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RES2006-03544, 06-3545
ou o 0 PTMA u 3pilo Date: 7/18/2007 Inspection Comments for Finals Permit Year: 6 Permit Number: 3544 Address: 2449 NEWARK CIR Insp. Inspection Type Code Description p. status Inspection Result Comments B100 BLDG, FOUNDATION -SLAB IC January 16, 2007 10:25:46 AM kwolfe. B100 BLDG, FOUNDATION -SLAB IC Fred called and cancelled - will call back in B100 BLDG, FOUNDATION -SLAB IC Form Survey Submitted B100 BLDG, FOUNDATION -SLAB IC Slab Ground Installed B115 BLDG, FRAMING IC 02/27/2007 11:39 AM RH PDA B115 BLDG, FRAMING. IC Need proper framing for 16" min. at back door and bay 13115 BLDG, FRAMING IC window area on prints. Tighten all anchors. Need joist 13115 BLDG, FRAMING IC hanger above arch by back door. Tape seal all exterior 13115 BLDG, FRAMING IC oints. Page 1 WF0855617 / 001 City of College Station PAGE 1 Y% REQ. DATE: 12/08/06 '' i 12/08/06 15:19:56 LOCATION: 2449 NEWARK CIR LOC ID: 200978 REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN REQ. USER: GLSOUTH AUTH. USER: GLSOUTH WORK TYPE: ROUT SWR 4" WTR 3/411 ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/08/06 SCHED COMPLETION: 12/08/06 JOB ORDER RESULT COMMENTS APPLICATION FOR BUILDING PERMIT DATE: l� TRROCREG CITY OF COLLEGE STATION 1101 TEXAS AVENUE APPLICATION # 2 J J .. COLLEGE STATION, TX 77840 TEMP POLE # Q-ri Oi' C0LU.Q. STA`no.\, (979) 764-3570 (979) 764-3496 FAX n'*W.X&C xkpmzm 6 a WWW.CSTX.GOV ADDRESS/LOCATIONLL,'���L��-- LOT -BLOCK _i SUBDIVISION BUSINESS/OWNER NAME: 9dtnj6S PHONE: L;RQQ O 655* CONTRACTOR/HOMEOWNER: (�LASS �G �� d i.SPHONE: :8 i_V1 j -4q:b09 If CONTRACTOR ADDRESS: P6. J1N(__ n TA X _ (xJ1_5_ ELECTRICIAN: HVAC: PLUMBER: _ GOOD CENTS (Residerniat only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION * SLAB ONLY DUPLEX (Landscape Plans REMODEURENOVATION* SWIMMING POOL Required) DESCRIPTION OF WORK: STRUCTURE USE: HOMEOWNER ASSOCIATIONIARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: yES TEXAS ACCESSIBILITY STANDARD (TA�OJECT REGISTRATION# EABPRJ NI VA UATION: 6C-) 1 h TOTAL AREA: 3-G HEATED AREA: (Cost of Labor and Materials) PUBLIC SEWER SEPTic[TREATMENT SYSTEM SEWER TAP: 14 WATER TAP: -IZE 3 11 SIZE THER TAP: SIZE TEMP POLE GARAGE TYPE: SINGLE ATTACHED NUMBER OF BEDROOMS: _ 4 NUMBER OF BATHROOMS: z t INTERIOR WALL TYPE: wwk) EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: DOUBLE --t TRIPLE CARPORT +� 0 SIGNATURE OF APPLICANT: r;Ia if proposed work involves new coml nstr on or farad ements/renovations 'to an existing commercial property, building elevations are required. Official Use Only / _ Z 9 --0 6 Comments:: _ or NO P Plans Examiner Zoning Official 6 wr,f — EA s!'Mt'eytW f-6 v J4A oal Energy Code Compliance Information % Glazing of exterior walls W Insulation R value of exterior walls fn sulation" P, value of ceiling1 flat areas g I � — Insulation R value of ceiling 2 (vaulted areas/no attic) ��� Glazing SHGC _ �2 Glazing U-Factor R value of ductwork .AJC SEER Rating PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# 0 6 _ 3 5- BUILDING ADDRESS: I. Foundation Requirements NA/OK A. Concrete minimum fc of 3000 PSI B. Minimum four 4 inch slab thickness C. Vapor barrier 6 mil. Poly min. D. Slab/beam or pier layout shown 1. Footings/beams are continuous over the length and width of foundation 2. Footings 30" exterior, 24" interior unless over 60' Ion 3. Spacing of beams does not exceed 15' E. Reinforcement details to meet minimum requirements 1. Slab reinforcement 2. Exterior beam reinforcement 3. Interior beam reinforcement 4. Masonry fireplace foundation reinforcement F. Wood foundation details indicated NA/OK II. Framing: Floor, Wall, Ceiling and Roof Requirements NA/OK A. Girder or sill dimensions, grade & species B. Floor joist size, spacing, grade & direction of span indicted on plans C. Treated sill plate or bottom plate D. Tenant separation in duplex NA/OK 1. One -hour rated extending to roof deck NA/OK E. Header sizes indicated on plans F. Emergency bedroom egress 1. Exit direct to outside 2. O enable window a. Twenty 20 inch clear width by twenty-four 24 inch clear height b. Maximum sill height of forty-four 44 inches above finished floor G. O enable bathroom window required when mechanical ventilation is not provided H. Stud grade andspacing I. Exterior wall details 1. Exterior wall covering indicated on plans 2. Sheathing indicated on plans 3. Moisture barrier indicated on plans J. Roof framing Ian or elevation shown K. Ceiling joist size, spacing, rade and direction of span indicated on plans L. Attic access location and size indicated on plans M. N. O. P. Span exceeding code tables must be engineered Rafter size and spacing and purlin bracing indicated. Roof covering used. Indicate Wall Bracing Used for Lateral Bracing PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX II. Framing: Floor, Wall, Ceiling and Roof Requirements continued NA/OK P. All girders & beams for support of floors, walls, ceiling & roofs must have the size, grade & location indicated on plans Q. Tempered Glass required in all hazardous locations S. T. 18" Overhang allowed on zero lot line construction, perforated soffit allowed. Protected openings on walls < three feet from property line NA/OK lll. Stairway Requirements NA/OK A. Stairway Details 1. Maximum riser height 7-3/4 inches 2. Minimum tread width 10 inches 3. Stairway risers are uniform 3/8" diff. max. 4. Stairway width not less than 36 inches 5. Stairway headroom not less that six ft. eight 6-8 B. Winder details 1. Treads a minimum of six 6 inches on narrow edge 2. Treads a minimum often (10) inches at a distance of twelve (12) inches from the narrow edge C. Spiral stairway details 1. Riser height less than nine and one-half 9-1/2 inches 2. Treads a minimum of seven and one-half (7-1/2) inches at a distance of twelve (12) inches from the narrow edge 3. Stairway width not less than thirty-six inches above handrail 4. Headroom required not less than six ft six 6-6 inches 5. All treads must be identical D. Guards/handrail details 1. Guards required when a porch, deck, balcony or landing is thirty (30) inches above grade or finished floor 2. Handrails are required on stairways located four or more risers above floor/grade 3. Handrails must be thirty-four to thirty-eight (34-38) inches when measured from the leading edge of the tread 4. Handrails must not project more than four & one-half (4-1/2) inches into width of a stairwa 5. Guards must be a minimum of thirty-six 36 inches above finished floor 6. Guards & handrails along open-side(s) of stairway must have intermediate railing or uprights that prevent the passage of a four (4) inch sphere IV. Fireplace Requirements to be indicated onplans) NA/OK A. Hearth extensions 1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward 2. Fireplace opening > 6 s . ft. extensions: 12" side & 20" forward B. Masonry fireplace requires 2" clearance from all combustible materials C. Chimneys must extend at least three (3) feet higher than the highest point where it projects through the roof of a building & at least two (2) feet higher than any portion of the building within ten (10) feet horizontal PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX V. Electrical Service Requirements NA/OK A. Electrical plan to include: 1. Electrical fixtures & switches indicated 2. Smoke detector locations indicated as required 3. GFI circuits indicated where required 4. Arc fault protection for bedroom circuits 5. Panel location VI. Plumbing Requirements NA/OK A. Pressure reducing valve required when water pressure exceeds 80 psi B. Plumbing access to bathtubs C. Means for thermal expansion provided when required D. Water heaters elevated 18" when installed in the garage or room directly off garage VII. Mechanical Requirements NA/OK A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to outside excludes ductless units B. Attic installed H.V.A.C. requirements: 1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment must be provided 2. Attic access located within 20 feet of equipment C. Combustion air supplied for gas appliances when required) VIII. Energy Requirements NA/OK A. Compliance software worksheet MECcheck submitted, or B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc. Zoning Ordinance Requirements — Ordinance 850 NA/OK Permitted use for district Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements NA/OK Maximum drive width for residence is 25' combined for circular 12' minimum Minimum 20 feet from driveway to side(intersecting) street Driveway access to lesser street for corner lots Subdivision Regulations — Ordinance 690 NA/OK Approved subdivision Plat filed Flood lain Regulations — Ordinance 1301 NA/OK Does not block any water course or divert any flow Elevation certificate needed NA/OK PLANS EXAMINER DATE Engineering LLC October 11, 2006 Classic Century Homes 5001 Hwy. 287 South Arlington, TX 76017 401 S. CLAY STREET, ENNIS, TX 75119 The following post -tensioned foundation plans are herein authorized for construction at the address and legal description shown below. Lot Blk Subdivision Address CSC, County State 1 2 Castle Gate 2449 Newark Circle College Station Brazos TX A site specific soils report was not provided. The foundation has been designed based on the following soils conditions. Soils Laboratory Brazos County USDA Soils Survey Allowable Bearing Pressure P.I. 1200 psf 36 The foundation design is in accordance with the applicable provisions of the International Building Code 2000/2003 Edition, the International Residential Code 2000/2003 Edition, the Design and Construction of Post - Tensioned Slabs -on -Ground, Second Edition, 1996 by the Post -Tensioned Institute, applicable provisions of the Building Research Advisory Board (BRAB) Publication 33, and accepted engineering practice. If you have any questions, please call me at 972-878-3647. PTF1006044 Sincerely, A.G. (Tony) Medina Registered Professional Engineer PHONE: 972.878.ENGR (3647) • FAX: 972.875.1398 • E-MAIL: info@txfoundations.com L 77.65' 71 10' P.U.E 00 ----------- 1 �' L 1 _ - I I � I I . I I I I I I I I I I I I I IW I ONE STORY I I SINGLE FAMILY I I a o Q l BRICK RESIDENCE PLAN # 2355 - - 52'-0" I 16-0" 114-'-6 I 1/32" I I I I 25'-0" I I I I 18' CONC. I I I I DRIVEWAY I I I I I 14'-0" o o 5 P.U. 15c) 57.5' 2449 NEWARK CIRCLE LOT 1 BLOCK 2 SECTION 5, PHASE 1 CASTLE GATE COLLEGE STATION, BRAZOS CO. TX DOUBLE 1 3'x5' DL IAMULLED ROWLOCK W/3'x1'6" AR TR TO SURROUND WINDOWS 2-3'x5' DL 1/IMULLED W/6'x3' AR TR PROVIDE STEEL LINTELS AT ALL MASONARY OPENINGS AS REQUIRED ®® flu 99 2-3'x5' DL ]/]MULLED 3'x 1'6" AR TR W/6'x3' AR TR PLAN# 2355 ADDRESS 2449 NEWARK CR LOT 1 BLK 2 SUBDIVISION CASTLE GATE lassic Century Homes BRICK QUOINS W V PROJECTION 52'0" 23- 7" 28- 5" L 1) 13'6" 13' 0" 3' 0" 9'5" L 101, 3 3- 0- x 5, 0" YO" 5- 0" - ----------------------- 8'CLG ----------------------------- \z NOTE: 1) SHADED WALLS rO 2" x 6" FOR PLUMBING 2) ALL HEADER HE GHTSTO BE 6' 10" UNLESS OTHERWISE NOT ED 3) PROVIDE TEMPS ED GRASS WHERE NEEDED Y6�' 5-7' MSTR SUITE W 8'- 9'CLG 3'0" x S. 01, 3- 0.. x S. 01. ------------------ -------------- 8'CLG PORCH CD 8'CLG @ J r, 6- 5' 7„ P g) = DINING 3 '0"" 6 01, T01. 0" 3'0"x 60" 2' 0" 2-8- 8'CLG u 3. 0" T2" 6' 7" 3' 8" 5 8" o 14' 1 v�i it BDRM 2 FAMILY 0 ;0, 8'CLG 10'CLG O M KITCHEN REF Ifflo, 2 8" ---------- -------- P 1 1*3 . 8" 3- 8', 8'6" 214" 66 14 4" 2'8'�, ill. 6 r- u I DINING —in 2- 8" fir u TO" 2' 8" 2., r ENTRY R 3' 8 4' 1 0" 12' 4" 10 CLl IO'CLG 7'9" �2- 4" 3' 8" JEN 0— fir o BDRM3 BDRM 4 3- 3- 8' CLG iv 8'CLG 9'CLG PORCF 2' 8" 110, Cl O'Cl G C) I A= 5 - - - - - - 1 ---------- GARAGE SEE ELEVATIONS F=()f;Z 8'CLG WINDOWS SIZE AND LOCATION Footage o Living 2355 c1l PL kN # 2355 Gj- Garage 551 DDI XIS NEWARK CR sic Porch 130 LOT .2441) Centuly Total 3036 I r I Homi LK 12 SUBDIVI ION ' CAS5TLE GATE -kin H— 0--hip Aff. 11 3' 6" [ 14' 10" 3-6" 13'2" 12'0" 1, 510 1 1 21' 10" 52' 0" LEFT ELEVATION REAR ELEVATION PLAN# 2355 la sic ADDRESS 2449 NEWARK CT LOT 1 Century HLK Homes SUBDIVISION CASTLE GATE M+^lomrgnrMpnpraar NOTE:1) Foundation anchor bolts at 6'0" o.c. as per 2000 IRC sec. R403.1.6 2) All framing and structural design to meet 90 m.p.h. wind criteria as per sec. R301.2.1 and table R301.2(4) 2000 IRC code. 3) All lower sole plate to be Pressure treated as per sec. R323. All fasteners to be hot dipped galv. steel, stainless steel, silicon bronze or coper only as per sec. R323.3 4) Provide hand rails on all stairs/steps with a minimum of 2 risers as per sec. R315. (min. stair tread 10": max. riser 7 3/4" sec. R314.2) 5) Masonary veneer anchorage of 24" horizontal and 18" vertical as per sec. R703.7.4.1 and weep holes at a maximum of 33" o.c. as per sec. R703.7.6. 8' CLG l� 8' CLGI" IF V -------------------------- MSTR SUITE 8'-9'CLG BLOCKS WIRE FOR FAr ONLY BDRM 2 8' CLG II II BDRM 3 8' CLG 0 FAMILY 9' CLG ------------------------------------------------------------------------- NOTE: 1) Lighting on stair to conect from'switch @ top to light mounted on wall @ middle of stairs to switch @ bottom of stairs per sec R303.4 2) Smoke detectors will be hard wired in series v�/ battery backup power as per sec. R317 3) Provide 110 outlet & light nearHVAC unit for service with switch. PORCH 8' CLG DINING -------- .... ... .... 8' CCLLG 7r I I m II I (V KITCHEN REF dt DINING ENTRY 9' CLG___ BDRM 4, 9' CLG ' II ' 8' CLG UPLIGHTS ELECTRICAL COUNT SYMBOL ceiling fan spotlights 1 2 double spotlight 2 W fluorescent fixture 1 single spotlight 6 g vanity bar light 3 0 0 0 0 0 fan 3 light 19 outlet 34 outlet 220v 1 8 outlet gfi 14 & smoke detector 6 switch 29 g switch 3 way 7 g J' ULG O—iso I ACCM ------------------- CIL GARAGE; e 8' CLG x PLAN# 2355 ELECTRICAL PLAN lassie ADDRESS LOT Centut y BLK Homes SUBDIVISION MWnINw O. ,iAlp ADwl14 In'MIEAl11m AIR 9ARRIEt nasnms y la'"... RIS aAn mIUlAT1UN ID•OYPSUM OOA0.0 xxa ear mM MTE GATT A'MANUN NR ta' OF R W p wFAnlEa nmrtcnutxrr:c — AU.TALOMIUS I•A R SPME I"5117111N0 AIRaARIUER -STUDsQlI.— RII RAn MulAT0.xN m'SInElAOCx Aral—RRaIIE I' M SPACE In•SNFA M AIR amoA hx s1UD$,1Aa•".,. RIIRATTI. S TATWN 1?ARLTROrx _YI PnITUM MIE TREIIIL UY PLYWOOD SHEATHING W. "H" CLIPS MIN. 2"XS" RAFTERS o 24" .... BATT INSULATION CONTINUOUS AIR VENT BAFFLES -24' O.C. END AT RIDGE TO BE INSTALLED SO THAT AIR FLOW IS NOT RESTRICTED WOOD FASCIA TYPICALILUURSYSTIAL W'TacsUURUUR Taus sPACTNc AND naalass IYI PEDEiERAI1NTD BY ENGRIEER INruloR cuuNo rtNwl Btx'R n, Ann' TOUNOFR90E IATD tNST ATa Tran EVFAY ItDaRICR A190nOM1 I80.Tg60.c" N �tR 4 ALLRLARUIMw—TLUCXN ES. al � ; � aRE1N1URCM1! mVtll ULIENIINEUtlY mcuTtn 6°R ROOF SOFFIT MATERIAL TYPICAL BRICK EXTERIOR WALL FACE BRICK I' AIR SPACE In. SHEATHING 2"N4" STUDS a IS" .... BATT INSULATION . CITY OF LOCKHART in' SHEETROCK TYPICAL ROOF OVERHANG DETAIL TYPICAL WALL DETAILS SNMaxES crAlrollas AQ vENI 9AFTIFS g xa• nc A1RFATRIWetTO9EXTLa FD SDTRAT AIR nna� u Nor aFslalrrtA —.InaA1nERtgxa•OL NN" ClPLYRVp0SIIFATN010 R rLklt SOFFIT a/EQUALLY SPA= Vm @roc TyP1CAL2. BRICK axrLju0R IYALL WETALA " MB0.xS Tlat I•Aa3PArE In•R Aar BALwrtaasIr OF 10311An RIIBAPaW-ATION Ii$IIEEIROCx i_ A@I.IJR BIAaN 06Tnwll W 1 SS'SNFET0.0[x MPrAL aRIQ TIES I•AIRSPALE 1/13s 1111Nc M eARum za snms g la•°c RIl9An INSNAIbN 1I:•SNEEIRO[k ALLs A—ETeaMTap mcs. 'I ° .� aRUNlDx(TAIEMTUBEULTWUNCUaI' u+r4NEEA TOP VIEW ,b �. CHIMNEY CAP U 2X4BAND --- —1 ,' 2X4 FRAM G — — NI MEMBER SIDE VIEW NOTE: 1) Foundation anchor bolls at 60" o.c. as per 20001RC sec. R403.1.6 2) All framing and structural design to meet 90 m.p.h. wind criteria as per Sec. R301.2.1 and table R301.2(4) 2003 IRC code. 3) All lower sole plate to be Pressure treated as per see. R323. All fasteners to be hot dipped gals, steel, stainless steel, silicon bronze or toper only as per sec. R323.3 4) Provide hand rails on all stairs/steps with a minimum of 2 risers as per ' sec. R315. (min. stair tread 10": max. riser 7 3/4" sec. R314.2) 5) Masonry veneer anchorage of 24" horizontal and 18" vertical as sPu per sec. R703.7A.I and weep holes Not ate maximum of 33" O.c. as per IIANURAIL I IN' Mm. sec. R703.7.6. SZ """""". To 2 W M..AX. "12"" .. a ------------------------------ In O p IN. TREAT � U U Qo � x`z Ec x STAIR DETAIL IRC 2003 21411 1 10' 0" MIN. CHIMNEY CAP 2X4 BAND I I 1 I 2X4 FRAMING I I MEMBER I W I I ^ FYp...t 1 OSB I � I I 1 SIDING I I M SIIALL .fr0.LTURNENUSTO M0Q H su nO 18" FLOOR SYSTEM ;�(�3)2x 12 STRINGERS F 5/8" TYPE DRYWALL x UNDER STAIR STRINGERS v4 U HANDRAIL Q 34"-38" MAX. FIRST FLOOR Z O � ---N--— — — — — —— �� 18551C 0 Century Homers Moking Hon,eON,nersh p AJ/'Drdahlr Area Calculator: ©� Window Name mulled 7 Assembly Type .. per■IMEINS ® , NIS INS m� �M■�■����� �M■�■����� . m� �M■ME �■����� ®� �M■ME �■����� m� �M■M■����� �MIME■����� ®� 10/10/0616:35:28 2,09 �4&jc G e- Window Area Total: 251.06 1/1 Area Calculator: ME Door Name 3'front door Assembly Type Elm Comments/ Description UPPIUMT.TJ MITT door MINE NO ■m■ ME Ems ��■�■ IN INS ■m■ ■■MIN �� ON ■M■����� ®_� ■ms ON MINSIM INS � ME MIN ON mom,' = �M■�■����� ■ IMENIS�� Im MINSIM ®Im ��■�■IM INS ®� ��■�■IM NEI ®� 11M ■�ISMISsons smimsgsm� � 10/10/0616:35:28 Door Area Total:, 55.56 1/1 SIMPSON LSTA21 OR FRONT VIEW CS20 (ATTACH TO FRAMING ON OPPOSITE SIMPSON LSTA21 OR SIDES OF SHEATHING) CS20 (ATTACH TO FRONT VIEW TYPICAL BOTH SIDES FRAMING ON OPPOSITE 3" GRID PATTERN 8d '160 MIN. OF OPENING. SIDES OF SHEATHING) HEADER CLEAR llu COMMON NAILS TO TYPICAL BOTH SIDES SPAN ACROSS TTERN 8d RID ANAILS HEADER OF OPENING. COMMON TO TOP PLATE TO ::: is HEADER HEADER - 2 ROWS OF 16d SINKERS, 3"O.C. �• �. SPAN ACROSS • �• •� • • ' ' J' i TOP PLATE TO 3" O.C. NAILING IN ALL xX HEADER - 2 ROWS OF 16d SINKERS, 3"O.C. FRAMING -STUDS, Q BLOCKS, TOP PLATE, 0 X AND BEHIND THE a STHD10 HOLDDOWN 0 r 3" O.C. NAILING IN ALL km FRAMING -STUDS, 3 BOTTOM PLATE BLOCKS, TOP PLATE, TYPICAL AND BEHIND THE — STHD10 HOLDDOWN F 5/8" ANCHOR BOLT �_ g EMBEDDED 7" MIN. ` `� ° TYPICAL 2- SIMPSON HTT18 EACH SIDE -TYPICAL •` 2- SIMPSON STHD14 5/8" ANCHOR BOLT TOM EACH SIDE - TYPICAL 3 BP ATE EMBEDDED 7" MIN. TYPICAL TYPICAL ALTERN=ATE W 1--STORY 16" MIN r._l__z_S.T0RY---J611 MND TYPICAL BOTH SIDES HEADER CLEAR - SPAN ACROSS '_8 MIN. 3/8" WOOD STRUCTURAL PANEL SHEATHING (SINGLE SIDED FOR 1 STORY.) EDGE NAIL 8D COMMON, 6" O.C. (1 STORY) FIELD NAIL 8D COMMON, 12" O.C. 0 2 - z" ANCHOR BOLTS EMBEDDED 7" MIN. (1 STORY) !s 1800 LB HOLDOWN ONE-STORY STRUCTURES CAN USE SIMPSON HTT16, PHD2, HDU2, OR STHD10 HOLDOWNS. ALTERNATE: - 1•-STORY- 2'-8" MIN.; TYPICAL BOTH SIDES - - - t FRONT VIEW HEADER CLEAR SPAN ACROSS U4 MIN. 3/8" WOOD STRUCTURAL PANEL SHEATHING (SINGLE SIDED FOR 1 STORY.) EDGE NAIL 8D COMMON, 6" O.C. (1 STORY) FIELD NAIL 8D COMMON, 12" O.C. 2 - 2" ANCHOR BOLTS EMBEDDED 7" MIN. (1 STORY) u4 EMBEDDED IN CONCRETE @ SLAB POUR -TYPICAL TYPICAL BOTH SIDES 1-STORY - 2'-8" MIN., 1 �SxOTTOM PLATE ANDP AND / m/ INTEfiVENING STUDS.TYP. / I TYP. I. LESS THAN I V-& I. LESS THAN 2B-0" I, LESS THAN 26-W HLAH FRONT RIGHT LEFT 3V0900 l dM9 FRONT REAR ' �•• : 42 : •'•VIE . • l UJ • J 0. .09 00 r V may• •.G � J W W W m Z O = ,, Q = o - -idp < z o z O�Qm zm Q 2 Z w Z NZz LL se U Lo¢ U CL M i" <g w 0 i W m V C J O m U O 0 y T O 04 w O $ �o e a d d m Lii � a U R m O a o a W W Or y O 2 m J L11 8 > (L L\ m ` Q s CD z�� 0 N N 5) ' W J j( LU I LL a m Q W BRICKLEDGE POST -TENSION STRANDS SLAB STRAND WHEN APPUCABLE WHEN INDICATED WHERE APPLICABLE —KVI ON PLAN, TYPICAL TOP VI 1 # 3 REBAR WITH 2'-0" BRICKLEDGE POST TENSION STRANDS 1 BENT @ 45° TYP. @ &I ~ �;� � °?, WHEN APPLICABLE WHEN INDICATED �� ON PLAN, TYPICAL ALL CORNERS z a: NOTE: IT IS IMPORTANT TO CUSHION a O " USE THIS DETAIL WHEN ° O o CHAIR SAND' �' III cc CHAIR ro A; THERE IS A 4' OR LESS SLOPE IN THE FOUNDATION FOOT PRINT AREA. TO DRAPE BEAM STRAND VAPOR #4 BARS } CHAIR INSURE THAT SETTLEMENT FORM BOARD SLAB 2- #5 BARS WHEN INDICATED RETARDER SEE PLAN FOR @ 12° O.C. N �•' ; a ) B� DOES NOT OCCUR, THE #4 HAIRPIN STRAND "S° STRAND ON PLAN, TYPICALACH WAY STRAND 2' X 3" X 2 6° 6° WHEN Al DETAIL TYPICAL F.P.FENS ONS LBEA THE PERIMETER ANCHOR IS SPECIFIED �� �� = ° 4. PENETRATEUNDISTURBED NOTE: ONLYA7 DETAIL HAS DETAIL'A II tt �� `= '� SOIL GRADE EDSOILA STEEL ON BOTTOM AS SHOWNOR Al DETAIL E �.;.:. END VIEW N Zv 2- #4 BARS VERTICALLY SLAB STRANDS BRICKLEDGE SPACED @ 12" O.C. AS WHERE APPLICABLE WHEN APPLICABLE 1- #4 BACK UP BAR REQUIRED PER BEAM 'BS° STRAND z #4 BARS @ 12.O.C.E.W. #4 VERTICAL DEPTH STANDARD ANCHOR SUPPORTS HAIRPIN DETAIL ' : ,, m SLAB STRAND DEEPEN BEAM - WHEN SPECIFIED "2-BS" DETAIL N� DETAIL ' a CHAIR HAIR BEAM STRAND SLAB STRAND a *{--,``I—I POCKET FORMER STRIP SHEATHING 1° 2- #5 BARS. WHERE APPLICABLE 1° DIA. HOLE WHEN Bt DETAIL SEE PLAN BEAM STRAND VARIED POST TENSION STRANDS IN FORM @LIVE END IS SPECIFIED 3'-O" MAX. W AS SPECIFIED DROPPED 51"WHEN BRICKLEDGE 1- #4 BACK UP BAR BOARD n ii N ON PLAN, #4 BARS @ 12" O.C.E.W. DETAIL B BRICKLEDGE WHEN APPLICABLE NOTE ONLY81 DETAILW�S OR nBiu DETAIL "FI' f �a SLAB STRAND PLASTIC STEEL ON BOTTOM AS SHOWN 8 MATCH SHEATHING DROPPED IXCESS * BRICKLEDGE °D f •,e}L, STRAND TO 20d HE BESTRESSED AND CUT FORM BOARD BRICKLEDGE SLAB STRAND BRICKLEDGE 1- #4 BACK UP BAR z CHAIR CHAIR WHEN APPLICABLE WHERE APPLICABLE WHEN APPLICABLE DEAD END ANCHOR #4 BARS @ 12° O.C.E.W.:j. SLAB STRAND Amco k STRIP SHEATHING SLAB STRAND @ DEAD END DEAD END z DRAPE BEAM STRAND 11-01 OR BEAM STRAND ANCHOR d F 2- #4 BARS 5" WHEN INDICATED LESS AS SPECIFIED TOP VIEW ON PLAN, TYPICAL o w.� , : ' ��• i u u NOTE: END of CHAIR = ��� •- " ..,r',. DETAIL tt� IL D ETAI L M SHEATHING CABLE IS 3/4' • CHAIR god NAIL AWAY FROM DRAPE BEAM STRAND DROPPED BRICKLEDGE 1 MIN. FORM BOARD FORM BOARD. - #5 BARS WHEN INDICATED SEE PLAN SLAB STRANDS 2 HEN DETAIL ON PLAN, TYPICAL 3' MAX DRAPE BEAM STRAND FORM OARD WHEN INDICATED IS SPECIFIED ON PLAN, TYPICAL _ •� D ETAI L "C" it I I S STRAND As • � HAIR NOTE: ONLY Cl DETAIL HAS DETAIL G STEEL ON BOTTOM as SHOWN OR C 1 SHOWN ON PLAN n � •^n •.• ..:�,, :.. •• 77 • N 8zu cc 17 TIE WIRE BRICKLEDGE SLAB STRAND WHEN APPUCABLE SLAB STRAND WHERE APPUCABLE CHAIR LESS THAN 54" STANDARD DETAILS Z in ' , S`�'„�;o;w: ir'.'!'" y`�.• "BS"STRANDAS 2 x D TYPICAL SHOWN ON PLAN SLAB STRANDS 0 0 CHAIR #3 STAKES AS REQUIRED WHEN (2) 'BS° STRANDS ARE CHAIR CHAIR ' . STIRRUPS TO MAINTAIN A 3" SPECIFIED IN THE BEAM, WHEN SPECIFIED CLEARANCE FROM THE D=17OR LESS BOTTOM OF THE BEAM TIE "BS' STRANDS TOGETHER STIRRUPS • 54" MAX. SPACING AND INSTALL SIDE BY SIDE 3- #4 BARS TOP WHEN SPECIFIED 3- #4 BARS TOP S A SINGLE STRAND. '; `` y n �•;; W AND BOTTOM W INSTALL ANCHORS SIDE BY SIDE AND BOTTOM SEE'2-BS• DETAIL 1:6 SLDPE DETAIL tt ti II II II II D DETAIL H BEAM STRAND BS DETAIL STANDARD DROP DETAIL tt,09001d1d I NOTES: 2 SPACES a• 5SPACES Q 4'-6-t w w-Ivt 0JrHl3tJ (d 4'-Z-2 0 rn DIAGONAL CO � m A co U) 0) 0) 0) 9V31/8° (n m m o m % m m m (U (t S28 --- -- - -� - - I -- - B 27 jl 4 S28 I I I I A A 00 j j I S28 �D M a (�O u) fco (CD CCD (nD m fn U) N U) U) (coL__--___ I I I __JL___---_ Nil (D mS52 2-BS53 r-------- ---1 r---' -----1 - --1 --- - - r 1 II II I I D I ii i W II S54 j I I T DROP ISSg5455L----------JL-- L-----_JL---------JL-------- --��------ir----------ir-------- I II II II II I 5545----------�r--- S54 1 A B T I S54 `'' L----------JL--- II ------ L------JL- -------- JL---------J BS55 Es r-----------i r---- ------1------T r---------1 r-------- II I II 11 S54 d I II I II II II I I I II II 11 I rn � I II � II a I II II II 11 I II II II II II 41 S54 I 11'9° III 11'-s III 7 _s III 101� III 1 V-11 ° I I Ir ----------JL ---- I I I I ------JL------ L---------JL------ - 2 BS55 -------- ------------- I II II DROP jI II II II I S54 I II I II II II I DROPII I I II ZN II I I I II r II II 11 S54 II I I I II I I I I #4 I I I _ L - J LL L J-- --- S54 --- -- I II I BS55r A M I I ii o I S24 I I C +I I*ZLOPF I I I S24 I ii 1 L — — — — — — — _ _ J L _ _ _ — _ _ J BS25 I II I S24 Qa A ii I Ln I II I Ln I II I S24 I II I --- -� r- -- S24 25 O-STEEL REQUIRED. SEE DETAILS 1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION, ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDED A MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL. WHEN FOUNDATION SITE CONTAIINS FILL (MAX. V-01, THE DEEPEN BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. FOR SITES WHERE FILL IS GREATER THAN 3'-0', PLEASE CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS INTO THE DESIGN. 2. 3000 PSI, CONCRETE SLAB. 3. 4' OF CUSHION SAND UNDER CONCRETE SLAB IS RECOMMENDED. 4. PROVIDE A 6 MIL POLYETHYLENE MOISTURE RETARDER BENEATH SLAB AREA. 5. ALL STRANDS 1 /2' DIA. - 270 K. 6. THIS FOUNDATION DESIGN IS CONSIDERED INVALID UNLESS ACCOMPANIED BY A LETTER FROM AGTM ENGINEERING LLC AUTHORIZING ITS USE ON ASPECIFIC LOT & BLOCK, OR ADDRESS. 7. PLANS CAN BE REVERSED ON LOT AT BUILDERS DISCRETION. 8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY OWNER/GENERAL CONTRACTOR. 9. AT CONTRACTORS OPTION, LIVE END AND DEAD END REVERSAL IS PERMITTED. 10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. 11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE AROUND THE FOUNDATION SHALL BE 8' BELOW THE TOP OF THE FOUNDATION AND SLOPE AWAY FROM THE FOUNDATION A MINIMUM OF 3' IN 5'-0'. 12. VIBRATE CONCRETE Q ALL CABLE LOCATIONS ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED TO INSURE THAT A'BLOW-OUT,' DOES NOT OCCUR DURING CABLE STRESSING. 13. THE FOLLOWING SYMBOL INDICATES DROP IN FOUNDATION. THE AMOUNT OF DROP AND EXACT LOCATION IS TO BE DETERMINED BY PLAN OR AS c DIRECTED BY OWNER/CONTRACTOR. FOUNDATION: 1. THICKNESS 2. BEAM WIDTH 3. BEAM DEPTH 4. AREA 5. EST. CONCRETE CAUTION: IN THE EVENT THAT A CABLE PASSES THROUGH A PLUMBING OPENING. MOVE CABLE TO EDGE OF OPENING. CABLE SPACING CAN BE ADJUSTED, BUT IN NO EVENT CAN CABLE SPACING BE GREATER THAN V-W O.C. T = 4" W = 10" D= 28" = 3042 SQ. FT = 97 YRDS. CAUTION: VIBRATE ALL CABLE LIVE AND DEAD ENDS TO ENSURE MAX. DENSITY CONCRETE, ESPECIALLY AREAS WHERE MULTIPLE STRANDS COME TOGETHER Lu J :Cam V • :O : . f3. A. vies'°'•.: a : •'° ' e C O ljj W Q m 0 0=0 Zzt co - W U� ZUo W L0 P O CL Lor` , o m C O 0 0 Z Z w J LL Q U H Z O U ui CL z_ 00 Lu V Q 5 rA E 8 m N N V � n WW-- U. J Q W Nov 28 06 04:29p Toni Medina (972) 875-1398 fteAGM Engineering, LLC 401 S. CLAY STREET ovember 28, 2006 Attn: Terry City of College Station Inspection Department/Plan Review Subject: Classic Century Homes Brace Wall Panel Design Calculations for the following addresses: 1. 2441 Newark Circle 2. 2443 Newark Circle 3. 2447 Newark Circle 4. 2449 Newark Circle In all of the above plans, one or more of the Code 8 prescriptive methods were used. For these methods, calculations were not performed. Calculations are herein provided for the alternate braced wall panels used. The following lists the address and the alternate braced wall panels designated by panel width. Address 2441 Newark Circle 2443 Newark Circle 2447 Newark Circle 2449 Newark Circle Alternate Panel -Width 16" 16" and 2'8" 24" and 2' 8" 16" and 2' 8" For the above addresses there are 3 types of brace wall panels, 16", 24" and 2'8". The attached calculations are from a Brace Wall Panel Computer Program provided by Simpson Strong ties. Although the panels specified on the plans are not,Sirnpk.Qn wall, the theory, loads and calculations are the same for a given width. Please call if you have any questions. �Yy h' _Auk- 1 Sincerely, d 4 a A6EoINa � -r + A.G. (Tony) Medina Registered Professional Engineer P.S. The computer program references the IBC, as per the attached. The brace wall panels design are typical for both the IRC and the IBC. PHONE: 972.878.ENGR (3647) • FAX: 972.875.1398 • E-MAIL: info@txfoundations.com p.2 TX 75119 Nov 28 06 04:29p Tony Medina (972) 875-1398 , t p.3 C Newark Circle:) Line 1 Design criteria: ' IBC 2003 * 2500 psi concrete * Design V ASD - 800 lbs wind Alternate Basic or Basic Load combination selected wall solution: Model IType w IH IT IDesign shearluplift Axial Load (sill A.B. IEnd A.B. SW16x8x4 Iwood 116" 190" 14" I400 lb 12179 lb 1000 lb 2 - 5/8" 12-SSTB28 sw16x8x4 Iwood 16" 190" 14" 1400 lb 12179 lb 1000 lb 12 - S/8" 12-SSTB28 Actual shear & Drift Distribution: Model IAllow. v ID allow Ik IRR Iv dist Ishear check ID actual Sw16x8x4 11245 lb 10.42" 12964 10.50 400 lb 400 <- 1245 - YES 10.135" ..Sw16x8x4. 11245 lb 10.42" 12964 10.50 1400 lb 1400 <= 124S = YES 10.13S" 2 - Sw16x8x4 are OK along the same wall line Le end for Shear & Drift Distribution: Allow. v = Maximum allowable shear D allow - Drift at maximum allowable shear k = stiffness = Maximum allowable shear / Drift at maximum allowable shear RR - relative stiffness = k / sum k v dist = Distributed Design shear = Design shear X RR shear check verifies that the distributed shear is less than the allowable shear D actual = Drift at the distributed design shear Notes: * see current catalog for SSTB allowable loads and installation. using actual wall ht dimension (H), specify proper concrete curb height to attain overall header rough opening height above slab. * Allowable shears for 7 ft wood garage portal walls assume double portal values for an even number of wall segments. when the total number of wall segments is an odd number, one wall is assumed to have a single portal shear load capacity. uplift is reduced for axial load. However combined effect of axial and lateral forces on the wall is not considered. see Allowable vertical Loads at: www.strongtie.com/products/strongwall/allowable-vertical.html Disclaimer: It is the designer's responsibility to verify product suitability under applicable building codes. In order to verify code listed applications please refer to the appropriate product code reports at www.strongtie.com or contact Simpson Strong -Tie Co., Inc. at 1-800-999-5099. 1(0q so-er t o P 4 Nov 28 06 04:29p Tony Medina (972) 875-1398 p.4 C!443�Newark circleine 1 Design criteria: * Isc 2003 * 2500 psi concrete * Design v ASD - 800 lbs wind * Alternate Basic or Basic Load combination selected wall solution: Model IType (122).- IH IT Ieesign shearlupli.ft (Axial Load 1sill A.B. (End A.B. SW22x8x4 Iwood190". 14" 1800 lb 12367 lb 11000 lb 12 - 5/8" 12-SSTa28 shear & Drift values. Model (Allow. v ID actual (Shear check SW22x8x4 11995 lb 10.179" 1800 <= 199S = YES 1 - sw22x8x4 is 0K Le end: Allow. V = Maximum allowable shear D allow = Drift at maximum allowable shear shear check verifies that Design v ASD is less than the allowable shear Notes: * see current catalog for SSTB allowable loads and installation. * using actual wall ht dimension (H), specify proper concrete curb height to attain overall header rough opening height above slab. * Allowable shears for 7 ft wood garage portal walls assume double portal values for an even number of wall segments. When the total number of wall segments is an odd number, one wall is assumed to have a single portal shear load capacity. uplift is reduced for axial load. However combined effect of axial and lateral forces on the wall is not considered. see Allowable vertical Loads at: www.strongtie.com/products/strongwall/allowable_vertical.html Disclaimer: It is the designer's responsibility to verify product suitability under applicable building codes. In order to verify code listed applications please refer to the appro riate product code reports at www.strongtie.com or contact Simpson Strong -Tie co., Inc. at 1-800-999-5099. J24,4 [ k 6'� J., S A66:T- z ol:--- 4 Nov 28 06 04:30p Tony Medina (972) 875-1398 p.5 447 Newark Circle wall Line 1� Design Criteria: * IBC 2003 * 2500 psi concrete * Design v ASD = 800 lbs wind * Alternate Basic or Basic Load combination selected wall solution: Model ITypeOWIH IT Design shearluplift IAxial Load ISill A.B. lEnd A.B. (wood 190" 14" 1800 lb 12367 lb 11000 lb 12 - 5/8" 12-SSTB28 shear & Drift values: Model (Allow. v ID actual shear check Sw22x8x4 1995 lb 10.179" 1800 <= 1995 = YES 1 - Sw22x8x4 is 0K Legend: Allow. v = Maximum allowable shear D allow Drift at maximum allowable shear shear Check verifies that Design v ASD is less than the allowable shear Notes: * See current catalog for SSTB allowable loads and installation. * using actual wall ht dimension (H), specify proper concrete curb height to attain overall header rough opening height above slab_ * Allowable shears for 7 ft wood garage portal walls assume double portal values for an even number of wall segments. when the total number of wall segments is an odd number, one wall is assumed to have a single portal shear load capacity. Uplift is reduced for axial load. However combined effect of axial and lateral forces on the wall is not considered. see Allowable vertical Loads at: www.strongtie.com/products/strongwall/allowable_vertical.html Disclaimer: It is the designer's responsibility to verify product suitability under applicable building codes. In order to verify code listed applications please refer to the appropriate product code reports at www.strongtie.com or contact Simpson strong -Tie Co., Inc. at 1-800-999-5099. `C+��i lS �u(�-- 2CL`� — Z Z•, 1 S- tE.(Qeus-� S14 Nov 28 06 04:30p Tony Medina (972) 875-1398 p.6 2447 Newark circle Wall Line 1 Design criteria: isc 2003 * 2500 psi concrete * Design v Aso = 800 lbs wind * Alternate Basic or Basic Load combination selected wall solution: Model IType IW IN IT IDesign shearlUplift (Axial Load ISill A.B. (End A.B. sw22x8x4 Iwood 122" 190" 14" 1800 lb 12367 lb 11000 lb 12 - 5/8" 12-SSTs28 Shear & Drift values: Model IAllow. v ID actual Ishear check Sw22x8x4 11995 lb 10.179" 1900 <= 1995 = YES 1 - SW22x8x4 is OK Le end: Allow. V = Maximum allowable shear D allow = Drift at maximum allowable shear shear check verifies that Design v ASD is less than the allowable shear Notes: * see current catalog for SSTB allowable loads and installation. * Using actual wall ht dimension (H), specify proper concrete curb height to attain overall header rough openin4 height above slab. " Allowable shears for 7 ft wood garage portal walls assume double portal values for an even number of wall segments. when the total number of wall segments is an odd number, one wall is assumed to have a single portal shear load capacity. Uplift is reduced for axial load. However combined effect of axial and lateral forces on the wall is not considered. see Allowable vertical Loads at: www.strongtie.com/products/strongwall/allowable_vertical.html Disclaimer: it is the designer's responsibility to verify product suitability under applicable building codes. in order to verify code listed applications please refer to the appropriate product code reports at www.strongtie.com or contact Simpson strong -Tie co., inc. at 1-800-999-S099. '�)A,O&r 4 os=- 4 Dec 12 06 02:38p Cch - B/cs �hy� j 979 690 3823 Dec 05 06 04:19p BTG l�� 1317-354-1451 p.2 p.4 S'U RV EY P L A T This i to certify that I have, this date, ode an on the ground surrey of the property locate on 2449 NEWARK CIRLCE in the C' of COLLEGE STATION, Texas, described as follows: Lot 4, Block 2, of CASIL.EGATE SUBDMSION SECTION 5, Phase 1, an Addition to the City of College Station, Brazos County. Texas, according to the Plat thereof. recorded in Volume 6192. Page 200, of the Plat Records of Brazos County, Texas. SPALF— ti 14A' 0 nor / a a Mir �� \ .. I'll <„ i 7.8 BID°. UM UME 619$ M 20D ur Ab a-8 �s!�ri .s�°oos�s�� •9�, % ,s egos. u1E VOLUE e12Z M 400 iES:2 Basis of Bearing — Su6jeet Plak3. rvFNO C.M. a CONMOUING MONUMENT i2•i-ot� rr MM a nwd HmW Am (100 Y" P 04 Yqp ear nr obt Mam b a by mnd asl a.aa�.E. �gr..wltnfen e, 9r Ins�O� m a�rw,W b m m dr .ra�si! �lr. am b st r w�anaa., sawlbf, st &e1 aw tw a a+mA a. 0r eM arn.wm d w�a pRap btir7 rroma b s po0. tir W ramp ad OM of ab h�rv�wmy o� a. Ewa m�`bwa.� owe. a O• aso.b ..! me rae o�a.b d. �e. ara+ro. tmoab owe» aa�o. raa. y.�e ra..rao o. i,a�wa r . rwoewartti ae.loe�► r �,. sap m .eow ( ) I r•. 3W B BUENA T`IERRA GROUP MM; DPI YIGEULESS. SQR46Yn r. • COICAR C, • LSN.cB1♦M °"� , 400 SO11H DOUSITIX BOQX MM WM 216 (B17) 354-1445 sCNE: ,• - so• TD(g5 76040 (817) J54-1451 tr7 _CALL _ �yn,,l WFO864100 / 001 City of College Station PAGE l REQ. DATE: 01/08/07 01/08/07 10:34:28 LOCATION: •2449 NEWARK CIR LOC ID: 200978 REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN REQ. USER: KWOLFE AUTH. USER: KWOLFE WORK TYPE: ROUT TEMP POLE PASSED ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 01/08/07 SCHED COMPLETION: 01/08/07 ******************************************************************************** JOB ORDER RESULT COMMENTS , 0s1 BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS"'` COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number 06-00003544 Date 12/08/06 Property Address . . . . . . 2449 NEWARK CIR Property ID: 184200-1502-0010 R #: R300536 Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . CASTLEGATE SEC 5 PH 1 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL HOUSING Application valuation . . . . 155430 Owner Contractor ------------------------ GREENS PRAIRIE INVESTORS ------------------------ LTD CLASSIC CENTURY HOMES 4490 CASTLEGATE DR 5001 HWY 287 S COLLEGE STATION TX 778453388 ARLINGTON TEXAS BURLESON TX 76028 (817) 561-4369 --- Structure Information 000 000 SINGLE FAMILIY Construction Type COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID PD FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT HEATED AREA 2355.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 2.00 NUMBER OF BEDROOMS 4.00 SEWER TYPE PUBLIC TAZ 441.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit Fee . . . . 628.00 Plan Check Fee .00 Issue Date . . . . 12/08/06 Valuation . . . . 155430 Expiration Date . . 6/06/07 Qty Unit Charge Per Extension BASE FEE 460.00 56.00 3.0000 THOU BLDG, VAL 100001-500000 168.00 ---------------------------------------------------------------------------- Special Notes and Comments ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) ---------yd-�I-------------- 6404 BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 2 Application Number 06-00003544 Date 12/08/06 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" X 3011) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY PROVIDE CHEMICAL TREATMENT OR PHYSICAL BARRIER (SUCH AS METAL OR PLASTIC TERMITE SHIELDS) FOR PROTECTION AGAINST TERMITES. IF CHEMICAL TREATMENT IS USED, THE CONCENTRATION, RATE OF APPLICATION AND TREATMENT METHOD SHALL BE CONSISTENT WITH THE TERMITICIDE LABEL. ALL METHODS MUST BE USED IN CONJUNCTION WITH TREATED SILL PLATES PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2003 INTERNATIONAL RESIDENTIAL CODE DRIVEWAY DISTANCE FROM CORNER: "NO RESIDENTIAL DRIVEWAY SHALL BE CONSTRUCTED WITHIN TWENTY FEET (201) OF THE CORNER OF A STREET INTERSECTION. THIS MEASUREMENT SHALL BE TAKEN FROM THE INTERSECTION OF PROPERTY LINES AT THE CORNER." ALSO NOTHING SHALL BE CONSTRUCTED IN THIS TRIANGLE TO IMPAIR VEHICLE DRIVERS VISION. ELECTRICAL SHALL BE INSTALLED PER 2002 National Electrical Code & LOCAL AMENDMENTS ELECTRIC STRIP HEATING NOT ALLOWED FOR RESIDENTIAL PROPERTIES WITH FLOOR AREA GREATER THAN 500 Sq. FEET MINIMUM FOUNDATION STANDARD - ALL FOUNDATION SHALL COMPLY WITH THE MINIMUM FOUNDATION STANDARD AS PER CITY'S ORDINANCE (FOUNDATION DETAIL SHALL BE SHOWN ON PLANS) MAKE SURE TO INCLUDE REBAR SLAB GROUND ALL FRAMING SHALL COMPLY WITH 2O03 INTERNATIONAL RESIDENTIAL CODE PROVIDE ENGINEERED BEAM FOR GARAGE DOOR HEADER ATTACHED GARAGES SHALL HAVE ALL TOP PLATE AND HEADER PENETRATIONS SEALED PROTECTION FROM IMPACT - APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION IF LAWN SPRINKLER IS PROVIDED, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF OCCUPANCY. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT THE MAXIMUM ALLOWABLE DRIVEWAY WIDTH MEASURED AT THE PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12' If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam r other means. BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS 'AVE ` COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 3 Application Number . . . . . 06-00003544 Date 12/08/06 ---------------------------------------------------------------------------- Special Notes and Comments ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE For residential applications with a glazing area that exceeds 15% of the gross area of exterior walls, R-8 duct insulation is required. As an alternative, R-6 duct insulation can be used if the a/c system has a SEER rating of 12 or more. PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. SMOKE DETECTORS MUST HAVE 3' CLEARANCE FROM FORCED AIR DUCTS, CEILING FANS AND RETURN AIR PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120 DEGREES THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED FENESTRATION PRODUCTS SHALL NOT EXCEED .4 ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY SMOKE DETECTORS SHALL BE INTERCONNECTED, 120 VOLT W/BATTERY BACKUP AND LOCATED IN EACH SLEEPING ROOM AND OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. WINDOWS ADJACENT TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE TEMPERED GLASS TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING EQUIPMENT AND A PRESSURE REDUCING VALVE RANGE/DRYER DUCT MUST COMPLY WITH 2O03 I C ------------------------------------------ --- --4444014�'--------- BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE ' COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 4 Application Number . . . . . 06-00003544 Date 12/08/06 ---------------------------------------------------------------------------- Special Notes and Comments ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK GAS APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE IGNITION SOURCE IS 18" ABOVE THE FLOOR IN PRIVATE GARAGES ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" 400.00 ----------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 628.00 628.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1378.00 1378.00 .00 .00 ---------------------------------------------- ----�----------- BUILDING DEPT REPRESENTATIVE: APPLICANT: TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE ` COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 06-00003545 Date 12/08/06 Property Address . . . . . . 2449 NEWARK CIR Property ID: 184200-1502-0010 R #: R300536 Application type description TEMP POLE Subdivision Name . . . . . . CASTLEGATE SEC 5 PH 1 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL HOUSING Application valuation 0 Owner Contractor. ------------------------ GREENS PRAIRIE INVESTORS LTD ------------------------ CLASSIC CENTURY HOMES 4490 CASTLEGATE DR 5001 HWY 287 S COLLEGE STATION TX 778453388 ARLINGTON TEXAS BURLESON TX 76028 (817) 561-4369 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . GS Permit Fee . . . . 20.00 Issue Date . . . . 12/08/06 Valuation . . . . 0 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . TEMP ELECT POLE CONNECT 45.00 ---------------------------------------------------------------------------- Fee summary Charged ---------- Paid Credited ------------------------------ Due ----------------- Permit Fee Total 20.00 20.00 .00 .00 Other Fee Total 45.00 45.00 .00 .00 Grand Total 65.00 65.00 .00 .00 ---------------------------------------------------K---------- BUILDING DEPT REPRESENTATIVE: APPLICANT: