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NSFR2012-2536
-4 12- earl we-- M\&� u&Y- w 1"34k/- i DATE OF ISSUANCEAU 612 PERMIT #: t )I^ 0� 5 � U1 BUILDING PERMIT APPLICATION PLEASE PRINT JOB ADDRESS: 1217 Ck LOT: f 'i BLOCK: 1 BUILDING CONTRACTOR (company name): L-a n p /►SUITE # SUBDIVISION: 7 0 e r oh V eY loc. Lro k beye1aa^&..L Lac-- CURRENT MAILING ADDRESS: Z Zn 9 re "I .4 CITY /STATE /ZIP: &'06 t y 0 p. ,E' 74 6 S I PH: # Z1+. S¢ 78 rax #� 71. St $ . 1 � sv PROPERTY OWNER: o c�i rs c�t. 1 I°'YP�a ✓ ry P nL �- CURRENT MAILING MAILING ADDRESS: CITY /STATE /ZIP: PHONE NUMBER: PROJECT VALUE: $ IS G 73-t 1 'b5, )-3'5 FlkE SPRINKLERED? YES NO f� DESCRIPTION OF WORK TO BE DONE: Z. r USE OF BUILDING OR STRUCTURE: SP/` NAME OF BUSINESS: A * *Tot quare Footage under roof: 2. S Square Footage of alteration /addition: I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) ❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for 1 & 2 family dwellings) ❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBI Y THE CITY, AND THAT THE DESIGN PROFESSIONAL /OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL F M T APPRO RIATE STATE AND OR FEDERAL AGENCY(S.).�; PRINT NAME: 1•a 4-e— SIGNATURE PH #: _Zt �'. �"f�. `7 0 �� FAX #: !?71. S7¢. 1Q id EMAIL: ❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E -MAI THE FOLLOWING IS TO RF. C OMPT.FTFD RV TAF RTT[Y TIINC iNCAT! Til1M nUD A n'rR r cXT- Construction Type: Permit Valuation: $ ��/d Setbacks Approval to Issue Occupancy Group: 3 Fire Sprinkler: YES NO Front: 21 - Electrical L Division: Building Depth: Left: Plumbing/ Zoning: Building Width: Rear: 1 Mechanic Occupancy Load: T Right: Plan Review Approval: A,4 t4l'>V Date: Building Permit Fee: -7) I'7 5 Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: , 00 Public Works Department: Date: Sewer Availability Rate: q Health Department: Date: Water Availability Rate: Approved for Permit: Date: l ' 02-6- % tal Fees: Lot Drainage Submitted: Approved: �� Total Amount Due: y k P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410 -3165 O:FORMSTSPERMITAPPLICATIONS 1/02 -Rev. 11/04,5/06,2/01,11 /0/ nQ 1� CITY OF GRAPEVINE T MECHANICAL ELECTRICAL '--PLUMBING FUEL GAS l PERMIT APPLICATION (PLEASE PRINT) PERMIT # �+� , � � BLDG. PERMIT # � DATE: AUG 2 7 2012 JOB ADDRESS: SUITE # � 1�r C vwnc b" ICAIP DESCRIPTION OF WORK: PROPERTY OWNER: d0' CONTRACTING COMPANY ;arn e . %re L ldq Lt ADDRESS: ADDRESS: la s�� s sk CITY/STATE/ Z CITY /STATE /ZIP: i- PHONE NUMBER: PHONE NUMBER: a� � 33� -YtaP, TYPE OF OCCUPANCY BUILDING AREA (SQ FT) PERMIT FEES AMOUNT DUE EACH TRADE I. R -3 1- 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 1,199 $ 49.88 TOWNHOUSE, 1,200- 1,500 $ 63.18 NEW CONSTRUCTION & 1,501- 1,750 $ 76.48 ADDITIONS (PER UNIT) 1,751- 2,000 $ 83.13 2,001 - 2,250 $ 89.78 TOTAL SQ.FOOT UNDER 2,251- 3,000 3,001- 3,500 $ 96.43 $ 103.08 ROOF � �9- 3,501- 4,000 $ 109.73 $ 4,001 + $ 120.37 EACH TRADE II. A, E, 1, R-1 1 - 500 $ 37.00 HOTELS, APARTMENTS, 501 - 100,000 $ 17.50 +.035 PER DRINKING /DINING, 100,001 - 500,000 $ 3,500.00 +.03 SQUARE EDUCATIONAL, ASSEMBLY, 500,001+ $15,000.00 +.02 FOOT $ INSTITUTIONAL EACH TRADE III. B, F, H, M,S,U 1- 500 $ 37.00 OFFICE, RETAIL, WHOLESALE, 501- 50,000 $ 32.00+.01 PER 1 GARAGES, FACTORIES, 50,001- 100,000 $ 182.00+.007 SQUARE WORKSHOPS, SERVICE 100,001+ $ 582.00+ .003 FOOT $ STATIONS, WAREHOUSE CONTRACT EACH TRADE IV. ANY OCCUPANCY GROUP VALUATION OF WORK FINISH -OUTS, SHELL COMPLETIONS, 0- 500 $ 37.00 ALTERATIONS OR 501- 1,500 $ 45.00 STAND ALONE PERMITS 1,501- 3,000 $ 57.00 3,001- 5,000 $ 72.00 CONTRACT VALUATION OF WORK: 5,001- 50,000 $ 27.00+.009 50,001- 100,000 $ 127.00+ .007 PER $ 100,001- 500,000 500,001+ $ 327.00+ .005 DOLLAR $ 1,327.00+.003 TVALUATION $ EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 $ O: \FORMS \DS APPLICATIONS - FEES\MEP APPLICATION 4- 11.doc PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. OTHER INSPECTIONS AND FEES: • INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM ) ............................................... $42.00 /HOUR* • REINSPECTION FEES ................................................................................... ............................... $42.00 • PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED ............................ ............................... $37.00 • INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MINIMUM) .. ....................$42.00 /HOUR • ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO APPROVEDPLANS ............... ................................................................................................... ..... $42.00 /HOUR • BUILDING PERMIT FEES FOR THE GRAPEVINE - COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE 25% OF THE FEES ESTABLISHED IN THIS TABLE • FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH......... ACTUAL COSTS** I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. �G Sri ► re 2 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (OR HOMEOWNER FOR HOMEOWNERS PERMITS) �L�trJ ��rrnt�L PRINTED NAME PHONE #: c1) 5 - (° EMAIL: *OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER. * *ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS. CITY OF GRAPEVINE, BUILDING INSPECTIONS, P. O. BOX 95104, GRAPEVINE, TX 76099 (8171410-3165 6/21101 REVISED: 10/01, 5/06, 2/07, 7107, 8/09, 11/09, 4/11 O: \FORMS \DS APPLICATIONS - FEES \MEP APPLICATION 4- 11.doc SEP 0 4 2012 * *FAX APPS TO 817 - 410 - 3012 ** ===ATTACH CC INFORMATION = == -- CITY OF GRAPEVINE lvwMECHANICAL ELECTRICAL LUMBIN x FUEL GAS PERMIT APPL�C ,'TO fni =AC`c nnnr PERMIT # _ BLDG. PERMIT # DATE: JOB ADDRE S: SUITE # 2217 Churchill Loo DESCRIPTION OF WORK: Plumbing-Rough, top out, & Final PROPERTY OWNER: JR Rose Development CONTRACTING COMPANY: Ken Man Plumbing ADDRESS: 566 Mobley Way ADDRESS: 1836 Lone Star Rd CITYISTATEIZIP: CITY /STATEIZIP: Co ell, TX 75019 Mansfield, TX 76063 PHONE NUMBER: PHONE NUMBER: 214 - 914 -4251 817- 453 -8032 TYPE OF OCCUPANCY 6UILQ F AREA S PERMIT FEES AMOUNT DUE EACH TRADE I. R -3 1- 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 1,199 $ 49.88 TOWNHOUSE, 1,200- 1,500 $ 63.18 NEW CONSTRUCTION & 1,501- 1,750 $ 76.48 ADDITIONS (PER UNIT) 1,751- 2,000 $ 83.13 2,001- 2,250 $ 89.78 TOTAL SQ.FOOT UNDER 2,251- 3,000 $ 96.43 ROOF 3,001- 3,500 $ 103.08 2534 3,501- 4,000 $ 109.73 $ 96.43 4,001+ $ 120.37 EACH TRADE 11. A, E, 1, R -1 I- 500 $ 37.00 HOTELS, APARTMENTS, 501 - 100,000 $ 17.50 +.035 PER 1 DRINKING /DINING, 100,001 - 500,000 $ 3,500.00 +,03 SQUARE EDUCATIONAL, ASSEMBLY, 500,001 + $15,000.00 +.02 FOOT $ INSTITUTIONAL EACH TRADE III. B, F, H, M, S, U I- 500 $ 37.00 OFFICE, RETAIL, WHOLESALE, 501- 50,000 $ 32,00+ .01 PER 1 GARAGES, FACTORIES, 50,001- 100,000 $ 182.00+,007 SQUARE WORKSHOPS, SERVICE 100,001+ $ 582.00+.003 FOOT $ STATIONS, WAREHOUSE CONTRACT EACH TRADE VALUATION OF WORK IV. ANY OCCUPANCY GROUP ALTERATIONS, FINISH -OUTS, 0- 500 $ 37.00 SHELL COMPLETIONS 501- 1,500 $ 45.00 1,501- 3,000 $ 57.00 3,001- 5,000 $ 72.00 CONTRACT VALUATION OF WORK: 5,001- 50,000 $ 27.00+.009 50,001- 100,000 $ 127.00+ .007 PER 100,001- 500,000 $ 327.00+ .005 DOLLAR IVALUATION $ 500,001+ $ 1,327.00+.003 $ EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37,00 MOBILE HOME SERVICE $ 37,00 TEMPORARY POLE SERVICE $ 37,00 SWIMMING POOLS $ 37,00 SIGN ELECTRIC $ 37.00 $ CanFtm '�e-8mor) 9k-I- L-S3 -8(c)3� f-eAvn @ -, k ern - mQc\ co �-p . co ("r\ PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. OTHER INSPECTIONS AND FEES: • INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM) ..................... . ........ ..... -- ........ $42.00 /HOUR" • REINSPECTION FEES ................................................................................... ............................... $42.00 • PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED ............................ ............................... $37.00 • INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MINIMUM ) ................. ..... $4ZO0 /HOUR • ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO APPROVEDPLANS ..... ................... .... .... ... ............ ................. ....... .... ............................. . ... ... ........$42.00/HOUR • BUILDING PERMIT FEES FOR THE GRAPEVINE- COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE 25% OF THE FEES ESTABLISHED IN THIS TABLE s FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH......... ACTUAL COSTS- I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. i FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND # OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. SIGNATURE OF coNl kAaOR OR AUTHORIZED AGENT PRINTED NAME t` (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE >#: 8l t- Lf,1r3 - 86 3 2- EMAIL: _ "OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER. Q72719/ 7tmsm: 7Cpt. s". M. TAT -9109. 7)109 C�lDOCIIME- 7kDaReY _pGM.g- tlTUfpVNgrpw7sa4,�sP MPUCATION B-09.ax T g} MECHANICAL_ CITY OF GRAPEVINE ELECTRICAL PLUMBING FUEL GAS _ PERMIT APPLICATION (PI FASF PRINT) NIN 1 4, 2rW PERMIT # � � � BLDG. PERMIT # � � DATE: _ � JOB ADDRESS: SUITE # DESCRIPTION OF WORK: C' PROPERTY OWNER: CONTRACTING COMPANY: ADDRESS: ADDRESS: INS, CITY /STATE /ZIP: CITY /STATE /ZIP: PHONE NUMBER: PHONE NUMBER: TYPE OF OCCUPANCY BUILDING AREA SQ FT PERMIT FEES AMOUNT DUE EACH TRADE I. R -3 1- 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 1,199 $ 49.88 TOWNHOUSE, 1,200- 1,500 $ 63.18 NEW CONSTRUCTION & 1,501- 1,750 $ 76.48 ADDITIONS (PER UNIT) 1,751- 2,000 $ 83.13 2,001- 2,250 $ 89.78 TOTAL SQ.FOOT UNDER ROOF 2,251 -__ 3,000 __ $ 96,43` $' 1.03.08 0 __ 3,001 -- 3,500 v 3,501 - 4,000 $ 109.73 $ 4,001+ $ 120.37 EACH TRADE II, A; E, 1, R -1 1- 500 $ 37.00 HOTELS, APARTMENTS, 501 - 100,000 $ 17.50 +.035 PER DRINKING /DINING, 100,001 - 500,000 $ 3,500.00 +.03 SQUARE EDUCATIONAL, ASSEMBLY, 500,001 + $15,000.00 +.02 FOOT $ INSTITUTIONAL EACH TRADE III. B, F, H, M, S, U 1 - 500 $ 37.00 OFFICE, RETAIL, WHOLESALE, 501- 50,000 $ 32.00+.01 PER 1 GARAGES, FACTORIES, 50,001- 100,000 $ 182.00+ .007 SQUARE WORKSHOPS, SERVICE 100,001+ $ 582.00+.003 FOOT $ STATIONS, WAREHOUSE CONTRACT EACH TRADE VALUATION OF WORK IV. ANY OCCUPANCY GROUP ALTERATIONS, FINISH -OUTS, 0- 500 $ 37.00 SHELL COMPLETIONS 501- 1,500 $ 45.00 1,501- 3,000 $ 57.00 3,001- 5,000 $ 72.00 CONTRACT VALUATION OF WORK: 5,001- 50,000 $ 27.00+ .009 50,001- 100,000 $ 127.00+ .007 PER 100,001- 500,000 $ 327.00+ .005 DOLLAR $ 500,001+ $ 1,327.00+.003 VALUATION $ EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 $ v:V- URMS\DS APPLICATIONS - FEES \MEP APPLICATION 8- 09.doc PLAN SUBMI17AL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. OTHER INSPECTIONS AND FEES: INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM) .................... .......... ....,...........,$42.00 /HOUR" REINSECTION FEES ....................................................... ............................... $42.00 PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED- ............................ $37.00 INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MINIMUM)... ...... ...... $42.00fHOLJR ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO APPROVEDPLANS .................................................................. ............................... $42.00/HOUR BUILDING PERMIT FEES FOR THE GRAPEVINE- COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE 25% OF THE FEES ESTABLISHED IN THIS TABLE FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH......... ACTUAL COSTS" I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR, LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICAT(ON OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON! REQUEST. A r.._., SIGNATU OF CONTRACTOR OR AUTHORIZED AGENT (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE #: • Dnl�- -% ' �?l PRINTS AME *OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER, - ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS. CITY OF GRAPEVINE, BUILDING INSPECTIONS, P. O. BOX 95104, GRAPEVINE, TX 6l21i0! REVISED: 10101, 5M,2107,7107.8/09 O;\FORNIS%DS APPLICATIONS - FEESWEP APPLICATION 8- 09.dec (817) 410 -3165 ' -Sid. 1'58" T N88d44'58"W N88d44'58 �E" I%' OES N )5 2221 2217 w' E BUILDING C IN CO FLICT LT ES 0 CD Lo LEGAL DESCRIPTION Pr 1', 7-- 2217 CHURCHILL LOOP, LOT 19, BLOCK 1 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS R.,�? 04' vwj 01 DRAINAGE SITE PLAN OF VAUGHN INSPECTIONS PLUS, LLC Jimmy Vaughn, Owner Certified Residential and Commercial Energy Inspector 3606 W. Shady Shores Rd. Corinth, TX 76208 214 - 336 -2903 Mobile 940 -497 -3637 Fax ICBO # 32US32032077 ICC # 5168801 -77 ICC # 5168801 -79 DO NOT REMOVE FROM INSPECTION PACKET COMMENTS CITY PERMIT # I INSPECTION DATE I INSPECTOR / /.3d/ /3 PASS FAIL OK TO CALL FOR PROCEED REINSPECTION SITE ADDRESS INSPECTION INSPECTION NUMBER TYPE a�17 _. SUBDIVISION / PROJECT KAME INSPFplbfi INSPECTION NUMBER TYPE CITY INSPECTION INSPECTION NUMBER TYPE CLIENT INSPECTION INSPECTION NUMBER TYPE COMMENTS CITY PERMIT # I INSPECTION DATE I INSPECTOR / /.3d/ /3 Liberty Pest Control, 111c. F1.0 BOX 270-i64 1,)i; PROTECTION AGAINST TERMITES Builder: JR Rose. Cortstruction Address, 2217 Cliurctifli Loop - Grapevine, Texas 76051 The residential address above meets ot exceeds the fequifoMOnts for protection against termites set forth in Sec-fi-:�%n IR320 of the F06 International ResideMa', Code. Name of Protection Provider (Company): Jberty Pest Conirol, Inc, Addrest,,: PO Box 2-70m4 Fto,wer himind, TX ""5027 Phone: ?97'?P -35�-1937 State Ucense No,: TPCL G48G STATE OF TEXAS. COU14TY'OF TARRANT ' being :iuly sworn do depose and say that the information contained in the above appllca %an iS true and correct to the best of my knowledge and belief, Steven R- Rackley Su4scribed and sworn before me this Noliry Public in and for . the State of Texas day of 20 JAli d' : "i 5 C,4 - �L5'4 CITY OF GRAPEVINE TEMPORARY ELECTRIC RELEASE Temporary electricity has been requested for the purpose of construction, remodeling, addition or improvement to the following described property. It is understood that this release in no way authorizes occupancy of the building. It is further understood that this temporary release is for a thirty (30) day maximum time period and the undersigned releases all claims that may occur through accidents or spoilage of any type resulting from said electric power being turned off at the end of the thirty (30) day maximum time period. ADDRESS LOCATION OF TEMPORARY ELECTRIC RELEASE: ADDRESS: 7' C, G► ,� -f / la PERMIT NUMBER: / 2 - 19 I L �Iec P- 42i1rxt�* CONTRACTOR INFORMATION NAME OF APPLICANT: ADDRESS OF APPLICANT: -- ---- i� �''AJ0----^e-_,V A.) (, f CITY, STATE, ZIP: TELEPHONE NUMBER: INSPECTIONS FOR TEMPORARY POWER MUST BE REQUESTED AT (817) 410 -3010 tlr� Pte X PRINT NAME: DATE: OFFICIAL SIGNATURE: o:lform\E -temp 10/10/00 Revised: 4110102 zj'i3 DATE: CITY OF GRAPEVINE TEMPORARY GAS RELEASE JAiA 9'2 Z "113 Temporary gas has been requested for the purpose of construction, remodeling, addition or improvement to the following described property. It is understood that this release in no way authorizes occupancy of the building. It is further understood that this temporary release is for a thirty (30) day maximum time period and the undersigned releases all claims that may occur through accidents or spoilage of any type resulting from said gas power being turned off at the end of the thirty (30) day maximum time period. ADDRESS LOCATION OF TEMPORARY GAS RELEASE: ADDRESS: J PERMIT NUMBER: T� %,!� CONTRACTOR INFORMATION NAME OF APPLICANT: ADDRESS OF APPLICANT: CITY, STATE, ZIP: Cyr -w TELEPHONE NUMBER: INSPECTIONS FOR TEMPORARY GAS MUST BE REQUESTED AT (817) 410 -3010 c t) o ("rn -�- 4; i 4 1– -:�— R- r PRINT NAME: DATE: Y B FFICIAL SIGNATURE: o:lformlG -temp 10/12/00 Revised: 4/10/02 - -IS 3�6s 2�►3 DATE: AL � „Z0,6bPg 'S 00'W 3,,Z0,6VP88S ]«Z0,6 -bP88S 3,,M,6-�P88S- N88d44'58 "W S8 "W 44d' 5' 1 2221 N88 d44' N88d44'58 "W 21 0' 8 "W N 44'58" N - 4140'5 8 "W N88d44'S8 "W fL DESCRIPTION E LOOP, LOT 19, BLOCK 1 OMES OF WESTGATE NE, TARRANT COUNTY, TEXAS ll DRAINAGE SITE PLAN SCALE 1 /lV =1' -0' D 7 I I D I D J i i i i i i i �i 52 3�,e C JUL 2 4 2012 -7 -�3 -i 2 I 1. EROSION CONTROL REQUIRED BEFORE CONSTRUCTION STARTS. 2. NO CONSTRUCTION, FILLING, CUTTING, OR GRADE CHANGE IN EASEMENT WITHOUT PRIOR APPROVAL. C n A-6 3. GRASWEROSION CONTROL REQUIRED BEFORE FINAL. '7 - 30-l.;'-- 2 — -16 310 2 &ZL 1 `7 c MMOI iL .1-o ono woq BXUV.U356 - Fire Resistance Ratings - ANSI /UL 263 See General Information for Fire Resistance Ratings - ANSI /UL 263 Fire Resistance Ratings - ANS W L 263 Design No. U356 Page 1 of 3 ?217 ckvkrck'd) Loop ul"y'rh (Exposed to Fire on Interior Face Only) O P4 ea[Ina Wall atinq — Finish Rating — 23 Min or 25 Min (See Item 2C) 1. Wood Studs —Nom 2 by 4 in. spaced 16 in. OC with two 2 by 4 in, top and one 2 by 4 in. bottom plates. Studs laterally - braced by wood structural panel sheathing (Item 5) . When Mineral and Fiber Boards" (Item 5A) are considered as bracing for the studs, the load is restricted to 76% of allowable axial load. Walls effectively fire stopped at top and bottom of wall. 2. Gypsum Board* —Nom 518 in. thick, 4 ft wide, applied vertically and nailed to studs and bearing plates 7 in. OC with 6d cement - coated nails, 1 -7/8 in. long with 1/4 in. diam head. When Item 7, Steel Framing Members', is used, gypsum panels attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. When Item 7A, Steel Framing Members', is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. Face layer attached to furring channels with 1 -5/8 in. long Type S bugle -head steel screws spaced 12 in. OC. All joints in face layers staggered with joints in base layers. Any UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. See Gypsum Board (CKNX) Category for names of Classified companies 2A. Gypsum Board" —(As an alternate to Item 2, not shown) - Any 5/8 in. thick 4 ft wide gypsum panels that are eligible for use in Design Nos. L501, G512 or U305, supplied by the Classified Companies listed below shown in the Gypsum Board' (CKNX) category. Applied vertically and attached to studs and bearing plates with 1 -114 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. CGC INC UNITED STATES GYPSUM CO USG MEXICO S A DE C V 2B. Gypsum Board` —(As an alternate to Item 2, not shown) - 5/8 in. thick 4 ft wide gypsum panels applied vertically and attached to studs and bearing plates with 1 -1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. ACADIA DRYWALL SUPPLIES LTD —Type X AMERICAN GYPSUM CO — Types AGX -1, M- Glass, AG -C CERTAINTEED GYPSUM INC —Type C or Type X CERTAINTEED GYPSUM CANADA INC — Type C, Type X. Type EGRG, Type GlasRoc PASCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types PGA 1, PGS -WRS. TEMPLE - INLAND — Types X, Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type -X, Soffit -Type X, Type X ComfortGuard Sound Deadening Gypsum JUL 2 5 zos ��= �-3 c� �-� 1�t ��c4�.� (( loo http://database.ul.com/cgi-bin/ulweb/LISEXT/IFRAME/FireResist ceWizard.htmi 7/25/2012 BXUV.U356 - Fire Resistance Ratings - ANSI /UL 263 Page 2 of 3 Board. 2C. Gypsum Board" —(As an alternate to Item 2, not shown) -For Use with Item 5A only - 5/8 in. thick 4 ft wide gypsum panels applied horizontally and attached to studs and bearing plates with 1 -1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screws 1 in.and 4 in. from edges of board. Finish Rating is 25 min. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types PGA 1, PGS -WRS. TEMPLE - INLAND — Type X, Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type- X,Soffit -Type X 2D. Gypsum Board" —(As an alternate to Item 2 ) - Not to be used with item 7. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically only and fastened to the studs and plates with 6d cement coated nails 1 -7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam heads, 7 in. OC. NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board 2E Wall and Partition Facings and Accessories' —(As an alternate to Items 2 through 2D) — Nominal 5/8 in. thick, 4 ft wide panels, secured as described in Item 2. SERIOUS ENERGY INC —Type QuietRock ES, Type QuietRock QR -527. 2F. Gypsum Board' —(As an alternate to Item 2 ) - Not to be used with item 7. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically only and fastened to the studs and plates with 6d cement coated nails 1 -7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam heads, 7 in. OC. CERTAINTEED GYPSUM INC — Type SilentFX 3. Joints and Nailheads —(Not Shown) — Wallboard joints covered with tape and joint compound. Nail heads covered with joint compound 4. Batts and Blankets" — Mineral fiber or glass fiber insulation, 3 -1/2 in. thick, pressure fit to fill wall cavities between studs and plates. Mineral fiber insulation to be unfaced and to have a min density of 3 pcf. Glass fiber insulation to be faced with aluminum foil or kraft paper and to have a min density of 0.9 pcf (min R -13 thermal insulation rating). See Batts and Blankets' (BKNV) Category in the Building Materials Directory and Batts and Blankets` (BZJZ) Category in the Fire Resistance Directory for names of Classified Companies. 4A. Fiber, Sprayed" —As an alternate to Batts and Blankets (Item 4) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 Ib /ft3. U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) 4B. Fiber, Sprayed" —As an alternate to Item 4 and 4A — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 4.58 lb/ft 3. NU -WOOL CO INC — Cellulose Insulation 4C. Fiber, Sprayed" —As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 Ibs/ft3. INTERNATIONAL CELLULOSE CORP — Celbar -RL 5. Wood Structural Panel Sheathing —Min 7/16 in. thick, 4 ft wide wood structural panels, min grade "C -D" or "Sheathing". Installed with long dimension of sheet (strength axis) or face grain of plywood parallel with or perpendicular to studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs on exterior side of wall with 6d cement coated box nails spaced 6 in. OC at perimeter of panels and 12 in. OC along interior studs. 5A. Mineral and Fiber Boards* —As an alternate to Item 5 - Min 1/2 in. thick, 4 ft wide sheathing, installed vertically to studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs on exterior side of wall with 1 -1/2 in. long galvanized roofing nails spaced 6 in. OC at perimeter of panels and 12 in. OC along interior studs. As an option a weather resistive barrier may be applied over the Mineral and Fiber Boards. TEMPLE - INLAND FOREST PRODUCTS CORP —Types FiberBrace or QuietBrace 6. Exterior Facings — Installed in accordance with the manufacturers installation instructions. One of the following exterior facings is to be applied over the sheathing: A. Vinyl Siding — Molded Plastic" — Contoured rigid vinyl siding having a flame spread value of 20 or less. See Molded Plastic (BTAT) category in the Building Materials Directory for names of manufacturers. B. Particle Board Siding — Hardboard exterior sidings including patterned panel or lap siding. C. Wood Structural Panel or Lap Siding —APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces and structural wood core, per PS 1 or APA Standard PRP -108, including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. D. Cem 'ous Stucco — Portland cement or synthetic stucco systems with self- furring metal lath or adhesive o stem. (/ E. Brick Vane Any type on nom 4 in. wide brick veneer. When brick veneer is used, the rating is applicabld veneer fasten with corrugated metal wall ties attached over sheathing to wood studs with 8d nail per tie: ties s ck and max 32 in. OC horizontally. One in. air space provided between brick veneer and sheathing. F. Exterior Insulation and Finish System (EIFS) —Nom 1 in. Foamed Plastic` insulation bearing the UL Classification Mqkking, attached over sheathing and finished with coating system, or Portland cement or synthetic stucco systems, in accordance with manufa7brees instructions. See Foamed Plastic (BRYX and CCVW) categories for names of Classified companies. G. Siding — Aluminum or steel siding attached over sheathing to studs. http: // database .ul.com /cgi- binlulwebILISEXT /1 FRAMElFireResistanceWizard.html 7/25/2012 BXUV.U356 - Fire Resistance Ratings - ANSI /UL 263 Page 3 of 3 H. Fiber - Cement Siding —Fiber-cement exterior sidings including smooth and patterned panel or lap siding. 7. Steel Framing Members— (Optional, Not Shown)'— Furring Channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2 -3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gals steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self - tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 2. b. Steel Framing Members` —Used to attach furring channels (Item 7a) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC —Type RSIC -1. 7A. Steel Framing Members (Optional, Not Shown)' — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. Two layers of gypsum board attached to furring channels as described in Item 2. b. Steel Framing Members' —Used to attach furring channels (Item 7Aa) to interior side of studs. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2 -1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC —Type Isomax. 8. Non - Bearing Wall Partition Intersection — (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non - bearing wall partition intersection per stud cavity. Non - bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. 'Bearing the UL Classification Mark Last Updated on 2012 -07 -17 http: // database .ul.com /cgi- bin/ulweb/LISEXT /1 FRAME/FireResistanceWizard.html 7/25/2012 BXUV.U305 - Fire Resistance Ratings - ANSI /UL 263 Page Bottom Design No. U305 BXUV.U305 Fire Resistance Ratings - ANSI /UL 263 Design /System /Construction /Assembly Usage Disclaimer Page 1 of 10 • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI /UL 263 See General Information for Fire Resistance Ratings - ANSI /UL 263 Design No. U� 305 Bearing Wall Rating — 1 HR. Finish Rating — See Items , 3E, 3F, 3G, 3H, 33 and 3L. STC Rating - 56 (See Item 9) Load Restricted for Canadian Applications — See Guide BXUV7 http: / /database.ul.com /cgi- bin /XYV /template /LISEXT /1 FRAME /showpage.html ?name= BXUV.U305 &ccns... 7/26/2012 BXUV.U305 - Fire Resistance Ratings - ANSI /UL 263 Page 2 of 10 1. Wood Studs — Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped. 2. Joints and Nail -Heads — Joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. Nailheads exposed or covered with joint compound. 3. Gypsum Board* — 5/8 in. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1 -7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in widths other than 48 in., gypsum panels are to be installed horizontally. For an alternate method of attachment of gypsum panels, refer to Item 6, 6A or 6B, Steel Framing Members *. When Item 6, Steel Framing Members *, is used, gypsum panels attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. When Item 6A, Steel Framing Members *, is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. Face layer attached to furring channels with 1 -5/8 in. long Type S bugle -head steel screws spaced 12 in. OC. All joints in face layers staggered with joints in base layers. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 6B, Steel Framing Members *, is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. Face layer attached to furring channels with 1 -5/8 in. long Type S bugle -head steel screws spaced 12 in. OC. All joints in face layer staggered with joints in base layer a minimum of 16 in. Joints oriented vertically and base layer staggered on opposite sides of the assembly. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 7, resilient channels are used, 5/8 in. thick, 4 ft wide gypsum panels applied vertically. Screw attached furring channels with 1 in. long, self - drilling, self- tapping Type S or S -12 steel screws spaced 8 in. OC, vertical joints located midway between studs. ACADIA DRYWALL SUPPLIES LTD — Type X (finish rating 22 min) AMERICAN GYPSUM CO — Types AGX- 1(finish rating 23 min.), M -Glass (finish rating 23 min.), Type AGX -11 (finish rating 26 min), Type LightRoc (finish rating 22 min) or Type AG -C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX -1 (finish rating 24 min). CERTAINTEED GYPSUM INC — Type 1, Type SF3 (finish rating 20 min) or FRPC, Type C or Type X (finish rating 26 min), Type EGRG or GlasRoc (finish rating 23 min) CERTAINTEED GYPSUM CANADA INC — Type C, Type X or Type Abuse - Resistant (finish rating 26 min) CGC INC — Type AR (finish rating 24 min), Type C (finish rating 24 min), Type IP -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min), Type IP -X1 (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SCX (finish rating 24 min), Type SHX (finish rating 24 min), Type ULX (finish rating 22 min), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min). http : / /database.ul.com /egi- binIXYV /template /LISEXT/ 1 FRAME /showpage.html ?name --BXUV.U305 &ccns... 7/26/2012 BXUV.U305 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 10 GEORGIA - PACIFIC GYPSUM L L C — Type 5 (finish rating 26 min), Type 6 (finish rating 23 min), Type 9 (finish rating 26 min), Type C (finish rating 26 min), Type DGG (finish rating 20 min), Type GPFS1 (finish rating 20 min), Type GPFS2 (finish rating 20 min), Type GPFS6 (finish rating 26 min), Type DS, Type DAP, Type DD (finish rating 20 min), Type DA, Type DAPC, Type LS (finish rating 23 min). LAFARGE NORTH AMERICA INC — Type LGFC2 (finish rating 20 min), Type LGFC3 (finish rating 20 min), Type LGFC6 (finish rating 26 min), Type LGFC -C (finish rating 20 min), Type LGFC6A (finish rating 34 min), Type LGFC2A, Type LGFC -C /A, Type LGFC- WD, Type LGLLX (finish rating 21 min). NATIONAL GYPSUM CO — Type FSK (finish rating 20 min), Type FSK -G (finish rating 20 min), Type FSW (finish rating 20 min), Type FSW -2 (finish rating 24 min), Type FSW -3 (finish rating 20 min), Type FSW -5 (finish rating 22 min), Type FSW -G (finish rating 20 min), Type FSK -C (finish rating 20 min), Type FSW -C (finish rating 20 min), Type FSMR -C, Type FSW -6 (finish rating 20 min), Type FSL (finish rating 24 min). PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types C, PG -2 (finish rating 20 min), PG -3 (finish rating 20 min), Types PG -3W, PG -5W (finish rating 20 min), Type PG -4 (finish rating 20 min), Type PG -6 (finish rating 23 min), Types PG -3WS, PG -5WS, PGS -WRS (finish rating 20 min), Types PG -5, PG -9 (finish rating 26 min), PG -11 or Type PG -C. PANEL REY S A — Type GREX, PRX; Types RHX, MDX, ETX (finish rating 22 min) SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX -1 (finish rating 26 min) TEMPLE - INLAND — Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X. UNITED STATES GYPSUM CO — Type AR (finish rating 24 min), Type C (finish rating 24 min), Type FCV (finish rating 24 min), Type FRX -G (finish rating 29 min), Type IP -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min), Type IP -X1 (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type SCX (finish rating 24 min), Type SGX (finish rating 24 min), Type ULX (finish rating 22 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min). USG MEXICO S A DE C V — Type AR (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP -X1 (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SHX (finish rating 24 min), SCX (finish rating 24 min), Type IP -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min), Type ULX (finish rating 22 min). 3A. Gypsum Board* — (As an alternate to Item 3) — 5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1 -1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. AMERICAN GYPSUM CO — Types AGX -1 (finish rating 25 min.), M -Glass (finish rating 25 min.), Type AG -C (finish rating 25 min.). CGC INC — Type AR (finish rating 24 min), Type C (finish rating 24 min), Type IP -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min), Type IP -X1 (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SCX (finish rating 24 min), Type SHX (finish rating 24 min), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min). UNITED STATES GYPSUM CO — Type AR (finish rating 24 min), Type SCX (finish rating 24 min), Type SGX (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP -X1 (finish rating 24 min), Type FCV (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type FRX -G (finish rating 24 min), Type IP -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min). USG MEXICO S A DE C V — Type AR (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP -X1 (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type SCX, Type IP -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min). 313. Gypsum Board* — (As an alternate to Item 3) — Nom 3/4 in. thick, installed with 1 -7/8 in. long cement coated nails as described in Item 3 or 1 -3/8 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. http : / /database.ul.com /cgi- binIXYV /template /LISEXT/ 1 FRAME /showpage.html ?name= BXUV.U305 &ccns... 7/26/2012 BXUV.U305 - Fire Resistance Ratings - ANSI /UL 263 CGC INC — Types AR, IP -AR. UNITED STATES GYPSUM CO — Types AR, IP -AR. USG MEXICO S A DE C V — Types AR, IP -AR. Page 4 of 10 3C. Gypsum Board* — (As an alternate to Items 3, 3A and 3B) - 5/8 in. thick, 2 ft wide, tongue and groove edge, applied horizontally to one side of the assembly. Installed with 1 -7/8 in. long cement coated nails as described in Item 3 or 1 -1/4 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. Joint covering (Item 2) not required. CGC INC — Type SHX. UNITED STATES GYPSUM CO — Type SHX. USG MEXICO S A DE C V — Type SHX. 3D. Wall and Partition Facings and Accessories* — (As an alternate to Items 3, 3A, 3B and 3C, not shown) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1 -5/8 in. long Type S screws spaced 12 in. OC at perimeter of panels and 8 in. OC in the field. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described in Item 5E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed. SERIOUS ENERGY INC — Type QuietRock QR -530 (finish rating 23 min). 3E. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, or 3D -not shown) For Direct Application to Studs Only- Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1 -5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 1 -1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. placed on the face of studs and attached to the stud with two 1 in. long Type S -12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be used in lieu of or in addition to the lead batten strips or optional at other locations. Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1 -1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards underneath screw locations prior to the installation of the screws. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ- L-201f, Grade "C ". RAY -BAR ENGINEERING CORP — Type RB -LBG (finish rating 24 min). 3F. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, 3D, and 3E) — 5/8 in. thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1 -1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last 2 screws 1 and 4 in. from edge of board or nailed 7 in. OC with 6d cement coated nails 1 -7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. TEMPLE - INLAND — GreenGlass Type X (finish rating 23 min). 3G. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, 3D, 3E and 3F) - 5/8 in. glass -mat faced with square edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC around the perimeter and in the field with 6d cement coated nails 1 -7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. Nails shall be placed 1 inch and 3 inch from horizontal joints and 7 inch OC thereafter. UNITED STATES GYPSUM CO — Type USGX (finish rating 22 min.) 3H. Gypsum Board* — (As an alternate to Items 3 through 3G) - 5/8 in. thick paper surfaced applied vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1 -7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. TEMPLE - INLAND — Type X ComfortGuard Sound Deadening Gypsum Board (finish rating 27 min). http: / /database.ul.com /cgi- bin /XYV /template /LISEXT /1 FRAME /showpage.html ?name= BXUV.U305 &ccns... 7/26/2012 BXUV.U305 - Fire Resistance Ratings - ANSI/UL 263 Page 5 of 10 3I. Gypsum Board* — (As an alternate to Items 3) - Not to be used with items 6 or 7. 5/8 in. thick paper surfaced applied vertically only. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1 -7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board 33. Wall and Partition Facings and Accessories* — (As an alternate to Items 3 through 3I, not shown) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically. Panels nailed 7 in. OC with 6d cement coated nails 1 -7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. Panel joints covered with paper tape and two layers of joint compound. Nailheads covered with two layers of joint compound. SERIOUS ENERGY INC — Type QuietRock ES (finish rating 20 min), Type QuietRock QR -527 (finish rating 24 min). 3K. Gypsum Board* — (As an alternate to Items 3) - Not to be used with items 6 or 7. 5/8 in. thick paper surfaced applied vertically only. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1 -7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. CERTAINTEED GYPSUM INC — Type SilentFX 3L. Gypsum Board* — (As an alternate to Item 3) - 5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1 -1/4 in. long Type W coarse thread gypsum panel steel screws spaced a maximum 8 in. OC with the last screw 1 in. from the edge of the board. When used in widths other than 48 in., gypsum panels are to be installed horizontally. NATIONAL GYPSUM CO — Type FSK (finish rating 20 min), Type FSK -G (finish rating 20 min), Type FSW (finish rating 20 min), Type FSW -2 (finish rating 24 min), Type FSW -3 (finish rating 20 min), Type FSW -5 (finish rating 22 min), Type FSW -G (finish rating 20 min), Type FSK -C (finish rating 20 min), Type FSW -C (finish rating 20 min), Type FSMR -C, Type FSW -6 (finish rating 20 min). 3M. Gypsum Board* — (As an alternate to Item 3) For Direct Application to Studs Only- Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1 -5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 10 ft long with a max thickness of 0.140 in. placed on the face of studs and attached to the stud with two 1 in. long Type S -8 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, max 5/16 in. diam by max 0.140 in. thick. compression fitted or adhered over the screw heads. Lead batten strips to have a purity of 99.9 % meeting the Federal specification QQ- L -201f, Grades "A, B, C or D ". MAYCO INDUSTRIES INC — "X -Ray Shielded Gypsum" 3N. Gypsum Board* — (As an alternate to Items 3) For Direct Application to Studs Only- For use as the base layer or as the face layer. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1 -5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field when applied as the base layer. When applied as the face layer screw length to be increased to 2 -1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S -12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ- L -201f, Grade "C ". Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when installed over lead backed board to be min 2 -1/2 in. Type S -12 bugle head steel screws spaced as described in Item 4. RADIATION PROTECTION PRODUCTS INC — Type RPP -LBG 30. Gypsum Board* — (As an alternate to Item 3) — 5/8 in. thick, 4 ft. wide, applied vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Secured as described in Item 3. CERTAINTEED GYPSUM INC — 5/8" Easi -Lite Type X (finish rating 24 min) CERTAINTEED GYPSUM CANADA INC — 5/8" Easi -Lite Type X (finish rating 24 min) 4. Steel Corner Fasteners — (Optional) — For use at wall corners. Channel shaped, 2 in. long by 1 in. high on the back side with two 1/8 in. wide cleats protruding into the 5/8 in. wide channel, fabricated from 24 gauge galv steel. Fasteners applied only to http: / /database.ul. com /cgi- binIXYV /template /LISEXT/ 1 FRAME /showpage.html ?name= BXUV.U3 05 &ccns... 7/26/2012 BXUV.U305 - Fire Resistance Ratings - ANSI /UL 263 Page 6 of 10 the end or cut edge (not along tapered edges) of the gypsum board, no greater than 2 in. from corner of gypsum board, max spacing 16 in. OC. Nailed to adjacent stud through tab using one No. 6d cement coated nail per fastener. Corners of wall board shall be nailed to top and bottom plate using No. 6d cement coated nails. 5. Batts and Blankets* — (Optional - Required when Item 6A is used ) Glass fiber or mineral wool insulation. Placed to completely or partially fill the stud cavities. When Item 6A is used, glass fiber or mineral wool insulation shall be placed to completely fill the stud cavities and shall be secured to the studs 24 in. OC with staples, nails or screws. CERTAINTEED CORP GUARDIAN FIBERGLASS INC JOHNS MANVILLE INTERNATIONAL INC KNAUF INSULATION GMBH MANSON INSULATION INC OWENS CORNING HT INC, DIV OF OWENS CORNING — Corning Fiberglas Corp. ROCK WOOL MANUFACTURING CO — Delta Board. ROCKWOOL MALAYSIA SDN BHD — Acoustical Fire Batts ROXUL INC — Acoustical Fire Batts THERMAFIBER INC — Type SAFB. 5A. Fiber, Sprayed* — (Not shown - Not for use with Item 6A ) As an alternate to Batts and Blankets (Item 5) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib /ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 Ib /ft3. U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) 5B. Fiber, Sprayed* — (Not shown - Not for use with Item 6A ) As an alternate to Batts and Blankets (Item 5) and Item 5A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 5C. Batts and Blankets* — Required for use with resilient channels, Item 7, 3 in. thick mineral wool batts, placed to fill interior of wall, attached to the 4 in. face of the studs with staples placed 24 in. OC. THERMAFIBER INC — Type SAFB 5D. Glass Fiber Insulation — (As an alternate to Item 5C) — 3 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and /or Fire Resistance, placed to fill the interior of the wall, attached to the 4 in. face of the studs with staples placed 24 in. OC. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5E. Batts and Blankets* — (Required for use with Wall and Partition Facings and Accessories, Item 3D) — Glass fiber insulation, nom 3 -1/2 in. thick, min. density of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction - fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers. 5F. Fiber, Sprayed* — (Optional, Not Shown - Not for use with Item 6, 6A or 6B). As an alternate to Batts and Blankets (Item 5) and Item 5A - Spray applied granulated mineral fiber material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). http : / /database.ul.com /cgi- binIXYV /template /LISEXT /1 FRAME /showpage.html ?name --BXUV.U305 &ccns... 7/26/2012 BXUV.U305 - Fire Resistance Ratings - ANSI/UL 263 AMERROCK PRODUCTS L P — Rockwool Page 7of10 5G. Fiber, Sprayed* — (Optional, Not Shown - Not for use with Items6, 6A or 6B). As an alternate to Batts and Blankets (Item 5) and Item 5A - Brown Colored Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed stud cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 Ibs /ft3. INTERNATIONAL CELLULOSE CORP — Celbar -RL 6. Steel Framing Members (Optional, Not Shown)* — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2 -3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gals steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self- tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members* — Used to attach furring channels (Item 6a) to studs. Clips spaced 48 in. OC. RSIC -1 clips secured to studs with No. 8 x 2 -1/2 in. coarse drywall screw through the center grommet. RSIC -V clips secured to studs with No. 8 x 1 -1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC — Types RSIC -1, RSIC -V. 6A. Steel Framing Members (Optional, Not Shown)* — Furring channels and Steel Framing Members on one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gals steel wire near each end of overlap. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members* — used to attach furring channels (Item 6Aa) to one side of studs only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2 -1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax. 6B. Steel Framing Members (Optional, Not Shown)* — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2 -3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self- tapping #6 framing screws, min. 7/16 in, long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item. b. Steel Framing Members* — Used to attach furring channels (Item 6Ba) to studs. Clips spaced 48 in. OC. Genie clips secured to studs with No. 8 x 1 -1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. PLITEQ INC — Type Genie Clip 7. Furring Channel — Optional - Not Shown - For use on one side of the wall - Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1 -1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Items 5C or 5D is required. 7A. Steel Framing Members* — Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 7) to one side of studs only. Clips attached at each intersection of the resilient channel and the wood studs (Item 1). Resilient channels are friction fitted into clips, and then clips are secured to the wood stud with min. 1 -3/4 in. long diamond shaped point, double lead Phillips head steel screws through the center hole of the clip and the resilient channel flange. KEENE BUILDING PRODUCTS CO INC — Type RC Assurance. http: / /database.ul. com /cgi- binIXYV /template /LISEXT /1 FRAME /showpage.html ?name= BXUV.U305 &ccns... 7/26/2012 BXUV.U305 - Fire Resistance Ratings - ANSI /UL 263 Page 8of10 8. Caulking and Sealants — (not shown, optional) A bead of acoustical sealant applied around the partition perimeter for sound control. 9. STC Rating — The STC Rating of the wall assembly is 56 when it is constructed as described by Items 1 through 6, except: A. Item 2, above - Nailheads Shall be covered with joint compound. B. Item 2, above - Joints As described, shall be covered with fiber tape and joint compound. C. Item 5, above - Batts and Blankets* The cavities formed by the studs shall be friction fit with R -19 unfaced fiberglass insulation batts measuring 6 -1/4 in. thick and 15 -1/4 in. wide. D. Item 6, above - Steel Framing Members* Type RSIC -1 clips shall be used to attach gypsum board to studs on either side of the wall assembly. E. Item 8, above - Caulking and Sealants (not shown) A bead of acoustical sealant shall be applied around the partition perimeter for sound control. F. Steel Corner Fasteners (Item 4), Fiber, Sprayed (Items 5A and 5B ) and Steel Framing Members (Item 6A), not evaluated as alternatives for obtaining STC rating. 10. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR -510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is /are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer (s) of UL Classified Gypsum Board. SERIOUS ENERGY INC — Type QuietRock QR -510. 11. Cementitious Backer Units* — (Optional Item Not Shown - For Use On Face Of 1 Hr Systems With All Standard Items Required) - 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. When 4 ft. wide boards are used, horizontal joints need not be backed by framing. NATIONAL GYPSUM CO — Type PermaBase 12. Non - Bearing Wall Partition Intersection — (Optional) —Two nominal 2 by 4 in. studs or nominal 2 by 6 in. studs nailed together with two 3 in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non - bearing wall partition intersection per stud cavity. Non - bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. 13. Mesh Netting — (Not shown) - Any thin, woven or non -woven fibrous netting material attached with staples to the outer face of one row of studs to facilitate the installation of the sprayed fiber from the opposite row. 14. Mineral and Fiber Board* — (Optional, Not shown) — For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to framing with 2 in. long Type W steel screws, spaced 12 in. OC. The required UL Classified gypsum board layer(s) is /are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. HOMASOTE CO — Homasote Type 440 -32 14A. Mineral and Fiber Board* — (Optional, Not shown) — For use with Items 14B -14E) — For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to framing with minimum 1 -3/8 in. long ring shanked nails or 1 -1/4 in. long Type W steel screws, spaced 12 in. OC along board edges and 24 in. OC in field of board along intermediate framing. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. HOMASOTE CO — Homasote Type 440 -32 http: / /database.ul.com /egi- bin /XYV /template /LISEXT /1 FRAME /showpage.html ?name= BXUV.U305 &ccns... 7/26/2012 BXLTV.U305 - Fire Resistance Ratings - ANSI /UL 263 Page 9of10 14B. Glass Fiber Insulation — (For use with Item 14A) — 3 -1/2 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and /or Fire Resistance, placed to fill the interior of the wall. See Batts and Blankets (BKNV or BZJZ) categories for names of Classified companies. 14C. Batts and Blankets* — (As an alternate to Item 14B, For use with Item 14A), 3 in. thick mineral wool batts, placed to fill interior of wall, attached to the 3 -1/2 in. face of the studs with staples placed 24 in. OC. THERMAFIBER INC — Type SAFB 14D. Adhesive — (For use with Item 14A) - Construction grade adhesive applied in vertical, serpentine, nominal 3/8 in. wide beads down the length of both vertical edges of Mineral and Fiber Board (Item 14A). 14E. Gypsum Board* — (For use with Item 14A) - 5/8 in. thick, 4 ft wide, applied vertically over Mineral and Fiber Board (Item 14A) with vertical joints located anywhere over stud cavities. Secured to mineral and fiber boards with 1 -1/2 in. Type G Screws spaced 8 in. OC along edges of each vertical joint and 12 in. OC in intermediate field of the Mineral and Fiber Board (Item 14A). Secured to outermost studs and bearing plates with 2 in. long Type S screws spaced 8 in. OC. Gypsum Board joints covered with paper tape and joint compound. Screw heads covered with joint compound. Finish Rating 30 Min. AMERICAN GYPSUM CO — Type AG -C CERTAINTEED GYPSUM INC — Type FRPC, Type C CERTAINTEED GYPSUM CANADA INC — Type C CGC INC — Types C, IP -X2, IPC -AR GEORGIA - PACIFIC GYPSUM L L C — Types 5, DAPC LAFARGE NORTH AMERICA INC — Types LGFC -C, LGFC -C /A NATIONAL GYPSUM CO — Types FSK -C, FSW -C PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type PG -C. — Types FSK -C, FSW -C PANEL REY S A — Type PRC TEMPLE - INLAND — Type TG -C UNITED STATES GYPSUM CO — Types C, IP -X2, IPC -AR USG MEXICO S A DE C V — Types C, IP -X2, IPC -AR *Bearing the UL Classification Mark Last Updated on 2012 -06 -18 Questions? Print this page Terms of Use Page Top © 2012 UL LLC http: / /database.ul.com /cgi- bin /XYV /template /LISEXT /1 FRAME /showpage.html ?name= BXUV.U305 &ccns... 7/26/2012 BXUV.TLU305 - Fire Resistance Ratings - ANSI/UL 263 Page 10 of 10 When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the UL Environment database for additional information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2012 UL LLC ". http : / /database.ul.com /cgi- binIXYV /template /LISEXT/ 1 FRAME /showpage.html ?name= BXUV.U3 05 &ccns... 7/26/2012 CNJ( REScheck Software Version 4.4.2 Compliance Certificate Project Title: Townhomes of Westgate 7902 13.0 Energy Code: 1," 2009 IECC Window 1: Metal Frame:Double Pane with Low -E Location: Grapevine, Texas 8 Construction Type: Single Family 8 Glazing Area Percentage: 1% Window 2: Metal Frame:Double Pane with Low -E Heating Degree Days: 2683 4 Climate Zone: 3 4 Construction Site: Owner /Agent: Designer /Contractor: 2217 Churchill Loop Jason Rose Jason Rose Grapevine, TX 76051 Rockbrook Development LLC J Rose Architect 2209 Cameron Crossing 2209 Cameron Crossing Grapevine, TX 76051 Grapevine, TX 76051 (214) 454 -7895 (214) 454 -7895 Complianc& Passes using UA trade-off C pliance: 0.0% Better Than Code aximum ILIA: 1829 Your ILIA: 1829 Maximum SHGC: 0.30 Your SHGC: 0.30 The % r Worse Than Code index reflects ose to compliance the house is based on code trade -off rules. 8 It DOES NOT Drovide an es i enerov use or cost relative to a minimum -code home. Window 6: Metal Frame:Double Pane with Low -E Wall 1: Wood Frame, 16" o.c. 7902 13.0 0. Window 1: Metal Frame:Double Pane with Low -E 15 8 SHGC: 0.30 8 0.530 Window 2: Metal Frame:Double Pane with Low -E 15 4 SHGC: 0.30 4 0.530 Window 3: Metal Frame: Double Pane with Low -E 15 21 SHGC: 0.30 4 Window 4: Metal Frame:Double Pane with Low -E 15 11 SHGC: 0.30 8 0.530 Window 5: Metal Frame:Double Pane with Low -E 8 8 SHGC: 0.30 8 0.530 Window 6: Metal Frame:Double Pane with Low -E 8 SHGC: 0.30 C4 Report date: 07/25/12 Window 7: Metal Frame:Double Pane with Low -E 15 SHGC: 0.30 Door 1: Solid 21 Door 2: Glass 21 SHGC: 0.30 Wall 2: Wood Frame, 16" o.c. 10544 13.0 0. Window 8: Metal Frame:Double Pane with Low -E 20 SHGC: 0.30 Window 9: Metal Frame:Double Pane with Low -E 15 SHGC: 0.30 Window 10: Metal Frame:Double Pane with Low -E 15 SHGC: 0.30 Window 11: Metal Frame:Double Pane with Low -E 15 SHGC: 0.30 Window 12: Metal Frame:Double Pane with Low -E 15 SHGC: 0.30 Window 13: Metal Frame:Double Pane with Low -E 15 SHGC: 0.30 Window 14: Mejpl Frame:Double Pane with Low -E 8 t� t Lccptil Project Title: Townhomes of Westgate Data filename: C: \Users\ Jason \Documents \REScheck\2118.rck 637 0.530 8 0.530 8 0.530 8 0.530 8 0.530 4 0.530 4 0.530 8 1.000 21 0.200 4 854 0.530 11 0.530 8 0.530 8 0.530 8 0.530 8 0.530 8 �10.530(�� C4 Report date: 07/25/12 Page 1 of 7 SHGC: 0.30 Window 15: Metal Frame:Double Pane with Low -E 5 0.530 3 SHGC: 0.30 Window 16: Metal Frame:Double Pane with Low -E 21 0.530 11 SHGC: 0.30 Window 17: Metal Frame:Double Pane with Low -E 5 0.530 3 SHGC: 0.30 Floor 1: Slab -On- Grade: Unheated 131 0.0 137 Insulation depth: 0.0' Floor 2: All -Wood Joist/Truss:Over Unconditioned Space 400 30.0 0.0 13 Ceiling 1: Flat Ceiling or Scissor Truss 1001 30.0 0.0 35 Ceiling 2: Cathedral Ceiling 158 21.0 0.0 8 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements list n e RESgche�ck Inspection Checklist. � Name - Title Signature Date Project Title: Townhomes of Westgate Report date: 07/25/12 Data filename: C:\ Users\ Jason \Documents \REScheck \2118.rck Page 2 of 7 Irl REScheck Software Version 4.4.2 Inspection Checklist Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R -30.0 cavity insulation Comments: ❑ Ceiling 2: Cathedral Ceiling, R -21.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments: ❑ Wall 2: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments: Windows: ❑ Window 1: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes — Comments: ❑ Window 2: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes — Comments: No ZE ❑ Window 3: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 5: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes — Comments: Me ❑ Window 6: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 7: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 8: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: Project Title: Townhomes of Westgate Report date: 07/25/12 Data filename: C:\ Users \Jason \Documents \REScheck \2118.rck Page 3 of 7 #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 9: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC; 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 10: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 11: Metal Frame: Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 12: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 13: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 14: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 15: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 16: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 17: Metal Frame:Double Pane with Low -E, U- factor: 0.530, SHGC: 0.30, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, U- factor: 1.000 Comments: This door is exempt from the U- factor requirement. ❑ Door 2: Glass, U- factor: 0.200, SHGC: 0.30, Comments: Floors: ❑ Floor 1: Slab- On- Grade:Un heated, R -0 (uninsulated) Comments: ❑ Floor 2: All -Wood Joist/Truss:Over Unconditioned Space, R -30.0 cavity insulation Comments: Project Title: Townhomes of Westgate Report date: 07/25/12 Data filename: C:\ Users\ Jason \Documents \REScheck\2118.rck Page 4 of 7 Floor insulation is installed in permanent contact with the underside of the subfloor decking. Solar Heat Gain Coefficient: ❑ Solar Heat Gain Coefficient (SHGC) values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. r-I Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs /showers, and in openings between window /door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. FI Access doors separating conditioned from unconditioned space are weather - stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. ❑ Wood- burning fireplaces have gasketed doors and outdoor combustion air. F1 Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7 ACH at 50 pascals OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air - permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling /attic: Air barrier in any dropped ceiling /soffit is substantially aligned with insulation and any gaps are sealed. (c) Above -grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed /blown insulation extends behind piping and wiring. (f) Corners, headers, narrow framing cavities, and rim joists are insulated. (9) Shower /tub on exterior wall: Insulation exists between showers /tubs and exterior wall. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R- value. ❑ Materials and equipment are identified so that compliance can be determined. Fi Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications. Duct Insulation: F-I Supply ducts in attics are insulated to a minimum of R -8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R -6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and /or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). F1 Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstruction leakage to outdoors test: Less than or equal to 186.3 cfm (8 cfm per 100 f:2 of conditioned floor area). (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 279.5 cfm (12 cfm per 100 ft2 of conditioned floor area). Project Title: Townhomes of Westgate Report date: 07/25/12 Data filename: C:\ Users\ Jason \Documents \REScheck \2118.rck Page 5 of 7 (3) Rough -in total leakage test with air handler installed: Less than or equal to 139.7 cfm (6 cfm per 100 ft2 of conditioned floor area). (4) Rough -in total leakage test without air handler installed: Less than or equal to 93.2 cfm (4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: ❑ Where the primary heating system is a forced air - furnace, at least one programmable thermostat is installed to control the primary heating system and has set - points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric- resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Lj Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and /or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R -2. F1 Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R -3. Swimming Pools: ❑ Heated swimming pools have an on /off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and /or waste - heat - recovery systems. ❑ Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R -12. Exceptions: Covers are not required when 60% of the heating energy is from site - recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T -8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage — 15 (d) 50 lumens per watt for lamp wattage > 15 and — 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: Li Snow- and ice - melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement's'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values; window U- factors; type and efficiency of space- conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Townhomes of Westgate Report date: 07/25/12 Data filename: C:\ Users\ Jason \Documents \REScheck\2118.rck Page 6 of 7 CNJ/ 2009 IECC Energy Efficiency Certificate Ceiling / Roof 30.00 Wall 13.00 Floor / Foundation 30.00 Ductwork (unconditioned spaces): Window Door 0.53 0.30 1.00 0.30 Heating System: Cooling System: Water Heater: Name: Date: Comments: (�iiY OFF GRAPEVINE D SYSTEMS 1�'�'���tt�;�� ,. Dr #116 /Irving, TX 75039 RELEA PEM 6=22 -4/ www.strandsystems.com ENGINEERING INC °~v, f - FAX Apts: 972 - 243 -5417 ONS' March 19, 2012 SHEET:-- OF: RE! F.'7'- ''OES NOT FUTFORI 'F ANY WORK IN CONFLICT VVj t hs -i HE: bU!LGiI s CODE O ZONING ORDINANCE Rockbrook Development, LLC THIS PLAN TO BE KEPT ON THE JOB AT ALL ES 2209 Cameron Crossing BY: ' Grapevine, TX 75019 DATA: BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTI N IN EASr^AENTS OR ON PUBLIC RIGHT -OF -WAY. Gentlemen: AI I_ CHANGES MUST QL APPROVED The following foundation has been designed to soil conditions based on a soil analysis prepared by : Laboratory : Alpha Testing, Inc Report No.: G070408 Date: 9/7/2007 and in accordance with the 2006 International Residential Code, 2006 International Building Code and standard engineering practice. Effective Soil PI : 35% Qa: 1500 SSE Project No.: 1202203 Legal description of property Subdivision : Townhomes of Westgate Town /City: Grapevine Lot : /19 Block: A Address : X217 Churchill Loop Plan: 2118 R Respectfully, Strand Systems Engineering, Inc. r-cma 111 1'" Tamara L Spicer, P.E. President Enc: design calculations �lt�i�tttl 1�_ OF TF�ZZ� CO r .. .. r TAMARA L. SPICER r r...................... 0 92474 r r� D� 1 ICENSEO l lOW ii��,� Registration No: F -1629 CITY OF GRAPEVINE PWS I®# 2200013 e ION CERTIFICATION L WATER CUSTOMER SERVICE INSPECT �-- � �%�` BUILDING DATE: SWIMMING POOL ADDRESS: IRRIGATION PERMIT #: �.� o� PLUMBING I hereby certify that I have inspected the water supply system at the above referenced address. To the best of my knowledge, the materials and methods used in the installation of this system comply with the plumbing code adopted by the City of Grapevine. Plumbing code is located in Chapter 7, Article VIII, (Ordinance number 92 -17), and Chapter 7, Article V, (Ordinance number 01 -93). In addition, to the st of knowledge, no cross connection exists at this address at the time of inspection. SIGNATURE OF SPECTOR --NSE NUMB r TITLE I SP ff &CR DATE 0: \forms \waterservinsp, 0501 08/03 9 1 0 CV c °.'s C C -C � O As a¢ o � '9-6 Cn C +� bn. Z .f l �i V N W .0 v � �Q Y OF, GRAPEVINE ..�_ED FOR ° hUCTION — -- -- - -- OF:- 7 F ;'ANY WORK IN CONFLICT U ? OR ZONING ORDINANCE I , I L-.;E KEPT ON --A; L TIMES -ro CONSTRUCTI IN �., i, � -' • B .i R:GHT -OF -WAY. f.� °S T BE APPROVED SQUARE FOOTAGE CALLS. let Floor Living 878 2nd Floor Living 1240 Front Covered Porch(s) 16 Back Covered Porch(s) NA Garage 400 TILE ENTRY Total Living Total Covered 2118 2534 TILE PONDER Lot Lot Coverage fi TAE UTILITY GENERAL NOTES CONSTRUCTION: ANY CHANGES OR ADDITIONS 1.) MADE TO THE PLANS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER AND 94WW BE VERFIED PATH ARCHITECT BEFORE CONSTRUCTION NOTIFY ARCHITECT OF ERRORS, OMISSIONS, AND 2.) MSCRFPANCES IN CONTRACT DOCUMENTS, OR BETWEM CONTRACT DOCUMENTS AND ACTUAL SITE CONSTRUCTION CONDITONS, FLOORING SCHEDULE I ' -6" O I ^'1 CONSTRUCIM: ALL WORK TO BE IN 1) 122 SF TILE ENTRY ACCORDANCE TIER LOCAL BUILDING 32 SF TILE PONDER CODES AND ZONING ORDINANCES. 34 SF TAE UTILITY ALL SECOND FLOOR PLATE CALCULATIONS ARE BASED 4.) 122 SF TAE IOTm ON A 15' DEEP FLOOR JOIST SYSTEM. IF 0114ER 141 SF TAE DANNG FLOOR JOIST FRAMING IS USED, PLATE HEIGHTS 71 SF TAE MASTER BATH (NCLTIS COMMODE) SHOULD BE VERIFIED. 32 SF TAE UPSTAIRS HALL BATH EACH BEDROOM TO HAVE A MINIMUM OF ONE 12 SF TAE MASTER DOOR LOFT I� LOFT I 9' -11/2" 1 40 SF TAE I(ITCHIEN BAC(SPLAS H HO SF TAE MASTER SHOWER b� 16 SF TILE MASTER TUB SURROUND LOFT ' 93 SF TIE HALL TUB SURROUND 290 SF 42 YDS CARPET FAMILY 42 YDS CARPET MASTER BEDROOM LTNCL'DS CLOSET) NA 20 YDS CARPET STAIRS 2040 SH 2X4 96 YDS CARPET REMAINING UPSTAIRS I ' -6" O I ^'1 CONSTRUCIM: ALL WORK TO BE IN 1) .FLOORING SCHEDULE ASSUMES 12'x12' TILE AND /OR NDOO WASTE FACTORS "FOR 16'X16' ILE UPGRADES MULTIPLY SF X 1.05 (5X) Tn LS-5 1 2" ACCORDANCE TIER LOCAL BUILDING u+t1.00RING SCHEDULE ASSUMES It Rat CARPET PRODUCTS 3070 SH , .TWIN CODES AND ZONING ORDINANCES. — CARPET QUMIITTY MAY CIANGE F VAS aaTI E LAD DIAGONAL ADD 1f1.S0 SF PAYTBtl1 LABOR SEAT in ALL SECOND FLOOR PLATE CALCULATIONS ARE BASED 4.) I I I To I ' -01/2" 2' -1' ON A 15' DEEP FLOOR JOIST SYSTEM. IF 0114ER 1V I ' E� I FLOOR JOIST FRAMING IS USED, PLATE HEIGHTS Elf SHOULD BE VERIFIED. MASTER SUITE N ' SLOPE 1 18x614 ' I EACH BEDROOM TO HAVE A MINIMUM OF ONE 1 I 1 I I i I 2 -4. ( �� I M I LOFT I� LOFT I 9' -11/2" 1 WINDOW OR DOOR THAT MEETS THE EGRM S-9 1/2" RENxIMOTS GF S.7 SpUARE W. PROVIDE EDROOM #2 b� TEMPERED GLASS WHERE REQUITED BY BUILDING a LOFT ' CODES. WNDOW SIZES SHOWN MEET THE REQUIREMENT SLOPE 19'-1' CM I i 11x'10 ' OF 101E NATURAL UGHT PER ROOM. VERIFY WITH WINDOW MANUFACTURER ALL OT THE ABOVE. 2' -0' I I SEAT ?� � PROVIDE 2X6 WALL FRAMING WHERE REQUIfPD 6.) I I 3' -71/2' 9' -9 1/2" I 2040 SH 2X4 BY BUILDING OODE OR AS SPECIFIED BY 90 BEDDROOMI� #3 STRUCTURAL 94QK R. °13x513 ' I I in I 1 1076 REF. ELEV. PW Ell THESE DRAWINGS ARE NOT INCLUSIVE QF'M.".f REF. ELEV. H . 7'-10 1I7('A67. THE INFORMATION THAT WALT. BE NECESSARY FOR THE DFTHER T NTRACTOR SHALL CA BUILDER NN.L N® 7D PROVDE AOCTON SPECIFICATIONS DF APQPoMATION KKTT ON VA PIONS RIE DYAN90N JOINTS VAPOR BIRPoFAS, WEEP P EcT o o N s. 4S1 HOLES, INIEIIOR OTHER MM CONSTRUCTION OETAIS} WINDOW SRF.S ON PLANS ARE NOMINAL WINDOW n.) F"w """ "0' CONTRACTOR REGISTRATION ��� G A N 9•, WILL �E REVOKED U MECHANICAL, IFS? PLUMBING ARE DIAGRAMMATIC ONLY. ACTUAL INS BY DWFILR� TANS PERMIT EXPIRATION, DIMENSIONING PURPOSES: DO SOM T E 10.) DRAWINGS, VERIFY OMEIV90NS CONSULT ARCHITECT OF G Awrslq 14' -Y 4' -1 1/2' 5' -31/2' 3' -9 1/2" ' -4" A LS-5 1 2" REF. M. 3070 SH , .TWIN 0 0 11 i SEAT in •, I I I To I ' -01/2" 2' -1' 1V I ' E� I Elf MASTER SUITE N ' SLOPE 1 18x614 ' I I , 1 I 1 I I i I 2 -4. ( �� I M I LOFT I� LOFT I 9' -11/2" 1 S-9 1/2" EDROOM #2 b� SLOPE TO 1Y -1' CLG. 613x°10 LOFT ' SLOPE 19'-1' CM I i 11x'10 ' 5' -0. 5' -0. -- 2' -0' I I SEAT ?� � I I I 3' -71/2' 9' -9 1/2" I 2040 SH 2X4 I i BEDDROOMI� #3 °13x513 ' I I 1 1076 REF. ELEV. PW Ell S' 5' -0' REF. ELEV. H . 7'-10 1I7('A67. 24' -0" amez/ Frerl46 -p— O� l 6 f W Ua �tec &Y- 1W44u -' ' -s- &� => Ira-, i ir� -7. K K1 0 0 11 i in b b � 0 ` id I// A t b A'0110 T. 0 I i o+ � O b P8-v- a 00 (a I -f9c II l —U.'ll c" It REF. jt ■ DINING 1. I oil IA . r•� ►• U�� � 'N d. Ile QPnnF -J' r I/ 1'�" I N GARAGE 9' -1' CLG. N �Ox618 F I 0 ,f 16' -11` 2` m 1� — -.. f.' -A OR PLAN � SCALP 1/4'=V-10" 01 FIRST FLOOR PLAN 22 1,/ chtyrfffTi Loo t-tllS Drawn By. I ,lawn R. Rom Pupation Datc I ..o..— I INV%VO. C.= x 0 ' < ll t ro� (1(�'�l Y -1 ',�5- 0 IF- V4 C W x0 U Ra rn U^ SHEET Al 1 C� V li �•s �fl y d O (n Cl c:« Y UO 0 ;S c.v GJ� Cii �cc � G r V O GJ O O 3 c o� _B c v y i L=L .O O � a U C d c � 0 o 952 N O a �� .n � �v v a -v ,u 3i C cm �a FLR. T.P. EL 8' -1 1/� TP 8' -1 1/ Z / &I ! V REAR ELEVATION scma 1/8' =1' -0" /J1�vvV q RIGHT SIDE ELEVATION sCAU 1/8• -1'-0" 2ND FLR. T.P. EL. 8' -1 FRONT ELEVATION scmz 1/8 -1-0• GRAPEVINE I M WAS; -'' -' � - _' -•-' - 1/ i 11 1/8.. Drawn By. Jcm R Rom Prepatton Data. Revisions: Notes: ro X 0 < j s- x v N O I rWr^^ N �O WU H <17� SHEET A2 c 0 0 J � N f° �•s �Q N C � C p.o oa �U V\� C/7 � 0 o, o -O E 0 3 c o �.c d N J= v � C v+y � v Q O U O �a C cn V O U d N 'D o t o °w v � 9 L II 11 II II ��i � II II 1 I j I 31 30 I 29 I I 2� 27 26 1 II I 1 II 3 I Y..l. I 1 I rw r/ 1 24 _'; 23 1 1 f 1 I wl I f l l 3 I 11 II 33 32 I I� I I, 1 it I 31 30 I 29 I I 2� 27 26 1 II I 1 II 3 I Y..l. I 1 I rw r/ 1 24 _'; 23 1 1 f 1 I wl I f l l 1111 I11; I I ; I 11 J I r..l.. I =T- - -- 1 i1 I' I I I I I I I I 1 1 I I I I f 1 1 I 1 1 1 I i 15 I I I 1 I I I I CITY OF GRAPEV °�INE FOR ! OFD CO z"':`,'.'TRUCT10N 2 �II I, I II II II II II II I 14 13 _ I -il I II II I ` -- -- 1;12 I, II II I l fl l I HY1 21 I II Ifll I I7 111 20 i i 19 II I I II I I II I }��IpQ II 1 II II I 11 I I t �1 II 1/ I II II II I I 8 I, II II II 1� II �1 7 it II I I Y I I I I i I 1 I I I i i I 1 I 6 ! I I 1 I I 2 i I I I i I I I t I 1 I I I 1 I 5 c5 4T--__ E �)�Ec NOT AY T HOR!ZE ANY WORK IN CONFLICT HE RiJILC! ",'G CODE OR ZONING ORDINANCE 01 SUPFLOOR PLAN R'S "'LAN11 TO BE KEPT ON SCALE 1/8" =1' -0" .��.�B AT ALL Ti1\4ES _ 'TIUN DM ;10 d . - .. _ '' _ - ,pp Corv,_ T Rf 1CTIOI IN -I r; i ;1•: RL;i?LIG P! ^HT -OF -WAY. z- 111 E APPROVED 2ND FLOOR SYST 2X12X20' -y2 SYP OR BETTER 27 EA 2X12X18' -#2 STY OR BETTER 9 EA 2X12X18' -y2 SYP OR BETTER 20 EA 2X12X18' STAIR STRINGERS 3 EA 4XBX3/4" T&G 0S8 SUBFLOOR 39 EA 2X12X20' STAIR TREADS 4 EA TUBES SUBLOOR GLUE 1 12 EA 1 TLOOR JOIST FRAMING PLAN SCALE 1/8 " =1' -0" 2217 Churchill Loo Drawn ey R, Rose Prepation Data Revisions: Noiea X QJ Q Q -I 2 --� x M W � ° Ur� W -- Fi 'd- SHEET A3 0 J 0 v d t � as "� sue. o N °o O O �C U � v o c �U C; c O � N a+ c �R,c 8 o �� C .92, a v N cv 3 o v �o p,U a� c � t 0 0C U G � t7 0 A2 v v� 0 �v $ v 'g o v+ U O N � o Al Ly rn dc 0 �o zs� ggQ I 1 it ii "THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN-1-LO 150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED TO BE - REDUCED TO 1 TO 300, PROVIDED AT LEAST 50% AND NOT MORE I to I 4' SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR b Y SAVE OR CORNICE VENTS." /l 4' FLOOR AREA 1,246 TYPICAL 8 "X16" ALUMINU SOFfiIT tET FREE AREA IN 98 TYPICAL STATIC OOF T I ET FREE AREA 1N 14d 11 11 II II I I, I 1, 1 14' 2X6 #MF OR BETTER II NTS REQUIRED 0 5 11 ON REQUIRED X 7 II I I, ., 10' 2X8 � ii 14' 2X6 rAFF OR BETTER If I I II ; 10' 2X6 , �I I 1 �14' 2X6 /1SPF OR BErFM n II II I td , I 10' 2X6 1 I, II I I 14' 2X6 j25?F OR BETTER n II 14' „ 10' 2X6 i ii 14' 2X6 /2SPF OR M70 II 1 II j 11 - -- -10' = ii Ir- 2X8 �i i 14' 2X8 �28PF OR BETTER II 11 10 2X8 u L- - - -r -'1 16' 2X6 16' 2X6 14' 2X8 /25PF OR BETTER II 10' 2X6 _S F! -aAt �.- -=�� IFM - ' CC,, -i-,l 10' 2X8 I---- r�- I, w l A t A l p IA 11 , 11 I �c :141.21 �f"" Il ull t0' 2X8 I I, 14' OR BETTER I d '41; j 10' 7X8 11 1 I w L - -- - -- - -- _ * - -�li 14' 2X8 F OR BETTER 6 i � I 6. 14' 2X6 F OR BETTER 1 "o �It -- * I L - J- "�Ir ---y `- 7 I„ 14 2X6 p1..5PF OR BETTER gg gg 1 yg I I v 1 2X6 10' 6' I m I 2X6 10 1 4' 7to 4' 1 I 2X8 10' .� m 4' 2X6 10' I t 1 I I �I 1 2X6 10' I II x I I I it ' 11 m 1 II I �1 I II 1 ' O 11 1 II I II II !I I 2X610' Ij 1 II 14' 2X6 I ii �I I 2X8 10' 1 1 II I C II ;, 6' YXB II Ij 14' 2X6 1 ! I II 1 ! 6' 2X8 I j 1 11 I4' 2X8 1 I �F -�6 == �! 14' 2X8 I II 11 6' 2X6 I1 1 11 14' 2X6 I II II I II 14'2X6 1 ii I 14' 2X6 01 CEILING JOIST FRAMING PLAN SCALE 1/8 " =1' -0" I 1 m "THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN-1-LO 150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED TO BE - REDUCED TO 1 TO 300, PROVIDED AT LEAST 50% AND NOT MORE I to I 4' SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR b Y SAVE OR CORNICE VENTS." b 4' FLOOR AREA 1,246 TYPICAL 8 "X16" ALUMINU SOFfiIT tET FREE AREA IN 98 TYPICAL STATIC OOF T I ET FREE AREA 1N 14d NEr—M CROSS- VEt1T1 ON REQUIRED N 599 IMUM III ROOF NTS REQUIRED 0 5 MINIMU / T CRO SS VENIIITl ON REQUIRED X 7 4OX INTAKE TO EIXNA HOME VEN I LA T RULE OF THUMB PER THE ING INSTITUTE (WWW.HVI.ORG) td 10 Iv 14' 16' 2X6 18' 2X6 -� 16' 2X6 2X6 16'16' 2X6 —� I 16' 2X6 16' 2X6 16' 2X6 16' 2X6 16' 2X6 16' 2X6 16' 2X6 t8' 2X6 16' 2X6 16' 2X6 14' I I 10 10' � � I 6. m � I I v m 7to 4' .� m 0 - - L I - - 14' 2X6 14' 2X6 14' 2X8 I 14' 2X6 14' 2X6 14' 20 14' 2X6 ' 14' 2X6 14' 2X6 01 RAFTER FRAMING PLAN SCALE 1/8"=V-0" 8:12 ROOF VENTILATION CALCULATIONS ROOF VENTING PER IRC SECTION R806 "THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN-1-LO 150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED TO BE - REDUCED TO 1 TO 300, PROVIDED AT LEAST 50% AND NOT MORE THAN 80% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS WTH THE BALANCE OF THE REQUIRED Y SAVE OR CORNICE VENTS." TOT"' IA FLOOR AREA 1,246 TYPICAL 8 "X16" ALUMINU SOFfiIT tET FREE AREA IN 98 TYPICAL STATIC OOF T I ET FREE AREA 1N 14d NEr—M CROSS- VEt1T1 ON REQUIRED N 599 IMUM III ROOF NTS REQUIRED 0 5 MINIMU / T CRO SS VENIIITl ON REQUIRED X 7 4OX INTAKE TO EIXNA HOME VEN I LA T RULE OF THUMB PER THE ING INSTITUTE (WWW.HVI.ORG) dd mm VENT 12:12 I I I I ( I I I L - - - 'L SHEET: • I I I I I VENT I I RELEASE DOES NOT AUTHORIZE ANY WORK yAf O I�TF PLAN WITH THE BUILDING CODE OR 7( Nt; �NI n A FLAN f U BE KEPT ON SCALE 1/8 " =1' -0" THE JOB AT ALL T! ES DATE: 7 —�%vZ BY: BUILDING INSPECTION DIVISION RELEASE DOES NOT221 ST , ON IN rr ill EASEMENTS OR I r I�1 V� ALL GHANGE ; q 11 1 Drawn By. Prwation Date: Notex II l 4� x X o r) ii LLJ -J j x C14 M W � 0 U V_ O) u °° SHEET 0 a o� U� a� •s Vf O to O C $ CC OC O Y V O CN O V � GJ� (n C � O ks ° � C c .o 3 0, c � c U•� y Z O � V y o � a �3 c =M� o V U $ o V � c ° � o v+ aci ° V1 D L I y_c � o � o N u�i tr U � .C� C= P � Q V /�cL� "�Gr ��a idvt 12 A; 1 re- tca/tt/ C/rcu,'_L ire a k-P s l °jr O Ci`rcui� r LQ CITY OF GRAD PEVII ES NOT AUTHCRIZ E ANY WORK 02 SECOND FLOOR ELECTRICAL PLAN ,',`':`' E ='R �ONII�JIIfLOOR ELECTRICAL PLAN i : i �_: ,, .l TO SCALE 1/8 " =V -0" `?= , AT ALL 1-1 s SCALE 1/8 " %- -'e�_i /;7 -- ey: I Sr ON pj1 /ISjON /V L Cj LYT R `\ 217 Churchill L ®o O - OIINSTRUC ION h C PI wi IC RIGHT-O. t T_ l�f Rf�i>ci� Drawn By. Jason R. Rose Prepation Date: Revisions: Notes: m�m UX x -1- 23 -1 "L t° M 0 rWr^^ N V1 � O U x00 rn U °° a*-) SHEET A5 �1 ELECTRICAL SYMBOLS LIGHT FIXTURES CEILING MOUNTED 1� { WITH PULL CHAIN 7 WALL BRACKET, INTERIOR AND EXTERIOR RECESSED IN CEILING OR SOFFIT �T RECESSED "WALL WASHER" IN CEILING OR SOFFIT 00 SINGLE UP FLOOD SINGLE DOWN FLOOD DOUBLE UP FLOODS yQ DOUBLE DOWN FLOODS UNDER CABINET LIGHT FLOURESCENT FIXTURE CONVENIENCE OUTLETS 110 V. DUPLEX OUTLET; =OWP WATERPROOF GROUNDFAULT 12" ABOVE FLOOR TYP. OUTLET 220V. OUTLET FLOOR OUTLET 110 V. QUADPLEX OUTLET _ SOFFIT MOUNTED OUTLET 220 V. QUADPLEX OUTLET -� SWITCHED OUTLET (TOP OUTLET ONLY) =i2" OISTANCE ABOVE FLOOR; SWITCHED OUTLET OTHER THAN 12" (BOTH OUTLETS) -eCGROUND FAULT RANGE OUTLET CIRCUIT INTERRUPTER SWITCHES SINGLE POLE SWITCH FOUR WAY SWATCH T4 3 THREE WAY SWITCH �D DIMMER SWITCH GENERAL ® EXHAUST FAN 14% DOORBELL 8 l {y} EXHAUST FAN W/ LIGHT (:) SMOKE DETECTOR Y SD TELEPHONE OUTLET HE CABLE OUTLET CHIME THERMOSTAT CEILING FAN ELECTRICAL PANEL EP Kfl SECURITY SYSTEM KEYPAD GARBAGE DISPOSAL D CEILING FAN W/ p ELECTRIC METER LIGHT KIT E CITY OF GRAD PEVII ES NOT AUTHCRIZ E ANY WORK 02 SECOND FLOOR ELECTRICAL PLAN ,',`':`' E ='R �ONII�JIIfLOOR ELECTRICAL PLAN i : i �_: ,, .l TO SCALE 1/8 " =V -0" `?= , AT ALL 1-1 s SCALE 1/8 " %- -'e�_i /;7 -- ey: I Sr ON pj1 /ISjON /V L Cj LYT R `\ 217 Churchill L ®o O - OIINSTRUC ION h C PI wi IC RIGHT-O. t T_ l�f Rf�i>ci� Drawn By. Jason R. Rose Prepation Date: Revisions: Notes: m�m UX x -1- 23 -1 "L t° M 0 rWr^^ N V1 � O U x00 rn U °° a*-) SHEET A5 �1 CITY OF GRAPEVINE (RELEASED FOR CONSTRUCTIOI N SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDiNANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL Ti DATE: BUILDING INSPECTION D!VISIOi RELEASE DOES NOT APPI_1' TD CON8TR-CTO ; ', EASEMENTS OR ON PUBLIC RiGHT - OF- WA'r', ALL CHANGES MUST BE APPROVED Foundation Notes: 1)Drainage shall be maintained around the foundation at all times during and after the construction period. Surface water shall flow rapidly away from the foundation. The builder shall advise the buyer of his responsibilities to maintain drainage and soil moisture so that future soil movements are minimized. 2)Slob shall be 4' thick, U.N.O. 3)Beams shall be IT V* 3d 'D" 4)Concrete shall have a minimum 3000 psi 28 day compressive strength. 5)All strands shall be 1/77- 270K (See Gen. Notes) 6)BS & -- - indicate beam strand to be draped down into bottom of beam. See beam strand detail on Detail Sheet. Beam strand required only if shown on foundation plan. 7)See General Notes and Typical Detail Sheet. 8)( *) Asterisks indicate dims, to be verified or furnished by builder. See note #3 under concrete construction on Gen. Notes Sheet. 9)If uncontrolled fill exists on the site, piers may be required: NOTIFY ENGINEER. 10)Strand length and beam dimensions are identical in all elevations unless noted otherwise n partial drawings. 11) Is plan is invalid unless accompanied by a letter from Strand Systems Engineering authorizing its use on a specific Lot, Block, and ress in a given subdivision. 12) engineering design is based upon geotech nformation from the following soil report: Lab: Alpha Testing, Inc Report No.: 0070408 Date: 9/7/2007 NOTE Potential soils movements will increase if building pads are allowed to dry out prior to construction. This office recommends procedures be used to maintain at least a "normal' or "average' soil moisture content. Grading plan shall ensure that positive drainage is maintained away from the foundation. This office recommends a 5 percent slope for the first 10 feet from the building pad. Failure to maintain drainage may allow water to pond or collect around the foundation, causing potential heave far in excess of that predicted in the geotechnicol report. Cubic Yards of Concrete: 41 (Approx. - no waste factor) Lineal Foota a of Grade Beams -f Interior Beams: 19S Perimeter Beams: 175' TOTAL: 369 Slab Area (sgfL): 1328 2-J4x58"- each way, T &B, 3+4s,T&B L -Bar 74 =11" 1! g' 5 Spaces ®4=4 1/2" ( +/) = 21=11" 8'-5 1/7' 9-D 1/2" 9 -5' •tip 2A 04 O, oNO CP Fi b 00 - C NTl� N Q u h fD cn m c 1 0 yi� r-4 I o II- z BS-28 Q �t CD a — — -� I— -- --1 �- - -- I S-27 ! I I I I S-27 ! L ---- - - - --I �— (2)B &28 I- - - - --I 7 - - - --1 17- - - - --I ! I I I S-27 I II II l I II ! U Q) I 10A I I S27 L 0 r r- - - - -- i - - --� 1 — (2)BS-28 I II II S-27 II II ! L — — II II I — J L -.. - - J L- — (2)BS 28_ J' ! r i CITY OF!GRAPEVIN I I ,o I q"� I IRE L �-l' 0521- .. I , �,�.Iz:t. . I- - -- -j L - - -- —I L --J E SSE DOEc ^, !0 - ,U7HPPI A.I I 7r. 11 I� H THE r✓:U'!_DthC' G ' LvNI ^ -!G G' THI -- P) - "'�)! I'`_ \SE KEPT t T@ E j- IA A;_L TiMES o r S`27 7A I I I N gY; W ~ �- L AT'E�},.L.�dOOfi s�rr' Y I O - ONoTr? 1A EASEM1,!i>TS 0r.IO�! PI BL. IC RIGHT - O U LL CH IGES MUST BE O 4A ! J, I II SHEET N0. r' 5.22 No 1202203 — BS-23 bL r 2A 2i4s,Top Sim 13 13 9-5 112" e-5 t /2" 5-d' 1'-6" 16-11" 1' -6" 24411" Foundation Plan 2A N b � m C ^P•;i =UC iNAJN ,E rlr" IN f}A OVED 2- J4s,Top E 0 D N O v `o °m c ,o U O N m L c a N U N 0 U �z O U N W `w .s �N N � z¢ a� u) o O C 'U � C aE T N a d 0 5, E �a �y .v so 3 � O C 0_ •- o h U �N L C " O 0 0 n N L � C � O � N c _c ti o N � c N o m 'u va �a o n c m o '- a a O 0 �o y 3 •tip 04 O, oNO CP Fi b 00 - C NTl� N Q u h fD cn m c 1 0 yi� r-4 I o II- z o Q �t CD a I N.5 J +J W -'_' c 0 Ej 1 C() 0 N4-- 02 _ 0 S U Q) O �j.�°o L 0 r 0 0 0 — C14 ° N N ^o _j 154 UJ W ~ Z Of p Y 2 w D O O U p U O U U) SHEET N0. FD 1 No 1202203 E 0 D N O v `o °m c ,o U O N m L c a N U N 0 U �z O U N W `w .s �N N � z¢ a� u) o O C 'U � C aE T N a d 0 5, E �a �y .v so 3 � O C 0_ •- o h U �N L C " O 0 0 n N L � C � O � N c _c ti o N � c N o m 'u va �a o n c m o '- a a O 0 �o y 3