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Home My WebLink AboutOPEN RECORD REQUEST Kristen Hejny 1 3 From: Kristen Hejny Sent: Wednesday, November 20, 2013 2:46 PM To: 'AJ Saculla' Cc: Eddie Hernandez Subject: RE: CAD plans for Holiday Inn and Suites Attachments: Holiday Inn -1.pdf Please see attached plans in order of number. There will be 7 files all together. From: AJ Saculla [ mailto :aj.sacullaOtexashotelmgt.com] Sent: Monday, November 18, 2013 3:58 PM To: Kristen Hejny Cc: Eddie Hernandez Subject: CAD plans for Holiday Inn and Suites Kristen, Could we please get CAD copies of the plans submitted to the City of College Station for the following porperty built in 2005: Holiday Inn and Suites - Aggieland 2500 Earl Rudder Freeway S College Station, TX 77840 979 -485 -8300 Thank you - Please let me know if you need additional information. AJ Saculla Area Manager Texas Hotel Management Bryan / College Station, TX Holiday Inn and. Suites Iloliday Inn Express and Suites Hampton Inn and Suites Staybridge Suites - Opening in Spring of 2014 CODES AND DESIGN SPECIFICATIONS. 1. BUILDING CODE: 2000 EDITION INTERNATIONAL BUILDING CODE. 2. SUPPLEMENTAL CODES AND REFERENCES TO BE USED FOR DESIGN, DETAILING AND CONSTRUCTION ARE: A. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 -02). B. "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301 -96). FOUNDATION NOTES: 1. FOUNDATION DESIGN IS BASED ON RECOMMENDATIONS PUBLISHED IN THE REPORT PREPARED BY SPENCER J. BUCHANAN, INC., DATED JUNE, 2004, THIER REPORT NO. 040521. 2. FOUNDATIONS HAVE BEEN PROPORTIONED UTILIZING AN ALLOWABLE BEARING PRESSURE OF 2,000 PSF. BUILDING PAD PREPARATION: 1. STRICT COMPLIANCE WITH RECOMMENDATIONS IN THE GEOTECH REPORT. CAST —IN —PLACE CONCRETE: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE A.C.I. STANDARD "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (A.C.I. 318 -02). 2. SEE ARCHITECTURAL, MECHANICAL PLANS FOR VERIFICATION AND LOCATION OF CAST— IN— PLACEBOLTS, INSERTS, ANCHORS, ETC., AND FOR SLAB LEAVE —OUTS, SLOPES, DEPRESSIONS, ETC. SLAB —ON —GRADE NOTES: 1. THE SLAB ON GRADE SHALL BE 5" THICK REINFORCED WITH //J's ® 24" O.C. PLACED 1 ,9" CLEAR FROM THE TOP OF THE SLAB. 2. A 6 MIL POLYETHYLENE VAPOR BARRIER SHALL BE INSTALLED BENEATH THE CONCRETE SLAB. J. A MAXIMUM OF 2" OF COMPACTED GRADING SAND WILL BE PERMITTED TO CONTROL CONCRETE THICKNESS. 4. THE CONCRETE SLAB SHALL BE SAW CUT PRIOR TO THE FORMATION OF SHRINKAGE CRACKS. SAWING SHALL COMMENCE JUST AFTER CONCRETE HAS ATTAINED ENOUGH SET TO PREVENT DISLODGING OF COARSE AGGREGATE. SAW CUT 114" WIDE X I DEEP AT CENTER LINES OF ALL COLUMNS IN EACH DIRECTION, NOT EXCEEDING 25' ON CENTER EACH WAY MAXIMUM SPACING. CONCRETE REINFORCEMENT. 1. REINFORCING STEEL SHALL BE NEW DOMESTIC OR FOREIGN DEFORMED BILLET STEEL CONFORMING TO A.S.T.M. A -615, GRADE 60. 2. REINFORCING BARS SHALL BE DETAILED IN ACCORDANCE WITH THE A.C.I. DETAILING MANUAL. PROVIDE BAR SUPPORTS AND SPACERS AS REQUIRED. J. PROVIDE CORNER BARS AT ALL INTERSECTING REINFORCING MEMBERS IN WALL AND BEAMS. CORNER BAR SHALL BE THE SAME SIZE AS THE LARGER INTERSECTING BAR AND SHALL PROVIDE A MINIMUM LAP OF 30 BAR DIAMETERS. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT- A. CONCRETE SLABS —ON —GRADE .......................... 1 -112" CLEAR B. GRADE BEAMS .................... ............................... 1 =1/2" CLEAR C. THICKENED SLAB ......... ............................... 3" CLEAR, BOTTOM CONCRETE MIX DESIGNS. 1. PROVIDE CONCRETE HAVING THE FOLLOWING GENERAL CHARACTERISTICS. USAGE 28 DAY COMP MAX. AGG. 'YPE MAX. SIZE STRENGTH PSI SLUMP (IN) ALL 3000 5 HARDROCK 314" 2. WORKABILITY ADMIXTURES MAY BE UTILIZED, PROVIDED THAT BATCH PROPORTIONS ARE DETERMINED IN THE MANNER DESCRIBED IN THE SPECIFICATIONS. J. PROVIDE THREE PERCENT (39') TO FIVE PERCENT (59) AIR ENTRAINMENT IN CONCRETE PERMANENTLY EXPOSED TO THE WEATHER (AND ELSEWHERE AT THE CONTRACTORS OPTION). USE OF AIR ENTRAINMENT, AND CORRESPONDING REDUCTION OF THE WIC RATIO, MUST BE NOTED ON THE MIX DESIGNS. 4. USE OF ACCELERATING OR SET — RETARDING ADMIXTURES REQUIRES PRIOR APPROVAL FROM THE ARCHITECT. IN GENERAL, USE OF CALCIUM CHLORIDE WILL NOT BE PERMITTED. 5. WHERE GROUT IS CALLED FOR, USE A NON— SHRINK, NON — STAINING PREMIXED GROUT. CITY OF COLLEGE STATION BUILDING INSPECTION DEPARTMENT REVIEWED FOR COMPLIANCE PER NOTES ON PERMIT NO COMMENTS PER N TES ON PLANS/SHEET 8 BY C DAT OF TFd`�� 1lICl�R....tSSI_ K ok... . 30565 ... 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Qao & cmu 1.7 9 D K L ( FOUNDATION PLAN i4x/'_6 12^�C. BOTTOM 4 CONT #4x2'—O /2"{\C. BOTTOM 4—#4 CONT Q 2 #5xJ' "@ 5—#4 CONT IF] Ll ' ' | | / '-6" | ' '-6" � | EACH WAY EA CH WA BOTTOM | 8O77TWY | ' | . ___—______________ ____________________—__—__________________ . � --T---' ' . � | | | ' | � | | | � | | | | | , _� " , _� " ' ! EACH WAY S4 CH WA | | / / / BO7TDM / BOTTOM / 5— 5xCONT 12" O.C. BOTTOM E.W.1 BOTTOM_ E. W. BOTTOM BOTTOM__�, BOTTOM__ 15" 0. C. B 8—#5 CONT 8—#6x8'—O" 1 1—BOTTOM E. W. BOTTOM BOTTOM OF FOOTING TTOM 10—#6x�'-6" 12" O.C. BOTTOM BOTTOM E. W. BOTTOM 70M I/Ir/A EW. BOTTOM-1 _fF: ------ 12" O.C. BOTTOM—` 11 / 1 - - #5x6'—O" @ BOTTOM /T I I 8—#6x8 1 -0 ol E. W. BOTTOM 8—#5 CONT 8—#5 CONT BOTTOM 0. C. BOTTOM BOTTOM BOTTOM 15" O.C. BOTTOM oo 12" O.C. BOTTOM J VFT� r i ll 10—#6x8'-6 L E W. BOTTOM 1 L 11 L L _L j� E. W. BOTTOM OV co . | FOO TIN G REINFO P LAN NOTE. FOOTING THICKNESS l ' ./ \/ CMU WALL CMU WALL BEYOND- 01 SEC x �/ SECTION 4 Q) C. 18" 0. C. TOP CONT. TOP DETAILS & SECTIONS HOLIDAY INN & SUITES SE COLLEGE STATION, TEXAS FOR McSPADDEN CONSTRUCTION VIEWTECH INC. 4205 BELTWAY DR. ADDISON, TX. 75001 (972) 661-8187 FAX (972) 661-8172 DESIGN DRAWN DATE SCALE JOB # SHEET VL CR 11/19/04 3/4 " = 2004.196 6 U 03 S E C TION _ OF o ..................... ....... . 2- #4 CONT. @ 18 O.C. FINISH SLAB Ln II Hi i - 1 I - n -7; I I C CLR. 2 Q) .. .. #6: °' ® 12" 0. C. 2x4 CONT. KEY rn 2 1 Wl"SYNCO-FLEX , -0 „ ° -0 #5x8 @ 18” 0. C. TOP WATERPROOFING 1 OF 6- #4 CONT. TOP 03 S E C TION _ OF o ..................... ....... . -� �.. HOLIDAY INN & SUITES COLLEGE STATION HWY 6 & SOUTHWEST PKWY - COLLEGE STATION TE 2000 IBC BUILDING DATA - GUEST ROOM BUILDING DESCRIPTION: ONE NEW FREE STANDING, RESIDENTIAL, HOTEL USE GROUP BUILDING, SPRINKLERED THROUGHOUT. CONSTRUCTION TYPE; TYPE III B FULLY SPRINKLERED, BLOCK & CONCRETE PLANK FRAME W/ BRICK, & EIFS EXTERIOR, W/ PITCHED ROOF W/ SHINGLES, CONCRETE SLAB ON GRADE, MAIN FLOOR. USE GROUP: R -1 RESIDENTIAL, HOTEL AREA: MAX ALLOWED PER IBC TABLE 503 AREA LIMITATIONS+ FLOOR ACTUAL AREA ALLOWABLE (SEE BELOW) 2ND 14,117 SF GROSS 48,000 SF GROSS 3RD 14,117 SF GROSS 48,000 SF GROSS 4TH 14,117 SF GROSS 48,000 SF GROSS 5TH 14,117 SF GROSS - - - -- SF GROSS TOTAL RI BUILDING 56,468 SF GROSS 144,000 SF GROSS JA -VW •'_• ALLOWABLE AREA PER IBC TABLE 5031 16,000 SF INCREASE - SPRINKLER SYSTEM PER 506.3+ 200% 32,000 SF TOTAL ALLOWABLE AREA: 48,000 SF / FLOOR (1 STORY 3x AREA) 144,000 SF GROSS HEIGHT: MAX ALLOWED PER IBC TABLE 503 HEIGHT LIMITATIONS: INCREASE - SPRINKLER SYSTEM PER 504,2: TOTAL ALLOWABLE HEIGHT: TOTAL ACTUAL HEIGHT: OCCUPANCY: MAX ALLOWED PER IBC TABLE 10032,22 MAXIMUM ALLOWABLE OCCUPANT LOAD: 4 STORIES 1 STORY 5 STORIES 5 STORIES FLOOR BUILDING HEIGHT LIMITATIONS: AREA 2ND 14,117 SF GROSS 3RD 14,117 SF GROSS 4TH 14,117 SF GROSS 5TH 14,117 SF GROSS TOTAL BUILDING 56,468 SF GROSS SF /PERSON 200 GROSS 200 GROSS 200 GROSS 200 GROSS EGRESS: MN. NUMBER OF EXITS PER IBC TABLE 1005,2,1 REQUIRED EGRESS CAPACITY: FLOOR ❑CCUP, LOAD REQ'D EXITS 2ND 70 2 3RD 70 2 4TH 70 2 5TH 70 2 FIRE PROTECTION: OWN 70 70 70 70 ACTUAL EXITS 2 2 2 2 PROTECTED THROUGHOUT WITH AN AUTOMATIC SPRINKLER PER IBC 903.311 AND FIRE EXTINGUISHERS AS REQUIRED BY THE INTERNATIONAL FIRE CODE, ACCESSIBLE ROOM LEGEND HEARING IMPAIRED ROOMS ACCESSIBLE ROOMS ACCESSIBLE ROOMS PER UBC 111D & TABLE 11B -3 TOTAL NUMBER OF ROOMS 101 TO 150 = 5 PLUS ADDITIONAL ROOMS WITH R OLL IN SHOWER = 2 TOTAL ACCESSIBLE ROOMS REQUIRED = 7 NUMBER OF ROOMS FOR HEARING IMPAIRED PER UBC 1111B & TABLE 11B -4 = 8 ADDITIONAL HEARING IMPAIRED ROOMS REQUIRED = 5 TOTAL HEARING IMPAIRED ROOMS REQUIRED = 13 DRAWING INDEX PAGE # DESCRIPTI ❑N ARCHITECTURAL A1,01 COVER SHEET A1 02 ACCESSIBILITY STANDARDS 2000 IBC BUILDING DATA - GUEST ROOM BUILDING DESCRIPTION: ONE NEW FREE STANDING, RESIDENTIAL, HOTEL USE GROUP BUILDING, SPRINKLERED THROUGHOUT. CONSTRUCTION TYPE: TYPE III B FULLY, PROTECTED, SPRINKLERED, PITCHED ROOF W/ SHINGLES. CONCRETE SLAB ON GRADE, USE GROUP: A3 ASSEMBLY AREA: MAX ALLOWED PER IBC TABLE 503 AREA LIMITATIONS: FLOOR ACTUAL AREA FIRST FLOOR 16,297 SF GROSS TOTAL A3 BUILDING 16,297 SF GROSS ALLOWABLE AREA; ALLOWABLE AREA PER IBC TABLE 503: INCREASE - SPRINKLER SYSTEM PER 506.3+ TOTAL ALLOWABLE AREA; ALLOWABLE (SEE BELOW) 28,500 SF GROSS 9,500 SF 200% 19,000 SF 28,500 SF / FLOOR HEIGHT: MAX ALLOWED PER IBC TABLE 503 BUILDING HEIGHT LIMITATIONS: 2 STORIES INCREASE - SPRINKLER SYSTEM PER 504,2: MASTER TOTAL ALLOWABLE HEIGHT: 3 STORIES TOTAL ACTUAL HEIGHT: 1 STORIES OCCUPANCY: MAX ALLOWED PER IBC TABLE 1003,2.2,2 1 DETAIL REFERENCE MAXIMUM ALLOWABLE OCCUPANT LOAD: ELEVATION FLOOR AREA SF /PERSON LOAD FIRST FLOOR 16,297 SF GROSS 15 GROSS 1086 TOTAL A3 BUILDING 16,297 SF GROSS 1086 EGRESS: MN, NUMBER OF EXITS PER IBC TABLE 1005.2,1 STAIR< - -R ❑❑M NAME X NO, REQUIRED EGRESS CAPACITY: CENTER REFERENCE LINE DRAWING INDEX PAGE # DESCRIPTI ❑N ARCHITECTURAL A1,01 COVER SHEET A1 02 ACCESSIBILITY STANDARDS 2000 IBC BUILDING DATA - GUEST ROOM BUILDING DESCRIPTION: ONE NEW FREE STANDING, RESIDENTIAL, HOTEL USE GROUP BUILDING, SPRINKLERED THROUGHOUT. CONSTRUCTION TYPE: TYPE III B FULLY, PROTECTED, SPRINKLERED, PITCHED ROOF W/ SHINGLES. CONCRETE SLAB ON GRADE, USE GROUP: A3 ASSEMBLY AREA: MAX ALLOWED PER IBC TABLE 503 AREA LIMITATIONS: FLOOR ACTUAL AREA FIRST FLOOR 16,297 SF GROSS TOTAL A3 BUILDING 16,297 SF GROSS ALLOWABLE AREA; ALLOWABLE AREA PER IBC TABLE 503: INCREASE - SPRINKLER SYSTEM PER 506.3+ TOTAL ALLOWABLE AREA; ALLOWABLE (SEE BELOW) 28,500 SF GROSS 9,500 SF 200% 19,000 SF 28,500 SF / FLOOR HEIGHT: MAX ALLOWED PER IBC TABLE 503 BUILDING HEIGHT LIMITATIONS: 2 STORIES INCREASE - SPRINKLER SYSTEM PER 504,2: 1 STORY TOTAL ALLOWABLE HEIGHT: 3 STORIES TOTAL ACTUAL HEIGHT: 1 STORIES OCCUPANCY: MAX ALLOWED PER IBC TABLE 1003,2.2,2 1 DETAIL REFERENCE MAXIMUM ALLOWABLE OCCUPANT LOAD: ELEVATION FLOOR AREA SF /PERSON LOAD FIRST FLOOR 16,297 SF GROSS 15 GROSS 1086 TOTAL A3 BUILDING 16,297 SF GROSS 1086 EGRESS: MN, NUMBER OF EXITS PER IBC TABLE 1005.2,1 STAIR< - -R ❑❑M NAME X NO, REQUIRED EGRESS CAPACITY: CENTER REFERENCE LINE FLOOR ❑CCUP, LOAD REQ'D EXITS ACTUAL EXITS FIRST FLOOR 1086 4 5 FIRE PR❑TECTI ❑N: PROTECTED THROUGHOUT WITH AN AUTOMATIC SPRINKLER PER IBC 903,3.1.1 AND FIRE EXTINGUISHERS AS REQUIRED BY THE INTERNATIONAL FIRE CODE, JVI ILIV1f111V LJi. -VIVIY DESIGN DEVELOPMENT PERMIT `4 f CONSTRUCTION DOCUMENTS REVISIONS: TITLE: PROJECT NO 04042 DATE: 10 -14 -04 SHEET NO: A1 BUILDING SYMBOLS DETAIL NO, , DATUM 1 INTERI ❑R SHT ELEVATI ❑N SHEET NO, 1 DETAIL REFERENCE ARCHITECTURAL SITE PLAN ELEVATION #- �ELEV, N❑. SHT, 16,297 PARTITI ❑N TYPE # SHT, # SHEET # INTERIOR ELEVATION N❑. STAIR< - -R ❑❑M NAME X NO, - CENTER REFERENCE LINE 1 SHT, BUILDING SECTION ❑W O TYPE S. F, BUILDING ELEVATIONS - C�TI� DRAWING L_31B DOOR TYPE ENLARGED UNIT PLANS THIRD SCALE: TITLE 14 S. F. ENLARGED UNIT FURNITURE PLANS JVI ILIV1f111V LJi. -VIVIY DESIGN DEVELOPMENT PERMIT `4 f CONSTRUCTION DOCUMENTS REVISIONS: TITLE: PROJECT NO 04042 DATE: 10 -14 -04 SHEET NO: A1 BUILDING STATISTICS GROSS SQUARE FOOTAGE: , A1,03 ACCESSIBILITY STANDARDS A1,04 ARCHITECTURAL SITE PLAN A1,05 FIRST F LOOR A3 OCCUPANCY 16,297 S,F, A2,03 THIRD FLOOR PLAN A2,04 FOURTH FLOOR PLAN A2,05 SECOND FLOOR: A3,00 14 S. F, BUILDING ELEVATIONS A4,02 BUILDING ELEVATIONS. A5,01 ENLARGED UNIT PLANS THIRD FLOOR: A5.03 14 S. F. ENLARGED UNIT FURNITURE PLANS A6,02 ENLARGED UNIT FURNITURE PLANS A6,03 ENLARGED UNIT FURNITURE PLANS FOURTH FLOOR; ENLARGED LOBBY /LOUNGE PLAN 14 S, F, A7,03 ENLARGED MEETING ROOM /PREFUNCTION PLAN A7,04 ENLARGED POOL AREA PLAN A7,05 FIFTH FLOOR; ENLARGED ELEVATOR PLANS 14 S, F. A7,08 LOBBY BUFFET PLANS & ELEVATIONS A7,09 LOBBY INTERIOR ELEVATIONS A7,10 TOTAL BUILDING SQUARE FOOTAGE: 72,765 S,F, A7,13 POOL & EXERCISE ELEVATIONS A7,14 PUBLIC RESTRO ❑M ELEVATIONS A7.15 MEETING ROOM & PREFUNCTION ELEVATIONS A8,01 DOOR SCHEDULES AND ELEVATIONS A8,02 WINDOW TYPES AND DETAILS SEE BUILDING DATA FOR BREAKDOWN OF PUBLIC OCCUPANCIES JVI ILIV1f111V LJi. -VIVIY DESIGN DEVELOPMENT PERMIT `4 f CONSTRUCTION DOCUMENTS REVISIONS: TITLE: PROJECT NO 04042 DATE: 10 -14 -04 SHEET NO: A1 , A1,03 ACCESSIBILITY STANDARDS A1,04 ARCHITECTURAL SITE PLAN A1,05 BUILDING SPECIFICATIONS A2,01 FIRST FLOOR PLAN A2102 SECOND FLOOR PLAN A2,03 THIRD FLOOR PLAN A2,04 FOURTH FLOOR PLAN A2,05 FIFTH FLOOR PLAN A3,00 ROOF PLAN A4,01 BUILDING ELEVATIONS A4,02 BUILDING ELEVATIONS. A5,01 ENLARGED UNIT PLANS A5,02 ENLARGED UNIT PLANS A5.03 ENLARGED UNIT PLANS A6,01 ENLARGED UNIT FURNITURE PLANS A6,02 ENLARGED UNIT FURNITURE PLANS A6,03 ENLARGED UNIT FURNITURE PLANS A7,01 ENLARGED LOBBY /LOUNGE PLAN A7,02 ENLARGED BACK -OF -HOUSE PLAN A7,03 ENLARGED MEETING ROOM /PREFUNCTION PLAN A7,04 ENLARGED POOL AREA PLAN A7,05 ENLARGED PORTE COCHERE PLAN & ELEVATIONS A7,06 ENLARGED ELEVATOR PLANS A7,07 ENLARGED STAIR PLANS A7,08 LOBBY BUFFET PLANS & ELEVATIONS A7,09 LOBBY INTERIOR ELEVATIONS A7,10 LOBBY INTERIOR ELEVATIONS A7,11 LOBBY INTERIOR ELEVATIONS A7,12 LOBBY INTERIOR ELEVATIONS A7,13 POOL & EXERCISE ELEVATIONS A7,14 PUBLIC RESTRO ❑M ELEVATIONS A7.15 MEETING ROOM & PREFUNCTION ELEVATIONS A8,01 DOOR SCHEDULES AND ELEVATIONS A8,02 WINDOW TYPES AND DETAILS A8,03 DETAILS - _ - A8,04 DETAILS A8,05 FINISH SCHEDULES A9,00 FRONT DESK ELEVATIONS & DETAILS A9,01 TYPICAL UNIT BATHROOM ELEVATIONS A10,00 WALL TYPE DETAILS A11,00 ENLARGED BUILDING ELEVATION DETAILS Al2,00 BUILDING SECTIONS & DETAILS A13,01 WALL SECTIONS A13,02 ELEVATOR & STAIR SECTI ❑NS K1,00 KITCHEN EQUIPMENT PLAN R1 FIRST FLOOR REFLECTED CEILING PLAN R2 SECOND -FIFTH FLOOR REFLECTED CEILING PLAN STRUCTURAL S0,1 GENERAL STRUCTURAL NOTES S1 FOUNDATION PLAN S2 SECOND FLOOR FRAMING PLAN S3 THIRD FLOOR FRAMING PLAN S4 FOURTH FLOOR FRAMING PLAN S5 FIFTH FLOOR FRAMING PLAN S6 ROOF FRAMING PLAN S7 STRUCTURAL DETAILS S8 STRUCTURAL DETAILS S9 STRUCTURAL DETAILS PLUMBING P-0 LEGENDS & NOTES P -1 FIRST FLOOR WASTE PLAN P -2 SECOND FLOOR WASTE PLAN P -3 THIRD FLOOR WASTE PLAN P -4 FOURTH FLOOR WASTE PLAN P -5 FIFTH FLOOR WASTE PLAN P -6 WASTE ISOMETRICS P -7 WASTE IS ❑METRICS P -8 FIRST FLOOR WATER PLAN P -9 SECOND FLOOR WATER PLAN P - 10 THIRD FLOOR WATER PLAN P -11 FOURTH FLOOR WATER PLAN P -12 FIFTH FLOOR WATER PLAN P -13 WATER ISOMETRICS P -14 WATER ISOMETRICS ' P -15 WATER ISOMETRICS �. P -16 GAS PLAN P -17 DETAILS & SCHEDULES ". MECHANICAL M -0 LEGENDS & NOTES r. M -1 FIRST FLOOR HVAC PLAN M -2 SECOND FLOOR HVAC PLAN wk M -3 THIRD FLOOR HVAC PLAN A M -4 FOURTH FLOOR HVAC PLAN ,, 1 , M -5 FIFTH FLOOR HVAC PLAN M -6 ROOF HVAC PLAN M -7 POOL HVAC PLAN M -8 HVAC DETAILS M -9 HVAC SCHEDULES. ELECTRICAL E -1 SYMBOL LEGEND /LIGHT FIXTURE SCHEDULE E-2 SITE PLAN - ELECTRICAL E -3 SECOND FLOOR PLAN - ELECTRICAL E -4 THIRD FLOOR PLAN - ELECTRICAL E -5 FOURTH FLOOR PLAN - ELECTRICAL E -6 FIFTH FLOOR PLAN/ROOF PLAN - ELECTRICAL E - 7 LOBBY AREA "A" - LIGHTING & POWER E-8 LOBBY AREA "B" - LIGHTING & POWER E -9 LOBBY AREA "C" - LIGHTING & POWER E -10 LOBBY AREA "D" - LIGHTING & POWER E -11 TYPICAL GUEST UNITS - ELECTRICAL E -12 TYPICAL GUEST UNITS - ELECTRICAL E -13 PANEL SCHEDULES E -14 PANEL SCHEDULES E -15 SCHEDULES & DETAILS E -16 RISER DIAGRAM /ROOF & ATTIC PLAN - ELECTRICAL JVI ILIV1f111V LJi. -VIVIY DESIGN DEVELOPMENT PERMIT `4 f CONSTRUCTION DOCUMENTS REVISIONS: TITLE: PROJECT NO 04042 DATE: 10 -14 -04 SHEET NO: A1 Integra Service Group clear width a ny amount ACCESSIBLE ROUTE 36" TABLE 1 240 in 1 1 2" max 1 1 2" max 1 1 2" ax 915 GRAPHIC CONVENTIONS o SIGN -- o 0 0 o J 1 J 6100 38 38 38 0o N OBSTRUCTION 4 max CONVENTION DESCRIPTION `' ~ - - -� 100 11 rnin 71\ RADI 60 T ° �� ical dimension line showin U.S. 36" g o o o S RADI S co customary units (in inches) above E ,., ,� LO E 915 N A C the line and SI units (in millimeters) o , r 60" min or 'n D a ? RADI S ° 96" min 96" min for VANS c `.n MARKET STREET STUDIO 300 9" below. "' 302 N. TEXAS 75202 230 o Flush Angled Rounded DALLAS, Dimensions for short distances _ r , 2440 1525 or 2440 indicated on arrow. " o o `o Riser Nosing Nosing PH: 214.369.5020 FAX: 214.265.9460 48 48 0 C , 28 " -36" Dimension line showing range 1220 1220 . N 252" min USABLE TREAD WIDTH AND 710 -915 of dimensions. 6400 ACCESS AISLE AT PASSENGER LOADING ZONES EXAMPLES OF ACCEPTABLE NOSINGS a Direction of approach HIGH FORWARD REACH LIMB DIMENSIONS OF PARKING SPACES SEAL: max Maximum ��® A �� min Minimum X 36" (® �>�r..��; ACCESSIBLE ROUTE ----------- WALKING - Boundary of clear floor area WA PARALLEL TO A WALL o o 915 -- - - - - -- Centerline X T r. CD A . >- 0 60" min 60" in �~ OF T GRAPHIC CONVENTIONS 60" min 96" min 1525 1525 1 1525 2440 132" min 32" min 132" in X 96" min 96" min 3550 3550 1 3550 x Z Z o 2440 6400 min 2440 8225 CONSULTANTS 48" 48" E CIVIL ENGINEER �n VAN ACCESSIBLE SPACE UNIVERSAL PARKING UP 1220 1220 N AT END ROW -A V A 815 min NOTE: X SHALL BE < 25 IN. (635mm); Z SHALL BE > X. _ WHEN X < 20 IN. (510mm), THEN Y SHALL BE 48 IN. CANE RANGE PARKING AND PASSENGER LOADING ZONES STRUCTURAL ENGINEER (1220mm) MAXIMUM. WHEN X IS 20 TO 25 IN. (510 TO ELEVATION OF LIGHTOWLER JOHNSON ASSOCIATE 635mm), THEN Y SHALL BE 44 IN. (1120mm) MAXIMUM. WALKING PERPENDICULAR TO A WALL 700 Main Avenue PLAN CENTER HANDRAIL Fargo, ND 58103 MAXIMUM FORWARD REACH OVER AN OBSTRUCTION ADJOINING SLOPE SLOPE = Y : X 701- 293 -1350 greater than 1 2" greater than 12" SHALL NOT X WHERE X IS A X MEP 305 305 1 x EXCEED 1:20 Y LEVEL PLANE 12" min LIGHTOWLER JOHNSON ASSOCIATE 0 10" max 305 N 700 Main Avenue v 255 :1 Y Fargo, ND 58103 " ° SIGN OR - L 12 min 760 OBSTRUCTION N o 305 T IWD 701- 293 -1350 WALK STREET X E 36 min 0 1 60" min o MEASUREMENT OF CURB RAMP SLOPE C) cv r- 915 ,, 1525 00 M Lo PLANTING OR OTHER A A MINIMUM CLEAR WIDTH MINIMUM CLEAR WIDTH vw PLAN ELEVATION NON- WALKING SURFACE FOR SINGLE WHEELCHAIR FOR TWO WHEELCHAIRS o ,1 r� 10 max N FREE - STANDING OVERHANGING OBJECTS 30 FLARED 255 SIDE EXTENSION AT EXTENSION AT 760 '; r:.... 12" min 12 min BOTTOM OF RUN TOP OF RUN 305 36" min 305 CLEAR FLOOR SPACE HIGH AND LOW PROTECT SHADED :; ..• 915 PARALLEL APPROACH SIDE REACH LIMITS AREA FROM CROSS- TRAFFIC °��:''�:: NOTE: XIS THE 12 IN. MINIMUM HANDRAIL EXTENSION IF X IS LESS THAN 48 ", <- REQUIRED AT EACH TOP RISER. 24" THEN THE SLOPE OF THE C) FLARED SIDE SHALL NOT Y IS THE MINIMUM HANDRAIL EXTENSION OF 12 Z W 610 IN. PLUS THE WIDTH OF ONE TREAD THAT IS 30 '� �`' 1 10 EXCEED 1:12 ® ~ _ u, � o REQUIRED AT EACH BOTTOM RISER. E N 760 v o z (.0 - i O CANE DETECTION AREA "- 1/4 - E FLARED SIDES RETURNED CURB 1 1 1/4 " LO 1 1/2" 1 1/2 1 1/2',.1 1 /2 < =) < C I A OVERHEAD HAZARDS 6 ,. 6T\ 2 -38 38 2 -3 38 _- _ LO 0 CO E � � ` 10 � THIS OVERHANG CAN 1 60 " min BE GREATER THAN 10 1525 12 (305) BECAUSE �/ MAXIMUM SIDE REACH OVER OBSTRUCTION NO ONE CAN APROACH LO BUILT -UP CU RAMP E W 60' (1525 - mm) T- SHAPED SPACE THE OBJECT FROM _ 00 J THIS DIRECTION 0 C14 LO DIAMETER SPACE FOR 180 TURNS o CANE HITS N °O (� PYLO HANDRAIL HANDRAIL 3: U REACH RANGES Q) OBJECT HITS Q CURB RAMPS 8 CANE RANGE LEVEL LANDING _. LEVEL SURFACE OF RAMP LANDING '• '' 00 N — PLAN BE N — RISE 1 1%2" C) o 12" max 12" max 2 -3 C) CD o 1 2- E 305 305 H RIZONTAL PROJECTION OBJECTS MOUNTED ON POSTS OR PYLONS OR RUN ISSUED FOR: 1 48" 1 30" _ l 48" 1 MAXIMUM MAXIMUM HORIZONTAL SCHEMATIC DESIGN T 1220 760 r 1220 RISE PROJECTION SLOPE IN MM FT M 1 1 4 C F LOOR SPACE FORWARD APPROACH PARALLEL APPRO 32" min CORRIDOR OR OTHER 1:12 TO < 1:16 30 760 30 9 1 1/2" 1 1/2 1 1/2" 1 1/2 JVAL clear width CIRCULATION SPACE any 36" min clear 1:16 TO < 1:20 30" 760 40' 12 „ ,� p 610 point passage 24" max �mension continous 2 -38 38 32 -3 38 DESIGN DEVELOPMENT 1 36 min 48 min 1 36 min passage 915 1220 915 4" max COMPONENTS OF A SINGLE RAMP RUN AND HANDRAIL GRAB BAR HANDRAIL PERMIT WING WALLS SAMPLE RAMP DIMENSIONS - ed TURN DOWN TO FLOOR NOMINAL SIZE AND SPACING OF CONSTRUCTION DOCUMENTS X ADDITIONAL PROTECTION PROTRUDING OBJECTS HANGING ELEVATION SECTION HANDRAILS AND GRAB BARS _ NOT REQUIRED BETWEEN ON WALL WITH LEADING EDGES _ o - -- x WING WALLS ABOVE 27" (685mm) 12" min 12" min z CO 6 "It � EXAMPLE OF PROTECTION AROUND WALL- MOUNTED OBJECTS � 305 305 91 5 min 2 min STAIRS AND HANDRAILS Q REVISIONS: AND MEASUREMENTS OF CLEAR WIDTHS 91 ° h o E a ooc�r�o U 30" l 48 » 1 _ o 760 1220 PORTRUDING OBJECTS N LO NOTE: X <24" (61Omm). NOTE: X <15" (380mm). 5 CURB v (0 36" min ~ 915 CLEAR FLOOR SPACE IN ALCOVES predominant direction Q U of traff c 1 /2" max — 1/2 "max T T '3 WALL _ LO 44 42" min X 42" min 13 � 00 c 36" min O 1065 1065 '+- 1•n PROPORTIONS- INTERNATIONAL 915 � NOTE: DIMENSIONS SHOWN APPLY WHEN X < 48" (1220mm). a � ---- c> 00 INTERNATIONAL SYMBOL TDD SYMBOL OF ACCESSIBILITY X TURNS AROUND AN OBMUCTION CARPET' PILE THICKNESS GRATINGS TITLE: >< VERTICAL GUARD RAIL 12" min long dimension 305 36 ACCESSIBILITY route of travel 6.5 1/4" max 1 4" to 1/2" perpendicular 30" 6 48" 12" - � 915 6.5 -13 ., ac�o 760 5 1220 05 2 s. ;- STANDARDS NOTE: IF X > 24" (610mm), NOTE: IF X > 15" (380mm), `-� THEN AN ADDITIONAL THEN AN ADDITIONALR RAILING WITH OF NQUV 150mmi SHALL CE OS SHOWN. BE F N 2� RIG A mm� SHOWN. CONDITIONS- INTERNATIONAL E SHALL BE PROVIDED E ;: ; : ;::..;:.:,:;.;:_•, ..: _;:::..• EXTENDED PLATFORM AAAA t: Y: ::.; :; :;:.':: ::; : `� ':::; . t DISPLAY CONDONS- INTERNATIONAL SYMBOL PRO EXAMPLES OF EDGE PROTECTION AND INTERNATIONAL SYMBOL OF ACCESS FOR -- ADDITIONAL MANEUVERING CLEARANCES FOR ALCOVES CHANGES IN LEVEL CHANGES IN LEVEL GRATING ORIENTATION HANDRAIL EXTENSIONS OF ACCESSIBILITY HEARING LOSS PROJECT NO: 0404 , DATE 10 -14 -0 WHEELCHAIR CLEAR SPACE ALLOWANCE ACCESSIBLE ROUTE GROUND AND FLOOR SURFACES RAMPS ACCESSIBLE SIGNAGE SHEET NO: Al m 02 Integra Service Group 32" min 32" min 815 815 X E E - * o- 0 BACK �. � -o 4,50 n o • E 6 CLEAR FLOOR SPACE 80 i n X ARCHITECTURE f- ¢ E DETAIL HINGED DOOR ® ° E ° = LAV "' N o -� 302 N. MARKET STREET STUDIO 300 " N E ° �E E � ,TEXAS 75202 p ' POST AND `" PH 2 0 0 FAX: 214.265 9460 32 min N o o cv oo N �4 min 32 rnin ,� d.. N TOE � � ,% A PAC� o •� d' � 815 815 CLEARANCE _ o '� BASE 1220 o �, ACCEPTABLE 6" max ° o c ° o �' 150 v) 12 LAV CLEAR 4 CLEAR ELEVATION PLAN FLOOR P " FL00 SPACE SEAL: K 19" max 60" min 60 min SLIDING DOOR X - o C RANCE DEPTH SPACE SIDE REACH POSSIBLE 10 w 17" min 1525 1525 �® �. A E o _j 8 min o ¢ 205 z �2S w 8 °O 430 48" min d - , - v> � WITH SEAT IN TUB 32 » min c� co NOTE: THE AUTOMATIC DOOR REOPENING �, Z 6 w �� #,;. -•`fa 815 j � Q -, • -;�- -� °�,. - -� DEVICE IS ACTIVATED IF AN OBJECT `'' 4 �' LAVATORY `-- -� ¢ CLEAR FLOOR SPACE SEE PLANS PASSES THROUGH EITHER LINE A OR 2 z CLEARANCES FOR LAVATORIES }--} LINE B. LINE A AND LINE B REPRESENT = I I FOLDING DOOR MAXIMUM DOORWAY DEPTH THE VERTICAL LOCATIONS OF THE DOOR 4 8 10 12 14 16 18 * � o ® � REOPENING DEVICE NOT REQUIRING �— X d CLEAR DOORWAY WIDTH AND DEPTH CONTACT. D DISTANCE IN FEET X LA VATORIES SYMB KEY .�" v o � a o E o E ` O SHOWER CONTROLS E - PULL SIDE X PUSH SIDE HOISIWAY AND CiAPHI OF 4 SHOWER HEAD 15 _ o N ELEVATOR ENTR ° C-4 o ° ES TIMING EQUATION E 0O c' CONSULTANTS -DRAIN LAV o ' ter-' N ° Q' o_ rl 18" min- r, CLEAR 30" min 30" E CS CIVIL ENGINEER E 24" preferred =— 36" min 1 75" min FLOOR min o � 455 E �, �j 36" min r 1905 SPACE 760 760 18" 915 6" o � C14 » min " 18 min ELEVATION PLANS 915 18" 18 150 00 � 68 min 455 455 18" min 2030 1730 455 455 42 " in 455 WRH SEAT AT HEAD OF TUB STRUCTURAL ENGINEER 1065 FORWARD REACH REQUIRED LIGHTOWLER JOHNSON ASSOCIATES i= ° 700 Main Avenue N LA Fargo, ND 58103 E E E _ L c __ LA - 701- 293 -1350 NOTE: X = 12" ( 305mm 24 min 24" min IF DOOR 30 m A °i ° � E o E 610 HEIGHT TO HIGHEST OPERABLE PARTS WHICH ARE MEP "� N _ ° " max ESSENTIAL TO BASIC OPERATION OF TELEPHONE LIGHTOWLER JOHNSON ASSOCIATES CLOSER AND A LATCH. CLEAR CLEAR o �, CLEAR FLOOR FLOOR Lo FLOOR ° 305 24" max 700 Main Avenue FRONT APPROACHES - SWINUNG DOORS SPACE SPACE SPACE 610 12" min Fargo, ND 58103 3 m 915 915 48" min Q 305 701- 293 -1350 —� 3-- TELEPHONES 54" min 48 min 1220 60 min CONTROL 9 1370 MINIMIUM DIMENSIONS OF ELEVATOR CARS 1220 1525 AREA o SEAT PULL SIDE PUSH SIDE I I S M EAT E CLEAR FLOOR SPACE AT WATER CLOSETS -� L CONTROL BUTTON m '- C=) NUMERAL DIAMETER FOOT BACK HEAD ~ HEIGHT 3/4" D X n _ Q 5/8 19 WITH SEAT IN TUB 1X 16 70 8 0 36" min 36" min � 54" min �915 ? 1370 w'' r NOTE: X = 36" (915mm)) MINIMUM NOTE: Y = 48" 1220mm) MAIN ENTRY *50 2 0 0 12" min 12" min 12 42" min TOILET E X `' " c IF ,Y = 60" (1525mm); X = MINIMUM IF FLOOR S o B O X 0 0 305 305 305 1065 PAPER 24" min " a, E 21 42 (1065m �) 370mm MINIMUM DOOR HAS BOTH A DOOR CLOSED ^ E o 00 15 max 21 "m x o IF Y = 54 . LATCH AND CLOSER. 0 0 �_ _� DOOR OPEN Ilk o M4 o � ,� _ ;° o , 12 max Ill HINGE SIDE APPROACHES - SWINGING DOORS F GENCY _ 4 0 4 O ;Y, I 17 " -19" _E I I ~ L M M r15 430 -485 --t 48" Omin SHELVES CLOSETS EMERGENCY co STOP OCTAGON SYMBOL ,r, z SHALL BE RAISED CONTROL a, N — O PULL SIDE 24" min PUSH SIDE BUT THE X IS NOT BACK WALL SIDE WALL AREA STORAGE I 10 E SHELVES AND CLOSETS X 610 � � 24" min PANEL DETAIL CAR CONTROL HEIGHT - �n 610 GRAB BARS AT WATER CLOSETS ro SEAT I il im (n C FOOT BACK HEAD ® w O E WATER CLOSETS >-� WITH re preferred H SEAT AT HEAD OF TUB re quired referred required W - E o � ' q P q N �� N 0- 0 � � U O vending o vending U NOTE: Y = 54" 1370mm) NOTE: Y = 48" (1220mm) BATHTUBS ° MINIMUM IF DOOR HAS MINIMUM IF DOOR HAS 4" max 32" min ALTERNATE 0 0 0 0 0 0 0 0 0 CLOSER. CLOSER. DOOR E o o 100 8 5 LOCATION ° t Ali 10 LATCH SIDE APPROACHES - SWINGING DO o M o ° 0 n o 915 ¢ 27" max N o c ALTERNATE LOCATIONS ALTERNATE LOCATIONS �, ° - � 36" min o ¢ BACK _ OF PANEL WITH OF PANEL WITH E 915 ; - w w rE o V CENTER- OPENING DOOR SIDE - OPENING DOOR _ , co u`r', 10 rn w o z �_ o N E N \/ M CLEAR ioo 121 N `' M o `.�° FORWARD REACH POSSIBLE SIDE REACH POSSIBLE ' o SPACE 2 0 5 max ISSUED FOR: ELEVATORS E FRONT APPROACH — SUDING DOORS 52" min LAV CONTROLS AND OPERATIONG MECHANISMS X 1320 AND FOLDING DOO SCHEMATIC DESIGN t° `- �( 56" min W. wall r7 °' "' m 11 RS 24 » min 56" min w. wall mounted w.c. 1420 mounted w.c. 48" min 60" min 54" min 610 1420 59" min w. fir. 1220 1220 DESIGN DEVELOPMENT 1370 _ 59 min w. fir. mounted w.c. 1500 mounted w.c. 1500 36' BY 36' 30' BY 60' 42" min latch (915m" by Wrnrn) STALL (760mm by 1525mm) STALL approach PERMIT 48" min a only o t .der approaches _ LO a L 17 " -19" 1220 24" 48 min N o N o max 430 -485 E o 610 STANDARD STALL STANDARD STALL (END OF ROW) 18» CONSTRUCTION DOCUMENTS � C_=3 - O� N 17 " -19' 455 X E 430 -4 5 z SLIDE SIDE APPROACH - LATCH SIDE APPROACH- CONTROL O SLIDING DOORS SLIDING DOORS jrC1-'C"> NO M -- _ 42" min 305 36" min 18" AREA AND FOLDING DOORS AND FOLDING DOORS ^E o N REVISIONS: 1065 91 X NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH " ° ° "' -� _ �, fl a, o E D THE CLEARANCES FOR FRONT APPROACHES. 805 in 650 p LO 48" min max _ M I I I I E o u7 I I in � M� 00 to 1.1 0� M M co ry NOTE: EQUIPMENT PERMITTED ° O IN SHADED AREA U) 1220 SEAT WALL BACK CONTROL WALL Z 12 " max - = SPOUT HEK*iT 54" min Fww'a REAR WALL- OF STANDARD STALL 36' BY 36' (915mm by 915mm) STALL AND KNEE CLEARANCE 1370 U 42" min 66" min ll mounted w.c. w 1065 1675 NOT TO 69" min w fIr. mounted w.c. O 30" min 30" min EXCEED �[ 1745 12" max 27" max ( L 760 760 FOUNTAIN � r DEPTH — Alternate 685 V A min CONTROL TITLE: 48" min CO N 3615 [a06 ] AREA it LO 1220 E o o `- 915 PAPER _ X ACCESSIBILITY LO oo O oo� iN `r' 'n � °' ,� earn E E I I I I o 54" min 12 " max I I E M' �; "' `t °°`° �`�' S TANDARDS 1370 o - co oo r� rn r7 op — �t I :1> 42" min latch agoach only SIDE BACK (LONG) SIDE oI,er approaches 17 -19 NOTE: SHOWER HEAD AND CONTROL AREA MAY BE ON BACK 48 min 430 -485 (LONG) WALL (AS SHOWN) OR ON EITHER SIDE WALL. FREE- STANDING BUILT -IN PROJECT NO 04042 TWO HINGED D OORS IN SERIES FOUNTAIN OR COOLER FOUNTAIN OR COOLER ALTERNATE STALLS SIDE WALLS 30' BY 60' (760mm by 1525mm) STALL DATE: 10 -14 -04 1 DOORS DRINKING FOUNTAINS TOILET STALLS SHOWER STALLS SHEET NO: Al m 03 vo v :ON JL33HS t :31Va ztlovo :ON 133r011d 1N3NN00 V(]V/),ilO - V0 - 8Z - 0 I :SNOISIA3M SiN3vvn30G NouonUISNOO 1N3VqdOl3AB(3 NEAS30 NEAS30 311VIN3 HOS :tiw a3nssi 0 2 m G ) 0 m GW NOSM14 V N3Hcl3LS zVN U) D c �v > 0 z sli l m c Z �, Z 09U CU89 (IN ' enueAV uien OOL S31VIOOSSV NOSNHOP �131MO1HEXI d3V4 09WEEJOL C0689 (IN'OBJB=l enueAV uieVV OOL 631VIOOSSV NOSNHOr U3IMO1H911 �833NIDN3ivunlomlls • 11VOS 01 iON Q N01133S �Sfl�� 3od�OlS aV93a V# /M - i - iij dvinNVdO 3E2101\100 3943 431\13>1011-l1 INOiS ONIC11ine 1310H HOIVN 01 aOOMXld XCIO ,Z/ I NO nNo ,g NO ClOOMId XG3 ,Z/ 1, . S*11*3 3SV8 lliOH HOIVN 01 2JV32J 01 NK10 ?J109--` aOOWd XCIO ,Z/ 1, NO dVO 'S*9 43HSINIJ321d - 0 - 0 ,tZ @ S,gXZ NO GOOAAK X03 4VI NO JOOd Wadi TVOS 01 ION NOIldATI iNO�� 3sn��7�ov�ois 1NOiS ONIGIIAG 1310H H3IVlAl 01 3SON-i-ino 1310H HO AN 01 /ClISSAG "t ...... ...... .... . ...... ... ..... ......... ... . . .. ...... ..... .............. .. . .............. .... .... . ..... ..... . .... ....... . .......... . . .... .... ..... ...... ..... ..... ...... ............... ............ .. ...... ...... .. ... ....... ....... . ... ... . ...... ..... ...... ........ .... . ........... .. ......... . ............. .......... 1 1.1 t ............ . Ll ...... L- i ... ....... L ...... ...... ....... . ... . ...... ...... ...... ............... T .... .............. .... . ........ . ... .. . ..... ...... . ...... .. ...... . ... ...... . ... . ..... ............ ....... 1 ... ....... J Z . ..GIINIVd 3INVd3 •331S NO WEN o3ivonmo WE 1 JO I 100 3WOS 01 iON �IV134 NOIS 0NINd Q1V *33v CL 3 01 ION I isnAi�j/iov�jois * S * J * I * l �S Nb�d 9 �IHOH HOAN 01 ----------------------------------------------------------------------------------------------------------- 'Sil]HS IWO HIM OVIS JO HIS )\AIA :S110N 3lV3S 01 ION WIN aaviioa ]did 01 'MMIM dVGA ONO] "o Eld '3NO3 d33a "9 X Ma "91, 'NIM ,9 - GV`lS 3EKNOO 3dnSOlON3 dliSMAG HOIVN 01 INlVd `NV]d NO NMOHS SV 'VIG `03TI3 3EKNOO 'GdV]100 I3I1S (1d)1 wa HIOONS) HSVM 'ONOO CD 0 • 940 do V = L SNOUVOM NOIS 3115 — A�0 4co-,o L-3 C13NOZ (0/19ZZ) CIL 'Sd TOLC '10A .... ... ... .. �. GW NOSM14 V N3Hcl3LS zVN sli l X/ 1 A . .......... 1 1.1 t ............ . Ll ...... L- i ... ....... L ...... ...... ....... . ... . ...... ...... ...... ............... T .... .............. .... . ........ . ... .. . ..... ...... . ...... .. ...... . ... ...... . ... . ..... ............ ....... 1 ... ....... J Z . ..GIINIVd 3INVd3 •331S NO WEN o3ivonmo WE 1 JO I 100 3WOS 01 iON �IV134 NOIS 0NINd Q1V *33v CL 3 01 ION I isnAi�j/iov�jois * S * J * I * l �S Nb�d 9 �IHOH HOAN 01 ----------------------------------------------------------------------------------------------------------- 'Sil]HS IWO HIM OVIS JO HIS )\AIA :S110N 3lV3S 01 ION WIN aaviioa ]did 01 'MMIM dVGA ONO] "o Eld '3NO3 d33a "9 X Ma "91, 'NIM ,9 - GV`lS 3EKNOO 3dnSOlON3 dliSMAG HOIVN 01 INlVd `NV]d NO NMOHS SV 'VIG `03TI3 3EKNOO 'GdV]100 I3I1S (1d)1 wa HIOONS) HSVM 'ONOO CD 0 • 940 do V = L SNOUVOM NOIS 3115 — A�0 4co-,o L-3 C13NOZ (0/19ZZ) CIL 'Sd TOLC '10A 10VILL 380V 9*1 S33LSnUl 'NOSIOVA-VOOV10A AYA 3NVI0 GW NOSM14 V N3Hcl3LS zVN sli l LAOIS N 0 NH�d 311S �v�jniolilHObV dliSdhn ONIalino 3 Odd ois • —AHO.—no 31-OdOV 02 TOdOV-H ' 02 ,6—no oo—no 1-11 9 011Vd o 99 0 7 7 2—no OH OH OH I ' 92 pis dOid33d31N1 �iOINNOOSI 3sv3239 10IM3S NIVH l 0 0 ALL CONTRACTORS TO FOLLOW LATEST INTERCONTINENTAL BALANCED STANDARDS. GENERAL A. CONSTRUCT A TYPE III B. (SPRINKLERED N.F.P.A 13) FIVE STORY MOTEL AND RELATED SITE DEVELOPMENT. B. SITE DEVELOPMENT: GRADING FOR BUILDING PAD, PARKING AND LANDSCAPING. C. HANDICAP ACCESSIBLE ROOM AND BATHS: (SUBJECT TO LOCAL CODES & ADA). D. SPECIFIC SITES WILL REQUIRE ADAPTATION TO GOVERNING CODES, ORDINANCES, ADDITIONAL DESIGN AND SITE WORK AS NECESSARY. E. CONSTRUCTION TO BE IN COMPLIANCE WITH 2000 IBC, 2000 IPC, 2000 IMC, AND 2002 NEC F. FRAMER TO PROVIDE BACKING AS REQUIRED FOR ALL MOUNTED. EQUIPMENT, SHELVING, ACCESSORIES, AND AS REQUIRED FOR MECHANICAL AND ELECTRICAL COMPONENTS. 11 OFF-SITE SEE CIVIL PLANS BY OTHERS. III ON -SITE SEE CIVIL PLANS BY OTHERS. A. FINISHES: 1. EXTERIOR WALLS: 6" METAL STUDS WITH E.F.IS. AND STONE. A. PROVIDE DRAINAGE MAT ON SHEATHING ON EXTERIOR SIDE BEFORE EIFS INSTALLATION (DRYVIT OUTSULATION PLUS SYSTEM OR EQUAL). 2. SOFFITS: (WHERE REQUIRED /SHOWN) A. ALUMINUM 3. WINDOWS: (SLIDERS) A. VERIFY WITH OWNER ON MANUFACTURER. B. PROVIDE WRAP @ ALL WINDOWS (BY FRAMING CONTRACTOR). C. GRILLE TO BE INTEGRAL WITH WINDOW. D. GUESTROOM WINDOWS NOT TO OPEN MORE THAN 4 INCHES ON FIRST FLOOR. 4. FLOORS: (SEE ROOM FINISH SCHEDULE) MANUFACTURERS AS APPROVED BY FRANCHISE. A. GUEST BATHS: CERAMIC TILE (CARPET AT SEPARATE SINK /CLOSET AREA). B. GUEST ROOM: CARPET AND PAD, C. VESTIBULE: TILE D. LOBBY /LOUNGE /FOOD & BEVERAGE: CARPET AND TILE PROVIDE A REDUCER AT TILE AND CARPET. (SEE DRAWINGS FOR TILE LOCATIONS). E. OFFICE /MEETING ROOMS /BUSINESS LIB.: CARPET AND PAD. F. POOL /SPA DECK: TILE G. CORRIDORS /STAIRWAY: CARPET AND PAD H. EMPLOYEE TOILET: V.C.T. I. . VENDING AREA: TILE J. GUEST LAUNDRY: TILE K. LAUNDRY: SEALED CONC. L. PUBLIC TOILETS: C.T. 5. INTERIOR WALLS: A. TYPICAL (EXCEPT AS NOTED): GYPSUM BOARD (EXPANSION JOINTS WHERE REQUIRED), 5/8" TYPE "X" WITH PAINT (VINYL WALL COVERING, WHERE INDICATED) ON METAL STUDS. B. PUBLIC AREAS: VINYL WALL COVERING. (MANUFACTURER AS APPROVED BY FRANCHISE) C. GUESTBATHS: WATER RESISTANT GYPSUM BOARD WITH VINYL WALL COVERING. D. POOL /SPA AREA: GREENBOARD WITH 3' CERAMIC E.I.F.S FINISH E. VERIFY ALL WALL FINISHES WITH INTERCONTINENTAL HOTEL GROUPS STANDARDS MANUAL. F. GUESTROOMS: VINYL WALL COVERING. (MANUFACTURER AS APPROVED BY FRANCHISE) G. ALL PAINTED AREAS SHALL HAVE FINISH COAT SPRAYED AND BACK ROLLED WITH 3/4" NAP ROLLER. H. PARTY WALLS: WALL BASE PLATES NEED TO BE SET IN SEALANT AND HEAD SEALED TO DECK ABOVE. 6. BASE: A. CARPET BASE AT CARPETED AREAS IN CORRIDORS, GUESTROOMS, AND PUBLIC SPACES. B. VINYL BASE AT SHEET VINYL FLOORING. C. TILE BASE AT TILED AREAS IN GUESTROOMS AND PUBLIC SPACES. 7. CEILINGS: A. GUEST ROOMS: TEXTURE ACCORDING TO INTERCONTINENTAL STANDARDS (EXP. JOINTS WHERE REQUIRED). B. 1ST FLOOR CORRIDOR: LAY -IN ACOUSTICAL CEILING AND GYP. BOARD (SEE PLAN FOR LOCATIONS). C. 2ND, 3RD, 4TH AND 5TH FLOOR CORRIDORS: TEXTURE ACCORDING TO INTERCONTINENTAL STANDARDS (EXP. JOINTS WHERE REQUIRED). 8. STAIRS: 1. CONCRETE PAN TREADS AND RISERS WITH CARPET. 2. METAL HANDRAILS AND BALUSTERS. A. 1 -1/2" DIAMETER WOOD HANDRAILS. B. FRAMER TO PROVIDE BACKING FOR HANDRAILS. C. FRAMER TO PROVIDE RAILING BRACKETS ® 32" O.C. B. DOORS AND FRAMES: (SEE DOOR AND FRAME SCHEDULE) 1. EXTERIOR: (FRAMER /DOOR MANUFACTURER AS APPROVED BY INTERCONTINENTAL HOTEL GROUPS A. ALUMINUM STOREFRONT WITH MEDIUM STILE. B. GLAZING: 1" CLEAR INSULATING GLASS, TEMPERED GLASS WHERE REQUIRED BY CODES. C. PROVIDE FLASHING WHERE REQUIRED. 2. INTERIOR: (FRAMER /DOOR MANUFACTURER AS APPROVED BY INTERCONTINENTAL HOTEL GROUPS A. SEE PLAN FOR TYPES. C. FINISH HARDWARE: 1. CARDLOCK SYSTEM VERIFY W/ OWNER ON MANUFACTURER. 2. PROVIDE PANIC HARDWARE AT ALL REQUIRED EXIT DOORS (SERVING MORE THAN 50 OCCUPANTS), 3. KEY DOORS TO MASTERKEY SYSTEM AS REQUIRED BY OWNER. ZONE KEY FOR HOUSEKEEPING. 4. PROVIDE 180 DEGREE VIEWER, DEADBOLT, FRAME PROTECTOR, AND SAFETY "LOOP" AT GUEST ROOMS. D. ROOFING: 1. INSULATION: R -40 BLOWN -IN OR AS REQUIRED PER HEAT LOSS CALCULATION. 2. SHINGLES: ASPHALT SHINGLES. (SEE ELEVATIONS FOR COLOR) 3. PREFORMED CONTINUOUS METAL DRIP EDGE, 4. PROVIDE FLASHING WHERE REQUIRED FOR A WATER TIGHT BUILDING. E. INSULATION: 1. SOUND INSULATION BETWEEN GUEST ROOMS, DUCT RISERS CHASE, STAIRWELLS AND PUBLIC SPACES WHERE ADJACENT TO GUEST SPACES AND 'IS INDICATED ON DRAWINGS: GLASS OR MINERAL FIBER SOUND INSULATION BATHS OR BLANKETS, 3 1/2" THICK FRICTION FIT. 2. EXTERIOR WALLS TO BE FULL THICK BATT INSULATION (R -19 MINIMUM) F. GUESTROOM: PROVIDE A DRAPERY SYSTEM PER INTERCONTINENTAL HOTEL GROUPS STANDARDS. G. SPA : BY OTHERS. H. SWIMMING POOL: BY OTHERS. 1. OWNER TO COMPLETE THE FOLLOWING SUBMITTALS TO I.C. HOTELS GROUP PRIOR TO CONSTRUCTION: A. AN INTERIOR DESIGN PACKAGE INCLUDING FINISHES, FIXTURES, FURNISHINGS, ARTWORK, ETC. B. EXTERIOR COLOR SCHEME. C. FINAL CABINET DRAWINGS INCLUDING MILLWORK DESIGN, MATERIALS, FINISHES, AND COLORS TO BE USED FOR THE BREAKFAST BAR AND REGISTRATION DESK. D. PHOTOS /PRODUCT LITERATURE DESCRIBING ALL LIGHT FIXTURES TO BE USED IN THE PUBLIC AND GUESTROOM SPACES. E. FIRE SPRINKLER SHOP DRAWINGS INDICATING THE LOCATIONS OF SPRINKLER HEADS. F. FIRE /SMOKE DETECTION SHOP DRAWINGS INDICATING THE LOCATIONS OF SMOKE /HEAT DETECTORS, ALARMS, CONTROL PANELS, AND PULL STATIONS. V EQUIPMENT A. CASEWORK: SEE PLANS FOR FINISHES. (MANUFACTURER AS APPROVED BY INTERCONTINENTAL HOTEL GROUPS) B. GUEST BATHROOM VANITY & MIC. FRIDGE /COFFEE MAKER AREAS: COUNTERTOP AND BACKSPLASH 0 BE GRANITE. C. TOILET ACCESSORIES: VERIFY WITH OWNER ON MANUFACTURER. D. SHELVING AT STORAGE ROOMS: VERIFY WITH OWNER ON MANUFACTURER AND LOCATIONS. E. WASHERS /DRYERS: VERIFY SIZE REQUIRED AND PAD WITH MANUFACTURER AND OWNER. F. FIRE EXTINGUISHERS: MULTIPLE PURPOSE, DRY CHEMICAL FOR A, B AND C FIRES. (PROVIDE TO MEET CODE MEET CODE & LOCAL FIRE DEPARTMENT REQUIREMENTS) G. FURNITURE: VERIFY SIZES AND SPECIFICATIONS WITH OWNER /INTERIOR DESIGNER. H. PHONE INSTALLATION AND TYPES MUST MEET LATEST INTERCONTINENTAL HOTEL GROUPS STANDARDS. CONTACT THE TELECOMMUNICATIONS DEPARTMENT PRIOR TO STARTING CONSTRUCTION, TO COORDINATE ALL ELECTRICAL, ROUGH CABLE INSTALLATION AND TELEPHONE EQUIPMENT. I. CONTACT INTERCONTINENTAL HOTEL GROUPS PROPERTY BASED SYSTEMS DEPARTMENT PRIOR TO STARTING CONSTRUCTION TO COORDINATE ALL ELECTRICAL, DATA AND EQUIPMENT "ROUGH -INS" FOR THE FRONT DESK COMPUTER INSTALLATION. V I STRUCTURAL SYSTEM SEE STRUCTURAL PLANS. VII ELEVATORS I: GUEST: A. TYPE 2,500 POUND CAPACITY (SCHINDLER) 1. QUANTITY: 2 2. TRAVEL (100 FPM): GROUND FLOOR TO FIFTH FLOOR. B. CARS: STOCK DESIGN, HANDICAP ACCESSIBLE. C. ENTRANCES: STEEL HOLLOW METAL, STAINLESS STEEL FINISH, 20 MINUTE (MINIMUM) D. SIGNALS: 1. CAR POSITION INDICATOR. 2. POSITION INDICATOR AT LEVELS 3. HALL LANTERNS. 4. DIRECTIONAL ARROWS EACH JAMB. 5. BRAILLE SYMBOLS AS REQUIRED BY LOCAL CODES. 6. PROVIDE A PIT LADDER FOR EACH ELEVATOR (2 TOTAL). II: SERVICE: A. TYPE 2,500 POUND CAPACITY (SCHINDLER) 1. QUANTITY: 1 2. TRAVEL (150 FPM): GROUND FLOOR TO FIFTH FLOOR. B. CARS: STOCK DESIGN, HANDICAP ACCESSIBLE. C. ENTRANCES: STEEL HOLLOW METAL, STAINLESS STEEL FINISH, 20 MINUTE (MINIMUM) D. SIGNALS: 1. CAR POSITION INDICATOR. 2. POSITION INDICATOR AT LEVELS 3. HALL LANTERNS. 4. DIRECTIONAL ARROWS EACH JAMB. 5. BRAILLE SYMBOLS AS REQUIRED BY LOCAL CODES. 6. PROVIDE A PIT LADDER FOR EACH ELEVATOR (2 TOTAL). VIII PLUMBING SEE PLUMBING PLANS. Ix HVAC SEE MECHANICAL PLANS. x ELECTRICAL SEE ELECTRICAL PLANS. xi POOL BY OTHERS. PH: 214.369.5020 FAX: 214.265.9460 SEAL: ® A RC Va 05 (0 F CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 > m z • cl) W g 0 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: BUILDING SPECIFICATIONS PROJECT NO: 04042 DATE: 10 -14 -04 SHEET NO: A1.05 36' -1" A7.03 ,- - - - - - -- -------- - - - - -- = -- I I m Lo PREFUNCTION I I 01 — — — — — i 7 TREADS ®11" i' �4'� ji -' -` L31 •fi - - - -- � I - - - - -- — - -- 8 RISERS ®7" N / �i I i ` \\ i l :'�\ — — — — — — — TIBULE [J VES ` -.. I - --�- ---------- - - - - -- - -- -- U • •1 lg � N I Lf� i CV N WI SIM. �A13.02 liP R' C� m MEETING ROOM 1 L30 30 - I _ 30 r n ( » ( r n ' ( f n , 101 -3 3/4 ( 1 10 1 5/8 ( 38 -5 1 /8 1 31 -9 1 /2 6 -2 7/8 » -- ----------------- I----------------- I------------- - - - - -- 1-- I r E I O I F F L31 B I I I 6 I MV, ma MEETING ROOM 3 L30,2 >TBRAQ L43 L26 ANITO co L24 L A7.02 ARCHITECTURAL GENERAL NOTES 1. ALL DIMENSIONING FACE OF STUD (F.0,S,) AREA T❑ FACE OF STUD OR FACE OF BLOCK TO FACE 1 4 OF BLOCK UNLESS OTHERWISE INDICATED. 2, EXT, WALLS TO BE 6' METAL STUDS ON 1ST FLOOR 14,117 SF AND 4' METAL STUDS ON 2ND -5TH FLOORS. ® TO STRUCTURAL DRAWINGS FOR SPACING), STORAGE 1 (REFER TO STRUCTURAL DRAWINGS FOR SPACING). 4, PARTY WALLS TO BE 3 -5/8' METAL STUDS OR 72 765 SF EI � r FOR LOCATIONS 1 (REFER TO STRUCTURAL DRAWINGS FOR SPACING), 5. BUILDING SHALL BE ONE HOUR FIRE RATED QUEEN / QUEEN SUITE THROUGHOUT, 6, STAIRWELLS, ELEVATOR SHAFTS, & LAUNDRY 5 CHUTE TO BE 2 HR, CONSTRUCTI ❑N. 7. CENTER WINDOWS IN UNITS UNLESS OTHERWISE I 1 N ❑TED, 8. BUILDING SHALL BE EQUIPPED WITH A NFPA 13 WA KING SPECS. SHALL BE SUBMITTED FOR APPROVAL ■ ��_ ELEVI COMPLETI ❑N & PRIOR TO INSTALLATI ❑N. 9. ELEVATOR PLANS & SPECIFICATIONS SHALL BE o SUBMITTED BY CONTRACTOR FOR APPROVAL 0 PRI ❑R TO INSTALLATION. 10. GRIDS A - K ARE ON CENTERLINES OF WALLS, 11. GRIDS LA & P ARE FACE OF STUD ON WALLS ON 0 2ND - 5TH FLOORS, 11. t GRIDS N & O ARE FACE OF STUD ON WALLS 0 ON ALL FLOORS, 12. SEE SHEETS A7,01, A7.02, A7.03, AND A7,04 KING WHIRLPOOL B FOR WALL TYPE CALLOUTS 1 1 HEARING IMPAIRED ROOMS IN ALL 7 HANDICAP L26 ANITO co L24 L A7.02 ARCHITECTURAL GENERAL NOTES 1. ALL DIMENSIONING FACE OF STUD (F.0,S,) AREA T❑ FACE OF STUD OR FACE OF BLOCK TO FACE 1 4 OF BLOCK UNLESS OTHERWISE INDICATED. 2, EXT, WALLS TO BE 6' METAL STUDS ON 1ST FLOOR 14,117 SF AND 4' METAL STUDS ON 2ND -5TH FLOORS. , (REFER TO STRUCTURAL DRAWINGS FOR SPACING), 3. CORRIDOR WALLS TO BE 3 -5/8' METAL STUDS 1 ALL (REFER TO STRUCTURAL DRAWINGS FOR SPACING). 4, PARTY WALLS TO BE 3 -5/8' METAL STUDS OR 72 765 SF 7 -5/8' CONCRETE BLOCK SEE FLOOR PLANS r FOR LOCATIONS 1 (REFER TO STRUCTURAL DRAWINGS FOR SPACING), 5. BUILDING SHALL BE ONE HOUR FIRE RATED QUEEN / QUEEN SUITE THROUGHOUT, 6, STAIRWELLS, ELEVATOR SHAFTS, & LAUNDRY 5 CHUTE TO BE 2 HR, CONSTRUCTI ❑N. 7. CENTER WINDOWS IN UNITS UNLESS OTHERWISE 1 N ❑TED, 8. BUILDING SHALL BE EQUIPPED WITH A NFPA 13 FIRE SPRINKLER SUPPRESSION SYSTEM, PLANS & KING SPECS. SHALL BE SUBMITTED FOR APPROVAL 5 BY THE FIRE SUPPRESSI ❑N CONTRACTOR UPON 5 COMPLETI ❑N & PRIOR TO INSTALLATI ❑N. 9. ELEVATOR PLANS & SPECIFICATIONS SHALL BE 0 SUBMITTED BY CONTRACTOR FOR APPROVAL 0 PRI ❑R TO INSTALLATION. 10. GRIDS A - K ARE ON CENTERLINES OF WALLS, 11. GRIDS LA & P ARE FACE OF STUD ON WALLS ON 0 2ND - 5TH FLOORS, 11. t GRIDS N & O ARE FACE OF STUD ON WALLS 0 ON ALL FLOORS, 12. SEE SHEETS A7,01, A7.02, A7.03, AND A7,04 KING WHIRLPOOL B FOR WALL TYPE CALLOUTS 1 1 HEARING IMPAIRED ROOMS IN ALL 7 HANDICAP 4 v im / J ROOMS & 5 ADDITIONAL REQ, AS PER ADA. Im SERVICE CORRIDOR L13 RECEMNO TO B"QUET 15 X11 DRY ❑RAGE L16 I TELEPHONE 14 T i Q Lo -- I .`�_�_ � -- ----- - - - - -- — � - -- — — — � L32 1 i CLST, 0 l## 03 I O I i o O. L44 CENTER POOL L14 UNISEX O 01 03 I EQU P, ` - %� �, �` 44 (3 -RUN) LO yt' 36 L49 I UP zzy N - \ 04 1 q ��.. :s RESTR ❑❑M 34 WO L34 S SALES 46 HALL OFFIC E L3 - -- L33 I 36 1 - ........_ x UP 49 \ . \` LOBBY (, ° ❑ L48 TER 48 L02 i .... I I o �� OFF '� !. ' t 17 L46 FR NT DESKI ! I! MECH. i 47 L41 ! 13.02 POOL ❑L OFFICE I G I MEN'S L05 I A \\ �� \•� ". . wo — — — 42 — - v I r _ ELEV, N CLST GM OFFICE UNDRIES `� EQUIP. L39 •.:, %��; /; s; �.. ! _— L — 37 PBS L40 L38 CLST. — ( 39 — L06 I ;, ��, 1n L42 r i ENTER �I �! .. ;; ; ;: i !!..........1..._.. -�! ........... �......... I....... �..........1 ............. _ i �I..........N - 1........._i EXIT ( �./ s ( .' \ ice? ,� .. 1 ^yy ® LOUNGE KITCHEN I � �� • •�•� � � l � �.� L11 1 00 Jz 1 i `�: '�� \: �'��` �. %'�' ��"�:\��' mow✓ �., %- KC T �V � `= -'' �-� � } BEVERAGE �..; ,�, .�� ,�� : �%��,�% _`� ......- - - - t I i --------------------- / 99' -1 3/4" I ( 05 ( E ( - -- 07 ..i L N 1 II : ; _ .......... ............................... 1 08 VESTI ULE -� EXERCISE \....., zo LO L07 ............ 1 - ..._........... M Ki ll' • FLOOR LEVEL FLOOR LEVEL AREA 1 1 4 FIRST FLOOR C' SECOND FLOOR 14,117 SF THIRD FLOOR 14,117 SF FOURTH FLOOR ARIE FIFTH FLOOR 14,117 SF 0 0 TOTAL 72 765 SF 1 r 0 1 0 0 1 QUEEN / QUEEN SUITE 5 .. 5 5 20 QUEEN / QUEEN SUITE ACCESSIBLE (TUB) 0 1 0 0 1 KING KING 5 5 5 5 20 KING ACCESSIBLE (TUB) 0 0 1 0 1 KING ACCESSIBLE (ROLL -IN) 2 4.01 TERRACE PLAN- 1/8'=l'-O' A7.01 , 1 ' glw ' — — — — — — — — — — — — 0---.— — — — — — 1 36' -1" AREA TABULATIONS FLOOR LEVEL FLOOR LEVEL AREA 1 1 4 FIRST FLOOR 16,297 SF SECOND FLOOR 14,117 SF THIRD FLOOR 14,117 SF FOURTH FLOOR 14,117 SF FIFTH FLOOR 14,117 SF 0 0 TOTAL 72 765 SF A7.04 ROOM TABULATIONS FLOOR LEVEL GUEST ROOMS 12 1 1 4 1 5 1 TOTAL QUEEN/ QUEEN QUEEN it QUEEN 11 11 11 11 44 QUEEN if QUEEN ACCESSIBLE (TUB) 0 0 0 1 1 QUEEN / QUEEN ACCESSIBLE (ROLL -IN) 0 1 0 0 1 QUEEN / QUEEN SUITE 5 5 5 5 20 QUEEN / QUEEN SUITE ACCESSIBLE (TUB) 0 1 0 0 1 KING KING 5 5 5 5 20 KING ACCESSIBLE (TUB) 0 0 1 0 1 KING ACCESSIBLE (ROLL -IN) 1 0 0 0 1 KING WHIRLPOOL A 1 0 1 1 3 KING WHIRLPOOL B 1 1 1 1 4 KING WHIRLPOOL ACCESSIBLE 0 1 0 0 1 KING SUITE BRIDAL 0 0 1 1 2 KING SUITE 3 3-3- 3 12 KING SUITE TYPE B. 1 1 1 1 4 KING SUITE ACCESSIBLE (TUB) 1 j 0 j 0 j 0 1 TOTAL ACCESSIBLE REQUIRED (TUB) 5 TOTAL ACCESSIBLE PROVIDED (TUB) r 1 2 1 1 5 TOTAL ACCESSIBLE REQUIRED (ROLL -IN) 2 TOTAL ACCESSIBLE PROVIDED (ROLL -IN) 1 1 0 0 2 TOTAL QUEEN / QUEEN ROOMS 16 18 16 17 67(58%) TOTAL KING ROOMS 13 11 13 12 49(42%) TOTAL ROOMS 29 29 29 29 116 a ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY /ADA COMMENTS TITLE: FIRST FLOOR PLAN PROJECT NO: oaatz DATE: 10-14-04 SHEET NO: A2.01 / - - - - -- . _.- - - - - -- -- — � - - - -- � A7.05 W/ IWO WALL LEGEND 1 6 A10 4. 7 A10 a 9 A10 4 5 A10 SECOND FLOOR 3 A10 6 4 A10 FOURTH FLOOR 8 6. 11 A10 QUEEN / QUEEN ACCESSIBLE (TUB) 12 A10 L J. HLL I.UMFI IIJUR W HLLJ I U DL J - J/ O 19L I HL J I VLJ (REFER TO STRUCTURAL DRAWINGS FOR SPACING). 4. PARTY WALLS TO BE 3 -5/8" METAL STUDS OR 1 2 7 -5/8" CONCRETE BLOCK SEE FLOOR PLANS FIRST FLOOR FOR LOCATIONS SECOND FLOOR (REFER TO STRUCTURAL DRAWINGS FOR SPACING). 5. BUILDING SHALL BE ONE HOUR FIRE RATED FOURTH FLOOR THROUGHOUT, 6. STAIRWELLS, ELEVATOR SHAFTS, & LAUNDRY QUEEN / QUEEN ACCESSIBLE (TUB) CHUTE TO BE 2 HR, CONSTRUCTION. 7. CENTER WINDOWS IN UNITS UNLESS OTHERWISE 1 NOTED, 8. BUILDING SHALL BE EQUIPPED WITH A NFPA 13 1 FIRE SPRINKLER SUPPRESSION SYSTEM. PLANS & 0 SPECS. SHALL BE SUBMITTED FOR APPROVAL QUEEN / QUEEN SUITE BY THE FIRE SUPPRESSION CONTRACTOR UPON 5 COMPLETION & PRIOR TO INSTALLATI ❑N. 9, ELEVATOR PLANS & SPECIFICATIONS SHALL BE QUEEN / QUEEN SUITE ACCESSIBLE (TUB) SUBMITTED BY CONTRACTOR FOR APPROVAL 1 PRIOR TO INSTALLATION. 10, GRIDS A — K ARE ON CENTERLINES OF WALLS, 11, GRIDS LA & P ARE FACE OF STUD ON WALLS ON KING 2ND — 5TH FLOORS, 11, GRIDS N & O ARE FACE OF STUD ON WALLS 5 ON ALL FLOORS. 12. SEE SHEETS A7.01, A7,02, A7.03, AND A7.04 0 FOR WALL TYPE CALL❑UTS 0 lowl HEARING IMPAIRED ROOMS IN ALL 7 HANDICAP 1 0 ROOMS & 5 ADDITIONAL REQ, AS PER ADA. a walmmmmummosm 1/8 " =1' -0" PROVIDE ARTWORK DOWN CORRIDORS ON OPPOSITE SIDE OF WALL SCONCES (SEE ELECTRICAL FOR LOCATI ❑NS) TYPICAL ALL FLOORS, AREA TABULATIONS FLOOR LEVEL AREA 1 2 13 FIRST FLOOR 16,297 SF SECOND FLOOR 14,117 SF THIRD FLOOR 14,117 SF FOURTH FLOOR 14,117 SF FIFTH FLOOR 14,117 SF QUEEN / QUEEN ACCESSIBLE (TUB) 0 TOTAL 72,765 SF ROOM TABULATIONS FLOOR LEVEL GUEST ROOMS 1 2 13 14 15 1 TOTAL QUEEN / QUEEN QUEEN / QUEEN 11 11 11 11 44 QUEEN / QUEEN ACCESSIBLE (TUB) 0 0 0 1 1 QUEEN / QUEEN ACCESSIBLE (ROLL -IN) 0 1 0 0 1 QUEEN / QUEEN SUITE 5 5 5 5 20 QUEEN / QUEEN SUITE ACCESSIBLE (TUB) 0 1 0 0 1 KING KING 5 5 5 5 20 KING ACCESSIBLE (TUB) 0 0 1 0 1 KING ACCESSIBLE (ROLL -IN) 1 0 0 0 1 KING WHIRLPOOL A 1 0 1 1 3 KING WHIRLPOOL B 1 1 1 1 4 KING WHIRLPOOL ACCESSIBLE 0 1 0 0 1 KING SUITE BRIDAL 0 0 1 1 2 KING SUITE 3 3 3 3 12 KING SUITE TYPE B 1 1 1 1 4 KING SUITE ACCESSIBLE (TUB) 1 0 0 0 1 TOTAL ACCESSIBLE REQUIRED (TUB) 5 TOTAL ACCESSIBLE PROVIDED (TUB) 1 2 1 1 5 TOTAL ACCESSIBLE REQUIRED (ROLL -IN) 2 TOTAL ACCESSIBLE PROVIDED (ROLL -IN) 1 1 0 0 2 TOTAL QUEEN / QUEEN ROOMS 16 18 16 17 67(58%) TOTAL KING ROOMS 13 11 13 12 49(42%) TOTAL ROOMS 29 29 29 29 116 RCFIITECTURE 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 1 75202 PH: 214.369.5020 FAX: 214.265.9460 CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS 1 • ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS WALL. LEGEND (REFER TO STRUCTURAL DRAWINGS FOR SPACING). 1 6 A10 O 7 A10 3 9 A10 4 _ 5 A10 THIRD FLOOR 3 FOURTH FLOOR 4 5. 8 0 11 A10 6. STAIRWELLS, ELEVATOR SHAFTS, & LAUNDRY nrHiRD F�ooR P�aN PROVIDE ARTWORK DOWN CORRIDORS ON OPPOSITE SIDE OF WALL SCONCES (SEE ELECTRICAL FOR LOCATIONS) TYPICAL ALL FL ❑ORS, AREA TABULATIONS (REFER TO STRUCTURAL DRAWINGS FOR SPACING). 3. ALL CORRIDOR WALLS TO BE 3 -5/8" METAL STUDS 3 (REFER TO STRUCTURAL DRAWINGS FOR SPACING), 4. PARTY WALLS TO BE 3 -5/8" METAL STUDS OR SECOND FLOOR 7 -5/8" CONCRETE BLOCK SEE FLOOR PLANS THIRD FLOOR FOR LOCATIONS FOURTH FLOOR (REFER TO STRUCTURAL DRAWINGS FOR SPACING), 5. BUILDING SHALL BE ONE HOUR FIRE RATED 0 THROUGHOUT. 6. STAIRWELLS, ELEVATOR SHAFTS, & LAUNDRY 1 CHUTE TO BE 2 HR, CONSTRUCTION. 7. CENTER WINDOWS IN UNITS UNLESS OTHERWISE 0 NOTED, 8, BUILDING SHALL BE EQUIPPED WITH A NFPA 13 5 FIRE SPRINKLER SUPPRESSION SYSTEM. PLANS & 5 SPECS. SHALL BE SUBMITTED FOR APPROVAL 20 BY THE FIRE SUPPRESSION CONTRACTOR UPON 0 COMPLETION & PRIOR TO INSTALLATION. 9. ELEVATOR PLANS & SPECIFICATIONS SHALL BE 1 SUBMITTED BY CONTRACTOR FOR APPROVAL KING PRIOR TO INSTALLATION. 10, GRIDS A — K ARE ON CENTERLINES OF WALLS. 11. GRIDS L,M, & P ARE FACE OF STUD ON WALLS ON 20 2ND — 5TH FLOORS, 1L GRIDS N & ❑ ARE FACE OF STUD ON WALLS 1 ON ALL FLOORS, 12. SEE SHEETS A7.01, A7,02, A7.03, AND A7.04 1 FOR WALL TYPE CALL❑UTS 0 0 HEARING IMPAIRED ROOMS IN ALL 7 HANDICAP KING WHIRLPOOL A Vyj ROOMS & 5 ADDITIONAL REQ, AS PER ADA, nrHiRD F�ooR P�aN PROVIDE ARTWORK DOWN CORRIDORS ON OPPOSITE SIDE OF WALL SCONCES (SEE ELECTRICAL FOR LOCATIONS) TYPICAL ALL FL ❑ORS, AREA TABULATIONS FLOOR LEVEL FLOOR LEVEL AREA 3 4 FIRST FLOOR 16,297 SF SECOND FLOOR 14,117 SF THIRD FLOOR 14,117 SF FOURTH FLOOR 14,117 SF FIFTH FLOOR 14,117 SF 0 0 TOTAL 72 SF ROOM TABULATIONS FLOOR LEVEL GUEST ROOMS 2 3 4 5 TOTAL QUEEN/QUEEN QUEEN / QUEEN 11 11 11 11 44 QUEEN / QUEEN ACCESSIBLE (TUB) 0 0 0 1 1 QUEEN / QUEEN ACCESSIBLE (ROLL -IN) 0 1 0 0 1 QUEEN / QUEEN SUITE 5 5 5 5 20 QUEEN / QUEEN SUITE ACCESSIBLE (TUB) 0 1 0 0 1 KING KING 5 5 5 5 20 KING ACCESSIBLE (TUB) 0 0 1 0 1 KING ACCESSIBLE (ROLL -IN) 1 0 0 0 1 KING WHIRLPOOL A 1 0 1 1 3 KING WHIRLPOOL B 1 1 1 1 4 KING WHIRLPOOL ACCESSIBLE 0 1 0 0 1 KING SUITE BRIDAL 0 0 1 1 2 KING SUITE 3 3 3 3 12 KING SUITE TYPE B 1 1 1 1 4 KING SUITE ACCESSIBLE (TUB) 1 0 0 0 1 TOTAL ACCESSIBLE REQUIRED (TUB) 5 TOTAL ACCESSIBLE PROVIDED (TUB) 1 2 1 1 5 TOTAL ACCESSIBLE REQUIRED (ROLL -IN) 2 TOTAL ACCESSIBLE PROVIDED (ROLL -IN) 1 1 0 0 2 TOTAL QUEEN / QUEEN ROOMS 16 18 16 17 67(58%) TOTAL KING ROOMS 13 11 13 12 49(42%) TOTAL ROOMS 29 29 29 29 116 Integra Service Group PH: 214.369.5020 FAX: 214.265.9460 11 CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE! 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE! 700 Main Avenue Fargo, ND 58103 701- 293 -1350 > z • cj) CD 0 od (D 3: • ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS ® TITLE: PROJECT NO 04042 DATE 10 -14 -04 SHEET NO: ■ 10' -10" 11' -5 5/8" 5 7. i 25' -3" mm IIIIIMM i i i . cis 2 KING © II 3 7 I'It 9 A10 . i 25' -3" o l 3 A10 6 4 A10 AN 8 A10 �W 11 A10 TOTAL 1 „ 1 QUEEN / QUEEN ACCESSIBLE (ROLL -IN) 0 1 I KING 427 KING 425 QUEEN / QUEEN SUITE 5 5 5 5 I 0 mH 0 0 o 0 0 0 G) 0 5 0 o D Q . .. 36' -1" WALL LEGEND 2 1 6 A10 3 7 3 9 A10 . 5 A10 25' -3" o l 3 A10 6 4 A10 AN 8 A10 \/ 11 A10 TOTAL 1 12 A10 0 0 0 ARCHITECTURAL GENERAL NOTES 1. ALL DIMENSIONING FACE OF STUD (F, ❑,S,) TO FACE OF STUD OR FACE OF BLOCK TO FACE OF BLOCK UNLESS OTHERWISE INDICATED, 2. EXT, WALLS TO BE 6' METAL STUDS ON 1ST FLOOR AND 4' METAL STUDS ON 2ND -5TH FLOORS, (REFER TO STRUCTURAL DRAWINGS FOR SPACING). 3. ALL CORRID ❑R WALLS TO BE 3 -5/8' METAL STUDS (REFER TO STRUCTURAL DRAWINGS FOR SPACING), 4, PARTY WALLS TO BE 3 -5/8' METAL STUDS OR 7 -5/8' CONCRETE BLOCK SEE FLOOR PLANS FOR LOCATIONS (REFER TO STRUCTURAL DRAWINGS FOR SPACING), 5. BUILDING SHALL BE ONE HOUR FIRE RATED THROUGHOUT, 6. STAIRWELLS, ELEVATOR SHAFTS, & LAUNDRY CHUTE TO BE 2 HR, CONSTRUCTION, 7, CENTER WINDOWS IN UNITS UNLESS OTHERWISE NOTED, 8. BUILDING SHALL BE EQUIPPED WITH A NFPA 13 FIRE SPRINKLER SUPPRESSION SYSTEM. PLANS & SPECS. SHALL BE SUBMITTED FOR APPROVAL BY THE FIRE SUPPRESSI ❑N CONTRACTOR UPON COMPLETION & PRIOR TO INSTALLATION, 9. ELEVATOR PLANS & SPECIFICATIONS SHALL BE SUBMITTED BY CONTRACTOR FOR APPROVAL PRIOR TO INSTALLATION, 10, GRIDS A - K ARE ON CENTERLINES OF WALLS. 11. GRIDS L,M, & P ARE FACE OF STUD ON WALLS ON 2ND - 5TH FLOORS, 11. GRIDS N & ❑ ARE FACE OF STUD ON WALLS ON ALL FLOORS, 12. SEE SHEETS A7,01, A7,02, A7,03, AND A7,04 FOR WALL TYPE CALLOUTS HEARING IMPAIRED ROOMS IN ALL 7 HANDICAP ROOMS & 5 ADDITIONAL REQ, AS PER ADA, G) <�> 0 0 0 115' -10 5/8" PROVIDE ARTWORK DOWN CORRID ❑RS ON OPPOSITE SIDE OF WALL SCONCES (SEE ELECTRICAL FOR LOCATIONS) TYPICAL ALL FLOORS, 29' -2 1/2" 38' -1 1/8" sm 25' -3" 31' -11 1/2" 2 FLOOR LEVEL AREA 3 217' -2 3/8" FIRST FLOOR 16,297 SF 7.07 12' -9 7/8" 25' -3" o l 25' -3" 27' -3" 25' -3" AN 14,117 SF 0 136' -3 3/4" TOTAL 1 72,765 SF 1 QUEEN / QUEEN ACCESSIBLE (ROLL -IN) 0 1 0 0 1 QUEEN / QUEEN SUITE 5 5 5 5 I 0 mH 0 0 o 0 0 0 o_ 0 5 0 o D o O o D o D KING WHIRLP❑ ❑L A KING i 4 WHIRLPOOL B i 1 DN I 0 1 KING WHIRLPOOL A 1 QUEEN QUEEN 424 QUEEN QUEEN 422 QUEEN QUEEN 1 420 QUEEN QUEEN 1 418 QUEEN QUEEN 1 416 QUEEN QUEEN 1 414 KING ACCESSIBLE KING 1 410 QUEEN QUEEN 1 408 4 KING WHIRLPOOL ACCESSIBLE 0 1 QUEEN QUEEN 0 1 KING SUITE BRIDAL 0 0 11 I 2 KING SUITE 3 3 3 1 3 I 402 400 1 03 1 1 DN UP KING SUITE ACCESSIBLE (TUB) 1 02 03 03 02 ® 3D 02 03 03 02 ® 02 03 0 p2 ® 0 03 p2 02 0 1 1 1 5 TOTAL ACCESSIBLE REQUIRED (ROLL -IN) 2 TOTAL ACCESSIBLE PROVIDED (ROLL -IN) 11 11 10 10 2 CORRIDOR 50 16 02 ® 16 I 02 I 0 01 0 01 0 01 0 01 C 29 1 4 I 4 I 4 1 4 ni 02 02 ® 02 02 02 02 02 0 ® 02 7 �-_ —J p l_ � p 06 01 03 06 p VAT ❑R 03 03 02 03 i LOBBY KING 03 SUITE p KING SUITE QUEEN QUEEN SUITE QUEEN QUEEN SUITE QUEEN QUEEN SUITE QUEEN QUEEN SUITE KING 03 SUITE TYPE B 0 KING SUITE QUEEN QUEEN SUITE 423 421 419 1 417 1 415 413 411 409 407 I 4 1 4 i 4 I 4 0 0 0 ARCHITECTURAL GENERAL NOTES 1. ALL DIMENSIONING FACE OF STUD (F, ❑,S,) TO FACE OF STUD OR FACE OF BLOCK TO FACE OF BLOCK UNLESS OTHERWISE INDICATED, 2. EXT, WALLS TO BE 6' METAL STUDS ON 1ST FLOOR AND 4' METAL STUDS ON 2ND -5TH FLOORS, (REFER TO STRUCTURAL DRAWINGS FOR SPACING). 3. ALL CORRID ❑R WALLS TO BE 3 -5/8' METAL STUDS (REFER TO STRUCTURAL DRAWINGS FOR SPACING), 4, PARTY WALLS TO BE 3 -5/8' METAL STUDS OR 7 -5/8' CONCRETE BLOCK SEE FLOOR PLANS FOR LOCATIONS (REFER TO STRUCTURAL DRAWINGS FOR SPACING), 5. BUILDING SHALL BE ONE HOUR FIRE RATED THROUGHOUT, 6. STAIRWELLS, ELEVATOR SHAFTS, & LAUNDRY CHUTE TO BE 2 HR, CONSTRUCTION, 7, CENTER WINDOWS IN UNITS UNLESS OTHERWISE NOTED, 8. BUILDING SHALL BE EQUIPPED WITH A NFPA 13 FIRE SPRINKLER SUPPRESSION SYSTEM. PLANS & SPECS. SHALL BE SUBMITTED FOR APPROVAL BY THE FIRE SUPPRESSI ❑N CONTRACTOR UPON COMPLETION & PRIOR TO INSTALLATION, 9. ELEVATOR PLANS & SPECIFICATIONS SHALL BE SUBMITTED BY CONTRACTOR FOR APPROVAL PRIOR TO INSTALLATION, 10, GRIDS A - K ARE ON CENTERLINES OF WALLS. 11. GRIDS L,M, & P ARE FACE OF STUD ON WALLS ON 2ND - 5TH FLOORS, 11. GRIDS N & ❑ ARE FACE OF STUD ON WALLS ON ALL FLOORS, 12. SEE SHEETS A7,01, A7,02, A7,03, AND A7,04 FOR WALL TYPE CALLOUTS HEARING IMPAIRED ROOMS IN ALL 7 HANDICAP ROOMS & 5 ADDITIONAL REQ, AS PER ADA, G) <�> 0 0 0 115' -10 5/8" PROVIDE ARTWORK DOWN CORRID ❑RS ON OPPOSITE SIDE OF WALL SCONCES (SEE ELECTRICAL FOR LOCATIONS) TYPICAL ALL FLOORS, 29' -2 1/2" 38' -1 1/8" sm 25' -3" 31' -11 1/2" 0 0 O i CV 33' -10 1/2" FOURTH FLOOR P LAN 1/8' =1' -0' AREA TABULATIONS 2 FLOOR LEVEL AREA 3 4 FIRST FLOOR 16,297 SF 7.07 14,117 SF THIRD FLOOR 14,117 SF FOURTH FLOOR 14,117 SF AN 14,117 SF 0 0 TOTAL 1 72,765 SF 1 QUEEN / QUEEN ACCESSIBLE (ROLL -IN) 0 1 0 0 1 QUEEN / QUEEN SUITE 5 5 5 5 I QUEEN / QUEEN SUITE ACCESSIBLE (TUB) 0 1 0 0 1 4 KING 5 5 15 c 20 I I 0 0 I 0 KING WHIRLP❑ ❑L A KING i 4 WHIRLPOOL B i 1 DN I 0 1 KING WHIRLPOOL A 1 0 1 1 3 KING WHIRLPOOL B 1 1 1 4 KING WHIRLPOOL ACCESSIBLE 0 1 QUEEN QUEEN QUEEN QUEEN 1 KING SUITE BRIDAL 0 0 11 I 2 KING SUITE 3 3 3 1 3 I 402 400 1 03 1 1 DN UP KING SUITE ACCESSIBLE (TUB) 1 0 0 in I 1 I i TOTAL ACCESSIBLE REQUIRED (TUB) TF I I I 12 1 1 1 5 TOTAL ACCESSIBLE REQUIRED (ROLL -IN) 2 TOTAL ACCESSIBLE PROVIDED (ROLL -IN) 11 11 10 10 2 TOTAL QUEEN / QUEEN ROOMS 16 02 ® 16 I 02 I 67(58 TOTAL KING ROOMS Q v~i 11 13 12 I i 03 02 �t 02 CO 29 29 29 29 116 ni �---- - - - - -- ---- - - - - -- 01 01 03 VAT ❑R 03 02 02 Co i LOBBY # 1 44 I VATOR # 2 I 06 I 45 I QUEEN QUEEN QUEEN QUEEN 02 i 403 401 VENDING 47 TV BRIDAL i 45 EQUIPMENT 47 i I KING SUITE I i GUEST LAUNDRY 46 i I � CO i 0 0 O i CV 33' -10 1/2" FOURTH FLOOR P LAN 1/8' =1' -0' AREA TABULATIONS FLOOR LEVEL FLOOR LEVEL AREA 3 4 FIRST FLOOR 16,297 SF SECOND FLOOR 14,117 SF THIRD FLOOR 14,117 SF FOURTH FLOOR 14,117 SF FIFTH FLOOR 14,117 SF 0 0 TOTAL 1 72,765 SF 4 7.06 31' -11 7/8" C 2 0 Lo k Lo 0 I i� N N N I .n 0 r ro ROOM TABULATIONS FLOOR LEVEL GUEST ROOMS 2 3 4 1 5 TOTAL QUEEN / QUEEN QUEEN/QUEEN 1 1 1 11 44 QUEEN / QUEEN ACCESSIBLE (TUB) 0 0 0 1 1 QUEEN / QUEEN ACCESSIBLE (ROLL -IN) 0 1 0 0 1 QUEEN / QUEEN SUITE 5 5 5 5 20 QUEEN / QUEEN SUITE ACCESSIBLE (TUB) 0 1 0 0 1 KING KING 5 5 15 5 20 KING ACCESSIBLE (TUB) 0 0 1 0 1 KING ACCESSIBLE (ROLL -IN) 1 0 0 0 1 KING WHIRLPOOL A 1 0 1 1 3 KING WHIRLPOOL B 1 1 1 1 4 KING WHIRLPOOL ACCESSIBLE 0 1 jo 0 1 KING SUITE BRIDAL 0 0 11 1 2 KING SUITE 3 3 3 1 3 12 KING SUITE TYPE B 1 IL 1 1 4 KING SUITE ACCESSIBLE (TUB) 1 0 0 in I 1 TOTAL ACCESSIBLE REQUIRED (TUB) 5 TOTAL ACCESSIBLE PROVIDED (TUB) 11 12 1 1 1 5 TOTAL ACCESSIBLE REQUIRED (ROLL -IN) 2 TOTAL ACCESSIBLE PROVIDED (ROLL -IN) 11 11 10 10 2 TOTAL QUEEN / QUEEN ROOMS 16 18 16 17 67(58 TOTAL KING ROOMS 13 11 13 12 49(42%) TOTAL ROOMS 29 29 29 29 116 z z W � ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS z _0 1-- REVISIONS: U D z 0 U 0 LL TITLE: FOURTH FLOOR PLAN PROJECT NO: 04042 DATE 10 -14 -04 SHEET NO: r ■ • • • ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS z _0 1-- REVISIONS: U D z 0 U 0 LL TITLE: FOURTH FLOOR PLAN PROJECT NO: 04042 DATE 10 -14 -04 SHEET NO: r ■ Integra Service Group z _O C.) D Z O U O LL.. C,�' CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 > < REFER T❑ STRUCTURAL — DRAWINGS — F ❑R SPACING). z G cl) 7 A10 J ca W W O _ -� J T i 4 A10 0 U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS WALL LEGEND < REFER T❑ STRUCTURAL — DRAWINGS — F ❑R SPACING). 4, 6 A10 — 7 A10 0 9 A10 4 5 A10 _ 3 A10 _ 4 A10 6, 8 A10 0 A10 7, A10 v < REFER T❑ STRUCTURAL — DRAWINGS — F ❑R SPACING). 4, PARTY WALLS TO BE 3 -5/8" METAL STUDS OR 1 3 7 -5/8" CONCRETE BLOCK SEE FLOOR PLANS FIRST FLOOR FOR L ❑CATIONS SECOND FLOOR (REFER TO STRUCTURAL DRAWINGS FOR SPACING). 5, BUILDING SHALL BE ONE HOUR FIRE RATED FOURTH FLOOR THROUGHOUT, 6, STAIRWELLS, ELEVATOR SHAFTS, & LAUNDRY 0 CHUTE TO BE 2 HR, CONSTRUCTION. 7, CENTER WINDOWS IN UNITS UNLESS OTHERWISE 1 N ❑TED, 8, BUILDING SHALL BE EQUIPPED WITH A NFPA 13 0 FIRE SPRINKLER SUPPRESSION SYSTEM. PLANS & 1 SPECS. SHALL BE SUBMITTED FOR APPROVAL 5 BY THE FIRE SUPPRESSION CONTRACTOR UPON 5 COMPLETION & PRIOR TO INSTALLATION. 9, ELEVATOR PLANS & SPECIFICATIONS SHALL BE 0 SUBMITTED BY CONTRACTOR FOR APPROVAL 0 PRIOR TO INSTALLATION. 10, GRIDS A — K ARE ON CENTERLINES OF WALLS. 11, GRIDS L,M, & P ARE FACE OF STUD ON WALLS ON 5 2ND - 5TH FLOORS, 11. GRIDS N & ❑ ARE FACE OF STUD ON WALLS 20 ❑N ALL FLOORS, 12. SEE SHEETS A7,01, A7.02, A7.03, AND A7,04 1 FOR WALL TYPE CALLOUTS 1 KING ACCESSIBLE (ROLL -IN) HEARING IMPAIRED ROOMS IN ALL 7 HANDICAP 0 0 ROOMS & 5 ADDITIONAL REQ. AS PER ADA, FIFTH FLOOR PLAN 1/8'=l'—O" PROVIDE ARTWORK DOWN CORRIDORS ON OPPOSITE SIDE OF WALL SCONCES (SEE ELECTRICAL FOR LOCATIONS) TYPICAL ALL FL ❑ORS, AREA TABULATIONS FLOOR LEVEL FLOOR LEVEL AREA 1 3 4 FIRST FLOOR 16,297 SF SECOND FLOOR 14,117 SF THIRD FLOOR 14,117 SF FOURTH FLOOR 14,117 SF FIFTH FLOOR 14,117 SF 0 0 TOTAL 1 72,765 SF ROOM TABULATIONS FLOOR LEVEL GUEST ROOMS 2 1 3 4 15 TOTAL QUEEN/QUEEN QUEEN / QUEEN 11 11 11 Ill 44 QUEEN / QUEEN ACCESSIBLE (TUB) 0 0 0 1 1 QUEEN / QUEEN ACCESSIBLE (ROLL -IN) 0 1 0 0 1 QUEEN / QUEEN SUITE 5 5 5 5 20 QUEEN / QUEEN SUITE ACCESSIBLE (TUB) 0 1 0 0 1 KING KING 5 5 5 5 20 KING ACCESSIBLE (TUB) 0 0 1 0 1 KING ACCESSIBLE (ROLL -IN) 1 0 0 0 1 KING WHIRLPOOL A 1 0 1 1 3 KING WHIRLPOOL B 1 1 1 1 4 KING WHIRLPOOL ACCESSIBLE 0 1 0 0 1 KING SUITE BRIDAL 0 0 1 1 2 KING SUITE 3 3 3 3 12 KING SUITE TYPE B 1 1 1 1 4 KING SUITE ACCESSIBLE (TUB) 1 0 0 0 1 TOTAL ACCESSIBLE REQUIRED (TUB) 5 TOTAL ACCESSIBLE PROVIDED (TUB) 1 2 1 1 5 TOTAL ACCESSIBLE REQUIRED (ROLL -IN) 2 TOTAL ACCESSIBLE PROVIDED (ROLL -IN) 1 1 1 0 0 2 TOTAL QUEEN / QUEEN ROOMS 16 18 16 17 67(58%) TOTAL KING ROOMS 13 11 13 12 49(42%) TOTAL ROOMS 29 29 29 29 116 SEAL: 1� REVISIONS: PROJECT NO: DATE: ShEET NO: A2mO5 04042 10 -14 -04 Integra Service Group STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ROOF TOF (SEE MEC ZOOF TOP MECHANI :SEE MECH,) ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY /ADA COMMENTS N OTES; 1. SEE PLUMBING PLANS FOR ROOF DRAINS AND EMERGENCY DRAINS CONNECTIONS. 2. PROVIDE ROOF PROTECTION AT WALKWAYS' AND AROUND EQUIPMENT 3. PROVIDE FLASHING WHERE REQUIRED TO MAINTAIN A WATER TIGHT BUILDING. 4, SEE SHEET P1 FOR ROOF DRAIN AND OVERFLOW INF❑RMATI ❑N. B 1 R0 rlluur .umr -iil III PROJECT NO: 04042 DATE: 10 -14 -04 SHEET NO: A3.00 CONSULTANTS: CIVIL ENGINEER cn 1 J od 2 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: IOt8g r8 S8[ViOR G[0UU _ PROVIDE BLOCKING AND POWER ONINATE WITH SIG & PACKAGE ELEV 53-4" TOP OF STEEL EIFS TRIM 2" DRANA8LE BF3 SYSTEM --- 1/2^ SCORE JOINT ELEV42'-0" TOP OF SLAB EIFST0M ----- PAINTED CFRC BAN TOP OFSLAB CUSTOM COLOR THERMALLY BROKE ALUMINUM WINDOW SYSTEM WITH IN TEGRAL ARCHITECTURAL PTAC LOUVER CLEAR GLASS _ -R'-'___ OI L ELEV 23'-4 " EIFS SYSTEM 2" REVEAL PAINTED GFRC BAND TOP OF SLAB \ `^______________ oil / EIFS TRIM RIGHT ELEVATION PROVIDE BLOCKING AND POWER FOR SIGNAGE AT Abl��O.C�TIONS PAC AGE BPS PARAPET CAP ELEV53'-4 TOP OF STEEL EIFS TRIM 2" DRAINABLE 1/2' SCORE JOINT TOP OF SLAB EIFS TRIM _ PANTED GFRC EIFS SURROUND TOP OF SLAB CUSTOM COLOR THERMALLY BROKE ALUMINUM WINDOW SYSTEM WITH INTEGRAL ARCHITECTURAL PTACLOUVER CLEAR GLASS , , 2'' DRAINABUE ELEV 23-4 E|FS SYSTEM TOP OF SLAB 2" REVEAL PAINTED 0FRC BAND TOP OF SLAB DRESSED BUULNOSE BFS TRIM CULTURED STONE - DRESSED BULLN0SE TOP OF SLAB . � '�O) r, ELEVATIFlN 1/8"=1'-0° � �___________________________� | [>pp. HAND | | \ / \ / ------------------------------ ~ ,,~~,~`~`~,~~~�, , `~, .CIVIL ENGINEER STRUCTURAL ENGINEER LI GHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo ND 58103 701-293-1350 K8�P LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 z 0 ry �y LL w NN ~ ISSUED IF : SCHEMATIC DESIGN SIG DE - - CONSTRUCTION DOCUMENTS - REVISIONS TITLE: EXTERIOR ELEVATIONS ' SEEM 04042 triloo M Lil00 M 1p' — p 1 " 0 QUEEN QUEEN 1?' -1 NZ Lnm co L000 co 14' -1 Q 1/4 " =1' -0" NOTES 1. ALL DIMENSI ❑NS ARE FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE NOTED,' 2, VERIFY PARTY WALL WIDTH W/ FLOOR PLANS,' 38" Q LnIOD M LIw co NZ U�100 M Is 14 -1 QUEEN QUEEN ACC. (TUB) 1/4 " =1' -0" - WALL LEGEND 1� _ 1 6 A10 7 A10 3 - 9 A10 4 - 5 A10 c o A10 6 4 A10 _j 8 A10 g 11 A10 9 12 A10 Integra Service Group 'go 05 OF CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 > 1� z 0 < cl) U) c o W 0 _j T i J U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS a L9 I U QUEEN QUEEN SUITE 1/4 " =1' -0" e LOICO M F, QUEEN QUEEN SUITE ACC. (TUB) 1/4 " =1' -0" TITLE: 0 ENLARGED Z � UNIT PLANS U O D PROJECT NO: oaoaz DATE: Baia -oa SHEET NO: A5.01 WALL LEGEND 10TES; ALL DIMENSIONS ARE FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE NOTED. VERIFY PARTY WALL WIDTH W/ FLOOR PLANS, I u�1o0 m iloo cl) NI 1 P' -1 ?" (D L ,, / — NG 19' -7 7 ft h o c it KING WHIRLPOOL "A" 1/4 " =1' -0" 1 rp' -1 a r`ic 0 i N M 6 A10 7 A10 cl) A10 S A10 3 A10 © A10 _ 8 A10 A10 C� l2 A10 10TES; ALL DIMENSIONS ARE FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE NOTED. VERIFY PARTY WALL WIDTH W/ FLOOR PLANS, I u�1o0 m iloo cl) NI 1 P' -1 ?" (D L ,, / — NG 19' -7 7 ft h o c it KING WHIRLPOOL "A" 1/4 " =1' -0" 1 rp' -1 a r`ic 0 i N M ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT a LM i PERMIT CONSTRUCTION DOCUMENTS Liico M tnico co e inIco co I 1cc) m KING SUITE BRIDAL. 1/4 " =1' -0" a i EKING WHIRLPOOL "B" - 11. 1/4 " =1' -0" 14' -1 5 KIN � LNG SUITE TYPE B Z O U D Z O U O LL Integra Service Group 1, s • • CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 REVISIONS: 01 PR OJECT z ENLARGED UNIT PLANS • SHEET • A5.02 04042 10 -14 -04 cl) W ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT a LM i PERMIT CONSTRUCTION DOCUMENTS Liico M tnico co e inIco co I 1cc) m KING SUITE BRIDAL. 1/4 " =1' -0" a i EKING WHIRLPOOL "B" - 11. 1/4 " =1' -0" 14' -1 5 KIN � LNG SUITE TYPE B Z O U D Z O U O LL Integra Service Group 1, s • • CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 REVISIONS: 01 PR OJECT z ENLARGED UNIT PLANS • SHEET • A5.02 04042 10 -14 -04 Lr)lco (y) N nloo (y) Lnm (y) LnioD (y) U'X00I (y) LnIco (y) 1,4 1 -113# KING ACCESSIBLE (TUB)- 19' - 7,3 ' KING SUITE ACCESSIBLE (TUB) 1/4'=l'—O' nloo m 1 . L0100 m KING ACCESSIBLE (ROLL-IN)- l7/—p7t/ m ;h Lnioo co Lnico M KING WHIRLPOOL ACCESSIBLE (TUB) LEGEND - WALL KA107 QV 4 K& ri NOTES: 1. ALL DIMENSIONS ARE FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE NOTED, 2, VERIFY PARTY WALL WIDTH W/ FLOOR PLANS, I n te g r a Se r v i c e Group 0 CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE% 700 Main Avenue Fargo, ND 58103 701-293-1350 MEP LIGHTOWLER JOHNSON ASSOCIATE! 700 Main Avenue Fargo, ND 58103 701-293-1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS PROJECT NO: 04042 DATE: 10-14-04 SHEET NO: A5mO3 I ............ ............... Q UEEN I/ ......................... )L .......... .......... - ............... Y/ ..... ........... ............ ............. I " 0 -3 W CAM iI ................ �'llll .............. ....... . ...... . A ll li QUEEN QUEEN ACC, (ROLL-IN) 1/4"=l'-0` QUEEN QUEEN SUITE ACC, (TUB) 1/4"=1'-0' \--" j1/4'=1'-0' QUEEN 3 J 1/4'=1' -0- UEEN ACC, (TUB) FURNISHING PLANS WILL BE DONE BY OTHERS. I n t e g r a S 9 r v i c e Gr SEAL: 006 OF CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1360 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS z 0 0 REVISIONS: U) Z 0 0 w 0 U— I SHEET NO: A6mOl TITLE: ENLARGED z w UNIT FURNITURE 0 PLANS 01 PROJECT NO: 04042 DATE: 10-14-04 SHEET NO: A6mOl I n t e g r a S ervice Gr o u p /4" D KING l = l t- 0 // KING WHIRLPOOL //A// 1/4 .................. ........... (t -5� ! t I �u KING 1/4'=l'—O' STRUCTURAL ENGINEER LIGHTOWLERJOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 1 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS KING-SUITE BRIDAJ (D K ING ,/- \ =J E KING SUITE TYPE B, WHIRLPOOL "B" FURNISHING PLANS WILL BE DONE BY OTHERS, PH: 214.369.5020 FAX: 214.265.9460 SEAL: I > 17 C 0 0 0 F4 CONSULTANTS: CIVIL ENGINEER F /4" D KING l = l t- 0 // KING WHIRLPOOL //A// 1/4 .................. ........... (t -5� ! t I �u KING 1/4'=l'—O' STRUCTURAL ENGINEER LIGHTOWLERJOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 1 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS KING-SUITE BRIDAJ (D K ING ,/- \ =J E KING SUITE TYPE B, WHIRLPOOL "B" FURNISHING PLANS WILL BE DONE BY OTHERS, PH: 214.369.5020 FAX: 214.265.9460 SEAL: I > 17 C 0 0 0 F4 CONSULTANTS: CIVIL ENGINEER ............... 1 ............. ............... 4 ............................. ........... ............ . .......... ......... ... Vv ....... ... MDR KING ACCESSIBLE (TUB) 1/4'=l'—O' KING SUITE ACCESSIBLE (TUB). O r KING ACCESSIBLE (ROLL-IN)- N'.- Y" it O KING WHIRLPOOL ACCESSIBLE (TUB) 1/4'=I'—O' FURNISHING PLANS WILL BE DONE BY OTHERS, z 0 0 D cn Z 0 0 w 0 U- z w 2 D 0 0 I n t e g r a S ervice Gr o u p CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: PROJECT NO: 04042 DATE: 10-14-04 SHEET NO: A6mO3 WALL LEGEND 313" 3 16 ' NOTE FURNISHINGS DONE BY OTHERS, Integra Service Group SEAL: STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 a LnIco co AND EQUIPMENT LIST TILES WIDE ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT 7 5„ PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY /ADA COMMENTS I 3/16' =1' -0" ENLARGED LOBBY/LOUNGE PLAN PROJECT NO: 04042 DATE: 10 -14 -04 SHEET NO: A7.01 CONSULTANTS: CIVIL ENGINEER 6 A10 7 A10 _ 9 S A10 _ 3 A10 — 4 Alo s A10 12 A10 313" 3 16 ' NOTE FURNISHINGS DONE BY OTHERS, Integra Service Group SEAL: STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 a LnIco co AND EQUIPMENT LIST TILES WIDE ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT 7 5„ PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY /ADA COMMENTS I 3/16' =1' -0" ENLARGED LOBBY/LOUNGE PLAN PROJECT NO: 04042 DATE: 10 -14 -04 SHEET NO: A7.01 CONSULTANTS: CIVIL ENGINEER I nte g ra S e r v i c e Grou WALL LEGEND I 75 // 75' 8 8 35" 8 35" 75# < 3 >7 - 1]. 8 / �— A10 00 3 0 8 w (!) �— A30 �— A10 • 75 // 75' 8 8 35" 8 35" 75# 10'-2 8 i� /1, 5-8# 1]. 8 / W 10'-4 ' — 00 i ..... . . .... . . .......... J CD D ............. �7 �09 75 LB.. 4 � ..... .... .. .. . n SIN rl 0i I 0i 1-1 ra. RECEIVING L25 (y) Lr)100 12'-1 8 SHELVING ' z: 1 10 MECH. \/ 0 6 > it I I �n w MAINTENANCE L23 w • LINEN M r nloo r- < 1 LL 2 7 _1 I Up, L20 z G') VE I V v I N 11F CE A T 0 1 LAUNDRY co EMPLOY S OAK SINK WASHER n E E II ii i lcD LO 3. UNGE ►� �� L21 9IC I lu u MIC LAUNDRY CHUTE 10 BUSHEL D ......... . CARTS 75 LB, ....... . .. I I i I i ITABLE & 14 CHAIR� ELEV, EQUIP, co L45 'Ico z • q W w 00 0 8 w (!) 80 LB, 80 LB, 80 LB, 0100 THICK ISOLATED SLAB AT WASHERS LOCATION WITH TRENCH 7,06 I DRAIN - CO❑RIDINATE LOCATION WITH MECHANICAL 75' 14'-5Zfl 38' N 24'-7 8 35' 3 13, i - — - — - — - — - — - — - — - — - — - — - — - ----- ---- CE-1 3 3 35' SER V ICE 1 --9 C11RRID11F 4'-0 3 -2 k CD w V u 0 ' � 1 ii D I � 4 75 LB. x L22 MECH, ECTRICA L27.3 NOD < LP61 Lnl%D In 2 NITO L24 10 A A 9 .D 56" x 60' ❑prm AR 10'-2 11 7'-0' 8 8 Ll 2 Ll 5 75# 75# 38 38 - DOLE 5'-2Z' 71-3# 8'-5-L# 6'-10e' 8 1- 8 0 8 1 1 8 �10 LL I 7 # 3 5 8 " 75' & � 38' RECESSED SLAB AT WALK-IN— COOLER AND FREEZER COORDINATE WITH STRUCTURAL �i�� 1 ENLARGED BACK—OF—HOUSE PLAN o 75# mi. m II NiAl owl , — WaIll ARM`, k xz ............ (P 24'--72" 313 16 >= z • cl) 0 8 w (!) 0 w X • SEE SHEET K1,00 FOR AN EQUIPMENT LIST k CD w V u 0 ' � 1 ii D I � 4 75 LB. x L22 MECH, ECTRICA L27.3 NOD < LP61 Lnl%D In 2 NITO L24 10 A A 9 .D 56" x 60' ❑prm AR 10'-2 11 7'-0' 8 8 Ll 2 Ll 5 75# 75# 38 38 - DOLE 5'-2Z' 71-3# 8'-5-L# 6'-10e' 8 1- 8 0 8 1 1 8 �10 LL I 7 # 3 5 8 " 75' & � 38' RECESSED SLAB AT WALK-IN— COOLER AND FREEZER COORDINATE WITH STRUCTURAL �i�� 1 ENLARGED BACK—OF—HOUSE PLAN o 75# mi. m II NiAl owl , — WaIll ARM`, k xz ............ (P 24'--72" 313 16 >= z • cl) 0 8 w (!) 0 w X • ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY/ADA COMMENTS TITLE: ENLARGED BACK—OF—HOUSE PLAN PROJECT NO: 04042 DATE: 10-14-04 SHEET NO: I�1� WALL LEGEND A10 7 A10 S A10 4 5 A10 _ 3 A10 6 4 A10 _j A10 A10 12 A10 a lnlco I a U710J u R a m I o� a SIN 1 co Integra service Group SEAL: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 >0m cl) C/) J � W 0 _j T i J 0 U 2/-45/ ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT ENLARGED MEETING ROOM/PREFUNCTIO PLAN 3/16 " =1' -0" NOTE= 1, VERIFY DEPTH AND WIDTH OF MEETING ROOM PARTITION WALL NICHE'S WITH MANUFACTURER, 2. SEE SHEET Rl FOR PARITION DETAIL, PERMIT CONSTRUCTION DOCUMENTS REVISIONS: Q 10 -28 -04 CITY /ADA COMMENTS ENLARGED- )♦ PROJECT NO 0404: DATE 10 -14 -0 SHEET NO: WALL LEGEND lam 1 6 A10 � 7 A10 3 A 4 5 A10 3 A10 .6 4 A10 J A10 g 11 A10 9 12 A10 7 5" 7 5/J 8 " 8 3' -9 5' -10 2 8 •'Id I I 1co tf') I Q0 trAco m co i 1.0100 G I N `r 1co M I 01co 1 7.07 I m I I 1 1 1 A7,11 1 ALTERNATING BANDS OF CT —1 AND CT -2 TWO TILES WIDE Inroo in Inic co 56" X 60 OP EIA AREA a NCO i N I'�in■i�r7fA ■■ �_ f� ll�� 11■ II 38" 9' -18" is 18' -34" 8" 75' 6' -26" O m I 1 1 I I I I I I UP I I 5' -04" i I � i 1 I MECH, L17 POOL —____ — ____= , I L05 i I ELEV. EQUIP. I I 2 A7.1 4 L06 I 3 - 1 1 I II II I ( I DRINKING FOUNTA I i I I EL VAT ❑R I # 1 , I I I 1 1 6 3 5 a 8 1 EL VAT ❑R I �' / `r v \ % \ 6 i i� I 2 5 -- 4 A 7 A7,1 4 3 3 10'-2 , 8n O I► ' 7 8'J 78" 38" lam o � a o� J W _ :y J t � J tnioo� -: F 1 1 I I I I I I UP I I 5' -04" i I � i 1 I MECH, L17 POOL —____ — ____= , I L05 i I ELEV. EQUIP. I I 2 A7.1 4 L06 I 3 - 1 1 I II II I ( I DRINKING FOUNTA I i I I EL VAT ❑R I # 1 , I I I 1 1 6 3 5 a 8 1 EL VAT ❑R I �' / `r v \ % \ 6 i i� I 2 5 -- 4 A 7 A7,1 4 3 3 10'-2 , 8n O I► ' 7 8'J 78" 38" w - 6" i— --� J' INS I � I 7 5,J I 8 9' - 14" 1 6' -2 � �� \� � � >A. _'•\�� ice`` i' i , , i EXERCISE L07 _...... .... . ................. -- ............. .- ................... 2 ................................. ......................: 56 "I X 60" OPIN 'REA { � I , ENLARGED POOL AREA PLAN 1/4 " =1' -0" 0 Q Q ^ � r-, 0 �r �D I a �0 - 4 Integra Service Group CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 >mm lam o � a o� J W _ :y J t � J U 7y �JJ �'1 I 2' -11 2'- I 1 I I I , I I I I I I . w - 6" i— --� J' INS I � I 7 5,J I 8 9' - 14" 1 6' -2 � �� \� � � >A. _'•\�� ice`` i' i , , i EXERCISE L07 _...... .... . ................. -- ............. .- ................... 2 ................................. ......................: 56 "I X 60" OPIN 'REA { � I , ENLARGED POOL AREA PLAN 1/4 " =1' -0" 0 Q Q ^ � r-, 0 �r �D I a �0 - 4 Integra Service Group CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 >mm lam o � a o� J W _ O J J U a ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY /ADA COMMENT 1 � , PROJECT NO: 04042 DATE 10 -14 -04 SHEET NO: I��L! 2 7.05. A a 0 r, c PORTE COCHEREL___ PLAN 1/4' =1' -0' 3" STEEL TUBE COLUMN FOR FRONT ELEVATION AND E:I:F,S. COLUMN — SEE LUMNS AND ROOF 3" STEEL TUBE TRUS WELDED CHANNELL GUTTER AT CANOPY EDGE EEL BEAM TUBE PURLINS WELDED BE STEEL PURLINS— WHITE n A"W I 1.5" MODULAR BATTENS AT EACH JOINT ATTACHED AR" TONGUE AND GROOVE PANEL )E SUNTUF INC. P❑LYCARB❑NATE . . .♦ OR STABILITY RAM STEM li'mm c � -- )PORTE COCHERE FRONT ELEVATION 3 =EL I —BEAM ROOF FRAMING :D TO TRUSS 3" STEEL TUBE PURLINS WELDED EEL BEAM ROOF FRAMING 3' STEEL TUBE COLUMN AT END OF FRAMING CHANNELL GUTTER AT CANOPY EDGE AWAY FROM BUILDING 3' STEEL TUBE CROSS BRACING WELDED EEL TUBE COLUMNS 10" x 4" SUPPORT BLOCK RED TO COLUMN APPLIED COLUMN TRIM V REVEAL AT CENTER OF COLUMN OVER 2' FOAM AND SHEATHING METAL STUD FRAMING ONE BULLNOSE — TO MATCH IOSE AT BASE OF BUILDING 24' ARRISCRAFT BLOCK z 0 F_ U) z 0 U w 0 U_ Integra Service Group CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: SHEET NO: A7. -6' x 8' STEEL TUBE FRAMING WELDED TO COLUMNS AND ROOF FRAMING "" ' 'IDE SUNTUF INC. P❑LYCARB❑NATE AR' TONGUE AND GROOVE PANEL WITH ]DULAR" BATTENS AT EACH JOINT ATTACHED BE STEEL PURLINS W/ SS SCREWS— WHITE �v 40' -02' ' t — ;: r-- . ............... - --; ;�' ,! ;!--;; ................ ...._.......- --.... .._..._................-- -..._; .................... ...!t... .. ............ .................... j- ;� ;; ;: !i ;i :'... - .._ ..... ................ ...._.t ................ ...._' :- '..:., .... ......- } .............. ; ir- :........- ......... ......_....... ...,} . _ " ............... _..._. -I'.. J 3 ' - 9 1„ 2 8,_01" 8 8'_01n 8 8 ,_ 0 1n 8 8 ' - 8 5' 00 00i� 1.5" MODULAR BATTENS AT EACH JOINT ATTACHED AR" TONGUE AND GROOVE PANEL )E SUNTUF INC. P❑LYCARB❑NATE . . .♦ OR STABILITY RAM STEM li'mm c � -- )PORTE COCHERE FRONT ELEVATION 3 =EL I —BEAM ROOF FRAMING :D TO TRUSS 3" STEEL TUBE PURLINS WELDED EEL BEAM ROOF FRAMING 3' STEEL TUBE COLUMN AT END OF FRAMING CHANNELL GUTTER AT CANOPY EDGE AWAY FROM BUILDING 3' STEEL TUBE CROSS BRACING WELDED EEL TUBE COLUMNS 10" x 4" SUPPORT BLOCK RED TO COLUMN APPLIED COLUMN TRIM V REVEAL AT CENTER OF COLUMN OVER 2' FOAM AND SHEATHING METAL STUD FRAMING ONE BULLNOSE — TO MATCH IOSE AT BASE OF BUILDING 24' ARRISCRAFT BLOCK z 0 F_ U) z 0 U w 0 U_ Integra Service Group CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: SHEET NO: A7. -6' x 8' STEEL TUBE FRAMING WELDED TO COLUMNS AND ROOF FRAMING "" ' 'IDE SUNTUF INC. P❑LYCARB❑NATE AR' TONGUE AND GROOVE PANEL WITH ]DULAR" BATTENS AT EACH JOINT ATTACHED BE STEEL PURLINS W/ SS SCREWS— WHITE WALL LEGEND 6 A10 7 A10 S A10 4 5 A10 C ) d A10 6 4 A10 _ 8 A10 g 11 A10 (� 12 A10 e V a nim m a nioo r` SERVICE ELEVATOR I ,FIRST FLOOR PLAN I - -- 1/4 "=1' -0" 7 5" a nloo m L000 m LnI 13,. 3 16 c c TYPICAL FLOOR PLAN 1/4 " =1' -0" @ 2ND, 3RD, 4TH, AND 5TH FLOORS 13" 9 H �S. 3 16 a LrnOD m uniao m I A 9" Integra Service Group SEAL: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY /ADA COMMENI PUBLIC ELEVATOR 1/4 " =1' -0" a c SECOND & FOURTH FLOOR PLANS 1/4 " =1' -0" a a -75„ 3 16" 1/4" =1' -0" ENLARGED ELEVATOR PLANS PROJECT NO: 04042 DATE 10 -14 -04 SHEET NO: A7.06 PUBLIC ELEVA PUBLI ELEVATORS U) C ) d c) • ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY /ADA COMMENI PUBLIC ELEVATOR 1/4 " =1' -0" a c SECOND & FOURTH FLOOR PLANS 1/4 " =1' -0" a a -75„ 3 16" 1/4" =1' -0" ENLARGED ELEVATOR PLANS PROJECT NO: 04042 DATE 10 -14 -04 SHEET NO: A7.06 PUBLIC ELEVA PUBLI ELEVATORS 7 8 n I f ,_ a 11„ WALL LEGEND — -� 1 6 A10 =) A10 <10> A10 5 A10 A10 6 4 A10 1 8 A10 \/ 11 A10 DN 12 A10 n1co co Q J rr noo r U�ICO m rrnoo Vt STAIR #1 FIRST FLOOR PLAN unIO0 a Q I Q r- L c r oo co L I a a c r v 1STAIR #2 FIRST FLD�R PLAN a N I R n 7 38" — -� - - If - =) N <10> cf) J� W U 1 11 i 2 moo m I N i DN .-�100 m I M N I RICO I H I fl 1 i/ I--I � a I in 2 Z r � V l (3 —RUN) UP J y1j) 1 DN co 3 PEE EQUI L04° 35n 8 . a UP o 3 _ IU i UP DN 4' -4" 4' -4" o # rY � Q 3 - 7n, -+ —IN 10 I 10 UP C;I0D w D DN I 2 5 ,_ 0 8„ 4 ,_ 9 8„ ENLARGED 4' -4" 4' -4" 10 N 75" 35" 316 n Y) w 2 5' -08" 4' -98" � Ftt ' ' m j - r- I 3 13" 7 TREADS @ 11" 8 RISERS @ 7" a 'n'� 1 � Q1 4/ -4// 01 w UP 01 4' -4# .A N 01 :D y 2� MECH. 13.02 L SIMILI .a �p i D H 0 -1- MECH. 13.02 L17 I ' w w 10'-28" SPRINKLER L28 ' �-+IN co J rr noo r U�ICO m rrnoo Vt STAIR #1 FIRST FLOOR PLAN unIO0 a Q I Q r- L c r oo co L I a a c r v 1STAIR #2 FIRST FLD�R PLAN a N I R n 7 38" Pico Irmo c� J a 316" " 1 4" 316" -01 c,_n7n - - 1 CL i r1co rriloo c� rriloo CO — -� — — =) N <— cf) J� W U 1 11 i 2 moo m I N i DN .-�100 m I M N I RICO I H N 2 Z ol 4' -4" UP J y1j) 1 DN 1 ( a UP o 3 _ IU i UP DN 4' -4" 4' -4" o # rY � Q 3 - 7n, -+ —IN 10 I 10 UP C;I0D D DN I 2 5 ,_ 0 8„ 4 ,_ 9 8„ ENLARGED 4' -4" 4' -4" 10 N 75" 35" 316 n Y) w 2 5' -08" 4' -98" � Ftt UP 4' -4" cu ry H Q F - I <�> 3 13" 7 TREADS @ 11" 8 RISERS @ 7" a 'n'� 1 � Q1 0 .A N :D y 2� MECH. 13.02 L SIMILI .a �p i 3 w w 2 p SPRINKLER L28 ' �-+IN co 4 , _ 98 „ 5 ,_ 0 8„ v ..�13n 7, -2 V NOD °° 2'_6n n 3 13 " >_ RECEIVING L25 1111-4 % Pico Irmo c� J a 316" " 1 4" 316" -01 c,_n7n - - 1 CL i r1co rriloo c� rriloo CO ln�00 16 8 STAIR #1 TYPICAL PLAN 1/4 " =1' -0" @2ND, 3RD, & 4TH FLOORS 13„ / 7 5' 3 16 0Ico L r I c y ric 4 — -� — — =) N N cf) J� W U 2 z i 2 moo m I N i DN .-�100 m I M N I RICO I H N Z J y1j) 1 DN 1 ( IU i UP DN 4' -4" 4' -4" o # rY � Q 3 - 7n, -+ —IN 10 I 10 UP C;I0D D DN I 2 5 ,_ 0 8„ 4 ,_ 9 8„ ENLARGED 4' -4" 4' -4" 10 N 75" 35" 316 n Y) w 2 5' -08" 4' -98" � 3 13" PLANS � Q1 0 H M Q I r J 3 w w 4 , _ 98 „ 5 ,_ 0 8„ ..�13n ln�00 16 8 STAIR #1 TYPICAL PLAN 1/4 " =1' -0" @2ND, 3RD, & 4TH FLOORS 13„ / 7 5' 3 16 0Ico L r I c y ric 4 .� �g 8 STAIR #2 TYPICAL PLAN 5 1/4 " =1' -0" 22ND, 3RD, & 4TH FLOORS n1co LnIOo co Lnm r7 LADDER BOLTED TO CMU WALL FOR ATTIC ACCESS -TOUR RATED K 3' ATTIC ACCESS STAIR #1 FIFTH FLOOR PLAN 313# 16" 7 _ 8 � — 1 n,_73n � Ur r I r 4 z■ -- -b - =) N N cf) J� W U 2 z z 2 moo m I N i DN .-�100 m I M N I U H Z J y1j) O DN o ol 4' -4" w I Q f 3 ICU O UP DN 4' -4" 4' -4" o # rY � Q 3 - 7n, -+ —IN 10 I 10 D TITLE: 2 5 ,_ 0 8„ 4 ,_ 9 8„ ENLARGED 75" 35" 316 n Y) 2 5' -08" 4' -98" � 3 13" .� �g 8 STAIR #2 TYPICAL PLAN 5 1/4 " =1' -0" 22ND, 3RD, & 4TH FLOORS n1co LnIOo co Lnm r7 LADDER BOLTED TO CMU WALL FOR ATTIC ACCESS -TOUR RATED K 3' ATTIC ACCESS STAIR #1 FIFTH FLOOR PLAN 313# 16" 7 _ 8 � — 1 n,_73n � Ur r I r 4 Integra Service Group SEAL: 1� .` � CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 -293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 Q� z■ -- -b - =) Q N cf) J� W U 2 T i 2 moo m I N i 4' -4" lo DN U H Z J y1j) O DN o ol 4' -4" w I Q f 3 ICU O D TITLE: 2 5 ,_ 0 8„ 4 ,_ 9 8„ ENLARGED 75" 35" 316 Integra Service Group SEAL: 1� .` � CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 -293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 Q� z■ o =) Q cf) J� W U T i J U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS STAIR #2 FIFTH F PLAN PROJECT NO: DATE: ' ' 1 04042 10 -14 -04 316 n" 316" z■ 0 F- REVISIONS: U H Z J y1j) O O TITLE: N� Z ENLARGED STAIR � � PLANS 0 0 STAIR #2 FIFTH F PLAN PROJECT NO: DATE: ' ' 1 04042 10 -14 -04 316 n" 316" ELEVATION CURVES REFER TO PLAN FOR DIMENSIONS ON ae a I � �t I kD I *I WANQUETTE BACK ELEVATI011 1/2' =1' -0' ELEVATION CURVES REFER TO PLAN FOR DIMENSIONS — KNOLL IMAGO ACRYLIC PANELS o� RECESSED INT❑ CHANNEL RECESSED INTO WOOD TOP CAP WOOD CAP �"'� a WD O1 N LAMINATE COUNTER TOP (tl AT B U FET FRONT 't!r' TILE BASE NOTE; VERIFY COUNTER DEPTH WITH EQUIPMENT SUPPLIER, BUFFET SI EL 1/2' =1' -0" e r KNOLL IMAGO ACRYLIC PANELS RECESSED INTO CHANNEL RECESSED INTO WOOD TOP CAP WD 101 WOOD TOP CAP WC 101 TILE BASE P'1 F \ /ATTnI\i rl IR \ /FC BUFFET F RONT ELE 1/2 " =1' -0" 'PER PLASTIC LAMINATE 4BINETS LINT OF SALE )V OUTLET aLL MOUNTED PHONE ASTIC LAMINATE COUNTER TOP ❑WER PLASTIC LAMINATE ABINETS ART STORAGE IINYL BASE RF10M SERVIC STATION ELEVATION 1/2' =1' -0' 15' -6 1/2 " FLOOR PLAN 1/2' =1' -0" FAI ACRYLIC PANELS TO CHANNEL TO WOOD TOP CAP WOOD TOP CAP TILE BASE (2 "!BANQUETTE AREAS) R tr, 0 I �0 Integra Service Group PH: 214.369.5020 FAX: 214.265.9460 CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 N❑TEi VERIFY COUNTER DEPTH, LAYOUT, AND LENGTH WITH EQUIPMENT SUPPLIER, BUFFET FLOOR PLAN 1/2' =1' -0' NOTE: VERIFY COUNTER DEPTH, LAYOUT, AND LENGTH WITH EQUIPMENT SUPPLIER, BUFFET BACK ELEVATION WOOD GRAIN LAMINATE CABINETS FOR STORAGE ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY /ADA COMMEI` SHEET AM A7m0l? Fl F \ /ATTnm rIIPVFS 1 Z 0 10 ACRYLIC PANELS INTO CHANNEL D Q INTO WOOD TOP CAP cl) U) ® 1 W 0 06 W —j J STEEL WALL PANELS Q D FINISH V WOOD GRAIN LAMINATE CABINETS FOR STORAGE ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY /ADA COMMEI` SHEET AM A7m0l? Fl F \ /ATTnm rIIPVFS WC 101 WALLS BEYOND Le GRANITE COUNTER TOP / ~/ // 1/2'=l'—O' ~ ,~~,,SUL~,~,,—~ CIVIL ENGINEER STRUCTURAL ENGINEER 700 Main Avenue Fargo, ND 58103 WOOD GRAIN LAMINATE 701'293-1350 EXTERIOR OF MILLWORK MEP ---- |UGATOW|ERJOANSON ASSOC|ATI WOOD GRAIN LAMINATE Fargo, ND 58103 .[ BASE 701-293-1350 I PL 104 CABINETS FOR STORAGE 5, ANGLED VIEW 19 , ELEVATION- 1/2'=l'—O' ~ EQ. I EQ, EQ. I [Q. [Q. I EQ, *-\ESTAURANT BUFFET ELEVATION NOT TO SCALE ~ ~ CD ~ .. TILE BASE ------ IOi8g r8 SB[Yic8 G[DUO LASS FRONT COOLER ~ ,~~,,SUL~,~,,—~ CIVIL ENGINEER STRUCTURAL ENGINEER 700 Main Avenue Fargo, ND 58103 WOOD GRAIN LAMINATE 701'293-1350 EXTERIOR OF MILLWORK MEP ---- |UGATOW|ERJOANSON ASSOC|ATI WOOD GRAIN LAMINATE Fargo, ND 58103 .[ BASE 701-293-1350 I PL 104 CABINETS FOR STORAGE GRANITE COUNTER TOP lZ ~ EQ. I EQ, EQ. I [Q. [Q. I EQ, *-\ESTAURANT BUFFET ELEVATION NOT TO SCALE ~ ~ CD ~ .. TILE BASE ------ IOi8g r8 SB[Yic8 G[DUO LASS FRONT COOLER ~ ,~~,,SUL~,~,,—~ CIVIL ENGINEER STRUCTURAL ENGINEER 700 Main Avenue Fargo, ND 58103 WOOD GRAIN LAMINATE 701'293-1350 EXTERIOR OF MILLWORK MEP ---- |UGATOW|ERJOANSON ASSOC|ATI 7O0 Ma Avenue Fargo, ND 58103 .[ BASE 701-293-1350 ISSUED FOR: - SCHEMATIC DESIGN DESIGN DEVELOPMENT - PERMIT CONSTRUCTION DOCUMENTS , . ~~~,,,~_, �� 1� 10-28—O4 CITY/ADA COMMEt '-OBBY INTERIOR a SIR d' NOTE: VERIFY COUNTER DEPTH AND LENGTH WITH EQUIPMENT SUPPLIER, 1/2 " =1' -0" 7' -11" I 6" LINE ❑F CEILING 3' —l0a" a c N 2" BUILT UP STONE TOP WOOD VENEER PANELS WITH 1/4" REVEALS BRUSHED STAINLESS STEEL FOOT RAIL CLEAR SPACE NOTE; VERIFY COUNTER DEPTH AND LENGTH WITH EQUIPMENT SUPPLIER, 'DER ❑NT BAR SIDE ELEVATION 1/2 " =1' -0" a V I c FRONT BAR BACK ELEVATION 1/2 " =1' -0" NS AND S 2" BUILT UP STONE TOP BAR TOP WOOD VENEER PANELS WITH 1/4" REVEALS BRUSHED STAINLESS STEEL FOOT RAIL BACK BAR ELEVATInN V i 1/2 " =1' -0" LINE OF CEILING 39' -7Q" 38" I 7 19' -6" 8 19' -6" 38" 1, -3" 1 -3" ol 1' -3" 1' -3 o il 11 a I a� WD 02 a cu I N GN c� PT 03 a (U DF 11 �o I N BIG SCREED BY OWNER a �D T' STAIR —STE a c3-I DISPLAY, N ST 02 a N i O a i THREE DO[ cu N �`� __ VERIFY W `� FILL PANE V i 1/2 " =1' -0" LINE OF CEILING 39' -7Q" DOWNLIGHTS RECESSED INTO WOOD VENEER SOFFIT WITH RECESSED ROLL DOWN LOCKABLE COVER DOWNLIGHTS RECESSED INTO SOFFIT I TV P LIQUOR IERIFY WITH SUPPLIER —POINT OF SALE 2" BUILT UP STONE TOP ]R REFRIGERATOR [TH SUPPLIER LS ACCENT WALLCOVERING S AND IMAGO ACRYLIC PANELS BETWEEN BOOTHS FOR SEPERATI ❑N WALL MOUNTED DF 02 LIGHT FIXTURES VERTICAL WELT ON END OF BOOTHS UP 1 01 UPHOLSTERED BUILT —IN BOOTHS LAMINATE BASE AT BOOTHS TILE BASE 1/2 " =1' -0" OVERHANG ------ STONE TOP II FRONT BAR ELEVATION • �• • �� ST 02 ACCESSI] m� TILE BA: Integra Service G m I SEAL: �� ED A P N, gilt OF CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSO( 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSO( 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS 38" I 7 19' -6" 8 19' -6" 38" 1, -3" 1 -3" ol 1' -3" 1' -3 o il 11 a I a� o� c� GN c� cu (U �0 �D DOWNLIGHTS RECESSED INTO WOOD VENEER SOFFIT WITH RECESSED ROLL DOWN LOCKABLE COVER DOWNLIGHTS RECESSED INTO SOFFIT I TV P LIQUOR IERIFY WITH SUPPLIER —POINT OF SALE 2" BUILT UP STONE TOP ]R REFRIGERATOR [TH SUPPLIER LS ACCENT WALLCOVERING S AND IMAGO ACRYLIC PANELS BETWEEN BOOTHS FOR SEPERATI ❑N WALL MOUNTED DF 02 LIGHT FIXTURES VERTICAL WELT ON END OF BOOTHS UP 1 01 UPHOLSTERED BUILT —IN BOOTHS LAMINATE BASE AT BOOTHS TILE BASE 1/2 " =1' -0" OVERHANG ------ STONE TOP II FRONT BAR ELEVATION • �• • �� ST 02 ACCESSI] m� TILE BA: Integra Service G m I SEAL: �� ED A P N, gilt OF CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSO( 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSO( 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS LINE I 1/4" REV CONTRAS] ACCENT WALLCOVERING BRUSH STEEL ELEVA' CALL BUTTONS— BY OWNER — BR STAINLESS STEE FLUSH WOOD VENEER PANELS WITH 1/4" REVEALS IN CONTRASTING STAIN SOLID WOOD BASE ELEVATOR ELEVATION 1/2 " =1' -0" EQ, LINE 1/4" REN, CONTRAS' FLUSH WOOD VENEER PANELS WITH 1/4" REVEALS IN CONTRASTING STAIN 6" DEEP DRAPERY TF RECESSED INTO CEIL SLATE TILES TI FLUSH WITH WE 12 X 12 SLATE TILE THIN SET EQ, 1' 6' 1' LOBBY FEATURE ELEVATIDN COLUMN ELEVATIDN 1/2 " =1' -0" V -14" 4 i o� r coLuMN ELEVarzoN 1/2 " =1' -0" _ILING aL OF CONTRASTING COLOR FLUSH WOOD VENEER PANELS WITH 1/4" REVEALS IN CONTRASTING STAIN SOLID WOOD BASE FLUSH WITH VENEER PANELS ABOVE _ILING aL OF CONTRASTING COLOR FLUSH WOOD VENEER PANELS WITH 1/4" REVEALS IN CONTRASTING STAIN S ❑LID WOOD BASE FLUSH WITH VENEER PANELS ABOVE PH: 214.369.5020 FAX: 214.265.9460 SEAL: 1� STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS z O (-- REVISIONS: C3 H U) z O U O LL, TITLE: z LOBBY INTERIOR ELEVATIONS 0 r) I PROJECT NO 04042 DATE 10 -14 -04 SHEET NO: A7 1 3' -7" , 2' -6// EQ, EQ, CONSULTANTS: CIVIL ENGINEER ..... ..... --------- �.. 3F CEILING I -- c EAL OF ` - ING COLOR ;;' 01 J WD cs I ' , ACK TO BE \ ; I BE ❑D PANELS ; 03 ST i I '� I Z-4 i 1' 6' 1' LOBBY FEATURE ELEVATIDN COLUMN ELEVATIDN 1/2 " =1' -0" V -14" 4 i o� r coLuMN ELEVarzoN 1/2 " =1' -0" _ILING aL OF CONTRASTING COLOR FLUSH WOOD VENEER PANELS WITH 1/4" REVEALS IN CONTRASTING STAIN SOLID WOOD BASE FLUSH WITH VENEER PANELS ABOVE _ILING aL OF CONTRASTING COLOR FLUSH WOOD VENEER PANELS WITH 1/4" REVEALS IN CONTRASTING STAIN S ❑LID WOOD BASE FLUSH WITH VENEER PANELS ABOVE PH: 214.369.5020 FAX: 214.265.9460 SEAL: 1� STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS z O (-- REVISIONS: C3 H U) z O U O LL, TITLE: z LOBBY INTERIOR ELEVATIONS 0 r) I PROJECT NO 04042 DATE 10 -14 -04 SHEET NO: A7 1 3' -7" , 2' -6// EQ, EQ, CONSULTANTS: CIVIL ENGINEER WALLS TO BE PAINTED TY GYPSUM BOARD ENCLOSURE ON THREE SIDES OF SAFETY DEPOSIT BOXES 12 INCH DEEP PLASTIC LAMINATE COUNTER TOP 1/2^=1'-0" 1 6'-1��" TILE AT � ~ ~ 0i 1/2^=1'-0^ 7'-6^ I � ~ ^ CD cu PAPER TOWEL DISPENSER WITH TRASH RECEPTACLE LOBBY OFFICE ELEVATION. 10' 6'-4^ CERAMIC WALL TILE AT WET WALLS JUNIN � NON-WET WALLS TO BE PAINTED - TYPICAL DOOR TO BE PAINTED - SEE SCHEDULE PAPER TOWEL DISPEK WITH TRASH RECEPTP CERAMIC WALL WET WALLS 22° x 33" DEC FRAMED MIRROF PROVIDE BLOC[ PER MANUFACT\ SPECIFICATION.' 40" MAX. AFF GRANITE 3URFA( DACKSPLASH WITH 4" 8ACK3F SUPPLY STEEL FRAM[ TO SUPP� VANITY SOAP DISPENSE Igloo ' EMPLOYEE RESTRE101mi ELEV IOt8O[U S8[ViC8 G[0UD FR ED MIRROR PROVIDE BLOCKING PER MANUFACTURERS 40" MAX, AFF 24 INCH DEEP PLASTIC LAMINATE COUNTER TOP GRANITE SURFACE BACKSPLASH WITH 4' BACKSPLASH SUPPLY STEEL ANGLE FRAME TO SUPPORT VANITY COUNTER TOP BRACING � AS REQUIRED [ SOAP DISPENSER-- INSULATE EXPOSED � PIPING DOUBLE T[ PAPER DI3 � OUBLE TOILET ER DISPENSER RA8 BAR - ROVID[ BACKING AS EQUIRED FOR ANCHORING DOUBLE TOILET �� PAPER DISPENSER EMPLOYEE RESTROOM ELEV, CERAMIC WALL TILE AT WET WALLS 2" 33" DECORATIVE 22' x 33' DECORATIVE FRAMED MIRROR PROVIDE BLOCKING M AC PER MANUFACTURERS SPECIFICATIONS F40W11 MAX. AFF GRANITE SURFACE WITH 4' BACKSPLASH J SUPPLY STEEL ANGLE N FRAME TO SUPPORT VANITY SOAP DISPENSER Cu INSULATE EXPOSED-" PIPING �� UN CD lit of JUNIN � NON-WET WALLS TO BE PAINTED - TYPICAL DOOR TO BE PAINTED - SEE SCHEDULE PAPER TOWEL DISPEK WITH TRASH RECEPTP CERAMIC WALL WET WALLS 22° x 33" DEC FRAMED MIRROF PROVIDE BLOC[ PER MANUFACT\ SPECIFICATION.' 40" MAX. AFF GRANITE 3URFA( DACKSPLASH WITH 4" 8ACK3F SUPPLY STEEL FRAM[ TO SUPP� VANITY SOAP DISPENSE Igloo ' EMPLOYEE RESTRE101mi ELEV IOt8O[U S8[ViC8 G[0UD FR ED MIRROR PROVIDE BLOCKING PER MANUFACTURERS 40" MAX, AFF 24 INCH DEEP PLASTIC LAMINATE COUNTER TOP GRANITE SURFACE BACKSPLASH WITH 4' BACKSPLASH SUPPLY STEEL ANGLE FRAME TO SUPPORT VANITY COUNTER TOP BRACING � AS REQUIRED [ SOAP DISPENSER-- INSULATE EXPOSED � PIPING DOUBLE T[ PAPER DI3 � OUBLE TOILET ER DISPENSER RA8 BAR - ROVID[ BACKING AS EQUIRED FOR ANCHORING DOUBLE TOILET �� PAPER DISPENSER EMPLOYEE RESTROOM ELEV, CERAMIC WALL TILE AT WET WALLS 2" 33" DECORATIVE 22' x 33' DECORATIVE FRAMED MIRROR PROVIDE BLOCKING M AC PER MANUFACTURERS SPECIFICATIONS F40W11 MAX. AFF GRANITE SURFACE WITH 4' BACKSPLASH J SUPPLY STEEL ANGLE N FRAME TO SUPPORT VANITY SOAP DISPENSER Cu INSULATE EXPOSED-" PIPING PH: 214.369.5020 FAX: 214.265.9460 cu ~ � GRAB BAR - PROVIDE BACKING As REQUIRED FOR ANCHORING DOUBLE TOILET CL PAPER DISPENSER RESTRI111M ELEVATION "= 7'-6" STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 MEP LUGATOWl ER JOHNSON ASSOCIATES 7OO Main Avenue Fargo, ND 58103 701-283-1350 �� NN ~� NN lit PH: 214.369.5020 FAX: 214.265.9460 cu ~ � GRAB BAR - PROVIDE BACKING As REQUIRED FOR ANCHORING DOUBLE TOILET CL PAPER DISPENSER RESTRI111M ELEVATION "= 7'-6" STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 MEP LUGATOWl ER JOHNSON ASSOCIATES 7OO Main Avenue Fargo, ND 58103 701-283-1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT - - CONSTRUCTION DOCUMENTS ' NON-WET WALLS TO � BE PAINTED - TYPICAL � DOOR TO BE PAINTED - SEE SCHEDULE PAPER TOWEL DISPENSER WITH TRASH RECEPTACLE . REV �� l� 10-28-O4 CITY/ADA COMMENT PROJ ECT NO~ 0404 DATE: 10-14-04 11939 1 111 1/2"=1'-0^ SHEET NO: � - ^ '01 VERIFY '>Uri. U^"1 L_1`1>L_" 7'-3" Ilk �� NN ~� NN ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT - - CONSTRUCTION DOCUMENTS ' NON-WET WALLS TO � BE PAINTED - TYPICAL � DOOR TO BE PAINTED - SEE SCHEDULE PAPER TOWEL DISPENSER WITH TRASH RECEPTACLE . REV �� l� 10-28-O4 CITY/ADA COMMENT PROJ ECT NO~ 0404 DATE: 10-14-04 11939 1 111 1/2"=1'-0^ SHEET NO: � - ^ '01 VERIFY '>Uri. U^"1 L_1`1>L_" 7'-3" Ilk IDt8g[8 SH[V1C9 GrOUD SOFFIT I WIN Mill o D F- NN MEMNON co 0 ELEVATIONS / M No 0 ' PROJECT NO: 04042 / 0 0 MEN M No ..... ..... . ..... ..... ..... ..... mmmmm ME - MEN LID _�l Ll IMMMMM 1-1 MEN [_1 EM ..... ..... . ..... . .... ..... ..... .... ........ ..... ..... . ..... .. .. ..... .... ..... . .... ........... + ..... ..... ..... .. ... i 1 ! _j 1/4"=1'-0 I I WIN Mill o D F- NN MEMNON co 0 ELEVATIONS / M No 0 ' PROJECT NO: 04042 / 0 0 MEN M No 1= mmmmm ME - MEN No IMMMMM MEN EM IV I ILLLLLLLLLLLLLL LL ""S11116111116L INEENO MEN M NOON IMEMEENEEMMEMEM MENEM VINYL WALL COVERIN TYPICAL OF EXERCISE ROOM 4" CARPET BASE --- MOULDING — TYPICAL IN EXERCISE ROOM EXERCISE ROOM ELEVATION 1/4^=1'-0" VINYL WALL CO\ TYPICAL OF EXE| ROOM DOOR WITH TEMP GLASS — SEE DO SCHEDULE & DET 4^ CARPET BASE MOULDING — TYP] IN EXERCISE ROE EXERCISE ROOM ELEVATION 1/4"=1'—U" EXERCISE ROOM ELEVATION 1/4"=1'-0^ ~ 6° CERAMIC TILE TYPICAL r. TEMPERED MIRROW ADHERED TO WALL WITH BOTTOM TRACK VINYL WALL COVERING TYPICAL OF EXERCISE ROOM HORIZONTAL DUPLEX AT 6" AFF 4^ CARPET BASE MOULDING — TYPICAL IN EXERCISE ROOM EXERCISE ROOM ELEVATION 1/4"=1'-0^ PH: 214.369.5020 FAX: 214.265.9460 SEA~ � . CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER ' LIGHTOWLER JOHNSON ASSOCIAT 70O Main Avenue � ForgoND58UO3 701-293- 1350 ! MEP --- | LNG JOHNSON ASSOCIAM 700 Main Avenue Fargo ND 58103 > Fm z 0 o D F- NN EXERCISE co 0 ELEVATIONS / ~�� 0 ' PROJECT NO: 04042 / ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT ' / - ! � - 1� CONSTRUCTION DOCUMENTS - - SHEET NO: A7m13 ~ LIGHT FIXTURE ------' ` i SEE ELECTRICAL PLANS —" MOUNT AT 9'-0" A.F.F. VERIFY LOCATIONS W/ E 6 X 6 CERAMIC TILE -- TYPICAL ACCENT STRIP EACH 6X6 TO DE MADE UP OF 2 CT 8' 10'S IN A RANDOM PATTERN 6 X 6 CERAMIC TILE---_ TYPICAL TITLE: o POOL & z NN EXERCISE EE::] ELEVATIONS / ~�� | ' PROJECT NO: 04042 / DATE: 10-14-04 SHEET NO: A7m13 ~ LIGHT FIXTURE ------' ` i SEE ELECTRICAL PLANS —" MOUNT AT 9'-0" A.F.F. VERIFY LOCATIONS W/ E 6 X 6 CERAMIC TILE -- TYPICAL ACCENT STRIP EACH 6X6 TO DE MADE UP OF 2 CT 8' 10'S IN A RANDOM PATTERN 6 X 6 CERAMIC TILE---_ TYPICAL SEE 3/A1.03 FOR DRINKING FOUNTAIN DETAILS 11111111111111101 ^ SOFFIT LJ LLA SOFFIT . ..... EE::] NONE INN mommmommom IMMMMM IV ME MEMO INN* add I MENEM MEMO M No ME MENEM 1111 milli SEE 3/A1.03 FOR DRINKING FOUNTAIN DETAILS 11111111111111101 ^ SOFFIT LJ LLA . ..... EE::] IV POOL ROOM ELEVATION POOL ROOM ELEVATION 1/4"=1'—U" ` 1/4°=1'-0" ' / ! | | | ~ / Al Al ^' Integra Service Group 22' X 39" DECORATIVE — FRAMED MIRROR PROVIDE BLOCKING PER MANUFACTURER SPECIFICATIONS JUNCTION BOX FOR WALL SCONCE SEE ELEC. GRANITE SURFACE VANITY WITH 4" BACKSPLASH BABY CHANGING — STATION WITH BLOCKING HEIGHT AS PER MANUFACTURER 1' -9 16 " 2' -11' 2' -10' 2'- 11' -9 16 p CE CL WRAP EXPOSED PIPES WITH INSULATION MEf�'S RESTR ❑DM ELEVATIEI� GRANITE SURFACE VANITY WITH 4" BACKSPLASH o . Q EQ. Q EQ Q.�EQ Q.�EQ L E . -01 PI RED F J a o o a o� - -- 0 n Li a a v� I 0 u I N a a 0 1 9' v I 1' -9 16 " 2' -11' 2' -10' 2'- 11' -9 16 p CE CL WRAP EXPOSED PIPES WITH INSULATION MEf�'S RESTR ❑DM ELEVATIEI� GRANITE SURFACE VANITY WITH 4" BACKSPLASH o . A ki m e, NNRW�N I AN 0 N 1/2' =1' -0" rrnnherrr TTI r FULL LENGTH MIRE VINYL WALL COVER GRANITE SURF VANITY WITH 4" BACKSPLAS 61 14- CERAMIC TIL AT WET WAL WALLS TO B (EXCEPT WE' — PAPER TE WITH TRP 1/2' =1' - 0' 22' X 39" DECORATIVE FRAMED MIRROR PROVIDE BLOCKING PER MANUFACTURER SPECIFICATIONS JUNCTION BOX FOR WALL SCONCE SEE ELEC. GRANITE SURFACE VANITY WITH 4" BACKSPLASH BABY CHANGING STATION WITH BLOCKING HEIGHT AS PER MANUFACTURER Q Q. EQ. E EJ1. EQ i Q EQ 1 , -01 PI RED F in - -- 0 I 0 u I N a 9' v I A ki m e, NNRW�N I AN 0 N 1/2' =1' -0" rrnnherrr TTI r FULL LENGTH MIRE VINYL WALL COVER GRANITE SURF VANITY WITH 4" BACKSPLAS 61 14- CERAMIC TIL AT WET WAL WALLS TO B (EXCEPT WE' — PAPER TE WITH TRP 1/2' =1' - 0' 22' X 39" DECORATIVE FRAMED MIRROR PROVIDE BLOCKING PER MANUFACTURER SPECIFICATIONS JUNCTION BOX FOR WALL SCONCE SEE ELEC. GRANITE SURFACE VANITY WITH 4" BACKSPLASH BABY CHANGING STATION WITH BLOCKING HEIGHT AS PER MANUFACTURER Q Q. EQ. E EJ1. EQ i Q EQ 1 , -01 PI m F in 0 I N 2' -10" 2' -11" \ 1-7# WRAP EXPOSED PIPES WITH INSULATION MEN'S RESTROOM ELEVATION n n nrn ,-rl, 'r-.L DISPENSER RECEPTACLE WOMEN'S REST 1/2 " =1' -0' SEAL: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS REVISIONS: E 1/2 " =1' -0" a CD N WOMEN'S RESTROOM ELEVATION COVERING 0 N a , It WOMEN'S RESTROOM ELEVAT 1/2 " =1' -0' �-;kUBLIC . S T R 0 0 M "ELEVATIONS PROJECT NO 04042 DATE 10 -14 -04 SHEET NO: A7m14 OMEN'S RESTROOM ELEVATION WOMEN'S RESTROOM ELEVATION • 1 1 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS REVISIONS: E 1/2 " =1' -0" a CD N WOMEN'S RESTROOM ELEVATION COVERING 0 N a , It WOMEN'S RESTROOM ELEVAT 1/2 " =1' -0' �-;kUBLIC . S T R 0 0 M "ELEVATIONS PROJECT NO 04042 DATE 10 -14 -04 SHEET NO: A7m14 OMEN'S RESTROOM ELEVATION WOMEN'S RESTROOM ELEVATION Integra Service Group NOTEi SEE ELECTRICAL PLANS FOR RECEPTACLE AND SWITCH LOCATIONS, PH: 214.369.5020 FAX: 214.265.9460 SEAL: m I C I U 13E 5 I AINEIJ — I YPICAL MEETING ROOM DOOR FRAMES TO HAVE APPLIED WOOD FRAMES MEETING ROOM ELEVATION- 1/4'=I'—O' MEETING ROOM ELEVATION 1/4"=l'—O' f BE MEETING 1/4 " =1' -0" 11 1 111:4111 ;OFFER — SEE D CEILING o LOCATION 1 aLL COVERING IN MEETING ROOT 6" WOOD CROWN TO BE PAINTED CEILING COFFER — SEE RCP FOR LOCATION VINYL WALL COVERING � TYPICAL IN MEETING ROOM :1 6" WOOD CROWN TO BE PAINTED CEILING COFFER — SEE REFLECTED CEILING PLANS VINYL WALL COVERING TYPICAL IN MEETING ROOM __ �* /"# I lrnmT _t1r1\ /AI MEETING ROOM DOORS TO BE STAINED — TYPICAL — TOEHAVE ROOM DOOR WOOD FRAMES P R E E U N C T I❑ N E E �/ A T I N ®� �e CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 \/ 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 QH o p� cl) U) Jco O III w -� T i J U I z W 2 D U O ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: MEETING ROOM & PREFUNCTION ELEVATIONS PROJECT NO 04042 DATE 10 -14 -04 VINYL WALL C❑VERIN TYPICAL IN PREFUNCIIZ O F- 8 WOOD BASE � TO BE PAINTED z O U O LL A7.15 u' OR W/ ' `-"YL WA ' u 3 MEETING ROOM E�EVATI ❑N D ❑ ❑R W/ VINYL WALLC❑VERING T❑ MATCH OPERABLE WALL Integra Service Group DOOR SCHEDULE HEAD JAMB SILL FRAME SCHEDULE NU MBER TYPE M ATERIAL DOOR HE IGHT THK. FINISH GUESTROOMS 3 WOOD H1 J1 S1 3 WOOD T01 A HDWR. 3' - 0 " 6' =8" NUMBER TYPE MATERIAL B WIDTH HEIGHT THK. FINISH TYPE MATERIAL HEAD JAMB SILL SET RATING NOTES & R LOBBY LEVEL T04 B P.LAM 3' -0" 6' -8" 1 3 4" PAINT T05 A P.LAM 3' -0" 6' -8" 1 3 4" PAINT L01 A E A LUM. & GLASS PR. 3' -0" 8' -0" PAINT S4 AUTOMATIC SLIDER NH PANIC HARDWARE L01 B E A LUM. &GLASS PR. 3' -0" 8' —O" S4 WITH PANIC HARDWARE & CARD READER L03A A METAL /INSUL. 3' -0" 7' -0" 1 3/4 PAINT 2 METAL H4 J4 S6 EXIT STAIR WITH PANIC HARDWARE L03B A P.LAM 3' -0" 6' -8" 1 3/4 STAIN 1 METAL H3 J3 S2 90 MIN. L04A A METAL 3' -6" 6' -8" 1 3 4" PAINT 1 METAL H1 J1 S2 60 MIN. L05A C A LUM. & GLASS PR. 3' -0" 8' -0" S4 TO EXTERIOR POOL T S DOORS L05B C ALUM. & GLASS PR. 3' -0" 8' -0" S4 TO PO TERRACEONT DOORS L05C C A LUM. & GLASS 3' - 0" 6' - 8" 1 ALUMINUM H1 J1 S2 IN STOREFRONT DOOR W/ CA READER L06A A METAL 3' - 0" 6' - 8" 1 3 4" PAINT 2 METAL H3 J3 S2 60 MIN L07A C A LUM. & GLASS 3' - 0" 6' - 8" 1 ALUMINUM H1 J1 S1 INT. STOREFRONT DOOR W/ CARD READER L08A D P LAM & GLASS 3' - 0" 6' - 8" 1 3 4" STAIN 1 METAL H1 J1 S2 20 MIN L09A A PLAM 3' - 0" 6' - 8" 1 3/ 4" STAIN 1 METAL H1 J1 S2 20 MIN L1 0A A P.LAM 3' - 0" 6' - 8" 1 3 4" STAIN 1 METAL H1 J1 S2 20 MIN L11 A C A LUM. &GLASS PR. 3' -0" 8' -0" S4 NTH R PANIC T HARDWARE & CARD READER L1 2A A METAL /INSUL. 3' -0" 7' -0" 1 3/ 4" STAIN 2 METAL H3 J3 S6 L1 3A G P.LAM & GLASS PR 3' -0" 6' -8" 1 _ V4" STAIN 1 METAL H1 J1 S5 20 MIN PAIR DOORS - OPPOSITE SWING L1 4A C ALUM. & GLASS 3' -0" 6' -8" 1 3 4" STAIN 1 METAL H1 J1 SZ 20 MIN INTERIOR STOREFRONT L1 5A G METAL & GLASS 3' -6" 6' -8" 1 3 4" PAINT 1 METAL H1 J1 S5 20 MIN L1 7A A METAL 3' -0" 6' -8" 1 3Z4" PAINT 1 METAL H3 J3 S2 60 MIN L1 8A A METAL 3' -0" 6' -8" 1 PAINT 1 METAL H1 J1 S5 60 MIN L1 9A G METAL & GLASS 3' -6" 6' -8" — V4" 1 3/4 PAINT 1 METAL H1 J1 S5 20 MIN L19B * A METAL /INSUL. 4' -0" 7' -0" 1 3/4 PAINT 2 METAL H6 J6 S6 L20A A METAL 2' -0" 6' -8" 1 3/ 4" PAINT 1 METAL H1 J1 S5 L21 A A METAL 3' -0" 6' -8" 1 3/ 4" PAINT 1 METAL H3 J3. S5 60 MIN L21 B A METAL 3' -0" 6' -8" 1 3/ 4" PAINT 1 METAL H6 J6 S5 60 MIN L22A A METAL 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H1 J1 S2 L23A A METAL 3' -0" 6' -8" 1 __3 /4" PAINT 1 METAL H1 J1 S5 60 MIN L24A A METAL 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H1 J1 S2 L25A A METAL/INSUL. PR. 3' -0" 7' -0" 1 3 4" PAINT 2 METAL H6 J6 S6 WITH P ANIC HARDWAR &DOOR VIEWER L26A A METAL 3' -0" 6' -8" 1 3/4 PAINT 1 METAL H1 J1 S2 60 MIN L26B A METAL /INSUL. 3' -0" 7' -0" T 3/4 PAINT 2 METAL H6 J6 S6 L27.1 A A METAL 3' -0" 6' -8" 1 — V4" PAINT 1 METAL H1 J1 S5 60 MIN L27.2A A METAL /INSUL. 3' -0" 7' -0" 1 3 4" PAINT 2 METAL H6 J6 S6 L27.3A A METAL /INSUL. 3' -0" 7' -0" 1 3 4" PAINT 2 METAL H6 J6 S6 L28A A METALANSUL. 3' -0" 7' -0" 1 3 4" PAINT 2 METAL H6 J6 S6 L29A A METAL /INSUL. 3' - 0 " 7' -0" 1 3/4 PAINT 2 METAL H6 J6 S6 EXIT STAIR WITH PANIC HARDWARE L29B A P.LAM 3' -0" 6' -8" 1 3/4 STAIN 1 METAL H1 J1 S2 90 MIN EXIT STAIR WITH PANIC HARDWARE L30A A PLAM PR 3' - 0" 6' - 8" 1 3 4" STAIN 1 METAL H1 J1 S5 20 MIN WITH PANIC HARDWARE & 8" WOOD TRIM L30B A PLAM PR 3' - 0" 6' - 8" 1 3/ 4" STAIN 1 METAL H1 J1 S5 20 MIN WITH PANIC HARDWARE & 8" WOOD TRIM L30C A P.LAM PR 3' - 0" 6' - 8" 1 3 4" STAIN 1 METAL H1 J1 S5 20 MIN WITH PANIC HARDWARE & 8" WOOD TRIM L30D A P.LAM 3' -0" 6' -8" 1 3/ 4" STAIN 1 METAL H1 J1 S5 20 MIN WI PANIC HARDWARE & 8" WO TRIM L30E A P.LAM 3' -0" 6' -8" 1 3/ 4" STAIN 1 METAL H1 J1 S5 20 MIN WITH PANIC HARDWARE & 8" WOOD TRIM L30F A P.LAM 3' -0" 6' -8" 1 3 4" STAIN 1 METAL H1 J1 S5 20 MIN WI PANIC HARDWARE & 8" WOOD TRIM L31 A C A LUM. & GLASS PR . 3 - 0 " 8 -0 S4 NTH EXTE PANICTHARDWARE DOORS L31 B C A LUM. & GLASS PR . 3 - 0 " 8 - 0 " S4 EXTERIOR S NTH PANIC TOREFRONT E DOORS L31 C C A LUM. & GLASS PR. 3' -0" 8' -0" S4 NTH PANIC HARDWARE OORS L33A PLAM 2' - 0" 2' - 0" 1 3 4" PAINT 90 MIN LAUNDRY CHUTE DOOR L34A A P.LAM 3' -0" 6' -8" 1 3 4" STAIN 1 METAL H1 J1 S1 20 MIN L35A A P.LAM 3' -0" 6' -8" 1 3/ 4" STAIN 1 METAL H1 J1 S1 20 MIN L36A A PLAM 3' - 0" 6' - 8" 1 3/ 4" STAIN 1 METAL H1 J1 S2 20 MIN L36B A P.LAM 3' -0" 6' -8" 1 3/ 4 STAIN 1 METAL H1 J1 S2 20 MIN L37A A P.LAM 3' -0" 6' -8" 1 3/ 4" STAIN 1 METAL H1 J1 S5 20 MIN L38A A P.LAM 3' -0" 6' -8" 1 3/ 4" STAIN 1 METAL H1 J1 S3 20 MIN L39A C A LUM. & GLASS 3' -0" 6' -8" 1 3/4 STAIN 1 METAL H3 J3 S2 INTERIOR STOREFRONT D OOR L40A A PLAM 3' -0" 6' -8" 1 3 4" STAIN 1 METAL H3 J3 S1 L42A A P.LAM 3' -0" 6' -8" 1 3 4" STAIN 1 METAL H1 J1 S3 L43A A P.LAM PR. 3' -0 6' -8" 1 3 4" PAINT 1 METAL H1 J1 S5 20 MIN L44A A PLAM 3' -0" 6' -8" 1 3 4" STAIN 1 METAL H1 J1 S3 L45A A METAL V -0" 6' -8" 1 3 4" PAINT 2 METAL H1 J1 S2 60 MIN L46A A P.LAM 3' -0" 6' -8" '1 3 4" STAIN 1 METAL H1 J1 S2 20 MIN L47A A P.LAM 3' -0" 6' -8" 1 3 4" STAIN 1 METAL H1 J1 S2 20 MIN L48A A P.LAM 3' -0" 6' -8" 1 3 4" STAIN 1 METAL H1 J1 S5 20 MIN L49A A METAL 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H1 J1 S2 20 MIN GUESTROOM LEVEL - 2ND FLOOR — 03A A P.LAM 3' -0" 6' -8" 1 L4" PAINT 1 METAL H1 J1 S5 90 MIN FIRE STAIR ENTRY — 15A A P.LAM 3' - 0" 6' - 8" — 3 1 3/4 1p PAINT 1 METAL H1 J1 S5 90 MIN FIRE STAIR ENTRY — 20A A P.LAM 3' -6" 6' -8" 1 3/4 PAINT 1 METAL H1 J1 S5 60 MIN W / CARD READER — 20B PLAM 2' -0" 2' -0" 1 3 4" PAINT 90 MIN LAUNDRY CHUTE DOOR — 21A G P.LAM 3' -6" 6' -8" 1 3/4 PAINT 1 METAL H1 J1 S2 20 MIN — 32A A P.LAM PR. 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H3 J3 S5 90 MIN ELEVATOR LOBBY HOLD OPEN DOORS — 33A D P .LAM & GLASS 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H3 J3 S1 — 34A A P.LAM 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H1 J1 S2 60 MIN GUESTROOM LEVEL - 3RD FLOOR — 35A A P.LAM PR. 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H3 J3 S5 90 MIN ELEVATOR LOBBY HOLD OPEN DOORS — 36A D P .LAM & GLASS 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H3 J3 S1 — 27A G P.LAM 3' -6" 6' -8" PAINT 1 METAL H1 J1 S2 20 MIN — 38A A P.LAM 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H1 J1 S2 60 MIN — 39A A PLAM 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H1 J1 S5 90 MIN FIRE STAIR ENTRY — 40A A P.LAM 3' -0" 6' -8" 1 3/4 3$ PAINT 1 METAL H1 J1 S5 90 MIN FIRE STAIR ENTRY — 41A A P.LAM 3' - 6" 6' - 8" 1 3/4 PAINT 1 METAL H1 J1 S5 60 MIN W/ CARD READER — 41B D P .LAM & GLASS 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H3 J3 S1 GUESTROOM LEVEL - 4TH FLOOR — 43A A P.LAM 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H1 J1 S5 90 MIN FIRE STAIR ENTRY — 44A A P.LAM PR. 3' -0" 6' -8" — 1,3/ 4" PAINT 1 METAL H3 J3 S5 90 MIN ELEVATOR LOBBY HOLD OPEN DOORS — 45A D P .LAM & GLASS 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H3 J3 S1 — 46A G P.LAM 3' -6" 6' - 8 " PAINT 1 METAL H1 J1 S2 20 MIN — 47A A P.LAM 3' -0" 6' -8" 1 4" PAINT 1 METAL H1 J1 S2 60 MIN — 48A A P.LAM 3' -6" 6' -8" 1 3/4 PAINT 1 METAL H1 J1 S5 60 MIN W/ CARD READER — 48B P.LAM 2' -0" 2' -0" 1 3 4" PAINT 90 MIN LAUNDRY CHUTE DOOR — 49A A P.LAM 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H1 J1 S5 90 MIN FIRE STAIR ENTRY GUESTROOM LEVEL - 5TH FLOOR — 51A A P.LAM 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H1 J1 S5 90 MIN FIRE STAIR ENTRY — 52A A P.LAM PR. 3' - 0" 6' - 8" 1 3 4" PAINT 1 METAL H3 J3 S5 90 MIN ELEVATOR LOBBY HOLD OPEN DOORS — 53A D P .LAM & GLASS 3' -0" 6' -8" 1 3 4" PAINT 1 METAL H3 J3 S1 — 51 A G PLAM 3' -6" 6' -8" PAINT 1 METAL H1 J1 S2 20 MIN — 55A A PAINT 1 METAL H1 J1 S2 60 MIN — 56A A P.LAM 3' -6" 6' -8" PAINT 1 METAL H1 J1 S5 60 MIN W/ CARD READER — 57A A PLAM 3' -0" 6' -8" 1 3/ 4" PAINT 1 METAL H1 J1 S5 90 MIN FIRE STAIR ENTRY - — 56B PLAM 2' -0" 2' -0" 1 3/ 4" PAINT 90 MIN LAUNDRY CHUTE DOOR DOOR SCHEDULE (CONTINUED) DOOR MATERIAL HEAD JAMB SILL NU MBER TYPE M ATERIAL W IDTH HE IGHT THK. FINISH GUESTROOMS 3 WOOD H1 J1 S1 3 WOOD T01 A P.LAM 3' - 0 " 6' =8" 1 3/ 4" PAINT 102 B P.LAM 3' -0" 6' -8" 1 3/ 4" PAINT T03 F P.LAM PR. 1' -6" 6' -8" 1 3 4" PAINT T04 B P.LAM 3' -0" 6' -8" 1 3 4" PAINT T05 A P.LAM 3' -0" 6' -8" 1 3 4" PAINT T06 B PLAM 3' -0" 6' -8" 1 3 4" PAINT Al a a BRUSH CHROME FINISH ON ALL HARDWARE EXCEPT AT INSIDE OF GUESTROOM BATHS. INTERIOR OF GUEST BATH TO BE POLISHED CHROME TO MATCH FIXTURES. �I � 1 ■ TYPE MATERIAL HEAD JAMB SILL 1 METAL H1 J1 S5 3 WOOD H1 J1 S1 3 WOOD H1 J1 S3 3 WOOD H1 J1 Si 1 METAL H3 H1 J3 J1 S5 3 WOOD H1 J1 S3 HDWR. SET RATING 20 MIN 20 MIN NOTES & REMARKS WITH DOOR VIEWER TWO ADJOINING GUESTROOM DOORS NOTES: 1. ALL DOORS TO RECEIVE LEVER HANDLE PER ADA REQUIREMENTS 2. COLORS /MANUFACTURER OF ALL DOORS TO BE SELECTED BY OWNER /INTERIOR DESIGNER. 3. IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 IN FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 4. DOORS SHALL HAVE A 5 POUND OPENING FORCE. A B C FLUSH DOOR PANEL DOOR ALUMINUM STORE —FRONT WITH TEMPERED GLASS 01••' D PLAM DOOR WITH TEMPERED GLASS WINDOW E AUTOMATIC SLIDER DOORS WITH TEMPERED GLASS FRAME TYPES ( D PLAM LOUVER DOORS G FLUSH DOOR WITH WINDOW H FLUSH DOOR WITH WINDOW 1 2 3 HOLLOW METAL FRAME HOLLOW METAL FRAME PRE —HUNG PLAM FRAME SEAL: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: Q IO -28 -04 CITY /ADA COMMENTS DOOR SCHEDULE & ELEV Integra Service Group 7' -9" 9' -6" 9' -10" 8' -8" 8' -10" 3' -1" 6 f - q 4 4 4 EQUAL EQU AL EQUAL E QUAL EQUAL EQUAL EQUAL EQUAL 8.0 8.0 8.0 8.0 1 1 1 0 Q A C H! T E C T U R E a o0 oo� A A D : �...._ D 0 A8.0 8.02 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 SIMILAR UTT JOIN SIMILAR SIMILAR z 3 0 3 3 z 3 PH: 2 FAX: 214.265.9460 GLASS o 0 1 1 1 � 8.0 o z 8.0 0 8.02 z 8.0 0- o. zo- A Q 8.02 o :7 _► -I o w SEAL: V 91 1 M Ap A 7mm Z Z z%" D D L L Lj L_ owb V_ ®F 2 2 2 EQUAL EQUAL EQUAL EQUA 3' -0" 3' -0' EQUA EQUA EQUAL EQUAL EQUA EQUAL EQUAL EQUAL NA 8.0 A8.0 8.02 1 1 1 1 CONSULTANTS: /� N 8.Oy 8.03 8.03 8.03 CIVIL ENGINEER A g D ® BACK ENTRY ELIMINATE TRANSOM G u AND THE UNIT DIMENSION SHOULD BE 9' -6" DF 6 TYPICAL CORNER TOWER LOBBY LEVEL PREFUNCTION & POOL STOREFRONT PREFUNCTION, LOUNGE, & EXERCISE POOL & RESTAURANT STRUCTURAL ENGINEER GUESTROOM INDOW GUESTROOM WINDOW GUESTROOM WINDOW STOREFRONT WINDOWS DOORS AND WINDOWS STOREFRONT WINDOWS STOREFRONT WINDOWS LIGHTOWLER JOHNSON ASSOCIATES 4 700 Main Avenue Fargo, ND 58103 8.02 701- 293 -1350 28' -6" S -6 /4 6' - 0" MEP AB.o 5' -0" 14' -8" LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue 2 -- 3 -4 �� C) = 4 Fargo, ND 58103 QA 0 0 8.0 AA QA QA QA QA QA /47 8 .02 701 - 293 -1350 8.02 ® 1 o _.. _ .__ - o 0 3 0 N o z 3 o z 3 SIMILAR 8.0 o z 3 3 3 3 w w 0 8.02 0 8.02 - 1 0 0 8.02 0 8.02 0 8.02 o - ' 8.02 - I I F- o t- o _ 0 _ o = o o ° °' 8.02 © © 0) A A AB A A z 0o z -' V) A A A A A A �A //E\ /E\ '� A W N FLOOR LEVEL z 4' -O" 4' -0" 2 EQUA EQ A ® O SLIDING DOORS 1 1 8.02 SIMILAR 1 1 1 Q \I 6' - 16' - 2 " 6' -2" 8.03 8.03 M 8.03 V 8.03 @POOL 8.03 U) VESTIBULE EXTENSION LOBBY LEVEL WINDOW C� STOREFRONT WINDOWS POOL WINDOW w W H J K L J LOBBY LEVEL STOREFRONT LOBBY LEVEL GUESTROOM EXTERIOR (SEE ELEVATIONS) -� WINDOWS AND SLIDING DOORS STOREFRONT WINDOWS CORRIDOR WINDOW EXERCISE ROOM O U JAMB BLOCKING AND SHIMS WIND ❑W ELEVATIOINS AS REQUIRED NOT TO SCALE INSULATED CLEAR FLOAT GLASS GLASS SCHEDULE .ALUMINUM WINDOW WALL HEADER FRAMING ISSUED FOR: SYSTEM SILL SCHEMATIC DESIGN AA INSULATING CLEAR FLOAT GLASS GYPSUM W TO EDGE OF FRAME - CULTURED MARBLE SILL DESIGN DEVELOPMENT INSULATING CLEAR TEMPERED GLASS SEALANT WITH BACKER ROD SILL BLOCKING AS REQUIRED PERMIT ALUMINUM WINDOW SYSTEM SILL - WALL FRAMING BETWEEN CONSTRUCTION DOCUMENTS ALL WINDOW FRAMES TO HAVE THERMAL BREAK. HVAC AND SILL INSULATED CLEAR TEMPERED - GLASS (WHERE SCHEDULED) z EDGE OF HVAC UNIT JAMB AT BLOCK WALL REVISIONS NOT TO SCALE I � METAL CLEAT - -HVAC UNIT LOUVER PANEL ~ o EIFS SYSTEM OVER METAL FASCIA, PAINTED z ,�_ z EXTERIOR SHEATHING O mo a w Q DRIP EDGE AT UNDERSIDE U n = OF EIFS TRIM HVAC LOUVER ALUMINUM F r FRAMING SYSTEM O V) < o m WALL HEADER FRAMING BLOCKING AS REQUIRED U- w� z_ Q HVA SUPPORT WALL FRAMING W N 3: � GYPSUM WALLBOARD SEALANT WITH BACKER GYPSUM WALL BOARD TO RETURN TO EDGE OF FRAME ROD AT EDGE OF FRAME TITLE: TOP EDGE OF EIFS SLOPE TO DRAIN z W I N D aW F ol l WALL HEADER FRAMING w SEALANT WITH BACKER ROD IN � TYPES & GYPSUM WALLBOARD � ALUMINUM WINDOW TO RETURN TO EDGE OF FRAME U DETAILS SYSTEM SILL EIFS TRIM EIFS SYSTEM OVER AT SILL FOR _ EXTERIOR SHEATHING SEALANT WITH BACKER ROD INSULATED CLEAR FLOAT GLASS TYPE "C" WINDOW ALUMINUM WINDOW P ROJECT NO: 04042 SYSTEM SILL DATE 10 -14 -04 INSULATED CLEAR TEMPERED GLASS (WHERE SCHEDULED) WINDOW SILL @ HVAC UNIT HEAD AT BLOCK SHEET NO: WINDOW HEAD (JAMB SIMILAR) WALL NOT TO SCALE 2 NOT TO SCALE NOT TO SCALE ■ SILL AT STOREFRONT NOT TO SCALE HEA AT BLOCK WALL- NOT TO SCALE \R TEMPERED EFRONT M NT AND BACKER )F STOREFRONT SIDE AND CONCRETE ON OF FRAME OF STOREFRONT SEE FINISH PLAN BULE STRUCTURE BLE SEALANT WITH BACKER — EACH SIDE 3 AS REQUIRED AT TOP OF ING SYSTEM INUM WINDOW -M SILL .ATED CLEAR TEMPERED GLASS (WHERE SCHEDULED) MINUM STOREFRONT MING SYSTEM JLATED CLEAR TEMPERED SS CORNER AT ENTRY VESTIBULE NOT TO SCALE FLEXIBLE SEALANT WITH BACKER ROD AT WINDOW BASE SILL BLOCK TO BE TAPE TO ALLOW FOR WATER DRAINAGE NOT TO SCALE . - EFRONT A TO RETURN ME SHIMS AND BLOCKING AS REQURIED FOR WINDOW ANCHORING Integra Service Group CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS z o_ I- I REVISIONS: 04042 10 -14 -04 • cl) c ,5 (!) -j • ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS z o_ I- I REVISIONS: 04042 10 -14 -04 z O 0 D C— W z O U w O Integra Service Group u ARCHITECTURE 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 ,� is Uzi r F PF CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE, 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE. 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 • 8" CMU— GROUT SEE BUILDING SEE PLAN • S ❑LID, SEE STRUCTURAL ELEVATIONS FOR WALL TYP FOR LINTEL SCHEDULE, SEE PLAN SEE PLAN — STEEL ANGLE LINTEL G OVER STEEL FOR WALL TYP FOR WALL TYPE _,�._.1 i_._._ - , 1/2" GYP, BOARD W/ 1-1/2 FURRING — °— - -- CHANNELS RETURN GYP, TO l; ' �, �i' 5/8" GYPSUM B ❑ARD FRAME UNDER BLOCK • TO RETURN TO FRAME EDGE HOLLOW METAL HOLLOW METAL ` '` 1/2" SEALANT AND FRAME ANCHOR AS REQUIRED FRAME ANCHOR AS REQUIRED � � ' � •� ! `� ° �' 1/2" SEALANT AND '' ! ',° `! `. BACKER ROD BOTH FOR FIRE RATING FOR FIRE RATING BACKER ROD BOTH SIDES FULL PERIMETER SIDES FULL PERIMETER N N HOLLOW METAL HOLLOW METAL FRAME WITH THERMAL FRAME BREAK — GROUT S ❑LID SEE DOOR SEE DOOR (GROUT S ❑LID SCHEDULE FOR DOOR TYPE SCHEDULE FOR DOOR TYPE AT RATED ASSEMBLY) SEE DOOR SCHEDULE FOR DOOR TYPE SEE DOOR SCHEDULE DOOR FRAME FOR DOOR TYPE DOOR FRAME BEYOND _ BEYOND 1" AD 1 SCALE HE NOT T❑ SCALE H_E NOT T❑ SCALE H EA NOT T❑ SCALE SEE BUILDING SEE PLAN ELEVATIONS FOR WALL TYP SEE PLAN SEE PLAN = - -'- 8" CMU - _��-�- � �- ._:- - ----� FOR WALL TYPL FOR WALL TYPE ' BLOCKING AS II ; REQUIRED _..._. i _.._..._.. 1/2" GYP, BOARD W/ --- — 1 -1/2" FURRING '' �,_ ^;� 5/8" GYPSUM BOARD CHANNELS '° �' `,- RETURN GYP, T❑ y TO RETURN TO EDGE ,- , FRAME UNDER BLOCK ' 'fh FRAME HOLLOW METAL HOLLOW METAL i // - y i o FRAME ANCHOR FRAME ANCHOR 1 ; o ,� �� 1/2° SEALANT AND "; 1/2 SEALANT AND " AS REQUIRED AS REQUIRED ;,� BACKER ROD BOTH FOR FIRE RATING FOR FIRE RATING BACKER ROD BOTH �� SIDES FULL SIDES FULL PERIMETER -- ------ - - - - -- � I _ ` PERIMETER iv N HOLLOW METAL N FRAME f• HOLLOW METAL L, ________�___,_________r___ LID FRAME WITH THERMAL SEE DOOR SEE DOOR AT RA AT RATED BREAK — GROUT SOLID SCHEDULE SCHEDULE ASSEMBLY) FOR DOOR TYPE F❑R DOOR TYPE 1" SEE DOOR SCHEDULE FOR DOOR TYPE MASONRY ANCHOR SEE DOOR SCHEDULE FOR DOOR TYPE JAMB -` NOT T❑ E j NO T T❑ SCALE � � T T❑ SCALE j NO A ` - ' 0 DOOR DOOR DOOR SEALED ' _ ! CERAMIC TILE WHERE SCHEDULED ! SEALED CONCRETE ; CONCRETE FRAME BEYOND i FRAME BEYOND-----, FRAME ; BEYOND I FRAME BEYOND ! OR CARPET WHERE SCHEDULED i FRAME BEYOND j CARPET &PAD ' � THRESHOLD '; RATED DOOR WITH INTUMESCENT I OR SEALED ; ' GROUT WHERE j FIRE STOP /SWEEP ; DOOR WITH ' CONCRETE ! ; SCHEDULED WEATHERSTRIP 90 DEGREE AN GLE, CENTER ANGLE AT ; ; ' CARPET ' ( I DOOR WITH ! ` WEATHERSTRIP i ! ; FRAME BEYOND I ; i THRESHOLD SEE HARDWARE CENTER OF DOOR AND PAD I i THRESHOLD I SCHEDULE `•• i EXTERIOR I I •• CERAMIC ! TILE WHERE ; SCHEDULED CERAMIC TILE ❑R SEALED CONCRETE WHERE SCHEDULED : i ! CONCRETE ! ; SEALED CONCRETE •: ❑R CARPET OR VCT i WHERE SCHEDULED ' EXTERIOR :• CONCRETE N SL -- N N .—, = O = S = L S -` NOT T❑ SCALE SI� S NOT T❑ SCALE � @� ❑ SCALE SI S N❑T TO SCALE NOT T❑ SCALE S� `�' N ❑T T❑ SCALE i f z O 0 D C— W z O U w O Integra Service Group u ARCHITECTURE 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 ,� is Uzi r F PF CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE, 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE. 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: TITLE: DETAILS PROJECT NO: DATE: U So l U 4' 1 04042 10 -14 -04 • • • ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: TITLE: DETAILS PROJECT NO: DATE: U So l U 4' 1 04042 10 -14 -04 FINISH SCHEDULE PAINT AND VINYL WALLCOVERING SCHEDULE SPACE FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH REMARKS & ITEM MATERIAL MATERIAL MATERIAL MATERIAL NOTES LOBBY LEVEL VWC -1 L01 LOBBY VESTIBULE CONC. TILE TILE — GLASS CROSSVILLE 1 GWB —6 C CROSSVILLE 6 6 X 6 — A215 EMPRESS WHITE UPS V` L02 ENTRY LOBBY CONC. TILE TILE — GWB VWC GWB DAL TILE 1 PT -00 —11 C _ L03 EXIT STAIRS CONC. SEALED — — GWB PT -00 — PT -00 _ L04 POOL EQUIPMENT CONC. SEALED — — GWB — — L05 POOL CONC, TILE TILE — GWB TILE GWB EIFS FINIS CEMENTITIOUS WALLBOARD L06 ELEVATOR EQUIP, CONC, SEALED — — GWB PT -00 L07 EXERCISE ROOM CONC. CPT & PAD CPT — GWB VWC 2 x 2 ACT - FULL LENGTH MIRROR R END WALL _ L08 POOL VESTIBULE CONC, TILE TILE — GWB EPDXY PT GWB PT -00 _ L09 MEN'S TOILET CONC. CT CT — GWB /CT VWC GWB PT -00 SEE ELEVATIONS FOR WALL FINISH LOCATIONS _ L10 WOMEN'S TOILET CONC. CT CT — GWB /CT VWC GWB PT -00 SEE ELEVATIONS FOR WALL FINISH LOCATIONS _ L11 LOUNGE CONC. TILE TILE - GWB VWC GWB PT -00 _ L12 FOOD & BEVERAGE CONC, TILE TILE - GWB VWC GWB PT -00 _ L13 SERVICE CORRIDOR CONC. VCT VWB - GWB /FR PT -00 /VWC 2 X 4 ACT - FRP PANELS TO 48' WITH C O N TI NU OUS BUMPER _ L14 BUSINESS CENTER CONC. CPT & PAD CPT — GWB VWC 2 X 2 ACT — _ L15 KITCHEN CONC. SEAMLESS SEAMLESS — GWB FRP PANEL 2 x 4 ACT - SCRUBABLE FINISH ON ALL FINISH MATERIALS _ L16 DRY STORAGE CONC. SEAMLESS SEAMLESS — GWB FRP PANEL 2 x 4 ACT - SCRUBABLE FINISH ON A FINISH MATERIALS L17 MECHANICAL CONC. SEALED VWB - GWB PT -00 - - L18 STORAGE CONC. SEALED VWB - GWB PT -00 - L19 LAUNDRY C ❑NC, SEALED VWB - GWB EPDXY PT - - MOISTURE RESISTANT GWB L20 LINEN STORAGE CONC. SEALED VWB — GWB PT - - MOISTURE RESISTANT GWB /4 H EAVY DUTY WIRE SHELVES L21 EMPLOYEE LOUNGE CONC. VCT VWB — GWB PT -00 2 x 4 ACT — P .LAM KITCHEN COUNTER AND CABINETS L22 UNISEX CONC. VCT VWB — GWB PT -00 /CT 2 x 4 ACT — L23 MECHANICAL CONC. SEALED VWB — GWB PT -00 — — L24 JANITOR CLOSET CONC. VCT VWB — GWB FRP PANEL 2 x 4 ACT — L25 RECEIVING CONC. VCT VWB — GWB /FR PT -00 /VWC 2 x 4 ACT - FRP PANELS TO 48' WITH CONTINUOUS BUMPER r L26 ELECTRICAL C❑NC, SEALED VWB — GWB PT -00 — — r L27,1 MAINTENANCE CONC. VCT VWB — GWB PT -00 2 x 4 ACT L272 MECHANICAL CONC, SEALED VWB — GWB PT -00 — — IT L27.3 MECHANICAL CONC. SEALED VWB — GWB PT -00 L28 SPRINKLER CONC. SEALED VWB — GWB PT -00 — — T L29 UNUSED Cl L30 MEETING ROOM CONC. CPT & PAD WOOD PT -00 GWB VWC GWB /2X2 ACT PT -00 C T = L30,1 MEETING ROOM CONC. CPT & PAD WOOD PT -00 GWB VWC GWB /2X2 ACT PT -00 C T L30.2 MEETING ROOM CONC. CPT & PAD WOOD PT -00 GWB VWC GWB /2X2 ACT PT -00 Cl L31 PRE — FUNCTION CONC, CPT & PAD WOOD PT -00 GWB VWC GWB PT -00 Cl L32 PHONES CONC. CPT & PAD WOOD PT -00 GWB VWC GWB PT -00 Cl L33 RESTROOM HALL CONC. CPT & PAD WOOD PT -00 GWB VWC GWB PT -00 C T L34 WOMEN'S RESTROOM CONC, CT CT — GWB CT /VWC GWB PT -00 SEE ELEVATIONS FOR WALL FINISH LOCATIONS C T L35 MEN'S RESTROOM C ❑NC, CT CT — GWB CT /VWC GWB PT - 00 SEE ELEVATIONS FOR WALL FINISH LOCATIONS C T L36 OFFICES CONC. CPT & PAD VWB — GWB PT -00 GWB 2 X 2 ACT Cl L37 COMPUTER ROOM C ❑NC, VCT VWB — GWB PT -00 GWB 2 X 2 ACT G L38 G.M. OFFICE CONC. CPT & PAD VWB — GWB PT -00 GWB 2 X 2 ACT L39 SUNDRIES CONC. TILE TILE — GWB PT -00 GWB PT -00 G L40 CLOSET CONC. CPT & PAD VWB — GWB PT -00 GWB PT -00 L41 FRONT DESK CONC. TILE TILE — GWB PT -00 GWB PT -00 W L42 CLOSET CONC. CPT & PAD VWB — GWB PT -00 GWB PT -00 L43 STORAGE CONC, SEALED VWB GWB PT -00 — — S L44 CLOSET CONC, CPT & PAD VWB — GWB PT -00 GWB PT -00 GUESTROOM A - - TYP. GUESTROOM CONC. CPT & PAD 4" CPT - GWB VWC CONC. PT -00 CEILING - FILL JOINTS, LIGHT KNOCKDOWN TYP, BATHROOM CONC. CT CT - GWB VWC /CT GWB PT - 00 SEE ELEVATIONS FOR WALL FINISH LOCATIONS P TYP. CLOSET CONC, CPT & PAD 4" CPT - GWB VWC CONC, PT -00 CEILING - FILL JOINTS, LIG HT KNOCKDOWN TYPICAL FLOOR -03 EXIT STAIR CONC, CPT & PAD 4" CPT - GWB PT -00 GWB PT -00 -15 EXIT STAIR CONC. SEALED VWB - GWB PT -00 GWB PT -00 -18 GUEST CORRIDOR CONC. CPT & PAD 6" CPT - GWB VWC CONC, PT- 00 /SUS SEE REFLECTED CEILIN�i PLANS F SU CEILING LOCATIO S EALED —21 MA S CONC. VWB — GWB PT -00 GWB PT -00 —21A GUEST LAUNDRY CONC. TILE TILE — GWB VWC C ❑NC, PT -00 CEILING - FILL JOINTS, LIGHT KNOCKDOWN —21B STORAGE (2ND FLR) CONC, SEALED VWB — GWB PT -00 GWB PT -00 —32 ELEVATOR LOBBY CONC. CPT & PAD 6" CPT — GWB VWC GWB PT -00 —33 VENDING ROOM CONC, TILE TILE — GWB VWC GWB PT -00 —34 TV EQUIPMENT C❑NC, SEALED VWB — GWB PT -00 GWB PT -00 MANUFACTURER JM LYNNE JM LYNNE SPECIFICATI ❑NS & DESCRIPTION PATTERN; PARALLAX PATTERNS PARALLAX REMARKS & NOTES COLOR: PRL 2862 - 32 RIKKI PUBLIC AREA WALLCOVERING - MAIN (MICR❑ PERFERATED) COLOR: PRL - 2854 - TOAST PUBLIC AREA WALLC❑VFRTNG - ACCENT (MTrRn PFPFFPATFT)) IRISH SCHEDULE EM M MANUFACTURER S SPECIFICATIONS & DESCRIPTI ❑N —3 C CROSSVILLE 8 8 x 8 — COLOR: A236 FLAX —4 C CROSSVILLE 1 12 x 12 — COLOR: VS81 PALAIS TAUPE —6 C CROSSVILLE 6 6 X 6 — A215 EMPRESS WHITE UPS —7 C CROSSVILLE 6 6 X 6 — A215 EMPRESS WHITE GL —8 D DAL TILE 1 1 X 1— D -170 BOTTLE GREEN —9 D DAL TILE 1 1 X 1— D -178 PAR 4 GREEN —10 D DAL TILE 1 1 X 1 — D1452 CYPRESS —11 C CROSSVILLE 1 1E25 SERPENTINE GROUT REMARKS & NOTES 1/8" ACRYLIC LOBBY TILE SEE A.4.2 FOR PATTERN 1/8" ACRYLIC LOBBY TILE SEE A.42 FOR PATTERN 1/8" ACRYLIC GUESTROOM BATH TILE 1/8" ACRYLIC PUBLIC RESTROOM TILE (INCLUDING POOL RESTR❑OM POOL DECK FLOOR POOL DECK FLOOR BORDER POOL ROOM WALLS POOL ROOM WALL ACCENT POOL ROOM WALL ACCENT POOL ROOM WALL ACCENT POOL WATER LINE TILE ( 6" HIGH ) PUBLIC RESTROOM COUNTER /FRONT DESK COUNTER, BAR COUNTER GUESTROOM BATH COUNTER WOOD VENEER FOR MILLWORK SLATE TILE @ FIRE PLACE /WATER FEATURE BANQUETTE ACRYLIC PANELS ALL PLAST AMINATE SURFACES BUFFET TOP Integra Service Group PH: 214.369.5020 FAX: 214.265.9460 X ;1411 ED A '4'1•. ® �` go o1 xA u y , CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 0 • ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS Integra Service Group PH: 214.369.5020 FAX: 214.265.9460 X ;1411 ED A '4'1•. ® �` go o1 xA u y , CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 0 • ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 0 • ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS FRONT 1/2 " =1' -0" II • ■ i m5gg NOTES: 1, ELEVATION IS CURVED AND DRAWING IS NOT TRUE TO DIMENSIONS, REFER TO NOTED DIMENSIONS ONLY, 2, CABINETS TO BE COORDINATED WITH INTERCONTINENTAL HOTEL GROUPS TO VERIFY EQUIPMENT L ❑CATIONS AND SIZES, FRONT DESK REAR ELEVATION 1/2 " =1' -0" WOOD VENEER AT EDGES AND ON EXTERIOR, INTERIOR TO,,HAVE MELAMINE FINISH FRONT 1/2 " =1' -0" TlF�V �7 F F LOCKABLE CASH DRAWER 3/4" PLYWOOD PRINTER CADDY WITH BLACK MELAMINE INTERIOR BRUSHED STAINLESS STEEL HARDWARE PLYWOOD ! CABINET WITH PLASTIC LAMINATE EXTERIOR AND MELAMINE INTERIOR LAMINATE BASE TO DIMENSIONS. REFER TO NOTED DIMENSIONS ONLY, 2. CABINETS TO BE COORDINATED WITH INTERCONTINENTAL HOTEL GROUPS TO VERIFY EQUIPMENT LOCATIONS AND SIZES. '1 1 FLUSH WOOD VENEER PANELS WITH 1/4" REVEALS IN CONTRASTING STAIN SOLID STAINED WOOD BASE STATIONARY BRUSHED STAINLESS STEEL LIGHT FIXTURE WITH WHITE GLASS SHADE MOUNTED TO DESK GLASS TOP ON PIN MOUNTS — 1/2" CLEAR TEMPERED 1 1/2 " BUILT UP STONE TOP — GRANITE FLUSH WOOD VENEER PANELS WITH 1/4" REVEALS IN CONTRASTING STAIN SOLID STAINED WOOD BASE 1 � 1 SECTION AT FRONT DESK 1/2 " =1' -0" a i TOP TO BE MITRED WITH AN 1/8" EASED EDGE ND MDF DRAWER, WITH 4MINE INTERIOR BRUSHED STAINLESS STEEL HARDWARE 3/4" PLASTIC LAMINATED PLYWOOD DRAWER FRONT LAMINATE BASE SECTION AT FRONT DESK 1/2 " =1' -0" 2' -7�" WC 02 1 ACCENT VINYL WALLCOVERING 6" DRAPERY TRACK TO BE RECESSED INTO NICHE, SHEER WITH LOGO TO HAVE 150% FULLNESS (LOGO MATERIAL BY INTERIOR DESIGNER VERIFY TYPE AND STYLE W/ FRANCHISE) ST 01 DECORATIVE PEDESTAL WITH STONE TOP FLUSH TO WOOD PANELS WITH 1/4" REVEAL IN BETWEEN PT 02 WALL BEHIND OPENING DF 02 STATIONARY BRUSHED STAINLESS STEEL LIGHT FIXTURE WITH WHITE GLASS SHADE MOUNTED TO DESK 1 GL 01 GLASS TOP ON PIN MOUNTS — 1/2" CLEAR TEMPERED Integra Service Grour PH: 214.369.5020 FAX: 214.265.9460 SEAL: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIAT 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIAT 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY /ADA COMME FRONT DESHI, ELEVATI & DETAILS PROJECT NO 0404 DATE 10 -14 -0 SHEET NO: ■ 2' -7 WOOD VENEER AT EDGES 10" 1, -14" WD 01 AND ON EXTERIOR, INTERIOR TO HAVE MELAMINE FINISH 1 1/2 "' BUILT UP ST 01 STONE TOP 3/4" PLYWOOD COMPARTMENTS /SHELVES M 7 " WITH BLACK MELAMINE 10 t"4 01 INTERIOR _ BRUSHED STAINLESS H 02 STEEL HARDWARE 0D PLYWOOD CABINET WITH N PL 01 PLASTIC LAMINATE EXTERIOR o 10" AND MELAMINE INTERIOR LAMINATE BASE zo , �, �� P L 01 SECTION AT FRONT DESK 1/2 " =1' -0" a i TOP TO BE MITRED WITH AN 1/8" EASED EDGE ND MDF DRAWER, WITH 4MINE INTERIOR BRUSHED STAINLESS STEEL HARDWARE 3/4" PLASTIC LAMINATED PLYWOOD DRAWER FRONT LAMINATE BASE SECTION AT FRONT DESK 1/2 " =1' -0" 2' -7�" WC 02 1 ACCENT VINYL WALLCOVERING 6" DRAPERY TRACK TO BE RECESSED INTO NICHE, SHEER WITH LOGO TO HAVE 150% FULLNESS (LOGO MATERIAL BY INTERIOR DESIGNER VERIFY TYPE AND STYLE W/ FRANCHISE) ST 01 DECORATIVE PEDESTAL WITH STONE TOP FLUSH TO WOOD PANELS WITH 1/4" REVEAL IN BETWEEN PT 02 WALL BEHIND OPENING DF 02 STATIONARY BRUSHED STAINLESS STEEL LIGHT FIXTURE WITH WHITE GLASS SHADE MOUNTED TO DESK 1 GL 01 GLASS TOP ON PIN MOUNTS — 1/2" CLEAR TEMPERED Integra Service Grour PH: 214.369.5020 FAX: 214.265.9460 SEAL: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIAT 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIAT 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY /ADA COMME FRONT DESHI, ELEVATI & DETAILS PROJECT NO 0404 DATE 10 -14 -0 SHEET NO: ■ 5' -ld" i LAIR DRYER --_ HOWER HEAD EE NOTE F URTAIN ROD 4' TOWEL SHELF JPLEX G,F,C,I JTLET AND SWITCH o i u� 0 N 8" 1' -0' (L 8" EQ. 1 1 EQ. _ __-- -- CURTAIN ROD ROBE HOOK NOTE C WALL SCONCE - ---- ----`\ 24" TOWEL SHELF FRAMED MIRROR PROVIDE BLOCKING PER MANUFACTURER SPECIFICATIONS GRANITE SURFACE VANITY WITH e 4' BACKSPLASH e 00 AND UNDERSLUNG ° �o WHITE CHINA BOWL ° SEE NOTE D FOR FAUCET j Lo GRAB BAR e SOAPDISH cu 3 PIECE CULTURED MARBLE TUB SURROUND 60' HIGH TUB -GUEST BATHROOM ELEV, �i c / 1/2 " =1' -0" HAND HELD Sf HEAD SHOWER CONT. UNFRAMED MIE SUCH THAT B[ IS 38" A.F.F. POLISHED STA STEEL GRAB I PROVIDE BLOC GRANITE SURF VANITY WITH 4' BACKSPLAS AND UNDERSLL WHITE CHINA SEE NOTE D F 3 PIECE CULT MARBLE SHOW[ SURROUND 80' 1/2' =1' -0" HAND HELD SH ❑� HEAD SEE NOTE APDISH FOLD —UP SHOWER SEAT` SWANSTONE ADP PROVIDE BLOCKING COMPLIANT SHO1 PAN WITH RAMP H�,C SHOWER -GUEST BATHR ❑❑M E L E V, NOTE C UNFRAMED MIRROR 1 - - - -- _ — CURTAIN RI IS 38' A,F,F, (11 POLISHED STAINLESS MODEL NO, YB3624CP STEEL GRAB BAR MOEN "VILLETA" SERIES CHROME/ - - - CtJ - - -- - - - -- ]RANITE SURFACE DOUBLE PAPER HOLDER VANITY WITH CF V BACKSPLASH MOEN "VILLETA" SERIES CHROME/ 0 LIFESHINE POLISHED BRASS WHITE CHINA BOWL POLISHED STAINLE SEE NOTE D FOR FAUCET m � PROVIDE BLOCKINC HARBLE TUB LIFESHINE POLISHED BRASS SURROUND 60' HIGH � POP —UP DRAIN MODEL NO, L4721CP E MOEN "VILLETA' SERIES POLISHED BRASS LEVER POSI- TEMP PRESSURE BALANCING TUB/ SHOWER MODEL NO, TL2303/62370CP F MOEN "REVOLUTION" GLACIER e ` MODEL NO, 3891W G PROVIDE SHEET METAL BLOCKING m � e INCLUDING BUT NOT LIMITED TO GRAB BARS, TOWEL BARS, VANITIES, TOWEL RACKS, TP HOLDERS, MIRRORS AND HAIR DRYERS- BLOCKING AT GRAB BARS T❑ MEET HC C ❑DE FOR PULL ❑UT RESISTANCE H VERIFY FINISHES WITH FF &E DESIGNER, 0 2 ' o - -- 0 0 %o __-- -- CURTAIN ROD ROBE HOOK NOTE C WALL SCONCE - ---- ----`\ 24" TOWEL SHELF FRAMED MIRROR PROVIDE BLOCKING PER MANUFACTURER SPECIFICATIONS GRANITE SURFACE VANITY WITH e 4' BACKSPLASH e 00 AND UNDERSLUNG ° �o WHITE CHINA BOWL ° SEE NOTE D FOR FAUCET j Lo GRAB BAR e SOAPDISH cu 3 PIECE CULTURED MARBLE TUB SURROUND 60' HIGH TUB -GUEST BATHROOM ELEV, �i c / 1/2 " =1' -0" HAND HELD Sf HEAD SHOWER CONT. UNFRAMED MIE SUCH THAT B[ IS 38" A.F.F. POLISHED STA STEEL GRAB I PROVIDE BLOC GRANITE SURF VANITY WITH 4' BACKSPLAS AND UNDERSLL WHITE CHINA SEE NOTE D F 3 PIECE CULT MARBLE SHOW[ SURROUND 80' 1/2' =1' -0" HAND HELD SH ❑� HEAD SEE NOTE APDISH FOLD —UP SHOWER SEAT` SWANSTONE ADP PROVIDE BLOCKING COMPLIANT SHO1 PAN WITH RAMP H�,C SHOWER -GUEST BATHR ❑❑M E L E V, e 0 i CERAMIC TILE BASE N 3 PIECE CULTURED - MARBLE TUB SURROUND 60' HIGH :• '1t 1 _ : 1, SEE NOTE F ROBE HO NOTE C UNFRAMED MIRROR 1 - - - -- _ — CURTAIN RI IS 38' A,F,F, (11 POLISHED STAINLESS MODEL NO, YB3624CP STEEL GRAB BAR MOEN "VILLETA" SERIES CHROME/ - - - CtJ - - -- - - - -- ]RANITE SURFACE DOUBLE PAPER HOLDER VANITY WITH CF V BACKSPLASH MOEN "VILLETA" SERIES CHROME/ %D UNDERSLUNG LIFESHINE POLISHED BRASS WHITE CHINA BOWL POLISHED STAINLE SEE NOTE D FOR FAUCET m � PROVIDE BLOCKINC HARBLE TUB LIFESHINE POLISHED BRASS SURROUND 60' HIGH � POP —UP DRAIN MODEL NO, L4721CP E MOEN "VILLETA' SERIES POLISHED BRASS LEVER POSI- e 0 i CERAMIC TILE BASE N 3 PIECE CULTURED - MARBLE TUB SURROUND 60' HIGH :• '1t 1 _ : 1, SEE NOTE F ROBE HO :w 1/2 " =1' -0" SHOWER H SEE NOTE CURTAIN I 24' TOWE 3 PIECE C MARBLE TI 60' HIGH 4' Q. 3' -9 1/2 Q, i ----- - - - --- i CURTAIN RE SHOWER HE SEE NOTE[ POLISHED S STEEL GRAI PROVIDE BL SHOWER VA SEE NOTE [ TUB! SPOUT SEE NOTE I SCONCE IWEL SF ED STA GRAB I lE BLOC TOILE DISPE SEE P WALL SCONCE SHOWER HEAD SEE NOTE F 24' TOWEL SHELF". N i POLISHED STAINLESS — STEEL GRAB BAR PROVIDE BLOCKING o i N GUEST BATHROOM ELEV. r. FRAMED MIRROR ARTWO PROVIDE BLOCKING FRAME PER MANUFACTURER SPECIFICATIONS GRANITE SURFACE VANITY WITH 4' BACKSPLASH AND UNDERSLUNG WHITE CHINA BOWL SEE NOTE D FOR FAUCET CERAMIC TILE BASE HEAD TOWEL TE F SEE NO :D STAINLESS 3RAB BAR BLOCKING VALVE TE E OUT TE E 1/2' =1' -0' 1/2 " =1' -0" I EQ, ��/ E QQ I rr 2' NOTE C UNFRAMED MIRROR 1 SUCH THAT BOTTOM CURTAIN RI IS 38' A,F,F, TOWEL BAR POLISHED STAINLESS MODEL NO, YB3624CP STEEL GRAB BAR MOEN "VILLETA" SERIES CHROME/ PROVIDE BLOCKING LIFESHINE POLISHED BRASS ]RANITE SURFACE DOUBLE PAPER HOLDER VANITY WITH MODEL N❑, YB3608CP V BACKSPLASH MOEN "VILLETA" SERIES CHROME/ %D UNDERSLUNG LIFESHINE POLISHED BRASS WHITE CHINA BOWL POLISHED STAINLE SEE NOTE D FOR FAUCET STEEL GRAB BAR 3 PIECE CULTURED PROVIDE BLOCKINC HARBLE TUB LIFESHINE POLISHED BRASS SURROUND 60' HIGH LEVER LAVATORY FAUCET WITH :w 1/2 " =1' -0" SHOWER H SEE NOTE CURTAIN I 24' TOWE 3 PIECE C MARBLE TI 60' HIGH 4' Q. 3' -9 1/2 Q, i ----- - - - --- i CURTAIN RE SHOWER HE SEE NOTE[ POLISHED S STEEL GRAI PROVIDE BL SHOWER VA SEE NOTE [ TUB! SPOUT SEE NOTE I SCONCE IWEL SF ED STA GRAB I lE BLOC TOILE DISPE SEE P WALL SCONCE SHOWER HEAD SEE NOTE F 24' TOWEL SHELF". N i POLISHED STAINLESS — STEEL GRAB BAR PROVIDE BLOCKING o i N GUEST BATHROOM ELEV. r. FRAMED MIRROR ARTWO PROVIDE BLOCKING FRAME PER MANUFACTURER SPECIFICATIONS GRANITE SURFACE VANITY WITH 4' BACKSPLASH AND UNDERSLUNG WHITE CHINA BOWL SEE NOTE D FOR FAUCET CERAMIC TILE BASE HEAD TOWEL TE F SEE NO :D STAINLESS 3RAB BAR BLOCKING VALVE TE E OUT TE E 1/2' =1' -0' 1/2 " =1' -0" I EQ, ��/ E QQ I rr 2' NOTES o 1 3' LIFESHINE .POLISHED BRASS 24' 2' TOWEL BAR --------- MODEL NO, YB3624CP B MOEN "VILLETA" SERIES CHROME/ I LIFESHINE POLISHED BRASS DOUBLE PAPER HOLDER MODEL N❑, YB3608CP C MOEN "VILLETA" SERIES CHROME/ LIFESHINE POLISHED BRASS DOUBLE ROBE HOOK MODEL NO, YD3603CP ARTW FRAMI TOWE WORK ME (EL BAR NOTE A MIC TILE BASE SEE t i o � i N HOLD 1GUEST BAT HROOM ELEV. 1/2 " =1' -0' GUEST BATHROOM ELEV. GUEST BATHROOM ELEV ARTWORK FRAME TOWEL BAR SEE NOTE A 8'-44" Ilk ROBE HOOK N T OEC CURTAIN ROD HAND HELD SHOWER HEAD SEE NOTE F -- -- POLISHED STAINLESS 'TEEL GRAB BAR ROVIDE BLOCKING FOLD -UP SHOWER SEAT PROVIDE BLOCKING SWANSTONE ADA COMPLIANT SHOWER PAN WITH RAMP GUEST BATHROOM ELEV, 1/2 " =1' -0" GUEST BATHROOM ELEY, ROBE NOTE C 24' TOE :• '11 1/2 " =1' -0' L SCONCE TOWEL SHELF SHED STAINLESS 1 GRAB BAR /IDE BLOCKING =T PAPER :NSER NOTE B NOTES A MOEN "VILLETA' SERIES CHROME/ 3' LIFESHINE .POLISHED BRASS 24' TOWEL BAR MODEL NO, YB3624CP B MOEN "VILLETA" SERIES CHROME/ LIFESHINE POLISHED BRASS DOUBLE PAPER HOLDER MODEL N❑, YB3608CP C MOEN "VILLETA" SERIES CHROME/ LIFESHINE POLISHED BRASS DOUBLE ROBE HOOK MODEL NO, YD3603CP D MOEN "VILLETA' SERIES CHROME/ LIFESHINE POLISHED BRASS LEVER LAVATORY FAUCET WITH POP —UP DRAIN MODEL NO, L4721CP E MOEN "VILLETA' SERIES POLISHED BRASS LEVER POSI- TEMP PRESSURE BALANCING TUB/ SHOWER MODEL NO, TL2303/62370CP F MOEN "REVOLUTION" GLACIER e ` MODEL NO, 3891W G PROVIDE SHEET METAL BLOCKING m INCLUDING BUT NOT LIMITED TO GRAB BARS, TOWEL BARS, VANITIES, TOWEL RACKS, TP HOLDERS, MIRRORS AND HAIR DRYERS- BLOCKING AT GRAB BARS T❑ MEET HC C ❑DE FOR PULL ❑UT RESISTANCE H VERIFY FINISHES WITH FF &E DESIGNER, 2 ' - -- 0 0 OEC CURTAIN ROD HAND HELD SHOWER HEAD SEE NOTE F -- -- POLISHED STAINLESS 'TEEL GRAB BAR ROVIDE BLOCKING FOLD -UP SHOWER SEAT PROVIDE BLOCKING SWANSTONE ADA COMPLIANT SHOWER PAN WITH RAMP GUEST BATHROOM ELEV, 1/2 " =1' -0" GUEST BATHROOM ELEY, ROBE NOTE C 24' TOE :• '11 1/2 " =1' -0' L SCONCE TOWEL SHELF SHED STAINLESS 1 GRAB BAR /IDE BLOCKING =T PAPER :NSER NOTE B Integra' Service Grou a„ 3 '_ 7 3' kk EU T BATHROOM E L E V , 8' -4^" 1GUEST BATHROOM ELEV 1/2' =1' -0' 5' -8i" NOTES A MOEN "VILLETA' SERIES CHROME/ LIFESHINE .POLISHED BRASS 24' TOWEL BAR MODEL NO, YB3624CP B MOEN "VILLETA" SERIES CHROME/ LIFESHINE POLISHED BRASS DOUBLE PAPER HOLDER MODEL N❑, YB3608CP C MOEN "VILLETA" SERIES CHROME/ LIFESHINE POLISHED BRASS DOUBLE ROBE HOOK MODEL NO, YD3603CP D MOEN "VILLETA' SERIES CHROME/ LIFESHINE POLISHED BRASS LEVER LAVATORY FAUCET WITH POP —UP DRAIN MODEL NO, L4721CP E MOEN "VILLETA' SERIES POLISHED BRASS LEVER POSI- TEMP PRESSURE BALANCING TUB/ SHOWER MODEL NO, TL2303/62370CP F MOEN "REVOLUTION" GLACIER MASSAGING SHOWERHEAD MODEL NO, 3891W G PROVIDE SHEET METAL BLOCKING AT ALL WALL MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO GRAB BARS, TOWEL BARS, VANITIES, TOWEL RACKS, TP HOLDERS, MIRRORS AND HAIR DRYERS- BLOCKING AT GRAB BARS T❑ MEET HC C ❑DE FOR PULL ❑UT RESISTANCE H VERIFY FINISHES WITH FF &E DESIGNER, Integra' Service Grou a„ 3 '_ 7 3' kk EU T BATHROOM E L E V , 8' -4^" 1GUEST BATHROOM ELEV 1/2' =1' -0' 5' -8i" IIII, 1/2 " =1' -0" 3/4" GYPCRETE 000 000 8" PRECAST CONCRETE ' — MIN, BEARING 1 -1/2" — GROUT = SAND CEMENT TYPE, 3500 PSI COMPRESSIVE STRENGTH. — SEE STRUCTURAL FOR CONNECTION DETAILS. 1 HR, RATED FLRJCL& @ 3RD -5TH FLOORS „ 1 1/2 = 1 " -0 1 , -0 UL -J924 3/4" GYPCRETE 8" PRECAST CONCRETE ' - MIN. BEARING 1 -1/2" - GROUT = SAND CEMENT TYPE, 3500 PSI COMPRESSIVE STRENGTH. - SEE STRUCTURAL FOR CONNECTION DETAILS, - ALL PENETRATIONS TO BE 2 HOUR FIRE PROTECTED, 2 HR, RATED FLR,/CLG, � @ - 2ND FLOOR 1 112 UL-J924 0 i1 NOT US E D D (1) 5/8" F.C, GYP, BD, ON 6 MIL, V,B, 4" STEEL STUDS @ 24" FILLED W/ 4" OF APPLEGATE OR L J W EQUAL BLOWN CELLULOSE INSULATION (— W (1) 5/8" FIRECODE EXT, I I GYP BD. I ' E.I.F.S, OR BRICK VENEER 3 8 EXTERI ❑R WALL @ 2ND-5TH F 1 1/2 " =1' -0" UL -U424 @ BRICK VENEER & EIFS STC 60+ 0 UNDERSIDE OF z 0 U w J U w O J ¢z Up � w > vi E OF CEILING ECTED CEILING OARD OR ACOUSTICAL ING SYSTEM — SEE D CEILING PLANS -TAL STUDS AT =NTER R OF 5/8" TYPE "X" ❑ARD EACH SIDE z 0 U w J U H ry w SEALANT BOTH SIDES UNDERSIDE OF STRUCTURE DROPPED CEILING] SEE REFLECTED CEILING PLAN GYPSUM BOARD CEILING SYSTEM FILL W/ 3 -5/8" OF APPLEGATE OR EQUAL BLOWN CELLULOSE INSULATION U .: TWO LAYERS OF 5/8" TYPE "X" GYPSUM ON BOTH SIDES ON 3 5/8" ' METAL STUDS . i 3 5/8" METAL STUDS Q z :.:I ` @ 24" O.C. SEALANT BOTH SIDES 7 w W :. `- CONCRETE FLOOR > >0 — 8 9 PARTITION PLUMBING WALL AT GUESTR ❑OM — TWO HOUR RATED 1 1/2 " =1' -0" UL DESIGN NO. 420 FILL W/ 3 -5/8" OF APPLEGATE [ EQUAL BLOWN CELLULOSE INSULATION Z 0 H U w J U w -- z o .. H J U ¢ w U H a SEALANT BOTH SIDES FILL W/ 3 -5/8'` OF APPLEGATE ¢ UNDER GYPSUM BOARD OR (EQUAL BLOWN CELLULOSE INSULATION r PARTY & CORR, 3 R STUD 1 1/2 " =1' -0" GA FILE N❑, WP 1200 STC 45 - 49 WITH BLOWN CELLULOSE INSULATION STC 60 - 70 z 0 H U w J U H w RA F ----- '— ABOVE z 0 U w z ¢ J d z 0 r U w J U w mill UNDERSIDE OF STRUCTURE DR OPPED CEILING; SEE REFLECTED CEILING PLAN GYPSUM BOARD CEILING SYSTEM 3 -5/8" METAL STUDS AT 241 ON CENTER GYPS EACH CO LA CONCRETE FLOOR BACK OF HOUSE & INTERIOR GUESTROOM� -� GUESTROOM 3 —S/8" STUD a FILE NO, WP 1200 - ONE HOUR RATED STC 45 49 i 1/2 //-l/-O// O NOT Pare, or ASSEMBLY —� UNDERSIDE OF STRUCTURE - SEE STRUCTURAL FOR CONNECTION DETAIL GYPSUM BOARD TO EXTEND TO BOTTOM OF SLAB AT TYPICAL FLOORS - SEALANT BOTH SIDES GYPSUM BOARD TO STOP 4° ABOVE CEILING - LOBBY FLOOR ONLY DROPPED CEILING - SEE REFLECTED CEILING PLANS TWO HR RATED 8" CMU ONE LAYER OF 5/8" GYPSUM BOARD OVER 1 -1/2" FURRING CHANNELS EACH SIDE SEALANT BOTH SIDES UNDER GYPSUM BOARD CONCRETE S FLOOR 6 2 HOUR BLOCK PARTITION — TWO HOUR RATED 1 112 11=111-0 UL nEsicN No. ue GENERAL WALL TYPE FRAMINC -s NOTE: 1. AT SHEAR WALLS PLYWOOD SHEATHING 15 APPLIED DIRECTLY TO STUDS WITH GYP. BOARD APPLIED ON PLYWOOD AS NOTED ON WALL TYPE. SEE STRUCTURAL PLANS FOR SHEAR WALL LOCATIONS. z 0 H U w J ¢ U w z ' 0 U W LAYER OF 5/8" z USID ARD ON ii W� NCaE.E FLOOR >0 NON —RATED BACK OF HOUS & INTERIOR GUESTROOM 3 —S/8" STUD PARTITION 1 1/2 " =1' -0" BOARD STRUCTUR za SEALANT BOTH SIDES GYPSUM BOARD CEILING > SYSTEM SEE REFLECTED CEILING PLANS � U FILL W/ 3 -5/8" OF APPLEGATE ' OR EQUAL BLOWN CELLULOSE INSULATI ❑N 3 -5/8" METAL STUDS AT o 24" ON CENTER F- DR OPPED CEILING] U Ld SEE RE CEILING ONE LAYER OF TYPE X 5/8" GYPSUM BOARD EACH SIDE z PLANS FLECTED U H J d E OF CEILING ECTED CEILING OARD OR ACOUSTICAL ING SYSTEM — SEE D CEILING PLANS -TAL STUDS AT =NTER R OF 5/8" TYPE "X" ❑ARD EACH SIDE z 0 U w J U H ry w SEALANT BOTH SIDES UNDERSIDE OF STRUCTURE DROPPED CEILING] SEE REFLECTED CEILING PLAN GYPSUM BOARD CEILING SYSTEM FILL W/ 3 -5/8" OF APPLEGATE OR EQUAL BLOWN CELLULOSE INSULATION U .: TWO LAYERS OF 5/8" TYPE "X" GYPSUM ON BOTH SIDES ON 3 5/8" ' METAL STUDS . i 3 5/8" METAL STUDS Q z :.:I ` @ 24" O.C. SEALANT BOTH SIDES 7 w W :. `- CONCRETE FLOOR > >0 — 8 9 PARTITION PLUMBING WALL AT GUESTR ❑OM — TWO HOUR RATED 1 1/2 " =1' -0" UL DESIGN NO. 420 FILL W/ 3 -5/8" OF APPLEGATE [ EQUAL BLOWN CELLULOSE INSULATION Z 0 H U w J U w -- z o .. H J U ¢ w U H a SEALANT BOTH SIDES FILL W/ 3 -5/8'` OF APPLEGATE ¢ UNDER GYPSUM BOARD OR (EQUAL BLOWN CELLULOSE INSULATION r PARTY & CORR, 3 R STUD 1 1/2 " =1' -0" GA FILE N❑, WP 1200 STC 45 - 49 WITH BLOWN CELLULOSE INSULATION STC 60 - 70 z 0 H U w J U H w RA F ----- '— ABOVE z 0 U w z ¢ J d z 0 r U w J U w mill UNDERSIDE OF STRUCTURE DR OPPED CEILING; SEE REFLECTED CEILING PLAN GYPSUM BOARD CEILING SYSTEM 3 -5/8" METAL STUDS AT 241 ON CENTER GYPS EACH CO LA CONCRETE FLOOR BACK OF HOUSE & INTERIOR GUESTROOM� -� GUESTROOM 3 —S/8" STUD a FILE NO, WP 1200 - ONE HOUR RATED STC 45 49 i 1/2 //-l/-O// O NOT Pare, or ASSEMBLY —� UNDERSIDE OF STRUCTURE - SEE STRUCTURAL FOR CONNECTION DETAIL GYPSUM BOARD TO EXTEND TO BOTTOM OF SLAB AT TYPICAL FLOORS - SEALANT BOTH SIDES GYPSUM BOARD TO STOP 4° ABOVE CEILING - LOBBY FLOOR ONLY DROPPED CEILING - SEE REFLECTED CEILING PLANS TWO HR RATED 8" CMU ONE LAYER OF 5/8" GYPSUM BOARD OVER 1 -1/2" FURRING CHANNELS EACH SIDE SEALANT BOTH SIDES UNDER GYPSUM BOARD CONCRETE S FLOOR 6 2 HOUR BLOCK PARTITION — TWO HOUR RATED 1 112 11=111-0 UL nEsicN No. ue GENERAL WALL TYPE FRAMINC -s NOTE: 1. AT SHEAR WALLS PLYWOOD SHEATHING 15 APPLIED DIRECTLY TO STUDS WITH GYP. BOARD APPLIED ON PLYWOOD AS NOTED ON WALL TYPE. SEE STRUCTURAL PLANS FOR SHEAR WALL LOCATIONS. z 0 H U w J ¢ U w z ' 0 U W LAYER OF 5/8" z USID ARD ON ii W� NCaE.E FLOOR >0 NON —RATED BACK OF HOUS & INTERIOR GUESTROOM 3 —S/8" STUD PARTITION 1 1/2 " =1' -0" UL ;DESIGN NO, 0423 EALANT BOTH SIDES ABOVE GYPSUM BOARD DROPPED CEILING] .--� — SEE REFLECTED CEILING J . PLAN —G C 3 2 JA TWO LAYERS OF TYPE "X" 5/8" GYPSUM BOARD EACH SIDE CONCRETE 1 'A' IBM "I TWO HOUR RATED GA FILE N❑, WP 1505 STC 50 - 59 1 1/2 " =1' -0" WITH BLOWN CELLULOSE INSULATION STC 65 — 80 FLEXIBLE SEALANT AT EDGES OF OUTLET BOX NOTE PUTTY PACK AT BACK OF OUTLET BOXES REQUIRED IN RATED ASSEMBLY IF BOXES ARE LESS THAN 24" APART FILL W/ 3 -5/8" OF APPLEGATE �OR EQUAL BLOWN CELLULOSE INSULATION YPSUM B BOARD STRUCTUR za SEALANT BOTH SIDES GYPSUM BOARD � U ' w DR OPPED CEILING] SEE RE CEILING ¢ PLANS FLECTED U H UL ;DESIGN NO, 0423 EALANT BOTH SIDES ABOVE GYPSUM BOARD DROPPED CEILING] .--� — SEE REFLECTED CEILING J . PLAN —G C 3 2 JA TWO LAYERS OF TYPE "X" 5/8" GYPSUM BOARD EACH SIDE CONCRETE 1 'A' IBM "I TWO HOUR RATED GA FILE N❑, WP 1505 STC 50 - 59 1 1/2 " =1' -0" WITH BLOWN CELLULOSE INSULATION STC 65 — 80 FLEXIBLE SEALANT AT EDGES OF OUTLET BOX NOTE PUTTY PACK AT BACK OF OUTLET BOXES REQUIRED IN RATED ASSEMBLY IF BOXES ARE LESS THAN 24" APART FILL W/ 3 -5/8" OF APPLEGATE �OR EQUAL BLOWN CELLULOSE INSULATION YPSUM B BOARD FILING S SYSTEM Integra Service Group PH: 214.369.5020 FAX: 214.265.9460 SEAL: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701- 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY /ADA COMM CEILING WITH KNOCKDOWN TEXTURE Integra Service Group 4" ENLARGED ELEV, DETAILS 1/2 "=1'-0" CONSULTANTS: CIVIL ENGINEER E-NLARGED ELEV, DETAIL,'-N-. 1/2 " =1' -0" Q ENL ARGED ELEV, D ETA ILS 1/2 " =1' -0" EIFS SURROUNI REVELI ENLARGED ELEV, DETAILS 1/2 " =1' -0" ENLARGED ELEV, DETAIL 1/2 " =1' -0" ENLARGE E DETAILS 1/2 " =1' -0" a ON :: ILUZ I e N m d REVEAL ENLA RGED ELEV. DETAILS 1/2 " =1' -0" 4" DRESSED BULLNOSE �— SEE ELEVATIONS --- 2" EIFS REVEAL 4" EIFS REVEAL 4" DRESSED BULLNOSE ---�— 1/2 " =1' -0" STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP i LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 • �r • 1" 6 a N xu-- 6 N 1/2 " . .. .......... ..... STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP i LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS Z ■ O ENLARGED ELEV, DETAILS U REVISIONS: z 0 U O TITLE: ENLARGED z w ELEVATION � DETAILS 0 0 PROJECT NO: 0404 DATE: 10-14-0, SHEET NO: A11.00 • • ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS Z ■ O ENLARGED ELEV, DETAILS U REVISIONS: z 0 U O TITLE: ENLARGED z w ELEVATION � DETAILS 0 0 PROJECT NO: 0404 DATE: 10-14-0, SHEET NO: A11.00 Integra Service Group Is 18 ELEV 14' -0' TAP OF SLAB NOTE: SEE STRUCTURAL PLANS FOR FOUNDATI ❑N DETAILS - I 'll Mo t t ' 1 o m • I I .. -n. Men PROVIDE CONTINUOUS 12" WIDE 20 a. SHEET METAL BLOCKING FOR DRAPERY TRACK, 1/4' =1' -0" NOTE: PROVIDE FLASHING WHERE REQUIRED TO MAINTAIN A WATER TIGHT BUILDING, JOSAM PARAPET ROOF DRAIN WITH OVERFLOW RUN DOWNSPOUT DOWN THROUGH EXTERIOR WALL — 4" ALUMINUM WINDOW SYSTEM WITH INTEGRAL PTAC LOUVER, BLANK OFF UNUSED PORTION PROVIDE WATER TIGHT SEAL TO PTAC SLEAVE • • 1 . • . . NOTE: SEE STRUCTURAL PLANS FOR FOUNDATI ❑N DETAILS SECTION @ EXERCISE 1/4 " =1' -0' /8' SUSPENDED GYPSUM BOAF EILING WITH KNOCKDOWN TE> ARAPET STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE: 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN w as - 1193ulwl IFTH LEVEL FLOOR LINE /2' SEALANT AND BACKER ROD YPICAL AT JOINTS DESIGN DEVELOPMENT Dr-DRAM CONSTRUCTION DOCUMENTS 8' GYPSUM ON 4 MIL. POR BARRIER ON 1 -1/2" RRING CHANNELS ON CMU BLOCK WITH 5/8' TERIOR SHEATHING D 2" DRAINABLE EIFS SECTION @ STAIR TOWER ROOF, 1/4 " =1' -0" SECTI DOUBLE W 1/4 " =1' -0" ..... ...._. 1/4' =1' -0' z O U W z O U O tL 1 z W U O D REVISIONS: TITLE: • 1 .. 0 . SHEET NO: 04042 10 -14 -04 'USPENDED GYPSUM BOARD G I WITH KNOCKDOWN TEXTURE CONSULTANTS: CIVIL ENGINEER • • • ISSUED FOR: SCHEMATIC DESIGN w as - 1193ulwl IFTH LEVEL FLOOR LINE /2' SEALANT AND BACKER ROD YPICAL AT JOINTS DESIGN DEVELOPMENT Dr-DRAM CONSTRUCTION DOCUMENTS 8' GYPSUM ON 4 MIL. POR BARRIER ON 1 -1/2" RRING CHANNELS ON CMU BLOCK WITH 5/8' TERIOR SHEATHING D 2" DRAINABLE EIFS SECTION @ STAIR TOWER ROOF, 1/4 " =1' -0" SECTI DOUBLE W 1/4 " =1' -0" ..... ...._. 1/4' =1' -0' z O U W z O U O tL 1 z W U O D REVISIONS: TITLE: • 1 .. 0 . SHEET NO: 04042 10 -14 -04 'USPENDED GYPSUM BOARD G I WITH KNOCKDOWN TEXTURE CONSULTANTS: CIVIL ENGINEER Integra Service Group OL ELEV 53 ' -4" TOP OF STEEL ELEV 32' -8" T ❑P OF SLAB ",k , U i- ELEV 14' -0" TOP OF SLAB a d- i ••••.. d- i d- o ...•. L �r vll it • EPDM FLASHING ON EXTERIOR SHEATHING ON 4" METAL STUDS WITH STUD PACKS AS NEEDED FOR WIND LOADING, STUDS TO EXTEND DOWN TO 5TH FLOOR. (SEE STRUCTURAL) PROVIDE FLASHING WHERE REQUIRED TO MAINTAIN A WATER TIGHT BUILDING FULLY ADHERED EPDM ROOF ON SLOPED INSULATION ON 1 -1/2" METAL DECK ON BAR JOISTS (SEE STRUCTURAL) 5/8" GYPSUM ON 4 MIL, VAPOR BARRIER ON 4" METAL STUDS FILLED W/ 4" APPLEGATE OR EQUAL BLOWN CELLULOSE INSULATION WITH 5/8" EXTERIOR SHEATHING AND 2" DRAINABLE EIFS 5/8" SUSPENDED GYPSUM BOARD CEILING WITH KNOCKDOWN TEXTURE PROVIDE CONTINUOUS 12" WIDE 20 ga, SHEET METAL BLOCKING FOR DRAPERY TRACK, PTAC SUB —BASE WITH CARPET BASE 8" HOLLOW CORE PLANKS WITH FILLED JOINTS AND LIGHT KNOCK DOWN FINISH W/ 2" TOPPING (SEE STRUCTURAL) 4" ALUMINUM WINDOW SYSTEM WITH INTEGRAL PTAC LOUVER, BLANK OFF UNUSED PORTION PROVIDE WATER TIGHT SEAL TO PTAC SLEAVE CULTURED MARBLE WINDOW SILL 5/8" GYPSUM ON 4 MIL. VAPOR BARRIER ON 4" METAL STUDS FILLED W/ 4" APPLEGATE OR EQUAL BLOWN CELLULOSE INSULATION WITH 5/8" EXTERIOR SHEATHIN( AND 2" DRAINABLE EIFS PROVIDE FLASHING AT CHANGE FROM 6" TO 4" METAL STUDS — TYPICAL SEE STRUCTURAL PLANS FOR CONNECTIONS — TYPICAL 4IL. 1 -1/2" IN 5/8" GYPSUM ON 4 MIL, VAPOR BARRIER ON 4" METAL STUD WITH 6" METAL STUD OVERBUILD FILLED W/ 4" APPLEGATE OR EQUAL BLOWN CELLULOSE INSULATION WITH EXTERIOR SHEATHING AND 2" DRAINABLE EIFS ❑SAM PARAPET ROOF RAIN WITH OVERFLOW UN DOWNSPOUT DOWN HROUGH EXTERIOR WALL ❑ UNDERGROUND STORM , RAIN SYSTEM SEE PLUMBING PLANS CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 -293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 Q� o 0C/) � J � w 2 W O J U O ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS U 1 SECTION MICRO PERFORATED VINYL WALL COVERING 5/8" GYPSUM ON 4 MIL. VAPOR BARRIER ON 6" METAL STUDS FILLED W/ 6" APPLEGATE OR EQUAL BLOWN CELLULOSE INSULATION WITH 5/8" EXTERIOR SHEATHIN BARRIER AND 2" AIRSPACE WITH 4" VENEER ARRISCRAFT BLOCK BASE INE AT GRADE NOTE; SEE STRUCTURAL PLANS FOR FOUNDATION DETAILS NOTE; SEE STRUCTURAL PLANS FOR FOUNDATION DETAILS SECTION 2 1/4 " =1' -0" S ECTION- 1/ 4'=l'—O' N❑TEi SEE STRUCTURAL PLANS FOR FOUNDATION DETAILS SECTION 4 1/4 " =1' -0" SHEET NO: TITLE: z z WALL w 2 SECTIONS D U O PROJECT NO 04042 DATE 10 -14 -04 SHEET NO: It c I D I 0j Ld Z il aw r A R Ld CU C3 LAJ V) ry w I MIN UN Z LL ft CD --4 c I VENT ELEVATOR TO PROVIDE A NET VENTALATI❑N OF 3 SQUARE FEET PER ELEVATOR SEE MECHANICAL PLANS 11 HOIST BEAM 2 LAYERS 5/8' SUSPENDED GYPSUM BOARD CEILING WITH KNOCKDOWN TEXTURE 0 1 D I LAYER 5/8' GWB ON 1-1/2' FIRRING ON 8 CMU ELEVATORS TO BE 40 HP VERIFY WITH ELECTRICAL BEFORE INSTALLATION 0 9� I 8 SERVICE ELEVATOR 7'-4' W8XI0 BEAM, MOUNT— AT FINISH FLOOR HEIGHT, TYPICAL FOR ALL FLOORS N❑TEt VERIFY REQUIRED ELEVATOR PIT DEPTH WITH MANUFACTURER SPECIFICATIONS, . 2 LAYERS 5/8' SUSPENDE CEILING WITH KNOCKDOWN ELEVATOR SECTION. 3/8'=l'—O' N❑TD SEE STRUCTURAL PLANS FOR FOUNDATION DETAILS, STAIR SECTION 3/8'=l'-O' 302 N. MARKET STREET STUDIO 300 DALLAS,TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: J "Rie OF CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS BUFFET AREA EQUIPMENT SCHEDULE ITEM NUMBER DESCRIPTION QTY. REMARKS BF1 BUFFET COUNTER 1 BY MILLWORK CONTRACTOR BF2 COLD FOODS DISPLAY 1 BY PURVEYOR BF3 HOT FOODS DISPLAY 1 BY PURVEYOR BF4 OMELETTE BURNERS 4 BY PURVEYOR BF5 UNDERCOUNTER REFRIGERATOR 1 BF6 HAND SINK COUNTER 1 BY PURVEYOR BF7 COLD PANS /SNEEZE GUARD 11 LOT BY MILLWORK CONTRACTOR WAITSTATION AREA EQUIPMENT SCHEDULE ITEM NUMBER DESCRIPTION QTY. REMARKS W1 P.O.S. UNIT 1 BY OWNER W2 TEA BREWER 1 BY PURVEYOR W3 ICE BIN /DRINK DISPENSER 1 BY PURVEYOR W4 COFFEE BREWER 1 BY PURVEYOR W5 SERVICE STATION 1 W6 JUICE DISPENSERS 2 BY PURVEYOR W7 P.O.S. COUNTER 1 BY MILLWORK CONTRACTOR BAR AREA EQUIPMENT SCHEDULE ITEM NUMBER DESCRIPTION QTY. REMARKS B1 DRAINBOARDS 3 REMARKS B2 36" MIX STATION 1 BY PLUMBER B3 SEVEN BUTTON GUN 1 BY PURVEYOR B4 DUMP SINK 1 U B5 GLASSWASHER 1 B6 HAND SINK 1 B7 BAR ASSEMBLY 1 MILLWORK B8 P.O.S. UNITS 2 BY OWNER B9 THREE DOOR REFRIGERATOR 1 B10 BIG SCREEN T.V. 1 BY OWNER B11 STAIR —STEP LIQUOR DISPLAY 1 MILLWORK REMOTE REFRIGERATION SYSTEM REFRIGERATION SYSTEM (VERIFY EXACT LOCATION TO OPERATE THE FOLLOWING: A. ITEM # K7 WALK —IN COOLER B. ITEM # K7 WALK —IN FREEZER mm_ KITCHEN AREA EQUIPMENT SCHEDULE ITEM NUMBER DESCRIPTION QTY. REMARKS ITEM NUMBER DESCRIPTION QTY. REMARKS K1 MOP SINK 1 BY PLUMBER K28 36" GRIDDLE /STAND 1 K2 OVERSHELF 1 U K29 36" CHEESEMELTER 1 K3 DETERGENT CABINET 1 K30 SAUTE RANGE /OVEN 1 K4 WIRE SHELF SECTIONS 3 K31 SAUTE PAN SHELVES 2 K5 ICE MACHINE /BIN 1 K32 FRY /DUMP STATION 1 K6 BREAD RACK 1 BY PURVEYOR K33 QUICK DISCONNECT GAS HOSES 6 K7 COOLER /FREEZER ASSEMBLY 1 K34 S/S WALL PANEL 1 LOT K8 WIRE SHELF SECTIONS 8 K35 HOOD WITH MAKE —UP AIR 1 K9 DUNNAGE RACK 1 K36 FAN /DUCT PACKAGE 1 BY H.V.A.C. CONTRACTOR 'K10 POT /PAN SINK 1 K37 FIRE PROTECTION SYSTEM 1 K11 WALL MOUNTED UTENSIL RACK 1 K38 TOASTER /BREAD STATION 1 K12 HIGH STORAGE SHELF 1 K39 CONVEYOR TOASTER 1 K13 SPARE NUMBER 1 K40 REFRIGERATED COUNTER 1 K14 CAN OPENER 1 K41 HOT FOODS COUNTER 1 K15 PREP TABLE WITH SINKS 1 K42 FREEZER 1 K16 HIGH STORAGE SHELF 1 K43 TRAY REST /CABINET BELOW 1 K17 20 QUART MIXER /ATTACHMENTS 1 K44 OVERSHELF ASSEMBLY 1 K18 WALL MOUNTED UTENSIL RACK 1 K45 PRINTER 1 BY OWNER K19 SLICER 1 K46 HEAT STRIPS 2 K20 UTILITY TABLE 1 K47 SOILED LANDING TABLE 1 K21 HAND LAVATORY 1 K48 WAREWASHER 1 K22 BANQUET STAGING TABLE 1 K49 BOOSTER HEATER 1 K23 COMBI OVEN 1 K50 WAREWASHER HOOD 1 K24 EYEBROW HOOD 1 K51 CLEAN LANDING TABLE 1 K25 PLATE CARRIERS 2 K52 BAG —N —BOX RACK 1 BY PURVEYOR K26 REFRIGERATOR 1 K53 REFRIGERATION PACKAGE 1 TO OPERATE ITEM # K7 K27 36" CHARBROILER /STAND 1 FURNITURE SCHEDULE ITEM NUMBER DESCRIPTION QTY. REMARKS F1 48" SINGLE /DOUBLE BOOTHS 1 LOT cl) F2 30" X 48" BOOTH TABLES 6 O F3 36" X 36" TABLES 8 F4 CHAIRS 52 U F5 24" X 30" TABLES 4 F6 52" ROUND "FLIP TOP" TABLES 2 F7 BOOTH ASSEMBLY 1 F8 24" ROUND TABLES 3 F9 BAR STOOLS 6 I SERVICE WALL BLOCKING BY CORRIDOR, GENERAL CONTRACTOR (SEE TYPE "c ") —�� , .-, RECEIVING WALL BLOCKING BY GENERAL CONTRACTOR (SEE TYPE "D ") PUMPS CO � (SEE TYPE "D " ) : _ it WA LL BLOCKING BY - 7GENERAL GEN ERAL CONTRACTOR CKING BY (SEE TYPE "B ") CONTRACTOR ( Ij j O F1 F2 COLUMN WALL' BLOCKING BY F3 F4 00 GENERAL CONTRACTOR (SEE ',TYPE >� ly M SINK ,/ rES < - i / \ CONDIMENTS /\ \ ; W4 I D2 : 4 - F6 I F5 F4 CUPS F4 W3 W2 . .. �v `,✓ ...... .. LASSES �, :-- .�...., ;- �•_,.. >, F0 ❑D W6 TZE BEVERAGE X12 F� F3 F WALL BLOCKING BY -.. GENERAL CONTRACTOR \ (SEE TYPE "A ") i CONDIMENT - SNEEZE GUARD 1/4 " =1' -0" rrr201 11 /A1 1 _YWOOD BLOCKING ERAL CONTRACTOR FINISHED FLOOR 99 .A. " 1 A l A 1 I '.,.. _YWOOD BLOCKING ERAL CONTRACTOR FINISHED FLOOR )9 E " J PLAN IAl A I 1 _YWOOD BLOCKING ERAL CONTRACTOR MA I _YWOOD BLOCKING ERAL CONTRACTOR . ..... ..... F__ M A11 _YWOOD BLOCKING ERAL CONTRACTOR FINISHED FINISHED FINISHED FLOOR FLOOR FLOOR TYPE Y7 B" TYPE C 99 TYPE" D" TYPE / A 1 I T)I M I /Tn IC T1( — 't' A TI C� Integra Service Group cl CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 Q 0 0, UBIR Q cl) cl) Jco W O J (SEE TYPE "D " ) : _ it WA LL BLOCKING BY - 7GENERAL GEN ERAL CONTRACTOR CKING BY (SEE TYPE "B ") CONTRACTOR ( Ij j O F1 F2 COLUMN WALL' BLOCKING BY F3 F4 00 GENERAL CONTRACTOR (SEE ',TYPE >� ly M SINK ,/ rES < - i / \ CONDIMENTS /\ \ ; W4 I D2 : 4 - F6 I F5 F4 CUPS F4 W3 W2 . .. �v `,✓ ...... .. LASSES �, :-- .�...., ;- �•_,.. >, F0 ❑D W6 TZE BEVERAGE X12 F� F3 F WALL BLOCKING BY -.. GENERAL CONTRACTOR \ (SEE TYPE "A ") i CONDIMENT - SNEEZE GUARD 1/4 " =1' -0" rrr201 11 /A1 1 _YWOOD BLOCKING ERAL CONTRACTOR FINISHED FLOOR 99 .A. " 1 A l A 1 I '.,.. _YWOOD BLOCKING ERAL CONTRACTOR FINISHED FLOOR )9 E " J PLAN IAl A I 1 _YWOOD BLOCKING ERAL CONTRACTOR MA I _YWOOD BLOCKING ERAL CONTRACTOR . ..... ..... F__ M A11 _YWOOD BLOCKING ERAL CONTRACTOR FINISHED FINISHED FINISHED FLOOR FLOOR FLOOR TYPE Y7 B" TYPE C 99 TYPE" D" TYPE / A 1 I T)I M I /Tn IC T1( — 't' A TI C� Integra Service Group cl CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 Q 0 Q cl) cl) Jco W O J T i J U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY /ADA CEMMENT� KITCHEN EQUIPMENT PLAN PROJECT NO 04042 DATE 10 -14 -04 SHEET NO: KI ■ f`E TI T K I (-- �`I^IJ17 I II C GYI �I AC- AC- AC- In tegra Service Group CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY /ADA COMMENTS MOVABLE WALL U& PROJECT NO 04042 DATE 10 -14 -04 SHEET NO: Rl EXHAUJI FAN ® SUPPLY DIFFUSER RETURN DIFFUSER MOVABLE WALL U& PROJECT NO 04042 DATE 10 -14 -04 SHEET NO: Rl I► 1 1 CEILING PLAN re , NOTES: 1, COORDINATE ALL ELECTRICAL AND MECHANICAL LOCATIONS S❑ NO INTERFENCE OCCURS. 2. FILL PLANK JOINTS PRIOR TO APPLYING FINISH TO CEILING IN GUESTROOMS AND CORRIDOR, CEILING PLAN SYMBOLS LEGEND D SEE LIGHT FIXTURE SCHEDULE ON SHEET E1 w SEE LIGHT FIXTURE SCHEDULE ON SHEET E1 SEE LIGHT FIXTURE SCHEDULE ON SHEET El ® SEE LIGHT FIXTURE SCHEDULE ON SHEET E1 0 SEE LIGHT FIXTURE SCHEDULE ON SHEET E1 SEE LIGHT FIXTURE SCHEDULE ON SHEET E1 0 t SEE LIGHT FIXTURE SCHEDULE ON SHEET E1 ® EXHAUST FAN ® SUPPLY DIFFUSER (� RETURN DIFFUSER ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS Z SECOND -FIFTH � FLOOR REFLECTED o CEILING PLAN o PROJECT NO. Integra Service Group L= loci SEAL: 1` � X0 • % °. CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 a D J � w O J z 0 U SHEET NO: R2 04042 10 -14 -04 JUI 1 1 1 1 11 iVt'IL JI'IUU 1 11 1 11V1J11 Integra Service Oroup f- 22IMAL C0_N511WTI0N NOTES: I. ALL WORK SHALL. COMPLY WITH THE 2000 INTERNATIONAL BUILDING CODE, A5 APPROVED BY THE CITY OF COLLEGE STATION, TEXAS. 2. RETERENCE STANDARDS: UNLESS OTHERWISE NOTED (1.0111, ALL STANDARDS SHALL BE CURRENT EDITION(, WITH LATEST ADDENDA, IF APPLICABLE. 3. THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOGUMIW5, SITE ELEVATIONS, DIMENSIONS AND CONDITIONS PRIOR TO STARTING WORK AND SHALL NOTIFY THE AIRGHITEGTAMINEEER OF ANY DISCREPANCIES OR INCONSISTENCIES. 4. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 5. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION. TEMPORARY BRACING AND SHORING AGAINST WIND AND ERECTION CONDITIONS DURING CONSTRUCTION OF THE BUILDING, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THE CONTRACTOR IS 50LELY RESPON51M FOR THE PROTECTION OF THE STRUCTURE DURING ALL PHASES OF DEMOLITION, CONSTRUCTION, AND INSTALLATION. 6. TEMPORARY BRACING AND SHORING AGAINST WIND AND ERECTION CONDITIONS TO BE THE RESPONSIBILITY OF THE CONTRACTOR 1. NO AREA OF THE STRUCTURE SHALL BE LOADED WITH CONSTRUCTION MATERIALS OR EQUIPMENT THAT EXCEEDS FINAL DESIGN CRITERIA. 6. SEE MECHANICAL, ELECTRICAL AND ARCHITECTURAL DRANNI95 FOR ALL OPENINGS AND INSERTS NOT SHOWN ON THE STRUCTURAL DRAWINGS. q. VERIFY LOCATION OF BOX OUTS AND OPENINGS WITH MECHANICAL CONTRACTORS. OPENING SIZES AND LOCATIONS SHOWN FOR PIPES, DUCTS M. ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED WITH THE MECHANICAL CONTRACTOR BEFORE COMMENCING THE WORK. 10. IF MECHANICAL AND ELECTRICAL EQUIPMENT SIZES, WEIGHTS, OR LOCATIONS DO NOT COINCIDE WITH EQUIPMENT SHOWN ON PLANS, COORDINATE ADJUSTMENTS WITH THE STRUCTURAL ENGINEER. 11. HOLES, PIPES, SLEEVES, ETC. NOT SHOWN ON THE PRANN65 MUST BE APPROVED 13Y THE STRUCTURAL ENGINEER BEFORE PLACEMENT THROUGH STRUCTURAL MEMBERS. 12. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC., SHALL BE DIMENSIONED, REVIEWED, COORDINATED, AND SIGNED / STAMPED BY THE GENERAL.. CONTRACTOR PRIOR TO SUBMITTING TO THE 51PXTURAL ENGINE;. MANUFACTURED COMPONENTS SUCH AS TRUSSES OR PRECAST CONCRETE SHALL BE ENGINEERED AND STAMPED PRIOR TO SUBMISSION. 13. FABRICATOR SNAIL CLEARLY NOTE CHANGES MADE IN THE SHOP DRAWINGS WHICH DO NOT COMPLY WITH THE CONTRACT DOCUMENTS. REVIE3^ED APPROVAL SHOP DRAWINGS SHOHIN6 ENGNNEERRS COMMENTS ACCOMPANIED KITH RECORD SET SHOP SHOP DRAWINGS, SHALL BE AVAILABLE FOR REFERENCE AT THE CONSTRUCTION SITE. 14. EXPANSION BOLTS SHALL BE "HILTI KKK BOLT" OR EQUIVALENT. INSTALL ANCHORS IN STRUCTURAL CONFORMANCE NITH BOLT MANUFACTURER'S INSTRUCTIONS. 15. INJECTION ADHESIVE ANCHORAGE NOTED ON PLAN OR DETAILS SHALL BE HIL71 HIT H Y -150 (OR HILTI HIT - 150 -ICE FOR COLD WEATHER APPLICATION) EPDXY INJECTION ADHESIVE. INSTALL ANCHORS IN STRUCTURAL CONFORMA CCE WITH BOLT MANUFACTURER'S INSTRUCTIONS. f. 1... •i6-. FLOOR LOADS: LIVE DEAD TYPICAL ............. 40 psf 10 psf AREA PUBLIC AR . .... ...... 100 psf 10 psf STAIRS 4 CORRIDOR ....... 100 psf 10 psf is 0. 0 : 0 FLAT ROOF ......... LIVE = 20 psf, DEAD = 30 psf. GROUND SNOW LOAD ... Pg = 5 psf IMPORTANCE FACTOR ... Is = 1.0 ?EXPOSURE FACTOR .... Ce = ILO THERMAL FACTOR ..... Ct = IA WIND LOAD: BASIC HIND SPEED (3 SE( GUST) .... 100 mph WIND EXPOSURE . ........ . 0 0 0 IMPORTANCE FACTOR .........1w = IA SEISMIC, LOAD: SEISMIC, DESIGN CATEGORY .. " A 11. THE FOLLOWING STANDARD DETAILS SHALL APPLY: CMU WALL REINFORCING DETAIL - q/58 MASONRY CONTROL JOINT - IOM MASONRY CORNER BAR - 3151 JOIST BRIDGING ANCHORAGE - 4/57 ROOF OPENING DETAIL - 5/51 MAVATEON AND BAGKFILL NOTES: I. EXCAVATION AND BACKFILL SHALL BE EXECUTED IN AGGORDANGE KITH THE PROJECT SPECIFICATIONS. 2. BACKFILL, 4 COMPACTION SHALL BE INSPECTED AND CERTIFIED BY A LICB45W GEOTEGHNIGAL ENGINEER REPORTS ARE TO BE SUBMITTED TO THE ARCHITECT/ ENGINEER 3. FOOTING EXCAVA11ON5 SHALL BE EXCAVATED TO PROPER LINE AND LEVEL TO INSURE MINIMUM CONCRETE COVER OF FOOTING REINFORCEMENT FOR FOOTING DEPTH. 4. BACKFILL SHALL BE COMPACTED BY MECHANICAL MEANS. FLOODING OR WATER INUNDATION SHALL NOT BE PERMITTED. 5. BAGKFILL SHALL BE PLACED IN ALTERNATING LIFTS ON EACH SIDE OF THE FOUNDATION HALLS TO MAINTAIN STABILITY OF THE FOUNDATION WALLS. 6.. BAGKFILL SHALL NOT BE PLACED AGAINST BASEMENT FOUNDATION HALLS UNLE55 HALLS ARE ADEQUATELY BRACED TOP AND BOTTOM. FINIAL WALL BRACING 15 BASEMENT SLAB AND IST FLOOR STRUCTURE. IF THESE ELEMENTS ARE NOT IN PLACE AT TIME OF BACKFILL, CONTRACTOR SHALL PROVIDE AN ENGINEERED, TEMPORARY BRACING SYSTEM. THE TEMPORARY BRACING SYSTEM PROPOSED SHALL BE SUBMITTED TO THE ARCHITECT/ ENGINEER FOR REVIEK PRIOR To BAGKFILLING. ' MASONRY NOTES: I. CONCRETE BLOCK MASONRY UNITS SHALL CONFORM TO GRADE 'N', MOISTURE CONTROLLED TYPE I REQUIREMENTS OF ASTM GqO, WITH AN ASSUMED COMPRESSIVE STRENGTH F% -1500 pp9sl. MORTAR SHALL CONFORM TO ASTM 0210 AND SHALL BE TYPE "'OR TYPE 'S', WITH TYPE 'M' BE LOW GRADE. 2. BOND BEAMS SHALL HAVE 2 - #5 REINFORCING BARS CONTINUOUS. PROVIDE AT TOP OF WALLS AND M RE SHOWN ON PLAN OR DETAILS. SEE STANDARD DETAILS FOR TYPICAL CORNER BARS. 3. CONCRETE GROUT FOR UNIT MASONRY CORES AND BOND BEAMS SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 psi. 4. MASONRY WALLS ARE TO BE SUPPORTED LATERALLY UNTIL THE ENTIRE ROOF AND/ OR FLOOR IS IN PLACE AS DETAILED. 5. WIRE REIN FORGING FOR CMU IYNA LL5 SHALL BE GORRO51ON RES15TANT q Ga. HORIZONTAL JOINT REINFORCING CONFORMING TO ASTM Ag51. REINFORCING SHALL BE INSTALLED AS PER MANUFAGTi1rZ RIS RECOMMENDATIONS WITH MAXIMUM SPACING OF 16" O.G. N.O .N) 6. MASONRY REINFORCING SHALL BE LAPPED AS FOLLOW5: #3 BAR = 18' #6 BAR = 36' #4 BAR = 24' #1 BAR = 42' #5 BAR = 30' #8 BAR = 46' 7. VERTICAL REINFORGI% BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT 1q2 (REINFJ DIAMETER INTERVALS MAXIMUM. LENGTH OF REINFORCING BARS TO BE COORDINATED WITH GENERAL CONTRACTOR AND MASONRY CONTRACTOR 8. NH{ERE CELLS ARE TO BE FILLED WV CONCRETE GROUT, PROVIDE ADDITIONAL FULL MORTAR BED AT O?055 WEBS ENCLOSING GROUTED CELL.. q. CONSOLIDATE ALL CONCRETE GROUT BY PUDDLING OR VIBRATING. 10. BLOCK COURSING SHOWN ON STRUCTURAL PLANS MAY NOT BE REPRESENTATIVE OF ACTUAL COURSING. SEE ARCHITECTURAL PLANS AND 5EC11ONS FOR ACTUAL LAYOUT OF BLOCK COURSHO. Ii. MASONRY PIERS SHALL BE LAID UP SIMULTANEOUSLY WITH WALLS AND SHALL BE INTERLOCKED WITH WALL BLOCKS. 12. FIRST G0JR5E OF ALL HOLLOW MASONRY SHALL BE PLACED ON A FULL BED OF MORTAR 13. CAST DO)AIELS, WITH STANDARD HOOKS, IN FOOTING5 FOR PIERS AND WALLS ABOVE. DOWELS SHALL 13E THE SAME SIZE AND SPACING OF VERTICAL REINFORCING. (U.O.N) CONCRETE NO 5 1. CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE (AGI) CODES AND SPECIFICATIONS, LATEST EDITION. AGI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE' AGI 315 "DETAILS 4 DETAILING OF CONCRETE REIENFORGEME!NT" AGI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' 2. CONCRETE MIX DESIGN SHALL BE BY AN INDEPENDENT TESTING LABORATORY 3. CAST -IN -PLACE CONCRETE SHALL BE SUBJECT TO TESTING BY AN INDEPENDENT TESTING LABORATORY. SEE PROJECT SPECIFICATIONS FOR REQUIREMIW5. 4. NON WELDEP REINFORCING STEEL. SHALL BE GRAPE 60 DEFORMED, BILLET - STEEL., ASTM A615, UAW. ALL WEEDED WIRE FABRIC "IF) SHALL BE PLAIN, ASTM A185. 5. WELDED REINFORCING STEEL SHALL BE GRADE 60, LON CARBON, ASTM A106. 6. CLEAR CONCRETE COVER FOR ALL REINFORCING SHALL BE AS FOLLOWS, UNLESS OTHERWSE NOTED ON THE DRAWING: CONCRETE ON SOIL ............................ 3" SLAB ON GRADE .......................... MIDHEIGHIT WALLS, STRUCTURAL SLABS FORMED AND EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 . .......................2" #5 AND SMALLER ........................ hN NOT EXPOSED TO EARTH AND WEATHER: #II AND SMALLER . .. . V BEAMS AND COLUMNS (COVER TO STIRRUPS OR TIES) .. 116 1. PROVIDE EXTRA REINFORCEMENT AROUND ALL OPENINGS GREATER THAN 12" SQUARE OR 12' IN DIAMETER, INCLUDING DOOR OPENIN65, IN CONCRETE WALLS E SLABS. PROVIDE TWO (2) #5 BARS o 3" O.G., ON EACH SIDE OF THE OPENING EXTENDING 24' BEYOND THE CORNER OF THE OPINING 4 THO (2) #5 BARS AT 5 BY 3' -0" LONG DIAGONAL BARS AT EACH CORNER. PLACE DIAGONAL BARS CENTERED ON CORNER 0 2 CLEAR OF CORNER ADDITIONAL REINFORCEMENT SHALL 13E PROVIDED AT EACH LAYER OF REINFORCING. 8. REINFORCING STEEL SHALL BE BENT, SPLICED, AND PLACED IN ACCORDANCE WITH THE AGI 301 (LATEST EDITIOW. 4. PROVIDE LAP SPLICE FOR REINFORCING 51M AS INDICATED IN THE FOLLOWING SCHEDULE: 10. MLE55 OTHERWISE NOTED ON PLAN OR DETAILS, LAP THE FOLLOWING BARS AS DEFINED IN LAP SPLICE TABLE ABOVE. A. VERTICAL HOOKED OR STRAIGHT BARS EXTENDING FROM FOOTINGS: TYPE #4 SPLICE. B. HORIZONTAL BARS IN GRAPE BEAMS $ FOUNDATION WALLS: TYPE #2 SPLICE. G. VERTICAL BARS IN COLUMNS 4 PIERS: TYPE #4 SPLICE. 11. PROVIDE ADEQUATE SUPPORT BARS AND AC Z55ORIES TO HOLD REINFORCING BARS FIRMLY IN PLACE TO SPECIFIED COVERAGES. STRUCTURAL REINFORGIN6 5TEEL 5PLIGE LENGTHS A.P.A. 5TANDAsRD NON- GOArTED BAR5 CONCRETE TYPE #1 SPLICE TYPE #2 SPLICE TYPE #3 SPLICE TYPE #4 SPLICE STIM07H GLASS A SPLICE CLASS B SPLICE CLASS B SPLICE COMIPIRESSION SPLICE PC. #b AEO 5MA{ LER #1 AND I AR6ER #6 AHD SMALLER #1 AND LAR6ER #b AND SMALI.ER #1 AEO LAR6M #4 AED LAR:6ER 3000 psi 44 Bd 55 Bd 51 Bd 11 Bd 85 Bd 101 Bd 30 Bd 3500 psi 41 Bd 51 Bd 153 13d 66 Bd 1g Bd I qq Bd 30 Bd 4000 psi 38 Bd 47 Bd 441 Bd 62 Bd 1413d 4 12 Bd 3013d 5000 psi 34 Bd 4213d 44 Bd 55 Bd 66 Bd 83 Bd 30 Bd 6000 psi 31 Ed 38 8d 40 Bd 50 Hd 60 Bd 16 Bd 3013d E.F. Bd = BAR DIAMETER NOTE EXPAN51ON JOINT I. MIN. LAP: 18" FOR TYPE #1 THRU TYPE #3 4 12' FOR TYPE #4 SPLICES. 2. REQb. SPLICE LENGTH = LISTED SPLICE LENGTH x ADJUSTMENT FACTORS ELEV. ADJUSTMENT FACTORS = 1.0 IF NONE BFLON APPLY A. FOR HORIZ. REINFORCING W/ MORE THAN 12" OF FRESH CONCRETE E.W. PLACED BELON BAR - ADJUSTMENT FACTOR = 1.3 B. FOR Fy OTHER THAN (50 ksl - ADJUSTMENT FACTOR = f y NSED)/ 60 C. FOR LIGHT HEIGHT CONCRETE - ADJUSTMENT FACTOR = 1.3 D. TYPICAL EPD COATED REIWORGING - ADJUSTMENT FACTOR = 12 E. EPDXY COATED REINFORCING IN COVER LESS THAN Bd OR CLEAR FIN. SPACING LESS THAN 6 Bd - ADJUSTMENT FACTOR = 15 3. ALL ADJUSTMENT FACTORS THAT APPLY SHALL BE USED TO CALCULATE REQUIRED SPLICE LENGTH. 10. MLE55 OTHERWISE NOTED ON PLAN OR DETAILS, LAP THE FOLLOWING BARS AS DEFINED IN LAP SPLICE TABLE ABOVE. A. VERTICAL HOOKED OR STRAIGHT BARS EXTENDING FROM FOOTINGS: TYPE #4 SPLICE. B. HORIZONTAL BARS IN GRAPE BEAMS $ FOUNDATION WALLS: TYPE #2 SPLICE. G. VERTICAL BARS IN COLUMNS 4 PIERS: TYPE #4 SPLICE. 11. PROVIDE ADEQUATE SUPPORT BARS AND AC Z55ORIES TO HOLD REINFORCING BARS FIRMLY IN PLACE TO SPECIFIED COVERAGES. STRUCTURAL STEF -L. NOTES: A.P.A. I. STRUCTURAL STEEL. WORK SHALL BE PER AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION, NINTH EDITION, MATERIAL: ASTM A442 H, S, AND M SHAPES = SO ksl ASTM A53 GRADE B - STANDARD PIPES F = 35 ksl ASTM MOO GRADE B - H55 PIPES Fy = 42 ksl ASTM A500 GRADE B - HSS TUBES Fy = 46 ksl ASTM A36 PLATES, BARS, NII56. SHAPES (AN6LE5), Fy = 36 ksl BR6. GHAMJB.S, AND RODS G ASTM FI55"q GRADE 36 - ANCHOR BOLTS Fy = 36 ksl ASTM A325 CONNECTION BOLTS F� = 44 k9l ASTM A4 CONNECTION BOLTS Ft = 54 ksl ASTM A563 CONNECTION NUTS CMU. ASTM F4% WASHERS COLUMN E7oxx ELECTRODES 1=y = 36 ksl 2. PELDED CONNECTIONS SHALL BE MADE IN ACCORDANCE IN THE LATEST RECOMMENDATIONS OF: CONTINUOUS AISG - AMERICAN INSTITUTE OF STEEL. CONSTRICTION DET. AWS - AMERICAN NEEDING SOCIETY DIAMETER' 3. COLUMN BASE AND GAP Ill's TO BE PEELDED AROUND ALL SIDES. 4. BOTTOM IE OF STEEL.. LINTELS SHALL BE HELM TO THE BEAM WITH % FILLET WELD (BOTH SIDES) 3 LONG o 12' O.G. N.O.N.) 5. HELDS NOT SPECIFIED SHALL. BE A FILLET VELD, CONTINUOUS AND /OR ALL AROUND WITH MINIMUM THROAT DIMENSION AS REQUIRED FOR MATERIAL THICKNESS PER AWS. 6. STRUCTURAL. FABRICATORS SHALL SHON ALL FIELD WELDING REQUIREMENTS ON SHOP DRAWINGS SUBMITTED TO THE ENGINEER. 1. BEFORE ENCASING STEEL COLUMNS IN CONCRETE OR MASONRY, COAT COLUMN BASES AND TOPS OF ANCHOR BOLTS WITH ASPHALTIC ROOF CEMENT. 8. BEAMS AND COLUMNS SHALL BE ERECTED THE AND PLUMB WITHIN AISG TOLERANCE. PROVIDE TEMPORARY BRACING AS REQUIRED. q. BEARING EE's FOR STEEL. COLUMNS 5HALL BE DRY PACKED WITH A NON- SHRINK, NON - METALLIC GROUT AS SPECIFIED. 10. HORIZONTAL BRIDGING SHALL BE SUPPLIED AND DM16WD BY THE STEEL JOIST SUPPLIER AS PER SJI STANDARDS, FOR THE PROJECT DESIGN LOADS. STEEL JOIST SUPPLIER TO PROVIDE CONNECTIONS TO ANCHOR BRIDGING TO RA50NRY AND/ OR CONCRETE WALLS. SEE STANDARD DETAILS. ii. PROVIDE FRAMED BEAM CONNECTIONS PER TABLES II 4 III, PART 4 OF THE RISC MANUAL OF STEEL. CONSTRUCTION (qTH ED -ASP) • CONNECTIONS SHALL BE SELECTED TO SUPPORT BEAM END REACTIONS INDICATED ON THE CONTRACT PRAWINGS. • IF BEAM END REACTIONS ARE NOT INDICATED, CONNECTIONS MUST BE SELECTED TO SUPPORT 1/2 THE TOTAL UNIFORM LOAD GAPAGITY GIVEN IN THE ALLOWABLE UNIFORM LOAD TABLES, PART 2- 4 1TH ED-A617, FOR THE SPECIFIED BEAM SIZE, SPAN, AND STEEL. GRADE AO N) • CONNECTIONS SHALL HAVE MINIMUM ROWS OF BOLTS FOR BEAM DEPTHS AS INDICATED IN TABLE 11. 12. FRAMED STEEL BEAM CONNECTIONS SHALL BE "BEMI46 TYPE ", (U.O.W. 13. STEEL BEAM KEY: NUMBER OF HEADED STUDS (EQUALLY SPACED) CAMBER ELEVATION FROM TA. STEEL. 03EAM SIZE) 20 20 (BEAM END REAGTIOW 14. LINTELS SHALL HAVE A BEARIM OF P PER FOOT OF SPAN AT EACH END, 8' MIN. LINTEL ANGLES NlICH HAVE NOT BEEN SHOWN OTHERWISE, TO BE AS FOLLOM FOR EACH 4' OF WALL THICKNESS: SPANS TO 4' -0" - L 316 x 31� x 14" 4' -0` TO b' -0" - L 4 x 31i x Y,4" 6' -0" TO 8' -0" - L 5 x 3!� x V4" • FOR SPANS GREATER THAN 8' -0' CONTACT STRUCTURAL ENGINEER. 15. DO NOT PAINT STEEL. TO BE FIELD HELPED. 16. STEEL JOISTS TO BE MANUFACTURED AND ERECTED IN ACCORDANCE WITH STEEL. JOIST INSTITUTE SPECIFICATIONS. 11. METAL PECK TO BE MANUFACTURED AND ERECTED IN ACCORDANCE KITH STEEL PECK INSTITUTE SPECIFICATIONS. ROOF PECK - 11V DEEP, TYPE B, 22 GA., AS MADE BY VULORAFT OR EQUAL STOOP DECK - Ili" DEEP, TYPE G, 20 GA., GALVANIZED, A5 MADE BY VULCRAFr OR EQUAL 18. VERIFY LOCATION OF ROOF OPENINGS WITH MECHANICAL CONTRACTOR ROOF OPENINGS SHALL BE FRAMED WITH L 3 x 3 x fib" ON FOUR SIDES. (U.O. SEE STANDARD DETAILS. Iq. ROOF PERIMETER STEEL. ELEMENTS SUCH AS ANGLES OR BENT NE's, NOTED TO BE CONTINUOUS, SHALL BE FIELD SPLICED WITH A FULL LENGTH SQUARE GROOVE FUJI. PENETRATION I'NB.D UTILIZING A MINIMUM W ROOT OPENING. LIGHT 6AU6E FRAMING NOTES: 1. LIGHT GAUGE STEEL.. CONSTRUCTION SHALL CONFORM TO THE FOLLOWING STANDARDS: AMERICAN IRON 6 STEEL INSTITUTE (AISI) - SPECIFICATION FOR THE DESIGN OF COLD FORKED STRUCTURAL MEMBERS" ASTM CAM - "STANDARD SPECIFICATION FOR LOAD BEARING STEEL STUDS, TRACKS, # BRIDGING. ASTM 0-1007 - 'STANDARD SPECIFICATION FOR INSTALLATION OF LOAD BEARING STEEL STUDS 4 RELATED AGCE55ORIE5" 2. LIGHT GAUGE FRAMING MESS SHALL BE SIZED AS SHOWN ON THE CONTRACT DOCUMENTS. 3. TRACKS SHALL BE INSTALLED AT THE TOPS AND 130TTOMS OF ALL VERTICAL STUDS AND SHALL BE THE SAME GAUGE AS THE WALL STUDS. TRACKS SHALL BE CONNECTED TO THE STUDS WITH (2) #6 SCREWS (MIN), ONE AT EACH FLANGE. 4. WELDED CONNECTIONS SHALL BE MADE IN ACCORDANCE WITH THE LATEST RECOMMENDATION OF: AISI - AMERICAN IRON AND STEEL INSTITUTE AW5 - AMERICAN WELDING SOCIETY 5. DESIGN CRITERIA: EXIMOR CRTAIN WALL5: WIND: W mph, EXPOSURE " G DEFLECTION: L/600 MASONRY 1-/360 EIFS 6. YIELD STRENGTH: 33 ksl - ALL DESIGN THICKNESSES A5TM A.653, A - mi, A1g2 OR A465 50 ksl - 16 GA. AND HEAVIER _j (6-60 GARY. FIN15K MIN) 1. ALL WALL STUDS SHALL BE BRACED WITH A GOLD ROLLED CHANNEL RUN THROUGH THE STUD PITCH! OUTS AND ATTACHED TO A CLIP ANGLE AT EACH STUD. THE COLD ROLLED CHANNELS SHALL BE I!2' x h", 16 GA. AND ATTACHED WITH (2) SGRENS PER FLANGE. AT SPLICES, OVERLAP THE CHANNEL BY 12'. VERTICAL SPACING OF CHANNELS SHALL NOT EXCEED 4' -0' 04. 8. STRUCTURAL FRAMING MEMBERS SHALL CONFORM TO ASTM Cg55 4 WAVE E1461NEERINIG PROPERTIES CALCULATED IN CONFORMANCE WITH AISI "5PEGIFICATION FOR THE DESIGN OF COLD - FORMED STEEL.. STRUCTURAL MEMBERS ". q. NO NOTCHING of STUDS, JOISTS, BEAMS OR TRUSS MEMBERS IS PERMITTED WITHOUT THE ENGINEERS APPROVAL.' 10. H5 PUNCH OUTS MUST 13E LOCATED o A MIN. 1' -0 CLEAR FROM ALL BEARING LOCATIONS. II. JOISTS MST BE BRACED AGAINST ROTATION o ALL BRG SUPPORTS BY TRACK OR BLOCKING. 12. PROVIDE HORIZONTAL BRIDGING AT ALL JOIST MEMBERS AS RECOMMENDED BY THE AISI SPECIFICATION FOR THE DESIGN OF COLD FORMED STRUCTURAL MEMBERS' WITH MINIMUM ROWS AS FOLLOWS: N.O.NJ SPANS UP TO 14' -0" - I RON AT MIDPOINT 14' -0' UP TD 20 - 2 ROWS o THIRD POINTS 20-0 4 GREATER - I RON EVERY V -0" O.G. BRIDGING MATERIALS SHALL BE SAME GRAPE AND GAUGE AS JOIST MEMBERS. 13. TRACKS 5HA LI_ BE INSTALLED AT EACH END OF JOIST MEMBERS AND 5HALL BE THE SAME GAUGE AS THE JOIST'S. TRACKS SHALL BE CONNECTED TO THE JOISTS IN (2) #8 SGREVS (MINJ. ONE i s EACH FLANGE. 14. ALL JOISTS, BEAMS, GIRDERS AND TRUSSES SHALL WAVE FULL HORIZONTAL BEARING OF THE MEMBER OVER SUPPORT UNLESS OTHERWISE SHOWN. VERTICAL 5TI?UGT)RAL PANEL SHEATHING: GFNER I. FASTENERS 5RALL NOT BE LOCATED L..E55 THAN %' IN FROM THE EDGE OF THE PANEL.. 2. SCREWS 5HALL BE OF SUFFICIENT LENGTH TO ENSURE PENETRATION INTO THE STEEL STUD BY AT LEAST THREE EXPOSED THREADS. 3. STUDS SHALL BE DOUBLED ( SACK -TO -BACK) AT SHEAR NAL.L ENDS. 4. STUDS SHALL 13E A MINIMUM 1W x 51V WITH A fib' RETURN LIP. 5. TRACK SHALL BE A MINIMUM 1144" x 316'. 6. BOTH STUDS AND TRACK SHALL_ 13E A MINIMUM UNCOATED BASE METAL THICKNESS OF OD35 INCH (IS GAUGE) AND SHALL BE ASTM A 653,182, OR 615 55 GRADE 33 N.o .N). 1. FRAMING FASTS SHALL BE A MINIMUM No. 8 x fib' WAFER HEAD SELF DRILLING. 6. NO PANEL LESS THAN 12" NUDE SHALL BE USED. q. ALL PANEL EDGES SHAD. BE FULLY BLOCKED. WEHERE HORIZONTAL STRAP BLOCKING 15 USED, IT SHALL BE A MINIMUM 11V WIDE d OF THE SAME MATERIAL 4 THICKNESS AS THE TRACK 4 STUDS. 10. PANEL EDGES SHALL BUTT ALONG THE CENTERLINE OF FRAMING MEMBE126. 6YPSI M BOARD 5H EATHIN6: I. %" GYPSUM NAL.L BOARD ON BOTH SIDES OF NALL (A`T'P. - U.O.N) 2. FRAMING SHALL BE MAXIMUM 2-0" O.G. MLE55 SPECIFIC NOTES AND / OR DETAILS ARE MORE STRICT. 3. SPACE SGRE M o 1" O.G. ALONG ALL PANEL. (EDGES 4 INTERMEDIATE FRAMING M (FIELD OF PANE. 4. SOLID BLOCKING REQUIRED BEHIND THE HORIZONTAL JOINT 5ETWEEN THE FIRST THO END STUDS. 5. DRYWALL SCREWS SHALL BE MINIMUM #6 IN ACCORDANCE W/ ASTM G q54. SE GENERAL NOTE #2 FOR LENGTH. 6. END JOINTS OF ADJACENT' COURSES OF GYPSUM BOARD SHEETS SHALL NOT OCCUR OVER THE SAME STUD. T GYPSUM BOARD SHEETS SHALL BE APPLIED PERPENDICULAR TO STUDS. 8. FASTENER REQUIREMENTS SHALL APPLY TO ALL STUDS, TOP 3 BOTTOM TRACKS, d BLOCKING. ECASTt 1 1 PR RC SED CONCRETE NOTES: I. PRECAST CONCRETE UNITS SHALL BE DESIGNED TO SUPPORT THE SUPERIMPOSE LOADS AS INDICATED ON THE CONTRACT DOCUMENTS FOR THE SPANS INDICATED. DESIGN SHALL BE IN ACCORDANCE KITH THE AC-1 318 AND UNDER THE SUPERVISION OF REGISTERED PROFESSIONAL ENGINEER. 2. SEE SPECIFICATIONS FOR CONCRETE AND REINFORCING REQUIREMENTS. 3. PRECAST UNITS TO BE DESIGNED FOR A FIRE RATING AS SPECIFIED BY THE ARCHITECT. 4. VERIFY SIZE„ NUMBER AND LOCATION OF OPENINGS WITH THE MECHANICAL, ELECTRICAL, STRUCTURAL, AND ARCHITECTURAL PLANS. 5. PRECAST SUPPLIER TO SHON FIELD ANCHORAGE REQUIREMENTS ON SUBMITTED SHOP DRAWINGS. 6. PRECAST MIR R NAVE BEEN INDICATED ON THE DRANN65 BY GENERAL SIZE AND DEPTH. THE STRUCTURAL ANALYSIS AND DESIGN OF THESE ITEMS, AS WELL AS LIFTING DEVICES FOR PRE- STW55W CONCRETE MEMBERS, SHALL BE PERFORMED BY THE PRECAST MANUFACTURER. At DESIGN DEVIATIONS HILL BE PERMITTED AFTER THE ARCHITECTS APPROVAL OF THE MANUFACTURER'S PROPOSED DESIGN SUPPORTED BY CALCULATIONS AND DRAWINGS. B: DESIGN DEVIATIONS MUST PRODUCE AN INSTALLATION EQUIVALENT TO THE BASIC INTENT WITHOUT INCURRING ADDITIONAL COSTS 10 THE ONNIrR. G: ALL REQUIRED MATERIALS SHALL BE SUITABLE FOR THE PURPOSE INTENDED AND SUB.IEGT TO PRIOR APPROVAL 13Y THE ARCHITECT. 1. PRECAST HALL SYSTEM SHALL CONSTITUTE THE LATERAL. BRACING FOR THE STRUCTURE. PRECAST SUPPLIER SHALL DESIGN THE SYSTEM TO PROVIDE LATERAL STABILITY AGAINST GRAVITY 4 KIND LOADING. SUBMIT CERTIFIED CALCULATIONS FOR THE LATERAL DESIGN OF THE STRUCTURE. DESIGN HIND: CIO mph, EXP. V D. PRECAST SUPPLIER SHALL PROVIDE INSERTS 3 ANCHORS IN PREGAsr GONG. UNITS FOR SUPPORT OF MECHANICAL 4 ELECTRICAL EQUIPMENT OR ARCHITECTURAL ITEMS. VERIFY LOCATIONS IN ARCHITECT. q. ALL SUBMITTAL DRAWIN65 AND CALCULATIONS SHALL BE 516ME AND STAMPED BY A PROFE55IONAL. ENGINEER REGISTERED IN THE STATE THE PROJECT NLL BE CONSTRUCTED, USING THE DESIGN LOADS 4 SPAN CONDITIONS INDICATED ON THE CONTRACT DOCUMENTS. 10. HEADERS AT OPENINGS THROUGH PRECAST MEMBERS SHALL BE SUPPLIED BY THE PRECAST SUPPLIER PRECAST UNITS ADJACENT TO THE OPENINGS SHALL BE DB16NEED FOR THE ADDITIONAL LOAD AT EACH BEARING LOCATION. II. PRECAST SUPPLIER WALL BE RESPONSIBLE FOR OPENINGS 8' AND LARGER IN SIZE THROUGH PRECAST MEMBERS. HOLES LESS THAN 8" SHALL BE CUT By THE TRADE INVOLVED WITH THE APPROVAL OF THE PRECAST SUPPLIER 12. PRECAST MEMBERS SHALL BE ERECTED SIMULTANEOUSLY ON EACH SIDE OF 5UPPOIRTING HAILS AND BEAMS TO MAINTAIN STABILITY. 13. PRECAST SUPPLIER SHALL PROVIDE INSERTS AND ANCHORS IN PRECAST CONCRETE UNITS FOR SUPPORT OF MECHANICAL AND ELECTRICAL EQUIPMENT AND/ OR ARCHITECTURAL ITEMS. VERIFY LOCATIONS KITH APPROPRIATE 'TRADE. 13. SIZES, INSULATION, AND TYPE OF STRUCTURAL PRECAST ARE AS FOLLOWS: 8" HOLLON GORE DECK PANELS CONNECTIONS FACTORY AND FIELD WIELDING AND GROUTING ii' ♦ w II IC, ♦� A.B. ANCHOR BOLT. A.P.A. AMERICAN PLYWOOD A55XIATIoN A.5 T.M. AN'ERIGAN 50GIETY OF TESTING MATERIAL5 ARCH. ARCHITECTURAL BB. BOND BE=AM BLDG. BUILDING BLK. BLOCK BM. BEAM B.O. BOTTOM OF BOT. BOTTOM BR6. BEARING G CHANNEL G.G. CENTER TO CENTER G.I. CAST -IN W. CONTROL JOINT GCJ. CONSTRUCTION CONTROL JOINT GLR. CLEAR CMU. CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONT. CONTINUOUS DBL. DOUBLE DET. DETAIL VIA. DIAMETER' DIM. DIMEN51ON VL DEAD LOAD, D.T. DOUBLE TEE / DRAIN TILE DNL... DOWEL. FA. EACH E.G. ELECTRICAL GONTRAGTOR E.F. EACH FACE E.I. EXPAN51ON JOINT EL. ELEVATION ELEV. ELEVATOR EQ. EQUAL E.W. EACH WAY FCC. EXISTING EX0. EXCAVATION EW. EXPAN51ON F.D. FLOOR DRAIN FIN. FINISH FDN. FOUNDATION FTC. FOOTING FT. FEET GALV. GALVANIZE GA. GAUGE G.G. GENERAL CONTRACTOR G.T. GIRDER TRUSS H.G. HOLLOW CORE HORIZ. HORIZONTAL HS OR H55 - HOLL STRUCTURAL SECTION I.F. IN51DE FACE INT. INTERIOR JST. J015T KLF KIPS PER LINEAR FOOT KSI KIPS PER SQUARE INCH LL LIVE LOAD LB. LEDGER BEAM LLH LONG LEG HORIZONTAL LLV LONG L E& VERTICAL LONG. LONGITUDINAL LWC LIGHT WEIGHT CONCRE=TE MAS. MASONRY MAX. MAXIMUM M.G. MECHANICAL CONTRACTOR M.E. MECHANICAL EQUIPMENT MECH. MECHANICAL MFG. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS MTL. METAL M.O. RA50W OPE NIW.7 [31 A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 741: 293 -1350 N.. NORTH NTS. NOT TO 50ALE N5 NON- SHRINK O.G.. ON CENTER OD. OUTSIDE DIAMETER O.F. OUTSIDE FACE O.H. OVERHEAD OPNG. OPENING ORIG. ORIGINAL PAF PONOM ACTUATED FASTENER PART. PARTITION P.C. PRECAST PLF POUND PER LINEAR FOOT PW PLYWOOD PNL. PANEL. PSF POUNDS PER SQUARE FOOT P51 POUNDS PER SQUARE INCH R OR RAP. _ RADIUS R.D. ROOF DRAIN REINF. REINFORCING REM. REMOVE REGIV. REQUIRED RFC. ROOFING R.O. ROOF OPENING R/W REINFORCE NTH S.A. STUD ANCHOR S.B. SOIL BORING %HED. SCHEDULE S.P. SEE DE=TAIL S.D.L. SUPERIMPOSED DEAD LOAD 5ER STRUCTURAL E%INEER OF RECORD SET. SHEET SIM. 51MILAR S,.I. STEEL J015T 5.L.L. 5LMIMPOSED LIVE LOAD 51.. 5NOW LOAD SPA. SPACING/ SPACES SPECS. 5PEG I F I GAT I ON5 5.5. STAINL.E55 STEEL STD. STANDARD 5TL. STEEL TEMP. TEMPORARY T 4 B TOP t BOTTOM T 4 G TONGUE AND GROOVE THK. THICK/ THICKENED T.O. TOP OF T.O.B. TOP OF BEAM T.O.F. TOP OF FOOTING T.O.J. TOP OF JOIST T.O.W. TOP OF WALL T.U.S. TOP OF STEEL TRANS. TRANSVERSE T.` i. TUBE STEEL TYR TYPICAL U.O.N. MLE55 OTHERWISE NOTE (V), EVER) _ VERIFY VENT. - VERTICAL ND. WOOD W.L. NIND LOAD N/ - WITH W/O WITH OUT WTS. NEI6HT5 WNF PELDEED WIRE FABRIC CENTER LINE fE PLATE 4 ANGLE SQUARE DIAMETER t PLUS OR MINUS G DEGREES j;� ELEVATION • • ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: TITLE: GENERAL STRUCTURAL NOTES PROJECT NO: 04042 DATE 10 -13 -04 SHEET NO: HE 0444A F..AG /AJF CONSULTANTS: CIVIL ENGINEER DL. = 4026 plf, LL. = 5000 plf. DL. = 4026 plf L!_. = 5000 plf. a� �E- 0� B G G H 10' -10" 25' -3" 12' -q 25' -3" 25' -3" 2T_3" 25' -3° 241' -2�" 10' - 10" I I I I I I I I I I I I I I I I 1 1 I I I I I 1 i I I 1 1 i 1 ti I I •9� i 1 OL. = 1100 plf. —,- ,y�'�� r�� - - - - - ? �t,Q �� - - - - - + \ A *- - - - - - --- IK DL. = 1500 plf.� _ _ _ _ LL. - 60 pff. - - I - - - - ` - - - - - - - - - - - - - - - - - - - - - - 0 I Y° / / sip I I i 1 1 1 1 I I I .I I I 0 IK N t- — - T DL. = 4105 plf. LL. _ q15 plf. T DL. = 8620 plf. LL. = 3248 pif. T DL. = 10854 plf. LL. = 4545 plf. T DL. = 11164 plf. LL. = 4725 plf. DL. = 11164 plf. LL. = 4725 plf. i I 1 I I i bl, I FOUNDATION PLAN j �& d l `` ra ��• : / \ 6 1 tx - - - - - J' - - - - - - - - 1 1 'I i I Al 06 � os PV <( 3r� � o�� DL. = 11414 plf. H. 4 plf. d� U I T T DL. =8620 plf. - - - - - DL. = 040 plf. - - LL. = 3248 pif. LL. = 2214p1f_ - OL. _ g240 plf. LL. = 3608 plf. I I ' � I ' I i I � 1 I I I , i 1 I I I ' ( I I � I I 4� tK0� I I i I I - - - - - - - --+- - - - - - I � i c r_�@ Integra Service Croup ARCH ITECTURE 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: m rn a % ! . -* : J o JIM HEYER • •- W %% 79989 CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 Z � ZW > . z 0 O� J 0 W m o J U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS 0 = Vi &I LeIiE3 DL. = 8g30 pff. DL. = 8430 plf. LL. = 3428 pif. LL. = 3428 plf. ra � N 00 ' Iv - - - - - - - - -I-- - - - - - i� r_�@ Integra Service Croup ARCH ITECTURE 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: m rn a % ! . -* : J o JIM HEYER • •- W %% 79989 CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 Z � ZW > . z 0 O� J 0 W m o J U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS 0 = Vi &I LeIiE3 DL. = 8g30 pff. DL. = 8430 plf. LL. = 3428 pif. LL. = 3428 plf. G no 25-3" 25' -3" y 21' -3" �, 25' -3" 2g' -2 10' -10" A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo; ND 58103 701 - 293 -1350 Z z � w B 1455 8 X 8 X W6" ill 14" X 1' -2" X P -2" 4- 1/57 G H55 6 x & x 1-Y IE IV2" x 1 x 1 4 - 14) 1/51 D H55 6 x 6 x i" Ill I" x I'-O" x 1' -0" 4- 1 "4) 1/51 E H554x4x%4" 1E 3 14 "x10 "X10" 4 -54 1/51 F 1455 4 "(1) x 0.226" E 5 /4' x 10" x 10" 4 - 34" 0 1/51 LI W 6XIO W/ R. 1/4' - - -- HEADER/L I NTEL 5GHEOULE MARK HEADER JACK STUD KING STUD DETAIL5 141 2 - METAL STUDS (4005162 -54) SINGLE STUD DOUBLE STUD 3 /5q H2 2 - METAL STUDS (6005200 -54) SINGLE STUD DOUBLE STUD 3 /5q H3 .3 - METAL 5TUD5 (6005200 -54) DOUBLE STUD DOUBLE STUD 3 /sI LI W 6XIO W/ R. 1/4' - - -- KEY NOTE5: SEGON F': O PRECAST SUPPLIER TO PROVIDE EMBED PLATES IN HOLLOWGORE ® 4 O.G. FOR SUPPORT OF OPERABLE PARTITION WALL. VERIFY WEIGHT OF WALL W/ SUPPLIER. O PRECAST SUPPLIER TO PROVIDE EMBED PLATES IN UNDERSIDE OF HOLLOWGORE FOR BRACE CONNECTION. S.D.I6/5q. PRECAST SUPPLIER TO DE516N 4 SUPPLY HEADER FRAMING FOR FLOOR OPENING. 0 #12 B METAL DECK. FAWEN PECK V41TH TEK 5GREW5 U51N6 A36/55 ATTERN. USE b - 10 TEK SGRE115 FOR SIDE LAP FASTENERS FOR SPAN S.D. 14/58. O DE516N PRECAST HOLLOWGORE PLANK FOR EXTERIOR STUD WALL DL. = 440 plf. Q DESIGN PRECAST HOLLOWGORE PLANK FOR ADDITIONAL DL. = 600 plf. _OW ROOF FRAMING PLAN �& $HG. BRG. EL . = 1154" (U.O.N) H OT.O. 5TEEL EL. = VARI 5HEET NOTE5: I. DE516N HOLLOWGORE FLOOR PLANK FOR THE FOLLOWING LOADS: SOL. = 10 psf. 5LL. = 40 psf. (ROOMS) 5LL. = 100 psf. (CORRIDORS 4 PUBLIG AREAS) 5LL. = 80 plf. (NON- BEARING CORRIDOR WALLS 4 NON- BEARING PARTY WALLS)) 2. EXTERIOR WALL FRAMING TO BE 6005200 -54 METAL 51U05 a 1' - O.G. W/ BRIDGING a 4' -0" O.G. (VERT) - S.D. 1 /5q 3. REINFORCE ALL 8" GMU. WALL5 SHOWN WITH I - #5 VERT. 2' -0" O.G. 5.0. q /58 'v N > . z 0 4q 0 ~ � w O W O ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: TITLE: SECOND FLOOR FRAMING PLAN PROJECT NO 04042 DATE 10 -13.04 SHEET NO: S2 HE .O44gA EAG /AJF - Integra Berv1ce Group B E F G D G H 1 K i n n i u i " u i n i_ n 10 -10 25 -3 12 ��g9 25 25 -3 27 -3 25 -3 2a' -2 " 10 10 25 I_ f 1 1 N i 1 I N i i r A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: _ E OF .. * ............................ JIM HEYEI� � ®�¢�p ...� g989 ........� CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 -293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 '. z 0 � a J 0 W J J 0 U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS KEY NOTE5: I M I RD FLOOR FRAMIN6 PLAN 5HEET NOTE5: O ROOF LINE BELOW �8 = I —O" OH G. BRC. EL.. = I22' -8" (U.O.N.) H I. SEE 52 FOR HEADER/LINTEL t COLUMN SCHEDULES. O PRECAST SUPPLIER TO DESIGN 8 SUPPLY HEADER FRAMING 2. DE516N HOLLOWGORE FLOOR PLANK FOR THE FOLLOWING LOADS: FOR FLOOR OPENING. SDL. = 10 psf. 5LL. = 40 psf. (ROOMS) O DE516N PRECAST HOLLONWRE PLANK FOR ADDITIONAL DL. = 600 plf. 5LL. = 100 psf. (CORRIDORS $ PUBLIC AREAS) SLL. = 80 plf. (NON - BEARING CORRIDOR WALLS 8 NON- BEARING PARTY WALLS)) 3. EXTERIOR WALL FRAMING TO BE 4005162 -54 METAL STUDS a I' -4" D.G. W/ BRIDGING @ 4' - 0" O.G. (VERT) - S.D. I /Sq 4. REINFORCE ALL S" GMU. WALLS 5HOWN WITH I - #5 VERT. ® 2' - 0 " O,G. S.D. a /58 REVISIONS: TITLE: THIRD FLOOR FRAMING PLAN PROJECT NO .04042 DATE 10 -13 -q4 SHEET NO: S HE 044gA EAG /AJF Integra Service Group A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 -293 -1350 MEP .LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 -293 -1350 in Z� z w N N i!1 m Z Q O Q 0 ~ �w O w J m o ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: KEY NOTES: FOURTH T T-M /Arl I NCB O I x = 1 1 - Oil PRECAST SUPPLIER TO DESIGN SUPPL Y HEADER FRAMING FOR FLOOR OPENING. (2 DE516N PRECAST HOLLOW.,ORE PLANK FOR ADDITIONAL DL. = 600 pif. 0-1-1G. BRG. EL. = 132-0" (U.O.N.) SHEET NOTES: I. SEE 52 FOR HEADEI;WNTEL Q COLUMN SCHEDULES. 2. DE516N HOLLOWCORE FLOOR PLANK FOR THE FOLLOWING LOADS: SOL. = 10 psf. SLL. = 40 psf. (ROOMS) SLL. = 100 psf. (CORRIDORS 4 PUBLIG AREAS) SLL. = 80 plf. (NON - BEARING CORRIDOR WALLS 4 NON- BEARING PARTY WALLS)) 3. EXTERIOR WALL FRAMING TO BE 4005162 -54 METAL STUDS ® I'4" O.G. W/ BRIDGING ® 4' - 0 " O.G. (VER -SD. I /59 4. REINFORCE ALL 8" CMU. WALLS SHOWN WITH I - #5 VERT. ® 2 O.G. S.D. Q /58 TITLE: FOURTH FLOOR FRAMING PLAN PROJECT NO: 04042 DATE: 10 - 1344.. SHEET NO: S4 HE 044 EAG /AJF Integra Service group [ AR C H I T E C T U RE 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: X � .:........................ �' ®! s.. JIM HEYER ... � CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 Z� z W 0 Q Q 0 ~ J c� 0 W mo J J U ISSUED FOR: SCHEMATIC DESIGN m DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: KEY NOTE5: O PREGA5T SUPPLIER TO DE516N 4 SUPPLY HEADER FRAMING FOR FLOOR OPI=NING. O DE51GN PREGA5T HOLLONGORE PLANK FOR ADDITIONAL DL. = 600 plf. FIFTH FLOOR FRAMING PLAN .OHG. BRCG. EL. = 141' -4" (U.O.N) 5HEET NOTE5: I. SEE 52 FOR HEADER/LINTEL 4 COLUMN 50HEOULE5. 2. DESIGN HOLLOW-,ORE FLOOR PLANK FOR THE FOLLOWING LOA05: 5DL. = 10 psf. 51 = 40 psf. (ROOM5) 51-L. = 100 psf. (CORRIDORS 8 PUBLIC AREAS) 5LL. = 80 plf. (NON - BEARING CORRIDOR WAL.L5 4 NON- BEARING PARTY WALLS)) 3. EXTERIOR WALL FRAMING TO BE 4005162 -54 METAL STUDS @ I' -4" O.G. W/ BRIDGING ® 4' -0" O.G. (VERT) - S.D. 1 /5q 4. REINFORCE ALL 8" CMU. WALL5 SHONN 111TH I - #5 VERT. ® 4' -0" O.G. 5.D. q/58 TITLE: FIFTH FLOOR FRAMING PLAN PROJECT NO: 04042 DATE: 10 -13.04 SHEET NO: HE 0444A EAG /AJF Integra Service Oro up A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 -293 -1350 -- Q Z� z � Z O (V 4th 4;4Q 0 ~ J W J U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: KAY NOTE5: O FASTEN DECK N/ #12 TEK SCREWS USING 36/5 PATTERN. USE 6 - #10 TEK SGREN SIDE LAP FASTENERS PER SPAN. 5.0. 14/55. O2 N 8x18 ELEVATOR SUPPORT BEAM. O PROVIDE TYPE R8 JOIST EXTENSION. fi FRAMIN6 PLAN 5HEET NOTE5: ie = 1' -0" OJ015T BRG. EL. = 152' -8" (U.O.N.) N 1. SEE 52 FOR HEADER/LINTEL SCHEDULE. 2. EXTERIOR HALL FRAMING TO BE 4005162 -54 META M05 o 1' - 0 " O.G. N/ BRIDGING @ 4 O.G. (VERT) - S.D. I /SCI 3. REINFORCE ALL 8 GMU. NALL5 SHOWN WITH I - #5 VERT. e 4' - 0 0 O.G. S.D. a /58 .. TITLE: ROOF FRAMING PLAN PROJECT NO 04042 DATE 10- SHEET NO: S HE 044gA EAGIAJF CONSULTANTS: CIVIL ENGINEER Integra BervIce group STEEL COLUMN 5EE PLAN I IV" N5. GROUT it COL. 4 •• A BOND BREAK AROUND GOLUMN5 /-5EE PLAN FOR BASE R 51ZE t ANCHOR BOLT 51ZE t NUMBER FOOTING, FOUNDATION AND SLAB SY5TEM DE516NED BY OTHERS I -} C OLUMN 13A5E DETAIL 5 1 211= II -OII `5 IL HG. BRG. EL. = 5EE PLAN T11 5TI 5EE PLAN 6 PG. BRG DETAIL 5 I" = I' -0" W G.M.U. - 5EE PLAN FOR REINFORCEMENT #5 OHL. ® EA. VERT. FOOTING, FOUNDATION AND SLAB 5Y5TEM A DESIGNED BY OTHER5 2 G.M.U. DN&L DETAIL 5� 2 11 = 1 0. 0 ,1 200 PLF 5TEEL 5TUD5 5EE PLAN PROVIDE SIMILAR CORNER BARS AT GONG. WALL INTER5EGTION5 IS" MI : 4 y -1- t it #4 CORNER BAR5 EA. BOND BEAM MA50NRY Id . . . FON. WALL SEE PLAN 3 BOND BM GORNER DETAIL 57 NO 50ALE DECK BRA. DETAIL 5 ( III = 11 -011 NOTES: It ALL BRIDGING TO BE DESIGNED BY J015T SUPPLIER A5 PER 5JI 5TD5. 2. DO NOT WELD BRIDGING TO WEB MEMBER5. 3. DO NOT HANG ANYTHING FROM BRIDGING. 4. JOIST SUPPLIER 15 TO PROVIDE ALL BRIDGING AND AGGE55ORIES FOR PROPER INSTALLATION A5 PER 5JI 5TD5. -- EXP. BOLT5 EXP. BOLTS BY J015T ERECTOR BY J015T ERECTOR i- BRIDGING ANCHOR BRIDGING ANCHOR BY J015T SUPPLIER BY J015T 51JPPLIER err ,rrel dl - or - BOLT- FIELD HELD ALL CONNECTIONS HORI ZONTA BRI DG 1 NG NOTE: BRIDGING CLIP MAY VARY FROM THAT 5HOHN GRO55 BRIDGING TYP. BRI 061 NCB ANGHOR DETAIL N0 5GALE i H.G. BRG. EL. = 5EE PLAN TVP. 3, 2 5TL. J015T TOP CHORD AA �t3x3x x 5" LONG (TYP. OF 4) - 43x3x II II III i III 1 I 5 1" tl L 57 NO SCALE C I I -RIB GUT NO REINR 2 - R1135 GUT I I REINF. W/ 3 4 6 " fE 1 3 OR MORE RI55 GUT PROVIDE L 4 FRAMING AROUND OPN'G. NOTE: IN5TRUGTION5 WHEN GUTTING OPNG'S IN 20 t 22 GA DECK 5TL. J015T 43 x 3 x 3 '" TOP CHORD (TYPICAL) i 5TL. J015T -i TOP CHORD SECTION AA ARCH I T E C T U RE 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 Z(/) ZW �o �Q Q � �W O W J - - - - -- ------------------------- - - - - -- ------- - - - - -- I III I 111 ----------------------------------------------------- -------- i I OPENING V. II SEE PLAN II m 1 x II x i _ m II m I I I x II i I II x I I m II I 1 �I j TYP• III III I ------------------------------------------------------ - - - I I III I III II it II II 5 1" tl L 57 NO SCALE C I I -RIB GUT NO REINR 2 - R1135 GUT I I REINF. W/ 3 4 6 " fE 1 3 OR MORE RI55 GUT PROVIDE L 4 FRAMING AROUND OPN'G. NOTE: IN5TRUGTION5 WHEN GUTTING OPNG'S IN 20 t 22 GA DECK 5TL. J015T 43 x 3 x 3 '" TOP CHORD (TYPICAL) i 5TL. J015T -i TOP CHORD SECTION AA ARCH I T E C T U RE 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 Z(/) ZW �o �Q Q � �W O W J m o U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: TITLE: STRUCTURAL DETAILS PROJECT NO 04042 DATE: SHEET NO: S7 HE 044gA EAG /AJF Integra Service Group 8" GMU. - SEE PLAN # OF 1 "0 BOLTS FOR REINFORCEMENT WB,W 10 3 14 4" BRG. 3 28 W14,W16 4 R 3 �� X1 '7 x 10 W 18 5 SEE ARCH. W 21 6 W/ 2 - V24) S.A. V4 24 1 t: BOND BEAM 118 FOR REINF. ;.. W/ 2 - #5 CONT. REINF. 2 - GORE5 HG. BRG. EL. :.:. W/ #5 EA. CELL 4 BLOCK 4" BLOCK s !/ - - - - - - - 6 = HG. BRO. EL. FILL W/ GROUT .' ?:;. = SEE PLAN FOR REINFORCEMENT BEAM BRG. ® INT. MALL 58 1" = 1' -0" CONT. BRG. STRIP BOND BEAM DRILLED s GROUTED SOLID r BOND BEAM W/' 2 - #5 GOVT. INTO BOND BEAM (TYP) #4 OHL. x 1' -2" ® 4' -0" O.G. W/ 2 - #5 GONT. :.. DRILLED 4 GROUTED SOLID INTO BOND BEAM •S• 5 PRREGA5T BRG. HG. BRCS. EXT. HALL 5 8 11 1 I -0 ►l STEEL LINTEL SEE PLAN 3 .6" STIFF 1E EA. 51DE T.O. STEEL EL_ -� SEE PLAN OF COL. TOP & BOT. GAP R !/2 ° It OF COL. I T.O. 5TL. EL. ('' It SEE PLAN I 3" TYP. I � _ q OF COL. STEEL COL. I 1 1 • SEE PLAN -- - - -5TEEL BEAM STEEL BEAM SEE PLAN SEE PLAN STEEL COLUMN EGTI VIEW SEE PLAN O ri T BEAM /GOL GONNEGTION 58 I If ( t -0 11 3(9/4 PATTERN 3615 PATTERN 36/1 PATTERN I w�l nlUr t. TYR STEEL BEAM SEE PLAN STEEL COL. SEE PLAN i i R SAME THIGKNE55 AS BEAM FLANGE 0/2" MIN) i W/ 2 - 3 4 11 0 130LT5 / TYP. BEAM END DETAIL 58 1 11 = I 1 -011 8" GMU. - SEE PLAN FOR REINFORCEMENT X.; „t; L5x5x v 7 v JST. BRC- 2 �� = SEE PL R 3 x 5" x T' W/ •' ': BR6 2- V"IP x4 "S.A. f. •r: /i81 P REGA5T GONN. EXT. I STEEL ROOF DECK TOP CHORD 36" SHEET WIDTH NO STEEL STUD WALL I. WHEN SPAN EXCEEDS 5'-0 ", 51DE LAPS 5HALL BE FA51 AT MID SPAN SEE PLAN : L OR 3 INTERVALS (WHIGHEVER 15 5MALLER) W/ #10 TEK 5GREW5. 2. LAP DECK EN05 2" MINIMUM AND WELD TO 5UPPORT ® 6" O.G. 3. SEE PLAN FOR DECK FA5TENIN6 PATTERN. SLIP CONN. 0 EA.- STUD -5.0.2/5q CONT. L 3 x 3 x �- SEE ARCH. 4. 51DE LAP FA5TENER5 SHALL BE #10 TEK 5GREW5 - SEE PLAN FOR REG 5. U - GROUT GORE 50LID 5. USE A 36/4 WELD PATTERN (MIN) (U.O.N). EMBED R @ 4 O.G. 5TL. J015T 6. WELDING WA5HER5 REWRIED FOR DECK 22 67A. t LIGHTER. (TYP) SEE PLAN WASHERS SHALL BE I6 ga. W/ NOMINAL 16 N HOLE. ,�' A �1E WASHER5 MAYBE OMITTED ® 22 6A. DEGKIN6 IF CONTRACTOR CAN "Il'tLL DEMONSTRATE CAPACITY TO PROPERLY WELD DECK WITHOUT WASHER. 20 HG. GONN. DETAIL I a ROOF DEGK FASTEN I NG s8 I = I 0 k tbJ NO 5GALE 8" GMU. - SEE PLAN 8" GMU. - SEE PLAN FOR REINFORCEMENT FOR REINFORCEMENT EXTEND VERT. REINF. ' THRU HG. " {. ,r.. ' I" EE ARCH. SEE ARCH. •,; SEE ARCH. - - - - - -- HG. BRG. EL. - - - - - - - HG. BRG. EL. GROUT 5OLID = 5EE PLAN \' ; . = SEE PLAN ;o r . GOVT. BRG. STRIP ;r GOVT. BRG. STRIP BOND BEAM—" BOND BEAM ; #4 OHL. X 1' - 2 " ® 4' - O.G. W/ 2 - #5 CONT. W/ 2 - #5 CONT. DRILLED s GROUTED 50LID .:• INTO BOND BEAM (TYP) A .- I = 1'_•0" 4: z 0 s� 1 II I 1 -01l STOP HORIZ. REINF. ® JOINT CONTROL JOINT MA50NRY UNIT OR PREMOLDED NEOPRENE CONTROL JOIN 1 REINFORGED MA50NRY WALL �o MASONRY WALL SS un ar.nLv ONN. EXT. HALL 3 HG. BRCS. INT. HALL ). N) SEE PLAN PLAN FOR CENTER .L REINF6. BAR IN a SPACING CELL NOTE-5: LAY UP WALL 4' -0" HIGH SINGLE LAYER PLACE REINFORGIN6 BARS. FILL CELLS WITH CONCRETE REBAR LOCATIONS ONLY (UNLESS OTHERWI5E NOTED ON PLAN FOR GLEAN JOINT - ADDITIONAL GROUTING) - PUDDLE ROD FOAM $ OR VIBRATE TO CONSOLIDATE. CAULK (EA. SIDE) REPEAT PROGEOURE5 ABOVE FOR 3 /6" JOINT -j ENTIRE HEIGHT OF WALL. SEE GENERAL STRUCTURAL NOTES FOR TENSION SPLICE REWIREMENT5. NO 5GALE OF COL. 8" GMU. - SEE PLAN FOR REINFORGEMENT SEE ARCH. 11 5EE ARCH. - - - - - -- - I, - - - - - - -- ! HG. BRG. EL. = SEE PLAN EMBED R e 4''; O" O.G. TYR (TYP) 2 (TYP.) STEEL BEAM SEE PLAN HG . BRG ® 5 JOINT OF COL. STEEL STUD WALL GONT. 12 6A. TRACK SEE PLAN W/ %"0 METAL 5GREW5 SEE ARCH. 1' -0" O.G. i -� - - - - - -- I�" MTL. DECK 0 log HG. BRG. EL. = SEE PLAN • • I • STEEL J015T • 4 STEEL BEAM SEE PLAN ® SEE PLAN CONT. L 2h" x 2/" x %" BETWEEN JOI5T5 STIFF R 51 6 11 -- ------ GAP R I" X I'-O" x I' -2" --�`—� W/ 4 - 3 4 "0 (A325) BOLTS -STEEL BEAM STEEL COLUMN i I 5EE PLAN SEE PLAN S HG. GONN. DETAIL 58 1 11 _ 1 I -011 STEEL VER. W/ ARC, H. i i SEE I � I I I BEAM 51ZE # OF 1 "0 BOLTS 8" BRG. WB,W 10 3 14 W 12 3 28 W14,W16 4 R 3 �� X1 '7 x 10 W 18 5 W 21 6 W/ 2 - V24) S.A. V4 24 1 100 BOND BEAM 118 FOR REINF. ;.. W/ 2 - #5 CONT. REINF. 2 - GORE5 HG. BRG. EL. :.:. W/ #5 EA. CELL 4 BLOCK = SEE PLAN DOWN TO FDN. ; 6 = f ' 8" GMU. - SEE PLAN CONT. BRG. 5TRIP FOR REINFORCEMENT BEAM BRG. ® INT. MALL 58 1" = 1' -0" BOND BEAM 3 .6" STIFF 1E EA. 51DE T.O. STEEL EL_ -� SEE PLAN OF COL. TOP & BOT. GAP R !/2 ° It OF COL. I T.O. 5TL. EL. ('' It SEE PLAN I 3" TYP. I � _ q OF COL. STEEL COL. I 1 1 • SEE PLAN -- - - -5TEEL BEAM STEEL BEAM SEE PLAN SEE PLAN STEEL COLUMN EGTI VIEW SEE PLAN O ri T BEAM /GOL GONNEGTION 58 I If ( t -0 11 3(9/4 PATTERN 3615 PATTERN 36/1 PATTERN I w�l nlUr t. TYR STEEL BEAM SEE PLAN STEEL COL. SEE PLAN i i R SAME THIGKNE55 AS BEAM FLANGE 0/2" MIN) i W/ 2 - 3 4 11 0 130LT5 / TYP. BEAM END DETAIL 58 1 11 = I 1 -011 8" GMU. - SEE PLAN FOR REINFORCEMENT X.; „t; L5x5x v 7 v JST. BRC- 2 �� = SEE PL R 3 x 5" x T' W/ •' ': BR6 2- V"IP x4 "S.A. f. •r: /i81 P REGA5T GONN. EXT. I STEEL ROOF DECK TOP CHORD 36" SHEET WIDTH NO STEEL STUD WALL I. WHEN SPAN EXCEEDS 5'-0 ", 51DE LAPS 5HALL BE FA51 AT MID SPAN SEE PLAN : L OR 3 INTERVALS (WHIGHEVER 15 5MALLER) W/ #10 TEK 5GREW5. 2. LAP DECK EN05 2" MINIMUM AND WELD TO 5UPPORT ® 6" O.G. 3. SEE PLAN FOR DECK FA5TENIN6 PATTERN. SLIP CONN. 0 EA.- STUD -5.0.2/5q CONT. L 3 x 3 x �- SEE ARCH. 4. 51DE LAP FA5TENER5 SHALL BE #10 TEK 5GREW5 - SEE PLAN FOR REG 5. U - GROUT GORE 50LID 5. USE A 36/4 WELD PATTERN (MIN) (U.O.N). EMBED R @ 4 O.G. 5TL. J015T 6. WELDING WA5HER5 REWRIED FOR DECK 22 67A. t LIGHTER. (TYP) SEE PLAN WASHERS SHALL BE I6 ga. W/ NOMINAL 16 N HOLE. ,�' A �1E WASHER5 MAYBE OMITTED ® 22 6A. DEGKIN6 IF CONTRACTOR CAN "Il'tLL DEMONSTRATE CAPACITY TO PROPERLY WELD DECK WITHOUT WASHER. 20 HG. GONN. DETAIL I a ROOF DEGK FASTEN I NG s8 I = I 0 k tbJ NO 5GALE 8" GMU. - SEE PLAN 8" GMU. - SEE PLAN FOR REINFORCEMENT FOR REINFORCEMENT EXTEND VERT. REINF. ' THRU HG. " {. ,r.. ' I" EE ARCH. SEE ARCH. •,; SEE ARCH. - - - - - -- HG. BRG. EL. - - - - - - - HG. BRG. EL. GROUT 5OLID = 5EE PLAN \' ; . = SEE PLAN ;o r . GOVT. BRG. STRIP ;r GOVT. BRG. STRIP BOND BEAM—" BOND BEAM ; #4 OHL. X 1' - 2 " ® 4' - O.G. W/ 2 - #5 CONT. W/ 2 - #5 CONT. DRILLED s GROUTED 50LID .:• INTO BOND BEAM (TYP) A .- I = 1'_•0" 4: z 0 s� 1 II I 1 -01l STOP HORIZ. REINF. ® JOINT CONTROL JOINT MA50NRY UNIT OR PREMOLDED NEOPRENE CONTROL JOIN 1 REINFORGED MA50NRY WALL �o MASONRY WALL SS un ar.nLv ONN. EXT. HALL 3 HG. BRCS. INT. HALL ). N) SEE PLAN PLAN FOR CENTER .L REINF6. BAR IN a SPACING CELL NOTE-5: LAY UP WALL 4' -0" HIGH SINGLE LAYER PLACE REINFORGIN6 BARS. FILL CELLS WITH CONCRETE REBAR LOCATIONS ONLY (UNLESS OTHERWI5E NOTED ON PLAN FOR GLEAN JOINT - ADDITIONAL GROUTING) - PUDDLE ROD FOAM $ OR VIBRATE TO CONSOLIDATE. CAULK (EA. SIDE) REPEAT PROGEOURE5 ABOVE FOR 3 /6" JOINT -j ENTIRE HEIGHT OF WALL. SEE GENERAL STRUCTURAL NOTES FOR TENSION SPLICE REWIREMENT5. NO 5GALE OF COL. 8" GMU. - SEE PLAN FOR REINFORGEMENT SEE ARCH. 11 5EE ARCH. - - - - - -- - I, - - - - - - -- ! HG. BRG. EL. = SEE PLAN EMBED R e 4''; O" O.G. TYR (TYP) 2 (TYP.) STEEL BEAM SEE PLAN HG . BRG ® 5 JOINT OF COL. STEEL STUD WALL GONT. 12 6A. TRACK SEE PLAN W/ %"0 METAL 5GREW5 SEE ARCH. 1' -0" O.G. i -� - - - - - -- I�" MTL. DECK 0 log HG. BRG. EL. = SEE PLAN • • I • STEEL J015T • 4 STEEL BEAM SEE PLAN ® SEE PLAN CONT. L 2h" x 2/" x %" BETWEEN JOI5T5 STIFF R 51 6 11 -- ------ GAP R I" X I'-O" x I' -2" --�`—� W/ 4 - 3 4 "0 (A325) BOLTS -STEEL BEAM STEEL COLUMN i I 5EE PLAN SEE PLAN S HG. GONN. DETAIL 58 1 11 _ 1 I -011 STEEL VER. W/ ARC, H. i i SEE I � I I I BEAM 51ZE # OF 1 "0 BOLTS MAX. LOAD (KIPS) WB,W 10 2 14 W 12 3 28 W14,W16 4 46 W 18 5 64 W 21 6 82 V4 24 1 100 W 21 8 118 3 /6" STIFF I EA. 51DE 2 1� „ R h" b I I I I I 1V (TYP.) 546, T7— - I I 3 � " (TYP - i i i I it i I I I B EA M i H55 COLUMN STEEL B SEE PLAN SEE PLAN 1"0 BOLTS GONNEGTION DETAIL NO 5GALE R 3 i 6" x T' x TW/ 4- !�")x4 "S.A. IV2" MTL. DECK -\ VV I. VI \V. L•1-. 2 �� = 5EE PLAN r ••��.: BRG BOND BM W/ , 2 - #5 CONT. , .r 5TL. J015T ST L. 1 10 1! T SEE PLAN t ' SEE PLAN 8" GMU. - SEE PLAN FOR REINFORCEMENT 16 J015T BR(5. ® INTERIOR WALL SS I 11 I I - Oti T.O. STEEL EL. - SEE PLAN 4 - #10 TEK SGREW5 STEEL LINTEL SEE PLAN 8" BRG. 3 W/ 2 - !/2"4) S.A. A. :1 REINF. 2 - GORES �.'., W/ #5 EA. CELL DOWN TO FDN. E h't t= 6 BEAM BRCS. INT. WALL 58 I t u STEEL BEAM f V4 .O.N. SEE PLAN _ � GLIP ANGLE 3" (TYP) H 51DE 1%" (TYP) A325 BOLT S IV" METAL DECK SEE PLAN - -- 2 - N) THRU BOLTS ®- Q" O.C. (FINGER TIGHT 8 8" CMU. - 5EE PLAN W 8, 10, 12 FOR REINFORCEMENT 4 BR6. 3 W 21, 24 TACK WELD OR 4. DAMAGE THREADS) SEE ARCH. 6 f 4 BENT R %" x 1'-0" W/ 5EE PLAN A FOR REINF. HG. BRG. EL. 4 BLOCK = SEE PLAN ��`:.:', ; FILL W/ GROUT CONT. BRG. 5TRIP #4 DWI.. x 1' - 2 " ® 4 O.G. ;. BOND BEAM DRILLED s GROUTED SOLID r W/' 2 - #5 GOVT. INTO BOND BEAM (TYP) .. 5 PRREGA5T BRG. MA5. 58 It _ I ,_ o il 2 1� „ R h" b I I I I I 1V (TYP.) 546, T7— - I I 3 � " (TYP - i i i I it i I I I B EA M i H55 COLUMN STEEL B SEE PLAN SEE PLAN 1"0 BOLTS GONNEGTION DETAIL NO 5GALE R 3 i 6" x T' x TW/ 4- !�")x4 "S.A. IV2" MTL. DECK -\ VV I. VI \V. L•1-. 2 �� = 5EE PLAN r ••��.: BRG BOND BM W/ , 2 - #5 CONT. , .r 5TL. J015T ST L. 1 10 1! T SEE PLAN t ' SEE PLAN 8" GMU. - SEE PLAN FOR REINFORCEMENT 16 J015T BR(5. ® INTERIOR WALL SS I 11 I I - Oti T.O. STEEL EL. - SEE PLAN 4 - #10 TEK SGREW5 STEEL LINTEL SEE PLAN 8" BRG. 3 W/ 2 - !/2"4) S.A. A. :1 REINF. 2 - GORES �.'., W/ #5 EA. CELL DOWN TO FDN. E h't t= 6 BEAM BRCS. INT. WALL 58 I t u STEEL BEAM f V4 .O.N. SEE PLAN _ � GLIP ANGLE 3" (TYP) H 51DE 1%" (TYP) A325 BOLT S IV" METAL DECK SEE PLAN - -- 2 - N) THRU BOLTS ®- Q" O.C. (FINGER TIGHT 8 :4'• W 8, 10, 12 2 W14,16,18 3 W 21, 24 TACK WELD OR BOND BM DAMAGE THREADS) W 33 6 W/ 2 - #5 4 BENT R %" x 1'-0" W/ 5EE PLAN A FOR REINF. i R SAME THIGKNE55 AS STEEL GOL. i i BEAM FLANGE (h" MIN) SEE PLAN I W/ 4 - N4 11 0 BOLTS TYP. BEAM END DETAIL Lb/ I II = I t-oil 8 LONG VERT. SLOT 5P r 6-0" O.G. 8" GMU. - SEE PLAN FOR REINFORCEMENT 1 11 = ( I - 011 5L I P GONN. 5HEARMALL III = 1 _011 BM. 51ZE MIN. ROWS OF BOLTS W 8, 10, 12 2 W14,16,18 3 W 21, 24 4 W21,30 5 W 33 6 NOTE: USE NUMBER OF ROW5 OF BOLTS REOV. BASED ON REACTIONS L15TED ON PLAN5. USE MINIMUM ROW5 AS LISTED. 121 GONNEGTI ON DETA � NO 5GALE R /6 " x - I "x I W/ 4 - V ll) x 4" S.A. 2 � 3 46 2 I�" MTL. DECK 2 V 2 " = 5) BRG STEEL BE, SEE PLAN 5TL. JOISTS LSTL. J015T SEE PLAN SEE PLAN J015T BR(S. 5TEEL BEAM WO EXPANSION BOLT W/ 3x3x R WASHER ® 3' -O" O.G. 8" MTL. STUD WALL _j 4° W 6YP BOARD EA. SIDE 8" CMU. -. SEE PLA FOR REINFORCEMENT 23 LL GONN. DETA I L 5�► 1 A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 ; s e .. ............. :. ........ .i JIM HEXER ....... f 79989` • a '�' • ' 4fi CJ CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 -293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 -293 -1350 ZU) ZW >' o �a D; J W O � W J J 0 U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: TITLE: STRUCTURAL DETAILS PROJECT NO 04042 DATE 10 -13 -04 SHEET NO: = I -0 S H�. a44aA EA6�AJF Integra Service Group _ enIODI C 1 1r A -" Ire SCREWS —� TRACK WEB TO --� FULL HT. STUD METAL STUD METAL STUD i. SEE PLAN SEE PLAN FULL HT. I I' #12 SCREWS STEEL ANGLE KING STUD GRG SEE PLAN i GRG I W.P. ROOF 5HEATHINC H55 b x 2 x 3 .6" - - - I BY OWNER OF BEAM (TYP) W.P. - - - 1 I W 8x28 J SHIM fE AS REGO. GAP fE 311 W 8x28 SHIM fE AS READ. i i TYP. STEEL COLUMN i I i ! 3 " SEE PLAN I I H558x6x356" 1 H558xbx (5.D. 14/5q FOR I I COLUMN BASE) i i _ - SEE ARCH. W.P. 12 GONN. D i 5q III = II -011 I GONN DET AIL \ Lqj 111 = II_OII -- OF COL. I 11 II 2 -O 2 -0 EMBED T i/" x 4" x 6" S.D. 4/S8 (51M) 1 SEE ARCH. BY PRECAST SUPPLIER ---- +--- - - - - -- - - - -- - - - -- ----------- - - - -- --- - - - - -- - - -- - - -- --- - - - - -- - 1 0 ' - - --- - - - - -- - -- HC. BRG. EL. = SEE PLAN L 346 3 fE! " x 4 11 x (TYP) STIFF R 3 * 11 W/ 2 - 'jL ` VERTICAL SLOTTED 7�j L 3 x 3 x %" HOLES FOR 2 - 9 /4 "(P EA. 51DE (A325) BOLT5 ® COLUMN I I I I STEEL BEAM 5EE PLAN GAP R I" x II -o" x II -211 1 W/ 4 -• 3 /4 "(P-(A325) BOLTS I I STEEL COLUMN I I SEE PLAN Ib B RRAGE GONN. DETAIL 5q III = 11 -011 F SEE ARCH. ---- L-- - - - - -- STEEL STUD WALL 00 H G BRG. EL. SEE PLAN= SEE PLAN METAL ROOF PECK U SEE PLAN GONT. L 3 x 3 x 3 46" STEEL BEAM ` -5TEEL BEAM SEE PLAN SEE PLAN 17 G ONN. DETAIL ., 5q III = 1 1_011 IGe A MMI a GANOPY FRAME FRONT 7q , 11 = I I -011 ROOF SHEATHING BY OWNER H55bx2x W 8x28 1 GONN. DETAIL 5q I II _ i t- o il ATION EXTERIOR 5HEATHING RUN GONT. TO'ROOF SEE PLAN PECK BRG. EL. 2x BLOCKING SEE ARCH. T.O. PARAPET EL. = SEE ARCH. r GONT. TOP PROVIDE WEB TRACK EXTERIOR 5HEATHING - RUN GONT. TO ROOF SEE PLAN SEE PLAN DEGK BRG. EL. I --- ------ = VARIES - SEE PLAN SLIP GONN. ® E!;�r STUD - 5.0. 2/5 5TIFFENER5 AT I I x I TRACK #12 5GREW5 METAL 5TUO WALL —CLIP ANGLE SEE PLAN ALL BRG. LOCATIONS I I II I I A SLIP CONNECTION REGO F6 5. FIELD HELPED TO NS i i I JACK STUD CONT. ANGLE METAL STUD (TYP) ELEVATION SCREW OPTION WELDING OPTION NOTES: 1. SEE ARGI 2. TRACK, G 1 TYf BR I DG I % DETAIL 2 TYP. 5L I P GONNEGT I ON TO BE 5A 3 TY 5T 5q NO 5GALE 5q NO 5GALE 5q NO 5GALE OF COL. I I I OF COL. 1 32 -0" NVER. W/ ARCH) I TYP. K II Sq TYP. EQUAL EQUAL EQUAL EQUAL �q H55 8 x b x %4' I H55 S x 6 X44" CAP iE 3 /" (TYP) - - T.O. STEEL H55 8 x 6 x 3 46" ' EL. = 115-2 — — — — — — — — — — — — — (VER. W/ ARCH.) _ x 6 x L I 1 SEE Ate TYP. 10 STEEL COLUMN T }' STEEL COLUMN STEEL COLUMN- SEE PLAN SEE PLAN SEE PLAN (5.0.14/5q FOR II (5.0.14/5q FOR (5.0.14/5q FOR COLUMN BASE) COLUMN BASE) COLUMN BASE) GANOPY FRAME 51DE ELEVATION 5q !14 11 = I I - 011 ROOF 51EATHING H55 6 x 2 x 3 /6" BY OWNER OF COL. (TYP) - - W.P. ROOF 5HEATHINC H55 b x 2 x 3 .6" - - - I BY OWNER OF BEAM (TYP) W.P. - - - 1 I W 8x28 J SHIM fE AS REGO. GAP fE 311 W 8x28 SHIM fE AS READ. i i TYP. STEEL COLUMN i I i ! 3 " SEE PLAN I I H558x6x356" 1 H558xbx (5.D. 14/5q FOR I I COLUMN BASE) i i _ - SEE ARCH. W.P. 12 GONN. D i 5q III = II -011 I GONN DET AIL \ Lqj 111 = II_OII -- OF COL. I 11 II 2 -O 2 -0 EMBED T i/" x 4" x 6" S.D. 4/S8 (51M) 1 SEE ARCH. BY PRECAST SUPPLIER ---- +--- - - - - -- - - - -- - - - -- ----------- - - - -- --- - - - - -- - - -- - - -- --- - - - - -- - 1 0 ' - - --- - - - - -- - -- HC. BRG. EL. = SEE PLAN L 346 3 fE! " x 4 11 x (TYP) STIFF R 3 * 11 W/ 2 - 'jL ` VERTICAL SLOTTED 7�j L 3 x 3 x %" HOLES FOR 2 - 9 /4 "(P EA. 51DE (A325) BOLT5 ® COLUMN I I I I STEEL BEAM 5EE PLAN GAP R I" x II -o" x II -211 1 W/ 4 -• 3 /4 "(P-(A325) BOLTS I I STEEL COLUMN I I SEE PLAN Ib B RRAGE GONN. DETAIL 5q III = 11 -011 F SEE ARCH. ---- L-- - - - - -- STEEL STUD WALL 00 H G BRG. EL. SEE PLAN= SEE PLAN METAL ROOF PECK U SEE PLAN GONT. L 3 x 3 x 3 46" STEEL BEAM ` -5TEEL BEAM SEE PLAN SEE PLAN 17 G ONN. DETAIL ., 5q III = 1 1_011 IGe A MMI a GANOPY FRAME FRONT 7q , 11 = I I -011 ROOF SHEATHING BY OWNER H55bx2x W 8x28 1 GONN. DETAIL 5q I II _ i t- o il ATION EXTERIOR 5HEATHING RUN GONT. TO'ROOF SEE PLAN PECK BRG. EL. STEEL STUD "�'= SEE PLAN A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: 4 01 ............................ *. JIM HEYER � .............................. �t� '••.9 79989 4 � . G/g CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 o SEE 51MP50N "5 /5JT -/ \-STEEL BEAM SEE ARCH. pJ.AN SEE PLAN SEE PLAN --- _____� 5 TYP. DEGK f3R6. DETAI r F H EADER 5%. DETAIL 5q 111 _ 1 1_011 5 111 = 1 1 -011 61- H558x6x31a" GAP fE 3,611 OF COL. OF COL. (TYP) ------ - - - - -- ------ - - - - -- ----- - - - - -- I I I — — — •— I — — I i -------------------------- H55 8 x 6 x %4" -- i TYP. I I I I I I I I 1 H55 S x 6 x 3,6" I I I - ___ - -- STEEL COLUMN - SEE PLAN (5.0.14/5q FOR -- COLUMN BASE) --" - H555xbx COLUMN BASE) I I TYP. 1 o GO DE TAIL LI L . rJ•q (11 (1_011 q GONN. DETAIL 5q III = 11_011 = VARIES - SEE PLAN I U I SLIP CONN. @ EA. It 5TUO - S.D. 2 /5q 1" CONT. L3x 3'x 3 46" MET WA AL STUD LL SEE PLAN � O SEE ARCH. OF BEAM 346 2 STEEL STUD WALL 1 METAL ROOF DECK CONT. 12 GA. TRACK 5EE PLAN SEE PLAN % "� METAL SCREWS - - SEE ARCH. 1 ® ' -0" O.G. U - - - - 1V2 MTL. DEGK i� JST. BR EL. T-EBSEE PLAN 'i HG. BRG. EL. , R L G SEE PLAN STEEL BE, SEE PLAN 14 J015T EXTENSION DETA 5q III = 11_011 CONT. BRG. 51RIP #4 DWL. x 1' - 2 " ® 4'-0" D.G. STEEL J015T .; .:;,..'.� DRILLED 4 GROUTED SOLID SEE PLAN INTO BOND BEAM (TYP.) 5TL. J015T GONT. L 2" x 2 x �" BOND BEAM SEE PLAN W/ 2 - #5 GOVT. BETWEEN JOISTS . s . 8" GMU. - SEE PLAN FOR REINFORCEMENT 15 HG. GON DETA 5q I II ^ I t- o il EXTERIOR 5HEATHING RUN GONT. TO ROOF STEEL STUD WALL SEE PLAN SEE ARCH. SEE PLAN DECK BRG. EL. - - -- -- - - - - -- GOVT. L 3 x 3 x 3 46' 1 = VARIES - SEE PLAN O SLIP CONN. ® EA. It STEEL STUD WALL 3 46 4 STUD - S.D. 2/541 SEE PLAN HG. BRG. EL. SEE ARCH. GONT. L 3 x 3 x 3 46" METAL ROOF DECK =SEE PLAN O SEE PLAN :; METAL STUD WALL SLIP CONN. ® EA. SEE PLAN STUD - S.D. 2/5q •. •.• •, ••. 1 - - - -- - HG. BRG. EL. O = 5F-:r- PLAN SEE ARCH. GONT. L 3 x 3 x 346" GROUT GORE SOLID EMBED fit'_ ®4' -0" O.G. 3 46 3 -12 (TYP) 5TEEL BEAM SEE PLAN IS GONN. DETAIL 1q GO N GTION DETAIL 20 JO1 5q Ill 17- I IuOII 5q . I)) 1 1_011 5q OF BEAM 1 I Z� z � z 0 4;kQ 0 ~ J � W J J 0 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: METAL fZ00F DEGK SEE PLAN ' J5T. BRG. EL. TITLE: SEE PLAN II +' .2 '•'' It {• .. A LL ♦' "� BRG STRUCTURAL DETAILS BOND BEAM W/ 2 - #5 CONT. . J015T SEE PLAN PROJECT NO: 04042 DATE: 10- 13-04, 8" CMU. - SEE PLAN FOR REINFORCEMENT EXTEN51ON DETAIL SHEET NO: S HE O"Ai �AG/AJF 2x BLOCKING SEE ARCH. T.O. PARAPET EL. = SEE ARCH. r GONT. TOP TRACK EXTERIOR 5HEATHING 111 METAL ROOF DECK RUN GONT. TO ROOF SEE PLAN SEE PLAN DEGK BRG. EL. I --- ------ = VARIES - SEE PLAN SLIP GONN. ® E!;�r STUD - 5.0. 2/5 3 46 2 -12 CONT. BENT t STEEL J015T 6 x 3 x Wb" I SEE PLAN METAL 5TUO WALL SEE PLAN STEEL STUD "�'= SEE PLAN A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: 4 01 ............................ *. JIM HEYER � .............................. �t� '••.9 79989 4 � . G/g CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 o SEE 51MP50N "5 /5JT -/ \-STEEL BEAM SEE ARCH. pJ.AN SEE PLAN SEE PLAN --- _____� 5 TYP. DEGK f3R6. DETAI r F H EADER 5%. DETAIL 5q 111 _ 1 1_011 5 111 = 1 1 -011 61- H558x6x31a" GAP fE 3,611 OF COL. OF COL. (TYP) ------ - - - - -- ------ - - - - -- ----- - - - - -- I I I — — — •— I — — I i -------------------------- H55 8 x 6 x %4" -- i TYP. I I I I I I I I 1 H55 S x 6 x 3,6" I I I - ___ - -- STEEL COLUMN - SEE PLAN (5.0.14/5q FOR -- COLUMN BASE) --" - H555xbx COLUMN BASE) I I TYP. 1 o GO DE TAIL LI L . rJ•q (11 (1_011 q GONN. DETAIL 5q III = 11_011 = VARIES - SEE PLAN I U I SLIP CONN. @ EA. It 5TUO - S.D. 2 /5q 1" CONT. L3x 3'x 3 46" MET WA AL STUD LL SEE PLAN � O SEE ARCH. OF BEAM 346 2 STEEL STUD WALL 1 METAL ROOF DECK CONT. 12 GA. TRACK 5EE PLAN SEE PLAN % "� METAL SCREWS - - SEE ARCH. 1 ® ' -0" O.G. U - - - - 1V2 MTL. DEGK i� JST. BR EL. T-EBSEE PLAN 'i HG. BRG. EL. , R L G SEE PLAN STEEL BE, SEE PLAN 14 J015T EXTENSION DETA 5q III = 11_011 CONT. BRG. 51RIP #4 DWL. x 1' - 2 " ® 4'-0" D.G. STEEL J015T .; .:;,..'.� DRILLED 4 GROUTED SOLID SEE PLAN INTO BOND BEAM (TYP.) 5TL. J015T GONT. L 2" x 2 x �" BOND BEAM SEE PLAN W/ 2 - #5 GOVT. BETWEEN JOISTS . s . 8" GMU. - SEE PLAN FOR REINFORCEMENT 15 HG. GON DETA 5q I II ^ I t- o il EXTERIOR 5HEATHING RUN GONT. TO ROOF STEEL STUD WALL SEE PLAN SEE ARCH. SEE PLAN DECK BRG. EL. - - -- -- - - - - -- GOVT. L 3 x 3 x 3 46' 1 = VARIES - SEE PLAN O SLIP CONN. ® EA. It STEEL STUD WALL 3 46 4 STUD - S.D. 2/541 SEE PLAN HG. BRG. EL. SEE ARCH. GONT. L 3 x 3 x 3 46" METAL ROOF DECK =SEE PLAN O SEE PLAN :; METAL STUD WALL SLIP CONN. ® EA. SEE PLAN STUD - S.D. 2/5q •. •.• •, ••. 1 - - - -- - HG. BRG. EL. O = 5F-:r- PLAN SEE ARCH. GONT. L 3 x 3 x 346" GROUT GORE SOLID EMBED fit'_ ®4' -0" O.G. 3 46 3 -12 (TYP) 5TEEL BEAM SEE PLAN IS GONN. DETAIL 1q GO N GTION DETAIL 20 JO1 5q Ill 17- I IuOII 5q . I)) 1 1_011 5q OF BEAM 1 I Z� z � z 0 4;kQ 0 ~ J � W J J 0 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: METAL fZ00F DEGK SEE PLAN ' J5T. BRG. EL. TITLE: SEE PLAN II +' .2 '•'' It {• .. A LL ♦' "� BRG STRUCTURAL DETAILS BOND BEAM W/ 2 - #5 CONT. . J015T SEE PLAN PROJECT NO: 04042 DATE: 10- 13-04, 8" CMU. - SEE PLAN FOR REINFORCEMENT EXTEN51ON DETAIL SHEET NO: S HE O"Ai �AG/AJF PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE .LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE. LAWS AND /OR ORDINANCES. GENERAL KITCHEN PLUMBING NOTES 1. REFERENCE KITCHEN CONSULTANT DRAWINGS FOR ALL EQUIPMENT TAGS. 2. PLUMBING CONTRACTOR SHALL PROVIDE ALL PLUMBING CONNECTIONS TO KITCHEN EQUIPMENT. COORDINATE WITH KITCHEN CONSULTANT TO VERIFY LATEST EQUIPMENT LOCATION AND MANUFACTURE'S CONNECTION REQUIREMENTS. 3. COORDINATE EXACT FLOOR SINK LOCATIONS WITH KITCHEN CONSULTANT EQUIPMENT PLAN PRIOR TO INSTALLATION. 4. PROVIDE RPZ BACKFLOW PREVENTOR PRIOR TO ALL BEVERAGE CARBONATION SYSTEMS. 5. GREASE WASTE SYSTEM SHALL BE STACK VENTED. ALL GREASE WASTE LINE SHALL HAVE A MINIMUM 1/4 INCH PER FOOT SLOPE. 6. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMERS. UNDER SLAB PRIMER PIPING IS NOT SHOWN. 7. PLUMBING CONTRACTOR SHALL INSTALL UNDERGROUND 4" PVC PIPE FOR SODA SYSTEMS LINES. COORDINATE EXACT LOCATIONS WITH KITCHEN CONSULTANT. 8. MAINTAIN TWO PIPE DIAMETER AIR GAP ON ALL INDIRECT DRAINAGE. 9. EMERGENCY GAS SHUT OFF VALVE FURNISHED BY HOOD MANUFACTURER AND INSTALLED BY PLUMBING CONTRACTOR, 10. ALL KITCHEN INSTALLATIONS SHALL COMPLY WITH THE STATE AND CITY HEALTH DEPARTMENT REQUIREMENTS. GENERAL PLUMBING NOTE 1. ,SEE ISOMETRICS FOR ALL PIPE SIZES ON SHEETS P -6; P -7, P -8 (WASTE) 14. PROVIDE LINE SIZE LEVER HANDLE GAS COCK TO ALL GAS FIRED EQUIPMENT. 'AND P -13, P -14, P -15 (DOMESTIC WATER). VENT COLD WATER. 15. PROVIDE LAWN IRRIGATION CONNECTION IN MECHANICAL ROOM. 2. ,' PLUMBING AND DOMESTIC WATER SHALL BE INSTALLED AS PER 2000 OUTLET INTERNATIONAL PLUMBING CODE, AND AS PER LOCAL AMENDMENTS. 16. ALL PUBLIC LAVATORY FAUCETS SHALL HAVE 1/2 GPM RESTRICTORS. 3. 'THESE DRAWINGS ARE REPRESENTATIVE IN. NATURE ONLY..ALL PLUMBING AND 17. INSULATE ALL WATER AND DRAIN PIPING EXPOSED BELOW HANDICAPPED MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, LAVATORIES WITH "SKAL +GARD" OR EQUAL INSULATING DEVICE. COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES. IF IN ANY 4" INSTANCE THE PLANS AND SPECIFICATIONS ARE. IN DIRECT . CONFLICT WITH SUCH 18. ALL HOT & COLD WATER AND HOT WATER RETURN PIPING SHALL BE INSULATED 'LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE WITH 1" THICKNESS ON ALL PIPES UP TO 2 ", AND 1 =1/2" THICK ON ALL PIPE HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED OVER 2" ACCORDING TO THE LAWS AND /OR ORDINANCES. 2" 4. LOCATE ALL VTR'S A MINIMUM OF 10' -0" FROM ALL FRESH AIR INTAKES. 19. WATER CLOSET FLUSH HANDLES BE PLACED ON OPEN SIDE OF HANDICAP 1" STALLS.. 5. ALL PUBLIC WATER CLOSETS SHALL HAVE ELONGATED BOWLS WITH OPEN 20. THE FIRE SUPPRESSION SYSTEM FOR THIS PROJECT WILL BE BY OTHERS. FRONT SEATS. ENGINEERED DRAWINGS WILL BE SUBMITTED BY FIRE SUPPRESSION SYSTEM 6.' PROVIDE VENTING FOR ALL PLUMBING FIXTURES. PROVIDE VENTS FOR ALL CONTRACTOR. PLUMBING FIXTURE TRAPS. 21.. PROVIDE VACUUM BREAKERS ON ALL HOSE BIBS. 7. PROVIDE A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION DEVICE FOR 22. PROVIDE MANIFOLD PIPING AT WATER HEATERS PER MANUFACTURERS 'ALL WATERLINES SERVING CARBONATORS AND ICE MACHINES. RECOMMEND RECOMMENDATIONS. SOFTENED WATER TO BE COLD WATER SUPPLY LINE TO WATTS -MODEL 913D. WATER HEATERS ONLY. PLUMBER TO BALANCE WATER HEATERS AFTER 8. 'i PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL SUMP PIT PER STATE AND INSTALLATION. ALL WATER LINES TO BE ABOVE /BEHIND WATER HEATERS TO LOCAL CODES. VERIFY LOCAL PLUMBING & ELEVATOR CODES PRIOR TO ALLOW UNIT REMOVAL. CONSTRUCTION. 1/2" LAVATORY 23. WATER PIPING. MAINS AND BALL VALVES LOCATED IN FIRST FLOOR CEILING SPACE. 9. ', SHOWERS AND TUBS SHALL. BE PRESSURE BALANCING TYPE OR THERMOSTATIC 1 -1/2" CONTROL TYPE. CONTRACTOR SHALL ADJUST TEMP CONTROL STOP FOR EVERY 24. A DOMESTIC WATER BOOSTER.PUMP MAY BE REQUIRED IF THE WATER PRESSURE THERMOSTATIC RELIEF VALVE. FROM THE LOCAL UTILITY. IS INADEQUATE TO SERVE THE BUILDING. THE BOOSTER 1/2" PUMP SHALL BE INCLUDED IF REQUIRED. 10. ! ROUTE ALL UNDER FLOOR AND ABOVE CEILING PIPING AS REQUIRED TO MISS 2" ': STRUCTURAL MEMBERS AND FOOTINGS. 25. ALL ICE MAKERS, COFFEE MAKERS, DISHWASHERS, HOSE SPRAY RINSE SHALL BE 3/4" PROTECTED FROM BACKFLOW. 11. SANITARY SEWER LINES 4 INCH AND GREATER SHALL BE SLOPED AT 1/4 INCH 3/4" PER FOOT, 1/8 INCH PER FOOT MINIMUM ONLY IF NECESSARY. SANITARY SEWER 26. ALL WATER SUPPLIED TO CARBONATORS SHALL BE PROTECTED BY EITHER AN AIR LINES . SMALLER THAN 4 INCH SHALL . BE SLOPED 1/4 INCH PER FOOT MINIMUM. GAP OR A VENTED BACKFLOW PREVENTOR. CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT ELEVATION OF SANITARY 1/2" SEWER ENTERING THE SITE PRIOR TO CONSTRUCTION. SEE CIVIL PLANS. 27 A D T W N H C (PING SHAL 1 3/4" E PE H RD CO ER. ALL WA TE IP SH LL E VC. 12. SEAL ALL PENETRATIONS AT FLOORS AND EXTERIOR WALL WATERTIGHT. 2" 2" 28. PLUMBING CONTRACTOR SHALL PROVIDE.AND INSTALL FIRESTOPPING INTO THE 13. ALL PIPING LOCATED IN WALLS OR ABOVE CEILING HAVING SHUTOFF FIRE -RATED FLOOR ASSEMBLY AS REQUIRED BY THE INTERNATIONAL PLUMBING VALVES, TRAP PRIMER, ETC. SHALL BE PROVIDED WITH ACCESS DOORS CODE AS WELL AS LOCAL CODES. OF ADEQUATE SIZE FOR SERVICE. OF � i Ry l 1 4--D PIPE DOWN PIPE UP } ---- -� GATE VALVE 5 -- -- -5 BALL VALVE CHECK VALVE WITH DIRECTION INDICATED R I T I kwIl PRESSURE GAUGE TEMPERATURE GAUGE UNION S- -D - -S THREADED HOSE CONNECTION CONDENSATE DRAIN GAS DOMESTIC COLD WATER DOMESTIC HOT WATER RECIRCULATING HOT WATER SANITARY SEWER LINE SANITARY GREASE WATER LINE PLUMBING FIXTURE SIZE SCHEDULE FIXTURE SYM BOL WASTE VENT COLD WATER. HOT WATER BRANCH OUTLET BRANCH OUTLET BRANCH OUTLET WATER CLOSET WC 4 4" 2" 3/4" 1/2" - - -- - - -- URINAL UR 2" 2" 2" 1" 1" - - -- - - -- BATHTUB BT 2" 2" 2" 3/4" 1/2" 1 3/4" 1/2" SHOWER SH 2 2" 2" 3/4" 1/2" 3/4" 1/2" LAVATORY L 1 -1/2" 1 -1/2" 1 -1/2" 3/4" 1/2" 3/4" 1/2" SINK S 2" 2" 1-1/2 3/4" 3/4" 3/4" 3/4" SERVICE SINK SS 2" 2" 1-1/2" 1/2" 1/2' 3/4" 3/4" LAUNDRY TUB LT 2" 2" 1 -1/2" 3/4" 3/4" 3/4" 3/4" DRINKING FOUNTAIN OF 2" 1 -1/2" 1 -1/2" 3/4" 1/2" - - -- - - -- HOSE BIBB HB - - -- - --- - - -- 3/4" 3/4" - - -- - - -- FLOOR DRAIN FD 2" 2" 11-1/2" 1/2" 1/2" - - -- - - -- FLOOR SINK FS 2" 2" 1 -1/2" - - -- - - -- - - -- - - -- HAND SINK HS 2" 1-1/2' 1-1/2 3/4" 3/4" 1 3/4" EYE WASH EEW 2" 1 -1/4" 1 -1/2" 1/2" 1/2" 1 3/4" 1/2" 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL:'C'c ........................: AMERON C. MERKEL ... ..............................� 94013 04 < ;; Jp CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 PLUMBING 1 MECHANICAL ABBREVIATIONS AFF ABOVE FINISHED FLOOR LAV or L LAVATORY -1 OR -2 AHU AIR HANDLING UNIT MAU MAKE -UP AIR UNIT BT BATH TUB -1 OR -2 MCA MINIMUM CIRCUIT AMPACITY CFH CUBIC FEET PER HOUR MD MOTORIZE DAMPER CFM CUBIC FEET /MINUTE NC NOISE LEVEL C.O. CLEAN OUT OFCI OWNER FURNISH CONTRACTOR INSTALLS CU CONDENSING UNIT OF01 OWNER FURNISH OWNER INSTALLS CW COLD WATER PRV POWER ROOF VENTILATOR CWFU COLD WATER FIXTURE UNITS R -1 RETURN GRILLE -1 DFU DRAINAGE FIXTURE UNITS RA RETURN AIR E -1 EXHAUST GRILLE -1 RH RELIEF HOOD EA EXHAUST AIR RLA ROTOR LOCKED AMPS EEW EMERGENCY EYE WASH RTU ROOF TOP UNIT EF EXHAUST FAN S -1 SUPPLY DIFFUSER -1 ESP EXTERNAL STATIC PRESSURE S -1 SINK EXIST. EXISTING SA SUPPLY AIR FA FRESH AIR SFU SUPPLY FIXTURE UNITS FD -1 FLOOR DRAIN SH SHOWER H.B. FROST PROOF HOSE BIBB TUB BATHTUB -1 OR -2 HP HORSE POWER TYP TYPICAL HW HOT WATER UR URINAL HWFU HOT WATER FIXTURE UNITS VD VOLUME DAMPER HWRC HOT WATER RECIRCULATION WC WATER CLOSET -1 -2 OR -3 KEF KITCHEN EXHAUST FAN W.C.O. WALL CLEAN OUT 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL:'C'c ........................: AMERON C. MERKEL ... ..............................� 94013 04 < ;; Jp CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A 11/4/04 CITY/ ADA COMMENTS TITLE: LEGENDS AND NOTES PROJECT NO: 04042 DATE 10 -14 -04 SHEET NO: �J • ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A 11/4/04 CITY/ ADA COMMENTS TITLE: LEGENDS AND NOTES PROJECT NO: 04042 DATE 10 -14 -04 SHEET NO: �J Integra service Oroup ` ! _,-. , ( ! ! ? ! ? Lf ! ! ! CONNECT INTO I I ; STORM DRAINAGE SYSTEM ! ! SEE CIVIL PLANS ? FOR CONTINUATION ! ' (TYPICAL ALL) j �... 7 �: •� � INSULATE RAIN LEADER I ! ! _ I ! PIPE IN THE AREA ONLY ? ! . FOR SOUND { I PRIMA ? =-- = 4" 4 ! 4 n ''�` == _ -- ?— ----------- - - - - -- -- ' ! ROOF RAIN ABOVE I , 3 ! _ - ; _ 8" I _ ..:.. ............................... } i VIE (RD -1 PRIMARY „ „ ! `? OVERIOW ROOF DRAIN ABOVE , ROOF !, IN ABOVE I i ; ; ! _, I , 8 _ ., ! I 1 RD 1 > ............................... a :::••::::••:::::: ::::::::::::::••::::--::::::: ._..................._....._._. _._._.,: ROOF DRAIN ABOVE RD 1 I.._...................i ........._........ ..... _ ................. ........_....................._ .......... .................._..........._ ......__................ _.__............. _.........._. _ ...__........._ ._ ..._.........._.... _...._......... ! - .......... . .... _...... _._............. . .................. .... _::::: :.::.:::. I (RD ; TEL OVERFI, 4 „ PRIMARY !i''• ' ...- - -'• -- a ..I. '• �P /' !r•�., -,� PRIMARY " ROOF RAIN A ! ' ,I ;• ; !ROOF DRAIN ABOVE I II '! : ! �-: ! \ I ! r:,.. �T,1' ; 8" RAIN L DER UP TO !� !!' ROOF DRAIN ABOVE! \ % I 1 c. (RD - ! , I F D !(RD-1) ! \ ?j - } I' PRIMARY 0 j [ 4 ! _,._... ...._.. ..._.......... _. .. ...._ ............. _.,. _........._........... ......._.................._.... _ i !, I != I 1 r. ,) s / r CENTER ii!•!......_....° !'r L1\ ; \I. OVERFLOW ROOF DRAINS Ir \ ! t:.O iwP, --- - - - - -- — — — ?I I I ?.._........a- ........._ t'��. ! ? 1 ! , I ! �" I 1 — — — — ._} I ! y I 4 C.1 h J I L X _ . .............................!. - „,,.... ,. i I ( ,r I I. I Ii } \ n ! _.w... ! I ! 1 1 W OMEN'S I!, ; l y 2 , 07 , ! ' S.t __ ° ?b• "Tf ( ?! SALES � L / -- ? 1 .... . .................. ! ,.............................. ? ! I..... ...... ...(... ..... I \ i ._.• l.I! \ , ' ! OFFI - I ... �+;'. ............ �•, , - - I...... �:I I { t.1: i . :!'............ ............... ....__....................__... Si ! \,p ; (., 1i: ? C + \ r i'1= ; ,, r _ .. . , ' ., � ?," } 1-. .._.....:..........,, -ti ........._ ...i !. c :v'p .. i _E . _(.._ f�� , ( M- , 1!J R00M r : i`E I �f \;(� ter, ;.,; r WC 3 ! ! : ! ! I ,'1 ............... `/ k ! t. ! ! [ 1... U:;. 1 .!....::j��:.......1 Ci"Jh3Pt.1T " I f ! ,. I „ I i i I ... t._ ... ... :.....,. . i \',, ; 1 , -, !.: 1 ( 4 STANDPIPE ;T 1. 7 1 _' I ! I ! r_-i 3 s ,. •: ••,. ,t W, ?... }'' :1 F . . ' I • I • I : i - - -- s -3 > H, i UR 1'UR 1 UR 1 W F R lJ.1: „ ! 1 i .............................. ........._........_............ _ I T , ! ?! ” " ;12 FD ! \ , 1 I S11l� 1 !? ' �l n I' i ; .I " ; 4 UP TO „ } 4 D IN 4 UP L4 :1 ; < ................4- n 4 II Pool !I!: 4 UP TO ! 4 UP TO 11 _.. I`:..,..... __........- _ ! .. IN 4 UP. TO I I ! I } ! OVERFLOW . GROUP 5 Jf I� � , :::_::::: ::::I , GROUP 1 �`..:_.? �r' - -• l WAL.:. GROUP � , I• r T ':- �:::::..t:::::�;t:::: ? ._ 1 ' " WALL GROUP 13 [ •_0� S PP, I NKI .. ER ! ?! y``. R P 7 '! i�'E1 \1' ! I'' ! !' ... ! ROOF DRAIN ABOVE AND GROUP 3 l' ' (1 ?! .. GROUP 1 ! ............ \ ! f ?.... ( } ! -- - - - - -- :::,€ I} 4 „ U i [ I 's, I ' / i i ! \ 4 DN IN !I? — , !_.... \ I �......b IN 1 1 i i ' n it ? TO! n I (RD -1) ,, �, !.....:�, I I n 1 4 DN IN ! ,....... /? ' i 4 P 2 "FD WALL 1 i } ` WALL I 4 UP 0 I , 4 I / GROUP 15 I i l_ } ......................._.. - ...._ - _._. - _ II_` =� 1 i t G O UP 11 Ii1 ; ! I _._.: 7 4 D ! ::— .__°'! 4" UP TO I " DN�..IN i I ! �_ ! I — L `o.y >-__ :I LL — ............ .. ....... ...... .......... . WALL �� I mss'' � i' / -. I "UfJDRI� S I , ? V ! E .•_: i ce: ! :� - ,:, , .! t .... ,• .... • ! `'i' �I ,v� �f- i .................. :!i l! i :S � I ! III ! .. I PRIMARY PBX !, L 0 ? i t CO 6 6 ! I CO \ i , 6 ROOF DRAIN ABOVE 6 t..l...::� , , CO ! `\ [..... _:........._.J ; [ii „ ! ; r ?_ _ ` / i i !^ I ! ! �' '; `.� l l., E ! �._.�'� ; i I ..I.� j '�' (.. I .- .e:::::::: »::a? ...� '\ C 1 \ �. v i' , Il {te .....J .... ................. .._........... ...................i .... ... .......... ....... I C ( f ! WALL I .................... WALL ! t i ! ! [... _..... I _ ! I 1 ) !! Ii !I _ 1 ;_ ............:: TO BA1dQUET hT IN I WALL � GROUP 1 6 > E I i !! I ' I ! � EWC 1 I � tM: !!( WALDEN N! ! 6" SU ! [G 1 ! t " !i t I: !�....:` ' 1 1 � I i p i� / _ I ,) ? n � 1 I i r 4 UP TO I� i I! . „ GR ; , , ,; _� ..... \_t11 (} ' '' '\.' DW ; I SI 11 i ! � f° ! , � i. \ /r�T�� / t .. , !, QUP 2 ' 2 }„ '�,; „ n i!b I) . _..._....... .. ..._.. ...., t- I ......I... =`� �"�.........._........ ! ^� I . �, A N T t_, A.' , ! S : Wit-.. A Li L ! ?!!!'_ � , _ I ! ., /1?�iCO: ; ::�... ::::;:::: 3 I �:::::::::: I i I!; I I! � , i t G,i t ! i ,.. I•= S' I ! m ! _ - It I 1' I! l ! ! I!! 1 ! ! ...... ! -, n ?, c� I , ................:......: : ,; _ o '• ! I I �'i i ` i - - ( i r I ._......., _....._....._..... 1 LIS ;I = :' ":•� �.., •- 5" � ! � {<TT •I t• ..............._..... Lam\/ ��L!I :� ?L..;; ! I i n I ! ! ( II' ?;,.._.. 3 FS:.:. ? ! ! ! !.' I SIN ...... .... _ l l - - --- -------- - - - - -- —_._. ; ! r ! C7 f� t � Lip 1 ( ( F I L: ; \I �: T 7 R' :! 4 UP TO L- _. _. ...._........... i } i ` � I ..._.- s ' GROUP 4 ............ I :•. � ( ��•I� '•• ' ! ! ? ! I q !!:., . WAS _ SINK HER C {{,,�� ♦♦ ff11 . I .. ( , t 1Y: ^' f ✓ :. , � � .UP � L1LJ ! .., V `` ^ y i i\ , ! !: I ��......�.. 4 UP TO ?! ! I I I i ?"! II'• ?I!i ::! LA .. f�V =. LII \, \ ' •..,. I 1, : i,u I� SIN .• .. _.._.. i I ! I WAL I s' 4 UP TO GROUP 14 pp I i i : ? i ' 1 FJt� £' GRO ` � I ... I „ � ... ...._...._.._.........._..'.... • . I .. - ,- . ; - • I � , - S - 2 + .:.. .._;. -- .'_: ;! u i • •= I I x� ;� � I �� 13 FS 3 GROUP 12 ! ': „ !'i f;� :::::::� :;: i:� .. n JI. �._ ,. � :;;' ; _.... ... �� { I, ! EXER :..._ . 1 ......_:_..:... ! I ! { ; I ` I/ tSE �- ' !III MIN. SAN CIVIL PLANS � ! BEVERAGE RA,..,... SEE C ! \ /EST:. ilJi._ ; iJ ! I! ..i! '? ' ! N i I 'll�' ..;• � •;I FS ! I�il ...p. '; I:r }I '•! / � ' ! ' „ ! I STATIO ;R,.... ; I; WA HER WARE iW HER' II I! - - - 4" ! ;_ EDO !! � I I S j' h f!III '; t : ,: I I� I, i �� ; , L 6 i , , " 8" Y.C FOR CONTINUATION ! it ! ^ ,! ! I i -.. I !. TR €NCH• ..RRALN..._...._ I.... , I ; € ..d I + "T I ;' I ! ; ( ! ; W/ LINT INfi�RCE T' R' ! »III I 2 FD I < z ... . ....... . . • : I I) ,�,i ' i I _ r :..... . .... . .................. ...._.. ! I u „ i! I. ; 4 ? I $ ° OOLF"! I " I= ��__ .. ! ! EI ., ....: ,li;, ! ! \\ I,\ ! !�, >• '' / `� _ ' : -.- — _. - ,.......... .',. ...... I ....! Iii•! I I U I i, i (! ................ ................._........_.... .... .._ I� -- 1 - ' ! , , , , .. . +!i? • -_ li VAAL • » i •I 1 ...._......... I ! t.l........_ ...... ............................... .... ....... __.............._............_......._. ......._........_............r, _ ...... _ ..... ...........__..........._... ^ ,_ i ! ?? F• fr , „ .I....�....._.. - 2 FD L2. I ! ? i ._. ... _.... ! .H. ;. lil 11, :; ! u ! : Y - ! :; 6" SODA LINE SEE ? IN I[ ' I !;! LLLI_ (.II�F L i ?i ! ! } +� WALL — ! " !`; =- >... _` , I I ; ''' ..I I � ! I �' DRAWING — 6 RAIN LEADER IUP TO I , I ' ! ? I _...__........_.....� , (... :. ; Ii .. I I � �aII , !;; � f 3...FS.: I ......... � ; KITCHEN S I W o j I �i... WC 3 4. DN FD PRIMARY ROOF RAINS ? I' I i I_...- .�_.., it 11 It 3 'i= . '• " ( /. - - -- — — .... _ ;!;!I TYPICAL W I ,' H ..._ ........................ ...._....._........................... ........................_..._.. .. - _ ...... ............... .... : �`i- g" " (RD -1) T 3 FD ? ; 3 FS } - (6 : �: i , ! » ..._......_._._....._ , 1, .3,..._ E ,,,.» .:......::......._.::.:.. ...._._ _ ..... ....... , ,! I I , , a I • z .,;._.....; Fi•::,, la „ •t -.... 5.::,._:. a..r - �..:. :.::.:..::N..::::, »�. , .. _ }„ ®'F :'......:� •• ! fir• is: • �T ; .L............ 1 __ _, _ a 6 RAIN LEADER UP TO (!I! Lr:?. I I? CO !(fill! f ir£ »`z::_:: `'!! i i. !�I: j .............:..._ I OVERFLOW ROOF DRAINS ,!..._.._.._..._...... ` Q ; : , j I -- x:11 !: s :, — i- -:.. !SINK ! — I( ;'� li i VEST WASH RS (, I I I I _..._ ................._.... _... __ ....... _......_ _ - . ... I . _..�� .. _ l L .._ 1 - - .......... _........._ ... ........................_...... , _.. _......_.._... - ......_ ................_.........._......._. ._...... .............._.. ...... _ - .........._...._........... _.._...._............._......._._........_...............................:_....._..._............_._......._.................................. ..............._.............� � L F I! ` I , ........... PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. 4' -6" } CONTRACTOR SHALL VERIFY ALL ! 4" KITCHEN EQUIPMENT AND LOCATIONS YCO 4" WITH OWNER .AND KITCHEN SUPPLIER. ` _ ' SIZE ALL CONNECTIONS AS . PER MFG. ? AND AS PER LOCAL CODE. ! YCO 0 YCO i { 1 GI -1 GREASE ; INTERCEPTOR PLUMBING CONTRACTOR TO VERIFY LOCATION l ! OF GREASE INTERCEPTOR WITH OWNER, I AND ALL OTHER TRADES. } ? I , I ! i ; I I I I FIRST FLOOR WASTE PLAN SCALE: 1/8" = 1' -0" 4" 3 "FD i PRIMARY I ROOF DRAIN ERF, NOTE: PLUMBING CONTRACTOR TO COORDINATE UNDERGROUND WASTE SYSTEM WITH THE FOUNDATION CONTRACTOR PRIOR TO CONSTRUCTION REFER TO STRUCTURAL DRAWINGS. A R C H I T E C T U R E 302 N.. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: O r -, ;� ......................: AMERON C. MEIi EL a 19 .. ...........................:... 9� A•. 94013 CEN -,L CONSULTANTS: STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE% 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE% 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A10-28-04 CITY/ ADA COMMENTS FIRST FLOOR WASTE PLAN PROJECT NO: 04042 DATE: 10 -14 -04 SHEET NO: p m I r f ; ! k ! I ! k I i ! ; ! ! i i ! I ! i t I , PRIMA + I —PRIMA ! _ - PRIMA OVERFLOW RY ! ROOF DRAIN - ROOF DRAIN I �— ROOF DRAIN _ i ROOF DRAIN PRIM ! RD 1 r I ( ) i j 1° OVER s PIA __ . . _ ..................................................._..-................_..........:................. ........_............._......_. , . _ ...... _...................._...... _.. ...................... . ....................................................... ............................... _ ROOF DRAIN ROOF DRAIN !•; \ t .................... ........_....... .. I!l }1!I ! ! ( (RD - 1) RD -1} ..................... \ i' r I ; r' / 1• ! ! I I. \ ' ! ! DN f ! 1 Ili is ; I[I \ L: i! 1 ._.......... .................... ! \ _.. ... .................... iii .:............. .x• !;....._.- ....,...- ........,;, � F ; ........._i. 1. ;! ! ri•i: i .. i „kf I: ;ii ! !! !i! ; I !f i KING iii! -- •• ` t !_! KING I ...........i�! i !......."-.-x..! .. i ' I :j ,1 I r 1 \ T0.! ::; •.•. � i!' '. , ;: ii , 1 (i •''• /\ , t _>i' ,; li !IV , •I� ! i bJH ELF �IJ _ F, HikL; JC� I \; ................. I,ijl .... !2 i ! i , , : , , i i I : , i !' ; i : i I i t..........._....,..... .... .._!.........- ._I,fii l ! 1 it ..._...... 1 J • iii ' � !( � .;, ,._ .......... ............. ...............1.............�! , , t.. !. .. \. 4 I. .\. I. ..I \, , t '; ._ t .! ,.. . :: I Q ;:':. ... \; ' I �.1 ROI r- U';-:'E \: . ;�.. :..i i ,. , ! t>z,_!>_L:, i E �,J�L, r ,! ,.,.��Ll r ,�L -�\ C,�,�LI \. .,..��LI. ' I<_:,C: :\Lt,_L ....Tf� ,! 1,2,� QUE*E v 1 I _ k _ _ I , •:•fl I \! :: :n n! , (1 i - '.I �i !i '+,1 ;I; ^ ; i! �'\ .I { ^,, t n:• c. , r ................ }_........_ ..... ..., ri `- ( , j! r� .f In;: \ , : ! �!\ ! I '! I�F \ I (\ ! .;:' ,= .0 li ✓" \i;, i. rY ! , ' :;: I 1` , :!! !!; ; f�.Ir C KIIIf ..\.F .�F...I ;!; t..:., _ i:....._...f.l :,�.E..I I i.. >G:......,,..I...L_= :I,..: ;! a.1F:... J 1 ! ,, �... . i ,J:......f \• ;.ii! 'i`; .....:................. .. ............ }......_...... , , :: !! 1, _ , —1:: I, I I )^ :! ? 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UP f ::,:: i - I 4 UP k - -!,!: 4 UP - WC -2 :i ! 4 UP -! -:� �- � ! 4 UP I ! r .! k `: ' r I I !!_!: i 1 I 3 �..� ! ! !... s r;i �. {{ 1 G k ! l I r' �. 1 A & DN ;I' !•.... _. i ,, I & DN ,: !.... & DN l l_I i iJ lii�., ; . & DN , / of II & DN i _• I i - -t- ' - 'E i! f i - _,-. J_1 - k, - l. _• !• - - -- - & D ,, - 1 t - 1 - ' I , / !I Q. �, L- ! L- i E -L 1 -L 1 L 1 :• L td �t 1 L » L . °1 r. \, :1--- =1 ! :.• .. WC- � �Il _ d ; I I� _ FD ROLL -IN - HOWERI• _�.- , � , : , WC -1 .-T, Al WC ..--- -»— OVERFLOW WWC- WC -1WC 1 I WC WC ! WC -1, ; O ? l �� I ✓ _ I,, \ ,! i !i I ✓ i 'Iij! !' ROOF DRAIN � / .. BT 1 - a ,. ;I -1 E 11 B� -1 Ik1 B 1 ;;1 B: ,T`:- - t \ k j' B 1 _ i,... ::. t ll r :!! 1 \ l ! ..,, \ J ,/ 1 •; !( _ •' ,! /�\`\ \. 6� :!I t ,• � � ,i . 1 ! i;' / ! f , 1 ! + T, I , i 1 .) f Zi .>'' I ,7 ! 1 - k 'i " ' t 1 \ I i :,. ! �! 1 .. .......................:.J..... i..... f i r t v.....ft ......._. 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'° E •` 4 UP i= { 'I! _ � 1 i !li & DN iif 1 !! ; ; ; ! i i ......................_ III a : ., & DN ................ :.: 1 !, i'i .< ! ._,I'`; i;l i {ii ! i ii 11 :•� ) 7� I I 1 i ............... ..... ............................... ..- ............ , , .. ! i i ! • ( ! !... l..l ...!, �' ' _ .1......... i .........._.. -. ' „ ; i t , ' !; !! i•. t I • . «v t! .I t r ......_.......I 4 UP ( r^ 4 UP ,......_. Ir. 4 UP 4 4 UP .... `: �^ \. �- .11 ., ji.i :y:•;:' ) \: ^ r - Il ; j !! t, !+ , i , ....i 4 UP k - . •;r I � 1 i'� t! 1 ! & DN °" ; E' & DN :: ! ! & DN t. & DN i & DN v BT -2 f I i �,. 1 _ a. a i.. i . ...'o, y ! GROUP 16 # :` t L 1, ,L 1 <•��:�:,� -: L=�.`- I .��1 : ,t >:, I ;.;� L� :. ...... ... .... ..........' 1 L� ...�; ,! r;, r �" - :: -, k I I� � •;!) • r :•�-' : '1 S- <_ °��:: =<•'1S 1 !• S .�C:,. _ iS 1 � h S 1 S 1 °� ii_ S 1 :,.t .S 1 � L -2 ,t; `It.. �!ii {! I :; i '�i 'i i!• — ' WC- r .-�, !i k� r,- WC -1 u. '., WC- �--, ; ;� WC -1 ��: WC -1� �--�- WC -1 Ii WC -� !� WC -1 , . (`: r,I „ WC 1 S -1 S -1 ,.... :..,., 1i !f r 1 ; ", -,: , : .• ` 'C:. q / — & • , N ?: . kl ./ _ ,'1" "` , �'.....,� �� ..-i 1 - I ; 1 -` jl \. ',,; 2 . ! t `.... ,,. I: ;.! , - .-�,•; BT1 ,. T 1 ,,, I •{ B T - ' T 1 T i I,.d. BT !t �T -1 I, \ 4 UP F...�< I' fa.:F = "v 1! : :i .. .- tl -1 �.. I, / �: 'i .: .. 1 ! �! i• { : qt ':.! L =I _.,.. '! Afl f .II ., r .� !..� !; I f<_ li t <I.JG ;,: ; .._....... _, !! ! _._ .. ........ . . .._...... ;__ Q} ! t ._..._. ....... ! . xJ ' : r .................. ; ...... .1, .f F..1 f 1 ! .,: ,. I �• .. ................. .. : ... I ! .! I � ,: k : ! 1 I .. , / .j' •. I, i, I � �1 � ....!. „• „ 1 1. ! ; !" �: � ............ ................. t ......_........... - -. .... 1 • ..:..... ., h••`,. :r _. I I .I I ! 1 I I? ,! •I f! 1 ; ....i Ei .:iY' ! I.. J ..... l �) -- i ! ! ::' !• � ,11 I ! \ .' I !! , =!.f \ ! ........ . _[ �C:::::: ��: C::: �:::::[ ..... ........................_.._... 'I !..____: f ri i .... l \, ! .'I .! \\ ;I l .. J I \ II I: - ,: I•I I \ �I! .. -� \. ... ._ , I _t :� �, L•.�l p:! ! E ..... ,\............_ - - i .. ._.� :_..� . ! —..._. .. i ! .........._..._ ! �_. , j: ..� •_. — .............. : { I II II 1 �' t ,......:! f : I \.............._ . I. y I , ...................I _ _ .............: , 11 II 11 • • \ is ! ! , ,�._; i ( , , :: :! 4 li ;,+ �� - _f : _17. �' '..........._ i ... t I .............. = - - -- ' i ''• L - - -- ' ___-.D ice:( �_ - -_J ...._...f L__ - - --1 !:: L— - - -J 1 ::. a t__ - - -- `, -= t I % T'\ . 1 iY ii I!li :! k....':'r.:`::.! r, !i ! !! i 1 :; —j i a GROUP # k GROUP # GROUP8 _ I GROUP10 GROUP 12 I t...I !- ✓� t : i _ GROUP 14 !!jl ., ..,. ;..; ,. -, /.. (... I1: !! •:: •! k A <' _ .� !, �; ,- _. -� ! . , ;- ! _ - \� P i'i ! :� • ll �l�:: ; ,i , ..... f \I:1� <_. \... ,t,C,.., I ,.,...._,..f\ \�...f�.. �i.Ji......; \, �..Jf-,...iJ ,._;r..k:_f: i., l.ff...t:..f� '�t.!E f f <::Ii \.!r., !! ;: ; !<,.!Jt. il)(- €:.f \1 k: l.a:.. fv ...... I` !��i`F\., SU!. ! F- i i . �-- 1 I .. 27F.S.. ,: ,!-- <y: i .. I... I; `; :. , l; , ` r i .. .. il .... r.. ., "VJj" i' -- Iii ... j {!1 , i ii ! _ �t— :_ - ('_ i ,�J_ . t , SJ= f ,_ ,i: JI_.'�I'i - '- i SUz I L Sli ! � _ i �.l>_ 1 _ ! : , � .� .is ;:t'� SII E ,1,.::�S,�z'•`E i 1 ..., {f 1 i r':) i !... I .,., ( { I s ! �,:.:� ! fit! l i �„ ! i it i r ; "! ! 1, i I !.. l ! I !: ! c'1 : , ' ....:..�.........., ::_?.:�.... : . ..:9 k ................. �.......... ! • ; ; ! • ! ...... »......_..- _....: ! ............... _........I 1; �......................... , .: .., t.... ' .. ...! i......`::...:.:......... ; ; I i __..... I.. i .rl 1 ................................._.................... ,- :......._.......... ., .................. ,._........._.... — ........_........t., r ., I :: ............ i..... EST WASHER`I'', `E t_H�1.'I J ..... r 1 1 , ........,:: -I .... �__ „n i... _- ........., yr , <fi 1 r• iii DN i!j t _.. •t: t !1 = i ;i ett ! II ,. f 1 i ' i 1 ! ! II ;! _.........._......... ..._ ....................... (.i !.................... . I i _...-_ ........................._. ......- ...__........._........< F. «. ........... _..._. .�. ................. .... ........... . ..... ..... ...... : .r ....._............... .... ............................... ..............._.....: ........................ .............................�� .... ; . I PRIMARY ROOF DRAIN (RD 1) i t 1 1 I i I II i 1 I i 1 1 PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. SECOND FLOOR WASTE PLAN SCALE: 1/8" = 1' -0" Integra Service Group S ARCH I T E C T U RE 302 N. MARKET STREET STUDIO 300 DALLAS,TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: dW .. ..... 5.• r9 1 • . 1 •.. •...•.....•.........•••...,...� / CAMERON C. MERKEL i � ............................. �' -o'•, 94013 ; �r I� _ k% CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 -293 -1350 a� o � J � w 0 _j = o U ISSUED FOR: SCHEMATIC DESIGN E DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: SECOND FLOOF WASTE PLAN PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND/OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND/OR ORDINANCES, THE LAWS AND/OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND/OR ORDINANCES. B �- z 0 A f I o D t THIRD FLOOR WASTE PLAN SCALE- 1/8" = l'—O" 1 i ................... .... ........... . . ............ 3" V M UP & DN, l /7) ... . ...... .. ........ ......... .... ......... . .. ................ I nte g ra Se r v i c e Grou 1 ARCHITECTURE 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 - SEAL: OF CO. - ... . ................. ERON C. MERKE ............................ t�1,� 94013 / CEN S 'Z CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701-293-1350 MEP LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701-293-1350 Q �- z 0 o D U) Uj 0 w X. ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: PROJECT NO: 0404 DATE: 10-14-0 SHEET NO: Pm3 Integra Service Oro up ! A , -1 ? i ! ! ? i ! : ! ! i ! I ' 1 f i 1 t i i - - i ........ ............... ,. .............._............. ............................... ' i , , I : � �/ !' � � � i � (• �. \ / i!i i ,, i — — — - . ........... — — .............. _....... — ....... ............................... ,\ ..................... ....... _ .......... _.........._ ... ............................... — t I. _ ............._._..... — .... ........ r l , __..._.... _ .... _....._......... .. .................._........_... ................... ................... _...... l � � •. , ...................... :.: 3............_' , i:, I •I I .� it t 1 " "1 1 il.- I N ......., !� ( } !! ,?g ( !! :. i = j � � • i is �t� ! 4 I' ', ::: • :_ !! i ,.........._L...........) t! 1 ...f , i ............. ........ i! ! }I is: iii , ; i ?, r ' ,:, , ;ti i I i,l ti i r• r JP i i R 0 1 fi ' \ i ' ({ , I� ` 1 !!! !i I( I ,{ , �, :�! "I! ..... ,' .. ;;... . ...................k ! I: ,i: I! ,; 1 :: !li i f !, i:...._......,............•! .....1 �! \ • 1 ; III It •i... ?:::! > ......................_�„ ......... ....; ! is _ ; ,_ -! 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Ji — -- !;, i! .: ; i:i :! .;;i; ., ` �7 I. �....:! ....l.i f � ! ;!; _;; i:. it .. .,. ,I `: •'•r �. (, ,. / ! i !! ! �~ - = li I i i`I '! °I GROUP 15 I! I' �� _ :i it i s ,.; - ;� ,! '... i ' ! — .� .,� .� — — i; ............._.........._ ... ��. .._............................ — — , — — ?!, wD !! t P g — — ! i 1 : J GROUP 1 ; — — :;=GROUP 3 r — — 1— — — --1 r — I j! '�, , < i '• 1— !' '1 ! is GROUP 7 ! UP 11 �• ........:..._•r'+ : i.....,� , .' : • `! ! ! . ( yt......... ! . ..............................: i ! I I 1 ? ,: ..; 3 .....;� 1i �,.... -�; .....f., /i i ! . .. ...._ ; 1� _ _ ! i' -i t—i? i •' ! ! .............. .. ......... :.... .............. .. ..... .. , :: , . , ..__..._ ..... .................. . . _......_.... , ........ ... ................ ............ .. 1 T 1 I f .i , I 4 UP r ., j �. ., j 4 UP ..,.. i i ! i I 1 ! 4 UP 1 0 ''. F t..._,!i.... !.. t; , C ,I ,i: a :• O. 1 , !i: ! 1 , _...... li i >' UP I I I I! i '�. r ;I II (. 2 4 P !... , it . I. 1 ; Ci i. ! UP =' a 4 UP r...;.'; i v .: 4 : 4 UP !:, _ .......:...... i ! -: :i I & ON !i: f +/ I Ili 1 / ;• ! ! s� 1...., ! ! i ! I - p ::II !.. ;;! ..✓ , , v :! ! !(; ;i; - ! t !: ? ! !! ;l !!,.. i , • - i 1, ii i ! .I & DN I '.._. ... l "� li; ii -r_, L_ 1 � - 1 •: 1 �•.`. / 11 i ii ! ! I• �.: .- :, ! i i• & DN _t._Jt � ! : - & DN •. L_._` _ - � � - & L - .. , ! t 1 •i iir .! & DN �� !: , 1 L 1 , t -1 L 1 ;: l !I \...... :.�. � _ I!! !=! i L_ ;! _! .L -1 ; t_i = - L 1 - L- ; !i - - — : ---: /f, !! WC _�.._ WC -1. .... WC -1 i : ♦ :. \ , . , I \ t, p 1 /•"C�'•I ! ! i_._ !, :; � i ! _ � ♦ ! I � ! ! - FD i \. ! —i -;; i• =; ,:, j�:: , :i I. ,. - •! I ,. WC =: -, ! �.: `',, ♦ ( ; ,WC 1 �.........I ! I -; ,!✓_ _ i \\ i ! 4�; ---. ,:::! ,i� -1 ♦ WC -1 Ii wC ! i WC -1 ✓y. ii; ; �; WC--: \ . , , ! ; WC 1 t ( ! i;' ! i; BT -1 - -! BT 1 ,! WC i,. L -2 - ..f - � L i / r r - _ �. \ . -- _ ,. \ ,. _ , :.: f !. �. .i'. (- : :, ! I j`\ I I S. s'' ! 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I t I I I I I PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. �\ FIFTH.FLOOR WASTE PLAN SCALE: 1/8" = 1 -0" ARCH i T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: . �� QF T��'9 T . .. . ...... : *A CAMERON C. MERKE . L� ........................... • v 94013 : 4r Of �O 0 4. �. 10 -1514 %'ONAL CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 a� ocr) O 06 W J T i J U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: TITLE: FIFTH FLOOR WASTE PLAN 0404 10 -14 -0 n 1- 1/2 "--�� \ \3" 1 4 VTR S 1 \� S -1 \ �, I� " �I 2 / " � 1 -1 2 2h \ \ / 1 BT -1 2 „ \ 3 " \Ir BT -1 2 3" 1\ \ W` 1 4 L_ 1 \ 4 " 11 -1/2 " 'i WC -14, 1 -1/2" r \ I S -1 S -1 \ \ I L -1 2" l� l� 2" i 2 \I\ \ BT -1 WC -1 4 2„ r` 1 1 -1 / 2 " WC -1 \ I S -1 S -1 \ �\ L -1 2" i�> 2" �f i 4" i BT -1 \ W\ 1 4 BT -1 2 „ L -1 \ 4 " 1-1/2" 1 4 S - L -1 2 > n /I 2 4" TO 1 -1/2 "— \ ` I 2 BT -1 CROUP #5 \ \ ,WC-1 4 BT -1 2" 2 , 4' VENT 'INTO TO 1-1/2 WC -1 GROUP #1 CROU L -1 2" � 2" h� AN Q OUp Y 4 " —� I #3 #1 6 n �� / WCO (TYPICAL AT EACH GROUP) 2 "FDt 1 VENT INTO T TO GROUP CR CONNECT TO 4" 2" 6" GROUP #2 � #2 BUILDING MAIN 6" WASTE PIPE TOTAL DFU'S = 48 CO i WASTE & VENT DIAGRAM - GROUP 6 " _ �-- 2 SCALE: NONE SIMILAR GROUPS 8,10,11,12 �, 6 i �T L -3 CO L -3 1-1/2" —' 1 L -3 \ 3 n „ 2" „ r \ \ TYPICAL — ' \ " i, � " (2 L -3 \ 3 � �I 2 F 21 2 .1 2 " FD \ " 2 "�\ 2 WC 3 WCO —3 2 n 3 . " 4" i \ VENT INTO C 3 i� 3 " — WC — \ GROUP #1 2 _ 3" " — \3 2 „ FD WC -3 4” ! . If i I C 3 WCO URA 2" I 2» v C -3 � VENT INTO 2" L _ 4 UR -1 \ GROUP #9 4" EWC -1 UR -1 3 "— 'I „ 3 „ � n 2 " \ 1 i \ 2 "FD \ \ \ CO \T 2 " 2" \ \ STANDPIPE � \ N 2" GROUP # FOR POOL \ WATER \ " n 4 " \ i 4 4 2 "FD_ \ v 2" TO TO GROUP #15 2" EWC -1 2 " 4" 2" 4" 4 2 4" �RO�P \ "� 1 '' I 1t TO GROUP #13 I ( L -3 WCO R pUP L -3 3" 1 TYPICA L -3 „ 4 „ L -3 3 3 3" r 3" / 6" O CR OP #t0 T gRoUp # 6" 5N 4 " Yea c s" Ro�p #1 VENT INTO GROUP #12 CO \ SINK : 2 7 ! 3" Ao i n 3 "FS 3 VENT INTO 4 \ i 1 S OGRK'P # i> GW i� 3 "— R OUp 3" �� \ WCO 3" 3 "fS 3 SINK' (6" MS -1 \ \ 3 C SINK 2" I \ 3„FD 3 3" n " 4 W 3 3 2 — \ 1 -1 /2" I \ . 3 "FS % 3" i f / 3 "FUNNEL DRAIN 6" T GROUPNT 6 i 3 " C R4Up V' 3 „ 1 3" _ 6 " #s I� VENT INTO 3" CO GROUP # WCO "3' 3 n 2" i\ \ 4 "—� j "� \ \ 4 " 1 2 � S -2 \ i 2 " 2 L -4 WCO 1 2 "FD 4" C -3 n SINK 2 WASHERS TRENCH DRAIN W/ LINT INTERCEPTOR I_orn -aw1) 7 i 1 � ►11 NOT TO SCALE NOTE: PLUMBING CONTRACTOR TO COORDINATE UNDERGROUND WASTE SYSTEM WITH THE FOUNDATION CONTRACTOR PRIOR TO CONSTRUCTION REFER TO STRUCTURAL DRAWINGS. PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS. AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. 3" I 4" VTR \ �i —2 " \\ l BT -1 .� WC -1 2" L -1 4 " — 2 „ 2 " 211 HT -1 n \ n � �3�� BT -1 4 WC -1 2" L -1 4" 2" 2- _ 2 „ HT -1 I f 3" ` \ \ WC -2 4" 4" 2" 1-1/2" BT —� ( 2 „ .� L -2 f. " 3 " 4 \ 4" \ \ WC -2 4" 2. -1 -1 /2" BT -2 I J 2" —2 WCC) . (TYPICAL AT EACH GROUP) i CONNECT TO 4" BUILDING' MAIN TOTAL _ -- WASTE PIPE :=D =FU:S = 22� WASTE & VENT' DIAGRAM ' BATHROOM GROUP 14 SCALE: NONE WCO (TYPICAL AT EACH GROUP) CONNECT TO 4" BUILDING MAIN WASTE PIPE TOTAL DFU'S = 4Q I WAS TE & VENT DIAGRAM - BATH GROUP 5 SCALE: NONE 4 ". WCO 4" 3� .— 3" U 2 "FS 6" SEE CIVIL PLAN FOR CONTINUATION. \ YCO 8" RO�p #1g 4" 1 —1 /2" Q 2n \r\ 1 8 " I i' 2 L -4 " 4 i i 1 -1/2 3" - "FD " 1-1/2 VENT UP --- "� 2" L -4 WC 3 WCO 2" THRU ROOF i 2" 1-1 � -4 r 2" I y �, 4" 3" UP TO 2 "FD I GUEST WASHERS 2" 4" 2" WC -3 1 t� 2" 4,13UILDING EXTERIOR 5 � O yco 4" TO GROUP PLUMBING CONTRACTOR TO VERIFY LOCATION OF GREASE INTERCEPTOR WITH OWNER, AND ALL OTHER TRADES. GREASE INTERCEPTOR ' `4" VTR L -1 I \ \ 2 r i 3„ 1 \l WC -1 I 3" 1— i/2 "—� 2" 4» � I L -1 1 4 "WC -1 j, BT -14" 4" 2 " 2" 4" BT -1 T 1 -1/2 "— \ 1 \ L -1 1\ \ 2 3" \ 1 4 WC —1 4 " 1- 1/2 "—� 4 "WC -1 BT -14" 4 " 2" 4" 2 "—�. BT -1 r 1 -1/2 "— \ \ \ 1 2" 3 " I \ l "WC -1 4" 2" 4 4 "WC -1� BT -14" 4 " 2 " 2" 4" U BT -1 T \ I 2" 2" 4" 4" 1 1/2 " 4 „WC -1 BT -14n 4 „ 2 n 4" 2 "4\ BT -1 SIMILAR GROUPS 7,11,15,2,16 Integra Service Group A R C H I T E C T U R E F 11 il m m 302 N. MARKET STREET STUDIO 300 DALLAS,TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 t `1 ! � u SEAL:i�� •.;iq W AI WAr _ ; � r Ark- A EROS J C. irrir_A EL ��........�� 3 ....... CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE! 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE, 700 Main Avenue Fargo, ND 58103 701 -293 -1350 > z am a cr) F_ Jcqj W T i J U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A ll/4/04 CITY/ ADA COMMENTS WASTE ISOMETRICS PROJECT NO: 04042 DATE 10 -14-04 SHEET NO: P=6 Integra Service Group ' I 4" VTR 1 -1/2 "— " 2ff L -1 1 r /3 "3n WC-1 2 11 4" 1 -1 /2" WC -2 ; 11 4" BT -14n L -2 /-2 4" J jBT -2 Z 0 3 ,� -I L" VTR 1 -1/2 "- r BT -1 r 2 L -1 1 � 2" 3" \ ” 2 2n 1 -1/2" WC -1 3" 1 BT -1 f 1 > 1 2" 4" WC -2 � I 4 1-1 4" BT —1 BT -14 L -2 1-1/2 �I » 2 » 4 211 - 2 [ 13T * 2 11 2" 2" 4" C -1 H 4" 1 � 2 »-1 � 4" 2 "Z. WC -1 4' I WC -1 HT -1 4" BT -1 1 -1/2" 2 1f 4" 77 WC -1 2" 4 4" i i WC -2 i n 2" BT 14" 4" L -2 3" � 2" 4" BT -2 2" 4 „ C -1 HT —,1 4 I 2 " % u/n � I IIT A 1 -1/2 L -1 -1/2„ 2" \1 n WC -1 2" 4 4 > i WC -2 L -1 3" 47/ 4" 4"— BT -1 L -2 4" 2" S -1 BT -2 2" WCO (TYPICAL AT EACH GROUP) CONNECT TO 4 . BUILDING MAIN TOTAL DFU'S = 40 I WASTE PIPE WASTE & VENT DIAGRAM - B ATHROOM GROUP 9 SCALE: NONE PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. 4 "- i i 2 i 2 BT -1 4" 4" 1 H 4 " 2 » � i A4 " WC -1 HT -1 2 " L -1 WCO (TYPICAL AT EACH GROUP) CNNECT TO BU ILD NG MAIN 4" WASTE PIPE TOTAL , ==5 WASTE & VENT DIAGRAM - BATHROOM GROUP 1 SCALE: NONE SCALE: NONE 2 f1 2" 2" �4" VTR n . 2" L 3" I �� 4n WC -1 I 3 n �J 1 -1 /2" —� L -1 1 n WC =1 I BT -14" 4 .� 211—�- 3 ,� -I L" VTR 1 BT -1 r 2 L -1 1 � 2" 3" \ ” 2 2n H — „1 C -1I 3 411 I�F 1 2» i WC -1 WC— HT-1 BT -1 4" 4" 2" 4 2» 4'—/ 2 " L -1 � I 4"— BT —1 2" L -1 1-1/2 �I 2" I \ L -1 2 11 2" 2" 4" C -1 H 4" 1 � 2 »-1 � 4" 2 "Z. WC -1 4' I WC -1 HT -1 4" BT -1 4" 4112 i 4" 2 " L -1 i BT -1 2" i�> 2" 3" � L -1 211 » 2 2" 4 „ C -1 HT —,1 4 I 2 " % u/n � I IIT A 4 "- i i 2 i 2 BT -1 4" 4" 1 H 4 " 2 » � i A4 " WC -1 HT -1 2 " L -1 WCO (TYPICAL AT EACH GROUP) CNNECT TO BU ILD NG MAIN 4" WASTE PIPE TOTAL , ==5 WASTE & VENT DIAGRAM - BATHROOM GROUP 1 SCALE: NONE SCALE: NONE 2 f1 2" 2" �4" VTR n . 2" L 3" I �� 4n WC -1 I 3 n �J 1 -1 /2" —� L -1 1 n WC =1 I BT -14" 4 .� 211—�- BT -1 T 1 -1/2 ° ' r� CONNECT INTO GROUP #3 L -1 2" 4 "WC -1 4 " 1-1/2" L -1 n WC =1 BT -14" 4 4" 211 4 " 2" BT -1 WCO (TYPICAL" AT EACH GROUP) .T TO 4" G MAIN TOTAL 'S = 40 PIPE C DIAGRAM - BATHROOM GROUP 1 4 VfR 1 -1/2n 3" 1 S —i S -1 1�> 2 " �I � I � 1 -1 I 2i BT -1 n 3 10 1 BT -1 r 1-1/2" --�� 1 -1 r 2" WC -1 3" 1 4 n 1 -1/2" 4 " WC -1 I BT -14" 4 2» 2 " 4 " � I 4"— BT -1 T 1 -1/2" L -1 1-1/2 � 1 1 � 2" I \ "WC -1 4 4n3n 1-1/2" L -1 4n WC -1 BT -1 4" 2 "Z. BT -1 T 1 -1/2 ° ' r� CONNECT INTO GROUP #3 L -1 2" 4 "WC -1 4 " 1-1/2" L -1 n WC =1 BT -14" 4 4" 211 4 " 2" BT -1 WCO (TYPICAL" AT EACH GROUP) .T TO 4" G MAIN TOTAL 'S = 40 PIPE C DIAGRAM - BATHROOM GROUP 1 4 VfR 1 -1/2n 3" 1 S —i S -1 1�> 2 " �I � I � 1 -1 I 2i BT -1 n 3 10 4" SCALE: NONE BT -1 BT -1 311 1 �4" VTR r i 3„ 1 � 1 3 n 1-1/2" — L -1 1 4nWC -1 4" 211 " 2» 4 BT -1 T I 3" 4 " 4 " -1 ,j, 4" 2" 2" 4" BT -1 I � CONNECT INTO 3" I \ GROUP #1 n 1 -1/2" L -1 1 4 ( � 4 " 4nWC -1 J, 4" 4" 2" 2" BT -1 � 1- 1/2 "—� L -1 _, 431 WC-1 4" 2" 2" 4 --- BT -1 WCO (TYPICAL AT EACH GROUP) CONNCT TO BUILDING MAIN 4" TOTAL D ==2 WASTE PIPE � ' WASTE & VENT DIAGRAM - BATH GROUP 3 SCALE: NONE WCO (TYPICAL AT EACH GROUP) CONNECT TO 4" BUILDING MAIN WASTE PIPE TOTAL DFU'S - 28 WASTE . &VENT DIAGRAM - BATH GROUP 4 ARCHITECTURE 302 N. MARKET STREET . STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 ��ve�0o SEAL: 1 e OF T % %% I i .... . CAMERON C. MERKEL ..........................8 Pg -0 94013 i F � j NAL N Ca.: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: TITLE: WASTE ISOMETRICS PROJECT NO: 040 DATE: 10-14- SHEET NO: P -7 ........... -------- -- ...... . 1 WC -1 4 1 -1 r I� I �> 1/ 2 � I 4"— 1-1/2 2" 3" WC -1 4' L -1 4 1-1/2 S-1 S -1 i�> 2" i 1 4"— i 1 -1/2 2" WC -1 4' L -1 3" 4"— 1 -1/2" S -1 2 " �I 4 " i ( 1 -1/2" 1 2" J WC -1 4 L -1 4 "- 4" SCALE: NONE BT -1 BT -1 311 1 �4" VTR r i 3„ 1 � 1 3 n 1-1/2" — L -1 1 4nWC -1 4" 211 " 2» 4 BT -1 T I 3" 4 " 4 " -1 ,j, 4" 2" 2" 4" BT -1 I � CONNECT INTO 3" I \ GROUP #1 n 1 -1/2" L -1 1 4 ( � 4 " 4nWC -1 J, 4" 4" 2" 2" BT -1 � 1- 1/2 "—� L -1 _, 431 WC-1 4" 2" 2" 4 --- BT -1 WCO (TYPICAL AT EACH GROUP) CONNCT TO BUILDING MAIN 4" TOTAL D ==2 WASTE PIPE � ' WASTE & VENT DIAGRAM - BATH GROUP 3 SCALE: NONE WCO (TYPICAL AT EACH GROUP) CONNECT TO 4" BUILDING MAIN WASTE PIPE TOTAL DFU'S - 28 WASTE . &VENT DIAGRAM - BATH GROUP 4 ARCHITECTURE 302 N. MARKET STREET . STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 ��ve�0o SEAL: 1 e OF T % %% I i .... . CAMERON C. MERKEL ..........................8 Pg -0 94013 i F � j NAL N Ca.: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: TITLE: WASTE ISOMETRICS PROJECT NO: 040 DATE: 10-14- SHEET NO: P -7 ........... -------- -- ...... . is I! ..... . ....... ... , . X/ ............ .. . ......... R i ............ ......... ............ i cK i.ni 1: PROTECTION LINE FROM CITY MAIN. SEE 11 CIVIL FOR CONTINUATION G E ' T 1\1 L /I ............. ...................... ...... ................ .............. 'E H, ............................ ..........._........... f UP TO S P! 1\1 KL. E R ii I GRP #1 ........ ............. . ;1j SHOCK ABSO B �TYPTCIAE S L I V1 NI R.- . + ._. ! ......_.._.. a VALVE� (TYPICAL) - — -------- - - - ---------- i t UP TO HB-1 GRP #2 ............... N 3/4" ......_..... s L-23 L i N. E!' ---------- .. ........ L 0 E SINK ......... fl if . . . ............. UP TO LPn Y GRP #4 ............... . ..... Fr-- D i . ......... . F\/ D i w 1111 i ..... ...... ri 1 45 !WASHER Aj ER11WASHE0, if D ............ ............. ......... .... .......... . .... . ..................... ............... .... ................... .... .............. . ... ... _i_._._........ ... .......... ..... . ... ............ ..... ... ................ . . ... .................. I PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND/OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND/OR ORDINANCES, THE LAWS AND/OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND/OR ORDINANCES. F �n T' I it � I i ! (l � , I , s I � ! i '', � I I I i I , . . . . . . . . . . . . 1111. . . . . . . . . . . . ... . . . . . . . . . . . PREF' ----------------------- _- 1111 - 1 I_.31 •. i - �= ��= ?"�.��_: -_ -�_ V 'S"I'TBULE E 1 1 i .......... L01 --------- . ...................... ... . ....... ---------- ---------- - — - — -- — - — - — - ------ ........... I TIEL.EPHON17 _L s HB-1 y :. ,'i i 3 � i / . ........... 4- ........... ... ... .................... fl- m ...................... .............. . ..... . .... C N R POOL NE-', ftA - _lL _�� - 1 4 ;4.= L :4 Uj\iTS,–X \�j E Q U 1. P '/ UND L-3 L-3 L-3 I --- - - - - - - - -- illlE ................. . .. . .......................... IF : ..._........ t . _ ........ : .......... ....... . ....... ........... ...... . ... . .. .............._I........_. ... I i I i I I � � + _HE?, ........... ... . ........ S A. LF" ji. -3 L-41 L C_ ..... ....... ......................... ......... ......... ............... Of F c 11- L L j 1111 ................ . - - ---- L -�3 ............ j- ...... W_ W ... . . . ............. .............. U .... W6_ ! , W C — CC �3 U P 11" HW SPA nLL ,1; , ROO"' 3 l f r . .... T' . ....... N' 4 .............. ......... LOBBY : I i k, M"'E"NG R"'Olyll 2 1-1/2' CW LINE EWC ....... . .. - -------- POOL FILL LINE m P P, NE .............. IN \., I� jj q 41 ..... ........ ................ .. . ..................... . . ................... r 1 -48 1 11. U i ! ....... .. _V U I FRONT DESK 6 -3 L17 r ! ! ' �I Z IP 717-1 Its .. ......... ...... ...... UP TO jP 101 UP TO It - --- -- UP TO UP TO UP :'N's PLACE ALL SHI-OFF GR #5 GRP #7 GRPi it GRP #11 GRP #13 GRP VALVES IN AC 3 CESSIBLE '1 1 LOCATIONS (TYO. ALL) L-3 -3 L-3 L 1 { I ... . ........... . .......... .............. ......... ...... ............... If . ........... . .. L J, N .......... E! P'V. SLJ N DfRl E S t N I I" E i , I 1 I . I pp — If Q: T P VA L ... ........ .............. .............. . . p n .... ... ........ Z. 3 .............................. :DJ 11. 94 . A- 1 VA p x 4 L3 8 2-1/ L ,1111 2 1 . " 1 1 /2" 2" 2-1/2" .. .......... . . .... . . ............ . . .... ......... ........ . .. ... . .. .. . .... CW W . ........ ... I .... .... . ... .. ... ....... . . .......... . ..... . .... . ..... -y ..... .... .. ............. . . ..... . ............ ... . . ............ ... ..... . ......... N Lt L H HW I I I I I A 2" ............... . . ....... ............ IN _HWRC- cW. _HW TO BANQUET U ............ . ... . ... .......... . ..... . ... ............ F,,VTP;R —HWRC • 7 • i \ I 1 1 i 1 UP j 41 1 1 • L, I M 1 RECEIVING IiEyyC1- . .. . ... . . ........... ..... .... R Fl A T 1 P GRP L m N T E NA 1\ C F F BALANCE LOUNGE. t �p FXIT VALVE L ........................ ........... ._J L18 1 A 1 1/2' fl, 1-1/2' if SINK 4 0 E n t . ......... ... — — — — — — — — — — - • ................. # • I L! I UF I U n UUNU.- GRP UP TO COF UP TO UP TO UP TO .............. .... .... . . .............. I ...... . ............... GRP #6 U J. �� I I i I 1. I I GRP #10 GRP #12 GRP # 2 - 1 . 1 i l ... . .. . ........ SHOCK ` . ._..........._ 3a !� . ........ .... . . . .......... i Ilk Tl ABSORB� RIPLE U L i- t i, OOD EXERC 'E "I INK V F V1. ------ S-2 .771 LLA, - • BALANCIf-l'.0 U i t i ! ; ,� , I Q ALVE j {F TYPICA 0 0-1 iN-V S if , O ! I QI�I I . w.:.:_::::._.d :L: ..: II: 4 . �t , l i / — _— ... C. ... . .. . ... i UNISI"X �T 0 1111. C�4 M 2 ........... V E i 1 . . . ............ 1111 1111 , t ` 0 wc__�3 . ............... I WC-3 rA .. ............ t 1 (! UP TO ............. . ......... ........... ... ........ ........ I (::! i I;I ; a aS: I 1 \ ; ; GUEST . .. --- ----- ----------- ..... ....... / K1 11 r. pp . ............. ......................... ..................... .......... ...... . ..................... .... . ...................... I ......... .......... JUICE ICE WASH ........... �1�,NI F, 1 I WC-3 L-4 L2 i 3l l i ;�_W' i Lj - ........... .4. ............. . .. SIN� ... .......... 9-1 , == J� ........ . ....... . ............................ 11 - S.. I ..... ..... .......... .............. . ....... .... ..... ..... .... ......... ....... .... .. ................. .... ........ . ... ... ................. ... . .. . ...... . . ...... .......................... ............ .... . ....... ......... ..... .............. ... . .............. . .... . ........... . ..................................... .................. ...... . .......... ................ .... ...... . ............ --- --------- . ... ... ........... ..... .... ............. HB-1 SINK SINK I I CONTRACTOR SHALL VERIFY ALL WITH OWNER AND KITCHEN SUPPLIER 4" FROM CITY : �� _ F =,.:,� :... -.> .� 1 , I � `, �, --I i ••• 1111- ' '' I I KITCHEN EQUIPMENT AND LOCATIONS ! SIZE ALL CONNECTIONS AS PER MFG MAIN. SEE CIVIL AND AS PER LOCAL CODE. ............ . .... ..................... .......... ........... . .... . ... . ....... ..... . . FOR CONTINUATION STORAGE TANK----,_ r T CW 'HW & HWRC t SEt THIS SHEET EXPANSION 4L I . ! 1 : j 1_5 ' - j ( TERRACE TANK (TYPICAL) FOR CONTINUATION P WATER EATER------ TYPICAL A - WH-1 � j Nj -1 I x 4. I i t /-� A 'TRIl E( L - H - T il FIRST FLOOR WATER PLAN SCALE: 1/8" = l'—O". NOTE: FOR PIPE SIZES SEE ISOMETRIC DRAWING s l ! C 4 CONC. PAD-- (TYPICAL) .... . ....... . ............ . ......................... N OT E : IRRIGATION FOR COMPLETE PIPING & VALVING LINE SEE SCHEMATIC SHEET P-13. 2 WATER HEATER ROOM PLAN SCALE: 1/4" = 1'-0" ..................... !) Ids it WATER METER, LOCATE it i �, I AS PER STATE AND LOCAL CODES. lH ----- - ---- FLOOR AND FOUNDATION SLEEVE -SIZE AND MATERIAL TO BE REVIEWED \�� ,i 26 AND APPROVED BY OWNER 4" FROM CITY MAIN. SEE CIVIL FOR CONTINUATION Inte Se r v i c e Grou 1 ARCH ITEC7 ;_; 1 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: L,. .. ..... I . . ........ I ........... 0_0% 0,4013 'ONAI CONSULTANTS: STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE: 700 Main Avenue Fargo, ND 68103 701-293-1350 MEP LIGHTOWLER JOHNSON ASSOCIATE: 700 Main Avenue Fargo, ND 58103 701-293-1350 • .......... --------------- ................ ..... . ....... .. . .. . ............. . .. . ..... . . T . .......... ..... . ... ............ . ... . .... - — -------- ............................._..........1111_ ..... . ........... ......... ...... — U ... .. ............. is I! ..... . ....... ... , . X/ ............ .. . ......... R i ............ ......... ............ i cK i.ni 1: PROTECTION LINE FROM CITY MAIN. SEE 11 CIVIL FOR CONTINUATION G E ' T 1\1 L /I ............. ...................... ...... ................ .............. 'E H, ............................ ..........._........... f UP TO S P! 1\1 KL. E R ii I GRP #1 ........ ............. . ;1j SHOCK ABSO B �TYPTCIAE S L I V1 NI R.- . + ._. ! ......_.._.. a VALVE� (TYPICAL) - — -------- - - - ---------- i t UP TO HB-1 GRP #2 ............... N 3/4" ......_..... s L-23 L i N. E!' ---------- .. ........ L 0 E SINK ......... fl if . . . ............. UP TO LPn Y GRP #4 ............... . ..... Fr-- D i . ......... . F\/ D i w 1111 i ..... ...... ri 1 45 !WASHER Aj ER11WASHE0, if D ............ ............. ......... .... .......... . .... . ..................... ............... .... ................... .... .............. . ... ... _i_._._........ ... .......... ..... . ... ............ ..... ... ................ . . ... .................. I PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND/OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND/OR ORDINANCES, THE LAWS AND/OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND/OR ORDINANCES. F �n T' I it � I i ! (l � , I , s I � ! i '', � I I I i I , . . . . . . . . . . . . 1111. . . . . . . . . . . . ... . . . . . . . . . . . PREF' ----------------------- _- 1111 - 1 I_.31 •. i - �= ��= ?"�.��_: -_ -�_ V 'S"I'TBULE E 1 1 i .......... L01 --------- . ...................... ... . ....... ---------- ---------- - — - — -- — - — - — - ------ ........... I TIEL.EPHON17 _L s HB-1 y :. ,'i i 3 � i / . ........... 4- ........... ... ... .................... fl- m ...................... .............. . ..... . .... C N R POOL NE-', ftA - _lL _�� - 1 4 ;4.= L :4 Uj\iTS,–X \�j E Q U 1. P '/ UND L-3 L-3 L-3 I --- - - - - - - - -- illlE ................. . .. . .......................... IF : ..._........ t . _ ........ : .......... ....... . ....... ........... ...... . ... . .. .............._I........_. ... I i I i I I � � + _HE?, ........... ... . ........ S A. LF" ji. -3 L-41 L C_ ..... ....... ......................... ......... ......... ............... Of F c 11- L L j 1111 ................ . - - ---- L -�3 ............ j- ...... W_ W ... . . . ............. .............. U .... W6_ ! , W C — CC �3 U P 11" HW SPA nLL ,1; , ROO"' 3 l f r . .... T' . ....... N' 4 .............. ......... LOBBY : I i k, M"'E"NG R"'Olyll 2 1-1/2' CW LINE EWC ....... . .. - -------- POOL FILL LINE m P P, NE .............. IN \., I� jj q 41 ..... ........ ................ .. . ..................... . . ................... r 1 -48 1 11. U i ! ....... .. _V U I FRONT DESK 6 -3 L17 r ! ! ' �I Z IP 717-1 Its .. ......... ...... ...... UP TO jP 101 UP TO It - --- -- UP TO UP TO UP :'N's PLACE ALL SHI-OFF GR #5 GRP #7 GRPi it GRP #11 GRP #13 GRP VALVES IN AC 3 CESSIBLE '1 1 LOCATIONS (TYO. ALL) L-3 -3 L-3 L 1 { I ... . ........... . .......... .............. ......... ...... ............... If . ........... . .. L J, N .......... E! P'V. SLJ N DfRl E S t N I I" E i , I 1 I . I pp — If Q: T P VA L ... ........ .............. .............. . . p n .... ... ........ Z. 3 .............................. :DJ 11. 94 . A- 1 VA p x 4 L3 8 2-1/ L ,1111 2 1 . " 1 1 /2" 2" 2-1/2" .. .......... . . .... . . ............ . . .... ......... ........ . .. ... . .. .. . .... CW W . ........ ... I .... .... . ... .. ... ....... . . .......... . ..... . .... . ..... -y ..... .... .. ............. . . ..... . ............ ... . . ............ ... ..... . ......... N Lt L H HW I I I I I A 2" ............... . . ....... ............ IN _HWRC- cW. _HW TO BANQUET U ............ . ... . ... .......... . ..... . ... ............ F,,VTP;R —HWRC • 7 • i \ I 1 1 i 1 UP j 41 1 1 • L, I M 1 RECEIVING IiEyyC1- . .. . ... . . ........... ..... .... R Fl A T 1 P GRP L m N T E NA 1\ C F F BALANCE LOUNGE. t �p FXIT VALVE L ........................ ........... ._J L18 1 A 1 1/2' fl, 1-1/2' if SINK 4 0 E n t . ......... ... — — — — — — — — — — - • ................. # • I L! I UF I U n UUNU.- GRP UP TO COF UP TO UP TO UP TO .............. .... .... . . .............. I ...... . ............... GRP #6 U J. �� I I i I 1. I I GRP #10 GRP #12 GRP # 2 - 1 . 1 i l ... . .. . ........ SHOCK ` . ._..........._ 3a !� . ........ .... . . . .......... i Ilk Tl ABSORB� RIPLE U L i- t i, OOD EXERC 'E "I INK V F V1. ------ S-2 .771 LLA, - • BALANCIf-l'.0 U i t i ! ; ,� , I Q ALVE j {F TYPICA 0 0-1 iN-V S if , O ! I QI�I I . w.:.:_::::._.d :L: ..: II: 4 . �t , l i / — _— ... C. ... . .. . ... i UNISI"X �T 0 1111. C�4 M 2 ........... V E i 1 . . . ............ 1111 1111 , t ` 0 wc__�3 . ............... I WC-3 rA .. ............ t 1 (! UP TO ............. . ......... ........... ... ........ ........ I (::! i I;I ; a aS: I 1 \ ; ; GUEST . .. --- ----- ----------- ..... ....... / K1 11 r. pp . ............. ......................... ..................... .......... ...... . ..................... .... . ...................... I ......... .......... JUICE ICE WASH ........... �1�,NI F, 1 I WC-3 L-4 L2 i 3l l i ;�_W' i Lj - ........... .4. ............. . .. SIN� ... .......... 9-1 , == J� ........ . ....... . ............................ 11 - S.. I ..... ..... .......... .............. . ....... .... ..... ..... .... ......... ....... .... .. ................. .... ........ . ... ... ................. ... . .. . ...... . . ...... .......................... ............ .... . ....... ......... ..... .............. ... . .............. . .... . ........... . ..................................... .................. ...... . .......... ................ .... ...... . ............ --- --------- . ... ... ........... ..... .... ............. HB-1 SINK SINK I I CONTRACTOR SHALL VERIFY ALL WITH OWNER AND KITCHEN SUPPLIER 4" FROM CITY : �� _ F =,.:,� :... -.> .� 1 , I � `, �, --I i ••• 1111- ' '' I I KITCHEN EQUIPMENT AND LOCATIONS ! SIZE ALL CONNECTIONS AS PER MFG MAIN. SEE CIVIL AND AS PER LOCAL CODE. ............ . .... ..................... .......... ........... . .... . ... . ....... ..... . . FOR CONTINUATION STORAGE TANK----,_ r T CW 'HW & HWRC t SEt THIS SHEET EXPANSION 4L I . ! 1 : j 1_5 ' - j ( TERRACE TANK (TYPICAL) FOR CONTINUATION P WATER EATER------ TYPICAL A - WH-1 � j Nj -1 I x 4. I i t /-� A 'TRIl E( L - H - T il FIRST FLOOR WATER PLAN SCALE: 1/8" = l'—O". NOTE: FOR PIPE SIZES SEE ISOMETRIC DRAWING s l ! C 4 CONC. PAD-- (TYPICAL) .... . ....... . ............ . ......................... N OT E : IRRIGATION FOR COMPLETE PIPING & VALVING LINE SEE SCHEMATIC SHEET P-13. 2 WATER HEATER ROOM PLAN SCALE: 1/4" = 1'-0" ..................... !) Ids it WATER METER, LOCATE it i �, I AS PER STATE AND LOCAL CODES. lH ----- - ---- FLOOR AND FOUNDATION SLEEVE -SIZE AND MATERIAL TO BE REVIEWED \�� ,i 26 AND APPROVED BY OWNER 4" FROM CITY MAIN. SEE CIVIL FOR CONTINUATION Inte Se r v i c e Grou 1 ARCH ITEC7 ;_; 1 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: L,. .. ..... I . . ........ I ........... 0_0% 0,4013 'ONAI CONSULTANTS: STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE: 700 Main Avenue Fargo, ND 68103 701-293-1350 MEP LIGHTOWLER JOHNSON ASSOCIATE: 700 Main Avenue Fargo, ND 58103 701-293-1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A 11/4/04 CITY/ADA COMMENTS • ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A 11/4/04 CITY/ADA COMMENTS � L � � Integra Service Group ARCH I T E C T U RE 302 N. MARKET STREET STUDIO 300 DALLAS,TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: "p�� OF v .......... MERKEL : ,f .� /CAMERON C. 10 t .... .............................,o 94013 ZONAL e CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701- 293 -1350 a� Q cl) U) �s W o z U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS ` 1 REVISIONS: SE COND FLOO WATER PLAN PROJECT NO: 040 DATE 10 -14 -( SHEET NO: PM9 .... .................... .... ................... .... ................ � I, Integra Service Group A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: OF T 7 ....... ... .... .... .............. .! i CAMERON C. MERKEL p ..: ............................... { 94013 t��p•�, ��CE,NS�O.\�tiw�� CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue. Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 a= Q cl) JC)d w T i I I ! i i i ! i i i I I I i i ; I ! t j I I l I i I I I I 1 i ; i .... .................... .... ................... .... ................ � I, Integra Service Group A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: OF T 7 ....... ... .... .... .............. .! i CAMERON C. MERKEL p ..: ............................... { 94013 t��p•�, ��CE,NS�O.\�tiw�� CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue. Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS _1 REVISIONS: THIRD FLOOR WATER PLAN PROJECT NO 0404 DATE 10 -14-0 SHEET NO: Pml 0 a= Q cl) JC)d w T i J 0. U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS _1 REVISIONS: THIRD FLOOR WATER PLAN PROJECT NO 0404 DATE 10 -14-0 SHEET NO: Pml 0 Integra Service group ` L� r .... .................... .... ...... . ................ ............. _. I,I A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: /L•• ~o. OF CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 -293 -1350 a� o cl) D i '• I ! I i t I i f i ! f I I i ` L� r .... .................... .... ...... . ................ ............. _. I,I A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: /L•• ~o. OF CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 -293 -1350 a� o cl) D F- J O ad W -� T i J U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: I ; I i I 1 PLUMBING & MECHANICAL ORDINANCES: THIS . DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. FOURTH FLOOR WATER PLAN SCALE: 1/8" = 1' -0 ". I nt eg ra S o r v i c e Oro u p i � N iii I E ) tj F �;; I I ......................... ............................ i � N iii �;; - - - - - - - - - - - _ __ _ 111mmi . ARCH ITECTU RE 302 N. MARKET STREET STUDIO 300 DALLAS, TE XAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: OF T�c ,' 94013 ce 7 0NAL / 0 s CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701-293-1350 MEP LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701-293-1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND/OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND/OR ORDINANCES, THE LAWS AND/OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND/OR ORDINANCES. � FIFTH FLOOR WATER PLAN SCALE: 1/8" = l'—O" K - - - - - - - - - - - .... ..... --- ............... �M** * ........... ..... . ..................... .. . . ........... .... .................... .. ......... .. .... ........... .......... i;. ............... . I Integra Service /Group \ <HB- I ` ` L -3 WC -3 3/4" ` \ �jt ♦ ` (�� I 1-1/2" \ \ To l �y i `♦ L -3 , / ' /' �� °olio 1/2 `\ /�. /� 1 -1/2" - ." . \\ o L -3 / �� 1 -1 /2" I 1 SPA FILL ~ \ ` 3/4 x �' LINE �\ 1-1/2" POOL FILL 3 / 4 " WC -3 ds, „WC -3 LINE 1/2" \ \ 3/4 1" /� I WC -3 „W - 3 T ° c 1 - 1 2" EWC - 1 / 3 \� �/ WC -3 - „ UR -1� ' �i // / 3/4" 1 -1/2 WC -3 " UR -1 " 1/2" � /"�� \`� "�i FAI 1 2" i L- 1 -1/2" �. I L- " >> 2 PVC -. 1" \ 2 �l L -3 J �o ♦ \ \ �/" TO 2 -1/2" op \ _ / \ ♦ � ` \ � ' ��. , / \ 2 `\ .01 \ \o / // .. L , / I SINK I i 1/2" 2-1/2 �' \. . / i / SINK 1/2" '/ 3/4 BALANCE / ..01 / / o�� " ♦ 3/� X" / / / 1 /2" , ' I I / / " 1 /2 SIN 1 / VALVE �. _ 8 / 2 '� COEE 1 /2" 2 \ I I 2 1 /2 / � FF C " / �I ol tDIS14 WAS�� ' / 3/4" ` ` SINK \ .S •' / \ 3/4" BOOSTER' / 3/4" 2" / 3" HEATER, \ TEA \ 2 // LAN :" MS -1 / 1-1/2' /, `: \ \ J SINK S` 1 -1/2" . \ Via' \\\ � \\ 200 GALLON I WATER I WATER THIS POINT AND BEYOND STORAGE HEATER HEATER BY FIRE PROTECTION CONTRACTOR TANK WH -1 WH -1 I P PIPE AND VALVE UP TO THIS POINT ``\ 1/2" ` \\�\ 3/4" TRIPLE " \ \` \ „. �\ SINK �\ 3/4 " '�i T °�, 1 "-�� ♦� \\ 3/4 1 „� 3/4 ,��' 1/2':: SINK I I 3/4" �.�/ HB -1 SHOCK 1 / 2" ` ` ' ` / / / 1 HOT !AND COLD ; WATER ISOMETRIC ABSORBERS_ i 1 3/4 PIS-2 - (TYP) 3/4" /� °Go (-1/2 `� 1 1/4 " " SINK 1/2 SCALE: NONE \ WASHER FOR CONTINUATION TO 'L'.� // 1/2 I SINK �) BALANCE �,/ 1/2" _ , MECHANICAL ROOM SEE Y VALVE ` 3/4 SINK " SCHEMATIC ON THIS SHEET. � �l J ' � J \ \ *W AS HER WC -3� I 3 /4„ HB -1 � AQUASTAT CONTROLLER (TO RECIRC PUMP (P -1) 3/4" STOP PUMP WHEN RECIRC SHER TEMP. RISES ABOVE 115'F) BACKFLOW PREVENTER 3 4 / ,> — "' BACKFLOW r— ._---- ►---- 8�-- - - - - -- - ---I . PREVENTER 1 -1/2" I 1 -1/2" I 1 -1/2" I 1 - 1/2" i 2 t t i I i ( 3/4 " 3" 3„ WASHER I - - - - - - - - - - —� i �---- - - --t7 �` -- -- G�- -- -- -- -- ( „ 3 „ 3/4" HWRC m 2 " 2" 4 " 3 CW - I I „ 5 — . - ( - I 2" 2" I - I i i 1 -1/2 ' 115'F 3" HW I I J O w w PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS .AND /OR ORDINANCES .GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. WATER HEATER WH -1 WATER HEATER WH -1 1 -1/2" 3 4" ♦ L f J ' 3/4" 1/2" i HB -1 1" WC -3 L -3 UP TO GUEST WASHERS. SEE DETAIL 4 THIS SHEET WASHER ICE AT 4TH 1/2 " MACH FLOOR 3/4" I ICE I I 1/2' MACH 3 / 4 1/2 4" " / I i FILTER I AT I MACH FLOOR WASHER AT 2ND ICE FLOOR MACH 3/4" I i GUEST LAUNDRY AND ICE MACHINE ISOMETRIC SCALE: NONE IRRIGATION METER (IF REQUIRED) - M PRESSURE REDUCING I VALVE, SET AT 79 PSI , I BACKFLOW PREVENTER i PRV BY -PASS VALVE I METER -� " 4" PIPE SUPPORT --- FLANGE 1 FT ABOVE -" FIRE PROTECTION FROM FLOOR AND FOUNDATION SLEEVE 5 GALLON EXPANSION 1 -1/2" WATER HEATER 4" CONCRETE PAD FINISHED FLOOR CITY MAIN. SEE CIVIL SIZE TWO PIPE DIAMETERS LARGER TANK (TYPICAL) CONNECTION (TYP) THAN WATER PIPE DIAMETER FLOOR AND FOUNDATION SLEEV FOR CONTINUATION MATERIAL TO BE VERIFIED W/ OWNER SIZE TWO PIPE DIAMETERS LARGER THAN WATER PIPE DIAMETER FIRE PROTECTION SCHEMATIC � : WATER HEATER SCHEMATIC MATERIAL TO BE VERIFIED W/ OWNER SCALE: NONE ;SCALE: NONE NOTE: NOTES: THE FIRE SUPPRESSION SYSTEM FOR THIS PROJECT WILL BE BY OTHERS. 1. PLUMBING CONTRACTOR SHALL BALANCE WATER HEATERS AFTER INSTALLATION. ENGINEERED DRAWINGS WILL BE SUBMITTED BY FIRE SUPPRESSION SYSTEM 2. ALL WATER LINES SHALL BE ABOVE /BEHIND WATER HEATERS TO ALLOW CONTRACTOR. REMOVAL OF UNITS. 3. CONDENSATE LINE OFF GAS BURNERS SHALL BE RUN TO NEAREST FLOOR DRAIN. 4. CONTRACTOR TO VERIFY WITH OWNER TO USE ONE METER OR TWO BASED. ON THE METERING COSTS OF THE CITY WATER DEPARTMENT. 4" FROM CITY MAIN. SEE CIVIL FOR CONTINUATION J 0 Uj w IRRIGATION SYSTEM - BY OTHERS 0� S I G A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL:��P` RMERON C. �lEi� cl CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 a� o Ad AdQk J �S W T i J � U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: Q 11/4/04 CITY /ADA,COMMENTS TITLE: PROJECT NO 0404: DATE 10 -14 -01 SHEET NO: SINK 1/2" , SINK 1/2" i / I 1 / .' �� L - "/ BT -1 » i i 1/2" i I 1/2 L - 1 1/2 i WC -1 � ` 1 , 1 /2" , " \ � i WC -1 �. I ` 1/2' 1 r� - �,�J ,) i 1 2„ \ V 1 1 1 /2 �., p� 1 " , i BT -1 1/2 i BT-� / i I BT -1 „ i » - 1 1 ( I � 1 1 i � 1`, 1 /2„ '' 3/4 WC L -1 1 �- 3/4 L - -1 WC -1 r _ r � BT -1 3/4" / i SINK 3/4 » 3/4» BT 3 4 1/2 1 (It / 1_ " _ i K "WC -1 I / I i 1/2 SIN 1 I L 1r 1/2 I I 1 r I � I 1/2 ,/ L -1 / 3/4» L -1 1/2 I 1 / 3/4" I .'f / 3/4 I y 1 1 I ` 1/2 1 1 2" WC -1 1 1 2° L -1 » 1 i I I I WC -1 / BT -1 1 1 /2 / 1/2 BT -1 1 i 1/2" " 41 gT -1' 1" I I I I " . <3/4 WC - " </4" L -1 WC -1 ( I WC -1 3/4 3/ " I 1/2 r _ L -1 1 1 2 1 I BT 1 I , / r�T -1 1/2 I SINK „, I I " I 3 / 4 " WC -1 I I » I I 1/2 ( i 12 » 4 BT-1 3 1 4 3 L -1 SINK 1 / 2 � ( / � 3 /4" JJ — 1 " ' " / . / / \ L 1 ( 1 2 p i l l 1 / I I 1 1 /2 / 1/2" 3/4" WC -1 1/2" 1 I WC -1 i ` _ " 1 �i/ BT —1 I L 1 1/2 r, " , 11/Z BT -1 , 1 i 1 1 /2 1 1 I ( I I 1 I / 2 I _ it I 1 11, 1 1 I BT 1 1 1 4 » WC 1 " <3" WC -1 i r 1 1/2 r / L -1 1/2 r -T -1 L -1 ( SINK WC —' �' » 3/4 ". 1" , I " BT 1 , I ( » " I 3/4 1 /2 1/2 1 1 1 1/2" I 1 —1 SINK WC —1 1 1 » 1 L 1 2" I I . 1 �, i t / 1 I " LL L -1 1 1 �- 3 4 ( \ I L -1 I I 1/2 » » BT -1 3 4" / 1 / I -Al 1/2 I I ` 1 /2 1 /2 » 3 » I I ( WC -1 1/2 WC -1 1/2 BT -1 1/2 Imo/' i I `-1 2 \ '�/' �l >�. „ `-1 BT -1 / I 12 _ " - I I h / 1 BT -1 1 1 1 1 /4 I I r. 4 WC 1 " <3/4" WC-1 » I i I ( I 1 / r /» 1 » I 1 � 1 BT- 1 I 1 � � 3/4 L -11 I I C 1 1 » . 1 -1/2" I I BT -1 ' 1_1/4» I 1-1 /2 I / ��- 3/4 1 3/4" 1 /2„ 1 ( I //�' ' 'f ! / / / FOR COOT NU 3 0 / 1 I I � ATIN » �\` 1/211 1 -1/2" 1 -1/2 , I � 1 1/4 i I � 1 » 1 -1/2" � /" 1 -1 4 1 -1/2„ J 1-1/4 1-1 ,x i 1 -1 /4» 1/2" � � ` \ 1-1/4' srlTj 28.8 SFU as CWFU 21.6 �. CWFU 21.6 � _ HWFU 12.00 ��, '1 34.4 12.00 y� DOMESTIC WATER PIPING GROUP 5 c � � 16.0 DOMES WATER PIPING SCALE: NONE PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. SIMILAR GROUPS 7,11,15,16,2 SCALE: NONE DOMESTIC WATER PIPING GROUP 6 SCALE: NONE SIMILAR GROUPS 8,10,12 1 SINK SINK 1/2" i 1/2" '.01 � 4 BT -1 I 3/4 " -� 1 i 1/2" ' "<3/4" I ,> WC -1 � 3/4" y SINK /2 » LL 3/4» 1/2" I I SINK 1/2" I 1/2 1 1/2 BT -1 I ( 3/411 � I ' 1/2 1 /2' I , I 1 /211 ( 3/41) 1 i WC - 1 1 L -1i I SINK " 3/4„ 1/2" i i i i SINK 1/2' i t 1/2 » 1 / 2 "BT -1 3/4" r 1 1 /2 "' 1 /2" -� I ' �3/4" i 3 / 4 „ WC - / I 1 » L -1 I SINK » I i 1 1/2 1/2" I I I SINK 1/2" » I 1 /2 1 / » BT -1 I 3/4 „ ' A 1/2” 1 , 1/2 "o/ I I ' <3/4-1 1 L -11 I i 1 /2" 1/2" I I 1 i I t � / 1/2 \ .< 1 -1/4 SFU 20.0 CWFU 14.8 ��- HWFU 10.0 DOMESTIC WATER PIPING GROUP 4 SCALE: NONE Integra Service Group []I A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: ..� E;0F.?z- ,�t1 . .CAMERON C. MERKEL .................... 0..........� 94013 :00 �N CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: TITLE: l � � 302 N. MARKET STREET STUDIO 300 DALLAS,TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 ............. CAMERON C. MERKEL ........................ .� ;•o: 94013 . ,i 'I L r I / 1/2" I n 1 r WC -1 '(� ' ' y /12" WC-2 1 / / I 4 ,> HT -1 B T — 3/4„ I n 3/4» I „ � BT -2 1/2" • I 1/2" 1 /2 " 1 / t' (� I i HT -1 I/ \ L -2 2" BT -1 I 3/4 n WC -1 1 n I / r► , 1 1 2» t I t 1 1/2" , HT -1 - / I /4" I 3/4 I r I I WC -1 BT -1 1 / WC -2 I 3/4 Y3/ n i �3 / 4" BT —1 WC - 1 4 1 /2» 1 /2" BT -2 3/4„ I I I / r t I t 1 i I t r 3/4 ,) � L I T— WC -1 HT -1 , 1 1 „ t 1 I 1 „ L -1 t 1 I \) B 1 I 3/ 401 I 1 n I 1 /2 ” t ` L ( n t HT -1 ” 1/2 , I I 1 / 2 3/4 n t t� 1" I ' l ot I t t - 1 3/4 � I/ WC -1 BT -1 L -1 �— 3/4 „ 1 I WC - 1 / r I I I I 1 ,> I I y , 1 2” � 1 /2„ t i 1 t I I ( 1/2 „ 1 BT -1 ” 1 / WC -2 HT -1 I t I / t( '� 3 / 4 BT -1 I I I i � t I n r I n L -1 t, ,> 1 , I " NT -1 ( ROLL —IN I . - t 1 2 t I - 1 I i t I I3 4" 1 I I SHOWER L -1 i 3/4 t I t � .` n 1 - i L -2 ' t' 1 /2n WC -1 t 3/4 .1 I/ •' L -1 /� 3/4 .� 1„ 1/2n\ t \ i t f i t I BT -1 i n 1/2" 1 1/2 " ( i / We -11 t BT -1 I I WC -1 3/4 " W „ I „ L -1 I 1 1 BT -1 , C -2 1 I I I I " i 1 � 1 t 2 I / / \ I " t 3/4 ROLL —IN •' 1 „ t t (/ / 1 °° I I 1 „ I SHOWER f i 1 I � 1” ,2 " i SEE GROUP #1 1-1/4 FOR CONTINUATION 1 -1/4 > I 4" I � � 1 -1 / 1 -1/4" Y I I 1 I ' / ' • 1- 1-1/4" J 1 -1/4" I . S-1 f� / < /2" -9-11 <1 J /2 " � < 1 IN, � �� 8`.1 40.00 `� CWFU 29.6 <1 � FU 28.8 HWFU 20.00 \tip \\s. y�� CWFU 21.6 HWFU 12.00 DOMESTIC WATER PIPING GROUP 13 SCALE: NONE D OMESTIC WATER PIPING GROUP 9 SCALE: NONE / it / 1/2 1 /2 „ WC -1 (� 1 BT -1 I I 3/4" ' �I t 1/2" 1/2 I � 3/4" i L -1 I 1 ^ \ I t 1/2 1 I ' I BT -1 „ „ t I ( 3/4» I 3/4 3 3/4" // -� 3/4 , i L -1 t 1 � 1 /2» I \ I 1" 1/2 WC -1 BT 1 ` I 1/2" WC -1 ISF. CWFU BT -1 HWFU 1" 1/2" J L -1 J 14.4 10.8 6.00 SCALE: NONE / I / BT —1 �/ ' \ 1 � I t 3/4 3/4 ` 1 /2" lo, HT-1 3 /» 4 ' I 1— 3/4„ ( WC -1 I 3/4" ( I BT -1 \ - „ 3/4 L -1 I n 3/4 „ �W >` 1 /2 HT -1 r 3/4 - „I i 3 r I �' /+ 3 / 4 ( t t We-1 I � 1 „ I 3/4» / 1 t - I BT -2 3/4” 3/4 1' .01 WC -2 t 3/4» I II • \� - ' t \ II I 1/2" BT -2 3/4 - I n r r 3 / 4 -— 3/4" i , , 1-1/4" WC -2 i 3/4» / J / L -2 \ t\ 1/2" 1-1/4 \\y�� IS'U 1.9.8 CWFU 11.8 HWFU 7.00 DOMESTIC WATER PIPING GROUP 1 SCALE: NONE CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701- 293 -1350 0 R U) Uj T� 1 z 0 F W J J 0 0 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT 9 ii Iii CONSTRUCTION DOCUMENTS REVISIONS: PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH. LAWS AND /OR ORDINANCES, THE LAWS - AND/OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. i I 10 -14 -C CONSULTANTS: Integra Service Group [ E—:2 MAU -2 0 0 I ! I � I I � :........................... _ ............ 0 ROOF GAS PLAN SCALE: NONE MAU -1 i i 1 i C I ; i i RTU -1 6 ; OUTLET EQUIPMENT CFH 1 WATER HEATER 1 199 2 WATER HEATER 1 199 3 WATER HEATER 1 199 4 WATER HEATER 1 199 5 MAU -3 300 6 CHAR BROILER 87 7 GRIDDLE 83 8 CHEESE MELTER 30 9 RANGE /OVEN 186 10 FRYER 122 11 DRYER 150 12 DRYER 150 13 DRYER 150 14 MAU -2 250 15 RTU -2 250 16 MAU -1 200 17 RTU -1 250 GAS LINE SIZING SC A. HEAT VALUE OF NAT GAS= 000 BTU PER CUBIC FOO : ALTITUDE CORRECTION O' D C. GAS FL O• 000 BTU L�QIE 000 PR ESSURE D. GAS TRANSMISSION DO WNSTREAM OF METER 2 PSI DISTRIBUTION PIPE SIZING - 2000 INTERNATIONAL FUEL GAS CODE OUTLETS O SERVICED U UBM m©©©©©m MENEM ' ® =MN magnum mmmmmMZ0M ORRE ®SIN 0 0 ME©©©M_M IN mommm©©©©©©© FINE IN MOMMEMM M©©©© EOM=MM ��MMENNE Mo©© ©t a ®AIM �momomm MEN©© MURE URN�Ml MEMO moomm MINE =OM No MMEEMN Emom MURE ��NM ■ © © ©�mommom NONE r�1MINE UBMWEN WON AWE MMEMMEMEME MOMMM OR RE mommo©m NONE S 0010MMURE No MEMOMME �=MM mommmomm Flafflim MOMMEMMEME HUM NOMMENOM +� ■ ��MOMMEMEME OMM©MMER �=MRMI TOT. CFH = 3053 31 ARCH I T E C T U RE 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 ;. (E OF SEAL: �,��;..• ............................ ..J o CAMERON C. MERKEL �.. O f 94013 .. go � /° G � CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE" 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 Q� o D F- JC45 w O U Em GAS PRESSURE - REGULATOR SHUT OFF VALVE "4S APPLIANCE s� 10 12 ,� Y ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: i TITLE: r WAMIL ■ AR ul PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. DRIP LEG NOTES: 1. PROVIDE PRESSURE REGULATORS FOR ALL GAS APPLIANCES. GAS PIPING CONNECTION DET SCALE: NONE. VENT GAS PRESSURE REGULATOR TO NEAREST OUTSIDE WALL. SCALE: NONE SEAL BUILDING. PENETRATION AIR AND WATER TIGHT. 2" GAS METER 8e VALVING BY UTILITY. DOWNSTREAM PRESSURE OF 2 P.S.I. PROVIDE 3053, CFH. MECHANICAL CONTRACTOR TO PAY COST CONTRACTOR SHALL VERIFY ALL KITCHEN EQUIPMENT AND LOCATIONS WITH OWNER AND KITCHEN SUPPLIER. SIZE ALL CONNECTIONS AS PER MFG. AND AS PER LOCAL CODE. PROJECT NO: 04 DATE: 10 -14 -C SHEET NO: P -16 kxtmo i Lti.il SCALE: NONE CONTRACTOR SHALL VERIFY ALL KITCHEN EQUIPMENT AND LOCATIONS WITH OWNER AND KITCHEN SUPPLIER. SIZE ALL CONNECTIONS AS PER MFG. AND AS PER LOCAL CODE. AO SMITH CONCENTRIC VENT TERMINATION KIT - NO. 194451 -000 OR EQUAL. SEE DETAIL THIS SHEET. 3" PVC OR MANUFACTURE'S EXTERIOR WALL RECOMMENDED VENTING MATERIAL -�- VENT RUBBER COUPLING TO CONNECT PVC 3" PVC- 1-1/2" HW \ WATER HEATER VALVE DIELECTRIC UNION CLEANOUT --� `J ,d 1 -1/2" CW VALVE 3/4" GAS GAS COCK 6" DRIP LEG P &T RELIEF VALVE PIPED FULL SIZE TO 6" ABOVE FLOOR MUFFLER (OFCI) VERIFY W/ OWNER • 3" PVC OR MANUFACTURE'S RECOMMENDED VENTING MATERIAL CONCRETE RUBBER COUPLING TO CONNECT PVC DRAIN 3/4" 3 /4 PTAC REDUCE TO FIT PAN (TYP) PTAC 3/4 „ 3/4 TAC REDUCE TO SHUT OFF VALVE FIT PAN (TYP) PTAC �- " 3/4 „ 3/ PTAC VENT PTAC PIPE REDUCE TO �{ 1 " FIT PAN (TYP) � I 3/4 PTAC REDUCE TO FIT PAN (TYP) TRAP PRIMER AND P -TRAP TO FIXTURE FIRST FLOOR WASTE PIPING PTAC CONDENSATE 2 PVC DRAIN LINE SCALE: NONE NOTE: PLACE WATER CONNECTIONS AWAY FROM COMBUSTION AIR DUCTWORK. 1 WATER HEATER DETAIL SCALE: NONE 6' -0" (VERIFY) 4'-6 1' -0" VERIFY WASHER LOCATION CONrIRM'W /.,OWNER, =LAYOUT <FOR. " IMBEDDED'. ANCf�.OR: B�JLTS., FOR :FEIE` :- LLJ COhAMRCIRI : WASI I1NG, MAGEIIN,S .� : . " 'Pbl1R:.WASFIE + PAD .SEPARA ' ;FROM `FLbOR`..SI16,::.:.:'': 6" PROVIDE LINT INTERCEPTOR :RI #5 RE -BAR WASHER PAD W / TRENCH DRAIN SCALE: NONE 24" CAST IRON FRAME & COVER WITH GASKET (GASTIGHT) STANDARD AS REQUIRED 4" INLET & OUTLET 2432 -03 RISER -3" PIPE AND VARIABLE �' 2432 -06 RISER -6" FITTINGS, 17" MIN. I--24.--) STANDARD INVERT 4 �. INVERT ,- INLET OUTLET e ._ p . 5' -0" H 1 SIDE VIEW CUTAWAY" 5' -9" WATER METER PIPING DETAIL SCALE: NONE 90' ELBOW (TYP.) TO BUILDING SUPPLY BYPASS PIPING COUPLING °, BYPASS PIPING BYPASS VALVE REDUCING TEE 0 SPOOL PIECE ADAPTER METER -� VALVE (TYP.) REDUCING TEE TO CITY SERVICE LIQUID CAPACITY: 1200 GALLONS. BOX DESIGN LOAD: H -20 TRAFFIC FROM 1' TO 6' OF SOIL COVER. FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. APPROVED EQUAL AMERICAN INDUSTRIAL PRECAST TOP VIEW (COVERS REMOVED) (7 GREASE INTERCEPTOR DETAIL SCALE: NONE AUTOMATIC TOAD DDRAM PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. 6" AIR GAP (TYP) POOL / SPA BACKWASH LINE (SIZE PER MANUFACTURER'S RECOMMENDATIONS) BY POOL CONTRACTOR Cz 1 -1/2" PERIMETER DECK DRAIN WASTE BY POOL CONTRACTOR SUMP PUMP - F AM9 1 , ql WATER MAIN dD WHEEL S SPECIFIED. )F SHOWER ARM ESCUTCHEON VIDE BLOCKING CAST CXF 90 P -ELL A70 ►: '� NOTE: SECURING STRAP MUST BE FIELD INSTALLED TO PREVENT MOVEMENT OF TERMINATION KIT IN SIDEWALL. STRAP (FILED SUPPLIED) - \ I VENT COMBUSTION AIR / ,--EXTERIOR WALL �- COMBUSTION AIR VENT ELBOW (FILED SUPPLIED) 7 CONCENTRIC VENT TERMINATION DETAIL SCALE: NONE 2" VENT PIPE 4" SPA / POOL BACKWASH WASTE STAND PIPE BY PLUMBING CONTRACTOR 4" TEE 4" WASTE PIPE BY PLUMBING CONTRACTOR BY POOL CONTRACTOR \a TO SANITARY SEWER STRUCTURAL FOAM SEWAGE EJECTOR PIT NOTE: BY PLUMBING CONTRACTOR POOL CONTRACTOR AND PLUMBING CONTRACTOR SHALL COORDINATE LOCATION OF SUMP PIT AND UNDERGROUND PIPING. VERIFY LOCATION W/ G.C. PRIOR TO INSTALLATION. r9 POOL /SPA BACKWASH, DRAIN DOWN, & SUMP DETAIL SCALE: NONE PUMP SCHEDULE TAG: P -1 MAKE: B &G MODEL: PR -1 GPM: 10 HEAD: 15 FT. RPM: 1750 VOLTAGE: SEE ELECTRICAL HP: 77W NOTES: BRONZE FITTED GREASE INTERCEPTOR SCHEDULE TAG: GI -1 MAKE: JENSEN PRECAST MODEL: JP1200EE -G LIQUID CAPACITY: 1500 GALLONS WIDTH: 5 - LENGTH: 8'4 DEPTH: 6 -0 LIQUID CAPACITY: 1200 GALLONS INLET OUTLET: 4 NOTES: 1. PLACE ON SAND CUSHION. 2. INSTALL. AS PER MANUFACTURES RECOMMENDATIONS AND AS PER LOCAL CODE, WATER PRESSURE DROP CALCULATIONS GALLONS PER MINUTE 150 GPM HEIGHT OF HIGHEST FIXTURE 48 FT ESTIMATED LENGTH OF LONGEST RUN OF PIPING 400 FT CITY WATER PRESSURE AT METER 80 PSI REQUIRED WATER PRESSURE AT HIGHEST FIXTURE 20 PSI PRESSURE LOSS THRU METER AND VALVE ASSEMBLY 20 PSI ALLOWED PRESSURE DROP PER 10OFT 4.8 PSI ESTIMATED PRESSURE DROP PER 100 FT MAIN 2.3 PSI ESTIMATED DAILY DEMAND AND PEAK DEMAND TOTAL DESIGN WATER FLOW RATE IS APPROX.150 GPM (652 FU). BASED. ON THIS FLOW RATE WITH A YO TYPLE 'L' COPPER PIPE, THE ESTIMATED PRESSURE DROP IS 2.3 PSI PER :100 FEET. BASED ON THIS INFORMATION THE PRESSURE DROP OF 4.8 PSI IS ADEQUATE. A BOOSTER PUMP IS NOT NEEDED. CITY WATER PRESSURE IS 100 PSI, THERFORE A PRESSURE REDUCING VALVE SET TO 80 PSI IS REQUIRED. WATER HEATER SCHEDULE TAG: WH -1 MAKE: A.Q. SMITH MODEL: BTH -199 FUEL: NATURAL GAS FUEL INPUT: 199 000 BTUH RECOVERY RATE: 252 GPH @ 90 RISE TANK VOLUME: 100 GALLON STORAGE TANK: 200 GALLON NOTES: 1. PROVIDE A.O. SMITH 200 GALLON STORAGE TANK IS FOR THE WH -1's. 2. EACH WATER HEATER SHALL HAVE AN EXTROL 5 GALLON EXPANSION TANK. PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION MFG. & MODEL REMARKS WC -1 WATER AMERICAN STANDARD FLOOR MOUNTED, PRESSURE - ASSISTED, WHITE VITREOUS CHINA, J O CLOSET CADET 2292.100 ELONGATED BOWL, 1.6 GPF. 5311.012 WHITE SEAT WITH COVER, J � FULLY - GLAZED BALLPASS TRAPWAY, BOLT CAPS CR1912DL BASSCRAFT WC -2 WATER AMERICAN STANDARD FLOOR MOUNTED, PRESSURE - ASSISTED, WHITE VITREOUS CHINA, CLOSET -ADA MODEL 2998.012 ELONGATED BOWL, 1.6 GPF. 5311.012 WHITE SEAT. WITH COVER, 2" FULLY- GLAZED BALLPASS TRAPWAY, BOLT CAPS CR1912DL BASSCRAFT, INSTALL LEVER OPPOSITE GRAB BARS WC -3 WATER AMERICAN STANDARD WALL MOUNTED, BACK SPUD, WHITE VITREOUS CHINA, ELONGATED RIM, SIPHON CLOSET -ADA AFWALL MODEL 2258.125 JET, 1.6 GPF, SLOAN 152 -1.6 WBES -S CONCEALED SENSOR OPERATED FLUSH VALVE. CHRUCH 9500 SEAT LESS COVER. ZURN Z -1203 CARRIER. INSTALL LEVER OPPOSITE GRAB BARS. MOUNT AT ADA HEIGHT WHERE ADA STALLS ARE REQUIRED. SEE PLAN. UR URUNAL -ADA AMERICAN STANDARD WALL HUNG, BACK SPUD, WHITE VITREOUS CHINA, SIPHON JET, 1.0 GPF,: WITH LYNBROOK 6605.027 SLOAN 190- 1WBES -S CONCEALED SENSOR OPERATED FLUSH VALVE, ZURN Z -1221 CARRIER. MOUNT AT 14" AFF WHERE SHOWN PER AS REQUIREMENTS L -1 LAVATORY AMERICAN STANDARD UNDERCOUNTER, WHITE VITREOUS CHINA, MOEN MODEL 8922 FAUCET, OVALYN 0496.221 L -2 LAVATORY AMERICAN STANDARD UNDERCOUNTER, WHITE VITREOUS CHINA, MOEN MODEL 8420 FAUCET, -ADA OVALYN 0496.221 WITH LEVER HANDLES AND POP UP STRAINER, AND MOUNTING KIT. INSULATE UNDERCOUNTER PIPES WITH L AV GUARD BY TRUEBRO. INSTALLATION MUST BE ADA COMPLIANT. L -3 LAVATORY AMERICAN STANDARD SELF RIMMING OVAL COUNTERTOP, WHITE VITREOUS CHINA, MOEN 8425 FAUCET, -ADA CADET OVAL 0419.444 WITH . ADA LEVER HANDLE AND GRID STRAINER. INSTALLATION MUST BE ADA COMPLIANT. INSULATE UNDERCOUNTER PIPES WITH LAV GUARD BY TRUEBRO. L -4 LAVATORY AMERICAN STANDARD WALL MOUNTED LAVATORY, MOEN MODEL 8425 WITH ADA LEVER HANDLE -ADA LUCERNE 0355.012 AND GRID STRAINER. INSTALLATION MUST BE ADA COMPLIANT. BT -1 BATH AMERICAN STANDARD PROVIDE AMERICAN STANDARD 2390.2021CH OR 2391.2021CH (DEPENDENT ON RIGHT HAND OR LEFT TUB /SHOWER AMERICAST PRINCETON HAND OUTLET.) SHALL HAVE CHROME OVERFLOW, CHROME DRAIN STOPPER, ESCUTCHEON, AND SLIP RESISTANT SURFACE. PROVIDE DELTA 1343. COMPLETE WITH SCALD - GUARD PRESSURE BALANCE VALVE AND ROTATIONAL LIMIT STOP. BT -2. BATH TUB /. AMERICAN STANDARD PROVIDE AMERICAN STANDARD 2392.2021CH OR 2393.2021CH (DEPENDENT ON RIGHT HAND OR LEFT ADA - SHOWER ADA A ERICAST PRINCETON M T H V ESCUTCHEON, AND SLIP HAND OUTLET.) SHALL HAVE CHROME OVERFLOW CHROME IN STOPPER S ) ME DRA , RESISTANT SURFACE. PROVIDE DELTA 11T5253 COMPLETE WITH SCREWDRIVER STOPS, SCALD - GAURD PRESSURE BALANCE VALVE, ROTATIONAL LIMIT STOP, 24" GRAB BAR, 70 ". VINYL HOSE, VACUUM BREAKER, AND ADA SLIDE. PROVIDE FOUR 1 -1/2"X24' CHROME GRAB BARS. PLACE TWO ON BACK WALL AND ONE ON EACH SIDE WALL AS REQUIRED BY ADA REGULATIONS. PROVIDE TRI -FOLD REMOVABLE ADA COMPLIANT SEAT WHICH FITS IN TUB OPPOSITE OF FIXTURE WALL. ALL FIXTURES MUST BE ADA COMPLIANT. SH -1 SHOWER MOEN 8375 STANDARD SHOWER HEAD ONLY WITH PRESSURE BALANCING VALVE, HEAD LEVER HANDLE AND TRIM, 2.5 GPM, ADJUSTABLE SPRAY, AND INTERNAL STOPS. PROVIDE 2" SHOWER DRAIN ROLL-IN SHOWER DELTA 11T5153 COMPLETE WITH SCREW DRIVER STOP, SCALD- GUARD, PRESSURE BALANCE SHOWER HEAD -ADA VALVE, ROTATIONAL LIMIT STOP, 24" GRAB BAR, 70" VINYL HOSE, VACUUM BREAKER, AND .ADA SLIDE. PROVIDE L- SHAPEI) FOLD -UP ADA COMPLIANT SEAT ADJACENT TO FIXTURE WALL.. PROVIDE HORIZONTAL 26 "x37.25 "x1 -1 /2" GRAB BAR ADJACENT TO SEAT. ALL FIXTURES MUST BE ADA COMPLIANT. HT -1 WHIRLPOOL MTI POOLS 71.5 "X47.5 "X22.25 ", W/ 2HP PUMP, 6 ADJUSTABLE POINT MASSAGE JETS, MTI -21 ULTRA JET WHIRLPOOL SYSTEM STANDARD. VERIFY W/ OWNER. EWC -1 ELECTRIC HALSEY TAYLOR BI- LEVEL;. BARRIER FREE, ZURN Z -1225 CARRIER. PROVIDE WATER OVL -11 SERA LKAPR -188 APRON-,WHERE REQUIRED. MOUNT AT ADA HEIGHT COOLER PROVIDE WATER FILTER HS -1 HAND EAGLE PROVIDE EAGLE MODEL HSA -10 -FLOP. PROVIDE 1 -1/2" STAINLESS STEEL P -TRAP, TOWEL DISPENSER, SINK HSA- 10 -FLDP GOOSENECK FAUCET, SOAP DISPENSER AND MOUNTING BRACKETS. S -1 SUITES ELKAY 18 GAUGE, SELF - RIMMING, STAINLESS STEEL, 8" DEEP SINK LUSTERTONE RLR12 MOEN MODEL 5992 FAUCET. S -2 BREAK RM ELKAY 33 "x22" DOUBLE BOWL, SELF RIMMING, 18 GAUGE STAINLESS STEEL, SINK CR3321 -4 WITH MOEN MODEL 7430 FAUCET COMPLETE WITH SPRAY. FS FLOOR ZURN 8"x8" SANI -FLOOR RECPTOR DEEP CAST IRON BODY AND SQUARE SLOTTED SINK Z -1910 MEDIUM DUTY GRATE. FD FLOOR ZURN DURA- COATED CAST IRON BODY WITH BOTTOM OUTLET, DRAIN Z -415 COMBINATION INVERTIBLE MEMBRANE CLAMP & ADJUSTABLE COLLAR WITH TYPE N D.C.C.I. STRAINER WITH DEEP FLANGED GRATE. RD -1 ROOF MIFAB LACQUERED CAST IRON DEEP SUMP ROOF DRAIN W/ ANCHOR FLANGE, SUMP RECEIVER, FIXED EXTENSION, DRAIN R1200 -BUV UNDERDECK CLAMP, CAST IRON WATER PROOFING MEMBRANE RING W/ INTERGRAL GRAVEL STOP, & SELF- LOCKING POLYDOME STRAINER. PIPE SIZE CONNECTION MIN. 4 INCH. MS MOP SINK MUSTEE PROVIDE, MU STEE MODEL 62M MOP BASIN COMPLETE WITH SERVICE SINK FAUCET PART NO. 63:600A, MODEL: HOSE AND HOSE HOLDER PART NO. 65.700, MOP HANGER PART NO. 65.600, DURA -GUARD WALL GUARD PART NO. 67.24C HB HOSE BIBB WOODFORD FREEZELESS, ANTI - SIPHON .WALL HYDRANT WITH BOX AND DOOR. MODEL: 865 LOOSE KEY SHALL BE PROVIDED TO OPERATE HYDRANT. WCO WALL ZURN SIZE SHOWN ON DRAWINGS CLEANOUT MODEL: FCO FLOOR ZURN SIZE SHOWN ON DRAWINGS CLEANOUT MODEL: TVP TRAP VALVE PRECISION PLUMBING 1/2" INLET AND OUTLET PRIMER PRODUCTS: #P -1 NOTES: 1. CONTRACTOR. SHALL VERIFY THAT ALL FIXTURES AND FAUCETS ARE COMPATIBLE AND APPROVED BY OWNER / ARCHITECT AND THE FRANCHISE PRIOR TO INSTALLATION. 2. SEE ARCHITECTURAL SECTIONS AND ELEVATIONS FOR DETAILS AND LOCATIONS OF FIXTURES AND INSTALLATION INSTRUCTIONS. 3. SEE ARCHITECTURAL PLANS FOR TOILET FLUSH TANK LEVER LOCATION. 4. ALL TOILET SEATS SHALL BE FASTENED USING BRASS BOLTS INSTEAD OF PLASTIC BOLTS. 5. ALL SINKS IN KITCHEN AREA ARE PROVIDED BY KITCHEN CONSULTANT AND INSTALLED BY PLUMBING CONTRACTOR. Integra Service Group Imm A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 .'h SEAL: �'�� • °'' :..............:: • r ERO 1 C. MER EL y ... ..............................� �� -o•• 94013 CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701 -293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701 -293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: Q 11/4/04 CITY/ ADA COMMENTS SHEET NO: P -17 TO TRAP 1 o TRAP PRIMER DETAIL SCALE: NONE a Q o� cn J O �S W -j T i J � U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: Q 11/4/04 CITY/ ADA COMMENTS SHEET NO: P -17 TO TRAP 1 o TRAP PRIMER DETAIL SCALE: NONE PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. MEC HANICAL 1 i (UP) ( (ON) ® UPI (UP) (ON) 2402 CONNECT TO EXISTING SUPPLY AIR RETURN AIR POSITIVE PRESSURE DUCT SUPPLY, RELIEF, ETC. NEGATIVE PRESSURE DUCT RETURN, EXHAUST, OUTSIDE AIR, ETC. Ll 1402 . 1412 N N BULL HEAD TEE SHOE TAKE -OFF (45' ANGLE INLET) STRAIGHT TAP TAKE -OFF 24 "0 PLUMBING / MECHANI ABBREVIATIONS AFF ABOVE FINISHED FLOOR LAV or L LAVATORY -1 OR -2 AHU AIR HANDLING UNIT MAU MAKE -UP AIR UNIT BT BATH TUB -1 OR -2 MCA MINIMUM CIRCUIT AMPACITY CFH CUBIC FEET PER HOUR MD MOTORIZE DAMPER CFM CUBIC FEET /MINUTE NC NOISE LEVEL C.O. CLEAN OUT OFCI OWNER FURNISH CONTRACTOR INSTALLS CU CONDENSING UNIT OF01 OWNER FURNISH OWNER INSTALLS CW COLD WATER PRV POWER ROOF VENTILATOR CWFU COLD WATER FIXTURE UNITS R -1 RETURN GRILLE -1 DFU DRAINAGE FIXTURE UNITS RA RETURN AIR E -1 EXHAUST GRILLE -1 RH RELIEF HOOD EA EXHAUST AIR RLA ROTOR LOCKED AMPS EEW EMERGENCY EYE WASH RTU ROOF TOP UNIT EF EXHAUST FAN S -1 SUPPLY DIFFUSER -1 ESP EXTERNAL STATIC PRESSURE S -1 SINK EXIST. EXISTING SA SUPPLY AIR FA FRESH AIR SFU SUPPLY FIXTURE UNITS FD -1 FLOOR DRAIN SH SHOWER H.B. FROST PROOF HOSE BIBB TUB BATHTUB -1 OR -2 HP HORSE POWER TYP TYPICAL HW HOT WATER UR URINAL HWFU HOT WATER FIXTURE UNITS VD VOLUME DAMPER HWRC HOT WATER RECIRCULATION WC WATER CLOSET -1 -2 OR -3 KEF KITCHEN EXHAUST FAN W.C.O. WALL CLEAN OUT MEC HANICAL 1 i (UP) ( (ON) ® UPI (UP) (ON) 2402 CONNECT TO EXISTING SUPPLY AIR RETURN AIR POSITIVE PRESSURE DUCT SUPPLY, RELIEF, ETC. NEGATIVE PRESSURE DUCT RETURN, EXHAUST, OUTSIDE AIR, ETC. Ll 1402 . 1412 N N BULL HEAD TEE SHOE TAKE -OFF (45' ANGLE INLET) STRAIGHT TAP TAKE -OFF 24 "0 OR 24x12 18x1 (CONCENTRIC) 24x12 18x12 (ECCENTRIC) 24xT2 18 "� (SQUARE TO ROUND) RECTANGULAR DUCT WITH SIZE INDICATED. ROUND DUCT WITH SIZE INDICATED. RECTANGULAR DUCT WITH ACCOUSTICAL LINING FLEXIBLE CONNECTION IN DUCT SIDEWALL. GRILLE OR REGISTER WITH TYPE, NECK SIZE & AIR FLOW INDICATED (SUPPLY) SIDEWALL GRILLE OR REGISTER WITH TYPE, NECK SIZE & AIR FLOW INDICATED (RETURN) STANDARD RADIUS ROUND ELBOW(RADIUS OF CENTERLINE OF DUCT EQUAL TO 1.5 x DUCT WIDTH OR DIAMETER.) 1402 1402 N C- N (EQUAL RADIUSED) N r 24x-l2 14x12 (EQUAL 90' SPLIT) SPLITS MANUAL VOLUME DAMPER IN DUCT MOTOR OPERATED DAMPER IN DUCT GRAVITY BACKDRAFT DAMPER IN DUCT SQUARE (MITERED) ELBOW WITH TURNING VANES DUCT TRANSITIONS, 15' MAXIMUM ANGLE j . .... ...... :3 FIRE DAMPER IN DUCT SMOKE DAMPER IN DUCT COMBINATION FIRE /SMOKE DAMPER IN DUCT GENERAL HVAC NOTES 2412 17. COORDINATE. THE PAINT FINISH OF ALL EXTERIOR LOUVERS, WALL CAPS, AND 34. MECHANICAL CONTRACTOR SHALL PROVIDE LOCKABLE COVER ON ALL THERMOSTATS MECHANICAL AND ELECTRICAL DRAWINGS. CONTRACTOR SHALL BE REQUIRED GRAVITY VENTILATORS WITH THE ARCHITECT. IN PUBLIC AREAS. TO FURNISH, INSTALL AND CONNECT WITH APPROPRIATE SERVICES. ALL ITEMS SHOWN ON THE DRAWING AT NO ADDITIONAL COST TO OWNER. 18. FLEXIBLE DUCT SHALL NOT PENETRATE ANY WALL, FLOOR, CEILING, OR FIRE S -1 18X10 400 CONTRACTOR. EXCEPT THOSE ASSOCIATED WITH FIRE & SMOKE DAMPERS. THIS 2. CONTRACTOR SHALL INSTALL HVAC SYSTEMS TO INSURE QUIET OPERATION. R -1 18X10 NO UNIQUE VIBRATION OR SOUND SHALL BE TRANSMITTED TO BUILDING 400 OR 24x12 18x1 (CONCENTRIC) 24x12 18x12 (ECCENTRIC) 24xT2 18 "� (SQUARE TO ROUND) RECTANGULAR DUCT WITH SIZE INDICATED. ROUND DUCT WITH SIZE INDICATED. RECTANGULAR DUCT WITH ACCOUSTICAL LINING FLEXIBLE CONNECTION IN DUCT SIDEWALL. GRILLE OR REGISTER WITH TYPE, NECK SIZE & AIR FLOW INDICATED (SUPPLY) SIDEWALL GRILLE OR REGISTER WITH TYPE, NECK SIZE & AIR FLOW INDICATED (RETURN) STANDARD RADIUS ROUND ELBOW(RADIUS OF CENTERLINE OF DUCT EQUAL TO 1.5 x DUCT WIDTH OR DIAMETER.) 1402 1402 N C- N (EQUAL RADIUSED) N r 24x-l2 14x12 (EQUAL 90' SPLIT) SPLITS MANUAL VOLUME DAMPER IN DUCT MOTOR OPERATED DAMPER IN DUCT GRAVITY BACKDRAFT DAMPER IN DUCT SQUARE (MITERED) ELBOW WITH TURNING VANES DUCT TRANSITIONS, 15' MAXIMUM ANGLE j . .... ...... :3 FIRE DAMPER IN DUCT SMOKE DAMPER IN DUCT COMBINATION FIRE /SMOKE DAMPER IN DUCT GENERAL HVAC NOTES 1. ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, CIVIL, STRUCTURAL, 17. COORDINATE. THE PAINT FINISH OF ALL EXTERIOR LOUVERS, WALL CAPS, AND 34. MECHANICAL CONTRACTOR SHALL PROVIDE LOCKABLE COVER ON ALL THERMOSTATS MECHANICAL AND ELECTRICAL DRAWINGS. CONTRACTOR SHALL BE REQUIRED GRAVITY VENTILATORS WITH THE ARCHITECT. IN PUBLIC AREAS. TO FURNISH, INSTALL AND CONNECT WITH APPROPRIATE SERVICES. ALL ITEMS SHOWN ON THE DRAWING AT NO ADDITIONAL COST TO OWNER. 18. FLEXIBLE DUCT SHALL NOT PENETRATE ANY WALL, FLOOR, CEILING, OR FIRE 35. ALL SMOKE DETECTION DEVICES SHALL BE PROVIDED AND INSTALLED BY ANOTHER RATED ASSEMBLY. CONTRACTOR. EXCEPT THOSE ASSOCIATED WITH FIRE & SMOKE DAMPERS. THIS 2. CONTRACTOR SHALL INSTALL HVAC SYSTEMS TO INSURE QUIET OPERATION. CONTRACTOR SHALL SUPPLY THESE & SHALL INSURE COMPATIBILITY WITH THE NO UNIQUE VIBRATION OR SOUND SHALL BE TRANSMITTED TO BUILDING 19. FLEXIBLE dUCT SHALL NOT EXCEED 6 FEET, DUCT SUPPORTS SHALL NOT FIRE ALARM SYSTEM PROVIDED BY OTHERS. STRUCTURE AND OCCUPIED AREAS. EXCEED 6 FEET. ' 36. ALL COMBINATION SMOKE AND FIRE DAMPERS SHALL BE INSTALLED AND PROVIDED 3. PROVIDE AIR TURNING VANES AT ALL 90 DEGREE SUPPLY ELBOWS. 20. FRESH AIR. VOLUME DAMPER FOR DEHUMIDIFICATION UNIT SHALL BE DIRECTIONAL. WITH ELECTRICAL POWER UNDER THIS CONTRACT. CONTROL WIRING SHALL BE COMPLETED BY FIRE PROTECTION CONTRACTOR. 4. ALL DUCTWORK SHALL BE SEALED WITH A NON- HARDENING, NON- MIGRATING 21. VOLUME DAMPERS SHALL BE INSTALLED AS SHOWN, OR AS REQUIRED BY THE MASTIC OR LIQUID ELASTIC SEALANT. PROVIDE HOT- DIPPED GALVANIZED STEEL BALANCING CONTRACTOR. TO PROPERLY BALANCE THE SYSTEMS, HVAC AND 37.. PROVIDE 3/4" COPPER CONDENSATE DRAINS FOR ALL PTAC UNITS/ FASTENERS, ANCHORS, RODS, STRAPS, TRIM AND ANGLES FOR SUPPORT BALANCING. CONTRACTOR TO COORDINATE BEFORE DUCT CONSTRUCTION TO VERIFY. AND AHU'S AS DETAILED. OF DUCTWORK. 5. CONNECT METAL DUCTWORK TO EQUIPMENT AS INDICATED. PROVIDE FLEXIBLE 22. ALL MECHANICAL EQUIPMENT SHALL BEAR THE LABEL OF AN APPROVED AGENCY. ALL EQUIP SHALL BE INSTALLED IN ACCORDANCE WITH INFORMATION ON THE 38. PROVIDE MULTIPLE TRAPS ON REFRIGERANT LINES WITH AN EXCESS OF 25' VERTICAL RISE. ALL REFRIGERANT PIPING SHALL BE INSTALLED AS MANUFACTURERS CONNECTION FROM EACH DUCTWORK CONNECTION TO EQUIPMENT MOUNTED ON LABEL AND THE MANUFACTURER'S INSTRUCTIONS. THE EQUIPMENT SHALL ALSO RECOMMENDATIONS. VIBRATION ISOLATORS, AND / OR EQUIPMENT CONTAINING ROTATING MACHINERY. COMPLY WITH THE APPLICABLE STANDARDS REFERRED TO IN THE CODES. 39. INSULATE REFRIGERANT SUCTION PIPES FROM AHU'S TO ALL CONDENSING UNITS 6. INSULATE OUTSIDE AIR DUCTWORK WITH 2" EXTERNAL INSULATION. INSULATE 23. SUPPORTS FOR MECHANICAL SYSTEM PIPING SHALL MEET THE HORIZONTAL AND AS PER MANUFACTURER. SUPPLY AIR DUCTWORK AND RETURN AIR DUCTWORK WITH 1" EXTERNAL VERTICAL SPACING PROVISIONS IN THE RESPECTIVE MECHANICAL AND FUEL GAS INSULATION. WHERE INSULATION METHODS OF APPLYING INSULATION ARE NOT PIPING CODES. 40. THE CONCRETE PADS FOR THE CONDENSING UNITS SHALL BE PROVIDED BY THE SPECIFIED, APPLY INSULATION AS RECOMMENDED BY MANUFACTURER AND MECHANICAL CONTRACTOR (4" HIGH MIN.). APPROVED BY ENGINEER. 24. APPLIANCES:, LISTED AS DIRECT VENT APPLIANCES MUST BE INSTALLED IN ACCORDANCL WITH THEIR LISTING AND THE MANUFACTURER'S INSTALLATION 41. DOMESTIC CLOTHES DRYER DUCTS MUST BE OF METAL AND MUST HAVE SMOOTH 7. LOCATE ALL THERMOSTATS. 48" AFF UNLESS OTHERWISE NOTED. EXACT LOCATION INSTRUCTIONS, WHICH MUST BE AVAILABLE AT THE JOB SITE DURING INTERIOR SURFACES. APPROVED FLEXIBLE DUCT CONNECTORS NOT MORE THAN OF ALL THERMOSTATS SHALL BE APPROVED BY ARCHITECT, ANY COORDINATION', INSPECTIONS. 6 FEET IN LENGTH MAY BE USED WITH DOMESTIC CLOTHES DRYER EXHAUST. WITH ACTUAL ROOM FINISH SHALL BE DONE WITH NO ADDITIONAL COST. FLEXIBLE DUCT CONNECTORS SHALL. NOT BE CONCEALED WITHIN CONSTRUCTION 25. NOT USED. DUCT LENGTH AND TERMINATION SHALL CONFORM STATE AND LOCAL CODES. 8. CONTRACTOR SHALL CLEAN ALL COILS AND REPLACE ALL FILTERS AT SUBSTANTIAL COMPLETION. 26. PLUMBING, HEATING & ELECTRICAL TRADES TO INCLUDE A ONE YEAR PARTS AND 42. ELECTRIC DUCT HEATERS TO BE PROVIDED AND INSTALLED BY M.C. AND LABOR WARRANTY ON THEIR WORK. WIRED BY E.C. 3 MULTI STAGE ELECTRIC DUCT HEATERS SIZED 9. ALL OUTSIDE AIR INTAKES . SHALL BE 10' -0" FROM ANY EXHAUST FAN OR VENT ,PHASE 1 4 I CIRCUIT 1 PIPE. 27. HEATING CONTRACTOR TO BE RESPONSIBLE TO BALANCE THE AIR FLOWS AS ROT CTION ITH BUILT -1 FUSES TO E UL AN N C CODES. SHOWN 'ON PLANS AND ON THE SCHEDULES. 10. ALL DUCTS SHOWN ARE INSIDE CLEAR DIMENSIONS. 43. MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL FIRESTOPPING INTO THE 28. ALL TRADES TO CORRELATE EQUIPMENT LOCATIONS BEFORE WORK BEGINS. FIRE -RATED FLOOR ASSEMBLY AS REQUIRED BY THE INTERNATIONAL MECHANICAL 11. PROVIDE "P" TRAP AT UNITS WITH 2" WATER SEAL. CODE AS WELL AS LOCAL CODES. 29. FIRE DAMPER AND FIRE /SMOKE DAMPERS SLEEVES BY MECHANICAL CONTRACTOR 12. SLEEVE AND SEAL ALL PIPING PASSING THROUGH WALLS, FLOORS AND ROOF UNLESS NOTED OTHERWISE. 30. MECHANICAL CONTRACTOR TO FURNISH AND INSTALL ALL CONTROLS TO MECHANICAL FURNISHED EQUIPMENT. 13. ALL HANGERS AND SUPPORTS SHALL BE SECURED TO THE STRUCTURE ABOVE. 31. ALL DUCT WORK SHALL BE INSTALLED ABOVE CEILINGS EXCEPT WHERE NOTED. 14. ALL CUTTING, PATCHING AND REPAIR WORK SHALL BE THE RESPONSIBILITY OF THE TRADE INVOLVED. 32. PENETRATIONS AT RATED WALLS SHALL BE PROTECTED WITH A RATED FIRE OR COMBINATION FIRE /SMOKE DAMPER AS INDICATED AND /OR REQUIRED. 15. REFER TO ARCHITECTURAL PLANS FOR EXACT CEILING GRID LOCATIONS. 33. COORDINATE AND VERIFY EXACT LOCATION OF. ALL SUPPLY DIFFUSERS, RETURN 16. ALL OUTSIDE AIR INTAKES AND EXHAUST OUTLETS SHALL HAVE BIRD SCREENS. GRILLES, EXHAUST FANS ETC. WITH ARCHITECTURAL SHEETS. Integra service Group PH: 214.369.5020 FAX: 214.265.9460 SEAL: .. .......... Q 0 MERKEL ......94013 ......:'� � STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A11/4 CITY/ ADA COMMENTS TITLE: LEGENDS AND NOTES CONSULTANTS: CIVIL ENGINEER S3 6dQ CFM 7ZX4 (TYPICAL OF 5) V S-3 1> 600 CFM . ....... 72X4 (TYPICAL OF ... . . . . . . . . . . . . . . . . . CU-1 CU-2 CU-3 CU-7 CU-6 2X10 SA 12X1 SA— - 12X10 SA-- I16X12 SA I 16X12 Ri o I , i ..... . .................. ................ .... ............. .... ................... = 2 ... .... ....... .......... . . .............. ....... ... ..... ....... . .. ................. .......... .......................... . ....... . ..................... . . . . ........ . ............ . .......... . ...... _F . ... ... ..... . ..... .... ........... . ..... . ... .... ........... . .............. .. .... .......... i ........................... ..... . ....... 75 CF 16X1 2 22X1 6 SA 12X1 0 SA 22X18 SA SA 20X14 '8Xt Rk\,l 18X11A RA" >< FCU ......... .... 6 ....... ...... . ....... . ............ ....................................... . ....... . ... ................... ................ ............ ............ ................. c" — T — . .......... i 424X12 2 4 RA 1210 CFM 12151 C 50 C __M ............ . . ......... .............. T 48X12 1 48X 1 2 FCU-3 .......... 14X-t4YSA- T N .............. ... ........ .... ..... . R-2 I X 1360 C R S- "R 16X6 cn 26X16 I 1375 >< 500 CFM 1 375 CFM 375 CFM a T x MOD-3 12"0 110"o 10"o 8X4 550 CFM ( �!; ( , j ! C' 12"0 C14 00 FCU77 -2 11 E - 16 co 0 ;7 X FCU-6 4 S -1 KE W V i 500 CFM 60 < 12"0 V) ;Pff'o Jim S-1 00 .................................................... 1� 't I m . :1. 11 CFM 375 FM ! 4 S-4 ........................ ...................... 12 X 10"o S-1 26X22 FA UP 375 CFM 200 F TO ROOF 0 10o C14 550 CFM 550 CF X7 0 tR$ 2X12 S4 M — MOD-6 FRESH AIR DUCT " M UP TO MAU V 12"0 121 16X ) )fi� IX AA MO S „ 1 ._ ............. . ............ _ V 1 0"o 1 -7 - ,;450 CFM S S-1 550 CFM D S-1 12"0 50� CFM 375 CFM 16X6 SA 0 �3@g s T' ;< FCU-11 1 0"o 375 CFM 375 CFM 12 0 ;< FCU 2 FCU-3 C"4 C'4 00 10"o !1 0X8 SA N 28X4 C 4 ....... ....... ...... T T T L 6. FA ........... ... R-2 7Tr 2 OX 1 24X1 2 FCU-1 R-2 24X1 ..... ................. .............. FCU -2 Clv i3 : 7 ' ILI 1 ... . .......... .......... ..................................... ................................ 21M.6.. 26X16 kj^n e) MM ... .............. FS MO I)- 16X12 FA j 16X12_FA FCU-1 32X20 FA C, ................... ..... ... ................. ........................ . ................... ... . . . .... .... .. .... ............ . ........... .. .......... .... .. . ......... •..... .... ...... . . ......... .................... __-2020 -FA .... . . ... .... 2-2X1 8 FA... 1 ............ 11 .......... - .. ................... X *225 CFM n ia, m il ............ .... .... ............... ..................................... . . / -8"0 SAW \V/ 8"0 SA 8"0 co 626 W1,40R iRA —A-225 • , 11 % - , _�YOD-10 ........... CFM IM T 8"0 FCU-9 S-3 i0xio -5 T; . ........... Lh FCU-10 500 CFM . ......... nYJA < 60X4 R-2 CFM 2800 C) < >k FS MOD -5 FC � .............. I i U 4021' /CFM 'ISA 1 S 11 IN-1 52X18 20X1211 j x J-11 ... i . Da =0 SA R .... ........ 00 CFO.I"uu M CF >< A 3 � I; cli q S-4 3 1 \ -, X1 6 SA 16XT I SA 1 1001 1 ........... . .. . ......... TOX1.0 ............ 50,9 CFM r00 - -=, : 300 CFM S-1 ........... 43 x 10"0/, � 1OX10 .12 S-3 �V7 SA JFCU 6 T ..... .................... F, T 'k, .................... S F rvwv, FCU-6 S-1 300 L; FM 12 0 8 0 0 50 CF 7� . 96 300 CFM \.4X 1 2, R-2 8 96X4 . . ................ 6X1 SA !it I;;�,, ,I ,�: __ ; i X ! SA ...... . .................. 100 270 CFM F . . ................ ....... 8'0 EA I i10 _ L/"EF 1 bu,/GFM if-Fill ............. ..................... I QFrA CA T L_ FOR POOL HVAC SYSTEM SEE SHEET M-7 R R qA S-3 S-3 I CME= I F il 'i W 48X4 V ................. . .......... ..... CU-DHU-1 " 1 "0 CFM 400 C 200 CFM .. ........................ 48X4 < 204 ......... ... ................... ........... .... ................... .... ....... ...... i --y ------ --- ............ . .......... ........ ... 20X10 EA i S-3 CU-11 r 0 i H 600 CFM ---- '\12XlO SA 72X4 7 .77L \ . ................. ... .. ........................ . .. ......... .............. =-.-- 12X10 SA - Iry wx I In_ 120 CFM R 00 CF 30X1 24X4 .0 ........... .............. 4 An 4 i 0\ ---- — - . ..... x % < OA . .......................... li10( CF ...................... . 00 .......... ......... . X S-4 �p 00 CFM R7-2 LIGH 3WI 1 1 4 7X4 T —18X16 - SA .. ................ : . . .............. . . -4 /7X4 8 4 FCU 1 S3 g-8X6 SA -<1 200 CFM W_ 3N 4 1800 CFM .1 S-4 r U. I 24X4 X 72X4 100 7M 1 8 1 8X4 FCU -11 1 26x16 S-3 800 CFM -24X24 FA uatlswrrcH!!� FS 100 CFM 1 \ 96X4 up ro. H 8X4 8X8 2OX16 SA T174X24 FA 4 24x1 FA A i I &I L — — — — — — — — — — ol S-4 8 'FM 00 i0xio 100 CFM 125 FM - H4 8X4 ! i' R i 8X4 x R-2 00 10 90 CFM 10 1OX4 D-8 ... . .......... ................ . .............. .... .... .. ........... - ... .... .......... . ...... ................ ............. .... .................. ... ............. ... ................... .... .............. . ................ .... ........ . . .... .... ............... .................... ... .... ................... .... ....... .......... . ..... .......... ("n I it ..................................... .. ... ... .. ... .. .. .. . .. .. .. .. . .. . . . .. .. ..... . . . .. . ... . . . . . . . . . . . ....... ..... . . . ......... 14X12 SA S-3 * i : i L 1111, 800 CFM 96X4 1OX8 SA L S-3 300 CFM S-3 36X4 96X4 8X6 A C> 4X1 RA i0xi S+3 CFM L I - 14X12 SA 800 CFM 800 CFM co .......... 6X4 9QX4 96X4 X � 5OX2 K-1 710 CFM 1 .1 24X181RA 8X6 w U I, >< 130 CFg, OD-12 CU-13 100 CFM -12XlO -- w I inyA qA 1 1-1 0 Iq >< �xio ff MYR, 4 INR N I -8'0 ............. .......... FCU-13 _wk - --j 24X22 SA EF-4 EF- 1 I Vo 300 CFM FCU-4 0 j . 14 00 ............... 250 CFM 100 CFM A -12 .......... _ i 1] -3 13 i 0 It . ..... . .. -10"0 640 CFN 29 " iii R-2 S FGU - uj: I! e<'( .............. ........................... .............. i 400 CFM T S-4 K r-4 ... ........... . .................... T X12 / 1950 CU-12 /'MOD- I ........... 75 CFM 6"OEA 52X18 48X4 E A .... IS-2 co C) S 18X18_ 7X4 .................. ...... . .............. 7 UU u•FM 00 CFM 't 18X16 .. ... ... . .. WALL CAP 175 CFM >< EF-1 HTSWIWI 3 00 0 CFM (TYPICAL) (0 ........ ...... I.A - JN ........... ... ............... . . . . . .......... .. ............. 100 CFM 225 CFM ........... 1-OX-8 SA ......... SEE DETAI L 16"0 HTSWITCH 6/M-9 �_i 0'-0" ;11 - ----! LIGHTSWITCH 80 S-1 ... ....... ? I i .......... L CAP L I 800\CFM (TYPICAL OF 4) ... .... .. ... ........ V 1OX10 SA (TYPICAL) MINIMUM 6"OEI 6" 8"OEA% 6unOEA 15 Wi . ............. . - . .. ..... 409, FM :A ....................... MM TZ ........... . ......... .... ........ . ..... . ....... .......... ........ . ........ ... ........ ............. ... . .. ................... .... ................... ... ......... ...... 1: ...................... . ....... .............. ......... . ....... *.�_,::::_ 1 :*_--� ........... . ....................................... .. ............. i ..... . ......... . ............... .. ........ ........... ...... ......... qp� . i 4 - I I .... ... ..... .......... ......... ... .. .............. ... .............. .. ... .......... ....... ... ................... ... .... .............. .... ... ....... • ..... .. . .......... .904. 1 -.9tX-4..' .... .................... .... 2. .................... . ................... . .. ..... A pi- - I ............................. ....... .... X 'S-3 .................. . ...... ......... .... ........ .. ... ....... ........... ... ................... .... ................... ........... KEF- 10X�6 SA o WALL CAP., 300 CFM S-3 \ 12X10 SA 0 CFM nA ❑ nB (TYPICAL) F-1 �'-26X20 MOUNT DUCT 400 CN MX10 Skf� 48X4 3800 CFM UP TO CqILING HEIGHT 48X4 MAU-3 .......... :V!: CU-4 CU-5 CU-8 I 123-01y - J 3800 CFM I S-3 600 600 CONTRACTOR SHALL VERIFY ALL 72X4 CFM 72A CFM KITCHEN EQUIPMENT AND LOCATIONS WITH OWNER AND KITCHEN 'SUPPLIER. CU-9 CU-10 SIZE ALL CONNECTIONS AS PER MFG. AND AS PER LOCAL CODE. REFRIGERATION SYSTEM (VERIFY EXACT LOCATION) CONTRACTOR TO VERIFY LOCATION rI N TO OPERATE THE FOULING: OF GREASE INTERCEPTOR PRIOR TO A. FOR WALK-IN COOLER INSTALLING MAU B. FOR WALK-IN FREEZER i ; PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND/OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND/OR ORDINANCES, THE LAWS AND/OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND/OR ORDINANCES. FIRST FLOOR HVAC PLAN SCALE: 1/8" = 1'-0" I nte g ra Se r v 1 c e Crou IolslG ARCH ITECTU RE 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: 40 SOF f1,4 . ................................. CAMERON C. MERKEL .......................... � f -o�, : Of 94013 N NA*** CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701-293-1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701-293-1350 aH z 0 o cj) W O off w o w -� _j 0 . ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: TITLE: FIRST FLOOR HVAC PLAN Integra Service Group l- i`'i I i AR C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: : O -s .. ...........................:... CAMERON C. MERKEL � ............................... , t %0� 94013 I CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATI 700 Main Avenue Fargo, ND 58103 701 -293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. SECOND FLOOR HVAC PLAN SCALE: 1/8" = 1' —O" 1 hr WALL SEE ARCH tj (f b EA DUCT 8X28 OVERALL ---r'' ` -3 _FM EA (TYP) W� ICHHASE SIZE S = jf =—� �. 2" LONG SUB —DUCT I ) 2 hr SHAFT — <.::r ,:.._`' \X SEE A CH ; 4" WAS STACK .. ... .... .... ... :... : r j .` .... _................... 1'1l m p REVISIONS: TITLE: SECOND FLOOl HVAC PLAN PROJECT NO 0404 DATE 10 -14 -0 SHEET NO: M=2 Z O M cl) F- 1 0 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. SECOND FLOOR HVAC PLAN SCALE: 1/8" = 1' —O" 1 hr WALL SEE ARCH tj (f b EA DUCT 8X28 OVERALL ---r'' ` -3 _FM EA (TYP) W� ICHHASE SIZE S = jf =—� �. 2" LONG SUB —DUCT I ) 2 hr SHAFT — <.::r ,:.._`' \X SEE A CH ; 4" WAS STACK .. ... .... .... ... :... : r j .` .... _................... 1'1l m p REVISIONS: TITLE: SECOND FLOOl HVAC PLAN PROJECT NO 0404 DATE 10 -14 -0 SHEET NO: M=2 H HVAC -2 VAC-2 - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - — - — - — - - — - — - — - . . . . . . . . . . . . . . . . . . .......................... . . . . . . . . . . . . . . . ... . . . . . . . . . . . _ ...................... ............. ............. . _.............._.. 3 fill iii. HVAC-1 HVAC-1 HVAC- 1 HVAC-1 HVAC-1 HVAC-11 HVAC_ 1 HVAC-1 HVAC-11 HVAC-1 HVAC_1 .............. ............ .......... .......... .............................. .......... ........... ........ ............... ..... ....... . ........ if . ............. ..... . .. .............. . . ............. ............. ........ . . ..... ................. .. . ....... .. ......... ................ if KING W P. T - P K _1N C. N ........... f it t 1'1 A CC, E S S B L F wHiRi Pool !i t if ........... 3� 306 ............. if Q U E E N U EE N FRESH AIR DUCT O f n LIE E 1\4 U U E. E J EN 0 UE Ef\-1 • U E N Rol I N QIjFEN t 0 1.)VE EIINI UP TO MAU ............. Q U K I N K DIN G Q U I EE N Q U E EIN QUEEN "EN Q U E E 1\1 -Ac" i .... . .... . ..... r 11 M .......... 2024 . .. ....... ................. ............. .......... .. . ............... if! ............. . ------------- ........... ... ............. ............. ! ........... ............ 8 UP i t 3.' 4 , .3 2 P 1.8 316 1 1 1:51 z I l 1 1. ..") 1 i I . .................. .... . ........ = ......................... I I . ............ EF-8 VENT EF_ if ............... .......... . ............ _312 j 9 '-M DIN LO M ROOF UP TO MAU 40" SHAFT DUCT C if FRESH Alf Awl R-2 UP f HN HT DUCT THROUGH .... ......... 26X22 AT THIS LOCATION ONLY ( T -EF-8 )O�; 325 FM .......... INTEkO 10110 CK 0 . . .... - ............ . .......... . ... ........... . ....................... .......... .................... ........ ...... .................... .. I ......................... . .................. ....................................................... 1f if 1 .... ... ....... .......... .................... ... ........ . .......... I I ..................... ... ...... ....... .......... it .. I I I T 0 it :1 rs 20X18 9 W/ IRT MOTOR it - 4 ? . it I A S-4 :5 iti E-1 DN E E-1 E-1 E-1 E- H�C - �7 4"0 IL A AC-1 kA VAC-1 HVAC-11 HVAC -1 L 1,� M LOW) AL,- I �C \HVAC- i AC- 1 H �v C-1 H E-1, ITF 10X10 i if ................ r - --------------- R 'i lak 'IF - --- -S " - ::: . . ....... . ..... ............. ............ ............ . .. .............. 7: . ...... ............... ...... .............. .......... ........................ T W . .......................... ........................... .... . ...... 20X22 RA T T 1. .............. . ..... . ...... . ..... ......... ...... * 18XI8 RA:: --- -11, R_ .......... ............. ... . ........ . .... ............. .............. ... ................. .. ...... ......... .......................... . . . . . . ........ ........... ................... ............ ...... .... ... ........ .... . ........................... . ..... ............ . ........... ............................... .... . ..... .... ... ...... . . ....... ............... . ..... ... ........... .............. . ............... ................. . .......... ................ 1 K i Iii l - - - - - - - - - - - HVAC -1 HVAC -1 III ....... . ...... i f rf.- N II iii ........... q jl QU: E I J E E N if ........ ...... .. if ........... . . .. JP L ...... . ...... II (UP"'H01 180 CFM 1 OX8 S-4 �-,,(DN LOW) ............. .................. I .200 CFM .......... 1. 11 OX 10 if E-1 E -1 HVAC' 18xx: 1 .. ........... . ... ...... .... ......... .... .............. .... .......... ................. . ...................... . .............. . .. . ......... .... ....... . ......... .... ................ P-9 20X18 S R-2 A UP 4 80 ) ii UP HIGH) DN LOWO 18X18 SA DN (DN LOW) 230 CFM CIF CFM 580 CFM .2 12X12 18X10 ........ . .... 14X14 I 18X10 f ............. . ......................... .... . ....... ............. .................... .................. ......... . ................ ....................... ............ . ....... ............. .................... ................. .......................... T T T TO T • T = _ . !f i .................... ........ . ......... .. .................. . ... .... ... . .......... T if ............. ic :P=z C ............. .. . ...................... . .......... HVAC-11 HVAC H -1 HvAc- HVAG- 1 HVAG-1 HVAC-1 HVAC -1 1 N T 0 . ..... ............. I J . . . .. ... .................. F ........... . ............ HVAC-11 HVAC - 1 J Lj HVAC F=m - I HVAC -1 HVAC ODD . .... . I.." , , 1 -1 - E-1 11 E L .............. ........ ...... If \ -4"O r. . _........._.................. _ 35 ..... . ......... .. . .......... ............ ........... L-j .................. .......................... . ... ..................................... ........... . ..................... ................................... ................... ............. ... ............ ............ . ........... .... ............ .............. I I .......... ... . ................ if ?Tk .............. it IT, R V if 'f 1.1 E V A VENT UP TH OUGH 40" SHAFT DUCT ROOF AT THIS LOCATION ON E- 1 1 E-1 E- 1 I E-1 E-1 ja --:- RTF C1 ZIL E if RRTF-1 k R -1 if I. 'k, !It ........................... ..................... ..................... ........... . . ................ .............. . .. ..... E N I. KIN.' KING . ... ..... ......... ............. ..... . . RRTF-1 .............. Ili! NI ......................... :i 1 03 3 Q 11. ................ . ....... ............... ......................... 327 RRTF-1 1 RRTF-1 k I ; : .......................... .... ......... ..... ..... H ............ H ............... M . . ........ . ..... .......................... • !I -> :... ................ .................. ................ ............ ..... ........ . ...... .. . ............. ............. .................. .............. ............................... ................. (T ............. F-- 1 RT�1 - 3 if If if P. I N IL `'•. RTF- 1 :,I F A R I 1 -1 1 ; RRTF-1, RRTF RRTF-1 ........... .. . ........... ........... ................ j ............. ... . .............. ............. . . \7 If .................. 1 1 1, 1; 1 1 i : Oj F 1�1 Q U E !:'N it lit < OUT I IT i f t- �j [\I Ut K I Ni'. I,AJEEN G`l Ul F." N' I S U! I TE QLjE (HIG� SUITE SUITE LI I T E if _1CFM i ! SUI S L IT T F SUITE E SUITE A C F S T B L E K IN G K 1 0: :E N 0: E* QJI EIN QUEEN jEEN A T F R P,., I KP TO iI Ek' s I SU '� 4 J. . . ... !: ... ............ ............. FTGO .............. - 0.9 313 1 3 I f '2 :".L J 3i 00 125 CFM . .......... . . . .......... ................. ................ ............ ................ If 1 " ........... . ...... . ........ i I � _j !I! ........... fi t =8X6 ....... . ..... ........... ....... HVAC -1 .......... .......... HVAC -1 1OX8iS A Up HVAC H 1 1 f E 1OX16 RA UP 37 ;if WALL CAP ii Ii; ................ . . . ........ I I TYPICAL if: Iii .......... 7 .................... r- HVAC-2 N, ...... .......... ..... ............... .......... - -------------------- ...................... .. ...... ...... . ... ................... . ....... ..................... - - — - — - — - — - — - ........... .......... HVAC-1 HVAC-1 HVAC-11 HVAC-1 HVAC -1 HVAC-1 HVAC-1 HVAC-1 HVAC-1 i m PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND/OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND/OR ORDINANCES, THE LAWS AND/OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND/Of? ORDINANCES. Inte Service Grou A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: OF 40i P ...... P. CAMERON C, MERKEL ................. f -0. 94013 0 /c E ONAL CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701-293-1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701-293-1350 U) Z c* LU F_ Q� z o � U) 0 6 w (D 0 w _j _j 3: 0 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: Integra Service group ! ! i ! i ! i f i = i ! I I ! ! ! ! ! ! i I ! I ! ! I I I ! ! ! t ; i ! i I I ! 1 i N VAC 2 HVAC -2 i - .- ....-. TT .. ............................... . ...................... - - - i --- '- ........... \ / I III \ i i i f Li \'J ` - - ! - - - - - ! - -' J \ \ \ I!I '! • Ilj / \ \ \' '' HV - 1 _ ! " - ! HV AC-1 V VAC 1 HVAC HVAC 1 HVAC 1 HVAC 1 HVAC 1 VAC 1 H AC 1 H 1 HVAC..... / I . ! : . ! ........................ ...._...._.!................... AC _.. HVAC 1 HVAC 1 H I t .................. . . . . . . . . . . . . . . . . . . . . .- .......... .... ........... ............................... .................. ....... ............................... ...... .. ......... ............................... ................... -. Y., .. •. i I : .............__.... t , r... , ! : _..t .. T _. ... _.. E ... _ t ..; f... r... ... I._. � . 1 , • t r•• , 1 l ! i. iii j I it : !, ! I i ! i;i { ! I ... ' ! . ! .! i ! li ' l !! ....- ''' - -! ::. [ ...................! f...._............... :..................._. :::J I......- J !. ( .... ........... c : ..:............ '... _....... ............ 1. ................. :! ........' .._.... ............ !!I(•� 'i! : I i !: If h�,�u 1!! 1 :, .. .., ! Ii !;j !i ; !:! i If ........`;. l%! !....,i ..... 4,�..- '....... I!ii.... .. _ ...... _.J.._ ........ ' :! ..................... :: :f i; ;.: I ! ; I' .............. .. t ,! !!! .. I: ! ...:. ' • a i ! i !! tI. a; -� rr TN !:i "!! � \ !it : ! ::r• -.. ,. - E !1-. i I �'!! -..,.! fl FRESH AIR DUCT ' i... ii! ... •I!!} Eiw f (!.JEEiv CY..,L..E \J t_:._C -1v t,tJr....l\ (ii(�f ! \J ( <!.I�(J i ti ! �E.:,._1�:. i :::............:............. „; rt.;t:.:...:� QIJ ! Q: E i; i I, ii I; I!! ;E............� !'...........! .............. .. •! - I:, I!I ...... �, !it i UP TO MAU ::;. j: J !i li ! I; K1:JL ;! <I;J� !,! :;(_,��P� ! �UE*E*N !, LJEEN f. UEEN li 0UE'E1 \; uU� F ! \! A C�SSIBLE* _! ii U _N 1 ��U�E� ! a `�J ... t ........._ ................. ............:. t t .. ! . . S ; i 1 ..... . ' : `• -• ................. 1 i ! ._............... . , _ .............._....... _. _..........._..... , _... ( _...... I! 24X24 , ! , - : ! [ 'l'� ! ! ; �,.,:.. I..L_.'!!! ......... .......... :!!' /... ...... j ... /'.. ..�... :r�r2 c.r !! /.'�4- It /TC !. 1 ..i '-J !!' I ..!1. Cf ;, / �' 1 /.!.�1. j .. �f1C' ' i ii, /.3JJ 1 ... �'tI C• I�i_ - -!.? .; 1; »UC /!l:V ir. ' .. , L I i ......... ! ,- 5 r +- a ! • : ! ! ! ... .. .................) ........._...........� !........:.............. ' t : i........................ a ! i : 1 ,• , i i ...!... ! .. !, I.. IH ......: ... J (........_--- ....._....� I , .......__..... I I__.....................I ! t......................... , f .... ......:........� : ! : ' ' I VE - i ... ...... ; i ,. !,. FRESH AIR DUCT f; �j' ! iii !' I I ;....:II! i! ..'.�! !t._.:! !I R -2 (U HG) ' I ! ; i .! !€ - I THROUGH ROOF _ :; \ J ! _ !€: ! UP 26X22 ! , h,/ 1 180 CFM EF 8 UP TO MAU 40 SHAFT DUCT !!; ! iii 'I :: -:�! ! ! 95 CFM .•.;•...I !.II if (+) ! } AT THIS LOCATION ONLY \, ! ! iii ; ! :?�! - ! ! ! ; i ; ;! _......_ ........ I 0X8 ...... ;iii ! 1 325 CFM ' : I :! - I TERL:.{3Ef<....... , �:!, !., Ijl..'' t .' ;; �I I '! •, r. II '! .I i!•. I' i!.... H o _... T MO ! • I: 14X10 ,..._iI; ) #. }I {' I. i, ` ii 1 ...}..... DI LOW ! 1 ........... f..... I _..........._....... , I 9 M ,.... �....... Ii........._ ................ ...... ..... i ! ! ' ' f;' : ''I ' I ;:! ' ! ` a'_ ! !' �! ' I ; ! ;...i,... , ( OCK I! i ' 00 CFM 22X22 5 UPS t { ` f w8i♦ + !' !•i ,•gQ it ! ! '� i 5F t .°�.> .. ...... IEI 4 ', INT I ! ��8, I ;. I 1 ,> r � . t I i ! , ....� ! ! t ! 1 t . I I ...W- MOTOR !` I ! I t H y ! I 2ox18 l: i _."' v t � \ .:' S 4 P .' ,,:: , . .. i' ,! ... � .� .}; , l: tr ^ - � .. ! c... �. "is . !t d :! i ,) .- ................_............_ :'-, f • e-+! n- •! .. I - I i ,..._ .. ............_......_........... .............. .._ ; ! E - — — — — ' ...�:::� �:::.!... .- .. . �• E -1 E -1 � ..:._...! L._p_ E -1 ��-1 -� I :::: ::.!... -�.. E 1 J E 1 � .......!!} }, ► I ! ! ...;.,, E 1 E 1 DN LOW ;! ,! ! E - : ; ; } - ! E - ? E - 1 ; . !::..... ; >..... !. _...... .....a.... �, I �:- 1 -: ! , ! .._ ......A - - )I !:. L. .. f,�. �.. :: :.! -�- ,�'.. �<. _ , _ ! i HVAC' ,t • \ 111 .. _ I _ , . :r., . \ _ _ 1 - - f H AC -1 HVAC 1 !'! H AC -1 !'`'HVAC 1 - ( ! \ H AC 1 r HVAC 1.� . H AC 1 HVAC 1,9 ! ! H AC 1 11 !; . ! r HVAC -1 ; ;? \ H AC 1 ,, : HV, C 1 ; ; ! :! % E= -�t' i ! !i f AC 1 :J 360 CFM !:; I ! :� 1. ! !I it i ! '! ; / I t „ ! ! !! 4 4 RA U , �_ ; ! I ! \_�,, ! \ \HVAC-1 ! !!! ii 'I, i. J I i,: a / ` <:JI i! ;! �. 4:a !i ii \ f ;,I I�) ! ! !! 1 � ! •/ J li! t ,! 1QX1Q {0 i \ :'; !i J !•! g !•! :! ! .. !:, i ! ! „ y u !'l is . / I ,. ............... ; ., ..............................� r , .. .....__.................._.. , I ... ,: , \ -... - I> , I � ---•• ••(— -- / `,. ! ,:! \� , !` �', ,•--._. � —„ . \. ! " 1! I ` ! '' �/ I r' � , ` � r !? I iJ' !I: "\ ` ? t , E '�� i �! — T I I ii ' _' _,. — .., !I ,. ♦.. !: , (� : �; 1 I ! , 1 ! . � , ' ! I (. !! \ I ! n t t . I ; ,. 1 I ! Il "'�. \ ' ! ii \ ! 22X24 RA.;: _ i i T !T 1 >� ! , T ! a ! f: ? T ( o!!; T, \ ! ! � .:. .: : T '!i :! i T . o ! y !' ! T F , !, F ,; !, ,- !! I:: - ( ?'� - -- •, .. ; i €!„ f �, !] I ! .t��• - -.- r ! 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I .................. .............................. HVAC -1 HVAC -1 :..i; II '! ; '� ! . . T 1 HVAC -1 i ;;,': .. ,:: !: i i, I .�E..,. ' ? ?... ....10X101 SA UP HVAC - I! ? fit II I I! !! `� ! 1` �1p L' 12X12' RA UP , i , I ! ' ; i EF -10 40 CFM G WALL CAP - - ....... - ! ( ! ! 4 DRYER - VAC __..__. ................_.........._ . I ! :..............._.._! ! • _.............._ , .. ! , ' ! t.........._........ I !._.... ....i III c.... , i i:l ...I EXHAUST , .......................... ............. ..... ........ .............................. . ....................... . —.... T — !') �— HVAC -1 HVAC -1 HVAC -1 HVAC -1 HVAC -1 HVAC -1 HVAC -1 - HVAC -1 HVAC -1 ! ( ' � I , ! I i i I , I i A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: F 7 >> .. ............................... d ® CAMERON C. MERKEL ................................ 94013 �j, . SCEN�r,� 4 ��FSS Ol�� . CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 >m 0 -cj) 0 0 w 0 w = o U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: FOURTH FLOOF HVAC PLAN PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT.- IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. FOURTH FLOOR HVAC PLAN SCALE: 1/8" = 1' -0" PROJECT NO: 0404: DATE 10 -14-0' SHEET NO: M=4 a ; Y ; t c ; , ♦�,, : r ! ! ; I I ! i I { ; 't 1 1 t i i ! I ! ! 1 i ! ! 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MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: « OF or ..... .CAMERON C. 6 . .......... . ............. o 94013 � • s V. /C ENS �� CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 -293 -1350 Q F- o � � a J O J off W L� ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: FIFTH FL OOR HVAC PLAN PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR .ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. FIFTH FLOOR RVAC PLAN SCALE: 1/8" = 1' -0" PROJECT NO: 0404 DATE 10 -14 -0 SHEET NO: M=5 Integra Service Group A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: �n • •'. �; ��n 1 4 .4....,.....�........i .- 0 CAMERON C. MERKEL . . , .............................� : ; I� • 94€1 3 i ��r�NIS� ©�.�� CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701- 293 -1350 "— PRE MANUFACTURED ROOF CURB SUPPLIED E -1 BY MECHANICAL CONTRACTOR. INSTALLED BY 35 CFM GENERAL CONTRACTOR. GENERAL CONTRACTOR (TYPICAL) TO PAINT TO MATCH ROOF COLOR. (TYPICAL) PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. GKLLNHLUK hl HOOD SIZE: 3 THROAT SIZE: THROAT AREA: PREFABRICATE( ROOF CURB (12" HIGH MIP DUCT TO TOP OF ELEVATOR FACTORY ASSEMBLED HINGED HOOD WITH LATCH AND BIRD SCREEN CURB CAP SEE NOTE 1 SEE NOTE 2 SLOPED ROOF DRIP PAN (SECURE TO STRUCTURE) 2. SECURE ROOF CURB AND DUCTWORK TO ROOF PER MANUFACTURER'S RECOMMENDATIONS FOR SLOPED ROOF APPLICATION. SEE ARCHITECTURAL. � ELEVATOR VENT HOOD DETAIL SCALE: NONE DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN CLEAN OUT PITCH DOWN CLEAN OUT 1:: ► 'N _ w © RTU CONDENSATE DR AIN SCALE: NONE EXHAUST CHASE OPEN TO CHASE 4" 0 (TYPICAL) SEAL PENETRATION AIR TIGHT WITH APPROVED FIRE RATED SEALANT TO TOILET EXHAUST REGISTER WITH SCREW OPERATED OPPOSED BLADE DAMPER FOR BALANCING (35 CFM) (TYPICAL) NOTE: INSTALL IN STRICT COMPLIANCE WITH BUILDING CODE AND NFPA 90 —A REQUIREMENTS 'TOILET EXHAUST DETAIL SCALE: NONE ISSUED FOR: FIFfH FLOOR '° ...... .. s: 1 ... SCHEMATIC DESIGN RATED FLOOR /CEILING E -1 SEE ARCH FOR ' DESIGN DEVELOPMENT r '•; 35 CFM ASSEMBLY - {� ,3 PERMIT NOTES: _ 1. PROVIDE SAFING INSUL, RATED SHAFT ! & /OR FIREPROOF CAULK AT CONSTRUCTION DOCUMENTS SEE— ARCH. FOR ' ' ALL THROUGH PENETRATIONS. s INSTALL AS PER MANUFACTURER'S ASSEMBLY FOURTH FLOOR ? RECOMMENDATIONS AND PER ^iD;v:= LOCAL CODE. USE STI STYSTEM S.' NO. FC7002 OR APPROVED EQUAL) REVISIONS: 4" SUB DUCT 3 E -1 2. SUBCONTRACTOR TO SUPPLY MIN. 26 , GA. ; i 35 CFM ALL DUCT AND ROOF VENTS. (TYPICAL) 3. BATHROOM EXHAUST DUCTS s: I > ' TO BE TIED INTO 36 "x6" DUCT COLLECTOR AND VENTED THRU MIN. 26 GA. ROOF WITH VENT STACKS W/ I I ' ;•' FLASHING CAP OR AS PER STATE & /OR LOCAL CODES. I THIRD FLOOR i r 4. EXHAUST FAN IS TO BE �� rj- LOCATED A "":: r� [MUM 01" 24 " FROM SPRINKLER HEADS ! 5. ALL DUCTS IN ATTIC SPACE I BOTTOM 4" OF DUCT f': E -1 SHALL BE SEALED AND WRAPPED TO BE SEALED WATER 35 CFM WITH 2" EXTERIOR INSULATION. TIGHT TO FORM AN { I 6. CONTRACTOR SHALL COORDINATE LOCATIONS TITLE: EVAPORATIVE DRIP PAN. OF MECHANICAL DUCTWORK WITH THE GENERAL ! €, CONTRACTOR AND PLUMBING CONTRACTOR. ROO H VA C Ii } PLAN S_ ECOND FLOOR A I FIRST FLOOR PROJECT NO 0404: DATE 10 -14 -0d BATHROOM EXHAUST RISER DETAIL SHEET NO: SCALE: NONE I M=6 SCALE: 1/8" = 1' -0" I. Jl. jL xg' i 's NOTES: t K 1. SECURE CURB TO WOOD NAILING STRIP WITH 3/8" CADMIUM PLATED LAG BOLTS NOT OVER 12: ON CENTER. PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY.INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR ORDINANCES. DHU -1 — 3000 CFM POOL EQUIPMENT ROOM : - I I • I :') I - { _:D l \ j I I .' 'u N f� ! Ii i ......................... I I i ;: LJ p i ...._ ............................... ....... ..... .............'................. ...... D k._ J_ I f i I( .............................. , .............. ............................... ii FRESH AIR GRILLE 760 CFM 500 FPM MAX. PROVIDE 2" EXTERNAL INSULATION ON ALL FRESH AIR DUCTWORK. 15KW ® 208 VOLTS 3 PHASE POWER, 2 STAGE DUCT HEATER PROVIDE DUCT MOUNTED THERMOSTAT. MAX 0.10 WG. PRESSURE DROP. i 00 SA :I II 28X20 SA �I -18X14 OA �I I i i ..... ............. ....� 1 20X20 SA ............' ki Q i I LG ' I! :................ '�s x i E l l I ! V I i ?� i .................! «.,:............... .......................... :... i 1 : ............... ... !I :i ! ("I [� i i I lil •h (1 ! :.................. \\\ ! i L '_I B ; p i ... ..........._..................! ... _ ..................... _ ............... ..� :....i i f` 1 I•- i I ........... :. :�kll u . 1 .................... _ ....... .......................... i ........................... ............................... ! ! ....... ............................... ...... i — — — — — — — -11404 EA i 10X8 SA I = ERF -� {........... �- _ 12X12' SA .................................. ; (........... ............................... •, I ! / 1 ..................... ..... /........_.... i (! 7 i I 4 ! , s WALL CAP n Ni IN U X co CU —DHU -1 ON CONC. PAD 1 I � x co n IVI ICI u X 375 CFM 4X60 (8 THUS) N r j i i ;i ....... ........ _ ................. .......... D i o cl) 1 I � x co n IVI ICI u X 375 CFM 4X60 (8 THUS) N r j i ;i ....... ........ _ ................. .......... D i o cl) 1 I � x co n IVI ICI u X 375 CFM 4X60 (8 THUS) N r j i \ D i o cl) � C45 W X z Q x to 1 I � x co n IVI ICI u X 375 CFM 4X60 (8 THUS) N r j i \ D i Integra Service Group Q S G A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: p'CE OF ...:..... ............................. CAMERON C. MERKEL i 8 94013 ; tt� �,r•� /C E�•' IFS''• E CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 �H o D Q o cl) � C45 W o z U REVISIONS: SUPPORT DUCT FROM JOISTS ANGLE DUCT TOWARD RTU ' -�- #12 S.W.G. GALV. WIRE TO JOISTS KRUEGER C FSR -2 CEILING DAMPER T \/7777 --- THERMAL BLANKET CEILING TILE T BAR FRAME 1 GRILLE ASSEMBLY - SUSPENDED CEILING TILE SCALE: NONE 12" FROM CEILING 6" 18 "X30" CAP W/ BUG SCREEN MOTOR OPERATED DAMPER 18 "X30" CAP W/ BUG SCREEN MOTOR OPERATED DAMPER 36" 12" --I THERMAL (8) -8 "0 DUCTS PROVIDE 1" EXTERIOR INSULATION 12 "x26" CAP UKYLK KUUM I-.A. UKYtK LAHAUJi NOTE: PROVIDE FRESH AIR FOR EACH DRYER AND SINGLE EXHAUST FOR EACH DRYER'S MOD OPERATION TIED IN WITH DRYERS. DRYER LIGHTS WHEN MOD IS FULL OPEN. DRYER FRESH AIR & EXHA UST DETAILS NO SCALE /2 LI T POSITION ENTERS D IRON S SPECIFIED FOR DUCTWORK 1 1/2" POCKET RI S SPECIFIED SLIP 1 1/2" MIN. TO 3" MAX. DUCT WASHER INSTALLED. 6" NOMINAL WIDTH FLANGED CONNECTION WITH MATERIAL TAUT. ON FAN SIDE 1 o RECTANGULAR FLEXIBLE CONMCTION SCALE: NONE QUICK ACCESS SPRING LATCH (TYP) "RUSKIN" ADHP -3 16 GA HIGH PRESSURE ACCESS DOOR W/ GASKET, SIZE TO SUIT DAMPER REMOVAL, SECURE ACCESS DOOR TO DUCT W/ SHEET METAL SCREWS PER MFGR INSTALLATION INSTRUCTIONS. DUCTWORK, SEE PLAN FOR SIZE. 11 DAMPER ACCESS DOOR DETAIL NO SCALE PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING. THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAWS AND /OR, ORDINANCES. 8" FLEX (VERT. ONLY) OR STEEL DUCT. KRUEGER CD -RD -88 CEILING DAMPER USE #12 S.W.G. GALV. WIRE TO SUPPORT F.D. FROM ROOF STRUCTURE IF FLEX IS USED, OTHERWISE SUPPORT FROM DUCTWORK. SOLID CEILING ASSEMBLY 0 GRILLE ASSEMBLY SCALE: NONE rni nnururl� irariun nnu \ i v �nnn PLAN OR SIDE VIEW (`3� DUCT TRANSITION DETAIL SCALE: NONE PLAN OR SIDE VIEW DUCT TRANSITION WITH EQUIPMENT IN DUCT SCALE: NONE GAS PIPE SEE PLAN FOR SIZE `1_ 4x4x2' -0" GREEN TREATED SPACED EVERY 10 FEET REMOVABLE PIPE RETAINER BRACKET GALVANIZED STEEL. MIN. 18 GAGE WITH WELDED SEAMS FLEXIBLE CONNECTION FRESH AIR DUCT RETURN AIR DUCT FIRE DAMPER DETAIL SCALE: NONE 100% FREE AREA FOR DUCT -- D PROVIDE FLOW SWITCH NOTE: IN SECONDARY DRAIN PAN. ALL SUPPLY AIR AND FRESH SAFE -T- SWITCH. AIR DUCTS IN ATTIC SHALL INTERLOCK SWITCH WITH BE INSULATED WITH 1-1/2" CONTROLS TO SHUT OFF UNIT. DUCT WRAP. PROVIDE CLEARANCE FOR FILTER REPLACEMENT 8 FAN COIL UNIT DETAIL SCALE: NONE FLEXIBLE CONNECTION DRAIN WITH P -TRAP, ON UNIT. ROUTE TO PLUMBING SYSTEM. FULL SIZE OF CONNECTION 1 1/2' X 1 1/2' 16 GA MIN. DAMPER SHALL BE SECURED TO COLLAR WITH 1/4" DIA. BOLTS FUSIBLE LINK DUCT 4° "S" SLIP FOR SLEEVE CONNECTION FUSIBLE LINK LINKAGE OPERATOR FUSIBLE LINK MOUNTING EA LINKAGE OPERATOR WALL OR PARTITION-/ DUCT -� (' FIRE i SMOKE DAMPER DETAIL SCALE: NONE FIRE RATED Wl "S" JOINT OR TO DUCT. (TY SIDES OF FIRE JUNCTION BOX DAMPER MOT01 OPERATOR (ELECTRICALLY POWERED) PROVIDE ROUN CONNECTION W SHOWN ON DN GALVANIZED SLEEVE ,FURNISHED WITH DAMPER) )NE PIECE ROLL FORMED 3ALVANIZED STEEL FRAME )VER CENTER -OCK 'x1/8" GALVANIZED AE (FURNISHED WITH EXHAUST FAN FF1(1O RADIATION DAMPER EILING GRILL 1. FIRE /SMOKE DAMPER INSTALLATION 3. SMOKE DAMPER SHALL BE ACTIVATED SHALL MEET U.L. REQUIREMENTS FROM SMOKE DETECTOR TO CLOSE UPON 2. FURNISH COMPLETE WITH 120 VOLT SMOKE DETECTION. DAMPER ACTUATOR FURNISHED COMPLETE 4. PROVIDE FAIL SAFE DESIGN WHICH WILL WITH SMOKE DAMPER FOR A UL RATED SMOKE DAMPER. ENABLE THE DAMPER TO AUTOMATICALLY CLOSE DUE TO LOSS OF POWER. 5 FIIftE /SMOKE DAMPER DETAIL SCALE: NONE 1/8" PER LINEAR FOOT DAMPER SLEEVE DUCT — STRUCTURE �BATHROOM EXHAUST FAN DETAIL SCALE: NONE SEE PLANS FOR LOCATIONS FIRE RATED WA 1/4" 1/4" FIBER FR TOP AND BOTH FULL LENGTH "S" JOINT OR SLEEVE TO DUI JUNCTION BOX DAMPER MOTOf IN ACCESS CAI (ELECTRICALLY GALVANIZED SL (FURNISHED WI NOTE: NO. 10 SCREWS 12" ON CENTER ALL FOUR SIDES ONE PIECE ROLL FORMED GALVANIZED STEEL FRAME STEEL GRILLE (MIN.. 26 GA.) GRILLE TO BE FASTENED TO INTEGRAL SLEEVE WITH #8 (MIN) SCREWS. OVER CENTER LOCK OPPOSED BLADE VOLUME DAMPER 3/4" FLANGE 1. FIRE /SMOKE DAMPER INSTALLATION 3. SMOKE DAMPER SHALL BE ACTIVATED SHALL MEET U.L. REQUIREMENTS FROM SMOKE DETECTOR TO CLOSE UPON SMOKE DETECTION. 2. FURNISH COMPLETE WITH 120 VOLT DAMPER ACTUATOR FURNISHED COMPLETE 4. PROVIDE FAIL SAFE DESIGN WHICH WILL WITH SMOKE DAMPER FOR A UL RATED ENABLE THE DAMPER TO AUTOMATICALLY SMOKE DAMPER. CLOSE DUE TO LOSS OF POWER. 14 FIRE /SMOKE DAMPER AT GRILLE DETAIL SCALE: NONE 100% FREE AREA FOR DUCT SUPPLY AIR DUCT FAN COIL UNIT SUSPEND FROM STRUCTURE FASTEN HANGER RODS SPRING VIBRATION ISOLATORS (TYPICAL OF 4) ELECTRIC HEATER FURNISHED WITH FAN COIL UNIT FAN COIL UNIT it THREADED 3/8" DIA. ` — B A RR ER DUCT�WRAP 20A 1�HANGAR ROD SPACED 11 60" O.C. MAX EACH 11 SIDE OF DUCT 16 GA. GALV. STEEL EXHAUST DUCT. ALL JOINTS ,& SEAMS MADE W/ CONTINUOUS GREASE TIGHT WELD OR BRAZE ON EXTERNAL �2 "x2 "x1/4" STEEL ANGLE W/ SURFACE OF DUCT. SLOPE 1/4" DIA.x2" LAG SCREWS TO 1/4" PER FOOT BACK TO TRUSS (EA. SIDE) KITCHEN HOOD. 16 RATED GREASE DUCT ENCLOSURE SCALE: NONE (2) LAYERS 3M FIRE BARRIER DUCT WRAP 20A 16 GA. GALV. STEEL - EXHAUST DUCT. ALL JOINTS & SEAMS MADE W/ CONTINUOUS GREASE TIGHT WELD OR BRAZE ON EXTERNAL SURFACE OF DUCT. SLOPE 1/4" PER FOOT BACK TO KITCHEN HOOD. SEE PLAN FOR SIZES. REMOVABLE GREASE DRAWER 22 GA. GALV. STEEL SHEET AT WALL TO SUIT HOOD HEIGHT FROM BOTTOM OF HOOD TO TOP OF BASEBOARD. SUPPLY DUCT SEE PLAN FOR SIZE - I 48" MAX. _ _ _ _ 6" MIN. ALL AROUND KITCHEN APPLIANCE BY OTHERS I FLOOR Ij RANGEH00D DETAIL SCALE: NONE Integra !Service Group A R C H I T E C T U R E 11 m m 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 % SEAL: T� lop AMEf,'ON C. MERKEL ar CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: Q 11/4/04 CITY /ADA COMMENTS TITLE: HVAC DETAILS • • ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: Q 11/4/04 CITY /ADA COMMENTS TITLE: HVAC DETAILS Z -- MAKEUP AIR UNIT SCHEDULE ROOF TOP UNIT SCHEDULE KEF -1 MAU -1 MAU -2 MAU -3 TRANE TAG: MAKE: MODEL: TRANE FAHA0316A TRANE FAH0406C FAH0406A CFM: 3000 0.5 200 MBH 160 MBH 4000 0.5 250 MBH 200 MBH 1. 00 00 MBH 240 MBH 30 ESP: HEATING CAPACITY AMBIENT: 20'F 20'17 78' F LEAVING AIR TEMPERTURE: 69' F 66' F 259 MBH 261 MBH COOLING CAPACITY AMBIENT: 208 MBH 100'F DB 75'F WB 109F DB 75'17 WB 100'17 DB 75'F WB LEAVING AIR TEMPERTURE: - Y4 F DB 75'17 WB 55'F DB WB 55'F DB WB 60 VOLTAGE: 208 3 60 208/3/60 5 0 HP 3 FAN MOTOR: 3 HP 134 A 5 HP 152 A 152 A 208 3 60 MCA: 175 A 200 A 200 A MOP: 20 A - - 43.3 A WEIGHT: MOP: NOTES: 50 A 8.6 1. MAU -1, 2 TO CONDITION AIR TO 79F IN SUMMER AND 60'F IN WINTER. EER: MAX OPERATING WEIGHT: 2. PROVIDE 2" FILTER MODULE FOR OUTDOOR AIR SIDE 1300 LBS. 3. PROVIDE VIBRATION ISOLATION NOTES: 1. PROVIDE FACTORY FABRICATED VIBRATION ISOLATION 4. INTERLOCK KEF -1 AND MAU -3 TOGETHER. OPERATION OF Fne THE KITCHEN HOOD SHALL START /STOP FOR ALL MOTORS. MAU -3 AND KEF -1. (EXHAUST AND MAU SYSTEM SHALL BE 1140 CONNECTED BY AN ELECTRICAL INTERLOCKING SWITCH.) 4. A SMOKE 5. MAKEUP AIR UNITS MAU -3 SHALL BE PROVIDED WITH A UNIT CONTROLLER FCU -1 CAPABLE OF HEATING AND COOLING. 5 A 6. MECHANICAL CONTRACTOR TO PROVIDE ROOF CURBS FOR MAU -1, AND 2. MOP: 1 15 A 7. MECHANICAL CONTRACTOR TO PROVIDE STAND FOR MAU -3. NOTES EXHAUST FAN SCHEDULE 0.37 NOTES: 1. PROVIDE CRD -320 RADIATION DAMPER ACCESSORY ON FAN EF -7 AND EF -8. 2. CONTRACTOR TO PROVIDE ROOF CURBS FOR EF -6'S AND EF -9'S. 3. TA -1 TO BE LOCATED LOW TO THE FLOOR NOTE: 1. HOOD SHALL BE STAINLESS STEEL WHERE EXPOSED. 2. HOOD SHALL BE ALL STAINLESS STEEL. 3. HOOD SHALL BE U.L. 710 LISTED. 4. HOOD SHALL BE N.S.L. LABELED. 5. HOOD SHALL BE FITTED AND PROVIDED WITH STAINLESS STEEL, STANDARD DUTY, U.L. CLASSIFIED GREASE FILTERS. 6. HOOD SHALL HAVE PREWIRRED, GLOBE -TYPE INCANDESCENT LIGHTS. 7. HOOD SHALL HAVE VERITCAL WIREWAY WITH OIL -TIGHT SWITCHES FOR LIGHTS AND FAN. 8. HOOD MAKE -UP AIR PLENUM SHALL HAVE PERFORATED STAINLESS STEEL FACE, WHICH MAY BE REMOVED WITHOUT TOOLS. 9. HOOD SHALL HAVE PERIMETER GUTTER WITH DRAIN. 10. HOOD SHALL HAVE AIRFLOW/ CONDENSATE BAFFLE, WHICH MAYBE REMOVED WITHOUT TOOLS. 11. CONTRACTOR SHALL VERIFY WITH OWNER AND KITCHEN EQUIPMENT SUPPLIER THE MAKE AND MODEL OF HOOD KITCHEN EXHAUST FAN SCHEDULE ROOF TOP UNIT SCHEDULE KEF -1 TAG: RTU -1 RTU -2 RTU -3 TRANE MAKE: TRANE YH612OA3 *M TRANE VHC102A3 *M TCC018F3LOB MODEL: CFM: 3540 3120 3800 ESP: MIN. OUTDOOR AIR: 1'5 420 CFM 1 ' 5 375 CFM .65 150 CFM COOLING CAPACITY: 115 MBH 101 MBH 18 MBH 100' F AMBIENT AIR: 100' F 100' F 63 60 63 60 LEAVING AIR TEMPERATURE: 62 59 150/122 3.74 KW HEATING CAPACITY: INPUT OUTPUT 200/162 VAPOR HOOD 20' F AMBIENT AIR: LEAVING AIR TEMPERATURE: 20' F 101' F 20' F 95.3' F 75' F VOLTAGE: 208 3 60 208 3 60 208/3/60 1' 5 bHP SUPPLY FAN MOTOR: 2.95 bHP 2.95 bHP 20 A MCA: 48.6 A 43.3 A 30 A MOP: 60 A 50 A 8.6 9.35 EER: MAX OPERATING WEIGHT: 9.2 1300 LBS. 1300 LBS. 340 LBS. NOTES: 1. PROVIDE FACTORY FABRICATED VIBRATION ISOLATION ROOF CURB FOR EACH UNIT Fne 2. PROVIDE VIBRATION ISOLATION FOR ALL MOTORS. FAN RPM: 1140 3. PROVIDE ECONOMIZER FOR EACH ROOFTOP UNIT. DETECTOR SHALL BE PROVIDED IN THE RETURN AIR FOR .AUTOMATIC UNIT SHUTDOWN. 4. A SMOKE 208 1 60 FCU -1 MCA: EXHAUST FAN SCHEDULE 0.37 NOTES: 1. PROVIDE CRD -320 RADIATION DAMPER ACCESSORY ON FAN EF -7 AND EF -8. 2. CONTRACTOR TO PROVIDE ROOF CURBS FOR EF -6'S AND EF -9'S. 3. TA -1 TO BE LOCATED LOW TO THE FLOOR NOTE: 1. HOOD SHALL BE STAINLESS STEEL WHERE EXPOSED. 2. HOOD SHALL BE ALL STAINLESS STEEL. 3. HOOD SHALL BE U.L. 710 LISTED. 4. HOOD SHALL BE N.S.L. LABELED. 5. HOOD SHALL BE FITTED AND PROVIDED WITH STAINLESS STEEL, STANDARD DUTY, U.L. CLASSIFIED GREASE FILTERS. 6. HOOD SHALL HAVE PREWIRRED, GLOBE -TYPE INCANDESCENT LIGHTS. 7. HOOD SHALL HAVE VERITCAL WIREWAY WITH OIL -TIGHT SWITCHES FOR LIGHTS AND FAN. 8. HOOD MAKE -UP AIR PLENUM SHALL HAVE PERFORATED STAINLESS STEEL FACE, WHICH MAY BE REMOVED WITHOUT TOOLS. 9. HOOD SHALL HAVE PERIMETER GUTTER WITH DRAIN. 10. HOOD SHALL HAVE AIRFLOW/ CONDENSATE BAFFLE, WHICH MAYBE REMOVED WITHOUT TOOLS. 11. CONTRACTOR SHALL VERIFY WITH OWNER AND KITCHEN EQUIPMENT SUPPLIER THE MAKE AND MODEL OF HOOD KITCHEN EXHAUST FAN SCHEDULE TAG: KEF -1 KEF -2 TYPE: SIDEWALL FAN' SIDEWALL FAN MAKE: GREENHECK GREENHECK MODEL: CWB- 200 -10 CWB -098 -4 CFM: 3800 300 SP: 0.75 0.4 RPM: 1725 1725 SONES: 14.3 8.1 VOLTAGE: 208/6013 3 20 HP: 1 1/4 INTERLOCK: MAU -3 VAPOR HOOD EER: 11.5 10.8 NOTES 1. CONSTRUCTION FOR KEF -1 SHALL WITHSTAND FUMES FROM THE KITCHEN RANGEHOOD. 2. INTERLOCK KEF -1 AND MAU -3 TOGETHER. OPERATION OF THE KITCHEN HOOD SHALL START /STOP MAU -3 AND KEF -1. (EXHAUST AND MAU SYSTEM SHALL BE CONNECTED BY AN ELECTRICAL INTERLOCKING SWITCH.) 3. INTERLOCK KEF -2 WITH DISHWASHER. HEAT PUMP SCHEDULE TAG: HVAC -1 1 HVAC -2 MAKE: AMANA AMANA MODEL: PTH093A35AC PTH123A35AC HEATING BTUH: 9.900 1 9 900 COOLING BTUH: 8.900 11 800 CFM: 240 315 FRESH AIR CFM FAN ONLY : 65 CFM 70 CFM VOLTAGE: 208/1 60 208/l/60 ELECTRIC HEAT @208: 2.9 KW 2.9 KW MCA: 19.6 19.6 MOCP: 20 AMPS 1 20 AMPS EER: 11.5 10.8 N A NOTES: 1. PROVIDE SUBBASE KIT FOR ALL HVAC'S. SUBBASE KIT MODEL NO. PTSB3200 FOR 208V / 20 AMP MODELS, AND MODEL NO. PTS6330D FOR 208V / 30 AMP MODELS. 2. MOUNT & WIRE ADJUSTABLE ROOM THERMOSTAT AS INDICATED ON PLAN. LOW VOLTAGE TO CONTROL HEATER STAGES IN SEQUENCE WITH DELAY BETWEEN STAGES, COMPRESSOR AND CONDENSER FAN, AND SUPPLY FAN TO MAINTAIN TEMPERATURE SETTING. 3. INSTALL CLEAN FILTER AFTER INSTALLATION. 4. MOUNT ON VIBRATION ISOLATION AND STAND AS DETAILED. 5. PROVIDE OVERFLOW SENSOR SWITCH FOR SECONDARY CONDENSATE DRAIN W/ AUTOMATIC SHUT. DOWN TO UNIT. LOUVER SCHEDULE TAG: L -1 MAKE: GREENHECK MODEL: ESJ -401 SIZE 18 "x30" MATERIAL ALUMINUM FINISH KYNAR FLANGE THICKNESS 4" COLOR BY OWNER FREE AREA 1.53 SF NOTES: 1 1. EQUIPMENT LOUVER WITH 1/2 BIRDSCREEN ON THE INNER SIDE. THE HOOD �BY OTHERSI TYPE 1 U.L. LISTED #710 MANUFACTURER GREENHECK MODEL GXB U.L. LISTED EXHAUST AIR FLOW RATE AT 250 CFM /FT OF CAPTURE AREA LENGTH. CAPTURE AREA LENGTH = 180 3750 180 12 = 15 F( X 250 CFM = TOTAL MIN CFM ACTUAL CFM SPECIFIED 3800 THE DUCT DUCT SIZE = 12 X 12 144 = 1.00 SQ. FT. NUMBER OF DUCTS = ? X 2.00 = TOTAL DUCT SQ. FT, 2.00 TOTAL CFM= 3800 +TOTAL DUCT SQ. FT. 2 = 1900 FPM EXHAUST AIR VELOCITY. MINIMUM DISTANCE BETWEEN LOWEST EDGE OF GREASE FILTERS AND COOKING SURFACE: NO EXPOSED FLAME (GRILLS AND FRYERS) 24" EXPOSED FLAME (RANGES AND BURNERS) 24" EXPOSED CHARCOAL OR CHAR BROIL TYPE FIRES 42" THE STATIC PRESSURE HOOD /FILTER 0 7 SP DUCT LENGTH 1 SP ELBOWS 2 SP = 1.0 TOTAL SP THE EXHAUST ER MANUFACTURER MANUFACTURER GREENHECK MODEL CW13- 200 -10 MOTOR 1 HP 208/3/60 VOLTAGE 1725 RPM EXHAUST CFM 3800 AT 1.00 S.P. . THE SUPPLY FAN /BLOWER MANUFACTURER TRANE MODEL FAHAO406A MOTOR 5 HP 92§Z - 3/ - 6-0 VOLTAGE 1150 RPM SUPPLY CFM 3800 AT 1 S.P. AN THE NNTE M AKE- UP NG A IR SY SHALL BE CONNECTED BY 1. CONTRACTOR TO SUPPLY 17.5 "4 DUCT TO 24 "x12" ADAPTER FROM KITCHEN EXHAUST HOOD. Z AND THE OFF THE HOON AROUND ADAPTER HOOD. 3. CONTRACTOR TO USE 17.5 "0 BLACK IRON WELDED DUCT OR 24 "x12' RECTANGULAR WELDED DUCT. 4. CONTRACTOR TO USE 16 GAUGE BLACK IRON DUCT,FULLY WELDED, FIRE WRAP TA ON DUCTWORK. D UCT SYSTEM. CONTRACTOR MUST USE 3M 5. INTERLOCK KEF -1 AND MAU -3 TOGETHER. OPERATION OF THE KITCHEN HOOD SHALL START /STOP MAU -3 AND KEF -1. (EXHAUST AND MAU SYSTEM SHALL BE CONNECTED BY AN ELECTRICAL INTERLOCKING SWITCH.) Integra Service Or0Up _.,•„ m m Z ARCH I T E C T U RE 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: g � T •' .. ............................... d CAMERON C. Ml RI EL A � CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT ROOM TO ROOM TRANSFER FAN TAG: RRTF -1 MAKE: PENN VENTILATION MODEL: ZEPHYR TRANSFAN CFM: 225 CFM @ 0.0 S.P. SONES: 2.2 @ QUIET OPERATION RPM: 1490 VOLTAGE: 115 1 60 FLA: NOTES: 1. FAN LOCATED ABOVE SEPERATIQN DOOR IN SUITES. 2. Y ESTROOM PTAC, SO L RllN BOTH SIMULTANEOUS PLUMBING & MECHANICAL ORDINANCES: THIS DRAWING IS REPRESENTATIVE IN NATURE ONLY. ALL PLUMBING AND MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE, COUNTY, MUNICIPAL AND FEDERAL LAWS AND /OR ORDINANCES GOVERNING THE PROJECT. IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH LAWS AND /OR ORDINANCES, THE LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE LAW AND / OR ORDINANCES. 1 POOL DECTRON UNIT SCREDULE(POOL) TAG: DHU -1 MAKE: DECTRON MODEL: DSV -30 CFM: 3000 TYPE: VERTICAL UNIT ESP IN WG: 0.5 HORSEPOWER: 2 HP FLA: 6 CFM MINIMUM OUTDOOR AIR: 790 NUMBER OF COMPRESSORS: 1 LRA: 156 RLA: 20.7 KW: 6.3 TOTAL CAPACITY BTUH PER COMPRESSOR: 70,660 BTUH MOISTURE REMOVAL: 30.3 LBS. RELATIVE HUMIDITY RANGE: 40'F TO 70'17 RH EVAPORATOR SENSIBLE CAPACITY BTUH : 35 240 POOL WATER HEATER TYPE: N A GPM: N A PRESSURE DROP PSIG : N A ELECTRICAL DATA MCA: 32 MOP: 50 NOMINAL UNIT KW: 6.3 VOLTAGE: 208 PHASE: 3 HERTZ: 60 CONDENSOR UNIT TAG: CU -DHU -1 MAKE: DECTR 0 CDS -008 @ 100 - F AMBIENT MODEL: Fne FAN HP: 772 FAN RPM: 1140 crI ►_1 n VOLTAGE: 208 1 60 FCU -1 MCA: 5 A MOP: 1 15 A NOTES CONTRACTOR SHALL PROVIDE AND INSTALL THERMOSTAT AND HUMIDISTAT. 1. MECHANICAL SHALL RUN ALL LOW VOLTAGE WIRING ASSOCIATED WITH UNIT. 2. MECHANICAL CONTRACTOR NOT 1. MECH. CONTRACTOR SHALL RUN REFRIGERANT PIPING AS PER MFG. 2. MECH. CONTRACTOR SHALL PROVIDE AND INSTALL A CONCRETE HOUSEKEEPING PAD FOR CONDESING UNITS 3. MECH. CONTRACTOR SHALL RECEIVE MFG. APPROVED FOR PROPOSED ROUTING AND DISTANCE AND SHALL PROVIDE "AS BUILT" DRAWINGS FOR ROUTED PIPES. CONSTRUCTION DOCUMENTS REVISIONS: NLUK: I J[G r_t niv �. �• CONDENSING UNIT SCHEDULE CU -1 CU - 2 CU -3 CU -4 CU -5 CU -6 CU -7 CU -8 TRANE TRANE CU -9 TRANE CU -10 TRANE CO -11 TRANE CU -12 TRANE CU -13 TRANE TRANE TRANE TRANE TRANE 2TTB0048 TRANE TRANE 2TTB0060 TTA090A TONS 3 TON 2TTB0060 TTA090A 7.5 TONS TTA090A 7.5 TONS 4 TONS 5 TONS 7.5 TO 1 O ONS 2 7.5 O TONS 208/3/60 7.5 208 3 60 7.5 208/3/60 208 3 ]NO 5 TONS qGE: 208 3 60 208 3 60 208 3 60 208/3/60 208 3 60 208 3 60 /-VU 3 60 208/3160 15A 208 3 60 37A 52.6A 37A 37A 22A 388 37A 37A 30A 38A 37A 52.6A 60A 60A 25A 60A 60A 60A 60A 35A cne Fne sna 50A __ 60A __ _ _ �.,� - cni t n crI ►_1 n GCi i_11 FCI1 - 9 FCU -1 NOT 1. MECH. CONTRACTOR SHALL RUN REFRIGERANT PIPING AS PER MFG. 2. MECH. CONTRACTOR SHALL PROVIDE AND INSTALL A CONCRETE HOUSEKEEPING PAD FOR CONDESING UNITS 3. MECH. CONTRACTOR SHALL RECEIVE MFG. APPROVED FOR PROPOSED ROUTING AND DISTANCE AND SHALL PROVIDE "AS BUILT" DRAWINGS FOR ROUTED PIPES. CONSTRUCTION DOCUMENTS REVISIONS: NLUK: I J[G r_t niv �. �• NOTES: 1, ELECTRICAL ORDINANCES: ALL ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE, STATE, COUNTRY, MUNICIPAL, AND FEDERAL LAWS AND /OR GOVERNING THE PROJECT, IF IN ANY INSTANCE THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH CODES, LAWS, AND /OR ORDINANCES, THE CODE, LAWS AND /OR ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE CODES, LAWS, AND /OR ORDINANCES. 2. ELECTRICAL CONTRACTOR SHALL CONTACT UTILITY CO. AND VERIFY SERVICE REQUIREMENTS. PROVIDE CIRCUITS AND RACEWAY NOT PROVIDED BY THE UTILITY. INSTALL SERVICE EQUIPMENT PER UTILITY CO. REQUIREMENTS. PROVIDE AND INSTALL TRANSFORMER PAD FOR PAD MOUNT TRANSFORMERS PER UTILITY CO. REQUIREMENTS. 3. GROUND BUILDING SERVICE TO WATER PIPE AND MADE ELECTRODES, MADE ELECTRODES SHALL CONSIST OF THREE 10'X3/4° COPPER CLAD STEEL GROUND RODS, GROUND RODS SHALL BE DRIVEN TO FORM A TRIANGLE WITH SIDES A MINIMUM OF 10' LENGTH BETWEEN RODS, CONNECT RODS TOGETHER WITH 3/0 COPPER GROUND WIRE. GROUND ELECTRODE CONDUCTOR SHALL BE 300 MCM, 4. ALL CONDUCTORS SHALL BE COPPER. BUILDING POWER WIRING SHALL HAVE THHN /THWN INSULATION, CONDUCTOR AMPACITY SHALL BE BASED ON TABLE 310 -16 OF NEC, USE 75- DEGREE C. RATING FOR CIRCUITS TERMINATION ON DEVICES BELOW 100A, USE APPROPRIATE DEGREE C. RATING FOR CIRCUITS TERMINATION ON DEVICES AND CONDUCTORS IF MANUFACTURER'S RECOMMENDATIONS STIPULATE DIFFERENTLY. RESIZE CONDIUT IF NECESSARY, 5, THE FOLLOWING WIRING METHODS SHALL BE ACCEPTABLE FOR INSTALLATION OF ELECTRICAL CIRCUITS IF APPROVED BY LOCAL AUTHORITY+ ENT, TYPE MC CABLE, TYPE NM CABLE, TYPE SE CABLE, INTERMEDIATE METAL CONDUIT, RIGID METAL CONDUIT, RIGID NONMETALLIC CONDUIT, ELECTRICAL METALLIC TUBING, FLEXIBLE METALLIC TUBING, FLEXIBLE METAL CONDUIT, AND LIQUID TIGHT FLEXIBLE CONDUIT, ALL WIRING METHODS SHALL INCLUDE AN EQUIPMENT GROUNDING CONDUCTOR SIZED FOR THE CIRCUITS TO BE INSTALLED THEREIN, 6. SERVICE EQUIPMENT: OVER CURRENT DEVICE AND ENCLOSURES SHALL BE RATED FOR A FULL -RATED PANEL AND CAPABLE OF HANDLING THE AVAILABLE FAULT CURRENT CALCULATED AND SPECIFIED. 7, INSTALL A LOCKABLE DISCONNECT IN THE ELEVATOR ROOM FOR CAB 120V POWER, PROVIDE POWER TO SWITCH FROM A DEDICATED GFI PROTECTED 20A, 120V, 1P BRANCH CIRCUIT BREAKER, COORDINATE ELEVATOR ROOM ELECTRICAL INSTALLATION WITH ELEVATOR INSTALLER. 8. PROVIDE SHUNT TRIP INTERLOCK FOR ALL POWER FEEDING THE ELEVATOR MECHANICAL ROOM AND PIT EQUIPMENT /DEVICES. THE SHUNT TRIP INTERLOCKS SHALL BE INTERLOCKED WITH ELEVATOR CONTROLS AND FIRE ALARM PANEL. ELECTRICAL CONTRACTOR TO COORDINATE INSTALLATION WITH THE FIRE ALARM SPECIALIST. 9, INSTALL PANEL FEEDERS BELOW GRADE WHERE POSSIBLE. ALL BELOW GRADE CONDUIT SHALL BE PVC. OTHER WIRING METHODS SHALL BE AS PERMITTED BY STATE AND LOCAL CODES AND ORDINANCES. PROVIDE AND INSTALL APPROVED FIRE STOP MATERIAL AT CORRIDOR PENETRATION. 10, OUTLET BOXES LOCATED BACK TO BACK IN FIRE RATED WALLS SHALL HAVE A MINIMUM OF TWO FEET HORIZONTALLY BETWEEN. THEM, OUTLET BOXES WITH LESS THAT TWO FEET HORIZONTALLY BETWEEN THEM SHALL HAVE A FIRE PROTECTIVE MATERIAL PLACED ON OR AROUND THE BOXES, 11, ALL UNDERGROUND WIRE MUST BE IN NON - METALLIC CONDUIT. 12, CONNECT EMERGENCY LIGHTING UNIT TO AREA LIGHTING CIRCUITS AHEAD OF ANY SWITCHES. 13, ALL BRANCH CIRCUITS EXCEEDING 100 FEET (CONSECUTIVELY) IN LENGTH SHALL BE INCREASED IN SIZE BY AT LEAST ONE CONDUCTOR SIZE LARGER THAN INDICATED OR SPECIFIED. 14, FOR SIGN LIGHTING USE #8 AWG FOR CIRCUIT AND GROUNDING CONDUCTORS, FOR PARKING LOT LIGHTING USE #6 AWG FOR ALL CIRCUIT AND GROUNDING CONDUCTORS, VERIFY REQUIRED CIRCUITS WITH SIGNAGE MANUFACTURER, 15. PROVIDE MANUAL OVERRIDE SWITCH FOR .EXTERIOR LIGHTS & EXTERIOR SIGNS IN ELECT ROOM. 16. USE #12 AWG FOR 15A AND 20A BRANCH CIRCUITS CONDUCTORS AND #10 AWG FOR 30A BRANCH CIRCUIT CONDUCTORS, 17. POOL LIGHTS SHALL BE ON GFI CIRCUIT BREAKER, 18. PROVIDE °TIME CLOCK' CONTROL FOR EXTERIOR SIGNS. PROVIDE PHOTOCELL CONTROL FOR EXTERIOR LIGHTING. PROVIDE MANUAL TIME CLOCK SWITCHES FOR EXTERIOR LIGHTS AND SIGNS IN THE ELECTRICAL ROOM. CIRCUITS ARE NOT SHOWN ON DRAWINGS. 20, PROVIDE AND INSTALL PHONE CABLE FROM ELEVATOR CONTROLLER TO TELEPHONE EQUIP. ROOM, 21. ELEVATOR CAB LIGHTING AND ELEVATOR PIT LIGHTING CIRCUITS REQUIRE SHUNT TRIP BREAKERS TIED' INTO FIRE ALARM SYSTEM, 22, UNDERGROUND CABLE MUST BE IN CONDUIT WHERE CABLE RUNS ACROSS ANY ROADWAYS, ALL UNDERGROUND CONDUIT SHALL BE NON- METALLIC. ALL UNDERGROUND WIRING SHALL BE INSTALLED A MINIMUM OF 24' BELOW FINISHED GRADE, ALL DIRECT.BURIED CABLES SHALL HAVE A MINIMUM OF 3" OF SAND PLACED ABOVE & BELOW CABLES, 23, RECEPTACLES IN WET LOCATIONS SHALL BE INSTALLED WITH A HINGED OUTLET COVER /ENCLOSURE CLEARLY MARKED °SUITABLE FOR WET LOCATIONS WHILE IN U SE" AND "UL LISTED °. THERE MUST BE A GASKET BETWEEN THE ENCLOSURE AND THE MOUNTING SURFACE, AND BETWEEN THE HINGED COVER AND MOUNTING PLATE /BASE TO ASSURE PROPER SEAL, TAYMAC, SPECIFICATION GRADE. 25, FIRE ALARM ELECTRICAL SYSTEM WILL BE FURNISHED BY ELECTRICAL CONTRACTOR, ELECTRICAL CONTRACTOR TO INSTALL ALL CONDUIT, BOXES, WIRING, AND DEVICES REQUIRED BY FIRE ALARM SPECIALIST, 26, VERIFY AND PROVIDE ALL ELECTRICAL REQUIREMENTS FOR INSTALLATION OF FIRE SUPPRESSION SYSTEM. 27, ELECTRICAL CONTRACTOR TO COORDINATE INSTALLATION OF CARD KEY SYSTEM WITH CARD KEY SYSTEM SPECIALIST, PROVIDE 24V POWER SUPPLIES TO ELECTRONIC CARD KEY SYSTEM, 28, FIRE SUPPRESSION SYSTEMS SPECIALIST TO SUPPLY AND INSTALL ALL CONTROLS FOR FIRE SUPPRESSION SYSTEM, ELECTRICAL CONTRACTOR TO SUPPLE POWER TO FIRE SUPPRESSION SYSTEM. 29, VERIFY AND PROVIDE ELECTRICAL REQUIREMENTS FOR INSTALLATION OF LANDSCAPE SPRINKLER SYSTEM, 30, VERIFY LOCATION OF SWITCHES, RECEPTACLES, AND TELEPHONE BOXES WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH IN. 31, VERIFY LOCATION OF MECHANICAL EQUIPMENT WITH ARCHITECTURAL AND MECHANICAL DRAWINGS PRIOR TO ROUGH IN. 32. ELECTRICAL CONTRACTOR TO COORDINATE INSTALLATION OF THE TELEPHONE SYSTEM REQUIREMENTS WITH LOCAL TELEPHONE COMPANY, 33, ELECTRICAL CONTRACTOR TO COORDINATE PHOTO MONITORING SYSTEM INSTALLATION WITH SPECIALIST, 34, INSTALLATION OF THE BUILDING ELECTRICAL SERVICE SHALL BE TESTED OR INSPECTED FOR COMPLIANCE TO LOCAL ORDINANCES BY A QUALIFIED INSPECTOR APPROVED BY LOCAL AUTHORITY. 35, MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL ALL CONTROLS FOR MECHANICAL FURNISHED EQUIPMENT. ELECTRICAL CONTRACTOR TO PROVIDE POWER TO ALL MECHANICAL FURNISHED EQUIPMENT. 36, COORDINATE ELEVATOR ROOM ELECTRICAL INSTALLATION WITH ELEVATOR INSTALLER. 37, SEE ARCHITECTURAL DESK ELEVATION FOR DESK RECEPTACLE LOCATIONS AND ELEVATIONS. 38, WASHING MACHINE REQUIRES 4 WIRE HOOKUP, 39, SECURITY SYSTEM SHALL BE A DIGITAL COLOR SPLIT SCREEN SYSTEM, OWNER SHALL REVIEW AND APPROVE SYSTEM PRIOR TO INSTALLATION. 40, FIELD VERIFY LOCATION AND CONFIGURATION OF ALL ITEMS OUTSIDE OF PROPERTY LINES AS REQUIRED. 41. FIELD VERIFY ALL EXISTING ON SITE UTILITY LOCATIONS & ALL OTHER EXISTING ITEMS PRIOR TO CONSTRUCTION. 43. ALL DEVICES SHALL BE COMMERCIAL GRADE UNLESS NOTED OTHERWISE. 44, STUB OUT CONDUITS FOR TELEPHONE AND TV TO ACCESSIBLE LOCATION ABOVE CEILING. 45. SEAL ALL PENETRATIONS. SEAL PENETRATIONS AT ALL FIRE WALLS WITH FIRE STOPPING COMPOUND, 46, ELEVATOR DISCONNECTS SHALL HAVE AUXILIARY CONTACTS FOR CONTROL INTERLOCK AND IT SHALL HAVE SHUNT TRIP INTERLOCKED TO THE ELEVATOR CONTROLS AND FIRE ALARM PANEL, 47, ELECTRICAL CONTRACTOR TO VERIFY LOCATION OF TELEPHONE AND CABLE SERVICE POINT WITH LOCAL COMPANIES BEFORE ROUGH -IN OF SERVICE. PROVIDE CONDUIT FROM INTERIOR PANEL BOARDS TO SERVICE POINT AS REQUIRED BY COMPANY. OTHERWISE INSTALL AS INDICATED ON DRAWING. 48, ELECTRICAL CONTRACTOR TO VERIFY LOCATION OF EXTERIOR BUILDING SIGN J -BOXES WITH ARCHITECTURAL DRAWINGS. 49, ELECTRICAL CONTRACTOR TO INSTALL DATA COMMUNICATION SYSTEM INCLUDING CONDUIT, BOX, CABLE, AND TERMINATION OF OUTLETS THROUGHOUT BUILDING. 50, INSTALL HVAC RECEPTACLE HORIZONTALLY BELOW UNIT ON THE CORD END OF UNIT. INSURE THAT THE CORD FROM THE UNIT TO THE.RECEPTACLE IS AS SHORT -AS POSSIBLE. 51, WHERE THE ELECTRICAL CONTRACTOR IS SUPPLYING THE DISCONNECT, THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO CONNECT THE DISCONNECT TO THE EQUIPMENT PROTECTED. 52, FINAL LOCATION AND SPACING OF SMOKE DETECTORS AND FIRE ALARM AUDIO DEVICES SHALL BE DETERMINED BY FIRE ALARM SPECIALIST BASED ON MANUFACTURER'S RECOMMENDATION. A FIXTURE SCHEDULE TYPE LOCATION MANUFACTURER CATALOG NO. LAMP VOLTAGE MOUNTING REMARKS A CORRIDOR /GUEST ENTRY CAPRI CF82H26Q -WT462 (2) 26W CF 120 RECESSED FLUORESCENT RECESSED CAN Al GUEST ENTRY THOMAS PL8693 -1 (2) 26W CF 120 SURFACE SURFACE MOUNT GUEST ENTRY A2 PUBLIC AREAS CAPRI CF82H42- W/T562 (2) 42W CF 120 RECESSED FLUORESCENT RECESSED CAN FOR HIGHER CEILINGS A5 MEETING ROOMS CAPRI CIN8V- W /T122 (1) 15OW PAR 38 120 RECESSED INCAN. CAN (DIMMABLE) B CORRIDOR INCON 14562 -26 (2) 13W CF 120 SURFACE SURFACE MOUNT FLUORESCENT B1 COVE DAYBRITE T- 232 - 120 -GEB (2) 32W T8 120 SURFACE 2 LAMP 4' FLUOR. STRIP D WORK AREA DAYBRITE LP3- G- 5- 2 -17 -33 A -120 - B (2) 17W T8 120 RECESSED 2 LAMP PARABOLIC 2'X2' TROFFER D1 WORK AREA DAYBRITE LP3- G- 5- 3 -17 -33 AL_ _ (3) 17W T8 120 RECESSED 3 LAMP PARABOLIC 2'X2' TROFFER D2 OFFICES DAYBRITE LP3- G- 5- 2 -32 -28 AL-120- 2) 32W T8 120 RECESSED 2 LAMP PARABOLIC 2'X4' TROFFER HEAT DETECTOR /FIXED TEMP OFFICES DAYBRITE LP3- G- 5- 3 -32 -28 AL- 120 -EB (3) 32W T8 120 RECESSED 3 LA PAR ABOLIC 2'X4' TROFFER D4 CORRIDOR DAYBRITE 2- SP- G- 2 -32 -FS 01- 120 -EB 2 32W T8 ( ) 120 RECESSED 2 LAMP LENSED 2'X4' TROFFER D5 KITCHEN DAYBRITE 2- SP- G- 3 -32 -FS 01- 120 -EB (3) 32W T8 120 RECESSED 3 LAMP LENSE 2'X4' TROFFER E OUS DAYBRITE CF6H (2) 5W 120 SURFACE 2 HEAD EMERGENCY EGRESS E2 F EXTERIOR DOORS PUBLIC BATH DAYBRITE THOMAS DE4ACCBK1 FWS232 -8DSEB (2) 13W (�32W T8 120 1 0 SURFACE S FACE EMERGENCY EGRESS ABOVE VANITY FLUORESCENT G ELEVATOR SHAFT DAYBRITE V2WPE- 232 - 120 -EB (2) 32W T8 120 SURFACE HEAVY DUTY LENSED FLUORESCENT J LOBBY THOMAS PL8526 -1 (1) 13W CF 120 SURFACE DECORATIVE FLUOR. SCONCE L ELEC /MECH /TV EQUIP. RM DAYBRITE CAN -232 - 120 -EB (2) 32W T8 120 SURFACE 1'X4' 2 LAMP WRAPAROUND M1 BUFFET CAPRI WCT4421 LQ LC (2) 13W CF 120 SURFACE LENSED RECESSED CAN N CORRIDOR SCOTT S3420- 2C13E -PB120 (2) 13W CF 120 SURFACE DECORATIVE FLUOR. SCONCE N3 SINGLE BOOTHS SCOTT S2135- 4CF27 -BC120 (1) 27W CF 120 PENDANT DECORATIVE FLUOR. PENDANT P POOL BRONZELITE WLS12209F -P -0 -120 WHT- PLSG23 -ADA (2) 9W 120 SURFACE TEMPERED GLASS OPEN FACE FLUO Q CANOPY CAPRI CM8V1 00-W/T051 W (1) 100W MH 120 RECESSED 8" METAL HALIDE DOWN LIGHT R FRONT DESK DAYBRITE SUC -121 -W -120 -1 1EB- LP2835 (1) 21W T5 120 SURFACE LENSED UNDER COUNTER S MEETING ROOMS SCOTT ST013- 9CF39 -PT DIM -120 (9) 39W CF 120 PENDANT WIRE HUNG CHANDELIER DIMMABLE T STAIRWELL DAYBRITE WB 232 CP -120 (2) 32W T8 120 SURFACE SQUARE FLUOR. WALL BRACKET V LOBBY /LOUNGE CAPRI CF62HL13Q- W/T445 (2) 13W CF 120 RECESSED RECESSED FLUOR. WALL WASHER AA EXTERIOR ENTRANCES DAYBRITE FLM- 250- M- MT -ISF (1) 250W MH 120 SURFACE SECURITY /UTILITY FIXTURE BB PARKING LOT DAYBRITE SBX250 -1 1SQS 415G11 -D22 (1) 175W MH 120 POLE 15' SINGLE HEAD SHOEBOX CC PARKING LOT DAYBRITE SBX400 -1 /SQS 425G11 -D22 (1) 40OW MH 120 POLE 25' SINGLE HEAD SHOEBOX DD EXTERIOR ENTRANCES DAYBRITE WLM- 175 -12 -PE (1) 175W MH 120 SURFACE SECURITY /UTILITY FIXTURE DD -1 EXTERIOR ENTRANCES DAYBRITE LM- 175- 12 -PE -QE (1) 175W MH 120 SURFACE SECURITY /UTILITY FIXTURE EE POOL DAYBRITE DNM- 320- P -12 -WT (1) 250W MH 120 SURFACE INDIRECT FF EXTERIOR COLUMNS GARDCO CUSTOM "! (1) 70W MH 120 REC /SURFACE CUSTOM DECOR. COLUMN FIXTURE r NO ALL FLUORESCENT DOWN LIGHTS SHALL HAVE WARM LAMPS. VERIFY MOUNTING HEIGHT WITH ARCHITECTUAL PLANS. CORRIDOR RECEPTACLES 16" A.F.F. . TO CENTER RECESSED LIGHT FIXTURE ELECTRICAL PANELS 80" A.F.F. TO TOP ELEVATOR SIGN EMERGENCY LIGHTS 84" A.F.F. TO TOP THREE -WAY SWITCH EXIT LIGHTS (SEE DRAWINGS) DIMMER SWITCH SK WALL EXIT LIGHTS 84" TO CENTER ST TIMER SWITCH LAUNDRY SWITCHES . 46 A.F.F. TO CENTER DUPLEX RECEPTACLE (GROUND FAULT LAUNDRY COUNTER RECEPTACLES 46" A.F.F. TO CENTER QUADRAPLEX RECEPTACLE WASHER RECEPTACLE 60" A.F.F. TO CENTER TV OUTLET DRYER RECEPTACLE DATA OUTLET A.F.F. TO CENTER EMERGENCY PHONE OUTLET . . ELEC. RM. TV & CALE PANELS 316" A.F.F. TO CENTER COMBINATION TELE /DATA OUTLET ELEC. & MECH. RM... RECEPTACLES 36" A.F.F. TO CENTER HANDICAP PUSH BUTTON OR BUZZER TV CAMERA (9' -0" CEILING) 96" A:F.F. TO CENTER MOTOR LOBBY SWITCHES 46" A.F.F. TO CENTER F.A. HORN W/ STROBE LOBBY RECEPTACLES.. 16" A.F.F. TO CENTER HEAT DETECTOR /FIXED TEMP CONTIN. BREAKFST. NLCEPTACLES 46" A.F.F. TO CENTER ELECTRIC HEATER VENDING AREA RECEPTACLES 46" A.F.F. TO CENTER CONTROL TRANSFORMER TYP. UNIT SWITCHES : 46" A-.F.F. TO CENTER CONDUIT IN CEILING OR WALLS TYP. UNIT RECEPTACLES 16" A.F.F. TO CENTER CONDUIT UP (OPEN CIRCLE) TYP. UNIT NIGHT_ STAND. LIGHT MNTG. 39" A.F.F. TO BTM.. TYP. UNIT SMOKE DETECTOR CENTER IN CEILING OF UNIT TYP. UNIT BATHRM. SWITCHES 46" A.F.F. TO CENTER TYP. UNIT BATHRM. G.F.I. RECEPTACLES42" A.F.F. TO CENTER TYP. UNIT BATHRM. LIGHT 82" A.F.F. TO CENTER EXT. W.P. RECEPTACLES 30" A.F.F.. TO CENTER FIRST FLR. EXT. BLDG. LIGHTS 84" A.F.F.. TO CENTER - ELECTRICAL SYMBOL LEGEND SURFACE MOUNTED FLOURESCENT LIGHT FIXTURE O SURFACE MOUNTED LIGHT FIXTURE Oi WALL MOUNTED LIGHT FIXTURE ® RECESSED LIGHT FIXTURE -Q FLOOD LIGHT m EXIT SIGN © ELEVATOR SIGN BATTERY OPERATED EMERG. LIGHT s SINGLE POLE SWITCH S3 THREE -WAY SWITCH S4 FOUR -WAY SWITCH SD DIMMER SWITCH SK KEYED SWITCH SF FAN SWITCH ST TIMER SWITCH =0 DUPLEX RECEPTACLE =0 ABOVE COUNTER DUPLEX RECEPTACLE =@ DUPLEX RECEPTACLE (GROUND FAULT INTERRUPTER) =A DUPLEX RECEPTACLE BOTTOM HALF SWITCHED QUADRAPLEX RECEPTACLE ® FLOOR RECEPTACLE 1-0 SPECIAL PURPOSE OUTLET O TV OUTLET O DATA OUTLET T PHONE OUTLET ♦EM EMERGENCY PHONE OUTLET ♦w WALL PHONE OUTLET ® FLOOR TELEPHONE JACK ® COMBINATION TELE /DATA OUTLET CEILING MOUNTED SPEAKER O JUNCTION BOX HANDICAP PUSH BUTTON OR BUZZER DI VISUAL DOOR INDICATOR I=< CLOSED CIRCUIT TELEVISION CAMERA ,(y MOTOR E] F.A. PULL STATION EK F.A. HORN 94 F.A. HORN W/ STROBE pd MINI F.A. HORN (D SMOKE DETECTOR BATTERY BACK -UP OF HEAT DETECTOR /FIXED TEMP co CARBON MONOXIDE DETECTOR �-. F.A. MAGNETIC DOOR HOLD OPEN �- ELECTRIC HEATER ® POWER PANEL E:� DISCONNECT OR SAFETY SWITCH M CONTROL TRANSFORMER �j EMERGENCY STOP SWITCH ® OCCUPANCY SENSOR CONDUIT IN CEILING OR WALLS CONDUIT CONCEALED IN FLOOR OR UNDERGROUND CONDUIT UP (OPEN CIRCLE) /-� CONDUIT DOWN (SOLID CIRCLE) HOME RUN CIRCUIT ' D IANA f II W 0111 IZ 1 E -1 SYMBOL LEGEND / LIGHT FIXTURE SCHEDULE E =2 SITE PLAN - ELECTRICAL E -3 SECOND FLOOR PLAN - ELECTRICAL E -4 THIRD FLOOR PLAN - ELECTRICAL E -5 FOURTH FLOOR PLAN - ELECTRICAL E -6 FIFTH FLOOR PLAN - ELECTRICAL E -7 LOBBY AREA "A" - LIGHTING & POWER E -8 LOBBY AREA "B" - LIGHTING & POWER E -9 LOBBY AREA "C" - LIGHTING & POWER E -10 LOBBY AREA "D" - LIGHTING & POWER E -11 TYPICAL GUEST UNITS ELECTRICAL E -12 TYPICAL GUEST UNITS - ELECTRICAL E -13 PANEL.SCHEDULES E -14 PANEL SCHEDULES E -15 KITCHEN SCHEDULE/ SCHEDULES E -16 RISER DIAGRAM / ELEC. E -17 ROOF PLAN / ELEC. Integra Service Grouf A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 STRUCTURAL ENGINEER LIGHT WLER JOHNSON ASSOCIAT 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIAT 700 Main Avenue Fargo, ND 58103 701 -293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMEN REVISIONS: Ai 10.28.04 CITY /ADA COMMENTS CONSULTANTS: CIVIL ENGINEER I I IA /TA I A - PVC CONDUIT L�J I 0 HOTEL MONUMEN SIGN 04- AG 24' POLE FED FROM r HANDHOLE ANCHOR BOLTS AS PER MANUF. REQUIREMENTS O i 3 ALTERNATE FINISH GRADE TRANSFORMER FOR NON -CURB APPL ICATIONS METER / a I I I ( 1 11 1 �) 11� ELECTRICAL SERVICE / , a III' FINISH GRADE /BACK O i OF CURB OR SIDEWA / 15111= i SA SEE STRUCTURAL / DETAILS FOR BASE a CONSTRUCTION SEE STRUCTURAL� CONC, BASE ,Q d" /;/SA STANDARD PARICINNG LOT POLE 0 WITH CONCRETE BASE NO SCALE / ------------- - - - - -- S SA E > .;.. v .... ............................. -. 1.1 ! J VOL. 81 ACIRE 1: AU ;7C,3, PG. 26 ................. I FAST!i\1C ! BUILDING _ 0 SITE PLAN - SCALD 1'= 60' -0' PYLON SIGN NOTES: 1; VERIFY BUILDING AND MONUMENT SIGNAGE LOCATION AND ELECTRICAL REQUIREMENTS WITH SIGN MANUFACTURER, 2. FIELD VERIFY LOCATION AND CONFIGURATION OF ALL ITEMS OUTSIDE OF PROPERTY LINES AS REQUIRED. 3, FIELD VERIFY ALL EXISTING ON SITE UTILITY LOCATIONS & ALL OTHER EXISTING ITEMS PRIOR TO CONSTRUCTION, 4. THE RECOMMENDED SETBACK FOR LIGHTING A FLAG IS 1/3 TIMES THE POLE HEIGHT, 5. UNDERGROUND CABLE MUST BE IN SCHEDULE 80 PVC CONDUIT WHERE CABLE RUNS ACROSS ANY ROADWAYS. ALL OTHER FEEDERS ROUTED UNDERGROUND SHALL BE SCHEDULE 40 PVC, CONCRETE ENCASED WITH GRC FOR ELBOWS AND STUB -UPS, ALL DIRECT BURIED CABLES SHALL HAVE A MINIMUM OF 3' OF SAND PLACED ABOVE & BELOW CABLES, ALL UNDERGROUND WIRING SHALL BE INSTALLED A MINIMUM OF 24' BELOW FINISHED GRADE, PLAN NOTES: Ul MOUNT FLOOD LIGHT ON TOP OF CANOPY, O MOUNT FLOODLIGHT ON FLAT POTION OF FIRST FLOOR ROOF, �3 PROVIDE TRANSFORMER, METER, AND SERVICE FOR STREET LIGHTING AND SIGNS, SITE LIGHTING FIXTURE SCHEDULE SYMBOL TYPE DESCRIPTION MANUFACTURER CATALOG NO. LAMP VOLTS REMARKS 0 SA AREA /SITE LIGHT GARDCO G18- 1- 4XL -40OMH -208 (1) 40OW M.H. 208 (Sl) 24' POLE WITH A 3' PEDESTAL 1 -1 1/2' PVC SCH 80 SB AREA /SITE LIGHT GARDCO 618 -4 -4 XL -40OMH -208 (4) 40OW M.H. 208 (Sl) 24' POLE WITH A 3' PEDESTAL SC AREA /SITE LIGHT GARDCO 613- 1- 2XL -70MH -120 (1) 70W MIR 120 (S2) 12' POLE > SD FLAG POLE FLOOD LIGHT GARDCO DSP7 -U - E17 -WSP -100 MH -120 (1) 10OW MH 120 -(� SE BUILDING FACADE FLOOD LIGHT GARDCO DF12- W- -VFL -400 MH -208 (1) 40OW MH 208 24' POLE S1 24' STRAIGHT SQUARE STEEL POLE GULLWING 18 SSS24 -4 -7 - - 24' POLE WITH A 3' PEDESTAL 12' POLE S2 12' STRAIGHT SQUARE STEEL POLE GULLWING 13 SSS12 -4 -11 - - LUMINAIRE COVER WITH SLIGHT RAISE. 6'x6'x6 BOX - CD MIN. 2' CONCRETE PLACED AROUND BOX; NOTEi FILL AND COMPACT SOIL TO GRADE LEVEL WITH COVER IN BOX, 0 GR0M LIGHT DETAIL NO SCALE PAVI_ Lid V CONDUIT 2- #6AWG, CU 1- #IOAWG, CU, GRD UNDISTURBED SOIL CONDUITMIRE SCHEDULE MARK CONDUIT WIRE SIZE OA 1 -1' PVC SCH 40 348 XHHW, .CU ® 1 -1' PVC SCH 40 3 - #6 XHHW, CU © 1 -1 1/2' PVC SCH 80 3 - #6 XHHW, CU UD 1 -1' PVC SCH 40 5 - #6 XHHW, CU OE 1 -1 1/2' PVC SCH 80 546 XHHW, CU COORDINATE LOCATION AND INSTALLATION REQUIREMENTS OF LOW VOLTAGE LIGHTING WITH LANDSCAPE ARCHITECT. PROVIDE ALL ELECTRICAL REQUIREMENTS �O /-- - - - -- / HOTEL ;! SA' 11 MONUMENT / ;SIGN I' - - - - - - - - - - - - O � O C1 SA S 5,7 VERIFY FLAG LOCATIONS (` SA (1 r I T%/r1Inf -rvnr ,r 1,3 I I I I O I I ( I I I I I I I� I ( I I I I I O I i SA 11,3 FED F UTILI• 1,3 SA 1,3 SA� SA 6,8 SA 6,8 11 ' ;1 1 1I t G t� t it w� C l Y I t; C Vt t U U N /ARCH ITECTURE 302 N. MARKET STREET STUDIO 300 DALLAS,TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: OF 0 * ;�� La . ........ .. ... . rvi � 2 a Fil m m L ��A CONSULTANTS: CIVIL ENGINEER 1 STRUCTURAL. ENGINEER � ! !:1 1 LIGHTOWLER JOHNSON ASSOCIATES ! 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MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214:369.5020 FAX: 214.265.9460 SEAL: L arvig 93182 Q CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS SECOND FLOOR PLAN - ELECTRICAL SCALE, 1/8 ° =1' -0° TELEPHONE TERMINAL BOARD CABLE T.V. BOARD REVISIONS: TITLE: � 1 PROJECT NO: 0404: DATE 10 -14 -0 Integra Service Group I I M M ..........a rvig E .......... 93182 CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN © ..T FLO , ` ELECTRICA TERMINAL BOARD DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: THIRD FLOOR o D Q 0 � cgs W O J z 0 U ISSUED FOR: SCHEMATIC DESIGN © ..T FLO , ` ELECTRICA TERMINAL BOARD DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: THIRD FLOOR Integra Service Group A R C H I T E C T U R E m ' 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: CONSULTANTS: STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 -293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 -293 -1350 a� o D F- J �S W T i J U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS w Wcl ' 4LP5 -30,32 L Ir 2 1 10, 10G) VA i:1'tZ TJ EQUIPME1 TELEPHONE TERMINAL BOARD REVISIONS: PROJECT NO: 0404: DATE: 10 -14 -0 SHEET NO: i E = 5 J, i ROOF PLAN - ELECTRICAL SCALE1 1/8' =1' -0° SEAL: ' • il 82 O .. ��: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATE 700 Main Avenue Fargo, ND 58103 701- 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT G CONSTRUCTION DOCUMENTS REVISIONS: Rpl— VIA SWITCH `f" .................. ..... ........ . .. ............. SEE SHEET E-9 FOR CONTINUATION ii OF! 1--l" 117 ................. D3 a,b ...... . ... k"0mp'LjTER -------- - -- D3 it '3 a,b ii .............. . ................ . ..... QL3 GM Of 'I lLpl-9 ! — — — — — — — — — - .. ......... ........... N A it it /G -� � 06 NEED RECEPTACLE AT LEAST EVERY 50'-0" TO ADJACENT FLOOR II oF 10-2 ll 1 Ll 1-4 it .... ..... . .... ........ .. ..... .................... f,'O M P VIE k` . . ............. . ........ . ......... ... ............... lI-Pl-6 "ALES'\ ?70 F E 36, JIPI-8 11.P1 - 10 ' ; - 2 #1 7n pw b". 9 > < > L 11 t U U I d 0 t; I V I U U LTI U U P 1 m ARCH 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND - 58103 701-293-1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 > z 0 /G -� � 06 % � . - ice._ -= i �' � T 0 C) ---------- ------ 9 > < > L 11 t U U I d 0 t; I V I U U LTI U U P 1 m ARCH 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND - 58103 701-293-1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 > z 0 U) -� � 06 w o 0 w T 0 C) ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A 10.MO4 CRY/ADA C01MM PLAN NOTES: ENLARGED LOBBY/LOUNGE PLAN - LIGHTING ' Q WIRE THROUGH PHOTCELL, SCALE: 3/16'=I'-0' a - SWITCH1 LOBBY DOWNLIGHTS b - SWITCH1 LOUNGE DOWNLIGHTS c - DIMMER: A BAR AREA DOWNLIGHTS d - DIMMER: X SINGLE BOOTH DOWNLIGHTS e - DIMMER: x DINING AREA DOWNLIGHTS f - SWITCH: BUFFET AREA LIGHTING (PROVIDE DIMMABLE BALLAST FOR FLUORESCENT FIXTURES) r3 LOBBY SWITCH BANK DETAIL E-7 ) NO SCALE 1-� ENLARGED LOBBY/LOUNGE PLAN - POWER & SYSTEM SCALE: 3/16'=I'-0' - - - - - - - - - - - - C,' L S 1 Lpl -� I i - - -- . ............... . .... . ... ....... .. . ......... .... ...... iI FIRE ALARM CONTROL PANEL` I IG G LOBBY F I O�dT R ME, PROJECT NO: 04042 DATE: 10-14-04 SHEET NO: Em7 L442X IKEYPLAN- PARTIAL FLOOR PLAN - BACK -OF -HOUSE - POWER & SYSTEMS SCALE: 1/4" = 1' -0" 1/2" C. 2 #8, f1 -- _ --- LP7- 26,28,30 1 LP7 20,22,24 1 LP§- 26,29,30 M 1/2" C:410, J10G. I M-20,22.24 314" C. 2F6, 010G. 1TO MDP 2 #3/0, #6G. L -!, i L' N.T.S. 302 N. MARKET STREET STUDIO 300 DALLAS,TEXAS 75202 PH: 214.369.5020 FAX 214.265.9460 SEAL: CONSULTANTS: CIVIL_ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A 10.28.04 CITY /ADA COMMENTS KEYPLAN O Q �� w 0 J J 0 ■ U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: A 10.28.04 CITY /ADA COMMENTS KEYPLAN Integra Service Group :r E MEE 'I . . ,,, _ ..... _ ........... . !� Lr L �� t iI RW . r ! t _.'t 11IP3 -1,3 A5 v� ....._....._ .._..._....... �A / ! y E1 i 1LP� - 9 I I I I i I I I l I I I I E1 1 ! 1 LP3 -33 LP3 -5,7 1 LP7 -2,4,6 3/4" C. 2 #6, 110G. 1LP7- 8,10,12 2/ �10G. 1LP7- 14,16,18 3/4 "C. 1 LP8- 8,10,12 46, #10G. 3/4 "C. 2 #6, 10G. 1LP8 -2,4,6 - 3/4"C. ;U -1 CU -2 CU - 3 MJ CU -7 CU -6 2 #6, 110G. 0 00 001 Loo 00 ii ' WP ' II i _ _ ..........._..._........ .. ......... ......._._. _............................_........._............_........_.. ......_....._................._ .._ ............_....._................. .__........_........._......... -- .............: i ...................... . -- .._............__......................__.........................................._........_................... ...................._.......... I i I i i -,.,-1 LP5 -24/ T . ; 1: # 1_ E 1 1 METER" CT—� • CA BJIV T 1 HP JOCKEY SPRINKt..ER P. t ....... . ! !'�� JOCKEY PUfv1 i - CONTROLLEF�. ... .................... _..__.._....._.... FIRE PUMP CONTROLLER. WE nil; R!1(:M 1 1 LL U 111 V D 1LP7 -1,3,5 1 LP9 -1,3,5 FCU -1 as C r 210, �10C I 1LP3 -2 I I 1 I I I t t I i � I E2 L9 v N, , I v ! l r,' :. �— E1 .r A5_ A5_ E1 ...... . .. ..' ..... 1 1 LP3 -39 ` i i':EETII�„ ROOM I li ,j tj.�l 1 LP3 -41 E A5 A 1 1 y P3 -27 A5 i I 1 A5 1LP3 -11 A i I I MEETING ROOM 2 i i., <.. 1 S 7U.1 s S 1 I 1 LP3 -+35 A5 ' I - I . I A I i I 1 LP3 -13 j A5 A A ��M A A I ---J LP3 -19,21 I \� A5 A5 A A5 1 \ I E1 i ....._............ _..........._ .............. I_. ! _........_._..._.... ......__ ....................(c: !....._................... _ ..................... _ ....... .... .......... .._ .......... _ ...... ........... i i.... ............... .. ..............................., , PARTIAL FLOOR PLAN - MEETING AREA - LIGHTING E -9 SCALE: 3/16" = 1' -0" T -- —. I! it EETINI ROOK, i L 7' .J. I 3 1 LP3 -6 ® D ' 1 LP7- 7,9,11 1 1LP9- 7,9,11 FCU -2 1 /, 2 010G. 1 LP3 -22 1 LP3 -8 ......... - -•, , ! I N 1 I 3 -121 ?........_....... I .. _ 2 PARTIAL FLOOR PLAN - MEETING AREA - POWER & SYSTEMS E -9 SCALE: 3/16" = 1' -0" R ON SERVICE PO's UNIT- L F i 1LP7- 13,15,17 f 1LP9 - 2,4,6 FCU - 3 l/.2' 2#'10, / MEETII'J ROOM M 1 / 1LP3 -10 ® D I I It ! S ' 1 LP3 -37 V 1 _I ................ ...............`..................... ..................... ....................... tl 1LP3 -31 1 ELEPIdONE .... D D . i ............ ............... ) � J RE'— i (\_ OIr? i l j I.-IALL A i A ! B\! :I li ..., .:...: \. I I....... ... _ ................. ............................... . i ......_._. - ......... . i L 5- —2 ME N'S , ElmK I I 1 if - E 1 LP3 =29 J CLS . i .............. .... EPHONE J 1 LP3 -20 ' i I . .. ....... . .......... ' .......` ................_... ............_.... ...... .... ........ ..... , r. v \ 1 I C � I`�•i E 7 i. ! 1 LP3 -18 � - - - - - / ._.........._Y4Fr.... �-�? �� • ; 11 _ TOM 1 C. FCU -7 ; 1" M �2�4, , . Iii !! C. 2J4 G FCU - \ !i ' ' I \ .......................... if ! ? t` I ROOM - -1ALL /n t � -� i it ! I I • : L.U... ) I f .._....... i ._..._..._ ................ ........ ............_......................_............__..... ....._.._........_............ . _... _ 1 _...__...... -� ..... _., " ".9..... i .... ... _ ............. ... _. i 1 LP3 -14 ; !( M _ I 1 !� :..................... IL35I 1" c: 2 #4, #8G. i !v11�i,r.i FCU -10 A R C H I T E C T U R E Imm 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 ■I® SEAL: .. o.....".... . .. /e •,�..cG... . .... . ....... .. P p 182 �`4o A ��NCa r .. CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: 10.28.04 CFIY /ADA COMMENTS TITLE: 1 , ■ t � PROJECT NO: 04042 DATE 10 -14 -04 SHEET NO: KEYPLAN N.T.S. I : El EVA 15KW @ 208 VOLTS Inte Se r v i c e Grou PH: 214.369.5020 FAX: 214.265.9460 L4:f � ffx CONSULTANTS: CIVIL ENGINEER 1 LP4-13 STRUCTURAL ENGINEER LI6HT0WLM"j0I4N80N ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 . ......... ..... P LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701-293-1350 1 LP4-16,18 1/2" C. 2#8, #10G. a� z 0 D o cl) �� w O -� ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: -1- \ �10 SCALE: 1/4" = l'—O" PLAN NOTES: (1) WIRE THROUGH PHOTCELL. PARTIAL FLOOR PL AN - POOL AREA - POWER SYSTEMS SCALE: 1/4" = l'—O" PANEL 1LP4 1 LP4-2 1/2 C. 2#10 1 LP4-8,10,12 10 1/2" C. 1 LP4-23 2#8, #10G. PARTIAL FLOOR PLAN - POOL EQUIP. RM. - ELECTRICAL SCALE: 1/2" = l'—O" KEYRAN N.T.S. "Ail k PROJECT NO: 04042 DATE: 10-14-04 SHEET NO: . Eml 0 Integra Service Group QUEEN/QUEEN 50ALE: 1/4" = 1' -0" NOTE: HEARING IMPAIRED ROOM: 224 2 _QUEEN/QUEEN ACC. ROLL -IN E -II SCALE: 1/4" = 1' -0" 4 QUEEN/QUEEN SUITE ACC. TUB E -II SCALE: 1/4" = I' -O" 3 QUEEN/QUEEN ACC. TUB E -II SCALE: 1/4" = 1' -0" GUEST ROOM ELECTRICAL SYMBOL LEGEND =@ DUPLEX RECEPTACLE 15" FROM FLOOR DUPLEX RECEPTACLE BOTTOM HALF SWITCHED 6FI DUPLEX RECEPTACLE 6FI DUPLEX RECEPTA BOTTOM HALF 5WITCHED I-® SPECIAL RECEPTACLE ® TELEVISION OUTLET ® TELEPHONE OUTLET COUNTER RECEPTACLE 45" FROM FLOOR U DUPLEX RECEPTACLE 15" FROM FLOOR ®. DATA COMMUNICATIONS OUTLET Q VISUAL DOOR INDICATOR HANDICAP PU5H BUTTON OR BUZZER QQ FIRE ALARM HORN SINGLE STATION SMOKE DETECTOR ®Q FIRE ALARM AUDIO/V15UAL DEVICE OD I FIRE ALARM STROBE NOTES: I. COORDINATE INSTALLATION OF TELEPHONE 5Y5TEM PRIOR TO ROUGH -IN. 2. INSTALL HVAG RECEPTACLE HORIZONTALLY BELOW UNIT ON THE CORD END OF UNIT. INSURE THAT THE CORD FROM THE UNIT TO THE RECEPTACLE 15 AS SHORT AS POSSIBLE. PROVIDE DISCONNECT SWITCH FOR UNIT. VERIFY ELECTRICAL REQUIREMENTS WITH DIV. 15. 3. COORDINATE LOCATION AND REQUIREMENTS OF FIRE ALARM DEVICES WITH FIRE ALARM 5PECIAL15T PRIOR TO ROUGH - IN. 4. VERIFY LOCATION AND 51ZE OF ALL FURNITURE WITH OWNER BEFORE ANY ELECTRICAL INSTALLATION. PLAN NOTES: O BUZZER ACTIVATED THROUGH PUSHBUTTON AT DOOR. HANDICAPPED AND HEARING IMPAIRED ROOMS ONLY. O BLUE LIGHT ACTIVATED BY BUZZER AND TELEPHONE. HANDICAPPED AND HEARING IMPAIRED ROOMS ONLY. O FOR RECEPTACLES MOUNT ONE AT I6" FOR UNDERGABINET REFRIGERATOR, ONE AT 62" FOR MICROWAVE, AND A 6FI AT 42" ABOVE COUNTER. VERIFY LOCATIONS WITH ARCHITECTURAL. PROVIDE A SEPARATE CIRCUIT FOR THE MICROWAVE. O FOR RECEPTACLES MOUNT ONE AT I6" FOR UNDERGABINET REFRIGERATOR AND TWO GFI'S AT 42" ABOVE COUNTER FOR THE MICROWAVE AND GENERAL PURPOSE. PROVIDE A SEPARATE CIRCUIT FOR THE MICROWAVE, O APPLIE5 TO ALL 6UE5TROOM5: (1) CKT- GENERAL USE LI6HT5 /RE6EPT. (1) GKT- BATH/VANITY LIGHTS /RECEPT. (2) .KT-HVAG (1) GKT - MICROWAVE (1) GKT -HAIR DRYER 0 THE LI6HT 5WITGH AND RECEPTACLE TO BE IN A 4x4 BOX IN THE VANITY AREA SEAL: 3182 . s CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 -293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 a 0 o � � O 06 W J 3mm 0 U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS J REVISIONS: TITLE: 5 QUEEN /QUEEN SUITE 6 KING SUITE K][NG E -II SCALE: I/4" = I' -O" E -II 50ALE: -1/4" = 1' -0" E -II 50ALE: 1/4" = 1' -0" NOTE: HEARING IMPAIRED ROOM: 225 NOTE: HEARING IMPAIRED ROOM: 225 NOTE: HEARING IMPAIRED ROOM: 206 N rwl KING WHMLPOOL'B' 50ALE: 1/4" = 1' -0" GUEST ROOM ELECTRICAL SYMBOL LEGEND I" DUPLEX RECEPTACLE 15" FROM FLOOR DUPLEX RECEPTACLE.BOTTOM HALF 5WITGHED 6Fi DUPLEX RECEPTACLE V) 6FI DUPLEX RECEPTACLE BOTTOM HALF 5WITGHED SPECIAL RECEPTACLE ® TELEVISION OUTLET ® TELEPHONE OUTLET 2 COUNTER RECEPTACLE 45" FROM FLOOR J DUPLEX RECEPTACLE 15" FROM FLOOR O DATA COMMUNICATIONS OUTLET Q VISUAL DOOR INDICATOR Q HANDICAP PUSH BUTTON OR BUZZER NOTES: I. COORDINATE INSTALLATION OF TELEPHONE SYSTEM . PRIOR TO ROUGH -IN. 2. INSTALL HVAG RECEPTACLE HORIZONTALLY BELOW UNIT ON THE CORD END OF UNIT. INSURE THAT THE CORD FROM THE UNIT TO THE RECEPTACLE 15 AS SHORT AS POSSIBLE. PROVIDE DISCONNECT 5WITGH FOR UNIT. VERIFY ELECTRICAL REQUIREMENTS WITH DIV. 15. 5. COORDINATE LOCATION AND REQUIREMENT5 OF FIRE ALARM DEVICES WITH FIRE ALARM SPECIALIST PRIOR TO ROUGH -IN, 4. VERIFY LOCATION AND 51ZE OF ALL FURNITURE WITH OWNER BEFORE ANY ELECTRICAL INSTALLATION. PT.AN'KOTFC- O BUZZER ACTIVATED THROUGH PUSHBUTTON AT DOOR. HANDICAPPED AND HEARING IMPAIRED ROOMS ONLY. O BLUE LIGHT ACTIVATED BY BUZZER AND TELEPHONE. HANDICAPPED AND HEARING IMPAIRED ROOMS ONLY. O FOR RECEPTACLES MOUNT ONE AT 165" FOR UNDERGABINET REFRIGERATOR, ONE AT 62" FOR MICROWAVE, AND A GFI AT 42" ABOVE COUNTER. VERIFY LOCATIONS WITH ARCHITECTURAL. PROVIDE A SEPARATE CIRCUIT FOR THE MICROWAVE. O FOR RECEPTAGLE5 MOUNT ONE AT 16" FOR UNDERGABINET REFRIGERATOR AND TWO 6FI'S AT 42" ABOVE COUNTER FOR THE MICROWAVE AND 6ENERAL PURPOSE. PROVIDE A SEPARATE CIRCUIT FOR THE MICROWAVE. O APPLIES TO ALL 6UE5TROOM5: (1) CKT- GENERAL USE LIGHTS /REGEPT. (1) GKT- BATH/VANITY LIGHTS /REGEPT. (2) GKT -HVAG (1) GKT - MICROWAVE (1) GKT -HAIR DRYER (1) GKT - WHIRLPOOL (IF NEEDED) O THE LIGHT 5WITGH AND RECEPTACLE TO BE IN A 4 "x4" BOX IN THE VANITY AREA O INTERLOCK EXHAUST FAN WITH WHIRLPOOL MOTOR. O COORDINATE LOCATION OF WHIRLPOOL RECEPTACLE WITH G.G. FOR WHIRLPOOL ACCESS PANEL. O THE RECEPTACLE SHALL BE PROVIDED WITH A SUITABLE GUARD TO PREVENT THE BED FROM GONTACTIN6 ANY ATTACHMENT PLUG. is DISTANCE BETWEEN DATA OUTLET AND NEAREST POWER OUTLET SHOULD BE 6 ". A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: CONSULTANTS: CIVIL ENGINEER STRUCTURAi,.. ENGINEER LIGHT JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 �' I" o V) U) CO W O -� 2 J U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: TITLE: PROJECT NO: 04042 DATE: 10 -14 -04 KING SUITE BRIDAL KING SUITE 'B' i E -12 SCALE: 1/4" = 1' -0" E -12 SCALE: 1/4" = I' - O" E -12 NOTE: HEARING IMPAIRED ROOM: 505 KING ACC. TUB SCALE: 1/4" = 1' -0" SHEET NO: KING WHMP00L 'A' E -12 SCALE: 1/4" = 1' -0" Kl[NG "IRLPOOL ACC. E -12 SCALE: 1/4" = I' -O" Integra Service Group AREA A PANEL PANELBOARD IDENTIFICATION ILP1 _ FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 42000 SYM AIC SHORT CIRCUIT RATING 125 AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE NO. TRIP J NG. AMPS POLES LOAD VA LOAD DESCRIPTION A B C BAR LIGHTING 702 1 20 1 1422 1080 - 2 20 1 720 1OFFICE RECP. BUFFET AREA LTG 520 1 20 3 15573 1240 1080 4 20 1 720 OFFICE RECP. LOUNGE LIGHTING 1014 1 20 5 5 1734 6 20 1 720 OFFICE RECP, LOBBY LIGHTING 1300 1 20 7 2020 360 8 20 1 720 OFFICE RECP. SALES /OFFICES /GM LIGHTING 1202 1 20 9 9 1922 1032 10 2D 1 720 OFFICE RECP. DOUBLE BOOTH LIGHTING 130 1 20 11 it 1 1 850 12 20 1 720 OFFICE RECP, DINING LIGHTING 1456 1 20 13 2176 840 14 20 1 720 FRONT DESK RECEPT FACP 500 1 20 15 15 1220 1830 16 20 1 720 FRONT DESK RECEPT COPY MACHINE 1000 1 20 17 17 1 1720 18 20 1 720 FRONT DESK RECEPT ELEV. #1 LTG /RECEP. 1160 1 20 19 1880 1864 1 20 20 1 720 FRONT DESK RECEPT ELEV. #2 LTG /RECEP. 1160 1 20 21 1 2336 1470 22 20 1 1176 SUNDRIES RECEP ELEV. 01 CAB LTG. /RECEP. 878 1 20 23 1 2054 24 20 1 1176 SUNDRIES RECEP ELEV. #2 CAB LTG, /RECEP, 878 1 20 25 2054 720 26 20 1 1176 SUNDRIES RECEP ELEV. EQUIP. RM REC /EX, FAN 260 1 20 27 27 1160 1 28 20 1 900 DOUBLE BOOTH RECEP, STAIR /MECH RECEPTACLES 360 1 20 29 29 1 1080 30 20 1 720 COLUMN RECEP. SPACE 1352 1 20 31 1 720 1 1 32 20 1 720 LOBBY FLOOR RECEP, SPACE 351 1 20 33 1 360 360 34 20 1 360 NEAR VEST. FLOOR RECEP. SPACE 1053 1 20 35 35 540 36 20 1 540 FRONT DOOR FLOOR /CEIL RECE SPACE 351 1 20 37 0 0 38 20 1 720 SPARE SPACE PACE 1 20 39 39 0 1 40 20 1 1 540 SPARE SPACE PACE 1 20 41 1 41 0 42 20 1 1 1200 SPARE TOTAL 110272 18238 17978 1 I TLIT AL VA _ 26,488 PROJECT NO. 04042 ITOTAL AMPS - 74 PER NEC 220 -311, 220 -11, 220 -13, 220-20, & 440 -31 THE CALCULATED LOAD IS 27,044VA WITH AN AMPERAGE OF 75A. MECHANICAL PANEL PANELBOARD IDENTIFICATION iL FLUSH MOUNT X SURFACE MOUNT 120/20 VOLT 3 PHASE 4 WIRE 65000 SYM AIC SHORT CIRCUIT RATING 30 0 AMP BUSS 300 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE NO, TRIP AMPS NO, POLES LOAD VA LOAD DESCRIPTION A B . C FCU -I1 (FAN) 720 3 20 1 5164 1080 - 2 60 3 4444 Ltj- KITCHEN /DRY STORAGE LTG 720 - 20 3 15573 5164 1080 4 60 - 4444 _ SERVICE CORRIDOR LTG 720 - 20 5 5 5164 6 60 - 4444 _ FCU -12 (FAN) 720 3 20 7 5164 360 8 60 1 3 4444 CU -12 B REAKRI30M FRIDGE 720 - 20 9 9 5164 1032 10 60 - 4444 _ _ 720 - 1 20 11 it 1 1 5164 12 60 - 4444 _ FCU -13 (FAN) 343 2 20 13 2985 840 14 35 3 2642 CU -13 _ 343 - 20 15 15 2985 1 1830 16 35 - 2642 _ FCU -13 (HEAT) 2498 3 30 17 17 1 '5140 18 35 - 2642 _ _ 2498 - 30 19 8334 1864 1 20 60 3 5836 RTU -i _ 2498 - 30 21 1 8334 1470 22 60 - 5836 _ RTU -3 2401 3 30 23 1 8237 24 60 - 5836 _ SPACE 2401 - 30 25 7601 720 26 50 1 5200 RTU -2 SPACE 2401 - 30 27 27 7601 1 28 50 1 5200 _ SPACE 1310 1 20 29 29 1 1 5200 30 50 1 520D _ SPACE 1352 1 20 31 0 1 1 32 20 1 720 SPACE SPACE 351 1 20 33 1 0 360 34 20 2 1508 SPACE SP 1053 1 20 35 35 0 36 20 - 1508 SP SPACE 351 1 20 37 0 0 38 20 1 720 SPACE SPACE PACE 1 20 39 39 0 1 40 20 1 540 SP SPACE PACE 1 20 41 1 41 1 0 42 20 1 1 1200 aPAC TOTAL 129248 129248 1289=5 1 I JUIAL VA U /,401 PROJECT NO. 04042 IT13TAL AMPS 1 243 PER NEC 220 -311, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 80,447VA WITH AN AMPERAGE OF 224A. AREA B PANEL PANELBOARD IDENTIFICATION 1LP2 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 42000 SYM AIC SHORT CIRCUIT RATING, 150 AMP BUSS 150 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE NO, TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION A B C LAUN /ELEC/MAIN /MECH LTG 1121 1 20 1 2281 1080 - 2 20 1 1 1160 SERVICE ELEV SHAFT LTG /RE KITCHEN /DRY STORAGE LTG 1230 1 20 3 15573 2108 1080 4 20 1 1 878 ELEV CAB A LTG/ REC (GFI) SERVICE CORRIDOR LTG 1088 1 20 5 5 1348 6 20 1 260 ELEV EQUIP RM REC /FAN JANITOR /RESTROOM RECEP, 360 1 20 7 2040 360 8 40 3 1680 IVASHER MEETING ROOM 2 RECEP, B REAKRI30M FRIDGE 1176 1 20 9 9 2856 1032 10 40 - 1680 MEETING ROOM 3 RECEP. CORRIDOR P 540 1 20 Ii it 1 1 2220 12 40 - 1680 -- STORAGE/ELEC RECEP 540 1 20 13 2220 840 14 40 3 1680 WASHER LA UNDRY SMALL WASHER 1176 1 20 15 15 2856 1830 16 40 - 1680 RESTROOM RECEP, SPARE 1050 1 1 20 17 17 1 1680 18 40 - 1680 BUSINESS CENTER RECEP, SPARE 600 1 20 1 19 1680 1864 1 20 40 3 1680 WASHER SPARE 750 1 20 21 1 1680 1470 22 40 - 1680 PREFUNCTION RECEPTACLES SPARE 90D 1 20 23 1 1680 24 40 - 1680 PREFUNCT10N REEPTACLES SPACE 900 1 20 25 1260 720 26 20 1 1260 DRYER (GAS) SPACE 936 1 20 27 27 1260 1000 28 20 1 1260 DRYER (GAS) SPACE 1310 1 20 29 29 1 1260 30 1 20 1 1260 DRYER (GAS) SPACE 1352 1 20 31 720 1 1 32 20 1 720 LAUNDRY /MECH RECEP, SPACE 351 1 20 33 1 1508 360 34 20 2 1508 TEST RECEPTACLE SPACE 1053 1 20 35 35 1508 36 20 - 1508 SPARE SPACE 351 1 20 37 720 0 38 20 1 720 MAINTENANCE RECEP. SPACE PACE 1 20 39 39 540 1 40 20 1 540 BREAKROOM RECEP. /TIMECLOCK SPACE PACE 1 20 41 1 41 1200 42 20 1 1 1200 BREAKROOM MICROWAVE TOTAL 110921 112808 11UB96 1 I JUIAL VA 1 34,625 PROJECT NO, 04042 ITOTAL AMPS 1 96 PER NEC 220 -311, 220 -11, 220 -13, 220-20, & 440 -31 THE CALCULATED LOAD IS 37,183VA WITH AN AMPERAGE OF 103A, AREA C PANEL PANELBOARD IDENTIFICATION ILP3 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 42000 SYM AIC SHORT CIRCUIT RATING 150 AMP BUSS 150 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE NO, PHASE LOAD VA POLE NO. TRIP AMPS NO, POLES LOAD VA LOAD DESCRIPTION A B C MEETING ROOM I LIGHTING 900 1 20 1 1620 1080 - 2 20 1 720 MEETING ROOM 1 RECEP. MEETING ROOM 1 LIGHTING 900 1 20 3 15573 1620 1080 4 20 1 720 MEETING ROOM 1 RECEP. MEETING ROOM 1 LIGHTING 900 1 20 5 5 1620 6 2D 1 720 MEETING ROOM 2 RECEP. MEETING ROOM 1 LIGHTING 1200 1 1 20 7 1920 360 8 20 1 720 MEETING ROOM 2 RECEP, MEETING ROOM 2 LIGHTING 750 1 1 20 9 9 1470 1032 10 20 1 720 MEETING ROOM 3 RECEP. MEETING ROOM 2 LIGHTING .1200 1 20 11 it 1 1 1920 12 20 1 720 MEETING ROOM 3 RECEP. MEETING ROOM 2 LIGHTING 1200 1 20 13 1560 840 14 20 1 360 EWC MEETING ROOM 2 LIGHTING 1500 1 20 15 15 1860 1830 16 20 1 360 RESTROOM RECEP, MEETING ROOM 3 LIGHTING 1050 1 20 17 17 1 1950 18 20 1 900 BUSINESS CENTER RECEP, MEETING ROOM 3 LIGHTING 600 1 20 19 960 1864 1 20 20 1 360 PAYPHONE RECEPTACLES MEETING ROOM 3 LIGHTING 750 1 20 21 1 1290 1470 22 20 1 540 PREFUNCTION RECEPTACLES MEETING ROOM 3 LIGHTING 90D 1 20 23 1 1440 24 20 1 540 PREFUNCT10N REEPTACLES MEETING ROOM 3 LIGHTING 900 1 20 25 900 720 26 20 1 6316 SPARE PREFUNCTION LIGHTING 936 1 20 27 27 936 1000 28 20 1 6316 SPARE RESTROOM LIGHTING 1310 1 20 1 29 29 1 1310 30 20 1 1 6316 ISPARE PREFUNCTION LIGHTING 1352 1 20 31 11352 1 1 32 20 1 720 SPARE MEETING ROOM I LIGHTING 351 1 20 33 1 351 360 34 20 1 720 SPARE MEETING ROOM 2 LIGHTING 1053 1 20 35 35 1053 36 20 1 1182 SPARE MEETING ROOM 3 LIGHTING 351 1 20 37 351 0 38 20 1 - SPARE SPACE PACE 1 20 39 39 0 1 40 20 1 SPARE SPACE PACE 1 20 41 1 41 0 4220 1 1 SPARE �T TOTAL 1 8663 17527 19293 1 I TOTAL VA 125,4831 PROJECT NO, 04042 TOTAL AMPS 1 71 PER NEC 220 -3B, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 90,181VA WITH AN AMPERAGE OF 251A, MECHANICAL PANEL PANELBOARD IDENTIFICATION ILP8 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 65000 SYM AIC SHORT CIRCUIT RATING 300 AMP BUSS 300 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO, POLES, TRIP AMPS POLE NO, PHASE LOAD VA POLE NO, TRIP AMPS NO, POLES LOAD VA LOAD DESCRIPTION A I B C FCU-6 (FAN) 1129 3 20 1 5573 1 1080 2 60 3 4444 CU -6 INDIRECT POOL LTG 1129 - 20 3 15573 5283 1080 4 60 - 4444 _ INDIRECT POOL LTG 1129 - 20 5 5 5573 6 60 - 4444 _ FCU -7 (FAN) 1129 3 20 7 7445 360 8 60 3 6316 CU -7 MECH/POOL ROOM LTG 1129 - 20 9 9 7445 1032 10 60 - 6316 _ POOL C 1129 - 20 11 it 1 1 7445 12 60 - 6316 _ FCU -8 (FAN) 252 3 20 13 2053 840 14 25 3 1801 CU -8 EXERCISE M RECEP 252 - 20 1 15 15 1 2053 1830 16 25 - 1801 _ _ 252 - 20 17 17 1 2053 18 25 - 1801 _ FCU -9 (FAN) 1129 3 20 19 5573 1864 1 20 60 1 3 4444 CU -9 EXTERIOR RECEP. 1129 - 20 21 1 5573 1470 22 60 - 4444 _ _ 1129 - 20 23 1 5573 24 60 - 4444 _ FCU -10 (FAN) 1129 3 20 25 7445 720 26 60 3 6316 CU - 10 _ 1129 - 20 27 27 7445 1000 28 60 - 6316 _ _ 1129 - 20 29 29 1 17445 30 60 - 6316 _ FCU -B (HEAT) 1440 2 30 31 1440 1 1 32 32 1 720 ISPACE SPACE 1440 - 30 33 33 1 1440 360 34 34 1 720 SPACE S PACE PACE 1 20 35 35 0 36 . 36 1 1182 SPACE SPACE PACE 1 20 37 0 0 38' 38 1 - SP I SPACE PACE 1 20 39 39 0 1 1 40 40 1 SPACE p PACE 1 20 41 1 41 0 1 42 1 1 SPA MECHANICAL PANEL PANELBOARD IDENTIFICATION ILP7 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 65000 SYM AIC SHORT CIRCUIT RATING 250 AMP BUSS 250 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO, POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE NO, TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION A B C FCU -t (FAN) 720 3 20 1 5283 1080 2 60 3 4563 CU -1 INDIRECT POOL LTG 720 - 20 3 3 5283 1080 4 60 - 4563 _ INDIRECT POOL LTG 720 - 20 5 5 5283 6 60 - 4563 _ FCU -2 (FAN) 1129 3 20 7 5573 360 8 60 3 4444 CU -2 MECH/POOL ROOM LTG 1129 - 20 9 9 5573 1032 18 60 - 4444 _ POOL C 1129 - 20 11 it 1 1 5573 12 60 - 4444 _ FCU -3 (FAN) 1129 3 20 13 5573 840 14 60 3 4444 CU -3 EXERCISE M RECEP 1129 - 20 15 15 5573 1830 16 60 - 4444 _ E XERCISE 1129 - 20 17 17 5573 18 60 - 4444 _ FCU -4 (FAN) 436 2 20 19 1 4038 1864 1 20 50 3 3602 CU -4 EXTERIOR RECEP. 436 - 20 21 1 4038 1470 22 50 - 3602 __ FCU -5 (FAN) 614 2 20 23 1 4216 24 50 - 3602 SPACE SPACE 614 - 20 25 5177 720 26 60 3 4563 CU -5 SPARE PARE 1 20 27 27 4563 1000 28 60 - 4563 SPACE FCU -4 (HEAT) 3747 2 30 29 29 8310 30 1 60 - 4563 _ SPACE 3747 - 30 31 3747 360 1 32 32 1 720 SPACE SPACE XT RECEPT 360 1 33 33 0 360 34 34 1 720 ISPACE SP ACE PACE 1 20 35 35 0 36 36 1 1182 ISPA Sp PACE 1 20 37 0 0 38 38 1 - ISPACE I SPACE PACE 1 20 39 39 0 1 40 40 1 I SPA CE I S PACE PACE 1 20 41 1 41 1 0 42 1 1 ISPACE TUTAL 129391 (25030 128955 1 IUTAL VA I U3,3/6 PROJECT NO. 04042 .! TOTAL AMPS 1 232 PER NEC 22.0 -3B, 220 -I1, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 76,729VA WITH AN AMPERAGE OF 213A, TOTAL 129529 129529 128089 i J IUIAL VA 1 8/,1 PROJECT NO, 04042 ITOTAL AMPS 1 242 PER NEC 220 -311, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 85,114VA WITH AN AMPERAGE OF 237A. POOL PANEL PANELBOARD IDENTIFICATION ILP4 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 22000 SYM AIC SHORT CIRCUIT RATING 300 AMP BUSS 300 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO, POLES TRIP AMPS POLE NO, ,PHASE LOAD VA POLE NO, TRIP AMPS NO, POLES LOAD VA LOAD DESCRIPTION A B C EXERCISE /RESTRROM LTG 412 1 20 1 6537 1080 2 50 3 6125 DHU -i INDIRECT POOL LTG 1425 1 20 3 3 7550 1080 4 50 - 6125 _ INDIRECT POOL LTG 1425 1 20 5 5 7550 6 50 - 6125 1080 POOL DOWN LTG 404 1 20 7 5404 360 8 50 3 5000 IS KW DUCT NEATER MECH/POOL ROOM LTG 443 1 20 9 9 5443 1032 10 50 - 5000 __ POOL C 720 1 20 1 11 it 1 1 5720 1 12 50 - 5000 _ RESTROOM RECE 360 1 20 13 880 840 14 1 20 2 520 _ _I EXERCISE M RECEP 540 1 20 15 15 1060 1830 16 1 20 - 520 _ E XERCISE 1200 1 20 17 17 1200 18 35 - 3170 _ EXERCISE EQUIP 1200 1 20 19 1200 1864 1 20 20 20 1 SPACE EXTERIOR RECEP. 360 1 20 21 21 360 1470 22 22 20 1 SPACE POOL ROOM RECEP. 180 1 20 23 23 180 24 24 20 1 SPACE SPACE ARKING LOT RECEPT 360 1 25 1 0 720 26 26 20 1 SPACE SPACE PARE 1 1 27 27 0 1000 28 28 20 1 SPACE SPACE PARE 1 1 29 29 0 30 30 20 1 SPACE SPACE XT RECEPT 360 1 31 0 360 1 32 32 1 720 SPACE SPACE XT RECEPT 360 1 33 33 0 360 34 34 1 720 SPACE SPACE PACE 1 20 35 35 0 36 36 1 1182 SPACE SPACE PACE 1 20 37 0 0 38 38 1 - SPACE PACE PACE 1 20 39 39 0 0 40 40 1 SPACE [SPA PACE 1 20 41 1 41 0 42 1 42 1 SP TOTAL 114U21 114413 11465U I IUTAL VA 4J,UB4 PROJECT NO. 04042 TOTAL AMPS 120 PER NEC 220 -3B, 220 -11, 220 -13, 220 -20, 220 -15, & 440 -31 THE CALCULATED LOAD IS BY OTHERS, VERIFY POOL EQUIPMENT WITH POOL SUPPLIER PRIOR TO ROUGH -IN, POOL PUMPS AND HEATERS NOT SHOWN MECHANICAL PANEL PANELBOARD IDENTIFICATION 1LP9 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 42000 SYM AIC SHORT CIRCUIT RATING 200 AMP BUSS 200 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE I NO. TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION A B C FCU -1 3170 3 35 1 6340 1080 2 35 1 3 3170 FC - IGN LIGHTING (BLDG) 3170 - 35 3 3 6340 1080 4 1 35 - 3170 _ IGN LIGHTING (BLDG) 3170 - 35 5 5 6340 6 35 - 3170 1080 FCU -2 3170 3 35 7 7781 360 8 50 3 4611 FCU-5 IGN LIGHTING (BLDG) 3170 - 35 9 9 7781 1032 10 50 - 4611 672 _ 3170 - 35 11 it 1 1 7781 12 50 - 4611 _ SPACE ARKING LOT RECEPT 360 1 13 3170. 840 14 35 1 3 3170 FCU -9 SPACE ARKING LOT RECEPT 360 1 15 15 3170 1830 16 35 - 3170 _ SPACE ARKING LOT RECEPT 360 1 17 17 3170 18 35 - 3170 _ SPACE XTERIOR BLDG LTG 414 1 19 0 1864 1 20 20 20 1 SPACE SPACE ARKING LOT RECEPT 360 1 21 21 0 1470 22 22 20 1 SPACE SPACE PARE 1 1 23 23 0 24 24 20 1 SPACE SPACE ARKING LOT RECEPT 360 1 25 0 720 26 26 20 1 SPACE SPACE PARE 1 1 27 27 0 1000 28 28 20 1 SPACE SPACE PARE 1 1 29 29 0 30 30 20 1 SPACE SPACE XT RECEPT 360 1 31 0 360 1 32 32 1 720 SPACE SPACE XT RECEPT 360 1 33 33 0 360 34 34 1 720 SPACE SPACE PACE 1 20 35 35 0 36 36 1 1182 SPACE SPACE PACE 1 20 37 0 0 38 38 1 - SPACE PACE PACE 1 20 39 39 0 0 40 40 1 SPACE [SPA PACE 1 20 41 1 41 0 42 1 42 1 SP TOTAL 117 291 117291 (17291 1 I fUlAL VA 51,873 PROJECT NO, 04042 ITOTAL AMPS 144 PER NEC 220 -3B, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 51,873VA WITH AN AMPERAGE OF 144A. SITE PANEL PANELBOARD IDENTIFICATION 1LP5 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 22000 SYM AIC SHORT CIRCUIT RATING 150 AMP BUSS 150 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO, POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE NO, TRIP AMPS NO. OLES LOAD VA LOAD DESCRIPTION A B C PARE 1 1 20 1 1080 2 2 20 1 1080 IGN LIGHTING (BLDG) PARE 1 1 20 3 1612 1080 4 4 20 1 1080 IGN LIGHTING (BLDG) PARE 1 1 20 5 2048 1080 6 20 1 1080 IGN LIGHTING (BLDG) PARE 1 1 20 7 360 8 8 20 1 360 IGN LIGHTING (BLDG) ARKING LOT RECEPT 360 1 20 9 2048 1032 10 10 20 1 672 IGN LIGHTING (MONUMENT) ARKING LOT RECEPT 360 1 20 it 1 1 1612 1035 12 20 1 675 RUNT CANOPY LTG ARKING LOT RECEPT 360 1 20 13 840 14 14 20 1 480 RONT COLUMN LTG ARKING LOT RECEPT 360 1 20 15 1612 1830 16 16 20 1 1470 XT BLDG LTG ARKING LOT RECEPT 360 1 20 17 2048 1 1520 18 20 1 1160 XT BLDG LTG XTERIOR BLDG LTG 414 1 20 19 1864 1 20 20 20 1 1450 XT BLDG LTG ARKING LOT RECEPT 360 1 20 21 2264 1470 22 22 20 1 1110. XT BLDG LTG PARE 1 1 20 23 1612 360 24 20 1 360 T REC (TWO) ARKING LOT RECEPT 360 1 20 25 720 26 26 20 1 360 T REC (TWO) PARE 1 1 20 27 2700 1000 28 28 20 1 1000 V -1 & MOD'S IRRIGATION PARE 1 1 20 29 2700 500 30 20 1 500 XT RECEPT 360 1 20 31 360 1 32 32 1 720 RECEPTACLES ACE XT RECEPT 360 1 20 33 2220 360 34 34 1 720 RECEPTACLES PACE PACE 1 20 30 35 2682 0 36 1 1182 CORRIDOR LIGHTING PACE PACE 1 20 30 37 0 311 38 1 1190 CORRIDOR LIGHTING PACE PACE 1 20 30 39 1200 0 40 40 1 SPARE PACE PACE 1 20 30 1 41 1200 1 0 1 42 1 SPARE PACE 15224 16772 14495 t OTAL VA 116,491 PROJECT N0, 04042 OTAL AMPS 1 46 SITE LIGHTING BY OTHERS VERIFY REQUIREMENTS PRIOR TO ROUGH -IN PANELBOARD IDENTIFICATION 2L P1 FLUSH MOUNT X SURFACE MOUNT 120/208 VO 3 PHA 4 WI 1000 SYM AIC SHORT CIRCUIT RATING 12 5 AMP BUSS 12 5 AMP MAIN LUGS O AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE NO, PHASE LOAD VA POLE NO, TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION A B C KING GUEST RM 228 540 1 20 1 2048 2048 2 20 2 1508 HVAC -RM 228 KING BATH RM 228 104 1 26 3 3 1612 1612 4 20 -- 1508 -- KING GUEST RM 227 540 1 20 5 5 2048 6 20 2 1508 HVAC-RM 227 KING BATH RM 227 104 1 20 7 1612 1612 8 20 -- 1508 -- KING GUEST RM 226 540 1 20 9 9 2048 2048 10 20 2 1508 HVAC -RM 226 KING BATH RM 226 104 1 20 11 11 1 1 1612 12 20 -- 1508 -- KING GUEST.RM 225 540 1 20 13 2048 2264 1 14 20 2 1508 HVAC -RM 225 KING BATH RM 225 104 1 20 15 15 1612 1 16 20 -- 1508 -- QU /QU GUEST RM 224 540 1 20 17 17 2048 1 18 20 2 1508 HVAC -RM 224 QU /QU BATH RM 224 104 1 20 19 1612 1664 1 20 20 -- 1508 -- KING SUITE GUEST RM 223 756 1 20 21 21 2264 2378 22 20 2 1508 HVAC -RM 223 KING SUITE BATH RM 223 104 1 20 23 23 1612 24 20 -- 1508 -- HAIR DRYER RM 228 1500 1 20 25 2700 2700 26 20 1 1200 MICRO RM 225 HAIR DRYER RM 227 1500 1 20 27 27 2700 1 2700 28 20 1 1200 MICRO RM 224 HAIR DRYER RM 226 1500 1 20 29 29 2700 30 20 1 1200 MICRO RM 223 HAIR DRYER RM 225 1500 1 20 31 2220 1500 1 32 20 1 720 RECEPTACLES HAIR DRYER.RM 224 1500 1 20 33 33 2220 1500 34 20 1 720 RECEPTACLES HAIR DRYER.RM 223 1500 1 20 35 35 2682 36 20 1 1182 CORRIDOR LIGHTING MICRO RM 228 1200 1 20 37 2390 1200 311 20 1 1190 CORRIDOR LIGHTING MICRO RM 227 1200 1 20 39 39 1200 1200 40 20 1 SPARE MICRO RM 226 1200 1 20 41 41 1200 42 20 1 SPARE TOTAL 1 146301 136561 139021 TOTAL VA 42,188 PROJECT N0. 04042 1 TOTAL AMPS 1 117 PER NEC 220 -3B, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 35,314VA WITH AN AMPERAGE OF 98A. SEAL: a Il e � ® ..:...... ..... � WE, at ig f........ ..... .. .... . Ef ��,o 3182' • ot •'t eFS'• ENS G� JIf E . CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 ISSUED FOR: SCHEMATIC DESIGN PANELBOARD IDENTIFICATION' 202 FLUSH MOUNT X SURFACE MOUNT 120/208 V OLT 3 PHA 4 . WI 1000 SYM AIC SHORT CIRCUIT RATING 1 25 AMP BUSS 12 5 AMP MAIN LUGS O AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES � a ocl) POLE NO. TRIP AMPS .J o� W O B J T 540 J U ISSUED FOR: SCHEMATIC DESIGN PANELBOARD IDENTIFICATION' 202 FLUSH MOUNT X SURFACE MOUNT 120/208 V OLT 3 PHA 4 . WI 1000 SYM AIC SHORT CIRCUIT RATING 1 25 AMP BUSS 12 5 AMP MAIN LUGS O AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE NO, PHASE LOAD VA POLE NO. TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION A B C QU /QU GUEST RM 222 540 1 20 1 2048 2048 2 20 2 1508 HVAC -RM 222 QU /QU BATH RM 222 104 1 20 3 3 1612 1612 4 20 -- 1508 -- KING SUITE GUEST RM 221 756 1 20 5 5 2264 6 20 2 1508 HVAC -RM 221 KING SUITE BATH RM 221 104 1 20 7 1612 1612 8 20 -- 1506 -- QU/QU GUEST RM 220 540 1 20 9 9 2048 2048 10 20 2 1508 HVAC -RM 220 QU /QU BATH RM 220 104 1 20 11 11 1612 12 20 -- 1508 -- QU/QU SUITE GUEST RM 219 756 1 20 13 2264 2264 1 14 20 2 1508 HVAC -RM 219 QU /QU SUITE BATH RM 219 104 1 20 15 15 1612 1 16 20 -- 1508 -- QU/QU GUEST RM 218 540 1 20 17 17 1 2048 18 20 2 1508 HVAC -RM 218 QU /QU BATH RM 218 104 1 20 19 1612 1664 1 20 20 -- 1508 -- QU/QU SUITE GUEST RM 217 756 1 20 1 21 21 2264 2378 22 20 2 1508 HVAC -RM 217 QU /QU SUITE BATH RM 217 104 1 20 1 23 23 1612 24 20 -- 1508 -- HAIR DRYER RM 222 1500 1 20 25 2700 2700 26 20 1 1200 MICRO RM 219 HAIR DRYER RM 221 1500 1 20 27 27 270D 1 2700 28 20 1 1200 MICRO RM 218 HAIR DRYER RM 220 1500 1 20 29 29 2700 30 20 1 1200 MICRO RM 217 HAIR DRYER RM 219 1500 1 20 31 1500 1500 1 32 20 1 1 SPARE HAIR DRYER RM 218 1500 1 20 33 33 1500 1500 34 20 1 1 SPARE HAIR DRYER RM 217 1500 1 20 35 35 1500 36 20 1 1 SPARE MICRO RM 222 1200 1 20 37 1200 1200 38 38 1 1190 SPACE MICRO RM 321 1200 1 20 39 39 1200 1200 40 40 1 SPACE MICRO RM 320 1200 1 20 41 41 1200 42 42 1 SPACE TOTAL L1293b 11293b lIG94b 1 I IHL VH . I JUAW0 PROJECT NO. 04042 ITOTAL AMPS I 108 PER NEC 220 -3B, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 29,907VA WITH AN AMPERAGE OF 83A. PANELBOARD IDENTIFICATION 20 3 FLUSH MOUNT X SURFACE MOUNT 120/208 V OLT 3 PHA 4 WI 1000 SYM AIC SHORT CIRCUIT RATING 12 5 AMP BUSS 12 5 AMP MAIN LUGS O AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE NO, TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION A B I C QU /QU GUEST RM 216 540 1 20 1 2048 2 1 2 20 2 1508 HVAC-RM 216 OU /QU BATH RM 216 104 1 20 3 1624 1612 4 4 20 -- 1508 -- QU/QU SUITE GUEST RM 215 756 1 20 5 2048 2264 6 20 2 1508 HVAC -RM 215 QU /QU SUITE BATH RM 215 104 1 20 7 1612 8 8 1 20 -- 1508 -- QU/QU GUEST RM 214 540 1 20 9 2048 2048 10 10 1 20 2 1508 HVAC -RM 214 QU /QU BATH RM 214 104 1 1 20 11 1612 1612 12 20 -- 1508 -- QU/QU SUITE GUEST RM 213 756 1 20 13 2264 1 14 14 20 1 2 1508 HVAC-RM 213 QU /QU SUITE BATH RM 213 104 1 20 15 1612 1 1612 16 16 20 -- 1506 I - KING ROLL -IN ACC. GUEST RM 12 584 1 20 17 1 2048 2092 18 20 2 1508 HVAC-RM 212 KING ROLL -IN ACC, BATH RM 21 156 1 20 19 1664 1 20 20 20 -- 1508 -- KING SUITE TYPE 'B' GUEST RM 21170 1 20 21 2700 2378 22 22 20 2 1508 HVAC -RH 211 KING SUITE TYPE 'B' BATH RM 1190 1 20 23 2700 1598 24 20 -- 1500 -- HAIR DRYER RM 216 1500 1 20 25 2700 26 26 20 1 1200 IMICRO RM 213 HAIR DRYER RM 215 1500 1 20 27 2316 1 2700 28 28 20 1 1200 IMICRU RM 212 HAIR DRYER RM 214 1500 1 20 29 1 2700 30 20 1 1200 MICRO RM 211 HAIR DRYER RM 213 1500 1 20 31 1500 1 .32 32 20 1 1176 SPARE HAIR DRYER RM 212 1500 1 20 33 2376 1500 34 34 20 1 GUEST WASHER SPARE HAIR DRYER RM 211 1500 1 20 35 1200 1500 1 36 20 1 SPARE SPARE MICRO RM 216 1200 1 1 1 20 37 1200 38 38 1 1190 SPARE SPACE MICRO RM 215 1200 1 1 1 20 39 1200 1200 40 40 1 SPARE ISPACE MICRO RM 214 1 1200 1 1 20 41 1 1200 42 1 SPARE SPACE TOTAL 112988 1130SU 112966 1 I IUTAL VA I 39,UU4 PROJECT NO, 04042 ITOTAL AMPS 108 PER NEC 2120 -311, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 34,125VA WITH AN AMPERAGE OF 95A. PANELBOARD IDENTIFICATION 2LP4 F LUSH MOUNT X S URFACE MOUNT 120/208 V OLT .3 P HASE 4 WIRE 10000 S YM AIC SHORT CIRCUIT RATING 125 A MP BUSS 125 AMP MAIN LUGS OR A MP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE NO, TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION A B C KING GUEST RM 210 540 1 20 1 2048 2 1 2 20 2 1508 HVAC -RM 210 KING GUEST RM 210 104 1 20 3 1624 1612 4 4 20 -- 1508 -- KING SUITE GUEST RM 209 756 1 20 5 2048 2264 6 20 2 1508 HVAC -RM 209 KING SUITE BATH RM 209 104 1 1 1 20 7 1612 8 8 20 -- 1508 -- QUEEN QUEEN GUEST RM 208 540 1 1 1 20 9 2048 2048 10 10 20 2 1508 HVAC -RM 208 QUEEN QUEEN BATH RM 208 104 1 20 11 1612 1612 12 20 -- 1508 -- QU /QU SUITE GUEST RM 207 756 1 20 13 2264 14 14 20 2 1508 HVAC -RM 207 QU /QU SUITE BATH RM 207 104 1 20 IS 1612 1612 16 16 20 -- 1508 -- KING WHIRLPOOL A GUEST RM 6820 1 20 17 1 2048 2328 18 20 2 1508 HVAC -RM 206 KING WHIRLPOOL A BATH RM 2 116 1 20 19 1624 1 20 20 20 -- 1508 -- KING SUITE ACCESSIBLE GUEST RM16I05 1 20 21 2700 2668 22 22 20 2 1508 HVAC -RM 205 KING SUITE ACCESSIBLE BATH M 90 1 20 23 2700 1658 24 20 -- 1508 -- HAIR DRYER RM 210 1500 1 20 25 2700 26 26 20 1 1200 MICRO RM 207 HAIR DRYER RM 209 1500 1 20 27 2316 270D 28 28 20 1 1200 MICRO RM 206 HAIR DRYER RM 208 1500 1 20 29 4000 2700 30 20 1 1200 MICRO RM 205 HAIR DRYER RM 207 1500 1 20 31 2676 1 .32 32 20 1 1176 WHIRLPOOL RM 206 HAIR DRYER RM 206 1500 1 20 33 2376 1500 34 1 34 20 1 GUEST WASHER SPARE HAIR DRYER RM 205 1500 1 20 35 1200 1500 1 36 20 1 SPARE SPARE MICRO RM 210 1200 1 20 37 1200 38 38 1 1190 SPARE SPACE MICRO RM 209 1200 1 20 39 1200 1200 40 40 1 SPARE SPACE MICRO RM 208 1200 1 20 41 1176 1200 42 1 SPARE SPACE TUTAL 114124 1 1J:14U 1 13262, IUTAL VA I 4U, /Cb PROJECT NO. 04042 17 OTAL AMPS 1 113 PER NEC 220 -311, 220 -11, 220-13, 220 -20, & 440-31 THE CALCULATED LOAD IS 32228VA WITH AN AMPERAGE OF 90A. PANELBOARD IDENTIFICATION 2L P5 FLUSH MOUNT X SURFACE MOUNT 120/208 V OLT 3 PHA 4 WI 10000 SYM AIC SHORT CIRCUIT RATING 12 5 AMP BUSS 1 25 AMP MAIN LUGS O AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO, POLES TRIP AMPS POLEI NO. PHASE LOAD VA POLE NO. TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION A I B I C KING WHIRLPOOL B GUEST RM 04 780 1 20 1 2288 2 1 20 2 1508 HVAC -RM 204 KING WHIRLPOOL B BATH RM 2 116 1 20 3 1624 4 20 -- 1508 -- QU/QU GUEST RM 203 540 1 20 5 2048 6 20 2 1508 HVAC -RM 203 QU /QU BATH RM 203 104 1 20 7 1612 8 20 -- 1508 -- QUEEN QUEEN GUEST RM 202 540 1 20 9 2048 10 20 2 1508 HVAC -RM 202 QU /QU BATH RM 202 104 1 20 11 1612 12 20 -- 1508 -- QUEEN QUEEN GUEST RM 201 540 1 20 13 2048 14 20 2 1506 HVAC -RM 201 QU /QU BATH RM 201 104 1 20 IS 1612 16 20 -- 1508 -- QUEEN QUEEN GUEST RM 200 540 1 20 17 1 2048 18 20 2 1508 HVAC -RM 200 QU /QU BATH RM 200 104 1 1 20 19 1612 1 20 '20 -- 1508 -- HAIR DRYER RM 204 1500 1 20 21 2700 1 22 20 1 1200 VENDING HAIR DRYER RM 203 1500 1 20 23 2700 24 20 1 1200 VENDING HAIR DRYER RM 202 1500 1 20 25 2316 26 20 2 816 ICE MACHINE HAIR DRYER RM 201 1500 1 20 27 2316 28 20 -- 816 -- HAIR DRYER RM 200 1500 1 20 29 4000 30 30 2 2500 GUEST DRYER MICRO RM 204 1200 1 20 31 3700 1 .32 30 -- 2500 RECEPTACLES MICRO RM 203 1200 1 20 33 2376 34 20 1 1176 GUEST WASHER MICRO RM 202 1200 1 20 35 1200 36 20 I 1182 SPARE MICRO RM 201 1200 1 20 37 1200 38 20 1 1190 SPARE MICRO RM 200 1200 1 20 1 39 1200 40 20 1 SPARE WHIRLPOOL RM 204 1176 1 20 1 41 1176 42 20 1 SPARE TUT AL 1 14//6 1 13U /b 1 14/84 i I IUTAL VA 1 43,43 PROJECT NO, 04042 ITOTAL AMPS 1 121 PER NEC 220 -3B, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 38799VA WITH AN AMPERAGE OF IOBA, PANELBOARD IDENTIFICATION 3LP1 FLUSH MOUNT X SURFACE'MOUNT 120/208 VOLT 3 PHASE 4 WIRE 10000 SYM AIC SHORT CIRCUIT RATING 125 AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE NO. TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION A B I C KING GUEST RM 328 540 1 20 1 2048 2 20 2 1508 HVAC -RM 328 KING BATH RM 328 104 1 20 3 1612 4 20 -- 1508 -- KING GUEST RM 327 '' 540 1 20 5 2046 6 20 2 1508 HVAC -RM 327 KING BATH RM 327 104 1 20 7 1612 8 20 -- 1508 -- KING GUEST RM 326 540 1 20 9 2048 10 20 2 1508 HVAC -RM 326 KING BATH RM 326 104 1 20 11 1612 12 20 -- 1508 -- KING GUEST RM 325 540 1 20 13 2048 14 20 2 1508 HVAC -RM 325 KING BATH RM 325 104 1 20 15 1612 16 20 -- 1508 -- QU /QU GUEST RM 324 540 1 20 17 2048 18 20 2 1506 HVAC-RM 324 QU /QU BATH RM 324 104 1 20 19 1612 20 20 -- 1508 -- KING SUITE GUEST RM 323 756 1 20 21 2264 1 22 20 2 1508 HVAC -RM 323 KING SUITE BATH RM 323 104 1 20 23 1612 24 20 -- 1508 -- HAIR DRYER RM 328 1500 1 20 25 2700 26 20 1 1200 MICRO RM 325 HAIR DRYER RM 327 1500 1 20 27 2700 28 20 1 1200 MICRO RM 324 HAIR DRYER RM 326 1500 1 20 29 2700 30 20 1 1200 MICRO RM 323 HAIR DRYER RM 325 1500 1 20 31 2220 32 20 1 720 RECEPTACLES HAIR DRYER RM 324 1500 1 20 33 2220 34 20 1 720 RECEPTACLES HAIR DRYER RM 323 1500 1 20 35 2682 36 20 1 1182 CORRIDOR LIGHTING MICRO RM 328 120D 1 20 37 2390 38 20 1 1190 CORRIDOR LIGHTING MICRO RM 327 1200 1 20 39 1200 40 20 1 SPARE MICRO RM 326 1200 1 20 41 1200 42 20 1 SPARE TOTAL 114630 113656 1 1 TOTAL VA 42,188 PROJECT NO. 04042 ITUTAL AMPS 117 PER NEC 220-311, 220 -I1, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 35,314VA WITH AN AMPERAGE OF 98A, DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS REVISIONS: TITLE: PANEL SCHEDULES PROJECT NO: 04042 DATE 10 -14 -04 SHEET NO: E -13 Integra Service Group PANELBOARD IDENTIFICATION 3LP2 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 10000 SYM AIC SHORT CIRCUIT RATING 125 AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE ND. TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION A B I C QU /QU GUEST RM 322 540 1 20 1 2048 2048 1 2 20 2 1508 HVAC -RM 322 QU /QU BATH RM 322 104 1 20 3 3 1612 1 4 20 -- 1508 -- KING SUITE GUEST RM 321 756 1 20 5 5 2264 1 6 20 2 1508 HVAC -RM 321 KING SUITE BATH RM 321 104 1 1 20 7 1612 1612 1 8 20 -- 1508 -- QU /QU GUEST RM 320 540 1 1 20 9 9 2048 1 10 20 2 1508 HVAC -RM 320 QU /QU BATH RM 320 104 1 1 20 it 11 1 1612 12 20 -- 1508 -- QU /OU SUITE GUEST RM 319 756 1 20 13 2264 2264 1 14 20 2 1508 HVAC -RM 319 QU /QU SUITE BATH RM 319 104 1 20 15 15 1612 1612 16 20 -- 1508 -- QU/QU GUEST RM 318 540 1 20 17 17 2048 1 18 20 2 1 1508 VAC -RM 318 QU /QU BATH RM 318 104 1 20 19 1612 1664 1 20 20 -- 1508 -- QU/QU SUITE GUEST RM 317 756 1 1 20 21 21 2264 2378 22 20 2 1508 HVAC-RM 317 QU /QU SUITE BATH RM 317 104 1 1 20 23 23 1612 1 24 20 -- 1508 -- HAIR DRYER RM 322 1500 1 20 25 2700 2700 2700 1 26 20 1 1200 MICRO RM 319 HAIR DRYER RM 321 1500 1 20 27 27 2700 2700 1 28 20 1 1200 MICRO RM 318 HAIR DRYER RM 320 1500 1 20 29 1 1 2700 30 20 1 1200 MICRO RM 317 HAIR DRYER RM 319 1500 1 20 31 1 1500 1 1500 32 20 1 1 SPARE HAIR DRYER RM 318 1500 1 20 33 33 1500 1500 34 20 1 1 SPARE AIR DRYER RM 317 1500 1 20 35 1 1200 1500 36 20 1 1 SPARE MICRO RM 322 1200 1 20 37 1200 1200 36 38 1 1190 SPACE MICRO RM 321 1200 1 20 39 39 1200 1200 40 40 1 SPACE MICRO RM 320 1200 1 20 41 1 41 1200 42 42 1 ISPACE IUTAL 11CY,1b 11C7J6 11C70b ' IUInL vn I JQ,000 PROJECT NO, 04042 TOTAL AMPS 108 PER NEC 220 -3B, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 31857VA WITH AN AMPERAGE OF 89A, PANELBOARD IDENTIFICATION 4LP2 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 10 0 0 0 SYM AIC SHORT CIRCUIT RATING 125 AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO, POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE NO, TRIP AMPS NO, POLES LOAD VA LOAD DESCRIPTION A I B I C QU /QU GUEST RM 422. 540 1 20 1 2048 2048 1 2 20 2 1508 HVAC -RM 422 QU /QU BATH RM 422 104 1 20 3 3 1612 1612 4 20 -- 1508 -- KING SUITE GUEST RM 421 756 1 20 5 5 2264 6 20 2 1508 HVAC -RM 421 KING SUITE BATH RM 421 104 1 20 7 1612 1612 1 8 20 1 -- 1508 -- QU/QU GUEST RM 420 540 1 20 9 9 2048 1 10 20 2 1508 HVAC -RM 420 QU /QU BATH RM 420 104 1 20 11 11 1 1612 1 12 20 -- 1508 -- QU/QU SUITE GUEST RM 419 756 1 20 13 2264 2264 1 14 20 2 1508 HVAC -RM 419 QU /QU SUITE BATH RM 419 104 1 20 15 15 1612 1612 16 20 -- 1508 -- QU/QU GUEST RM 418 540 1 20 17 17 2048 18 20 2 1508 HVAC -RM 418 QU /QU BATH RM 418 104 1 20 19 1612 1664 1 20 20 -- 1508 - QU /QU SUITE GUEST RM 417 756 1 20 21 21 2264 2378 22 20 2 1508 HVAC -RM 417 QU /QU SUITE BATH RM 417 104 1 20 23 23 1612 24 20 -- 1508 -- HAIR DRYER RM 422 HAIR DRYER RM 421 HAIR DRYER RM 420 HAIR DRYER RM 419 1500 1500 1500 1500 1 1 1 1 20 20 20 20 25 27 29 31 2700 1500 2700 2700 26 28 30 32 20 20 20 20 1 1 1 1 1200 1200 1200 MICRO RM 419 MICRO RM 418 MICRO RM 417 SPARE HAIR DRYER RM 418 1500 1 20 33 27 1 1500 2700 34 20 1 1200 SPARE HAIR DRYER RM 417 1500 1 20 35 1 1 1500 36 20 1 1200 SPARE MICRO RM 422 1200 1 20 37 1200 1 1500 38 20 1 1 SPACE . MICRO RM 421 . 1200 1 20 39 33 1 1200 1500 34 20 1 1 ISPACE MICRO RM 420 1200 1 20 41 1 1200 1200 42 20 1 1 SPACE TUTAL Lle9Jb µe7Jb 11f:V 1 IUIHL VH Jb,bub PROJECT NO. 04042 1 TOTAL AMPS 108 PER NEC 220 -311, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 31,857VA WITH AN AMPERAGE OF 89A. PANELBOARD IDENTIFICATION 3LP3 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 10000 SYM AIC SHORT CIRCUIT RATING 125 AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO, POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE NO. TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION A B C QU /QU GUEST RM 316 540 1 20 1 2048 2048 1 2 20 2 1508 HVAC -RM 316 QU /QU BATH RM 316 104 1 20 3 3 1612 1612 4 20 -- 1508 -- QU /QU SUITE GUEST RM 315 756 1 20 5 5 2264 6 20 2 1508 HVAC -RM 315 QU /QU SUITE BATH RM 315 104 1 20 7 1612 1612 8 20 -- 1508 -- QU/QU GUEST RM 314 540 1 20 9 9 2048 1 2048 1 10 20 2 1508 HVAC-RM 314 QU /QU BATH RM 314 104 1 1 20 11 11 1 1612 12 20 -- 1508 -- QU /QU SUITE GUEST RM 313 756 1 20 13 2264 2264 1 14 20 2 1508 HVAC -RM 313 QU /QU SUITE BATH RM 313 104 1 20 15 15 1612 1612 16 20 -- 1508 -- QU/QU ROLL -IN ACC GUEST RM 31084 1 20 17 17 2092 18 20 2 1508 HVAC -RM 312 QU /QU ROLL -IN ACC, BATH RM 12160 1 20 19 1668 1664 1 20 20 -- 1508 -- KING SUITE TYPE 'B' GUEST RM 3870 1 20 21 21 2378 2378 22 20 2 1508 HVAC -RM 311 KING SUITE TYPE 'B' BATH RM 31190 1 20 23 23 1598 24 20 -- 1508 -- HAIR DRYER RM 316 1500 1 1 20 25 2700 2700 1 26 20 1 1200 MICRO RM 313 HAIR DRYER RM 315 1500 1 20 27 27 2700 2700 28 20 1 1200 MICRO RM 312 HAIR DRYER RM 314 1500 1 20 29 1 1500 2700 30 20 1 1200 MICRO RM 311 HAIR DRYER RM 313 1500 1 20 31 1500 1500 1500 32 20 1 1 SPARE HAIR DRYER RM 312 1500 1 20 33 33 1500 1500 34 20 1 1 SPARE HAIR DRYER RM 311 1500 1 20 35 35 1200 1500 36 20 1 1 ISPARE MICRO RM 316 1200 1 20 37 1200 1200 38 38 1 1190 ISPACE MICRO RM 315 1200 1 20 39 39 1200 1200 40 40 1 SPACE MICRO RM 314 1200 1 20 1 41 1 41 1200 42 42 1 SPACE IUTAL 11C77C 11JUDU tlC7bb ' JIUML VH J7,VUb PROJECT NO, 04042 TOTAL AMPS 1 108 PER NEC 220 -311, 220 -11, 220 -13, 220 -20, & 440-31 THE CALCULATED LOAD IS 32467VA WITH AN AMPERAGE OF 90A, PANELBOARD IDENTIFICATION 4LP3 FLUSH MOUNT __ X _ SURFACE MOUNT 120/208 VOLT 3 PHASE _. _WIRE 10000 SYM AIC SHORT CIRCUIT RATING 125 AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO, POLES TRIP AMPS POLE NO, PHASE LOAD VA IPOLE NO, TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION A B C QU /QU GUEST RM 416 540 1 20 1 2048 1 2 2 20 2 1508 HVAC -RM 416 QU /QU BATH RM 416 104 1 20 3 1612 1612 4 4 20 -- 1508 -- QU/QU SUITE GUEST RM 415 756 1 20 5 2264 2264 6 20 2 1508 HVAC -RM 415 QU /QU SUITE BATH RM 415 104 1 20 7 1612 8 8 20 - 1508 -- QU /QU GUEST RN 414 540 1 20 9 2048 2048 1 10 10 20 2 1508 HVAC-RM 414 QU /QU BATH RM 414 104 1 20 11 11612 1 1612 12 20 -- 1508 -- QU /QU SUITE GUEST RM 413 756 1 20 1 13 2264 1 14 14 20 2 1508 HVAC -RM 413 QU /QU SUITE BATH RM 413 104 1 20 15 1612 1612 16 16 20 -- 1500 -- KING ACC, (TUB) GUEST RM 412 584 1 20 17 2328 2092 18 20 2 1508 HVAC -RM 412 KING ACC, (TUB) BATH RM 412 156 1 20 19 1664 1 20 20 20 -- 1508 -- KING SUITE TYPE 'B' GUEST RH 4870 1 20 21 2618 2378 22 22 20 2 1508 HVAC-RM 411 KING SUITE TYFE 'B' BATH RM 11190 1 20 23 1668 1598 24 20 -- 1508 -- HAIR DRYER RM 416 1500 1 20 25 2700 1 26 26 20 1 1200 MICRO RM 413 HAIR DRYER RM 415 1500 1 20 27 2700 2700 28 28 20 1 1200 MICRD RM 412 HAIR DRYER RM 414 1500 1 20 29 1500 2700 2700 30 20 1 1200 MICRO RM 411 HAIR DRYER RM 413 1500 1 20 31 1500 1500 32 32 20 1 WHIRLPOOL RM 306 SPARE HAIR DRYER RM 412 1500 1 20 33 1500 1500 34 34 20 1 SPARE SPARE HAIR DRYER RM 411 1500 1 20 35 1200 1500 1500 36 20 1 SPARE SPARE MICRO RM 416 1200 1 20 37 1200 38 38 1 1190 SPACE SPACE MICRO RM 415 1200 1 20 39 1200 1200 40 40 1 SPACE SPACE MICRD RM 414 1200 1 1 20 1 41 1200 1200 42 1 SPACE SPACE IUTAL I1C7aa '1JUJU 11C700 , IUIHL VH I 17,UUY PROJECT NO, 04042 L• TOTAL AMPS 1 108 PER NEC 220 -38, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 32,465VA WITH AN AMPERAGE OF 90A, PANELBOARD IDENTIFICATION 3LP FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 10000 SYM AIC SHORT CIRCUIT RATING 125 AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE NO. TRIP AMPS NO, POLES LOAD VA LOAD DESCRIPTION A I B I C KING GUEST RM 310 540 1 20 1 2048 2048 1 2 20 2 1508 HVAC -RM 310 KING GUEST RM 310 104 1 20 3 3 1612 1612 4 20 -- 1508 -- KING SUITE GUEST RM 309 756 1 20 5 5 2264 6 20 2 1508 HVAC -RM 309 KING SUITE BATH RM 309 104 1 20 7 1612 1612 8 20 1 -- 1508 -- QUEEN QUEEN GUEST RM 308 540 1 20 9 9 2048 2048 10 20 2 1508 HVAC -RM 308 QUEEN QUEEN BATH RM 308 104 1 20 11 11 11612 11612 12 20 -- 1508 -- QU/QU SUITE GUEST RM 307 756 1 20 13 2264 2264 1 14 20 2 1508 HVAC -RM 307 QU /QU SUITE BATH RM 307 104 1 20 15 15 1612 1612 16 20 -- 1508 -- KING WP ACC, GUEST RM 306 820 1 26 17 17 2328 18 20 2 1508 HVAC -RM 306 KING WP ACC, BATH RM 306 156 1 20 19 1664 1624 1 20 20 -- 1 1508 -- QU/QU SUITE ACC. GUEST RM 3 51110 1 20 21 21 2618 2668 22 20 2 150B HVAC -RM 305 QU /QU SUITE ACC. BATH RM 30 160 1 20 23 23 1668 24 20 -- 1508 -- HAIR DRYER RM 310 1500 1 20 25 2700 2700 1 26 20 1 1200 MICRO RM 307 HAIR DRYER RM 309 1500 1 20` 27 27 2700 2700 28 20 1 1200 MICRO RM 306 HAIR DRYER RM 306 1500 1 20 29 29 1500 2700 30 20 1 1200 MICRO RM 305 HAIR DRYER RM 307 1500 1 20 31 2676 2676 1500 32 20 1 1176 WHIRLPOOL RM 306 HAIR DRYER RM 306 1500 1 20 33 33 1500 r15000 34 20 1 1 SPARE HAIR DRYER RM 305 1500 1 20 35 35 1200 1500 36 20 1 1 SPARE MICRO RM 310 1200 1 20, 37 1200 1200 38 38 1 1190 SPACE MICRO RM 309 1200 1 20 39 39 1200 40 1 40 1 SPACE MICRO RM 308 1200 1 20 41 41 1200 42 1 42 1 SPACE IMIL 1141b4 lile:W 1100 /c I IUIHL Vn vu,/c0 PROJECT NO, 04042 TOTAL AMPS 1 113 PER NEC 220 -311, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 32,22BVA WITH AN AMPERAGE OF 90A. PANELBOARD IDENTIFICATION 4LP4 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 10000 SYM AIC SHORT CIRCUIT RATING 125 AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD. VA NO, POLES TRIP AMPS POLE ND. PHASE LOAD VA 11POLE NO, TRIP AMPS NO, POLES LOAD VA LOAD DESCRIPTION A I B I C KING GUEST RM 410 540 1 20 1 2048 1 2 2 20 2 1508 HVAC -RM 410 KING GUEST RM 410 104 1 20 3 1624 1612 4 4 20 -- 1508 -- KING SUITE GUEST RM 409 756 1 20 5 2048 2264 6 20 2 1506 HVAC-RM RM 409 KING SUITE BATH RM 409 104 1 20 7 1612 8 8 20 -- 1508 -- QUEEN QUEEN GUEST RM 408 540 1 20 9 2048 2048 10 10 20 2 1508 HVAC -RM 408 QUEEN QUEEN BATH RM 408 104 1 20 11 11612 1 1612 12 20 -- 1508 -- QU/QU SUITE GUEST RM 407 756 1 20 13 2264 1 14 14 20 2 1508 HVAC -RM 407 QU /QU SUITE BATH RM 407 104 1 20 15 1612 1 1612 1 16 20 -- 150B -- KING WHIRLPOOL A GUEST RM 06920 1 20 17 2048 12328 18 20 1 2 1506 HVAC -RM 406 KING WHIRLPOOL A BATH RM 4 116 1 20 19 1624 1 20 20 20 -- 1508 -- KING SUITE ACC. GUEST RM 40Z 1160 1 20 21 2700 2668 22 22 20 2 1508 HVAC -RM 405 KING SUITE ACC, BATH RM 405 150 1 20 23 2700 1658 24 20 -- 1508 -- HAIR DRYER RM 410 1500 1 20 25 2700 i 26 26 20 1 1200 MICRO RM 407 HAIR DRYER RM 409 1500 1 20 27 1 2700 28 1 28 20 1 1200 MICRO RM 406 HAIR DRYER RM 408 1500 1 20 29 1500 1500 2700 30 20 1 1200 MICRO RM 405 ' HAIR DRYER RM 407 1500 1 20 31 2676 1500 32 32 20 1 1176 WHIRLPOOL RM 406 HAIR DRYER RM 406 1500 1 20 33 1200 r15000 34 34 .20 1 SPARE SPARE HAIR DRYER RM 405 1500 1 20 35 1200 1200 1500 36 20 1 SPARE SPARE MICRD RM 410 1200 1 20 37 1200 38 38 1 1190 SPACE SPACE MICRO RM 409 1200 1 20 39 1200 1 1 40 1 SPACE ISPACE MICRO RM 408 1200 1 1 20 41 1176 1200 1 42 1 SPACE ISPACE IUTAL 1141C4 11JJ4U flacur 1 'U 1. L VH Hu, /Go PROJECT NO, 04042 TOTAL AMPS 113 PER NEC 220 -3B, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 32,228VA WITH AN AMPERAGE OF 90A. PANELBOARD IDENTIFICATION 3LP5 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 10000 SYM AIC SHORT CIRCUIT RATING 125 AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE 'NO, PHASE LOAD VA POLE NO, TRIP AMPS NO, POLES LOAD VA LOAD DESCRIPTION A B C KING WHIRLPOOL B GUEST RM 4780 1 20 1 2288 1 2 20 2 1508 HVAC -RM 304 KING WHIRLPOOL B BATH RM 3 116 1 20 3 1624 1 4 20 -- 1508 -- QU/QU GUEST RM 303 540 1 20' 5 2048 6 20 2 1508 HVAC -RM 303 QU /QU BATH RM 303 104 1 20 7 P1612 8 20 -- 1508 -- QUEEN QUEEN GUEST RM 302 540 1 20 9 2048 10 20 2 1508 HVAC -RM 302 QU /QU BATH RM 302 104 1 20 11 11612 1612 12 20 -- 1508 -- QUEEN QUEEN GUEST RM 301 540 1 20 13 2048 1 14 20 2 1508 HVAC-RM 301 QU /QU BATH RM 301 104 1 20 15 1 1612 1 1 16 20 -- 1508 -- QUEEN QUEEN GUEST RM 300 540 1 20 17 1 2048 18 20 2 1508 HVAC -RM 300 QU /QU BATH RM 300 104 1 20 19 1612 1 20 20 -- '1508 -- HAIR DRYER RM 304 1500 1 20 21 2700 1 22 20 1 1200 VENDING HAIR DRYER RM 303 1500 1 20 23 2700 24 20 1 1200 VENDING HAIR DRYER RM 302 1500 1 20 25 2316 1 26 20 2 816 ICEMACHINE HAIR DRYER RM 301 1500 1 20 27 1500 2316 2700 28 20 -- 816 -- HAIR DRYER RM 300 1500 1 20 29 1500 1500 30 20 1 2500 SPARE MICRO RM 304 1200 1 1 20 31 1200 1500 32 20 1 2500 SPARE MICRO RM 303 1200 1 20 1 33 1 1200 34 20 1 1176 SPARE MICRO RM 302 1200 1 20 35 0 1200 1200 36 20 1 1182 SPARE MICRO RM 301 1200 1 20 37 1200 38 20 1 1190 SPACE MICRO RM 300 1 1200 1 20 39 1200 1 40 20 1 1 SPACE WHIRLPOOL RM 304 1176 1 20 41 1176 42 20 1 SPACE MIAL 11CC /4 11C/VU 11CCa4 I IUInL V11 J/,cbu PROJECT NO, 04042 TOTAL AMPS 104 PER NEC 220 -311, 220 -11, 220 -13, 220 -20, & 440 -31 THE, CALCULATED LOAD IS 30,531VA WITH AN AMPERAGE OF 85A. PANELBOARD IDENTIFICATION 4LP5 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 10000 SYM AIC SHORT CIRCUIT RATING 125 AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO, POLES TRIP AMPS POLE N0, PHASE LOAD VA POLE I NO. TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION A B C KING WHIRLPOOL B GUEST RM 104 540 1 20 ! 1 2288 1 2 20 2 1508 HVAC -RM 404 KING WHIRLPOOL B BATH RM 414 116 1 20 3 1624 1 4 20 -- 1508 -- QU/QU GUEST RM 403 540 1 20 5 2048 6 20 2 1508 HVAC -RM 403 QU /QU BATH RM 403 104 1 1 1 20 ! 7 1612 8 20 -- 1508 -- QUEEN QUEEN GUEST RM 402 540 1 20 !: 9 2048 10 20 2 1508 HVAC-RM 402 QU /QU BATH RM 402 104 1 20 11 1612 12 20 ' -- 150B -- QUEEN QUEEN GUEST RM 401 540 1 20 13 20..48 14 20 2 1508 HVAC -RM 401 QU /QU BATH RM 401 104 1 20 15 1 1612 1 16 20 -- 1508 -- QUEEN QUEEN GUEST RM 400 540 1 20 1 17 1 2048 18 20 2 1508 HVAC -RM 400 QU /QU BATH RM 400 104 1 1 20 ! 1 19 1612 1 20 20 -- 1508 -- HAIR DRYER RM 404 1500 1 20 21 2700 1 22 20 1 1200 VENDING HAIR DRYER RM 403 1500 1 20 ! 23 2700 1 24 20 1 1200 IVENDING HAIR DRYER RM 402 1500 1 20 ! 25 2316 1 26 1 20 2 816 ICE MACHINE HAIR DRYER RM 401 1500 1 20 27 1500 2316 2700 2B 20 -- 816 -- HAIR DRYER RM 400 1500 1 20 29 1500 4000 30 20 2 2500 GUEST DRYER MICRO RM 404 1200 1 20 31 3700 1500 32 20 -- 2500 -- MICRO RM 403 1200 1 20 33 1 2376 34 20 1 1176 GUEST WASHER MICRO RM 402 1200 1 K20 35 0 1200 120D 36 20 1 1182 SPARE MICRO RM 401 1200 1 20 37 1200 38 20 1 1190 SPARE MICRO RM 400 1200 1 20 39 1200 40 20 1 1 SPARE WHIRLPOOL RM 404 1176 1 i 20 41 1176 42 20 1 SPARE IUTAL'. 114//6 11Ja /b µ4 /a4 Iu1nL vn yJ,yJb PROJECT NO, 04042 TOTAL AMPS 121 PER NEC 220 -3B, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 35,082VA WITH AN AMPERAGE OF 97A, PANELBOARD IDENTIFICATION 4LP1 FLUSH MOUNT X SURFACE MOUNT P07d06 '7= 3 PHASE 4 "7IRr 10000 SYM AIC SHORT CIRCUIT RATING C AMP BOSS -- 125 - AMI"MIN LUGS OR - AMP TRIP MAIN CIRCUIT BREAKER DESCRIPTION VA POLES AMPS NO, PHASE LOAD VA NO. AMPS POLES VA DESCRIPTION 1A b I L KING GUEST RM 528 540 1 20 1 2048 1 2 20 2 1508 HVAC -RM 428 KING BATH RM 428 104 1 20 3 1612 1 4 20 -- 1508 -- KING GUEST RM 427 540 1 20 5 2048 6 20 2 1508 HVAC -RM 427 KING BATH RM 427 104 1 20 7 1612 8 20 -- 1508 -- KING GUEST RM 426 540 1 20 9 2048 10 20 2 1508 HVAC -RM 426 KING BATH RM 426 104 1 20 it 1612 12 20 -- 1508 -- KING GUEST RM 425 540 1 20 13 2048 14 20 2 1508 HVAC -RM 425 KING BATH RM 425 104 1 20 IS 1 1612 1 16 20 -- 1508 - QU /QU GUEST RM 424 .540 1 20 17 1 2048 18 20 2 1508 HVAC -RM 424 QU /QU BATH RM 424 104 1 20 19 1612 1 20 20 -- 1508 -- KING SUITE GUEST RM 423 756 1 20 21 2264 1 22 20 2 1508 HVAC -RM 423 KING SUITE BATH RM 423 104 1 20 23 1612 24 20 -- 1508 -- HAIR DRYER RM 428 1500 1 20 25 2700 1 26 20 1 1200 MICRO RM 425 AIR DRYER RM 427 1500 1 20 27 1500 2700 2700 28 20 1 1200 MICRO RM 424 HAIR DRYER RM 426 1500 . 1 20 29 1500 2700 30 20 1 1200 MICRO RM 423 HAIR DRYER RM 425 1500 1 20 31 2220 1500 32 20 1 720 RECEPTACLES HAIR DRYER RM 424 1500 1 20 33 1 1 2220 34 20 1 1 720 RECEPTACLES HAIR DRYER RM 423 1500 1 2- 35 1200 2682 36 20 1 1 1182 CORRIDOR LIGHTING MICRO RM 428 1200 1 20 37 2390 38 20 1 1190 CORRIDOR LIGHTING MICRO RM 427 1200 1 20 39 1200 40 20 1 SPARE MICRO RM 426 1200 j 1 i 20 41 1200 42 20 1 SPARE TOTAL 114630 (13656 1139U2 IfUTAL VA 92,1aa PROJECT NO, 04042 ITOTAL AMPS 11T PER NEC 220 -3B, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 35,314VA WITH AN AMPERAGE OF 98A, PANELBOARD IDENTIFICATION 5LP1 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 1000 SYM'AIC SHORT CIRCUIT RATING 125 AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO, POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE I NO, TRIP AMPS NO, POLES LOAD VA LOAD DESCRIPTION A B C KING GUEST RM 528 540 1 20 1 2048 1 2 1 20 1 2 1508 HVAC -RM 528 KING BATH RM 528 104 1 20 3 1612 1 4 1 20 1 -- 1508 -- KING GUESS RM 527 540 1 20 5 2048 6 20 2 1508 V HVAC-RM 527 KING BATH RM 527 104 1 20 7 1612 8 20 -- 1508 -- KING GUEST RM 526 540 1 20 9 2048 10 20 2 1508 HVAC -RM 526 KING BATH RM 526 104 1 20 11 1612 12 20 -- 1508 -- KING GUEST RM 525 540 1 20 13 2048 14 20 2 1508 HVAC -RM 525 KING BATH RM 525 104 1 20 15 1 1612 1 16 20 -- 1508 -- QU/QU GUEST RM 524 540 1 20 17 1 1 2048 18 20 2 1508 HVAC -RM 524 QU /QU BATH RM 524 104 1 20 19 1612 1 20 20 -- 1508 -- KING SUITE GUEST RM 523 756 1 20 21 2264 1 22 20 2 1508 HVAC -RM 523 KING SUITE BATH RM 523 104 1 20 23 1612 24 20 1 -- 1508 -- HAIR DRYER RM 528 1500 1 20 25 2700 1 26 1 20 1 1200 I MICRD RM 525 HAIR DRYER RM 527 1500 1. 20 27 1500 2700 2700 28 20 1 1200 MICRO RM 524 HAIR DRYER RM 526 1500 1 20 29 1500 2700 30 20 1 1200 MICRO RM 523 HAIR DRYER RM 525 1500 1 1 20 31 2220 1500 32 20 1 720 RECEPTACLES HAIR DRYER RM 524 1500 1 20 33 1200 2220 34 20 1 720 RECEPTACLES HAIR DRYER RM 523 1500 1 20 35 1200 2682 36 20 1 1182 CORRIDOR LIGHTING MICRO RM 528 1200 1 20 37 2390 38 20 1 1190 CORRIDOR LIGHTING MICRO RM 527 1200 1 20 39 1200 40 20 1 SPARE MICRO RM 526 1200 1 20 4I 1200 42 20 1 SPARE TOTAL 114630 113656 113902 I TUTAL VA 1 42188 PROJECT NO. 04042 ITOTAL AMPS 1 117 PER NEC 220 -311, 220 -IL 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 35,314VA WITH AN AMPERAGE OF 98A. F 11 il m ARCH I T E C T U RE 302 N. MARKET STREET STUDIO 300 DALLAS,TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL: .��•aa. CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701- 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 Q� LOAD DESCRIPTION o NO. POLES � a o Cl) POLE NO, TRIP AMPS � C16 W O J B C 2 540 1 20 1 U ISSUED FOR: SCHEMATIC DESIGN DESIGN DEVELOPMENT PANELBOARD IDENTIFICATION 5LP2 FLUSH MOUNT X SURFACE MOUNT 120/208 _VOLT 3 PHASE 4 WIRE IOOOD SYM AIC SHORT CIRCUIT RATING 125 AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE NO, TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION A B C QU /QU GUEST RM 522 540 1 20 1 2048 1 2 20 2 1508 HVAC -RM 522 QU /QU BATH RM 522 104 1 20 3 1612 1 4 20 -- 1508 - KING SUITE GUEST RM 521 756 1 20 5 2264 6 20 2 1508 HVAC -RM 521 KING SUITE BATH RM 521 104 1 1 20 1 7 1 1612 8 20 -- 1508 -- QU /QU GUEST RM 520 540 1 1 20 9 1 2048 10 20 2 1508 HVAC-RM 520 QU /QU BATH RM 520 104 1 1 20 11 1 1612 12 20 -- 1508 -- QU/QU SUITE GUEST RM 519 756 1 1 20 13 12264 14 20 2 1508 HVAC -RM 519 QU /QU SUITE BATH RM 519 104 1 1 20 15 1 1612 1 16 20 -- 1508 -- QU/QU GUEST RM 518 540 1 1 20 17 1 2048 18 20 2 1508 HVAC -RM 518 QU /QU BATH RM 518 104 1 20 19 1612 20 20 -- 1508 -- QU/QU SUITE GUEST RM 517 756 1 20 21 2264 1 22 20 2 1508 HVAC -RM 517 QU /QU SUITE BATH RM 517 104 1 20 23 1612 24 20 -- 1508 -- HAIR DRYER RM 522 1500 1 20 25 2700 1 26 20 1 1200 MICRO RM 519 HAIR DRYER RM 521 HAIR DRYER RM 520 HAIR DRYER RM 519 1500 1500 1500 1 1 1 20 20 20 27 29 31 1500 2700 2700 28 30 32 20 20 20 1 1 1 1200 1200 MICRO RM 518 MICRO RM 517 SPARE HAIR DRYER RM 518 1500 1 20 33 1500 1 2700 34 20. 1 1 1200 SPARE HAIR DRYER RM 517 1500 1 20 35 1500 1500 36 20 1 1176 SPARE MICRO RM 522 1200 1 20 37 1200 1500 38 20 1 1810 SPACE MICRO RM 521 MICRO RM 520 1200 1200 1 1 20 20 39 41 1200 1200 40 42 20 1 1392 SPACE SPACE TOTAL 11293 112936 lleVJb t IUIHL VH s0,bbb PROJECT NO. 04042 ITOTAL AMPS I 108 PER NEC 220-311, 220 -I1, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 35,745VA WITH AN AMPERAGE OF 94A. PANELBOARD IDENTIFICATION 5LP3 FLUSH MOUNT X SURFACE MOUNT 120/20B VOLT 3 PHASE 4 WIRE 10000 SYM AIC SHORT CIRCUIT RATING 125 AMP SUSS 125 AMP MAIN LUGS DR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO, POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE N0. TRIP AMPS NO, POLES LOAD VA LOAD DESCRIPTION A B C QU /QU GUEST RM 516 540 1 20 1 2048 1 2 20 2 1508 HVAC -RM 516 QU /QU BATH RM 516 104 1 20 3 1612 1 4 20 -- 1508 -- QU/QU SUITE GUEST RM 515 756 1 20 5 2264 6 20 2 1506 HVAC -RM 515 QU /QU SUITE BATH RM 515 104 1 20 7 1612 8 20 -- 1508 -- QU /QU GUEST RM 514 540 1 20 9 2048 10 20 2 1508 HVAC -RM 514 QU /QU BAT RM 514 104 1 20 it 1612 12 20 -- 1508 -- QU /QU SUITE GUEST RM 513 756 1 20 13 2264 14 20 2 1508 HVAC -RM 513 QU /QU SUITE BATH RM 513 104 1 20 15 1612 16 20 -- 1508 -- QU/QU ACC. (TUB) GUEST RM 51 584 1 20 17 2092 18 20 2 1508 HVAC-RM 512 QU /QU ACC, (TUB) BATH RM 512 160 1 20 19 1668 20 20 -- 1506 -- KING SUITE TYPE 'B' GUEST RM 5870 1 20 21 2378 1 22 20 2 1508 HVAC -RM 511 KING SUITE TYPE 'B' BATH RM 51190 1 20 23 1 1598 24 20 -- 1508 -- HAIR DRYER RM 516 1500 1 20 25 2700 1 26 20 1 1200 IMICRO RM 513 HAIR DRYER RM 515 1503 1 20 27 1 2700 1 28 20 1 1200 IMICRO RM 512 HAIR DRYER RM 514 1509 1 20 29 1 2700 30 20 1 1200 MICRO RM 511 HAIR DRYER RM 513 1509 1 20 31 1500 32 20 1 1176 ISPARE HAIR DRYER RM 512 1500 1 20 33 1500 34 20 1 1810 SPARE HAIR DRYER RM 511 150D 1 20 35 1500 36 20 1 1392 SPARE MICRO RM 516 1200 1 20 1 37 1200 38 20 1 SPACE MICRO RM 515 1200 1 1 20 39 1200 40 20 1 SPACE MICRO RM 514 1200 1 1 20 41 1200 42 20 1 SPACE IUTAL 11C77C 11JUDU tlC7b0 t IUInL vn 1 J7,uu0 PROJECT NO, 04042 TOTAL AMPS 106 PER NEC 220 -311, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 34,917VA WITH AN'AMPERAGE OF 97A, PANELBOARD IDENTIFICATION SLP4 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 10000 SYM AIC SHORT CIRCUIT RATING 125 AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE NO, PHASE LOAD VA POLE ND. TRIP AMPS NO, POLES LOAD VA LOAD DESCRIPTION A H C d KING GUEST RM 510 540 1 20 1 2048 1 1 2 20 2 1508 HVAC -RM 510 KING GUEST RM 510 104 1 20 3 1612 1 4 20 -- 1508 -- KING SUITE GUEST RM 509 756 1 20 5 2264 6 20 2 1508 HVAC-RM 509 KING SUITE BATH RM 509 104 1 20 7 1612 8 20 -- 1508 -- QUEEN QUEEN GUEST RM 506 540 1 20 9 2048 10 20 2 1506 HVAC -RM 508 QUEEN QUEEN BATH RM 508 104 1 20 11 1612 12 20 -- 1508 -- QU /QU SUITE GUEST RM 507 756 1 20 13 2264 14 20 2 1508 HVAC -RM 507 QU /QU SUITE BATH RM 507 104 1 20 1 15 1612 1 1 16 20 -- 1508 -- KING WHIRLPOOL A GUEST RM 36820 1 20 17 2328 18 20 2 1508 HVAC -RM 506 KING WHIRLPOOL A BATH RM 5 116 1 20 19 1624 20 20 -- 1508 - KING SUITE BRIDAL GUEST RM 05160 1 20 21 2668 22 20 2 1508 HVAC -RM 505 KING SUITE BRIDAL BATH RM 5 5 110 1 20 23 1618 24 20 -- 1508 -- HAIR DRYER RM 510 1500 1 20 25 2700 26 20 1 1200 MICRD RM 507 HAIR DRYER RM 509 1500 1 20 27 1 2700 28 20 1 1200 MICRO RM 506 HAIR DRYER RM 508 1500 1 1 20 29 1 2700 30 20 1 1200 MICRO RM 505 HAIR DRYER RM 507 1500 1 20 31 2676 32 20 1 1176 WHIRLPOOL RM 506 HAIR DRYER RM 506 1500 1 20 33 3310 34 1 20 1 1810 ROOF RECEPTACLES HAIR DRYER RM 505 1500 1 20 35 1500 36 1 20 1 1392 SPARE MICRO RM 510 1200 1 20 37 1200 38 20 1 SPARE MICRD RM 509 1200 1 20 39 1200 40 20 1 SPARE MICRO RM 508 1200 1 1 20 41 1200 42 20 1 SPARE IUTAL 114124 11D1Du 110acc t IIUIHL VH 4!,970 PROJECT NO. 04042 TOTAL AMPS 118 PER NEC 220 -311, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 32,208VA WITH AN AMPERAGE OF 90A, PANELBOARD IDENTIFICATION 5LP5 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 10000 SYM AIC SHORT CIRCUIT RATING 125 ! AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS' - NO. PHASE LOAD VA POLE NO. TRIP AMPS NO. PGLES LOAD VA LOAD DESCRIPTION A B C KING WHIRLPOOL B GUEST RM 4 780 1 20 !- 1 2288 2 20 2 1508 HVAC -RM 504 KING WHIRLPOOL B BATH RM 514 116 1 20 ! 3 1624 4 20 -- 1508 -- QU/QU GUEST RM 503 540 1 20 ! 5 2048 6 20 2 1508 HVAC -RM 503 QU /QU BATH RM 503 104 1 20 7 1612 8 20 -- 1508 -- QUEEN QUEEN GUEST RM 502 540 1 20 ! 9 2048 10 20 2 1506 HVAC -RM 502 QU /QU BATH RM 502 104 1 20 ! It 1612 12 20 -- 150B -- QUEEN QUEEN GUEST RM 501 540 1 20 13 2048 14 20 1 2 1508 HVAC-RM 501 QU /QU BATH RM 501 104 1 20 ! 15 1612 16 20 -- 1508 -- QUEEN QUEEN GUEST RM 500 540 w 1 20 ! 17 2048 1B 20 2 1508 HVAC -RM 500 QU /QU BATH RM 500 104 1 20 19 1612 20 20 -- 1508 -- HAIR DRYER RM 504 1500 1 20 21 2700 22 20 1 1200 VENDING HAIR DRYER RM 503 1500 1 20 23 2700 24 20 1 1200 VENDING HAIR DRYER RM 502 1500 1 20 25 12316 26 20 2 816 ICEMACHINE HAIR DRYER RM 501 1500 1 20 27 1 2316 28 20 -- 816 -- HAIR DRYER RM 500 1500 1 20 29 3612 30 20 1 2112 EF-6 (4 THUS) MICRO RM 504 1200 1 1 20 31 3312 32 20 1 2112 EF -6 (4 THUS) MICRO RM 503 1200 1 20 !. 33 2784 34 20 1 1584 EF -6 (3 THUS) MICRO RM 502 1200 1 20 35 2592 36 20 1 1392 EF -9 (2 THUS) MICRO RM 501 1200 1 201 37 1200 36 20 1 SPARE MICRO RM 500 1200 1 201 39 1200 40 20 1 SPARE WHIRLPOOL RM 504 1176 1 201 41 1176 42 20 1 SPARE IUTAL 114Jaa 114Ca4 110 /aa ' IUIHL VH 44,4bU PROJECT NO, 04042 ITOTAL AMPS 1 124 PER NEC 220 -3B, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 29,906VA WITH AN AMPERAGE OF 80A, PERMIT CONSTRUCTION DOCUMENTS REVISIONS: PROJECT NO: 04042 DATE 10 -14 -04 SHEET NO: E -14 * * * * * * * * * * ** * ** * ** ** * ** MOTOR LOADS DESCRIPTION HP VOLTAGE CONTROLLER DISCONNECT O.L. COMMENTS EXHAUST FAN (EF -1) 80W 120/1/60 BY MECH. TOGGLE SW. INTEGRAL VERIFY LOCATION WITH MECH. EXHAUST FAN (EF -2) 120W 120/1/60 BY MECH. TOGGLE SW. INTEGRAL VERIFY LOCATION WITH MECH. EXHAUST FAN (EF -3) 350W 120/1/60 BY MECH. TOGGLE SW. INTEGRAL VERIFY LOCATION WITH MECH. EXHAUST FAN (EF -4) 85W 120/1/60 BY MECH. TOGGLE SW. INTEGRAL VERIFY LOCATION WITH MECH. EXHAUST FAN (EF -5) 420W 120/1/60 BY MECH. TOGGLE SW. INTEGRAL CONTINUOUS EXHAUST FAN (EF -6) 1/6 HP 120/1/60 BY MECH. TOGGLE SW. INTEGRAL VERIFY LOCATION WITH MECH. EXHAUST FAN (EF -7) 50W 120/1/60 BY MECH. TOGGLE SW. INTEGRAL VERIFY LOCATION WITH MECH. EXHAUST FAN (EF -8) 80W 120/1/60 BY MECH. TOGGLE SW. INTEGRAL VERIFY LOCATION WITH MECH. EXHAUST FAN (EF -9) 1/4 HP 120/1/60 BY MECH. TOGGLE SW. INTEGRAL VERIFY LOCATION WITH MECH. EXHAUST FAN (EF -10) 38W 120/1/60 BY MECH. TOGGLE SW. INTEGRAL VERIFY LOCATION WITH MECH, MAU -1 134A 208/3/60 BY MECH. 200AFS /175AF 3 4000 MAU -2 152A 208/3/60 BY MECH. 200AFS /2005AF 11 CU -13 MAU -3 152A 208/3/60 BY MECH. 200AFS /2005AF 4000 KITCHE EQUIPMENT E -27 RTU -1 48.6A 208/3/60 BY MECH. 60AFS /60AF 5248 ELECTRIC WALL HEATER EWH -1 RTU -2 43.3A 208/3/60 BY MECH. 60AFS /50AF SPARE KIT CHEN EQUI T E- RTU -3 20A 208/3/60 BY MECH. 30AFS /30AF 1788 1 KP2 -27 POOL CIRC. PUMP 1 1/2 208/1/60 PANEL C.B. PANEL C.B. INTEGRAL COORDINATE WITH POOL SUPPLIER SPA CIRC. PUMP 3/4 120/1/60 PANEL C.B. PANEL C.B. INTEGRAL COORDINATE WITH POOL SUPPLIER SPA JET PUMP 2 HP 208/1/60 PANEL C.B. PANEL C.B. INTEGRAL INTERLOCK W/ 15 MIN. TIMER HOT WATER CIRC. PUMP (P -1) 1/6 115/1/60 PANEL C.B. TOGGLE SW. INTEGRAL 20 WASHING MACHINE 2 1/2 208/3/60 PANEL C.B. 4 -P -SW RECEP. W /CONTROLLER 30A RECEPTACLE OR DISCONNECT GAS DRYER 3/4 208/3/60 PANEL C.B. 15 -20R W /CONTROLLER 1 ELEVATOR 40 HP 208/3/60 PANEL C.B. -- W /CONTROLLER DEDICATED 120V,20A GFI FOR CAB LIGHTS SUMP PUMP 1/3 115/1/60 PANEL C.B. TOGGLE SW. INTEGRAL 828 BOOSTER PUMP 5 HP 208/3/60 BY MECHANICAL 30A FS W/CONTROLLERI VERIFY NAME PLATES PRIOR TO ROUG DRY -40 1 1/2 208/3/60 BY MECHANICAL 60AFS /50AF - VERIFY NAME PLATES PRIOR TO ROUG MECHANICAL CONTRACTOR TO FURNISH AND INSTALL ALL CONTROLS TO MECHANICAL FURNISHED EQUIPMENT. ELECTRICAL CONTRACTOR TO PROVIDE POWER TO MECHANICAL FURNISHED EQUIPMENT. DUAL ELEMENT TIME DELAY VERIFY WITH POOL SUPPLIER. KITCHEN PANEL PANELBOARD IDENTIFICATION 1KP1 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 22000 SYM AIC SHORT CIRCUIT RATING 125 AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA NO. POLES TRIP AMPS POLE N0. PHASE LOAD VA POLE NO. TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION AT B C t. -I 1248 1 20 1 2496 60A 208/3/60 2 30 2 2496 KITCHE EQUIPMENT E -17 SPARE 1248 1 20 3 50A 2496 60AF /40AFS 4 30 -- 2496 __ SPARE 552 1 20 5 208/3/60 60AF /60AFS 1352 6 20 2 1352 KITCHE EQUIPMENT E -39 KITCHEN EQUIPMENT - 552 2 20 7 1105 VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -9 8 20 -- 1352 __ -- 1248 -- 20 9 VERIFY NAME PLATES PRIOR TO ROUGH -IN 5248 37 10 35 3 4000 KITCHE EQUIPMENT E -16 KI C N EQUIPMENT -3 4 2 20 11 CU -13 22 5248 12 35 -- 4000 KITCHE EQUIPMENT E -27 -- 1248 -- 20 13 5248 ELECTRIC WALL HEATER EWH -1 1.5 KW 14 35 -- 4000 SPARE KIT CHEN EQUI T E- 1440 2 20 15 60AF /50AFS 1788 1 KP2 -27 16 20 2 540 KITCHEN EQUIPMENT E -12 -- 1248 -- 20 17 1KP2 -29 E39 1748 18 20 1 500 KITCHEN EQUIPMENT E -15 KITCHEN U M N - 4 2 20 19 2016 120V -60 -1 PH. S.C.O. ELEVATED .12" A.F.F. IN WALL FOR GLASSWASHER 15.0 AMP CIRCUIT 1 KP2 -24 20 20 1 828 KITCHE EQUIPMENT E -18 _ 1248 -- 20 21 1644 22 20 1 396 KITCHE EQUIPMENT E -19 KITCHEN EQUIPMENT E -2 1800 1 20 1 23 2628 24 20 1 828 KITCHE EQUIPMENT E -20 KITCHEN EQUIPMENT E -3 1200 1 20 25 1320 26 20 1 120 KITCHE EQUIPMENT E -21 KITCHEN EQUIPMENT E -5 832 1 20 27 2332 28 20 1 1500 KITCHEN EQUIPMENT E -22 KITCHEN EQUIPMENT E -9 500 1 20 29 2101 30 20 1 1601 KITCHEN EQUIPMENT E -23 KITCHEN EQUIPMENT E -10 468 1 20 31 1404 32 20 1 936 KITCHE EQUIPMENT E -24 KITCHEN EQUIPMENT E -11 1128 1 20 33 1488 34 20 1 360 KITCHE EQUIPMENT E -14 SPACE 6348 - 60 35 0 36 20 1 1040 SPARE SPACE 553 3 20 37 0 38 20 1 SPARE SPACE 553 -- 20 39 0 40 20 1 SPARE SPACE 553 1 -- 2 41 0 42 20 1 SPARE TOTAL 15144) 14 99bI 16U J IUIAL VA I 43,21 PROJECT N0. 04042 TOTAL AMPS 1 120 PER NEC 220 -3B, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 28,091VA WITH AN AMPERAGE OF 78A. VERIFY PREP. KITCHEN AND BREAKFAST BUFFET EQUIPMENT LOADS AND POWER REQUIREMENTS PRIOR TO ROUGH -IN. KITCHEN PANEL PANELBOARD IDENTIFICATION 1 KP2 FLUSH MOUNT X SURFACE MOUNT 120/208 VOLT 3 PHASE 4 WIRE 22000 SYM AIC SHORT CIRCUIT RATING 125 AMP BUSS 125 AMP MAIN LUGS OR AMP TRIP MAIN CIRCUIT BREAKER LOAD DESCRIPTION LOAD VA N0. POLES TRIP AMPS POLE NO. PHASE LOAD VA POLE NO. TRIP AMPS NO. POLES LOAD VA LOAD DESCRIPTION A B C t. -I 1248 2 20 1 1976 60A 208/3/60 2 20 2 728 KITCHEN EQUIPMENT E -4 -- 1248 -- 20 3 50A 1976 60AF /40AFS 4 20 -- 728 -- KITCHEN EQUIPMENT E -6 552 3 20 5 208/3/60 60AF /60AFS 1105 6 20 3 553 KITCHE EQUIPMENT E -7 C -- 552 -- 20 7 1105 VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -9 8 20 -- 553 -- - 552 -- 20 9 VERIFY NAME PLATES PRIOR TO ROUGH -IN 1105 37 10 20 -- 553 -- KITCHEN EQUIPMENT E -25 720 2 20 11 CU -13 22 2880 12 20 1 2160 KITCHE EQUIPMENT E -27 SPARE 208/3/60 1 20 13 0 ELECTRIC WALL HEATER EWH -1 1.5 KW 14 20 1 30AFS /20AF SPARE KITCHEN EQUIPMENT E -28 1440 1 20 15 60AF /50AFS 1773 1 KP2 -27 16 20 2 333 KITCHE EQUIPMENT E -40 KITCHEN EQUIPMENT E -29 912 1 20 17 1KP2 -29 E39 1245 18 20 -- 333 -- KITCHEN EQUIPMENT E -31 1776 1 20 19 2016 120V -60 -1 PH. S.C.O. ELEVATED .12" A.F.F. IN WALL FOR GLASSWASHER 15.0 AMP CIRCUIT 1 KP2 -24 20 20 1 240 KITCHE EQUIPMENT E -41 KITCHEN EQUIPMENT E -32 600 1 20 21 780 22 20 1 180 KITCHEN EQUIPMENT E -42 KITCHEN EQUIPMENT E -33 720 1 20 23 900 24 20 1 180 KITCHE EQUIPMENT E -43 KITCHEN EQUIPMENT E -35 540 1 20 25 1596 26 20 1 1056 KITCHE EQUIPMENT E -44 KITCHEN EQUIPMENT E -36 600 1 20 27 780 28 20 1 180 KITCHE EQUIPMENT E -45 KITCHEN EQUIPMENT E -38 180 1 20 29 180. 30 20 1 SPARE KITCHEN EQUIPMENT E -13 6348 3 60 31 6348 32 20 1 SPARE _ 6348 - 60 33 7388 34 20 2 1040 KITCHE EQUIPMENT E -7 H 6348 - 60 35 7388 36 20 -- 1040 KEF -1 553 3 20 37 553 38 20 1 SPARE 553 -- 20 39 553 40 20 1 SPARE j 553 1 -- 2 41 553 42 20 1 SPARE zo ATER LEGEND AF AMP FUSE OR AMP FRAME AT AMP TRIP FS FUSIBLE SWITCH NFS NON FUSED SWITCH CB CIRCUIT BREAKER TOTAL j 1 6b94I 14 bt)I 14Z!)1 JIUIAL VA I 4Z,ZU Etl ' I TOTAL AMPS 117 "' 1 PROJECT NO. 04042 <E6� E7' PER NEC 220 -3B, 220 -11, 220 -13, 220 -20, & 440 -31 THE CALCULATED LOAD IS 28,488VA WITH AN AMPERAGE � T ` OF 79A. VERIFY PREP. KITCHEN AND BREAKFAST BUFFET EQUIPMENT LOADS AND POWER REQUIREMENTS PRIOR TO ROUGH -IN. - - - -IN -IN • I kk I r :: ;,. -.: , it MAX. FUSE OR ACR C I„ DISCONNECT COMMENTS E8. I .... ;► ► i� VIII 208/1/60 6 -20R VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -1 38 (il',, !II 60AF /50AFS VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -2 • i ��il 1 2 14" 60A 208/3/60 III VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -3 37 60A AIR CONDITIONING & REFRIGERATION SCHEDULE UNIT MCA MAX. FUSE OR ACR C VOLTAGE DISCONNECT COMMENTS HVAC -1, 2 19 20A 208/1/60 6 -20R VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -1 38 60A 208/3/60 60AF /50AFS VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -2 37 60A 208/3/60 60AF /60AFS VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -3 37 60A 208/3/60 60AF /60AFS VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -4 30 50A 208/3/60 60AF /40AFS VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -5 38 60A 208/3/60 60AF /60AFS VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -6 37 60A 208/3/60 60AF /60AFS VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -7 52.6 60A 208/3/60 60AF /60AFS VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -8 15 25 208/3/60 30AF /30AFS VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -9 37 60A 208/3/60 60AF /60AFS VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -10 52.6 60A 208/3/60 60AF /60AFS VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -11 37 60A 208/3/60 60AF /50AFS VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -12 37 60A 208/3/60 60AF /50AFS VERIFY NAME PLATES PRIOR TO ROUGH -IN CU -13 22 35A 208/3/60 30AF /30AFS VERIFY NAME PLATES PRIOR TO ROUGH -IN 120V -60 -1 PH. S.C.O. ELEVATED 6 "6 A.F.F. IN WALL FOR 7.6 AMP UP -RIGHT FREEZER FCU -13 2.6 208/3/60 30A 26 * * * * * * * * * ELECTRICAL NOTES ALL ELECTRICAL OUTLETS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SPECIFIED AS FURNISHED BY THE KITCHEN EQUIPMENT SUPPLIER, FOR FURTHER BUILDING ELECTRICAL REQUIREMENTS (TELEPHONES, CLOCK,SIGNS, EXHAUST FAN SWITCHING, ETC.) SEE OTHER PLANS. ALL DIMENSIONS GIVEN ARE IN INCHES TO 1' -1" AND ARE FROM COLUMN CENTERLINES AND /OR FINISHED WALLS. ELEVATIONS GIVEN ARE FROM FINISHED FLOOR TO CENTERLINE OF OUTLET. ALL ROUGH -INS SHOWN ARE TO BE RUN INSIDE WALLS, (EXCEPT STUB -UPS). LOCATION INDICATES POINT OF EXIT FROM WALLS, CEILINGS OR FLOORS. ALL CONVENIENCE OUTLETS ARE TO SET HORI- ZONTALLY. ALL 120V OUTLETS NOT DESIGNATED WITH SPECIFIC LOADS TO BE RATED AT 20.0 AMPS. ELECTRICIAN TO CONNECT ALL ELECTRICAL EQUIPMENT AND FIXTURES AND DO ANY INTERNAL WIRING REQUIRED IN THE FIXTURES AS REQUIRED BY THE SPECIFICATIONS. ALL ELECTRICAL OUTLET COVER PLATES ARE TO BE STAIN- LESS STEEL AND ARE TO BE FURNISHED BY THE ELECTRICIAN, AS WELL AS THE RECEPTACLE, UNLESS OTHERWISE SPECIFIED IN THE ITEM SPECIFICATIONS. KITCHEN EQUIPMENT SUPPLIER TO FURNISH A GALVANIZED JUNCTION BOX IN THE FIXTURE CUTOUT TO RECIEVE THE RECEPTACLE, UNLESS OTHERWISE NOTED. ALL DISCONNECT SWITCHES REQUIRED ARE TO BE FURNISHED AND INSTALLED BY THE ELECTRICIAN AT TIME OF INSTALLATION. ALL WORK TO BE PERFORMED IN FULL ACCORDANCE WITH ALL APPLICABLE CODES RELATING TO HOOK -UP, INSTALLATION AND WIRING OF EQUIPMENT. SIONS OR ERRORS ON SCHEDULE DO NOT RELIEVE ELECTRICIAN FROM COMPLETE FINAL CONNECTION RESPONSIBILITY. * ELECTRIC HEATING SCHEDULE UNIT KW VOLTAGE P VER IAN CIRCUIT DISCONNECT COMMENTS FCU -1 7.45 208/3/60 35A 33 60AF /35AFS -- FCU -2 7.45 208/3/60 35A 33 60AF /35AFS -- FCU-3 7.45 208/3/60 35A 33 60AF /35AFS -- FCU-4 3.6 208/1/60 30A 26 30AFS /30AF -- FCU-5 7.2 208/3/60 50A 48 60AF /50AFS -- FCU -6 18.71 208/3/60 80A 73 10OAF /80AFS -- FCU-7 18.71 208/3/60 80A 73 100AF /80AFS -- FCU-8 3.6 208/1/60 30A 20 30AFS /30AF -- FCU-9 7.45 208/3/60 35A 33 60AF /35AFS -- FCU-10 18.71 208/3/60 80A 73 100AF /80AFS -- FCU -11 18.71 208/3/60 80A 73 100AF /80AFS E27 FCU -12 18.71 208/3/60 80A 73 100AF /80AFS 120V -60 -1 PH. S.C.O. ELEVATED 6 "6 A.F.F. IN WALL FOR 7.6 AMP UP -RIGHT FREEZER FCU -13 2.6 208/3/60 30A 26 30AFS /30AF 1 KP2 -19 ELECTRIC WALL HEATER EWH -1 1.5 KW 120/1 /60 20A 12,5A 30AFS /20AF BUILT -IN THERMOSTAT & DISC. POOL DUCT HEATER 15 KW 208/3/60 50A 41.6A 60AF /50AFS 120V -60 -1 PH. S.C.O. ELEVATED 4' -0' A.F.F. IN WALL FOR 5.0 AMP JUICE DISPENSER - 2 PLACES * ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRIC BASEBOARD & CABINET UNIT HEATERS. ELECTRICAL CONTRACTOR TO FURNISH & INSTALL ALL CONTROLS FOR ELECTRICAL FURNISHED EQUIPMENT. ** MECHANICAL CONTRACTOR TO FURNISH AND INSTALL ALL CONTROLS TO MECHANICAL FURNISHED EQUIPMENT. ELECTRICAL CONTRACTOR TO PROVIDE POWER TO MECHANICAL FURNISHED EQUIPMENT. ELECTRICAL ROUGH -IN NOTES FOR WALK -IN COOLER /FREEZER: A. ELECTRICIAN TO SET DISCONNECTS, ONE PER CONDENSING UNIT. CONDENSING UNIT. B. ELECTRICIAN TO PULL WIRES TO EVAPORATOR, 120V- 60 -1PH., 20.0 AMP TO PANEL. C. ELECTRICIAN TO RUN CONTROL WIRING BETWEEN CONDENSER & EVAPORATOR, 2 PR. @ 14 GA. D. LIGHT FIXTURES SUPPLIED BY WALK -IN MFG. & INSTALLED BY ELECTRICIAN. E. HEAT STRIP FOR DOOR WIRED TO SAME CIRCUIT AS WALK -IN LIGHTS, BY ELECTRICIAN. F. ELECTRICIAN TO FURNISH AND INSTALL SPIRAL WRAP HEATER TAPE AROUND DRAIN LINE INSIDE OF WALK -IN FREEZER Integra Service Group 1 A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL. . OFTE tip hP ............ .... i La ar $ E� Vol �F�SCEN �Nca�.� AL -�, -° CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER LIGHT WLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 MEP LIGHTOWLER JOHNSON ASSOCIATES 700 Main Avenue Fargo, ND 58103 701 - 293 -1350 > KITCHEN EQUIPMENT SCHEDULE z 0 4 4 D�SCRIPTION CIRCUIT E1 208V- 60 -1PH. J -BOX ELEVATED 5 -6 A.F.F. IN WALL, B.T.C. ON 12.0 AMP ICE MACHINE ELECTRICIAN TO VERIFY EXACT POWER AND LOAD WITH OWNERS UNIT 1KP2 -1 3 E2 120V - - PH. J - BOX D.F.A. .B.T.C. ON 15.0 AMP WALK -IN COOLER LIGHT CIRCUIT AND 2 DOOR HEATERS 1 KP1 -23 E3 120V -60 -1 PH. J -BOX D.F.A. B.T.C. ON 10.0 AMP WALK -IN FREEZER LIGHT CIRCUIT DOOR HEATER AND HEATED RELIEF VENT 1 KP1 -25 E4 208V -60 -1 PH. J -BOX D.F.A. B.T.C. ON 7.0 AMP WALK -IN FREEZER BLOWER COIL 1 KP2 - 4 E5 120V - 60 - 1 PH. J - BOX D.F.A. B.T.C. ON 4.0 AMP WALK - IN COOLER BLOWER COIL 1 KP1 - 27 E6 208V -60 -3PH. J -BOX LOCATED AT REFRIGERATION RACK B.T.C. ON 1.0 HP. WALK -IN COOLER COMPRESSOR 1 KP2 -5 7 9 E7 208V -60 -3PH. J -BOX LOCATED AT REFRIGERATION RACK, B.T.C. ON 1.0 HP. WALK -IN FREEZER COMPRESSOR AND 208V -60 -1 PH. 10.0 AMP DERROST HEATER 1KP2- 6,8,10 1 KP2 -12 14 E8 ELECTRICIAN TO INTERWIRE SERVICE FROM FROM FREEZER COMPRESSOR AND TIME CLOCK TO BLOWER COIL FOR AUTOMATIC DEFROST SYSTEM TO STOP COMPRESSOR BLOWER COIL AND START DEFROST HEATER IN COIL NONE E9 120V -60 -1 PH. D.C.O. ELEVATED 6' -6' A.F.F. IN WALL FOR SODA SYSTEM CARBONATOR S 20.0 AMP CIRCUIT 1 KP1 -29 E10 120V -60 -1 PH. S.C.O. ELEVATED 4' -0" A.F.F. IN WALL FOR 3.9 AMP SLICER 1 KP1 -31 E11 120V- 60 -1PH. S.C.O. ELEVATED 4 -0" A.F.F. IN WALL FOR 9.4 AMP 20 QUART MIXER 1KP1 -33 E12 120V -60 -1 PH. D.C.O. ELEVATED 4' -0" A.F.F. IN WALL FOR GENERAL USE 15.0 AMP CIRCUT - 3 PLACES 1 KP1 -16 E13 208V -60 -3PH. J -BOX ELEVATED 4' -0" A.F.F. IN WALL B.T.C. ON 53.0 AMP COMBI OVEN 1 KP1 -1,3,5 E14 120V -60 =1 PH. D.C.O. ELEVATED 4' -0' A.F.F. IN WALL FOR GENERAL USE 15.0 AMP CIRCUIT - 2 PLACES 1 KP1 -34 E15 120V-60-1 PH. J -BOX D.F.A., FOR CONTROL CIRCUIT FROM ELECTRICAL CONTRACTOR FURNISHED AND INSTALLED SHUNT -TRIP BREAKER(S) TO THE FIRE SUPPRESSION SYSTEM CONTROL /MICRO SWITCH. SHUNT TRIP BREAKER(S) TO BE LOCATED IN PANEL SERVING ALL EQUIPMENT UNDER EXHAUST HOOD. IN CASE OF FIRE, ALL POWER TO EQUIPMENT UNDER EXHAUST HOOD SHALL ALSO SHUT OFF IN CASE OF FIRE, ELECTRICAL CONTRACTOR TO RUN CONTROL CIRCUIT FROM THE FIRE SUPPRESSION SYSTEM TO ELECTRICAL SOLENOID GAS VALVE AND RESET DELAY. IF MECHANICAL GAS VALVE IS USED, NO ELECTRICAL CIRCUITS ARE REQUIRED. SYSTEM MUST BE WIRED SO THAT IN THE EVENT OF POWER FAILURE, THE FIRE SUPPRESSION SYSTEM WILL NOT BE ACTIVATED AND WHEN POWER IS RESTORED FIRE SYSTEM WILL NOT ACTIVATE. 1KP1 -18 E16 208V -60 -3PH. J -BOX ELEVATED 18" A.F.F. IN WALL B.T.C. ON 12.0 K.W. BOOSTER HEATER 1 KP1 -10,12,14 E17 208V -60 -1 PH. J -BOX ELEVATED 5'-0" A.F.F. IN WALL, B.T.C. ON WAREWASHER 30.0 AMP CIRCUIT ELECTRICIAN TO VERIFY EXACT POWER AND LOAD WITH OWNERS UNIT 1 KP1 -2 4 E18 120V- 60 -1PH. S.C.O. ELEVATED 6' -6" A.F.F. IN WALL FOR 6.9 AMP UP -RIGHT REFRIGERATOR 1KP1 -20 E19 120V -60 -1 PH. J -BOX D.F.A. B.T.C. ON 3.3 AMP EXHAUST HOOD LIGHT CIRCUIT 1 KP1 -22 E20 120V- 60 -1PH. S.C.O. ELEVATED 4' -0" A.F.F. IN WALL FOR 6.9 AMP HEATED DUMP STATION 1KP1 -24 E21 120V -60 -1 PH. D.C.O. ELEVATED 15 A.F.F. IN WALL FOR 1.0 AMP FRYER CONTROL CIRCUIT 1 KP1 -26 E22 4/0 J -BOX ELEVATED 4' -6" A.F.F. IN WALL, ROUTE 1/2" E.M.T. UP IN WALL TO 12" ABOVE CEILING LINE FOR THE FIRE PROTECTION REMOTE PULL STATION 1 KP 1 -28 E23 208V -60 -1 PH. J -BOX ELEVATED 15 A.F.F. IN WALL B.T.C. ON FIXTURE MOUNTED S.C.O. FOR 7.7 AMP TOASTER 1 KP1 -30 E24 120V -60 -1 PH. J -BOX ELEVATED 21" A.F.F. IN WALL B.T.C. ON FIXTURE MOUNTED S.C.O. FOR 7.8 AMP REFRIGERATED BASE 1 KP1 -32 E25 120V -60 -1 PH. J -BOX ELEVATED 27' A.F.F. IN WALL, B.T.C. ON FIXTURE MOUNTED S.C.O. FOR 6.0 AMP PRINTER ISOLATED GROUND- DEDICATED CIRCUIT 1 KP2 -11 E26 EMPTY J - BOX ELEVATED 27' A.F.F. IN WALL FOR PRINTER CABELING SEE ARCHITECTS PLANS FOR DETAILS NONE E27 208V- 60 -1PH. J -BOX ELEVATED 21" A.F.F. IN WALL B.T.C. ON 3 6.0 AMP EACH HOT FOOD WELLS 18.0 TOTAL AMPS 1KP2 -13 E28 208V- 60 -1PH. J -BOX ELEVATED 15' A.F.F. IN WALL B.T.C. ON 2 6.0 AMP EACH HEAT STRIPS 12.0 TOTAL AMPS 1KP2 -15 E29 120V -60 -1 PH. S.C.O. ELEVATED 6 "6 A.F.F. IN WALL FOR 7.6 AMP UP -RIGHT FREEZER 1 KP2 -17 E30 120/208V-60-1 PH. S.C.O. ELEVATED 4 -0" A.F.F. IN WALL, FOR COFFEE BREWER (20.0 AMP CIRCUIT) ELECTRICIAN TO VERIFY EXACT POWER AND LOAD WITH PURVEYOR SUPPLIED UNIT ? E31 120V -60 -1 PH. S.C.O. ELEVATED 4'-0" A.F.F. IN WALL FOR 14.8 AMP TEA BREWER 1 KP2 -19 E32 120V -60 -1 PH. D.C.O. ELEVATED 15" A.F.F. IN WALL FOR 5.0 AMP DRINK DISPENSER 1 KP2 -21 E33 120V- 60 -1PH. S.C.O. ELEVATED 15" A.F.F. IN WALL FOR 6.0 AMP UNDERCOUNTER REFRIGERATOR 1KP2 -23 E34 EMPTY J -BOX ELEVATED 4'-0" A.F.F. IN WALL FOR POS CABELING SEE ARCHITECTS PLANS FOR DETAILS - 3 PLACES NONE E35 120V- 60 -1PH. D.C.O. ELEVATED 4 -0 A.F.F. IN WALL, FOR POS UNIT 15.0 AMP CIRCUIT ISOLATED GROUND - DEDICATED CIRCUIT - 3 PLACES 1 KP2 -25 E36 120V -60 -1 PH. S.C.O. ELEVATED 4' -0' A.F.F. IN WALL FOR 5.0 AMP JUICE DISPENSER - 2 PLACES 1 KP2 -27 E37 208 24OV -60 -1 PH. J -BOX ELEVATED 15' A.F.F. IN WALL B.T.C. ON 12.0 AMP OMELETTE BURNER - 4 PLACES 1 KP1 -7 9 1KP1 -1113 1KP1 -15 17 1KP1 -19 21 E38 120V -60 -1 PH. D.C.O. ELEVATED 4' -0' A.F.F. IN WALL FOR GENERAL USE 15.0 AMP CIRCUIT 1KP2 -29 E39 208V -60 -1 PH. J -BOX ELEVATED 15 A.F.F. IN WALL B.T.C. ON 13.0 AMP HOT FOOD WELLS UNIT 1 KP1 -6 8 E40 208V -60 -1 PH. J -BOX ELEVATED 15" A.F.F. IN WALL B.T.C. ON 1/4 HP. REFRIGERATED COLD PAN 1 KP2 -16 18 E41 120V -60 -1 PH. J -BOX ELEVATED 12" A.F.F. IN WALL B.T.C. ON 2.0 AMP UNDERBAR LIGHT CIRCUIT 1 KP2 -20 E42 120V -60 -1 PH. D.C.O. ELEVATED 12 A.F.F. IN WALL FOR BAREQUIPMENT 15.0 AMP CIRCUIT 1 KP2 -22 E43 120V -60 -1 PH. S.C.O. ELEVATED .12" A.F.F. IN WALL FOR GLASSWASHER 15.0 AMP CIRCUIT 1 KP2 -24 E44 120V -60 -1 PH. S.C.O. ELEVATED 15' A.F.F. IN WALL FOR 8.8 AMP BACKBAR REFRIGERATOR 1 KP2 -26 . E45 120V -60 -1 PH. D.C.O. ELEVATED 4'-0" A.F.F. IN WALL FOR T.V. 15.0 AMP CIRCUIT 1 KP2 -28 ELECTRICAL ROUGH -IN NOTES FOR WALK -IN COOLER /FREEZER: A. ELECTRICIAN TO SET DISCONNECTS, ONE PER CONDENSING UNIT. CONDENSING UNIT. B. ELECTRICIAN TO PULL WIRES TO EVAPORATOR, 120V- 60 -1PH., 20.0 AMP TO PANEL. C. ELECTRICIAN TO RUN CONTROL WIRING BETWEEN CONDENSER & EVAPORATOR, 2 PR. @ 14 GA. D. LIGHT FIXTURES SUPPLIED BY WALK -IN MFG. & INSTALLED BY ELECTRICIAN. E. HEAT STRIP FOR DOOR WIRED TO SAME CIRCUIT AS WALK -IN LIGHTS, BY ELECTRICIAN. F. ELECTRICIAN TO FURNISH AND INSTALL SPIRAL WRAP HEATER TAPE AROUND DRAIN LINE INSIDE OF WALK -IN FREEZER Integra Service Group 1 A R C H I T E C T U R E 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 SEAL. . 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