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Home My WebLink AboutSFADD2024-003433 ECEIVED: , ED: 9/23/2024 EIV 'j A ISSUANCE: 433 1325 LAGUNA VISTA WAY PERMIT #: ATTACHED CARPORT BUILDING PERMIT APPLICATION ELECTRONIC RE JOB AD .... SS: LOT: BLOCK: SUBDIVISION: BUILDING ACT (company name): CURRENT MAILING ADDRESS; CITY/STATE/ZIP: : # Fax PROPERTY OWNER: CURRENT MAILING ADDRESS; _.M.., CITY/STATE/ZIP: PHONE NUMBER: PROJECTVALUE: FIRE SPINLEE? YES NO WHAT TRADESILL BE NEEDED? ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE:..' USE OF BUILDING OR STRUCTURE:NAME OF BUSINESS: ` ON EXISTING DRIVEWAY Total Square Footage under roof: 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 I & 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 ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNERPROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT A SIGNATURE ONE EMAIL: CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: I Permit Valuation: $ Setbacks Ai)proval to Issue Occupancy Group: ff`x, � Fire Sprinkler: YES NO � Front: W !Electrical Division: Buil ino Depth: Left: Plu binlg .. _ s Zonln�,:' ., �.'A. 'Building Width: Rear: echanical Occupancy Load: Grease Trap Right: ( Hood ..... .° ) . :� il io Permit Fee: Plan Review A � �roval: �', .:; M Date w Ln , un Site Plan Approval: Date Plan Review Fee: Fire Department: Date: Lot r„ ainwee Fee: Public Works Dei)artment: Date: Sewer Availabilit,, Rate: Health ej ent: Date: Water Availabilio, Rate: t Approved for Permit: Date: Total Fees: j Lot Drainage Submitted: Approved: Total AmountDue: P.O. BOX 95104, GRAPEVINE, TX 76M (617) 410-3165 O:FORMSIDSPERMITAPPUCATIONS 1/02-Rev.11/04,5/06,2J07,11f09,4111,2119 ADDRESS 1325 Laguna Vista Way Grapevine, TX 76051 LEGAL Laguna Vista Addition Blk 4 Lot 2 S PERMIT HOLDER Juan F Fernandez ACCAFER SERVICES I NC (214) 680-7204 COLLABORATORS •Juan F Fernandez ACCAFER SERVICES INC (214) 680-7204 OWNERS •Davis, Walter B INSPECTIONS 4 1. Building Setback 2. Building Foundation/Footing 3. Building Framing 4. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Juan F Fernandez **APPLICANT PHONE NUMBER 2146807204 APPLICANT E-MAIL VALUATION 29850 Square Footage 1295 * CONSTRUCTION TYPE IIB * OCCUPANCY GROUP R-3 DOCUMENTS - MISC 01 APPLICATION.pdf DOCUMENTS - MISC 02 CONSTRUCTION PLANS - ATTACHMENT.pdf DOCUMENTS - MISC 03 VIEW - SURVEY SHOWING CARPORT.pdf, VIEW - TOP.pdf, VIEW - FRONT.pdf, VIEW - EAGLE.pdf DOCUMENTS - MISC 04 RESPONSE TO COMMENTS 11-1- 2024.pdf * ZONING DISTRICT R-12.5 SETBACK: LEFT 8 SETBACK: REAR 8 FEE TOTAL PAID DUE Building Permit Fee, ($150.00 Flat Fee) Simple Alteration $ 150.00 $ 150.00 $ 150.00 TOTALS $ 150.00 $ 150.00 $ 0.00 READ AND SIGN City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Residential Addition Project # 24-003433 Project Description: Construct an Attached Carport East Side of Property on Existing Driveway, Material & Labor List of items included on the project: 1.- Prep work area 2.- Build a metal carport with 3 sides walls 3.- 4"x4"x11' gauge steel columns 4.- 2"x8" roof rafters 5.- Side wall framing 50' x 22' lean to slope… from 10' down to 9' 6.- All metal to be welded for structural support 7.- Clean work area Materials, Supplies and LaborAttachments:Upload up to 100MB. [ELECTRONIC REVIEW] Issued on: 12/03/2024 at 5:26 PM MYGOV.US 24-003433, 12/03/2024 at 5:26 PM Issued by: Connie Cook Page 1/2 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). December 03, 2024 Signature Date City of Grapevine Building - Residential Addition Project # 24-003433 NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. ** ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) City Approved Stamped Plans must be on-site for ALL INSPECTIONS. 3) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION NUMBER METRO (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITH APPLICATION ON FILE IN THIS OFFICE. THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (180 DAYS) OF ISSUANCE OR IF WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS). THE ISSUANCE OR GRANTING OF THIS PERMIT AND / OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF THE CODES AND ORDINANCES OF THE CITY OF GRAPEVINE. THE ISSUANCE OF A PERMIT BASED ON PLANS, SPECIFICATIONS, AND OTHER DATA SHALL NOT PREVENT THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING CORRECTIONS OF THE CONSTRUCTION ITSELF. MYGOV.US 24-003433, 12/03/2024 at 5:26 PM Issued by: Connie Cook Page 2/2 ENERAL FRAMING NOTES Design Live Loadings and Building Code: The structural components of this project have been designed in accordance with the 2021 International Residential Code (IRC) and ASCE Special Publication 7. (115 mph wind speed) Site Conditions: This structural plan is based on site conditions as reported by the client and from any field inspections that have been made by this engineering firm. Dimensional Control: This plan is for the structural design of framing members only and is not to be used for takeoff purposes. All dimensions, lengths, and quantities are the contractors responsibility and should be verified with architectural plans If differences arise between the structural drawings and the architectural plans, notify this Engineer for recommendations. The builder and/or the contractor must verify all dimensions prior to construction. Steel Design Specifications: Roof Deck See Framing Plan Bar Joists See Framing Plan Beams See Beam Schedule Angles: See Framing Plan Columns: See Framing Plan Base Plates: See Framing Plan General Notes. 1. All steel beams, channels, and angles to be ASTM A36, u n.o. 2. All structural columns to be ASTM A500 or A501, u n o 3. All connection bolts to be ASTM A325, u n o. 4. All steel connections to be 3/16" full penetration fillet welds, u.n.o. 5. All joists, bracing and bridging to be fabricated and installed per Vulcraft (or equal) specifications. See Section 1 through Section 6 of Steel Joist Institue Code of Practice. 6. Builder accepts full responsibility for checking layout to assure current conformity to local building codes. Should any changes be made to these layouts by the builder or their representatives, builder accepts full responsibility for amended layout 7. Framing contractor to compare any framing plans from structural engineer or truss company to the applicable layout found on this sheet. Any discrepancy to be reported to the builder immediately. Deflection Control (Wood Members): The following deflection controls were used ,n the design of the wood members: Members supporting roof load only (slope>3.12). L/180 Members supporting all other roof load L/240 Members supporting ceiling load (span < 15 feet)' L1240 Members supporting all other ceiling load: L/240 Members supporting floor load. L/360 Members supporting masonry veener (brick or stone): L/600 CONSTRUCTION HOURS 7:00 AX - 7:00 P. . MONDAY - SATURDAY ONLY NO WORK PERMITTED ON SUNDAY COPS RXTO:t ,,A � = �R '6PEC`10Q 1017) 410.3010 aEVO�Eri UPO\ PE (Vi T EXPIF AT'KYJ CHANGESALL REQUIRE PPROVAL OF REVISED PLANS I iy z a 0 0 Z w d W 6 W� w Z° Z Ill N o8x- a'irc sr f Z Y O 3: IV OQ Z <W V M> h Y r< rn< Nuj0 Z of jZOaz) <w <ymM� �LL ZW NQ }z �d NZ' x �10gm I—; gcD�o_.2 r 202 SHEET I` S1.0 c� IAF L , 4- ------ ------ lif ZI F STEEL FRAME TO HOUSE SAVE ACONNECTION DETAIL J, Jf STEEL DBRACKET DETAIL ------------------------- NTS �F FOUNDATION WHERE FLATWORK E IS PRESENT AT COLUMN LOCATION I F- (x 5) S2 D u I T il I I T Ilrr� -A I - 11 F (X I- m - - - - - - - - - - - - - - - L STEEL FRAME TO HOUSE EAVE CONNECTION DETAIL SCALE NTS El 'LltA F ',fll STANDARD COLUMN AND STEEL CHANNEL B CONNECTION DETAIL ------------------------------------------ SCALE NTS EI LI L! 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