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- - - -- -- rnvuF-kl i ull N.T.S. LOCATION GENERAL NOTES: 1 ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND NATIONAL ORDINANCES AND REGULATIONS. 2 THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR ALL TRADES, FOR PROPER EXECUTION OF WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR THIS PROJECT. 3 THE CONTRACTOR SHALL MAKE HIMSELF FAMILIAR WITH THE JOB SITE CONDITIONS. OMISSION OF SPECIFIC DETAILS, DATA OR DRAWINGS SHALL NOT RELIEVE CONTRACTOR OF ANY RESPONSIBILITIES FOR A COMPLETE WORKING PROJECT AND SYSTEMS. THE CONTRACTOR SHALL THOROUGHLY AQUATINT HIMSELF WITH THE CONSTRUCTION REQUIREMENTS AND DETAILS BEFORE SUBMITTING HIS BID, AS NO ALLOWANCES WILL BE ALLOWED BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WITH THE JOB SITE CONDITIONS AND PROJECT REQUIREMENTS. 4 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES AND/OR UNUSUAL CONDITIONS NOT SHOWN OR ANTICIPATED TO THE OWNER'S REPRESENTATIVE PRIOR TO FINALIZING BIDS AND COMMENCEMENT OF ANY CONSTRUCTION. 5 ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT WORKMEN AND EXECUTED IN A NEAT WORKMEN LIKE MANNER. THE TENANT SHALL REQUIRE EXTENDED WARRANTIES ON SOME EQUIPMENT. 6 ALL PENETRATIONS MADE IN EXTERIOR WALLS OF BUILDINGS FOR CONDUIT, PIPING, WINDOWS AND DOORS SHALL BE SEALED WITH POLYSULFIDE. 7 NO PENETRATION SHALL OCCUR WITHIN 12" OF ANY OTHER ROOF PENETRATIONS, EXPANSION JOINT OR EDGE DETAIL. 8 ALL MATERIALS FOR PARTITIONS, WALLS, CEILINGS AND FINISHES SHALL BE APPROVED NON-COMBUSTIBLE MATERIALS. 9 THE CONTRACTOR SHALL NOT PAINT ANY PLASTER, BUSH HAMMERED CONCRETE, PRE -FINISHED TRIM OR FLASHING. 10 THE CONTRACTOR SHALL SAW, CUT AND EXCAVATE ANY CONCRETE REQUIRED FOR ELECTRICAL, PLUMBING OR PIPING INSTALLATION REQUIRED BY VENDORS OR SHOWN ON DRAWING BACK FILL WITH SAND COMPACTED TO 95 PROCTOR NEW REINFORCING INSTALL AND REPOUR WITH 5 SACKS 3000 PSI CONCRETE TO SAME SLAB DEPTH. 11 THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT ALL REFRIGERATION VENDORS SUCH AS, FREEZERS, COOLERS AND REFRIGERATION CASES AND OBTAIN COPIES OF SHOP DRAWINGS FOR EQUIPMENT PRIOR TO STARTING ANY ROUGH INSTALLATION OF UTILITIES REQUIRED . 12 THE CONTRACTOR SHALL INSTALL FIRE EXTINGUISHING SYSTEMS THAT WILL BE REQUIRED BY CODE AND INSURANCE IN HOOD, KITCHEN, AND OTHER AREAS, INCLUDING PORTABLE SYSTEMS THAT WILL BE REQUIRED BY FIRE CODE. 13 SHELVES AND COUNTER PER GENERAL CONTRACTOR. 14 ALL CONTROL SWITCHES, THERMOSTATS, ETC. SHALL BE MOUNTED WITH THE HEIGHT NOT TO EXCEED 48" MAX. HEIGHT FOR FORWARD APPROACH & 54" MAX. FOR SIDE APPROACH. 15 PROVIDE LANDING AT EACH EXTERIOR EXIT DOOR. THE MAXIMUM IS 1/2" DROP FROM DOORWAY THERSHOLD TO LANDING. 16 TYPE 2B STRUCTURE. NO EXISTING OR PROPOSED WOOD STRUCTURE IN THIS LEASE SPACE OR THIS BUILDING. 17 3 -COMP SINKS SHALL BE A MIN. OF 15(L)X15(W)X12(D) W/ ROUNDED INTERNAL CORNERS. A7.0 01 12'-8" 00 C I N REAR ELEVATION 01 /A5.1 e 10 A3.0 00 "qqppp,11 AR 1 'n 3 COMP. SINK 13 o _ o o MOP'11 12 14 SIN 11 15 10 16 9 17 000 7 WOKS FRYERS 6 BURNERS 51 5 25'-0" 5' SANDWICH 5' SANDWICH 3 T 2 � j �24 COOLER 1� tip STAIR i0 - I WORK - ----- - - P /—� TABLE 00 / 1 P3 ELEVAT _1 5' SANDWICH "I5'-3" I 11UN 0" 4'- UTIL. 11 METAL LOUVEF g 4 ON WALL W/H (GAS) � r ;1H 34" HT" rel ICE ........................................ COUNTER 14 "1" ill 13 � 12 to 11 I�- I STAIR 4'-7" LEVATO R FOOD ORDER AREA� o MAC INE � 36" HT" COUNTER �OUNIER U.C. COOLER I 0 0 `: O ci o, U 04 00 Om M I a 0 0 Q m 0 O� N N — Lq� DRAFT 0 ,^, �' BIN O "� O — °0 r-, O� f+') (y) UP 1 10 9 8 7, 6 5 4 3 2 1 0 4'-7" LEVATO R FOOD ORDER AREA� o MAC INE � 36" HT" COUNTER �OUNIER U.C. COOLER I 0 0 `: O ci o, U 04 00 Om M I a 0 0 Q m 0 O� N N — Lq� DRAFT 0 ,^, �' BIN O "� O — °0 r-, O� f+') (y) +' U2 U 0 N COUN TER i HAND o TOP rn 0 o SINK 0 x UNDER a =0- _ N COUNTEI REF. REF . Lj Lj I 3 COMP. SINK BARco 1 4'-0" N Ml�h 1 F=:=4 7 I SEATING AREA I r I 00 00 o I I I I in LO I N I I I it -go 71-30! 'l �V 1 1.1 2 EX FIRST FLOOR PLAN N 01/A5.0 olFRONT ELEVATION SCALE: 1/4"=l' -O" 25'-54" )L 34" HT. COUNTER FOOD ORDER AREA 3 -g" (SHADED AREA) r REMOVE EXIST. CONCRETE N, AND POUR NEW CONCRETE.1 SLAB T MATCH THE SAME .- ELEVATI � N OUTSIDE THE EXTE 'I F; DOOR. 36" f IRON ao bN i� I I cn to cfl &Vol O z a =o o N w 1c) � w CONE ON TYPE: V OCCUPANCY TYPE: A-2 CODE USED: 2012 INTERNATIONAL PLUMBING CODE 20121 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL BUILDING CODE 2011 NATIONAL ELECTRICAL CODE 2012 IEEC THIS ',LEASE SPACE IS 100% SPRINKLED. SCOPE OF WORK REMODEL EXIST. VACANT 6,000 S.F. (2 STORY HIGHi BOOK STORE TO BE A NEW RESTAURANT. OCCUPANCY LOAD = 180 03.15.2015 F -i -i O ci o, U 04 00 Om M .°00 M m 0 O� N N Z r" Lq� �a O m 6N2 U 3:x °0 r-, O� f+') (y) +' U2 U 0 N c 0 x CLL x C = 0 0 o F -i -i O N DO10 'MM .1 A� NM^O r� �a O 00 (4 ^ NC% f+') (y) +' U2 x o C = 0 0 o 0 x a =0- _ F -i -i O co 'MM .1 A� W o� rn CU 0 ct +' U2 in N o U z 0 F a 0 z U w 0 w a PROJECT NO.: 1384 DATE: DRAWN BY: PRINTED ON: OWNERSHIP OF DOCUMENT THIS DOCUMENT AND THE IDEAS AND DESI INCORPORATED HEREIN, AS AN INSTRUCTN OF PROFESSIONAL SERVICE, IS THE PROPER OF HC ARCHITECT, AND IS NOT TO HE USED WHOLE OR PART FOR ANY OTHER PROTECT WITHOUT THE WRITTEN AUTHORIZATION C HC ARCHITECT & ASSOCIATES. Sheet: FIRST FLOOR PLAN ly-0,fl� 3 -d -)-K 10.10 All I Lo U U ELEC. PANELS 0 00 I UTIL. #2 W/H (E C) N I O 0 4 D — T Lo — r71d- I i� DO i co E ' I girl: =E 0 3 COMP. SINK 1 /A3.1 q3'-1 HAND o SINK i ICE MACHINE 12'-4" 9'-10" WORK r, WORK TABLE WORK TABLE II��II TABLE co Doo NNR4-<Z n WORK K L ' "Ila�ll TABLE M co 12'-4" 9'-10" STAIR UP ELEVATOR 1 1-9r, 11 7'-3" 11'-74" 1 1.1 N 01 SECOND FLOOR PLAN SCALE. 1/4"=l'—O' SEATING AREA m� nn Li L�J Li li 5'-3" e 25'-54" 30" HT. COUNTER F —1 U.C. U.0COOLE 7*. LER Li BAR7- —Ft I 2 F -c 7o DRAFT 2,- ICES,-6„ BEER I 2,- „ BIN �JJ HAND SINK F -1 o U.C. ' COOLER Lj p ICE RISER i BIN -JRM HAND r/L77 7777 SINK F.I O ICE BIN Li O ICE LJ LcL :0 BIN HAND SINK o ICE vBIN Lil 42" HT. COUNTER 1'-9" 3 to aI o N I 00 c N I) 0-1 03.15.2015 II® r, .II rt1l�?I1TiT1T1T1T271T1I?TiI1IiT?I214T?T1I1I2IiI1I1I?I1I1I2ISI1T2`t' IC114 'COD O II��II ilk®II co Doo NNR4-<Z n K L ' "Ila�ll II��II M co .II©SII ' M Ii��ll O C = O WALK IN U ll O X Nlla�ll FREEZER �Ila�ll II�/��II °c X U SII©SII ilk®II x SII©SII IIS®II Alm A mmlwmw ' � SII©SII IIS®II • D � ��T1T1TtI1I1TLT2I1I1TiT1ILTIZL� � � SINK � N N H � i H H IH PAZ WE 2Y1i1iiT1I1I1TiI1TlTiiiii�i liill�l iltT?iiiYllTii1T1I1TiiiI1I1T1iilllliiitit STAIR UP ELEVATOR 1 1-9r, 11 7'-3" 11'-74" 1 1.1 N 01 SECOND FLOOR PLAN SCALE. 1/4"=l'—O' SEATING AREA m� nn Li L�J Li li 5'-3" e 25'-54" 30" HT. COUNTER F —1 U.C. U.0COOLE 7*. LER Li BAR7- —Ft I 2 F -c 7o DRAFT 2,- ICES,-6„ BEER I 2,- „ BIN �JJ HAND SINK F -1 o U.C. ' COOLER Lj p ICE RISER i BIN -JRM HAND r/L77 7777 SINK F.I O ICE BIN Li O ICE LJ LcL :0 BIN HAND SINK o ICE vBIN Lil 42" HT. COUNTER 1'-9" 3 to aI o N I 00 c N I) 0-1 03.15.2015 m N 01 CY) M•- O p IC114 'COD O mm •o0oc co Doo NNR4-<Z n K L m 6M M U wE 3 X O a? co O C = O U O O X 1.0 o °c X U z °- - x Alm A mmlwmw m N 01 CY) M•- O p c-4 o to m i to f+7 M O C = O cn NT :) O X o, S � n z 0 F Q tr 0 z U W O a PROJECT NO.: 1384 DATE: ISSUE: REVISIONS: li- OWNERSHIP OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGN INCORPORATED HEREIN, AS AN INSTRUCTMED OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HC ARCHITECT, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY OTHER PROJECT WITHOUT THE WRn-mN AUTHORIZATION OF HC ARCHITECT & ASSOCIATES. II Sheet: i�ECOIID FLOPUN1 i 0 N 0 17,-5;» 4" H X 12" W OPENING 4" H X 12" W OPENING PLATFORM LEVEL N O� SCALE: 1/4'=1'-0" 6'-3.1-,» co 4 8,-82» UTI L. 3 W/H (FLET) 0 ACCU-4 (5 TONS) ACCO -3 (7.5 TONS) 12'-114» 9'-10" J � Tj o o SF -1 SUPPLY SINK MOP HAND SINK DUCT I SINK I ^ �n EF -1 EF -2 EXAUST EXAUST 13 13/A .1 ICE oo DUCT DU T MACHIN UTI L. 12 14 PREP. AR 3 1115 10 16 \ I I 9 17 3F s 18 11 P1 19 COOLER 7 6 20 P2 5 21 4 22 WORK WORK 3 23 TABLE TABLE 2 24 1 ---UP- - COOLER COOLER _ STAIR ACCU-1 AREA OF ' 12/A3.1 REFUGE (7.5 TONS) BAR 3 ICE HAND 3 COMP. HAND ICE C� �1 SINK SINK_ SINK 3G io n JJ0 (� o o TWO-WAY o �- L � �-1 L COMMUNICATION 3D o 0 42' HT. COUNTER DEVICES AC UNIT AREAI '-8" I _ 16,_1' ROOF LINE FD ABOVE TU #2 (1 d TONS) CONCRETE 3C I I FLOOR SLOPE 1/8m : 12' DN OPEN SEATING AREA STAIR AREA OF REFUGE 36 L _—. TWO-WAY TF COMMUNICATION DEVICES LEVATOR _ S2S2S2S22S2S2R. — — — — ON .RETE — FLOOR SLOPE 1/8* : 12' I I I FD 7'-2" 2'-1 ' CONCRETE FLOOR 7 SLOPE 1/8' : 12" CONCRETE — FLOOR SLOPE FD 1/8' : 12' 0)1.1 2 EX 3 ol THIRD FLOOR PLAN N SCALE: 1/4"=7'-0" I N moi® 03.15.2015 z O P a 0 z U W O Ir CL PROJECT NO.: 1384 DATE: ISSUE: REVISIONS: DRAWN BY: PRINTED ON: OWNERSHIP OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIG?, INCORPORATED HEREIN, AS AN INSTRUCTMEI OF PROFESSIONAL SERVICE, IS TIM PROPERTY OF HC ARCHITECT, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HC ARCHITECT & ASSOCIATES. Sheet: O 4. N M v> m N Dp O m I.() M .< ¢ o� I� ^ z11' Lu. M H 3 X 0CV0 O J ~ •0. a O o v Lo o c X a v _ Ii x QD ° O X x a = � ° BOOKING z O P a 0 z U W O Ir CL PROJECT NO.: 1384 DATE: ISSUE: REVISIONS: DRAWN BY: PRINTED ON: OWNERSHIP OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIG?, INCORPORATED HEREIN, AS AN INSTRUCTMEI OF PROFESSIONAL SERVICE, IS TIM PROPERTY OF HC ARCHITECT, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HC ARCHITECT & ASSOCIATES. Sheet: O 4. N M m r- a) 10 —o o v Cr NaO i H M co •0. a � ~ o v °O B = u c QD ° O X x a = � ° z O P a 0 z U W O Ir CL PROJECT NO.: 1384 DATE: ISSUE: REVISIONS: DRAWN BY: PRINTED ON: OWNERSHIP OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIG?, INCORPORATED HEREIN, AS AN INSTRUCTMEI OF PROFESSIONAL SERVICE, IS TIM PROPERTY OF HC ARCHITECT, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HC ARCHITECT & ASSOCIATES. Sheet: O 4. W Q) r- A � o •0. In M to o U z O P a 0 z U W O Ir CL PROJECT NO.: 1384 DATE: ISSUE: REVISIONS: DRAWN BY: PRINTED ON: OWNERSHIP OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIG?, INCORPORATED HEREIN, AS AN INSTRUCTMEI OF PROFESSIONAL SERVICE, IS TIM PROPERTY OF HC ARCHITECT, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HC ARCHITECT & ASSOCIATES. Sheet: ROOF GENERAL NOTE: 1. CONTRACTOR SHALL VISIT THE SITE TO ASCERTAIN EXACT EXISTING CONDITIONS AND COMPONENTS RELATED TO THE WORK DESCRIBED BY THESE DOCUMENTS. AFTER AWARD OF CONTRACT, CHANGE ORDER REQUESTS FOR ADDITIONAL MONEY SHALL NOT BE APPROVED IF THE WORK COULD HAVE BEEN ANTICIPATED DURING A SITE VISIT BY THE CONSTRUCTOR ALL WORK SHALL BE IN ACCORDANCE WITH ACCEPTED MANUFACTURE'S PRINTED INSTRUCTIONS. 2. DIMENSIONS, DETAILS, EQUIPEMENT SIZE AND LOCATION SHOWN IN THESE DOCUMENTS ARE FOR INFORMATION AND REFERENCE ONLY. EXACT SIZE, LOCATION, TYPE OF MATERIAL AND TYPE OF CONSTRUCTION OF EXISTING CONDITIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM. 3. ALL NEW CRICKETS AND TAPERED INSULATION SHALL BE INSTALLED WITH A 1/4" PER FOOT MIN. SLOPE. 4. CRICKET THE UP SLOPE SIDE OF ALL CURBS AND SQUARE PROJECTIONS. PROVIDE TAPERED EDGE STRIPS AT ALL PROJECTION FLASHINGS. 5. PROVIDE AND INSTALL WALKWAY PADS AS SPECIFIED AROUND ALL ROOF HATCHES AND A/C UNITS. 6. ISOLATE ALL HEAT PIPES/ FLUES AS RECOMMENDED & OUTLINED IN THE NRCA MANUAL FOR ISOLATED STACK FLASHING. 7. EXAMINE AND CLEAN DRAIN LINES OF DEBRIS AND BLOCKAGE, FLUSH WITH WATER AFTER INSTALLATION TO ENSURE THAT DRAINS FLOW FREELY. r)zo no$ 03 03.15.2015 r� 0 w o h N cv) m > .mm..� O M > ��U O m M •o M to ^ ❑ � � N to Z L� Wti N CO H m Q X 00 r; U 0 T C S O J � _ v° O X O °c X p). Z 0Ll - a �z o x PROJECT NO.: 1384 DATE: ISSUE: REVISIONS: DRAWN BY: PRINTED ON: OWNERSHR) OF DOLT [MENIS 'i THIS DOCUMENT AND THE IDEAS AND DESIGN INCORPORATED HEREIN, AS AN INSTRUCT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HC ARCHITECT, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY OTHER PROIECTI WITHOUT THE WRITTEN AUTHORIZATION OF HC ARCHITECT & ASSOCIATES. I Sheet: ROOF PLAN A1.3 0 r -la o N cv) m .mm..� O M — O W i� C to ^ Nc� .zlL to Cy) M �.O C Cd CD❑ Q 17 T C S O ^` W _ M 0 V O O X p). Z 0Ll - PROJECT NO.: 1384 DATE: ISSUE: REVISIONS: DRAWN BY: PRINTED ON: OWNERSHR) OF DOLT [MENIS 'i THIS DOCUMENT AND THE IDEAS AND DESIGN INCORPORATED HEREIN, AS AN INSTRUCT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HC ARCHITECT, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY OTHER PROIECTI WITHOUT THE WRITTEN AUTHORIZATION OF HC ARCHITECT & ASSOCIATES. I Sheet: ROOF PLAN A1.3 0 o 4 .mm..� ,;> A � W i� a� �.O C Cd N o PROJECT NO.: 1384 DATE: ISSUE: REVISIONS: DRAWN BY: PRINTED ON: OWNERSHR) OF DOLT [MENIS 'i THIS DOCUMENT AND THE IDEAS AND DESIGN INCORPORATED HEREIN, AS AN INSTRUCT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HC ARCHITECT, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY OTHER PROIECTI WITHOUT THE WRITTEN AUTHORIZATION OF HC ARCHITECT & ASSOCIATES. I Sheet: ROOF PLAN A1.3 T. 0. PARAPET EL. 26'-0" 2ND FIN. FLOOR iL EL. 14'-0" ly FIN. FLOOR Ak EL. 0'-0" EXIST. RIGHT SIDE ELEVATION 04 SCALE: 3/16"=1'-0" NEW RIGHT SIDE ELEVATION METAL HAND RAIL, TYP. ®� SCALE: 3/16"=1'-0" PLATFORM FOR KITCHEN EXHAUST FANS EL. 40'-0" u- 0 O 0 I ir N O 3RD FIN. FLOOR EL. 28'-0" Z Q w 0 0 I � o N X w 2ND FIN. FLOOR ,` EL. 14'-0" IV FIN. FLOOR EL. 0'-0" 03 EXIST. FRONT ELEVATION SCALE: 3/16"=1'-0" /i /i ol NEW FRONT ELEVATION SCALE: 3/16"=V-0- /// /16 -1 -0 EXIST. BRICK WALL STUC00 FIN. /i /// II II /// BAR #3 ii II II /// EXIST. BRICK WALL lilt I it 1 1111111 /i T. 0. PARAPET EL. 26'-0" 2ND FIN. FLOOR : EL. 14'-0" FIN. FLOOR h EL. 0'-0" 03.15.2015 Lo 04 O m M �°Do, D 0 N N Q Z K 11) i" m M co H 3-.X 00 H f J G p 'Cf O .0 p u �_ ELLL x O 4 W A � Ma� Ei pd ftp a~ I~ cu T.O. ROOF o EL. 40'-0" N o PAINT 'BLACK' COLOR FOR THE IRON FENCE ON THE THIRD FLOOR C) z 1 d- a 3RD FIN. FLOOR o EL. 28'-0" z U W O m CL PROJECT NO.: 1384 2ND FIN. FLOOR EL. 14'-0" ly DATE: ISSUE: REVISIONS: DRAWN BY: PRINTED ON: OWNERSHIP OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUCTMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF FIC ARCHITECT, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HC ARCHITECT & ASSOCIATES. FIN. FLOOR EL. 0'-0" Sheet: EXTERIOR ELEVATIONS A5.0 N m N 0'- 'o cv)—C O O-- N a i N M M U 0 a C � � C = O a O -C C) x p. S CL u O 4 W A � Ma� Ei pd ftp a~ I~ cu T.O. ROOF o EL. 40'-0" N o PAINT 'BLACK' COLOR FOR THE IRON FENCE ON THE THIRD FLOOR C) z 1 d- a 3RD FIN. FLOOR o EL. 28'-0" z U W O m CL PROJECT NO.: 1384 2ND FIN. FLOOR EL. 14'-0" ly DATE: ISSUE: REVISIONS: DRAWN BY: PRINTED ON: OWNERSHIP OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUCTMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF FIC ARCHITECT, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HC ARCHITECT & ASSOCIATES. FIN. FLOOR EL. 0'-0" Sheet: EXTERIOR ELEVATIONS A5.0 '(10t,0410 Toi EXIST. LEFT ELEVATION_ VAIN SCALE: 3/18"=1'-0" 02 NEW LEFT ELEVATION SCALE: 3/16"=1'-0" T. 0. PARAPET EL. 26'-0" 2ND FIN. FLOOR EL. 14'-0" 19-11 FIN. FLOOR EL. 0'-0" T.O. ROOF EL. 41'-0" T. 0. PARAPET EL. 28'-0" 110 Z_ Q W 0 Ln X w 2ND FIN. FLOOR EL. 14'-0" FIN. FLOOR EL. 0'-0" IV T. 0. PARAPET EL. 26'-0" 3RD FIN. FLOOR EL. 26'-0" 05.15.2015 EL. 14'-0��� N M � -M o w v °` H noNU o L Vf C6 C6 O mM -q� N r') Lq r", 2: m N ai H 3 x 00 11 11 11 11 11 IFTFT17FIl !F -o 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 111 i FIN. FLOOR EL. 0'-0" V C r- ;> ;> ;iITTEIT]111 11 IE W q � cu EXIST. REAR ELEVATION oiSCALE: 3/16"=1'-0" STUC00 FIN. COLOR: ELLIE GRAY SHERWIN WILLIAMS SW7650 0 I (o •D � .4 •0 STUC00 FIN. COLOR: ELLIE GRAY SHERWIN WILLIAMS SW7650 (ONLY ONE COLOR) I� i N O U z 0 F 3RD FIN. FLOOR ,� o EL. 28'-0"'�7- Z n' W O 0.. PROJECT NO.: 1384 DATE: ISSUE: REVISIONS: 05.16.15 --- 2ND FIN. FLOOR ,` CITY COMMENTS EL. 14'-0" —' o i NEW REAR ELEVATION ^`'la ninQ I lipy"oll co T. 0. PARAPET EL. 26'-0" 3RD FIN. FLOOR EL. 26'-0" 2ND FIN. FLOOR ,, 05.15.2015 EL. 14'-0��� N M � -M o w v °` H noNU o L Vf C6 C6 O mM -q� N r') Lq r", 2: m N ai H 3 x 00 E O 2ND FIN. FLOOR ,, EL. 14'-0��� N M � -M o v °` noNU o L Vf C6 C6 x 0 C v = o a� xCP,_ �a FIN. FLOOR EL. 0'-0" V C r- ;> ;> W q � cu •D � .4 •0 V2 N O U z 0 F 3RD FIN. FLOOR ,� o EL. 28'-0"'�7- Z F- U W O 0.. PROJECT NO.: 1384 DATE: ISSUE: REVISIONS: 05.16.15 --- 2ND FIN. FLOOR ,` CITY COMMENTS EL. 14'-0" —' lu MR MPLIANCE MAY 2 2 2015 DRAWN BY: PRINTED ON: OWNERSHIP OF DOCUMENTS THIS DOCUMENT AND THE IDEAS ANDDESIGN INCORPORATED HEREIN, AS AN INSTRUCTMET OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HC ARCHITECT, AND ISNOT TO BE USED IN WHOLE OR PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HC ARCHITECT ,& ASSOCIATES. Sheet: EXTERIOR ELEVATIONS COLLEGE STATION DEVELOPMEN ICES 1"31 -AT I;'LED: A I v an I I %%JVL_�l I N.T.S. LOCATION GENERAL NOTES: YA7.0 01 1 ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS. CONTRACTOR SHALL COMPLY WITH ALL APPLIC-, ` E LOCAL, STATE AND NATIONAL ORDINANCES AND REGULATIONS. 0 2 THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR ALL TRADES, FOR - PROPER EXECUTION OF WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALLco OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR THIS PROJECT. C — 3 THE CONTRACTOR SHALL MAKE HIMSELF FAMILIAR WITH THE JOB SITE CONDITIONS. z OMISSION OF SPECIFIC DETAILS, DATA OR DRAWINGS SHALL NOT RELIEVE CONTRACTOR t Q OF ANY RESPONSIBILITIES FOR A COMPLETE WORKING PROJECT AND SYSTEMS. THE N CONTRACTOR SHALL THOROUGHLY AQUATINT HIMSELF WITH THE CONSTRUCTION w REQUIREMENTS AND DETAILS BEFORE SUBMITTING HIS BID, AS NO ALLOWANCES WILL BE ALLOWED BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WITH THE JOB SITE CONDITIONS AND PROJECT REQUIREMENTS. 4 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES AND/OR UNUSUAL CONDITIONS NOT SHOWN OR ANTICIPATED TO THE OWNER'S REPRESENTATIVE PRIOR TO FINALIZING BIDS AND COMMENCEMENT OF ANY CONSTRUCTION. 5 ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT WORKMEN AND EXECUTED IN A NEAT WORKMEN LIKE MANNER. THE TENANT SHALL REQUIRE EXTENDED WARRANTIES ON SOME EQUIPMENT. 6 ALL PENETRATIONS MADE IN EXTERIOR WALLS OF BUILDINGS FOR CONDUIT, PIPING, WINDOWS AND DOORS SHALL BE SEALED WITH POLYSULFIDE. 7 NO PENETRATION SHALL OCCUR WITHIN 12" OF ANY OTHER ROOF PENETRATIONS, EXPANSION JOINT OR EDGE DETAIL. 8 ALL MATERIALS FOR PARTITIONS, WALLS, CEILINGS AND FINISHES SHALL BE Q— — APPROVED NON-COMBUSTIBLE MATERIALS. 9 THE CONTRACTOR SHALL NOT PAINT ANY PLASTER, BUSH HAMMERED CONCRETE, PRE -FINISHED TRIM OR FLASHING. 10 THE CONTRACTOR SHALL SAW, CUT AND EXCAVATE ANY CONCRETE REQUIRED FOR ELECTRICAL, PLUMBING OR PIPING INSTALLATION REQUIRED BY VENDORS OR SHOWN ON DRAWING BACK FILL WITH SAND COMPACTED TO 95 PROCTOR NEW REINFORCING INSTALL AND REPOUR WITH 5 SACKS 3000 PSI CONCRETE TO SAME SLAB DEPTH. 11 THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT ALL REFRIGERATION VENDORS SUCH AS, FREEZERS, COOLERS AND REFRIGERATION CASES AND OBTAIN COPIES OF SHOP DRAWINGS FOR EQUIPMENT PRIOR TO STARTING ANY ROUGH INSTALLATION OF UTILITIES REQUIRED . 12 THE CONTRACTOR SHALL INSTALL FIRE EXTINGUISHING SYSTEMS THAT WILL BE REQUIRED BY CODE AND INSURANCE IN HOOD, KITCHEN, AND OTHER AREAS, INCLUDING PORTABLE SYSTEMS THAT WILL BE REQUIRED BY FIRE CODE. 13 SHELVES AND COUNTER PER GENERAL CONTRACTOR. CF) I w 0 rl 0 I io c I I 0) T � Lo a 0 � 00 14 ALL CONTROL SWITCHES, THERMOSTATS, ETC. SHALL BE MOUNTED WITH THE HEIGHT Lt co NOT TO EXCEED 48" MAX. HEIGHT FOR FORWARD APPROACH & 54" MAX. FOR N SIDE APPROACH. 15 PROVIDE LANDING AT EACH EXTERIOR EXIT DOOR. THE MAXIMUM IS 1/2" DROP FROM DOORWAY THERSHOLD TO LANDING. 16 TYPE 28 STRUCTURE. NO EXISTING OR PROPOSED WOOD STRUCTURE IN THIS LEASE SPACE OR THIS BUILDING. 17 3 -COMP SINKS SHALL BE A MIN. OF 15(L)X15(W)X12(D) W/ ROUNDED INTERNAL CORNERS. REAR ELEVATION 01 /A5.1 12'-8" 28'-10" 9'-10" 10 P5 I =1 00 WALK IN PR P. AKEA Cl—� COOLER I /-\ [A uetin 1 3 COMP_ 4 MEN WOMEN \ 5'-7"' 7 6'-5" 91117T181 19I 21 1 221 23 0 2 O, 1G I -L-` � _l 4 13 12 11 UP 10 98 7 6 514 3 2 13'-8" I 1 8'-1o" I , ELEVATOR I b I 1'-9 7'-3„ 1 1.1 FIRST FLOOR PLAN N oi SCALE: 1/4"=l' -O" W 3 5,4" 4 FOOD ORDER AREA — 6'-5" 00 M N mn��nv I rIt m c - 1D 36" HT"El 34" COUNTER d A7.0 �OUN R :�7L` U.C. COOLER I 0 o¢ I DRAFT I ¢ ( ,°�' C .BEEF BIN 001 _ HAND - COU ER o z SINK TOP 0' 1-0 4UNDER a N COUNTE p REF. w 3 COMP. SINK BA BAR 1 4'-0" O 6 ICE I o :0f I BIN _ J I RISER 1 C HAND its RM 0 SINK 77 71-A 7 ICE I BIN 36" HT. COOL 2 IRON FENCE 00 34" HT. I ih COUNTER FOOD ORDER AREA i 2'-$" IOLA — I s � A � I LOBBY _ rn 8'-10" 6'-9" "n ' CONSTRUCTION TYPE: V 3» OCCUPANCY TYPE: A-2 11 -74 5'-3"li 25'-54" 1,-g„ CODE USED: 2012 INTERNATIONAL PLUMBING CODE 3'-1" 2012 INTERNATIONAL MECHANICAL CODE _ 2012 INTERNATIONAL BUILDING CODE 2011 NATIONAL ELECTRICAL CODE 2012 IEEC 2 EX look... THIS THIS LEASE SPACE IS 100% SPRINKLED. 01 /A5.0 FRONT SCOPE 'OF WORK ELEVATION REMODELEXIST. VACANT 6,000 S.F. (2 STORY HIGH) BOOK STORE TO BE A NEW RESTAURANT. OCCUPANCY LOAD = 180 ��RED AR� �oNG C.0 i FG 16996 Q� qTF OF H 1 P" U 4-) o, Lo > J Lo Sol Irlo, sDm cn cn m m K vi Q z K Iq 1,, CD 3 ° c^ 0 rn a� o U O C ao0 O Z -� O IL W Q) N o 0 1 P" O 4-) lRd4 coo 0 rn a� o co W Q) N o U z 0 F a 0 h z w 0 w CL PROJECT NO.: 1384 DATE: ISSUE: REVISIONS: 09.22.14 CITY COMMENTS DRAWN BY: PRINTED ON: OWNERSHIP OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUCTMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HC ARCHITECT, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HC ARCHITECT & ASSOCIATES. Sheet: ,.dK'4 Lo N O r 0 i� i 00 p — SIN I Lo D.5 — I�Id- 0 i co I 8'-8f 6'-11" -1» 12'-10" 9'-4" M N N i1amZiTi ali71I1Tmaiit; u s ii i2i?Zii,itmiyallliTiTiTiZ1Ii iI 1111 WALK IN NII��II IIS®II Nlla�ll II��II NII©SII II�/�II . Nlla�ll iil�lll • HII©SII II II SII®SII II ®II NII©SII IIS®II 24 �II��II STAIR AAN SII D• SINK H N H l RE GENAR OF N N N mm��m ELEVATOR m all ON STAIR UP 1'-9' 7'-3" 11'-74" SEATING AREA 1 1.1 2 N oi SECOND FLOOR PLAN SCALE: 1/4"=l' -O" 5'-3" 25'-5441" 30" HT. COUNTER F U.C. GOOLE I U.j 7*LER BAR #2 DRAFT 2'- ICE 5'-6" BEER I 2,- „ BIN HAND SINK O U.C. ' COOLER ICE RISER BIN RM HAND /77 SINK 7777 ICE BINll I ICE „ BIN HAND SINK o ICE n LCL „ l BIN �'J 42" HT. COUNTER 1'-9" 3 Lo -co N co 0 I N ED q,,?�cy �.Or1G Cy 9*11 W H o mLo �� C) ON � Z t[) N LIS N - H 3 X 00N 0 H 3o m Lo � OC X x �_�° M ;--4 O 4 co c W A co au P-4 O cd -p �mV � w ko N o U 4�r r.7 PROJECT NO.: 1384 DATE: IRRIts REVISIONS: / 1 \ 09.22.14 CITY COMMI DRAWN BY: (� PRINTED ON: �) OWNERSHIP OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGN INCORPORATED HEREIN, AS AN INSIRUC12— OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HC ARCHITECT, AND IS NOT TO BE USED IN WHOLE OR PART FORANY OT-IER PROJE07' WITHOUT THE WRITTENITiORMATION�OF HC ARCHITECT & ASSOCIATES. II Sheet: SECOND FLOOR PLAN A1.1 _4 to p — SIN I Lo D.5 — I�Id- 0 i co I 8'-8f 6'-11" -1» 12'-10" 9'-4" M N N i1amZiTi ali71I1Tmaiit; u s ii i2i?Zii,itmiyallliTiTiTiZ1Ii iI 1111 WALK IN NII��II IIS®II Nlla�ll II��II NII©SII II�/�II . Nlla�ll iil�lll • HII©SII II II SII®SII II ®II NII©SII IIS®II 24 �II��II STAIR AAN SII D• SINK H N H l RE GENAR OF N N N mm��m ELEVATOR m all ON STAIR UP 1'-9' 7'-3" 11'-74" SEATING AREA 1 1.1 2 N oi SECOND FLOOR PLAN SCALE: 1/4"=l' -O" 5'-3" 25'-5441" 30" HT. COUNTER F U.C. GOOLE I U.j 7*LER BAR #2 DRAFT 2'- ICE 5'-6" BEER I 2,- „ BIN HAND SINK O U.C. ' COOLER ICE RISER BIN RM HAND /77 SINK 7777 ICE BINll I ICE „ BIN HAND SINK o ICE n LCL „ l BIN �'J 42" HT. COUNTER 1'-9" 3 Lo -co N co 0 I N ED q,,?�cy �.Or1G Cy 9*11 W H o mLo �� C) ON � Z t[) N LIS N - H 3 X 00N 0 H 3o m Lo � OC X x �_�° M ;--4 O 4 co c W A co au P-4 O cd -p �mV � w ko N o U 4�r r.7 PROJECT NO.: 1384 DATE: IRRIts REVISIONS: / 1 \ 09.22.14 CITY COMMI DRAWN BY: (� PRINTED ON: �) OWNERSHIP OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGN INCORPORATED HEREIN, AS AN INSIRUC12— OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HC ARCHITECT, AND IS NOT TO BE USED IN WHOLE OR PART FORANY OT-IER PROJE07' WITHOUT THE WRITTENITiORMATION�OF HC ARCHITECT & ASSOCIATES. II Sheet: SECOND FLOOR PLAN A1.1 4"HX 12"W OPENING 17'-54" 4"HX12"W OPENING PLATFORM LEVEL N O� SCALE: 1/4"=1'-0" 6'-,A„ I N I 1,r 1 1— I 3'-62” MOP 1 UTIL. J3 3 W/H (ELEC) O OD ELEVATO ACCU-4 P1 (5 TONS) I I ACCU-3 ACCU-2 (7.5 TONS) (7.5 TONS) AC UNIT AREA TU #2 (10 TONS) OPEN m ELEVATOR I 1 .r¢ " 6 - I -k13 -54 9'-4" �ij -METS LQUVER 0 Li -- - — HAND 3 COMP. SINK I SINK I _ - EXAUST EXAUST DUCT DUCT 13 1T3/A. ICE 00 SUPPLY MACHIN UTIL. 4 FAN 1214 PREP. 11 15 10 16 1 I 3F 9 17 111 8 18 P1 719 COOLER 6 20 P2 5 21 4 22 WORK WORK 3 23 TABLE TABLE 2 24 1 COOLER COOLER STAIR ACCU-1 12/A3.1 AREA OF (7.5 TONS) BAR 3 REFUGE ICE HAND 3 COMP. HAND ICE — I SINK SINK _ SINK 3G OO L° 0 L 0 0 0� o f 0 o 3D 42" HT. COUNTER '-8" FD ROOF UNE ABOVE 3� I CONCRETE CONCRETE FLOOR FLOOR i SLOPE 1/8" : 12' F I DN IAREA OF REFUGE L I SEATING AREA STAIR I 36 I I I 3A FLOOR SLOPE 1/8" : 12' NI 0 i OU 1 I I 7'-4" 7'_0" 1 1.1 2 EX THIRD FLOOR PLAN N oi SCALE: 1/4"=1'-0" CONCRETE CURB 36'-1" m SLOPE 1/8' : 12" — CON •RETE _ FLOOR SLOPE FD 1/8' : 12" N �r- I N u AR�C.0/�Or1G La ir �'�• 16996 Q� 9TF O F I r� F N j � �rli � mo K M W H C° 00 NL H 0,- -0 0 Lr) j C -ca 0000 ILL x�= v W 71)O w 0 - PROJECT NO.: 1384 DATE: ISSUE: REVISIONS: �1\ 09.22.14 CITY COMMENTS DRAWN BY: PRINTED ON: OWNERSHIP OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUCTMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HC ARCHITECT, AND IS NOT TO HE USED IN WHOLE OR PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HC ARCHITECT & ASSOCIATES. Sheet: THIRD FLOOR PLAN A1.2 FIRST FLOOR PLAN N.T.S. SECOND FLOOR PLAN N.T.S. RIGHT ELEVATYION N.T.S. FRONT ELEVATION N.T.S. EXISTING FLOOR PLANS & ELEVATION BRIDGES INSPEC11ONS MARINE STRUCTURES CIVIL ENGINEERING & . ............ ....... PARAMOUNT ENGINEERING LLC 7322 SOUTHWEST R. EEWAY STE. 1050 ........ TEL.: (713) 636-9977 FAX : (281) 888-9872 ci "'o TBPE REGISTRATION # F-3394 DRAWN BY: E.V. CHECKED BY. MM C" 4 z C'o cl) X 00 W 01- 0 Lo D C 0 x 00 0 1-- (D IL If —1 C31 CI F Fc F C2 2 Tf cq cq FT -11 ................. ...... . . ......... ... ................. .................... ER] ..... .......... ... . . ....... Ci r---------- — ----- I ill FTC�l 209 EJE I CI FTcll `4'_91,. rF, T—, INN I:t02-7-12 1717721 FF7711 F mm rt F i F, 1 EH Frl-Mi m 1S'-91" . FVZ61� SECOND FLOOR PLAN N.T.S. RIGHT ELEVATYION N.T.S. FRONT ELEVATION N.T.S. EXISTING FLOOR PLANS & ELEVATION BUILDINGS BRIDGES INSPEC11ONS MARINE STRUCTURES CIVIL ENGINEERING & . ............ ....... PARAMOUNT ENGINEERING LLC 7322 SOUTHWEST R. EEWAY STE. 1050 ........ TEL.: (713) 636-9977 FAX : (281) 888-9872 ci "'o TBPE REGISTRATION # F-3394 DRAWN BY: E.V. CHECKED BY. MM C" 4 z C'o cl) X 00 W 01- 0 Lo D C 0 x 00 0 1-- (D IL If BUILDINGS BRIDGES INSPEC11ONS MARINE STRUCTURES CIVIL ENGINEERING & J STRUCTURAL ENGINEERING PARAMOUNT ENGINEERING LLC 7322 SOUTHWEST R. EEWAY STE. 1050 HOUSTON, TX 77074 TEL.: (713) 636-9977 FAX : (281) 888-9872 CEL.: (713) 204-1742 TBPE REGISTRATION # F-3394 DRAWN BY: E.V. CHECKED BY. MM PROD. NO.: PE1 4-148 PROJECT NO.: DATE: ISSUE: REVISIONS: DRAWN BY: PRINTED ON: OWNERSHIP OF DOCUMENTS TFI]s DOCUMENT AND THE IDEAS A\D DESIGNS INCORPORATED HEREIN, AS ANINS �RUCE�ME�7 OF PROFESSIONAL SERVICE, IS THE Rop TN OF HC ARCHITECT, AND ISNOT TO 13E USED IN WHOLE OR PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN ALTHORIZATION OF HC ARCHITECT & ASSOCIATES. el I 00 00 0 1 0 Kv, 1'-9"20'-1 4" 4'-0° 25'-5y" 10��On I I aZZT- 114 o; 30" DEEP PILASTER - - - - —•_ _ _ S , , 30' DEEP PILAS R ' ♦� � ♦ � W/ BASE PLATE TYPE A Y -� W/ BASE ATE TYPE ' , I , � ♦ � I � 18/54 I ��O 1 ° i" " 3 0 5 0 2' -Off 18/54, ,\ 18/5400 ,, �\ / - —�- - I - —/►-I- t I- — ---r --- ` -- -j I 30" DEEP PILASTER I W/ BASE PLATE TYPE 'B' OF COLUMN 8'-3" 3 'V I I „ COLUMN 1-g i RE: PLAN I I I PAVEMENT JOINT RE: CIVIL DWG i i BASE PLATE &ANCHORS CD i'18/5'E ♦ 1 54 I I � 30" DEEP PILASTER 54 BASE PLATE TYPE 'B' iii \18/54 I o I I 1 N S2 EXISTING COLUMN L��—_'t 18/54- - � 242424"4x24" PILASTER \__77. - '`--- G, W/ BASE PLATE TYPE 'C' I 1 30" DEEP PILASTER W/ BASE PLATE TYPE 'B' 18/54 I,-, 18/54 L _-T -- +e--- -T"--- - _ ................ ...................................... ( I S2 I 1 1 1 1 1 1 1 I I I I — UP I I 242424" PILASTER W/ BASE PLATE TYPE 'C' 'EXISTING COLUMN 30" DEEP PILASTER W/ BASE PLATE TYPE 'B' 1-r----�---- r ----t---1 I I 2'-0" 5'-0" 3'-0° 1' 24x24x24" PILASTER 1 114 18/54 ---�'---------r�-----� ire} W/ BASE PLATE TYPE 'C' \ - �'_ _ - - IFI )►•• o �-r- -�----r----�--- I 18 18/54--- /EXISTING COLUMN 10'- 2' 0" o I p`' 30" DEEP PILASTER N W/ BASE PLATE TYPE 'B' I / r- - —1 �I I\ 30" DEEP PILASTER A �O 16/48 �� _ W/ BASE PLATE TYPE ,Bf C) \ \ I I I I I 10 / ` jl8/54. 18/54 18 /54 ob 16/481nA 30" DEEP PILASTER �I W/ BASE PLATE TYPE 'A' 116/,48 \ / - - ILLJI I l 1 7'-3" 42'-4" I qt I 53'-1" 1 1.1 2 PROPOSED FOUNDAT SCALE: 1/4"= 1'-0" LEGENDS: M: EXISTING COLUMNS k, rn Fa-c"l - - (MIN. ANCHOR EMBEDMENT 21") #4 DOWEL ® 14" O.0 _ „ i i i EXISTING SLAB - - SLOPE --r d- . a - co i � ii=►i iii=il I II ; II'�fi ��, 1 I 1 rrt f, I I ISI I I �II11 --tl-I--� -111-4---I� I ji 1 ( I ( 1( 1 I 2" LEVELLING SAND LI t• I il--I -,� {- I -�-4-- 10 MIL POLY 4-- .I- _ I �, #4 TIES -J ff PILASTER 1( 11 0 12"-O.C. 1 1 24 x120 x30 AD T10NAL 4-#6 1 1 1 1 4-#7 TOP &BOT. 1' I VERTICAL 6'-0" LONG W/3-#7 EA. SIDE ADDITIONAL 4-#6 - -I --I 8 VERTICAL x 6'-0" LONG 1 18/54 PIER PIER 5'-0" 2'-00 ol OF PIER OF PIER 1 f „ � 10 -0 1 SECTION: AT EXTERIOR COLUMNS BLOCK OUT SLAB COLUMN FOR COLUMN RE: PLAN 1" GROUT (TYP.) 1 3/4" E.J. (TYP.)' I EXISTING SLAB (V.I.F.) ' a OIL ELEV. 0'-0" ( `' j i 1 l i 24"x24"x24" I 8-#6 VERT. r I I W/ 3-#3 TIES 1 1'-0" 1'-0" q PIER & COL 2) SECTION: AT INTERIOR COLUMNS PLAN NOTES: 1. ALL PIERS SHALL BE AS SHOWN ON PLAN 2. ALL ANCHORS SHALL BE IN PLACE PRIOR TO CONCRETE POUR. 3. ALL COLUMN SHALL BE SHOWN ON PLAN 4. REPLACE EXISTING SOIL AS RECOMMENDED BY GEOTECHNICAL REPORT. 5. SITE SHOULD BE GRADED TO SHED ALL RAIN WATER AWAY FROM STRUCTURE. NO WATER POND ALLOWED AROUND BUILDING. 6. E.J. ON PLAN INDICATES EXPANSION JOINTS. 7. CONTRACTOR TO CHECK FOR UNDERGROUND UTILITIES BEFORE DIGGING OR DRILLING FOR PIERS AND 8. REFER TO CIVIL DRAWINGS FOR TOP OF FINISH FLOOR ELEVATION AND SIDEWALK CONSTRUCTION & INFORMATION 9. SOIL REPORT NO.21901 BY AMERICAN GEOTECHNICAL CIVIL CONSULTING, INC., ARLINGTON, TEXAS ON FEB. 17, 2014 IS A PART OF THE CONSTRUCTION DOCUMENTS. IT IS CONTRACTOR'S RESPONSIBILITY TO REVIEW THIS REPORT FOR SITE PREPARATION AND DRILLED SHAFTS. IN CASE SAND IS ENCOUNTERED AT SITE, CASING MUST BE USED FOR DRILLED SHAFTS INSTALLATION. w 0 Z J �Q Q CC w m o Q w Z > O O Z a w 0 0 o of I u - T Q o: X Q CL a 1114 � Q O 0 O O REINF. MINIMUM 18" )E BEAM OR PILASTER 'T REINFORCEMENT DIA. VERT. REINF. 4-# 5 5-# 6 6-# 6 0 8-# 8 0 10-# 8 12-# 8 RT. REINF, ES @ 12' ❑.C.(TYPICAL) ES @ 12' O,C,(PIER 26" TO 32") DIA. ), BELL DIA. SEE PLAN VIPICAL DRIED PIER DETAIL ISOLATION JOINT ,.,---#4 EACH SIDE COLUMN RE: PLAN CONSTRUCTION OR CONTROL JOINT (TYP.) W Lo 0u 04 00 0oco Gn m c�� Q 0 o y C-' 68 U -j O ~ ILII 0 L N 0 00 0 -- C) x d u- I: -�I PROJECT NO.: DATE: ISSUE: REVISIONS: BUILDINGS BRIDGES I) INSPECTIONS DRAWN BY: (� MARINE STRUCTURES PRINTED ON: CIVIL ENGINEERING & IL I STRUCTURAL ENGINEERING PARAMOUNT ASD OWNERSHIP OF DOCUMT�NTS THIS DOCUMENT AND THE IDEAS DESIGN INCORPORATED HEREIN, AS AN IASTRCCM. IE? OF PROFESSIONAL SERVICE, IS THE PROPERTY ENGINEERING LLC DC' HCARCH E CT,WRI ASD A SOTTO BE AT16N IS HOLE ORPART FOR ANY OTHER PROJECT ITHOL7 THE WRITTES AL'IHORIZATION OF ARCHITECT & ASSOCIATES. 7322 SOUTHWEST FREEWAY STE. 1050 HOUSTON, TX 77074 Sheob TEL.: (713) 636-9977 FAX : (281) 888-9872 CEL.: (713) 204-1742 TBPE REGISTRATION # F-3394 DRAWN BY: E.V. CHECKED BY: MM PROJ. NO.: PE14-148 1'-9" 20'-1 4" 29'-5y" 0 0 PROPEOSED SECOND FLOOR PLAN SCALE: 1/4"= 1'-0" lZU]MUM: EXISTING COLUMNS - — - : EXISTING BEAMS DB DROP BEAMS 1Y4" GRATING Llhx11ixY4" GALVANIZE ALL AROUND W/ 2-'h"0xO'-4" WELDED HEADED STUDS EA. SIDE CONTRACTOR TO VERIFY PIT DIMENSIONS FROM SUPPLIER SUMP PIT MAY BE RELOCATED TO ANY CORNER AT CONTRACTOR'S OPTION. OBTAIN ARCHITECTURE'S PRIOR APPROVAL 2t_p" _ --�-- 3-#4 x -� EA. WAY 1 t—O• — it—On 8" 2'-8" 70, ELEVATOR SUMP PIT DETAILS TS6x6x)g" i i RECESS BASE PLATES RECESS BASE PLATES 3 V ® ELEVATOR 3 V 0 ELEVATOR I #5 HORIZ. --I I ( 0 12" O.C. EA. FACE #5 ®12" VERT. 1t -O" EACH FACE RE: ARCH. • 1_12 CLR. 11ix3h CONT. • KEYWAY W/ CONT. WATER STOP SLOPE TO DRAIN (rn'•) �n I ( o • • T— — — 0 12" EA. WAY �-�—SUMP PIT I---------) BEYOND n3 SECTION: AT ELEVATOR HOLE FOR VO ANCH BOLTS x 21" LO PLA' 1 "x15'x1; HOLE FOR VO ANCHC BOLTS x 21" LON TS10"x10"Or PLAT 1"x20"x20 TS10"x10" 31 " 9A 2Y°I BASE PLATE TYPEW SCALE Of = 12" i'—ig" BASE PLATE TYPE 'C' SCALE 1)' - 12" 0 HOLE FOR VO ANCHOR BOLTS x 21" LONG TS10"x10" - PLATE 1"x14"x18" 11i" CONT. SLAB SEAT (rn'•) i #3x'F ® 15 O.C. i a a n 00 it -on COMPACTED SELECT BACKFILL 10 MIL POLY VAPOR BARRIER DRILLED PIER RE: PLAN & SCHED. 11-6m 12" 2" .. 1'-2" 2" 0 BASE PLATE TYPE 'B' SCALE Or = 12" TYPICAL BASE PLATES BUILDINGS INSPECTIONS PEBRIDGES MARINE STRUCTURES CIVIL ENGINEERING & STRUCTURAL ENGINEERING PARAMOUNT ENGINEERING LLC 7322 SOUTHWEST FREEWAY STE. 1050 HOUSTON, TX 77074 TEL.: (713) 636-9977 FAX : (281) 888-9872 CEL : (713) 204-1742 TBPE REGISTRATION # F-3394 DRAWN BY: E.V. CHECKED BY: MM PROD. NO.: PE14-148 o 0- J J cLO 11100 p o Z � � m N (h X 00 O� O N� � 0 O = PROJECT NO.: 1 DATE: ISSUE: REVISIONS: DRAWN BY: II PRINTED ON: OWNERSHIP OF DOCUINTS THIS DOCUMENT AND THE IDEAS AN[� DESIGNS INCORPORATED HEREIN, AS AX 1-STRl-CTMENT OF PROFESSIONAL SERVICE, ]S THE PROPERTI' OF HC ARCHITECT, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY OTHER PROJECT WITHOLT THE WRITTEN ALTHORIZATION OF HC ARCHITECT & ASSOCIATES. II 2 00 I co C �J 53'-1" 1'-9" I 20'-131A" I 29'-5y" �1�_g" 7'-3• 12'-10%" I 1 1.1 2 PROPOSED EXISTING ROOF PLAN SCALE: 1/4"= 1'-0" 29'-5y" LEGENDS: FI] : EXISTING COLUMNS — - - — - - — : EXISTING BEAMS ERECTION BOLTS F.P. F.P. SEE NOTE BELOW --�SHEAR CARRIED BY PLATES BACKING BAR NOTE:- ALL BOLTED SHEAR C0NNEC11ON IN LIEU OF WELDED CONNECTION IS ACCEPTABLE 1 ) DETAIL: TYP. BEAM TO BEAM MOMENT C0NNEC110N m IIt CD I e W12 & W14 3 -7 8'0 i 4' I 25 10 W16 rz I I ( I i I i 13 5/160 1/2" 48 15 W18 5 -7 8'0 5/16' 5/810 69 12 1 W21 6 -7/8-0 5/16- 5/8m 90 11 1 1Q 10 1 � x N ! r3 9 1 W24 N to 3/4' 109 t 8 1 W27, W30 ;n 5/16" 1 3/4" 1 128 C I I z• 7 1 N W33 9 -7 8'0 1 5/160 1 3/4' 1 147 Lu 6 2 W36 110 -7 8'0 1 5/16" 1 3M 1 166 5 2 I I 4 2 3 2 DN 2 I I I 1 W18x35 I I ! I I 30" DEEP WOOD TRUSS ® 24" O.C. i j� 1 1 I 1 m I I c0 I I I �I 000 EnZ• F xl i Wi6x26 I ! N I / 30" DEEP WOOD TRUSS 0 24" O.C. I I I N \ m• N � \ co CD I Z t0 N. I W ! ( P / I i 2x1 W16x26 %W6x6 I EXIST. COLUMN ( ) I W12x16 I I I I I N � x x d N ELEVATOR I i 1 .. F0_1i rk W12x16 i c, I �- �1�_g" 7'-3• 12'-10%" I 1 1.1 2 PROPOSED EXISTING ROOF PLAN SCALE: 1/4"= 1'-0" 29'-5y" LEGENDS: FI] : EXISTING COLUMNS — - - — - - — : EXISTING BEAMS ERECTION BOLTS F.P. F.P. SEE NOTE BELOW --�SHEAR CARRIED BY PLATES BACKING BAR NOTE:- ALL BOLTED SHEAR C0NNEC11ON IN LIEU OF WELDED CONNECTION IS ACCEPTABLE 1 ) DETAIL: TYP. BEAM TO BEAM MOMENT C0NNEC110N SCHED. I r- 1 1/2" +i- 1 1/2- FACE/BM. /2'FACE/BM. WEB R 'die (A36) 1'L 13/4" SEE SCHED. BEAM TO BEAM (TYP.) BEAM SIZE m 1,� v 1► e W12 & W14 3 -7 8'0 i 4' 1/2' SCHED. I r- 1 1/2" +i- 1 1/2- FACE/BM. /2'FACE/BM. WEB R 'die (A36) 1'L 13/4" SEE SCHED. BEAM TO BEAM (TYP.) BEAM SIZE NO. OF BOLTS A325 -X (STD) WELD SIZE 'W PLATE THK. ';is' MAXIMUM ASD REACTION (K) AXIAL FORCE [P] IN KIPS W12 & W14 3 -7 8'0 i 4' 1/2' 25 10 W16 4 -7/800 5/160 1/2" 48 15 W18 5 -7 8'0 5/16' 5/810 69 20 W21 6 -7/8-0 5/16- 5/8m 90 25 W24 7 -7 8'0 5/16' 3/4' 109 30 W27, W30 8 -7/8"0 1 5/16" 1 3/4" 1 128 1 35 W33 9 -7 8'0 1 5/160 1 3/4' 1 147 1 40 W36 110 -7 8'0 1 5/16" 1 3M 1 166 1 50 NOTES: 1. COLUMN IN NON -MOMENT RESISTING FRAME (GRAVITY COLUMN) L 3) DETAIL: TYP. BEAM TO COLUMN SHEAR CONNECTION fE 5/8"x13'x13" -3/4"0 A325 N PLAN BEAM SIZE NO. OF BOLTS A325 -X (STD) R 'me' THICKNESS WELD 'W' MAXIMUM ASD REACTION (K) W8 L' 2-3/4"0 3/8' i 4" 12 W10 2-7/8'0 3/8" 1 1/4' 12 Wit 3 3/8' 1/4" 25 W14 3 4A" 1/4' 25 W16 [' 4 3/8" 114o 48 W18 5 W21 (I 6 1/0 1 le 90 NOTE: 1. ALL !S TO BE LARGER OF SCHEDULED WELD OR AISC MIN. CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS, AND COORDINATE DETAILS WITH ARCHITECTURAL DRAWINGS. ALL DIMENSIONS & ELEVATION ON ARCHITECTURAL DRAWINGS SHALL GOVERN. IT IS CONTRACTOR'S RESPONSIBILITY TO 4 DETAIL: TYP. STUB COLUMN TO BEAM CONNECTI N REPORT TO ENGINEER ABOUT DISCREPANCY IN DRAWINGS PRIOR TO FABRICATION & BIDDING. I BUILDINGS BRIDGES INSPECTIONS MARINE STRUCTURES PE CIVIL ENGINEERING & STRUCTURAL ENGINEERING PARAMOUNT ENGINEERING LLC 7322 SOUTHWEST FREEWAY STE. 1050 HOUSTON, TX 77074 TEL (713) 636-9977 FAX : (281) 888-9872 CEL.: (713) 204-1742 > �p Jul TBPE REGISTRATION # F-3394 DRAWN BY: E.V. CHECKED BY: MM PROJ. NO.: PE14-148 V) c r) N Lo CO U > �p Jul r� �tR co zo 68 W N NCO M F > X CO n F O O o o �r = L PROJECT NO.: 1 DATE: ISSUE: REVISIONS: DRAWN BY: PRINTED ON: OWNERSHIP OF DOCUMENTS THIS D0CUMENT AND THE IDEA I ND DESIGNS INCORPORATED HEREIN, AS ANI{{{���{{{'STRCCTMEM OF PROFESSIONAL SERVICE, IS TF iE PROPERT\' OF HC ARCHITECT, AND IS NOT T BE USED IN WHOLE OR PART FOR ANY OTHEIi� PROJECT WITHOUT THE WRITTEN ALTHORIZATION OF HC ARCHITECT & ASSOCIATES. l' c c co PROJECT NO.: 1 DATE: ISSUE: REVISIONS: DRAWN BY: PRINTED ON: OWNERSHIP OF DOCUMENTS THIS D0CUMENT AND THE IDEA I ND DESIGNS INCORPORATED HEREIN, AS ANI{{{���{{{'STRCCTMEM OF PROFESSIONAL SERVICE, IS TF iE PROPERT\' OF HC ARCHITECT, AND IS NOT T BE USED IN WHOLE OR PART FOR ANY OTHEIi� PROJECT WITHOUT THE WRITTEN ALTHORIZATION OF HC ARCHITECT & ASSOCIATES. l' 53'-1" 4 R 0 co C Q_ PROPOSED 3RD FLOOR FRAMING PLAN PLAN NOTES: 0 AXIAL FORCE [P] IN KIPS SCALE: 1/4"= 1'-0" 3 —7 8'0 1. PROVIDE MINIMUM 4" BEARING OF JOISTS AND OFFSET 4. CONTRACTOR TO INSTALL DEFLECTION CLIPS AT STUD LEGENDS: JOISTS ON BEAM IF REQUIRED TO ARCHIVE 4" BEARING. WALLS TO ABSORB MAX. DEFLECTION OF 1Y" FROM FLOOR 15 W18 5 —7/64 5/16 FRAMING. 20 W21 2. PROVIDE 3 ROWS OF BRIDGING AT EQUAL SPACING IN 5/8' 90 0 : STUB COLUMNS - — - : X -BRACE EACH BAY. 5. ALL STEEL SHALL BE 50 KSI MATERIAL. TS6x6x)g" 3. FOR ALL SLAB OPENINGS & PENETRATIONS, REFER TO M.C. : MOMENT CONNECTION MECHANICAL & HVAC DRAWINGS. SLAB OPENINGS ARE NOT SHOWN ON THIS PLAN. 4� T.O. 3RD FLOOR L 'ELE. RE: ARCH j W.W.F. 6x6—W2.9xW2.9 PROVIDE MIN. 4" JOIST BEARING. OFFSET JOIST AT BEAM IF REQUIRED. L3x3x1/4 BRACE AT EA. ALT. JOIST 4" ( 3" CONC. & 1.0 C22 DECK) BEAM RE: PLAN 1) SECTION: TYP. JOIST CONNECTION AT 3RD FLOOR BEAM I CONC. WALL PANEL i I I Ilk _2ND FLOOR _ I zi ' ELEV. +16'-4" o L4"x4"x )(6" CONT. (TYP) _ •d NO. OF BOLTS A325—X (STD) WELD SIZE 'W 'fis' 0 AXIAL FORCE [P] IN KIPS 0 3 —7 8'0 0 1/20 25 • W16 • 5/16 CONNECTION DETAILS RE: SCHEDULE BEAM (RE: PLAN) COLUMN TS1Ox10 JOIST RE: PLAN 4" ( 3" CONC. & 1.0 C22 DECK) W.W.F. 6x6—W2.9xW2.9 0 BEAM (RE: PLAN) OSECTION: TYP. BEAM TO COLUMN CONNECTION AT 3RD FLOOR m IM U �— � U ,—P 'mot, e SCHED. L4"x4"0is" CONT. BEAM RE: PLAN 1.3x3x1/4 BRACE AT EA. ALT. JOIST 2 ) SECTION: TYP. SLAB EDGE BEAM SIZE NO. OF BOLTS A325—X (STD) WELD SIZE 'W 'fis' PLATE THK. MAXIMUM ASD REACTION (K) AXIAL FORCE [P] IN KIPS W12 & W14 3 —7 8'0 1/4- 1/20 25 10 W16 4 —7 8'0 5/16 1/2" 48 15 W18 5 —7/64 5/16 5/80 69 20 W21 6 —7/8-0 5/16m 5/8' 90 25 NOTES: 1. COLUMN IN NON—MOMENT RESISTING FRAME (GRAVITY COLUMN) 40 DETAIL: TYP. BEAM TO COLUMN SHEAR CONNECTI�I T.O. 3RD FLOOR A ELE. RE: AR— CH JOIST RE: PLAN BUILDINGS BRIDGES INSPECTIONS E MARINE STRUCTURES LP CIVIL ENGINEERING & STRUCTURAL ENGINEERING PARAMOUNT ENGINEERING LLC 7322 SOUTHWEST FREEWAY STE. 1050 HOUSTON, TX 77074 TEL.: (713) 636-9977 FAX : (281) 888-9872 CEL.: (713) 204-1742 TBPE REGISTRATION # F-3394 DRAWN BY: E.V. CHECKED BY: MM PROD. NO.: PE14-148 xl � N co m M 0 o zN- � LU M m 3 ° co O T 0 Lo , c Nt w 0 0 ,q, z C. �q PV » PROJECT NO.: 1364 DATE: ISSUE: REVISIONS: DRAWN BY: I) PRINTED ON: OWNERSHIP OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGN INCORPORATED HEREIN, AS .4N INSTRUC MEJ OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HC ARCHITECT, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AL?HORIZATION',OF HC ARCHITECT & ASSOCIATES. 0 9 C� I 24'-1 y4" nel nt PROPOSED 3RD FLOOR CANOPY PLAN SCALE: 1/4"= 1'-0" 53'-1" 25'-5y" LEGENDS: O STUB COLUMNS TS6x6x)g" - — - . X -BRACE MIN. JOIST SEAT BEARING 3' (TYP.)---\ OFFSET JOIST IF REQUIRED .L T.O.ROOF SLOPE RE: PLAN BAR JOIST \`L2 RE: PLAN - x2x1 /4 BEAM BRACE AT RE: PLAN EA. ALT. JOIST I ) SECTION: JOIST TO BEAM CONNECTION AT ROOF Z m � v = U O � (A36) I _ I , SCHED. I1!1644 WELDED TO COLUMN OFFSET JOIST ON BEAM FOR MIN. 4" BEARING 'E TO MATCH THE EXISTING II EX ED I CONNECTION DETAILS OT1"0 ORD RE: SCHEDULE I i I I WELDED TO BAR JOIST RE: PLAN BEAM LCOLUMN RE: PLAN 2 ) SECTION: JOIST TO COLUMN CONNECTION AT ROOF BEAM SIZE NO. OF BOLTS A325 -X (STD) WELD SIZE 'W 'his' PLATE THK. MAXIMUM ASD REACTION (K) AXIAL FORCE [P] IN KIPS W12 & W14 3 -7 8'0 1/4' 1/2' 25 10 W16 4 -7/8-0 5/16- 1/2w 48 15 W18 5 -7 8'0 C -D - o z -- 1 69 CD �n 0 0 m m N 3 v C.D Z C9 C3 r ce m MIN. JOIST SEAT BEARING 3' (TYP.)---\ OFFSET JOIST IF REQUIRED .L T.O.ROOF SLOPE RE: PLAN BAR JOIST \`L2 RE: PLAN - x2x1 /4 BEAM BRACE AT RE: PLAN EA. ALT. JOIST I ) SECTION: JOIST TO BEAM CONNECTION AT ROOF Z m � v = U O � (A36) I _ I , SCHED. I1!1644 WELDED TO COLUMN OFFSET JOIST ON BEAM FOR MIN. 4" BEARING 'E TO MATCH THE EXISTING II EX ED I CONNECTION DETAILS OT1"0 ORD RE: SCHEDULE I i I I WELDED TO BAR JOIST RE: PLAN BEAM LCOLUMN RE: PLAN 2 ) SECTION: JOIST TO COLUMN CONNECTION AT ROOF BEAM SIZE NO. OF BOLTS A325 -X (STD) WELD SIZE 'W 'his' PLATE THK. MAXIMUM ASD REACTION (K) AXIAL FORCE [P] IN KIPS W12 & W14 3 -7 8'0 1/4' 1/2' 25 10 W16 4 -7/8-0 5/16- 1/2w 48 15 W18 5 -7 8'0 1 5/16' 1 5/8" 1 69 1 20 NOTES: 1. COLUMN IN NON -MOMENT RESISTING FRAME (GRAVITY COLUMN) 3 DETAIL: TYP. BEAM TO COLUMN SHEAR CONNECTION PLAN NOTES: 1. DESIGN BRIDGING FOR MAX. NET UPLIFT PRESSURE OF 25 PSF. 2. REFER TO ARCHITECTURAL ROOF PLAN DRAWINGS FOR TOP OFF STEEL (BOTTOM OF DECK) ELEVATIONS. 3. REFER TO ARCHITECTURAL PLANS FOR ALL ROOF SLOPES & ELEVATIONS. 4. ALL STEEL SHALL BE 50 KSI MATERIAL. CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS, AND COORDINATE DETAILS WITH ARCHITECTURAL DRAWINGS. ALL DIMENSIONS & ELEVA11ON ON ARCHITECTURAL DRAWINGS SHALL GOVERN. IT IS CONTRACTOR'S RESPONSIBILITY', TO REPORT TO ENGINEER ABOUT DISCREPANCY IN DRAWINGS PRIOR TO FABRICATION & BIDDING. I'' BUILDINGS BRIDGES INSPECTIONS MARINE STRUCTURES E CIVIL ENGINEERING & STRUCTURAL ENGINEERING PARAMOUNT ENGINEERING LLC 7322 SOUTHWEST FREEWAY STE. 1050 HOUSTON, TX 77074 TEL.: (713) 636-9977 FAX : (281) 888-9872 CEL.: (713) 204-1742 TBPE REGISTRATION # F-3394 DRAWN BY: E.V. I CHECKED BY: :MM PROD. NO.: PE14-148 6 a I 1 1 14' w E- p o N 0 J Lr) 10 m U) O z L0 UJ CQ N M H X 00 o� x p N zLo a 00 o ° xt_ CL PROJECT NO.: DATE: ISSUE: REVISIONS: DRAWN BY: I) PRINTED ON: OWNERSHIP OF DOCUMENTS 11 THIS DOCCNEN I' AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUM. IE\ OF PROFESSIONAL SERVICE, IS THE PkOPERn OF HC ARCHITECT, AND IS NOT TO BEti SED IN WHOLE OR PART FOR ANY OTHER PROJECT WITHOLT THE WRITTEN AUTHORIZATION OF HC ARCHITECT & ASSOCIATES. :i. 'A. A. GENERAL STRUCTURAL NOTES C. CONCRETE 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL, 1. CONCRETE IN THE FOLLOWING AREAS SHALL HAVE NATURAL SAND FINE AGGREGATE 7322 SOUTHWEST FREEWAY STE. 1050 BUILDING CODE, 2006 EDITION, WITH AMENDMENTS. TEL : (713) 636-9977 AND NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM C33p TYPE 1 2. THE DESIGN GRAVITY LOADS ARE AS FOLLOWS : TBPE REGISTRATION # F-3394 PORTLAND CEMENT CONFORMING TO ASTM C150, AND SHALL HAVE THE FOLLOWING DRAWN BY: E.V. CHECKED BY: MM COMPRESSIVE STRENGTH (fc') AT 28 DAYS. PROD. NO.: PE14-148 .......... SUPERIMPOSED DEAD LOADS .... MECHANICAL AND ELECTRICAL ......... 4 PSF DRILLED FOOTINGS ....................... 3,500 PSI METAL ROOF .................... 3 PSF GRADE BEAMS & PILASTER .................. 4,000 PSI SPRINKLER SYSTEMS" 3 PSF SLABS ON GRADE ........................ 3,500 PSI " " " " " " ' METAL DECK SLAB . . . . . . . . . . . . . . . . . . . . . . . . 3,500 PSI LIVE LOADS .................................. . ROOF .........................20 PSF 2. FLY ASH WAY BE USED AS A POZZOLAN TO REPLACE A PORTION OF THE PORTLAND WIND LOAD ..................... 110 MPH WITH CEMENT IN A CONCRETE MIX, SUBJECT TO THE APPROVAL OF THE STRUCTURAL 3 SEC. GUST, EXP. B ENGINEER. FLY ASH, WHEN USED, SHALL CONFORM TO ASTM C618, TYPE C OR F. 3RD FLOORS ................... 100 PSF CONCRETE MIXES USING FLY ASH SHALL BE PROPORTIONED TO ACCOUNT FOR HALLWAY & BALCONIES ................ 100 PSF THE PROPERTIES OF THE SPECIFIC FLY ASH USED AND TO ACCOUNT FOR THE STAIRCASES ..................... 100 PSF SPECIFIC PROPERTIES OF THE FLY ASH CONCRETE THUS RESULTING. THE RATIO 3. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE OF THE AMOUNT OF THE FLY ASH TO THE TOTAL AMOUNT OF FLY ASH AND CEMENT RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL IN THE MIX SHALL NOTE EXCEED 25 PERCENT. NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE FLY ASH SHALL NOT BE USED IN LOAD-BEARING TILT -UP WALL PANELS. STRUCTURE AT ALL STAGES OF CONSTRUCTION. 4. STRUCTURAL MEMBERS HAVE BEEN LOCATED AND DESIGNED TO ACCOMMODATE 3. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL CONFORM THE MECHANICAL EQUIPMENT AND OPENINGS SPECIFIED BY THE MECHANICAL TO THE RECOMMENDATIONS OF ACI 315 " DETAIL AND DETAILING OF CONCRETE CONSULTANT. ANY SUBSTITUTIONS RESULTING IN REVISIONS TO THE STRUCTURE REINFORCEMENT " AND ACI SP -66 "DETAILING MANUAL". PLACING OF REINFORCING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH BARS SHALL CONFORM TO THE RECOMMENDATIONS OF ACI 315R " MANUAL OF THE STRUCTURAL ENGINEER. ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES " 5. THE GENERAL CONTRACTOR AND SUB -CONTRACTOR SHALL DETERMINE THE SCOPE AND CRSI "MANUAL OF STANDARD PRACTICE". OF THE STRUCTURAL WORK FROM THE CONTRACT DOCUMENTS TAKEN AS A WHOLE. 4. GROUT FOR BASE PLATES SHALL BE NONSHRINKABLE, NONMETALLIC CONFORMING TO THE STRUCTURAL DRAWINGS SHALL NOT BE CONSIDERED SEPARATELY FOR ASTM C827, AND SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF PURPOSES OF BIDDING THE STRUCTURAL WORK. DUE CONSIDERATION SHALL BE 5,000 PSI. PREGROUTING BASE PLATES WILL NOT BE PERMITTED. GIVEN TO OTHER STRUCTURAL WORK OR WORK RELATED TO THE STRUCTURE, INCLUDING NECESSARY COORDINATION DESCRIBED OR IMPLIED BY THE 5. GROUND GRANULATED BLAST -FURNACE SLAG MAY BE USED AS A POZZOLAN TO ARCHITECTURAL AND MECHANICAL DRAWINGS. REPLACE A PORTION OF THE PORTLAND CEMENT IN A CONCRETE MIX, SUBJECT TO 6. WRITTEN PERMISSION MUST BE OBTAINED FROM PARAMOUNT ENGINEERING THE APPROVAL OF THE STRUCTURAL ENGINEER. GROUND GRANULATED BLAST -FURNACE PRIOR TO THE REPRODUCTIVE USE OF THE STRUCTURAL CONTRACT DOCUMENTS WHEN USED, SHALL CONFORM TO ASTM C989. CONCRETE MIXES USING GROUND IN ANY FASHION AS STRUCTURAL SHOP DRAWING DOCUMENTS. GRANULATED BLAST -FURNACE SLAG SHALL BE PROPORTIONED TO ACCOUNT FOR THE PROPERTIES OF THE SPECIFIC GROUND GRANULATED BLAST -FURNACE SLAG TO THE 7. SCALES NOTED ON THE DRAWINGS ARE FOR GENERAL INFORMATION ONLY. NO TOTAL AMOUNT OF GROUND GRANULATED BLAST -FURNACE SLAB AND CEMENT IN THE DIMENSIONAL INFORMATION SHALL BE OBTAINED BY DIRECT SCALING OF DRAWINGS. MIX SHALL NOT EXCEED 40 PERCENT. 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL RESULTING 6. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI 381. REVISIONS TO THE STRUCTURAL SYSTEM AS A RESULT OF ACCEPTANCE OF CONTRACTOR PROPOSED ALTERNATIVES OR SUBSTITUTIONS. 7. MINIMUM CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS 9. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT FOLLOWS : (SEE ACI 318 SECTION 7.7 FOR CONDITIONS NOT NOTED) DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND FOOTINGS ............................ 3 • INCHES PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN GRADE BEAMS ............................... . INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR TOP ..............................1 -1./2 -INCHES DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR BOARD FORMED SIDES 2 INCHES REINFORCEMENT, UNLESS NOTED OTHERWISE. THE LOCATION OF SLEEVES OR EARTH FORMED SIDES .................... 3 INCHES OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE STRUCTURAL BOTTOM 3 • INCHES ENGINEER FOR REVIEW. COLUMNS ............................ . 1-1/2 INCHES 10. ALL NON -PRIMARY STRUCTURAL ELEMENTS SUCH AS STAIRS, RAILINGS, METAL BEAMS...............................1--1/2 INCHES STUDS, STOREFRONTS, MULLIONS, ETC. SHALL BE DESIGNED BY A REGISTERED STRUCTURAL SLABS ........................3/4 INCHES ENGINEER TO MEET THE MINIMUM REQUIREMENTS OF THE LOCAL BUILDING CODES. SLABS ON METAL FORMS ................... 3/4 INCHES (TOP) SUBMIT CALCULATIONS AND SHOP DRAWINGS WITH A SIGNED SEAL OF THE WALLS BELOW GRADE (BACKFILLED SIDE) . _ ...... 2 INCHES RESPONSIBLE REGISTERED ENGINEER FOR THE LOCAL JURISDICTION. WALLS BELOW GRADE (NO REFILL) ............. 3/4 INCHES PAN FORMED JOISTS ..::::..::::::::::::::: 3/4 INCHES B. FOUNDATION AND SLAB ON GRADE COMPOSITE TOPPING .. .. 3/4 INCHES (TOP) 1. THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON A REPORT PROVIDE STANDARD BAR CHAIRS AND SPACES AS REQUIRED TO MAINTAIN PREPARED BY THE ARM SOIL TESTING, HOUSTON, TEXAS, REPORT NUMBER ??????? CONCRETE PROTECTION SPECIFIED. DATED ???????? 8. CONCRETE REINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE 60. THE CONTRACTOR SHALL PERFORM EXCAVATIONS, FOOTING CONSTRUCTION, AND REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT PREPARATION OF THE SUBGRADE UNDER THE SLAB ON GRADE IN ACCORDANCE UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR REVIEWED BY THE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT AND STRUCTURAL ENGINEER. THE PROJECT SPECIFICATIONS. 9. WELDING OF REINFORCEMENT BARS, WHEN ACCEPTED BY THE STRUCTURAL 2. THE FOUNDATION FOR THE STRUCTURES HAS BEEN DESIGNED FOR THE FOLLOWING ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.4. ALLOWABLE SOIL BEARING PRESSURES AT A BEARING DEPTH OF TWELVE ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL (??) FEET. BELOW EXISTING GRADE CONFORM TO ASTM A233, CLASS E90XX. DEAD LOAD PLUS SUSTAINED LIVE LOAD........ ???? PSF 10. REINFORCEMENT DESIGNED AS "CONTINUOUS" SHALL LAP 36 BAR DIAMETERS AT TOTAL LOAD ..................... ???? PSF SPLICES UNLESS NOTED OTHERWISE. REINFORCEMENT BAR SPLICES IN GRADE BEAMS SHALL BE LOCATED AT THE CENTERLINE OF SUPPORTS FOR BOTTOM BARS AND 3. DRILLED PIERS SHALL BE EXCAVATED, CLEANED, REINFORCED AND CONCRETE AT MIDSPAN FOR TOP BARS. PROVIDE STANDARD ACI HOOKS FOR TOP AND PLACED ON THE SAME DAY. DRILLED PIERS WITH LESS THAN 2'-0" CLEAR BOTTOM BARS AT DISCONTINUOUS ENDS OF ALL GRADE BEAMS. BETWEEN BELLS OR SHAFTS SHALL BE EXCAVATED AND CONCRETE PLACED A MINIMUM OF 24 HOURS APART. IF BELLS CAN NOT BE FORMED WITHOUT CAVING 11. HORIZONTAL FOOTING AND HORIZONTAL WALL REINFORCEMENT SHALL BE OF THE SOIL, THE ARCHITECT, STRUCTURAL ENGINEER AND GEOTECHNICAL CONTINUOUS AND SHALL HAVE 90 -DEGREE BENDS AND EXTENSIONS, OR CORNER ENGINEER SHALL BE NOTIFIED BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. BARS OF EQUIVALENT SIZE LAPPED 36 BAR DIAMETERS, AT CORNERS AND 4. TEMPORARY STEEL CASING MAY BE REQUIRED DURING THE INSTALLATION OF INTERSECTIONS. DRILLED PIERS (SEE GEOTECHNICAL REPORT). THE CONTRACTOR SHALL PROVIDE 12. HORIZONTAL JOINTS WILL NOT BE PERMITTED IN CONCRETE CONSTRUCTION A UNIT PRICE FOR THE USE OF STEEL CASING AS A SEPARATE ITEM IN THE EXCEPT AS SHOWN ON THE CONTRACT DOCUMENTS. VERTICAL JOINTS SHALL CONTRACT. OCCUR AT CENTER OF SPANS AT LOCATIONS REVIEWED BY THE STRUCTURAL 5. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM 13. CONSTRUCTION JOINTS BETWEEN PIERS AND PIER CAPS. FOOTINGS AND WALLS OR THOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE REPORTED TO THE COLUMNS, OR WALLS, COLUMNS, BEAMS AND THE FLOOR SYSTEM THEY SUPPORT ARCHITECT, STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER BEFORE SHALL BE PREPARED BY ROUGHENING THE CONTACT SURFACE TO A FULL FURTHER CONSTRUCTION IS ATTEMPTED. AMPLITUDE OF APPROXIMATELY 1/4 INCH LEAVING THE CONTACT SURFACE CLEAN 6. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER AND FREE OF LAITANCE. 24 HOURS PRIOR TO PLACEMENT OF CONCRETE IN THE FOOTINGS. 14. PROVIDE 2-N0. 4 REINFORCEMENT BARS x 4'-0" AT RE-ENTRANT CORNERS OF 7. SLAB ON GRADE SHALL BE UNDERLAID BY A MINIMUM OF 2 INCHES OF SAND. SLAB ON GRADE AT POUR STRIPS AND COLUMN BLOCKOUTS. PLACE BARS PRIOR TO PLACING THE SAND, THE FLOOR SUBGRADE SHALL BE PROPERLY CENTERED IN THE SLAB AND DIAGONAL TO THE CORNER WITH 1" CLEARANCE FROM COMPACTED,PROOFROLLED, FREE OF STANDING WATER, MUD AND FROZEN SOIL. THE SLAB AT THE CORNER. BEFORE PLACEMENT OF THE CONCRETE, A VAPOR BARRIER SHALL BE PLACED ON TOP OF THE GRANULAR MATERIAL. D. STRUCTURAL STEEL 8. SUBGRADE UNDER SLABS ON FILL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF TWENTY (20) AND SHALL BE PREPARED, PLACED AND COMPACTED IN ACCORDANCE 1. STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A572 GRADE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT. 50 WITH SPECIAL REQUIREMENTS PER AISC TECHNICAL BULLETIN #3, DATED MARCH 9. SLABS ON GRADE SHALL HAVE CONSTRUCTION JOINTS OR CRACK CONTROL JOINTS 1997 (ASTM A992). OTHER STEEL SHAPES, PLATES, ANGLES AND CHANNELS SHALL AT EACH COLUMN LINE IN EACH DIRECTION. PROVIDE ADDITIONAL JOINTS WITH A CONFORM TO ASTM A36. BUILT-UP STEEL PER ASTM A570 GR50 OR ASTM A572 GR50. MAXIMUM SPACING NOT TO EXCEED 36 TIMES THE SLAB THICKNESS. ARRANGE 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B. MILL TEST JOINTS SUCH THAT PANEL LENGTH TO WIDTH RATIOS DOES NOT EXCEED 1.5. REPORTS FOR THE STEEL PIPE SHALL BE SUBMITTED FOR REVIEW. PROVIDE 3/4" DIAMETER x 1'-4" SMOOTH DOWELS AT 12 INCHES ON CENTER AT 3. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B. SLAB ON GRADE CONSTRUCTION JOINTS. FOR SLABS REINFORCED WITH REINFORCING BARS OR WELDED WIRE FABRIC SUPPLIED IN FLAT SHEETS PROVIDE 4. ANCHOR BOLTS AND COLUMN CAP PLATE BOLTS SHALL CONFORM TO ASTM A307, STANDARD CORROSION RESISTANT HIGH -CHAIRS WITH SAND BEARING PLATED TO UNLESS NOTED OTHERWISE MAINTAIN THE REINFORCEMENT AT OR ABOVE THE MID -DEPTH OF THE SLAB. 10. WHERE THE SLAB IS TO RECEIVE SENSITIVE ARCHITECTURAL FLOOR FINISHES, SUCH AS CERAMIC TILE, ALL JOINTS IN THE SLAB CONSTRUCTION SHALL BE PLACED TO ALIGN WITH JOINTS IN THE FINISHED MATERIAL. 5. CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL BE HIGH STRENGTH BOLTS WHICH MEET OR EXCEED THE REQUIREMENTS OF ASTM A325, TYPE N, I, OR F. BOLTS SHALL BE DESIGNED AS BEARING TYPE BOLTS, EXCEPT AS NOTED. BOLTS IS SHALL BE INSTALLED IN ACCORDANCE WITH THE "SNUG TIGHT" CONDITION AS OUTLINED IN THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". BOLTS SHALL HAVE A HARDENED WASHER PLACED UNDER THE ELEMENT TO BE TIGHTENED. BOLTS IN BRACING CONNECTIONS, MOMENT CONNECTIONS OR OTHER CONNECTIONS NOTED ON THE DRAWINGS SHALL BE CONSIDERED TO BE "SLIP CRITICAL" BOLTS, AND SHALL BE DESIGNED AS FRICTION TYPE BOLTS. FRICTION TYPE CONNECTIONS SHALL BE TIGHTENED BY THE USE OF THE TURN -OF -THE -NUT METHOD OR THE USE OF LOAD INDICATING TYPE BOLTS, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. STRUCTURAL STEEL DETAILING. FABRICATION AND ERECTION SHALL CONFORM TO THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". FOR THIS PROJECT PARAGRAPH 4.2.1 OF THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" IS HEREBY MODIFIED BY DELETION OF THE FOLLOWING SENTENCE : "THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGNED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS". 7. TYPICAL CONNECTION DETAILS ARE INDICATED ON THE DRAWINGS. THE FABRICATOR SHALL PREPARE THE SHOP DRAWINGS FOR THE PROJECT BASED ON THIS CONNECTION DESIGN INFORMATION. IF ALTERNATE CONNECTION DESIGNS ARE USED, THE FABRICATOR SHALL HACE A REGISTERED PROFESSIONAL ENGINEER PREPARE THE CONNECTION DESIGNS. SUCH DESIGNS SHALL BE SUBMITTED WITH THE SHOP DRAWINGS AND SHALL BEAR THE SEAL OF THIS RESPONSIBLE PROFESSIONAL ENGINEER. THE FABRICATOR IS RESPONSIBLE FOR THE SELECTION, DESIGN AND DETAILING OF ALL CONNECTIONS NOT FULLY DETAILED ON THE CONTRACT DRAWINGS. CONNECTIONS SHALL BE DESIGNED AND DETAILED IN ACCORDANCE WITH THE AISC "MANUAL OF STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN", NINTH EDITION. TABLE II AND TABLE III OF PART 4 SHOULD BE USED. THE END REACTION OF THE CONNECTED BEAM SHALL BE DETERMINED FROM PART 2 "ALLOWABLE LOADS ON BEAMS" FOR THE MEMBER SIZE AND SPAN INDICATED, UNLESS A DESIGN REACTION IS INDICATED ON THE PLANS. IN NO CASE SHALL THE END REACTION BE TAKEN AS LESS THAN 12.0 KIPS. 8. PRIOR TO DETAILING CONNECTIONS FOR STRUCTURAL STEEL, THE STEEL FABRICATOR SHALL SUBMIT FOR APPROVAL REPRESENTATIVE DETAILS AND CALCULATIONS FOR EACH TYPE OF STRUCTURAL STEEL CONNECTION TO BE UTILIZED. AFTER APPROVAL, THE CONNECTIONS MAY BE INCORPORATED INTO THE SHOP DRAWINGS, ALONG WITH A TABLE OF DESIGN CAPACITIES FOR THE RANGE OF CONNECTIONS TO BE USED. 9. OPEN WEB STEEL JOISTS AND BRIDGING FOR JOISTS SHALL CONFORM TO THE STEEL JOIST INSTITUTE "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS". ERECTION LAYOUT, CALCULATIONS, DETAILS, AND ANY OTHER INFORMATION DEEMED NECESSARY BY THE ENGINEER SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. TOP CHORDS SHALL BE ANGLES OR TEES. JOISTS SHALL BE WELDED TO SUPPORTING STEEL MEMBERS. WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH STEEL BEAMS OR JOIST GIRDERS, THE JOIST AT THE COLUMN LINE SHALL BE BOLTED TO SUPPORTING, MEMBERS DURING ERECTION. BRIDGING SHALL BE CONTINUOUS THROUGH OPEN WEB STEELJOIST AND BE ANCHORED TO SPANDREL MEMBERS. PROVIDE DIAGONAL BRIDuING- WITH BOLTED CONNECTIONS AT CHORDS AND INTERSECTIONS WHERE REQUIRED _BY SJi. CAMBER ALL JOISTS THE AMOUNT RECOMMENDED BY THE SJI. OPEN WEB STEEL JOISTS MARKED "SPECIAL" OR "SP" SHALL BE DESIGNED BY THE JOIST MANUFACTURER TO SUPPORT THE DEAD AND LIVE UNIFORM AND CONCENTRATED LOADS AND/OR NET UPLIFT LOADS NOTED IN THE DRAWINGS. 10. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.1 ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO AWS A5.1 OR AWS A5.5, CLASS ETOXX, LOW HYDROGEN. 11.' SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE CONTRACT DOCUMENTS IS PROHIBITED- WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLICE AND CONNECTION TO BE MADE. 12. THE CONTRACTOR SHALL NOTIFY ARCHITECT & STRUCTURAL ENGINEER OF ANY MISFABRICATED STRUCTURAL STEEL PRIOR TO ERECTION OF SAME. 13. PENETRATIONS SHALL NOT BE CUT IN STRUCTURAL STEEL MEMBERS UNLESS SO INDICATED IN THE DRAWINGS OR AS REVIESED BY THE ENGINEER. 14. HEADED CONCRETE ANCHORS SHALL BE NELSON OR KSM HEADED CONCRETE ANCHORS (OR ACCEPTABLE EQUAL), AND SHALL CONFORM TO ASTM A108, GRADES C-1010 THROUGH C-1020. ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE STUD WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN ACCORDANCE WITH .RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY OR THE KSM WELDING SYSTEMS COMPANY. 15. DEFORMED BAR ANCHORS (D.B.A.) SHALL BE NELSON OR KSM DEFORMED BAR ANCHORS (OR ACCEPTABLE EQUAL). AND SHALL BE MADE FROM COLD DRAWN WIRE PER ASTM A496 CONFORMING TO ASTM A108 WITH A MINIMUM YIELD STRENGTH OF 70 KSI. ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY OR THE KSM WELDING SYSTEMS COMPANY. 16. BEAMS SHALL BE CAMBERED UPWARD WHERE SHOWN ON THE CONTRACT DOCUMENTS. WHERE NO UPWARD CAMBER IS INDICATED, ANY MILL CAMBER SHALL BE DETAILED UPWARD IN THE BEAMS. STEEL DECK: 1. DESIGN, FABRICATION AND ERECTION OF METAL DECK TO THE STEEL DECK INSTITUTE "CODE OF RECOMMENDED AND BASIC DESIGN SPECIFICATION", LATEST EDITION. 2. WELDED MATERIALS AND PROCEDURES SHALL BE MAI BURNING OF HOLES IN THE DECK. WELDS SHALL CONFORI PATTERNS USING STANDARD WELDED WASHERS, WHERE R MEMBERS. M.0MEI*lELOFAIt4E�9dh4 SIDE LAP AND (TWO IIWEV T -SP SEAMH:CTION MODULUS. . . . . . . 1.111 IN 3/FT. MINIMWRLDEJRTHE2". MAX. AT. THE .PERIMMR.INCH (N1 USE "PI"CRUTFA5FEMERGRAAPPMVONff@U0E DECK PANEL SEAMS. FLOOR DECK. . . . . . . . . . . GAGE: 20 MOMEN IES: INERTIA.... _ . 0�()W ag 4/FT. SECTION MODULUS. . . . . . . 0.167 IN 3/FT. MINIMUM DEPTHS. . . . . . . . 1.0 INCH (NOMI USE "VULCRAFT 1.0020 OR APPROVED EQUAL TALL BE CONFORMED ANDARD PRACTICE TO ENSURE AGAINST TO THE FOLLOWING !UIRED, AT SUPPORTING A INAL) PAN AT PANEL 3. MAJOR OPENINGS ARE SHOWN ON THE DRAWINGS. ALL OPENINGS LARGER THAN 12" SQUARE OR ROUND, SHALL HAVE STRUCTURAL STEEL FRAMING AROUND OPENINGS FOR DECK SUPPORT. BUILDINGS BRIDGES INSPECTIONS MARINE STRUCTURES CIVIL ENGINEERING & IPE STRUCTURAL ENGINEERING PARAMOUNT ENGINEERING LLC 7322 SOUTHWEST FREEWAY STE. 1050 HOUSTON, TX 77074 TEL : (713) 636-9977 FAX : (281) 888-9872 CEL : (713) 204-1742 TBPE REGISTRATION # F-3394 DRAWN BY: E.V. CHECKED BY: MM PROD. NO.: PE14-148 Lo C14 C14 00 > co'r�, --1 tf) �O! Ci to 0 ^,,I ch o ^IN z L0ir-.� W ,� N'',. M 3 a x 00,1 0 J E 3 0 D Rx 0o o �,, o = If P Cd A cd m a) c W co M PROJECT NO.: 1384 DATE: ISSUE: REVISIONS: DRAWN BY: PRINTED ON: OWNERSHIP OF DOC,! MENTS THIS DOCUMENT AND THE IDEAS IAND DESIGNS INCORPORATED HEREIN, AS AN INSTRCCTME]"I OF PROFESSIONAL SERVICE, IS TEE PROPER -11- OF HC ARCHITECT, AND IS NOT T BE ti SED I\ WHOLE OR PART FOR ANY OTHE� PROTECT WITHOLT THE WRITTEN ALTHO ZATION OF HC ARCHITECT & ASSOCIATES. II Sheet: