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Home My WebLink AboutCOMA2012-3704101v * T DATE OF ISSUANCE: ��o• 0� ' -; 'GRAPEVINE �.- 3 "l a i, H; x A S PERMIT #. BUILDING PERMIT APPLICATION PLEASE PRINT JOB ADDRESS: �� / L ,,�I AS �r iGJ� SUITE # LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): L/a;iy - CURRENT MAILING ADDRESS: ,ice Cry b ICJ CITY /STATE /ZIP: I�� e �> 7_X 7_4 2Y% - PH: # Q Fax # PROPERTY OWNER: CURRENT MAILING ADDRESS: CITY/STATE/ZIP: i ; v��ilo C$% PHONE NUMBER: 77// 3' PROJECT VALUE: $� �== FIRE SPRINKLERED? YES ;/� NO DESCRIPTION OF WORK TO BE DONE: c��ji�uc fic� USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: �� y(�6AZ„ I_4- �^ * *Total Square Footage under roof: i -U Square Footage of alteration /addition: 11i _ 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) a' I hereby certify that n s have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: .,U), r E iz� 3So (Q+ (Not required for 1 & 2 family dwellings) 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 ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL /OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY S). PRINT NAME: e , SIGNATURE - PH #: ��}� y� FAX #: EMAIL: [ [3 CHECK BOX IF PREFERRED TO BE CONTACTED BY E -MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type.3m Permit Valuation: $ - Setbacks proval to Issue Occupancy Group: Fire Sprinkler: YES NO Front: Electrical Division: Building Depth: Left: Plumbin Zoning: L Building Width: Rear: Mechanics M Occupancy Load: q(a ,_ lei oe Right: Plan Review Approval: Date: I tZ Building Permit Fee: Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Oi I tZ. Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: d Water Availability Rate: Approved for Permit: Date: I ( Total Fees: 4- Lot Drainage Submitted: ` Approved: Total Amount Due: 'I } MECHANICAL D=EB 4 Z0 1- CITY OF GRAPEVINE ELECTRICAL PLUMBING PERMIT APPLICATION (PLEASE PRINT) FUEL GAS % F FfS P) f t ! l 'F PERMIT # 13 A C 9(,4 7 BLDG. PERMIT # y . 3 ) dP DATE: ) z �/ z / � SUITE # JOB ADDRESS: �-o & � DESCRIPTION OF WORK: PROPERTY OWNER: / CONTRAC G��OM�PANY: / �� c� G ct �- J e ,T i U ADDRESS: D ADDRESS: ( JC CITY /STATE /ZIP: CITY /STATE /ZIP: r( c ��`� rd l PHONE NUMBER: PHONE NUMBER: �Q R 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 $ 96.43 ROOF 3,001- 3,500 $ 103.08 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 � �� $_ DSO, ' 100,001- 500,000 500,001+ $ 327.00+ .005 DOLLAR $ 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 $ 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* REINSPECTIONFEES ................................................................................... ....................... ......... $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, ANDJF /�IAT V RIFICATION OF ENERGY CODE COMPLIANCE SHALL n:ITTED TO THE ITY UPON REQUEST. SIG TURE RACTOR OR A HORIZED AGENT PRINTED NAME (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE #:_ 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 6/21/01 REVISED: 10101, 5/06, 2/07, 7/07, 8/09, 11/09, 4/11 O: \FORMS \DS APPLICATIONS - FEES \MEP APPLICATION 4- 11.doc (817) 410 -3165 --�N CITY OF GRAPEVINE T MECHANICAL ELECTRICALPLUMBING FUEL GAS I PERMIT APPLICATION (PLEASE PRINT) 1 PERMIT# �9 lj o BLDG. PERMIT 72 3� DATE: JOB ADDRESS: D / s J SUITE # j I 7" Cam, t --� , (Q JJ DESCRIPTION OF WORK: Qn ejC PROPERTY OWNER: /' nrO "� CONTRACTING COMPANY: / , ' kj e (/ ADDRESS: !O /(J' �l / ADDRESS: n ®� �`. CITY /STATE /ZIP: � � �J � CITY /STATE /ZIP: krQ PHONE NUMBER: PHONE NUMBER: C TYPE OF OCCUPANCY 13UILDING AREA (SO 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 $ 96.43 ROOF 3,001- 3,500 $ 103.08 3,501 - 4,000 $ 109.73 $ 4,001 + $ 120.37 EACH TRADE II. A, E, I,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 0 $ 32.00+.01 PER 1 GARAGES, FACTORIES, 50,00 - 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: $ �0� 5,001- 50,000 50,001- 100,000 100,001- 500,000 500,001+ $ 27.00+.009 $ 127.00+ .007 PER $ 327.00+ .005 DOLLAR $ 1,327.00+.003 TVALUATION rye// $ U 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 $ OAFORMS \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 TH VERIFICATION OF ENERGY CODE COMPLIANCE SHALL E SUBMITTED TO THE CITY UPON REQUEST. SIGNATURE OF CO T HORIZED AGENT PRINTED NAME (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE #: Z�o '31v - �(/ 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 (817) 410 -3165 6/21/01 REVISED. 10/01, 5/06,2/07,7/07, 8/09, 11/09,4111 OAFORMS \DS APPLICATIONS - FEES \MEP APPLICATION 4- 11.doc vMECHANICAL, tv� CITY OF GRAPEVINE ELECTRICAL PLUMBING X FUEL GAS PERMIT APPLICATION (PLEASE PRINT) PERMIT # _ 21.zl _W�7 BLDG. PERMIT # I l;L _ DATE: JOB ADDRESS: �. % SUITE # DESCRIPTION OF WORK: _ PROPERTY OWNER: CONT)RACTING COMnPANY: / %Y 6j,,41211 1 Vln G / ADDRESS: ADDRESS: 3P-Y G,02, CITY /STATE /ZIP: CITY/ S ATE /ZIP: kce _ �e PHONE NUMBER: PHONE NUMBER: '/7-..& 3 --elzZ33 TYPE OF OCCUPANCY BUILDING AREA (SO 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 $ 96.43 ROOF 3,001 - 3,500 $ 103.08 3,501 - 4,000 $ 109.73 $ 4,001 + $ 120.37 EACH TRADE il. 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 50,001- 100,000 $ 27.00+.009 $ 127.00+ .007 PER $ Uc�C� ` 100,001- 500,000 500,001+ $ 327.00+ .005 DOLLAR $ 1,327.00+,003 TVALUATION $ VVV 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 $ OAFORMS \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 VERIFICATIO"F ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE #: 14r,0WA4 v PRINTED NAME 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 6121101 REVISED: 10/01, 5/06, 2/07, 7/07, 8/09, 11/09, 4111 O: \FORMS \DS APPLICATIONS - FEES \MEP APPLICATION 4- 11.doc 65 a MECHANICAL CITY OF GRAPEVINE ELECTRICAL PLUMBING PERMIT APPLICATION (PLEASE PRINT) FUEL GAS PERMIT # 2 , 3 _T_K_DG. PERMIT # / ? Ll ( DATE: JOB ADDRESS: — SUITE # / < DESCRIPTION OF WORK• , � 3- 7 PROPERTY OWNER: CONTRACTING COMPANY: / �, /'' IIP> L ADDRESS: o ( ! ADDRESS: / CITY /STATE /ZIP: CITY /STATE /ZIP: - Z4 PHONE NUMBER: 0G, - PHONE NUMBER: TYPE OF OCCUPANCY B ILDING AREA (SO 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 $ 96.43 ROOF 3,001- 3,500 $ 103.08 3,501 - 4,000 $ 109.73 $ 4,001 + $ 120.37 EACH TRADE II. A, E, I, 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 $ �Oj OOd,OD 50,001- 100,000 100,001- 500,000 500,001+ $ 127.00+ .007 PER $ 327.00+ .005 DOLLAR $ 1,327.00+.003 TVALUATION ("I ° Iff 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 -1 t.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, AN AT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. l D SI TURE OF C TRACTOR OR AUTHORIZED AGENT PRINTED NAME (OR HOMEOWNER FOR HOMEOWNERS PERMITS) %/ '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 (817) 410 -3165 6/21/01 REVISED: 10/01, 5/06,2/07, 7/07,8/09,11/09,4/11 O: \FORMS \DS APPLICATIONS - FEES \MEP APPLICATION 4- 11.doc M4 21 2013 /"-), - 376 1 ENERGY CONSERVATION INSPECTION CERTIFICATION FORM (ALL OCCUPANCIES EXCEPT SINGLE FAMILY RESIDENTIAL) Project Name: P Aic..)C IS Address of Inspection: L / ` Name of Company Performing Inspection r L If Name of Certified Inspector Performing Inspection: /1 k. C.-V i� ICC Energy Code Inspector Certification Number: /! ,�j�_ '-,-,0"7 In accordance with State Law (Senate Bill 5 enacted by the 77th Legislature of the State of Texas), I hereby certify that I have inspected the above referenced structure and that it complies with the International Energy Conservation Code and any Amendments adopted by the State of Texas and / or the City of Grapevine. Signatur4on&pector Development Services Department The City of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410 -3165 Fax (817) 410 -3012 * www.grapevinetexas.gov OAFORMSIDS ENERGY CODE RELATED NEnergyCommCertForm- Mar07.doo I �J 2012 IECC Generated by COMcheck -Web Software Envelope Compliance Certificate Section 1: Project Information Project Type. New Construction Project Title - Construction Site: Owner /Agent: Designer /Contractor: 501 Industrial Boulevard GT Products Office Repair Grapevine, Texas Section 2: General Information Building Location (for weather data): Grapevine, Texas Climate Zone 3a Building Type for Envelope Requirements: Non- Residential Vertical Glazing 1 Wall Area Pct.. 22% B,tj iIdl_ngTYRe Floor Area Office Repair (Office) 5600 Section 3: Requirements Checklist Envelope PASSES Design 31., iletief th�in �,ode Climate- Specific Requirements: Component Name /Description Gross Cavity Cont. Proposed Budget Area or R -Value R -Value U- Factor U- Factona) Perimeter Roof Insulation Entirely Above Deck, High Albedo Roof Exemption 5600 - -- 30.0 0.032 0.048 = Steep Sloped Roof Floor Unheated Slab -On -Grade 5600 -- - -- — Ext. Wall: Steel- Framed, 16in, o c. 2765 21.0 0.0 0106 0.064 Window. Metal Frame, 2 Pane w/ Low -E, Clear, Fixed, SHGC 0.25 576 -- 0.330 0.460 Door Glass (over 50% glazing), Metal Frame, Entrance Door, 67 — -- 0 330 0.460 SHGC 0 25 Door Unnsulated Double -Layer Metal Swinging 42 — -- 0.320 0.610 (a) Budget U- factors are used for software baseline calculations ONLY, and are not code requirements. i'rLeakage, Component Certification, and Vapor Retarder Requirements: 1 Air leakage of fenestration. Windows /non-g lazed sliding and swinging doors /skylights with no weepage openings — 0.20 cfm /ft2 Skylights with weepage — 0 30 cfm/ft2. Curtain walls/storefront glazing — 0.06 cfm /ft2. Doors: glazed swinging entrance /revolving /rolling — 1.00 cfm /ft2. Doors: garage — 0.40 cfm/ft2. Exceptions J Field- fabricated assemblies. Doors and access openings from conditioned space to shafts, chutes stairways and elevator lobbies are gasketed, weatherstripped or sealed. Exceptions: Project Title -- Data filename: �� / _ 1 , 1 'S ft Repo Agee; 1of 12/12 OCT 18 2012 (� r a 3� 0 `4 Sol s-t-c- i cit l v af J Door openings required to comply with International Building Code as per Section C402.4.4. Z3. Stairway and shaft vents are provided with Class I motorized dampers with a leakage rate — 4 cfm /ft2. Dampers are installed with controls so that they are capable of automatically opening upon activation of any fire alarm or the interruption of power to the damper. 4. Outdoor air supply and exhaust openings are provided with Class IA motorized dampers having a leakage rate 4 cfm/ft2. Exceptions: J Gravity (nonmotorized) dampers having with a leakage rate 20 cfm /ft2 for ventilation air intakes protected from direct exposure to wind. J Gravity (nonmotorized) dampers having a leakage rate x=20 cfm /ft2 are permitted for exhaust and relief dampers for buildings less than three stories in height above grade, or where the design outdoor air intake or exhaust capacity x=300 cfm. J Dampers smaller than 24 inches in either dimension are permitted to have a leakage 40 cfm/ft2. 'go doors and loading dock doors are weather sealed. �'i�X . Building entrance doors have a vestibule equipped with self - closing devices. Exceptions: J Building entrances with revolving doors. J Doors not intended to be used as a building entrance by the public, or intended solely for employee use. J Doors that open directly from a space less than 3000 sq. ft. in area. J Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. rJ Doors opening directly from a sleeping /dwelling unit. Component R- values & U- factors labeled as certified. � No roof insulation is installed on a suspended ceiling with removable ceiling panels. ther' components have supporting documentation for proposed U- Factors. 10. Insulation installed according to manufacturers instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. Except when instructed otherwise, edge joints between overlapping ifayers of continuous insulation are staggered. 11. Radiant panels and associated components, designed for heat transfer from the panel surfaces to the occupants or indoor space are insulated with a minimum of R -3.5 imum Skylight - Daylighting Requirements: 12. in enclosed spaces > 10,000 ft2 directly under a roof with ceiling heights >15 ft. and used as an office, lobby, atrium, concourse, corridor, storage, gymnasium /exercise center, convention center, automotive service, manufacturing, non - refrigerated warehouse, retail store, distribution /sorting area, transportation, or workshop, the following requirements apply unless exempted: (J The daylight zone under skylights is >= half the floor area; J The skylight area to daylight zone is >= 3 percent with a skylight VT >= 0.40: or a minimum skylight effective aperture >= 1 percent. Exceptions: J Spaces where the proposed general lighting power densities { 0.5 W /ft2. J Areas with obstructions that block direct beam sunlight on — 112 of the roof over the enclosed area for more than 1,500 daytime hours per year between 8 am and 4 pm. J Spaces where the daylight zone under rooftop monitors is > 50 percent of the enclosed space floor area. _. .Skylights in office, storage, automotive service, manufacturing, non - refrigerated warehouse, retail store, and distribution /sorting area have a measured haze value > 90 percent unless designed to exclude direct sunlight. Aoditional Efficiency Package Requirements: . The high efficiency HVAC option has been selected as the additional efficiency package required by this energy rode. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Section 4: Compliance Statement Project Title. Report date: 10/17/12 Data filename: Page 2 of 12 Compliance Statement., The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2012 IECC requirements in COMcheck -Web and to comply with the mandatory requirements in the Requirements Checklist. iak\o-CA eA� - .xk� 10 - l q - I Q Name - Title T _ r 1, l; c s'C O Signature Date C7,( �.X� V �2 Project Tide: Report date: 10/17112 Data filename: Page 3 of 12 2012 IECC Generated by COMcheck -Web Software Interior Lighting Compliance Certificate Section 1: Project Information Project Type- New Construction Project Title : Construction Site - 501 Industrial Boulevard Grapevine, Texas Owner /Agent: Designer /Contractor: GT Products Office Repair Section 2: Interior Lighting and Power Calculation A B C D Floor Area Allowed Allowed Watts Watts / ft2 Office Repair (Office) 5600 0.9 5040 Total Allowed Watts = 5040 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Oflice Repair (Office, 5600 sq.ft.) Compact Fluorescent. Triple 4 -Pin 13W / Electronic 2 63 78 4914 Total Proposed Watts = 4914 Section 4: Requirements Checklist hting Wattage: 1 Total proposed watts must be less than or equal to total allowed watts. Allowed Wattage. 5040 Proposed Wattage: 4914 Complies: YES Mpfidatory Requirements: 2. Dwelling units (complete independent living facilities) within commercial buildings are not required to comply with interior lighting requirements of this code provided that —75 percent of the permanently installed fixtures other than low voltage lighting contain only high efficacy lamps Manual Controls. Each enclosed space has manual lighting control. Remotely located manual controls are labelled for area of service and indicate on /off status. Exception(s) L.] Security /emergency areas with 24 -hour operation. Stairways /corridors that are means of egress. Light Reduction Controls Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires, dual switching of alternate rows of luminaires.. alternate luminaires, or alternate lamps, switching the middle lamp luminaires independently of other lamps, or switching each luminaire or each lamp. Exception(s) J Only one luminaire (lamp < 100 W) in space. • An occupant - sensing device controls the area. • The area is a comdor, equipment/store rooms, restrooms, public lobby, elec. /meth, room, or sleeping unit. J Areas that use < 0.6 Watts /sq.ft. Project Title: Report date: 10/17/12 Data filename: Page 4 of 12 I-- �r j Daylight spaces having automatic daylighting controls. 5. Automatic time switching controls are installed and have an override switching device, The override switching device allows for <= 2 hour operation cycle within spaces <= 5000 sq.ft., manual operation, and is readily accessible and located where the operation of the connected lights are visible or communicated to the switch. Exception(s): LJ Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security or where lighting is intended for 24 -hour operation. LJ Emergency egress lighting. L] Spaces where lighting is controlled with occupancy sensors, Malls, arcades, auditoriums, single tenant retail spaces, industrial facilities and arenas that are — 20,000 sq.ft. are exceed the 2 -hour operation cycle limit when a captive key device override switch is installed. permitted Occupant sensors are installed in the following spaces and automatically turn lighting off within 30 minutes of all occupants leaving the space: Classrooms, conference/meeting/training rooms, employee lunch and break rooms, private offices, storage/janitorial rooms, restrooms, and other spaces <= 300 sq.ft. Automatic -on sensors set power on <50 percent power. Exception(s): (] Full power automatic -on controls are permitted where manual -on operation would endanger the safety or security of the room or building occupants. Daylight zones have either individual lighting controls independent from that of the general area lighting that are either manual or automatic and serve zones — 2,500 sq.ft. Zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. Exception(s): Lj Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. 8. Automatic daylight zone controls are capable of reducing power to < 35 ercent using g contin uous dimming ballasts and daylight - sensing controls OR, are capable of automatic power reduction using step- dimming multi -level switching and daylight- sensing controls having at least two control channels per zone and at least one control step in the 50 - 70 percent range and another — 35 percent of design r. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control .S f the nonexempt lighting. Separate control device for display /accent lighting, case lighting, task lighting, nonvisual lighting, under - shelf /cabinent lighting, lighting sale, and demonstration lighting. HoteUmotel sleeping units and guest suites have control device(s) at the entry door that control all permanent luminaires and switched _.,,receptacles. E signs 5 Wafts or less per sign. Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exception(s): (] Electronic high - frequency ballasts. L] Luminaires not on same switch. U Recessed luminaires 10 ft. apart or surface /pendant not continuous. L.7 Luminaires on emergency circuits. Section 5: Compliance Statement Compliance Statement., The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2012 IFCc requirements in COMcheck_Web and to comply with the mandatory requirements in - Title Project Title: Data filename: V, Signature Requirements Checklist. Date Report date: 10/17/12 Page 5 of 12 Generated by COMcheck -Web Software Exterior Lighting Compliance Certificate 2012 IECC Section 1: Project Information Project Type: New Construction Project Title : Exterior Lighting Zone: 2 (Light industrial area with limited nighttime use) Construction Site: 501 Industrial Boulevard Grapevine, Texas Owner /Agent: Designer /Contractor: GT Products Office Repair Section 2: Exterior Lighting Area /Surface Power Calculation A B C D Exterior Area/Surface Quantity Allowed Tradable E Allowed F Proposed Watts Wattage Watts Watts Main entry / Unit (B x C) 5 ft of door width 20 Yes 100 672 Total Tradable Wafts* = 100 672 Total Allowed Watts = 100 Total Allowed Supplemental Watts" = ' 600 Wattage tradeoffs are only allowed between tradable areas /surfaces. " A supplemental allowance equal to 600 watts may be applied toward compliance of both non - tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C Fixture 10 : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of D Fixture E (C X D) Fixture Fixtures Watt. Main entry (S ft of door width): Tradable Wattage Compact Fluorescent: Triple 4 -Pin 13W / Electronic 2 6 112 672 Total Tradable Proposed Watts = 672 Section 4: Requirements Checklist L' ting Wattage: Lighting each non - tradable area /surface, total proposed watts must be less than or equal to total allowed watts. Across all tradable areas /surfaces, total proposed watts must be less than or equal to total allowed watts. Compliance: Passes using supplemental allowance watts. C9ntrols, Switching, and Wiring: 2. II exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. Lighting not designated for dusk -to -dawn operation is controlled by either a a photosensor (with time switch), or an astronomical time / switch . t{4. ighting designated for dusk - to-dawn operation is controlled by an astronomical time switch or photosensor. . All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. Ext for Lighting Efficacy: . All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt- Project Title: Report date: 10/17/12 Data filename: Page 6 of 12 aq.. Exceptions: L] Lighting that has been claimed as exempt and is identified as such in Section 3 table above. L] Lighting that is specifically designated as required by a health or life safety statue, ordinance, or regulation. [] Emergency lighting that is automatically off during normal building operation. Lighting that is controlled by motion sensor. Section 5: Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2012 IECC requirements in COMcheck -Web and to comply with the mandatory requirements in the Requirements Checklist. Name -Title L V Signature Date Project Title: Report date: 10/17/12 Data filename: Page 7 of 12 2012 IECC Generated by COMcheck -Web Software Mechanical Compliance Certificate Section 1: Project Information Project Type: New Construction Project Title : Construction Site: 501 Industrial Boulevard Grapevine, Texas Owner /Agent: Designer /Contractor: GT Products Office Repair Section 2: General Information Building Location (for weather data): Grapevine, Texas Climate Zone: 3a Section 3: Mechanical Systems List uantt System Type 8 Description 1 HVAC System (Single Zone wl Perimeter System) : Split System Heat Pump Heating Mode: Capacity = 0 kBtu /h, Cooling Mode: Capacity = 0 kBtu/h, Efficiency = 16.00 Section 4: Requirements Checklist AAt9itional Efficiency Package Requirements: 1. The high efficiency HVAC option has been selected as the additional efficiency package required by this energy code. Systems not satisfying the performance requirement are identified in the specific system requirement section below. Full compliance with this efficiency option requires inspection and verification that each system meets the required performance criteria, Re irements Specific To: HVAC System: Equipment minimum efficiency: Heat Pump: 7.70 HSPF 13.00 SEER Generic Requirements: Must be met by all systems to which the requirement is applicable: 1 Plant equipment and system capacity no greater than needed to meet toads Exception(s): Standby equipment automatically off when primary system is operating Multiple units controlled to sequence operation as a function of load M>nimum one temperature control device per system inimum one humidity control device per installed humidification /dehumidification system d calculations per ASHRAE /ACCA Standard 183. Automatic Controls: Setback to 55 "F (heat) and 85 "F (cool), 7 -day clock, 2 -hour occupant override, 10 -hour backup Exception(s): („J Continuously operating zones 2 kW demand or less, submit calculations 6. A tomatic start controls that can automatically adjust the daily .start time of the HVAC system are provided for each system. k�'.'�O.0 —tside -air source for ventilation: system capable of reducing OSA to required minimum Z-� R-6 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building w R -8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception(s): Project Title: Report date: 10/17;12 Data filename: Page 8 of 12 ❑ Ducts located within equipment Z❑ Ducts with interior and exterior temperature difference not exceeding 15 "F, 9. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181 B tapes and mastics Exception(s): Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification 10.Pipe serving heating and /or cooling systems is insulated per Section C403.2.8. General applicable insulation requirements are: Fluid Temp Range ( °F) > 350 : < 1.0" pipe = 4.5" insulation, otherwise 5.0" insulation 251 -350 : < 1.0" pipe = 3,0" insulation, < 1.5 pipe = 4.0" insulation, otherwise 4.5 insulation 201 -250 : < 4.0" pipe = 2.5 insulation, otherwise 3.0" insulation 141 -200 : < 1.5" pipe = 1 5' insulation, otherwise 2.0" insulation 105 -140 : < 1.5" pipe = 1.0" insulation, otherwise 1.5" insulation 40-60 : < 1.5 pipe = 0.5" insulation, otherwise 1.0" insulation < 40 : < 1.0" pipe = 0.5" insulation, < 8.0" pipe = 1.0" insulation, otherwise 1.5" insulation Exception(s): ❑ Piping within HVAC equipment. ^ ❑ Fluid temperatures between 60 and 105 °F. Fluid not heated or cooled with renewable energy. ❑ Piping within room fan -coil (with AHR1440 rating) and unit ventilators (with AHRIB40 rating). 0 Strainers and values associated with piping <= 1,0 ". ❑ Direct buried piping with fluid temperatures <= 60 °F, 1 peration and maintenance manual provided to building owner 12. Demand control ventilation (DCV) present for high design occupancy areas ( >25 person /1000 k2 in spaces >500 ft2) and served by systems with any one of 1) an air -side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. Exception(s): LJ Systems with heat recovery. ❑ Multiple -zone systems without DDC of individual zones communicating with a central control panel. 0 Systems with a design outdoor airflow less than 1200 cfm, ❑ Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. c�Ventilation for process loads only. otor7zed, automatic shutoff dampers required on exhaust and outdoor air supply openings Exception(s): ❑ Gravity dampers acceptable in buildings <3 stories ❑ Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan e controls for freeze protection systems present �41omatic ch fan system has an energy recovery system when one of the following conditions are met: 30% >= PDA < 40% AND DAF >= 5,500 cfm 40% >= POA < 50% AND DAF >= 4,500 cfm 50% — POA < 60% AND DAF — 3,500 cfm 60% >= POA < 70% AND DAF >= 2,000 cfm 70% — POA < 80% AND DAF >= 1,000 cfm 80% >= PDA AND DAF >= 0 cfm where POA = Percent outdoor air at full design airflow, rate and DAF = Design supply fan airflow rate Exception(s): ❑ Laboratory fume hood systems with a total exhaust rate <= 5000 cfm. ❑ Systems serving spaces that are not cooled and heated to <60 °F. • Systems with more than 60% of the outdoor heating energy is provided from site - recovered or site solar energy. • Systems exhausting toxic, flammable, paint, or corrosive fumes or dust. • Systems requiring dehumidification with cooling coil energy recovery in series with the cooling coil. • Systems expected to operate < 20 hrs per week when outdoor air percentage >= 30 %. Where the largest exhaust source is less than 75% of the design outdoor airflow. 6.Mechanical systems shall meet commissioning and completion requirements in Section C408.2. Project Title: Report date: 10117112 Data filename: Page 9 of 12 Generated by COMcheck -Web Software Mechanical Requirements Description 2012 IECC The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate, Requirements Specific To: HVAC System: 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Heat Pump: 7.70 HSPF 13.00 SEER Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. Exception(s): The equipment and /or system capacity maybe greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 2. Each heating or cooling system serving a single zone must have its own temperature control device. 3. Each humidification system must have its own humidity control device. 4. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria: a) capable of setting back temperature to 55�F during heating and setting up to 85 °F during cooling, b) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules, c) have an accessible 2 -hour occupant override, d) have a battery back -up capable of maintaining programmed settings for at least 10 hours without power. _ Exception(s): A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. 6. Automatic start controls that can automatically adjust the daily start time of the HVAC system are provided for each system. 7. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor -air quantities exceeding minimum required levels, the system must be capable of reducing outdoor -air flow to the minimum required levels. 8. Air ducts must be insulated to the following levels: a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R -5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages. b) Supply and return air duds and plenums must be insulated to a minimum of R -8 when located outside the building. c) When ducts are located within exterior components (e.g., floors or roofs), minimum R -8 insulation is required only between the duct and the building exterior. Exception(s): Duct insulation is not required on duds located within equipment. Duct insulation is not required when the design temperature difference between the interior and exterior of the dud or plenum does not exceed 15 °F. 9. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A and shall be marked "181A -P' for pressure sensitive tape, '181A -M' for mastic or'181A -H' for heat - sensitive tape. Tapes and mastics used to seal flexible air ducts and flexible air connectors shall comply with UL 181 B and shall be marked '181 B -FX' for pressure- sensitive tape or '181 B -M' for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts. Exception(s): - Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 10. Pipe serving heating and /or cooling systems is insulated per Section C403.2.8. General applicable insulation requirements are: Fluid Temp Range ( °F) Project Title: Report date: 10/17/12 Data filename: Page 10 of 12 > 350 : < 1.0" pipe = 4.5" insulation, otherwise 5.0" insulation 251 -350 : < 1.0" pipe = 3.0" insulation, < 1.5" pipe = 4.0" insulation, otherwise 4.5" insulation 201 -250 : < 4.0" pipe = 2.5" insulation, otherwise 3.0" insulation 141 -200 : < 1.5" pipe = 1.5" insulation, otherwise 2.0" insulation 105 -140 : < 1.5" pipe = 1.0" insulation, otherwise 1.5" insulation 40-60 : < 1.5" pipe = 0.5" insulation, otherwise 1.0" insulation < 40 < 1.0" pipe = 0.5" insulation, < 8.0" pipe = 1.0" insulation, otherwise 1.5" insulation Conductivity and mean rating temperature limits also apply. Refer to code section above for details and alternative requirements. Exception(s): - Pipe insulation is not required for factory-installed piping within HVAC equipment. - Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 °F and 105 °F. - Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - Piping within room fan -coil (with AHRI440 rating) and unit ventilators (with AHRI840 rating). - Strainers and values associated with piping <= 1.0 ". - Direct buried piping with fluid temperatures <= 60 °F. 11. Operation and maintenance documentation must be provided to the owner that includes at least the following information: a) equipment capacity (input and output) and required maintenance actions b) equipment operation and maintenance manuals c) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field- determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming comments d) complete narrative of how each system is intended to operate. 12. Demand control ventilation (DCV) required for high design occupancy areas ( >25 person /1000 ft2 in spaces >500 ft2) and served by systems with any one of 1) an air -side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. Exception(s): Systems with heat recovery. Multiple -zone systems without DDC of individual zones communicating with a central control panel. Systems with a design outdoor airflow less than 1200 cfm. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. Ventilation for process loads only. 13. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm -up, cool -down, and setback, except when ventilation reduces energy costs (e.g., night purge) or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cfm /ft2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500. Exception(s): Gravity (non- motorized) dampers are acceptable in buildings less than three stories in height. Systems with a design outside air intake or exhaust capacity of 300 cfm (140 Us) or less that are equipped with motor operated dampers that open and close when the unit is energized and de- energized, respectively. 14. All freeze protection systems, including self - regulating heat tracing, must include automatic controls capable of shutting off the systems when outside air temperatures are above 40 °F or when the conditions of the protected fluid will prevent freezing, Snow-and ice - melting systems must include automatic controls capable of shutting off the systems when the pavement temperature is above 50 °F and no precipitation is falling, and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40 °F. 15. Each fan system shall have an energy recovery system when one of the following conditions are met: 30% >= POA < 40% AND DAF >= 5,500 cfm 40% >= POA < 50% AND DAF >= 4,500 cfm 50% >= POA < 60% AND DAF - 3500 cfm 60% >= POA < 70% AND DAF >= 2,000 cfm 70% >= POA < 80% AND DAF >= 1,000 cfm 80% >= POA AND DAF >= 0 cfm where PDA = Percent outdoor air at full design airflow rate and DAF = Design supply fan airflow rate. The energy recovery system shall have at least 50% energy recovery effectiveness. Exception(s): Laboratory fume hood systems with a total exhaust rate - 5000 cfm. Systems serving spaces that are not cooled and heated to <60 °F. Systems with more than 60% of the outdoor heating energy is provided from site - recovered or site solar energy. Project Title: Report date: 10/17/12 Data filename: Page 11 of 12 - Systems exhausting toxic, flammable, paint, or corrosive fumes or dust. - Systems requiring dehumidification that employ energy recovery in series with the cooling coil. - Systems expected to operate < 20 hrs per week when outdoor air percentage >= 30 %. - Where the largest exhaust source is less than 75% of the design outdoor airflow. 16. Mechancial systems shall meet commissioning and completion requirements in Section C408.2 including development of a ► commissioning plan (Section 408.2.1), HVAC system adjusting and balancing (Section C408.2.2), functional performance testing of equipment, controls, and economizers (Section 0408 -2.3), completion of a preliminary commissioning report (Section C408.2.4), a specification in the construction documents that that drawings and manuals will be provided to the building owner within 90 days (Section 0408.2.5), a system balancing report (Section C408.2.6), and a final commissioning report (Section C408.2.7). Project Title: Report date: 10/17/12 Data filename: Page 12 of 12 IMES Evaluation Report ESR -1802 www.icc- es.org 1 (800) 423 -6587 1 (562) 699 -0543 DIVISION:06 00 00 —WOOD, PLASTICS AND COMPOSITES Section: 06 12 00— Structural Panels REPORT HOLDER: KORWALL INDUSTRIES, INC. 326 NORTH BOWEN ROAD ARLINGTON, TEXAS 76012 (817) 277 -6741 www.korwall.com korwall(a>aol.com EVALUATION SUBJECT: KORWALL COMPOSITE SANDWICH PANELS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2006 International Building Code® (IBC) ■ 2006 International Residential Code' (IRC) Properties evaluated: • Structural • Thermal barrier 2.0 USES Korwall Composite Sandwich Panels are used as structural insulated load- bearing and non -load- bearing wall, floor, and roof panels of buildings of Type V -B construction under the IBC. For use under the IRC, the panels are limited to structures engineered under IRC Section R301.1.3. 3.0 DESCRIPTION 3.1 General: Korwall Composite Sandwich Panels are factory- laminated sandwich panels consisting of oriented strand board (OSB) facings with an expanded polystyrene (EPS) foam plastic core material. The panels vary in size from 4 feet by 8 feet (1.21 m by 2.4 m) to 8 feet by 32 feet (2.4 m by 9.8 m). Roof and floor panels are designated as KPS -1 -7.25 [7.25- inch -thick (184 mm) EPS core with /q6- inch -thick (11.1 mm) OSB facings, and 81/8 -inch (206 mm) total thickness], and KPS 1 -5.5 151/2- inch -thick (140 mm) EPS core with' /16- inch -thick (11.1 mm) OSB facings, and 63/8 -inch (162 mm) total thickness]. Wall panels are designated as KPS 1 -3.5 [3'/2- inch -thick (89 mm) EPS core with / KPS (11.1 mm) OSB facings, and 43/6 -inch (111 mm) total thickness]. Reissued July 1, 2012 This report is subject to renewal August 1, 2013. A Subsidiary of the International Code Council® 3.2 Materials: 3.2.1 Expanded Polystyrene: The EPS core thicknesses are 3.5, 5.5, and 7.25 inches (88.9 mm, 139.7 mm, and 184.1 mm). The core material is nominally 1.0- pound -per- cubic -foot density (16 kg /m3), Type I, expanded polystyrene board complying with ASTM C 578, and is supplied by manufacturers described in the quality documentation. The foam plastic has a flame- spread index of 75 or less and a smoke - developed index of 450 or less when tested in accordance with ASTM E 84 at a thickness of 4 inches 3.2.2 Facings: The facing material of the panels is 7/16- inch -thick (11.1 mm) 24/16 rated sheathing, Exposure 1, OSB complying with U.S. DOC PS2 and as specified in the approved quality documentation. 3.2.3 Adhesive: The facing material is factory- bonded to the EPS core material with a Type II, Class 2, adhesive, as specified in the approved quality documentation. 3.2.4 Splines and Plates: Splines and plates must be solid sawn lumber, Grade 2 or better, spruce - pine -fir (SPF) or better, with a minimum specific gravity of 0.55. The splines and plates must be nominally 2 -by -4, 2 -by -6, or 2- by-8 for the 43/8- inch -thick 63/8- inch - thick, and 8' /8 -inch- thick (111.1 mm, 161.9 mm, and 206.4 mm) panels, respectively. 4.0 DESIGN AND INSTALLATION 4.1 Design: 4.1.1 Allowable Loads: Korwall Composite Sandwich Panels must be limited to the loading conditions indicated in Tables 1 and 2 of this report. The tabulated allowable loads are applicable to installations with the spans or heights noted in the tables and shorter spans and heights. Extrapolation is not permitted. The allowable loads shown in these tables are applicable to. the Korwall Composite Sandwich Panels, but do not take into consideration the fasteners and the supporting elements for these panels. These components of the structure must conform to the requirements of the applicable code for these items. Combined axial and transverse loads on the wall panels must comply with the following equation: Actual Transverse Actual Axial Load Load [psf (kg /m2)] + [plf (kg /m)] Allowable Allowable Axial Transverse Load Load (plf (kg /m)] [psf (kg /m2)] ICC -/iS Evaluation Reports are nol lobe consbr+ed as representing aesthetics or an), other altrihutes not specifically addressed, nor are they to he construed as an endorsement of the subject of the report or a reconunendationfor its use. There is no ti7arraniy by ICC Lvaluation Sen ,ice LLC, express or implied, as to any fi nding or other maser at this report, or as to any product covered by the report. Copyright 0 2012 < 1.0 NON caoemuxn� Page;oof 3 ESR -1802 I Most Widely Accepted and Trusted Page 2 of 3 4.1.2 IRC: When panels are installed under the IRC, engineered design is required in accordance with IRC Section R301.1.3. 4.2 Installation: 4.2.1 Walls: 4.2.1.1 General: Korwall panels are connected to each other along the panel edges by inserting lumber splines described in Section 3.2.4 into the core recessed edges of the panel. The lumber must be secured to the panels with minimum No. 16 gage, '/16- inch -crown (11.1 mm), 11/2- inch -long (38 mm) staples placed 4 inches (102mm) on center on both facers of each panel, or using an approved fastening schedule that can be shown by calculations to provide equivalent or higher shear - strength properties. The wall panels are connected to lumber top and bottom plates inserted into the ends of the panels using the same fasteners and fastener spacing as used to attach the panels to the splines. 4.2.1.2 Load - bearing Walls: The axial loading must be uniformly applied along the top of the wall panel and applied to the full panel thickness, using a single top plate. The wall panels must be installed in a manner such that the panel facers are in full contact and sufficiently supported by the underlying structure, and the loads applied to the top of the panel are uniform loads applied to both panel facers. 4.2.2 Floors: The panels must be installed over supports that provide the panels with a continuous bearing width of 1.5 inches (38 mm) at each end of the panel span. The design of the installation details must be substantiated to the satisfaction of the building official. 4.2.3 Roofs: The minimum roof slope is 3:12 (25 percent). The panels must be installed over supports that provide the panels with a continuous bearing width of 1.5 inches (38 mm) at each end of the panel span. The design of the installation details must be substantiated to the satisfaction of the building official. 4.2.4 Wall Openings: Wall openings for doors and windows must be framed with conventional materials, designed in accordance with the applicable code to the satisfaction of the code official. 4.2.5 Thermal Barriers: 4.2.5.1 Wall, Ceiling and Roof Panels: A layer of one -half- inch -thick (12.7 mm), regular gypsum wallboard complying with ASTM C 36 or ASTM C 1396 must be installed on the interior surface of wall and roof panels and the bottom side of floor panels having occupied space below the floor panel. The wallboard must be fastened to the face of the panels with 5d wallboard nails, or minimum 11/4- inch -long (32 mm), No. 6, Type S or Type W drywall screws spaced in accordance with ASTM C 840 under the IBC, or Table R702.3.5 of the IRC, using 16- inch -on- center (406 mm) framing spacing guidelines. 4.2.5.2 Floor Panels: An approved thermal barrier, such as 19/32- inch -thick (15.1 mm) plywood, must separate the top of the floor panels from the interior of the building. The thermal barrier must be attached to the panel facing in accordance with the code. 4.2.6 Panel Cladding: 4.2.6.1 Roof Covering: Roof panels must be covered with a roof covering complying with Chapter 15 of the IBC, including IBC Section 2603.6, or IRC Section R901. Underlayment and flashing must be installed in accordance with the applicable code or evaluation report. Roofs with hot - asphalt or hot -coal tar pitch are prohibited. 4.2.6.2 Exterior Wall Covering: The exterior face of wall panels is required to be covered with a wall covering complying with the applicable code or recognized in a current ICC -ES evaluation report. A water - resistive barrier must be installed over the panels in accordance with IBC Section 1404.2 or IRC Section R703.2 prior to application of the wall covering. Where portland cement plaster is used, compliance with IBC Section 2510.6 or IRC Section R703.6.3 is necessary. All exterior panel joints must be sealed with a compatible acrylic latex caulk. Flashing must be installed in accordance with the applicable code. 5.0 CONDITIONS OF USE The Korwall Composite Sandwich Panels described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Korwall Composite Sandwich Panels are fabricated, identified and erected in accordance with this report and the manufacturer's published installation instructions. In the event of conflict between the manufacturer's published installation instructions and this report, this report governs. 5.2 Design loads to be resisted by the panels must be determined in accordance with the applicable code, and must not exceed the allowable panel loads noted in this report. 5.3 Each structure built using Korwall Composite Sandwich Panels must have construction documents prepared by qualified professionals delivered with the Korwall Composite Sandwich Panels, demonstrating compliance with this report. The documents must include floor plans, roof plans, ceiling plans or other plans where Korwall Composite Sandwich Panels are used, and connection details, window opening details, door opening details and engineering calculations. The design calculations and details must be prepared or certified by design professionals where required by the statutes of the jurisdiction in which the project is to be constructed. 5.4 All roof -to -wall and wall -to -floor construction joint details must be designed such that gravity loads are applied to the wall panels as a uniform concentric axial load over the entire wall panel thickness. 5.5 Panels with openings must comply with Section 4.2.4 of this report. 5.6 Korwall Composite Sandwich Panels must be installed a minimum of 6 inches (203 mm) above finish grade, and the panels must not be installed below grade or in contact with earth. Where the probability of termite infestation is defined as "very heavy" by the code official, the foam plastic must be installed in accordance with IBC Section 2603.8 or IRC Section R320.5. 5.7 The panels are limited to use in buildings of residential occupancy and Type V -B construction. 5.8 When used as shear walls, the panels are recognized for use in Seismic Design Categories A, B, and C. 5.9 The panels and their attachments must be inspected by the code official prior to their being covered with an approved water- resistive barrier, roof covering, or gypsum wallboard. 5.10 For installations of the Korwall Industries sandwich panels as roof panels, justification must be submitted to the code official demonstrating that the panels with the roof covering comply as a Class A, B, or C roof assembly, as required by IBC Section 2603.6, with the classification complying with the minimum classification requirements for the building. ESR -1802 1 Most Widely Accepted and Trusted Page 3 of 3 5.11 The panels are fabricated in Arlington, Texas, under a quality control program with inspections by PFS Corporation (AA -652). 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Sandwich Panels (AC04), dated October 2011. 7.0 IDENTIFICATION Each Korwall Composite Sandwich Panel is identified by a stamp or label on the panel that includes the product panel number, the name and address of the manufacturer ( Korwall Industries, Inc.), the evaluation report number (ESR- 1802), and the label of the inspection agency (PFS Corporation). TABLE 1— ALLOWABLE LOADS FOR WALL PANELS PANEL LOAD CONDITION MAXIMUM SPAN HEIGHT (feet) ALLOWABLE LOAD KPS 1 -3.5 (wall panel) Transverse 8 24 psf Axial 12 877 lb/ft Racking shear 8' 180 Ib /ft For SI: 1 foot = 304.8 mm, 1 psf = 0.0479 kPa. 'Minimum shear wall length is 8 feet. TABLE 2— ALLOWABLE LOADS FOR ROOF OR FLOOR PANELS' '2 PANEL LOAD CONDITION MAXIMUM SPAN (feet) ALLOWABLE LOAD (psf) L/180 L /240 L/360 KPS 1 -5.5 (roof /floor panel) Transverse 16 22 17 12 KPS 1 -7.25 (roof /floor panel) Transverse 20 24 18 12 For SI: 1 foot = 304.8 mm, 1 psf = 0.0479 kPa. 'Mininum bearing width at each end of panel is 1.5 inches. 2Roof panels subject to maintenance worker concentrated live loades, defined in Table 1607.1 of the IBC, must not exceed a superimposed dead load of 3.2 psf for the KPS 1 -5.5, and 6.75 psf for the KPS 1- 7.2.5. Rsooc �d --1, W EXTOW R 7541. y[! aa11MUOM DO--' SAM FACRW SW Eau" tau. WE 9WW J0=r P■OM Ol6 MAM OF FW W, OM now or Sp oa mw v LS lO BOTTOM PWE r/ t>*SIRaClION IDIIFSME ND �' x Tj X is at wIES 1 1' Qfp/ BOTH FIdMOi Env" WU Rana RFD ■CD WAW ♦ tr 1 J-- —ire' 4 — —. --• i "' • � .. a j - � 11-11 t�I I�� cw xi ow+TS sr E1aE M WAL —� umm oa ` roan SP CMOR WALL —iab CONfNJOUS SPUME iAOTOR/ 2N 'OOtAIIRpNSI' P"V&UD W Xo WkL IM '"r mv- M#XH l0'FOVAC PM FRNED IMMUM tf4l FL ♦ XOSM W/ IONDTR.'E 8 r X 1 " x 1e a slwus 6 Ir We bmr neRm. ssQ !xxsE Wu FIGURE 1 W/ FAAD(M CLSKa�9 Br O*M _fir ♦� Mme" g` � ♦alllill� WE 9WW J0=r P■OM Ol6 MAM OF FW W, OM now or Sp oa mw v LS lO BOTTOM PWE r/ t>*SIRaClION IDIIFSME ND �' x Tj X is at wIES 1 1' Qfp/ BOTH FIdMOi Env" WU Rana RFD ■CD WAW ♦ tr 1 J-- —ire' 4 — —. --• i "' • � .. a j - � 11-11 t�I I�� cw xi ow+TS sr E1aE M WAL —� umm oa ` roan SP CMOR WALL —iab CONfNJOUS SPUME iAOTOR/ 2N 'OOtAIIRpNSI' P"V&UD W Xo WkL IM '"r mv- M#XH l0'FOVAC PM FRNED IMMUM tf4l FL ♦ XOSM W/ IONDTR.'E 8 r X 1 " x 1e a slwus 6 Ir We bmr neRm. ssQ !xxsE Wu FIGURE 1 W/ FAAD(M CLSKa�9 Br O*M et Transaction Austin, Tfx" 78M 0 Architectural Barriers Project Registration Online Transaction Successful Your electronic payment transaction for project `office remodel" has been completed. The project number is EABPRJB3802519. Your transaction number is 2013551750 and nonrefundable fee that you paid is $176.00. Please click confirmation page to get a Printed confirmation page. Print this page as a detailed receipt should you need to contact us at 1 -800- 803 -9202 regarding this transaction. Please wait 24 to 36 hours for your information to show up in our records. A receipt for the total charged is being emailed to you at the address you provided us: swafford210 @gmail.com Please read the following: To Obtain Please click here to get a printed confirmation page. Confirmation Page Please print it and save it for your records. To Obtain Please click here to get a printed duplicate receipt of the amount a Duplicate Receipt charged during your online transaction. Feedback Please click here to supply any suggestions you might have for improving this process, as well as descriptions of any problems (typos, formatting errors, misspellings) you might have seen. ADD ANOTHER PROJECT I I LOG OFF I TDLR Home Pape I AB Home Page I AB Data Search I Feedback i Security Policy I Accessibility I Open Records Policy I Link Policy I Compact with Texans ie I TRAIL Search I Texas Homeland Security I Links { Where the Money Goes ®cTJ#9 20i? So T�dv s-E r ia� PJWC1. .�n�ec- r o� RemoAej so( T�Ndu s -h-(aj Gilvd. "(?,T. C�'ad C-+s (I AN 0 2 2013 �` � e s� �Se � C�rniv� c'�is ' ( COMcheck Software Version 3.9.1 A. Interior Lighting Compliance Certificate 2009 IECC Section 1: Project Information Project Type. New Construction Project Title : GT PRODUCTS OFFICE SUITE RECONSTRUCTION Construction Site: 501 INDUSTRIAL BLVD. GRAPEVINE, TX 76051 Owner /Agent: Kelly Swafford GT Products, Inc. 501 Industrical Blvd. Grapevine, TX 76051 817.481.7113 Section 2: Interior Lighting and Power Calculation Designer /Contractor: Robert Roberts R1 R2 Studio LLC 517 Hoel Drive Dallas, TX 75224 214.960.4457 A Area Category 8 Floor Area (ft2) C Allowed Watts 1 ft2 D Allowed Watts (B x C) HALL 101 (Office) 86 1 86 OFFICE 102 (Office) 126 1 126 PRINT /FAX 103 (Office) 86 1 86 OFFICE 104 (Office) 195 1 195 OFFICE 105 (Office) 195 1 195 OFFICE 106 (Office) 288 1 288 CONFERENCE 107 (Office) 302 1 302 OFFICE 108 (Office) 210 1 210 OFFICE 109 (Office) 212 1 212 STORAGE 110 (Office) 27 1 27 RECEPTION 111 (Office) 178 1 178 LOBBY 112 (Office) 129 1 129 OFFICE 113 (Office) 286 1 286 STORAGE 114 (Office) 39 1 39 BREAK ROOM 115 (Office) 287 1 287 HALL 116 (Office) 162 1 162 MEN'S 117 (Office) 127 1 127 WOMEN'S 118 (Office) 127 1 127 ELECT. DATA 119 -120 (Office) 89 1 89 OFFICE 121 (Office) 225 1 225 OFFICE 122 (Office) 214 1 214 WORK ROOM 123 (Office) 1650 1 1650 Section 3: Interior Lighting Fixture Schedule A FGxturp In : description / Lamp 1 Wattage Per Lamp / Ballast HALL 101 ( Office 86 W,ft.) Compact Fluorescent 1: Quad 2-pin 28W / Electronic OFFICE 102 ( Office 126 sq.ft.) Linear Fluorescent 1: 48" T8 28W (Super 78) / Electronic Project Title: GT PRODUCTS OFFICE SUITE RECONSTRUCTION Data filename: R:`<KorwalllGT Products\COMCHECK\GT PRODUCTS COMCHECK 01.cck Total Allowed Watts = 5240 B C D E Lamps) # of Fixture (C X D) Fixture Fixtures Watt. 1 3 28 84 2 2 56 112 Report date: 12/26/12 Page 1 of 3 PRINT /FAX 103 ( Office 86 sq.ft.) Linear Fluorescent 2: 48" T8 28W (Super T8) / Electronic OFFICE 104 ( Office 195 sq.ft.) Linear Fluorescent 3: 48" T8 28W (Super T8) / Electronic OFFICE 105 ( Office 195 sq.ft.) Linear Fluorescent 4: 48" T8 28W (Super T8) / Electronic OFFICE 106 ( Office 288 sq.ft.) Linear Fluorescent 5: 48" T8 28W (Super T8) / Electronic CONFERENCE 107 ( Office 302 sq.ft.) Linear Fluorescent 6: 48' T8 28W (Super T8)1 Electronic Compact Fluorescent 2: Quad 2-pin 28W I Electronic OFFICE 108 ( Office 210 sq.ft.) Linear Fluorescent 7: 48" T8 28W (Super T8) / Electronic OFFICE 109 ( Office 212 sq.ft.) Linear Fluorescent 8: 48' T8 28W (Super T8) / Electronic STORAGE 110 ( Office 27 sq.ft.) Compact Fluorescent 3: Quad 2 -pin 28W / Electronic RECEPTION 111 ( Office 178 sq.ft.) Linear Fluorescent 9: 48" T8 28W (Super T8)1 Electronic LOBBY 112 ( Office 129 sq.ft.) Compact Fluorescent 4: Quad 2 -pin 28W 1 Electronic OFFICE 113 ( Office 266 sq_ft_) Linear Fluorescent 10: 48" T8 28W (Super T8) / Electronic STORAGE 114 ( Office 39 sq -ft.) Compact Fluorescent 5: Quad 2 -pin 28W / Electronic BREAK ROOM 115 ( Office 287 sq.fL) Linear Fluorescent 11: 48"T8 28W (Super T8) / Electronic HALL 116 ( Office 162 sq.fL) Compact Fluorescent 6: Quad 2 -pin 28W t Electronic MEN'S 117 ( Office 127 sq.ft.) Linear Fluorescent 12:48" T8 28W (Super T8)1 Electronic Compact Fluorescent 7: Quad 2 -pin 28W / Electronic WOMEN'S 118 ( Office 127 sq.ft.) Linear Fluorescent 13: 48° T8 28W (Super T8) I Electronic Compact Fluorescent 8: Quad 2-pin 28W ! Electronic ELECT. DATA 119 -120 ( Office 89 sq.ft) Linear Fluorescent 14: 48" T8 28W (Super T8) / Electronic OFFIGE 121 ( Office 225 sq.ft.) Linear Fluorescent 15: 48" T8 28W (Super T8) t Electronic OFFICE 122 ( Office 214 sq.ft.) Linear Fluorescent 16: 48" T8 28W (Super T8) / Electronic WORK ROOM 123 ( Office 1650 sq.ft.) Linear Fluorescent 17: 48' T8 28W (Super T8) / Electronic Section 4: Requirements Checklist 2 1 56 2 3 56 2 3 56 2 4 56 1 6 28 1 4 28 2 3 56 2 3 56 1 1 28 2 2 56 1 5 28 2 4 56 1 1 28 2 4 56 1 5 1 1 1 4 1 1 1 4 2 2 28 56 28 56 28 56 56 168 168 224 168 112 168 168 28 112 140 224 28 224 140 56 112 56 112 112 2 3 56 168 2 3 56 168 2 21 56 1176 Total Proposed Watts = 4284 tighting Wattage: 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 5240 4284 YES Controls, Switching, and Wiring: ❑ 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: Project Title: GT PRODUCTS OFFICE SUITE RECONSTRUCTION Report date: 12/26/12 Data filename: R:%KorwalllGT Products1COMCHECKiGT PRODUCTS COMCHECK 01.cck Page 2 of 3 Contiguous daytigi,t zones spanning no more than two orientations are allowed to be controlled by a single controlling device. Lj Daylight spaces enclosed by wails or ceiling height partitions and containing two or fewer light ftxtures are not required to have a separate switch for general area lighting. /4. independent controls for each space (switchloccupancy sensor). Exceptions: F-1 Areas designated as security or emergency areas that must be continuously illuminated. ❑ Lighting in stairways or corridors that are elements of the means of egress. F1 5. Master switch at entry to hotel /motel guest room. ❑ 6. Individual dwelling units separately metered. F-1 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. Each space required to have a manual control also allows for reducing the connected lighting bad by at least 50 percent by either controlling all luminaires, dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps, switching the middle lamp luminaires independently of other lamps, or switching each iuminalre or each lamp. Exceptions: F1 Only one luminaire in space. Ej An occupant - sensing device controls the area. The area is a corridor, storeroom, restroom, public lobby or sleeping unit. [ j Areas that use less than 0.6 Wattslsq.ft. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: 0 Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. 0 10_Photocell /astronomical time switch on exterior lights_ �-NA% Exceptions: © Lighting intended for 24 hour use. 11.Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: lectronic high - frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 5: Compliance Statement Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application_ The proposed lighting system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.1 and to comply with the mandatory requirements in the the Requirements Checklist. t:.L <' 1h'FLL — P�CFtk�C rfr�c AQW�N _A—Z—.: Name - Title Signature Date Project Notes: PERMIT NOT AVAILABLE YET. Project Title: GT PRODUCTS OFFICE SUITE RECONSTRUCTION Report date: 12/26/12 Data filename: R : \Korwall\GT Products \COMCHECK\GT PRODUCTS COMCHECK 01.cck Page 3 of 3 Allen Hunt - 501 Industrial Blvd Grapevine, Tx. Remodel. Page 1 From: Allen Hunt To: Subject: 501 Industrial Blvd Grapevine, Tx. Remodel. Mr. Swafford, In reviewing the product for the walls as proposed for your project, these wall are only approved for residential and VB, (combustible), construction. Your building is a type ll. See sections 3.2.1 and then 5.7 on the ICC -ES report as submitted. The plans for your building will also require Architectural designed plans. I have not fully reviewed the plans as the ones submitted cannot be approved. Sorry for the news, Thank you, Allen Hunt Plans Examiner, City of Grapevine. (817) 410 -3129 City of Grapevine Building Inspection Department Plan Review Comments P.O. Box 95104 Phone: (817) 410 -3129 Grapevine, Texas 76051 Fax: (817) 410 -3536 NAME OF PROJECT: G.T. PRODUCTS OFFICE BUILD OUT ADDRESS: 501 INDUSTRIAL BLVD PLANS EXAMINER: ALLEN HUNT NUMBER OF STORIES: 1 TOTAL SQ. FT: 70,144 ZONING: LI OCUPANCY: B /F1 OCCUPANT LOAD: 46 OFFICES EXITS REQUIRED: 1 FIRE SPRINKLED: YES CU: N/A COMMENTS: 1. ALL EGRESS DOORS ARE TO BE OPENABLE FROM DIRECTION OF EGRESS WITHOUT THE USE OF KEY, SPECIAL EFFORT OR KNOWLEDGE. 2. MAUNUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. 3. REMODEL SHALL BE DESIGNED TO COMPLY WITH THE 2009 IECC. VERIFICATION OF COMPLIANCE SHALL BE SUBMITTED TO THE CITY BYA CERTIFIED ENERGY CODE INSPECTOR PRIOR TO THE ISSUANCE OF BUILDING FINAL APPROVAL OR CERTIFICATE OF OCCUPANCY. 4. ALL CHANGES FROM THE CITY APPROVED PLANS WILL REQUIRE REVISED PLANS SUBMITTED AND ADDITIONAL FEES DUE. 5. COORDINATE ALL FIRE ALARM, SMOKE EVACUATION, AND / OR SPRINKLER SYSTEM PLANS, APPROVALS AND INSPECTIONS WITH THE FIRE MARSHALL AND REED ENGINEERING. 6. PLANS THAT EXCEED 10 SHEETS WILL REQUIRE THAT ONE SET BE BOLTED. 7. PLANS PROVIDE FOR A 1 -HOUR FIRE BARRIER BETWEEN OFFICE AND FACTORY USES. PROVIDE A U.L. DESIGN FOR WALL. 8. DOORS SHOWN TO BE AS RATED WITH GLAZING WITHIN DOOR TO HAVE THE GLAZING MEET REQUIREMENTS OF 2006 I.B.C. SECTION 715.5. 9. GLAZING WITHIN AREA TO MEET ALL SAFTEY GLAZING REQUIREMENTS OF CHAPTER #24. 10. PROVIDE EMERGENCY EGRESS ILLUMINATION OF MINIMUM 1 fc FOR ALL PATHS OF EGRESS, ILLUMINATED EXIT SIGNS LOCATED IN COMMON AREA'S TO LEAD OCCUPANTS TO EXIT DISCHARGES. BOTH SYSTEMS TO BE ON NON SWITCHED CIRCUITS WITH MINIMUM 90 MINUTE BATTERY BACKUP. 11. PROVIDE MECHANICAL PLANS FOR PROJECT. IF NEW RTU'S ARE INSTALLED THAT ARE LARGER, HEAVIER AND / OR IN NEW LOCATIONS, AN ENGINEERED ANALYSIS IS REQUIRED TO ENSURE ROOF SYSTEM INTEGRITY IS MAINTANED. 12. DOES THE AREA OF SUITE TOTAL 70,144 SQ' OR IS THIS ENTIRE BUILDING? IS THERE ONLY ONE SUITE WITHIN BUILDING OR IS THERE 2? IF MORE THAN ONE SUITE, I NEED SUITE NUMBER FOR RECORDS, IF THERE ARE TWO ADDRESSES FOR PARTS OF BUILDING, PLEASE EXPLAIN AND PROVIDE FOR RECORDS. Please review comments and have designers add information and make changes as Needed. Provide 3 new copy's of plans to city with one set bolted if over 10 pages. APPLICATION RECEIVED: 10/1812 REVISIONS RECEIVED: 01/02/13 PERMIT ISSUED: 0 9 1J I11 1ST COMMENTS: 10/22/12 REVISIONS REVIEWED: 01/09/13 01115113 City of Grapevine Building Inspection Department Plan Review Comments R1 R2 Response 14 January 2013 P.O. Box 95104 Phone: (817) 410 -3129 Grapevine, Texas 76051 Fax: (817) 410 -3536 NAME OF PROJECT: G.T. PRODUCTS OFFICE BUILD OUT ADDRESS: 501 INDUSTRIAL BLVD NUMBER OF STORIES: 1 ZONING: LI OCCUPANT LOAD: 46 OFFICES FIRE SPRINKLED: YES COMMENTS: PLANS EXAMINER: ALLEN HUNT TOTAL SQ. FT: 70,144 OCUPANCY: B /F1 EXITS REQUIRED: 1 CU: N/A 1. ALL EGRESS DOORS ARE TO BE OPENABLE FROM DIRECTION OF EGRESS WITHOUT THE USE OF KEY, SPECIAL EFFORT OR KNOWLEDGE. R1 R2 Response: Clarifications have been provided on the hardware schedule and door schedules on sheet A1.2 to ensure that egress doors are openable from direction of egress without a key, special effort or knowledge. 2. MAUNUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. R1 R2 Response: There are no manually operated flush bolts or surface bolts in the scope of work for this renovated area. 3. REMODEL SHALL BE DESIGNED TO COMPLY WITH THE 2009 IECC. VERIFICATION OF COMPLIANCE SHALL BE SUBMITTED TO THE CITY BY A CERTIFIED ENERGY CODE INSPECTOR PRIOR TO THE ISSUANCE OF BUILDING FINAL APPROVAL OR CERTIFICATE OF OCCUPANCY. R1 R2 Response: Owner or GC shall coordinate verification of compliance from a certified energy code inspector. 4. ALL CHANGES FROM THE CITY APPROVED PLANS WILL REQUIRE REVISED PLANS SUBMITTED AND ADDITIONAL FEES DUE. R1 R2 Response: Noted and we will advise Owner of same. 5. COORDINATE ALL FIRE ALARM, SMOKE EVACUATION, AND / OR SPRINKLER SYSTEM PLANS, APPROVALS AND INSPECTIONS WITH THE FIRE MARSHALL AND REED ENGINEERING. R1 R2 Response: These systems are design /build by the GC. The GC will provide drawings to the Fire Marshall and Reed Engineering for approval. 6. PLANS THAT EXCEED 10 SHEETS WILL REQUIRE THAT ONE SET BE BOLTED. R1 R2 Response: Our set is 12 sheets, so we have forwarded one set of drawings bolted. 7. PLANS PROVIDE FOR A 1 -HOUR FIRE BARRIER BETWEEN OFFICE AND FACTORY USES. PROVIDE A U.L. DESIGN FOR WALL. R1 R2 Response: On Sheet A6, a notation identifying the UL wall assembly has been added Wall Type B1. 8. DOORS SHOWN TO BE AS RATED WITH GLAZING WITHIN DOOR TO HAVE THE GLAZING MEET REQUIREMENTS OF 2006 I.B.C. SECTION 715.5. R1 R2 Response: On Sheet A1.2, added a note to door types A and C that window to be labeled rated 1/4" thick clear wire safety glass at fire rated doors. GLAZING WITHIN AREA TO MEET ALL SAFTEY GLAZING REQUIREMENTS OF CHAPTER #24. R1 R2 Response: On sheet A1.2, Door types D and E, and window types 1 and 2 have had notes added to clarify that glass is to be 1/4" thick clear tempered safety glass. 10. PROVIDE EMERGENCY EGRESS ILLUMINATION OF MINIMUM 1 fc FOR ALL PATHS OF EGRESS, ILLUMINATED EXIT SIGNS LOCATED IN COMMON AREA'S TO LEAD OCCUPANTS TO EXIT DISCHARGES. BOTH SYSTEMS TO BE ON NON SWITCHED CIRCUITS WITH MINIMUM 90 MINUTE BATTERY BACKUP. R1 R2 Response: Illuminated exit signs have been provided and shown on the submitted permit set. We have added emergency egress light locations to the RCP on sheet A2. MEP is design /build by the GC. The electrical sub is to provide drawing showing emergency egress lights and noting the 90 minute battery back up. 11. PROVIDE MECHANICAL PLANS FOR PROJECT. IF NEW RTU'S ARE INSTALLED THAT ARE LARGER, HEAVIER AND / OR IN NEW LOCATIONS, AN ENGINEERED ANALYSIS IS REQUIRED TO ENSURE ROOF SYSTEM INTEGRITY IS MAINTANED. R1 R2 Response: MEP is design /build by the GC. GC will respond to this item. 12. DOES THE AREA OF SUITE TOTAL 70,144 SQ' OR IS THIS ENTIRE BUILDING? IS THERE ONLY ONE SUITE WITHIN BUILDING OR IS THERE 2? IF MORE THAN ONE SUITE, I NEED SUITE NUMBER FOR RECORDS, IF THERE ARE TWO ADDRESSES FOR PARTS OF BUILDING, PLEASE EXPLAIN AND PROVIDE FOR RECORDS. R1 R2 Response: The 70,144 is probably the entire building. We had used someone else's calculation. The building comprises two properties with separate addresses and not suite numbers. The drawings submitted for permit are for 501 Industrial only. The correct sf for 501 Industrial is 49,688 s.f. We have revised the drawings accordingly. Please review comments and have designers add information and make changes as Needed. Provide 3 new copy's of plans to city with one set bolted if over 10 pages. APPLICATION RECEIVED: 10/1812 1 ST COMMENTS: 10/22/12 REVISIONS RECEIVED: 01/02/13 REVISIONS REVIEWED: 01/09/13 PERMIT ISSUED: CITY OF GRAPEVINE PWS iD## 2200013 WATER CUSTOMER SERVICE INSPECTION CERTIFICATION X5/31 �j !� l DATE: SWIMMING POOL ADDRESS: Sb I SN Dys'/ -VN RL V O IRRIGATION PERMIT #: 12 - ?70 1�- 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 add n, to the best of my knowledge, no cross connection exists at this address at the time of inspection. 2. 1r 2S9 0 SIGNATURE 07-INSPECTOR LICENSE NUMBER TITLE INSPECTOR ;0/ //-7 DATE OAforms \waterservinsp, 0501 08/03