The URL can be used to link to this page

Home My WebLink AboutSFADD2015-2187Alw_ JUN 19 2015 DATE OF ISSUANCE: PERMIT # BUILDING PERMIT APPLICATION PLEASE PRINT JOB ADDRESS: ff S LOT: /7 BLOCK: _r>1 SUBDIVISION: BUILDING CONTRACTOR (company name):c>%cC- F # CURRENT MAILING ADDRESS: 7/2 /t/ fie--- 'ot- . y, CITY/STATE/ZIP: PH: #/�s-6'� Fax # PROPERTY OWNER:{," CURRENT MAILING ADDRESS: Z cz,.7 -� CITY/STATE/ZIP:0 j/ PHONE NUMBER: PROJECT VALUE: $ FIRE SPRINKLERED? YES DESCRIPTION OF WORK TO BE DOT USE OF BUILDING OR STRUCTURE: NO L----" NAME OF BUSINESS: **Total Square Footage under roof:3S Square Footage of alteration/addition: 3'—f C i I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) ❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for 1 & 2 family dwellings) ❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPR VAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: rvc le--'75-tee SIGNATURE (/ PH #: L+ S /w'- `I C%� ' 0 FAX #: EMAIL: <: ❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: \/a it Valuation: $ 1-7 �' Setbacks Approval to Issue Occupancy Group: Sprinkler: YES �-- NO - - Front: Electrical Division: ding Depth: 1 EBuilding Left: / Plumbing Zoning: , ! Width: jyj t Rear: Mechanical Occupancy Load: Right: Plan Review Approval: Date: 6,1 ef - tS Building Permit Fee: Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: b ' ! ci R 2-a 19 Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165O:FORMSIDSPERMITAPPLICATIONS 1/02-R-11/0,4,5)96,2107'11/09,4/11 N CITY OF RELEA% CONS RELEMRE DOES NOT AUT— WITH THE BULDING C: THIS PLA,,,,,� I THE J06,:' BUIMNG PELLASE DOSS NO -i"' EASEMENTS OIC 01 ALL CHAINGE6 EXISTING FLATWORK 3143 STONE CREEK LANE PLOT PLAN I a IPAPEVINE "13 'ED FOR ICTION T. ANY WORK IN CONFLICT Df ZONING OROMNCE KEPT ON ;:',-L TIMES' )N DIVISION 10 ov CONST rivarm IN C RIGHT -OF-WAY, DETACHED TABE APPROVIED GARAGE �N PROPOSED L SCREENED -IN PATIO 15'-6' EXISTING STRUCTURE 61-0 I EXISTING STRUCTURE PROPERTY LINE 3143 STONE CREEK LANE PLOT PLAN SCALE - 1 /4 ))=J) SCREENED OPENINGS 5'-6b# EXISTING STRUCTURE EXISTING 18" PONY WALL FLATWORK EXISTING STRUCTURAL I 3/-O'r NORTH ELEVATION SLAB 1 17'-0' L_ ac --t 147 m S -Tv 'Bleg 'TltVlyac-'rz 9-'exP_L;l(ac-f_) -ro G, 13-1 cvi-i j!5e�:0MC- CjnjC-,Z t),P- EXISTIN STRUCTL SIMPSON STHD—1 4 A SEPARATE ®: ECfiANICAL, ELECTRICAL AND SIGN PERM9S QUAI I IW P94QUIPF70 ROOF RAFTER t -L N RAFTERS WILL BE 2X6 YELLOW PINE ON 2' CENTER. CEILING PANELS WILL MOUNT TO UNDERSIDE OF ROOF RAFTERS VVILL 01-- w' - ° FRAMING BRACES AT 2 PERMIT EXPIRATION. LOCATIONS ON EXISTING STRUCTURE SIMPSON STHD-14 2'X2'X2' FOOTING TO BE ADDED ROL-tCLOr" AW) EXISTING STRUCTURE ADDED FOOTING PLAN 2X SCALE #3 REBAR SET 6" INTO EXISTING SLAB ON 4 SIDES 10 FEET r6LEASE DOES NOT AUTH07� WTT)i 714E BtftDING THIS Kx,,� THE JOB " LATE-- PNG 8NS,��EC" Fe, EASED'U0F__-i'N EkSEMIE", OR ON 7 ALL CHANdES EXISTING STRUCTURAL SLAB AND ADDED FOOTING PER DETAIL ARE SUFFICIENT TO SAFELY SUPPORT IMPROVEMENTS PER PLAN . OF TlI . w ej ........ to *0 �..W!41AM B. ......... REE :fir OGLET ................. 17255 -50 AV CENS NAL M M Hall 0 Ng SHALL i3E \ x M X z 0 c/) C n a IN M SIDE VIEW TOM 'eo I°i® EXISTING STRUCTURE VIEW JG EXISTING STRUCTURAL SLAB // re,Ire, F T, IIFFK"�E 1A)Pv FRAMING AND SHEATHING DETAILS rf, ROOF LOAD WILL BE BORNE BY TRIPLED 2X12 YELLOW PINE LUMBER ALONG NORTH AND WEST WALLS IN COMPLIANCE WITH ACCEPTED IBC STANDARDS. SUPPORT BEAMS WILL REST ON EXISTING TOP PLATES WHERE + 2X2 X2 ATTACHING TO EXISTING STRUCTURE (POINTS A AND B) AND ON 4 2X4 STUDS UNDER THE ENDS OF EACH SUPPORT BEAM AT NORTHWEST CORNER (C), SUPPORTED ON GALVANIZED METAL STAND-OFFS DESIGNED FOOTING TO FOR THIS PURPOSE. ROOF JOISTS WILL ATTACH TO EXISTING ROOF JOISTS, AND ROOF WILL BE BUILT UP TO ENSURE POSITIVE DRAINAGE. PONY WALLS WILL BE FRAMED WITH 2X4 GRADE 2 LUMBER ON 2' CENTERS, BE ADDEDWITH DIVIDING COLUMNS AT ROUGHLY 5-1/2' INTERVALS TO FACILITATE APPLICATION OF SCREEN. THESE SUPPORTS ARE NOT INTENDED AS STRUCTUARAL SUPPORTS, BUT WILL REST ON GALVANIZED METAL STAND-OFFS DESIGNED FOR THIS PURPOSE, AND WILL ATTACH TO HEADERS WITH FRAMING STRAPS DESIGNED FOR THIS PURPOSE SECURED WITH 3/8" LAG BOLTS. EXCEPT FOR SCREENED AREAS AND ROOC P lRUCTURE WILL BE SHEATHED IN CEDAR -TEXTURED CEMENTATIOUS SIDING MATERIAL, EITHER IN 8" WIDE PLANKS OR FLAT PANELS, PER CLIENT'S PREFERENCE. c"A W5,PIEc--tlV0 I -S 00 ocreened Patio Addition - 3143 Stone Creek Lane - Grapevine, TX 76051 A -• A Awa Aw A an to 5:3 %..". ogetr Ogletree ^uswm Homes and Renovation - 219+ Z8 60`0 eenomes,,com C G IRE Ln SCREENED OPENINGS 51-3j# 18" PONY WALL EXISTING FLATWORK • WEST ELEVATION 17'-0' A SEPARATE ®: ECfiANICAL, ELECTRICAL AND SIGN PERM9S QUAI I IW P94QUIPF70 ROOF RAFTER t -L N RAFTERS WILL BE 2X6 YELLOW PINE ON 2' CENTER. CEILING PANELS WILL MOUNT TO UNDERSIDE OF ROOF RAFTERS VVILL 01-- w' - ° FRAMING BRACES AT 2 PERMIT EXPIRATION. LOCATIONS ON EXISTING STRUCTURE SIMPSON STHD-14 2'X2'X2' FOOTING TO BE ADDED ROL-tCLOr" AW) EXISTING STRUCTURE ADDED FOOTING PLAN 2X SCALE #3 REBAR SET 6" INTO EXISTING SLAB ON 4 SIDES 10 FEET r6LEASE DOES NOT AUTH07� WTT)i 714E BtftDING THIS Kx,,� THE JOB " LATE-- PNG 8NS,��EC" Fe, EASED'U0F__-i'N EkSEMIE", OR ON 7 ALL CHANdES EXISTING STRUCTURAL SLAB AND ADDED FOOTING PER DETAIL ARE SUFFICIENT TO SAFELY SUPPORT IMPROVEMENTS PER PLAN . OF TlI . w ej ........ to *0 �..W!41AM B. ......... REE :fir OGLET ................. 17255 -50 AV CENS NAL M M Hall 0 Ng SHALL i3E \ x M X z 0 c/) C n a IN M SIDE VIEW TOM 'eo I°i® EXISTING STRUCTURE VIEW JG EXISTING STRUCTURAL SLAB // re,Ire, F T, IIFFK"�E 1A)Pv FRAMING AND SHEATHING DETAILS rf, ROOF LOAD WILL BE BORNE BY TRIPLED 2X12 YELLOW PINE LUMBER ALONG NORTH AND WEST WALLS IN COMPLIANCE WITH ACCEPTED IBC STANDARDS. SUPPORT BEAMS WILL REST ON EXISTING TOP PLATES WHERE + 2X2 X2 ATTACHING TO EXISTING STRUCTURE (POINTS A AND B) AND ON 4 2X4 STUDS UNDER THE ENDS OF EACH SUPPORT BEAM AT NORTHWEST CORNER (C), SUPPORTED ON GALVANIZED METAL STAND-OFFS DESIGNED FOOTING TO FOR THIS PURPOSE. ROOF JOISTS WILL ATTACH TO EXISTING ROOF JOISTS, AND ROOF WILL BE BUILT UP TO ENSURE POSITIVE DRAINAGE. PONY WALLS WILL BE FRAMED WITH 2X4 GRADE 2 LUMBER ON 2' CENTERS, BE ADDEDWITH DIVIDING COLUMNS AT ROUGHLY 5-1/2' INTERVALS TO FACILITATE APPLICATION OF SCREEN. THESE SUPPORTS ARE NOT INTENDED AS STRUCTUARAL SUPPORTS, BUT WILL REST ON GALVANIZED METAL STAND-OFFS DESIGNED FOR THIS PURPOSE, AND WILL ATTACH TO HEADERS WITH FRAMING STRAPS DESIGNED FOR THIS PURPOSE SECURED WITH 3/8" LAG BOLTS. EXCEPT FOR SCREENED AREAS AND ROOC P lRUCTURE WILL BE SHEATHED IN CEDAR -TEXTURED CEMENTATIOUS SIDING MATERIAL, EITHER IN 8" WIDE PLANKS OR FLAT PANELS, PER CLIENT'S PREFERENCE. c"A W5,PIEc--tlV0 I -S 00 ocreened Patio Addition - 3143 Stone Creek Lane - Grapevine, TX 76051 A -• A Awa Aw A an to 5:3 %..". ogetr Ogletree ^uswm Homes and Renovation - 219+ Z8 60`0 eenomes,,com SCALE 1f4"=1' ALL GFCI W1 TH EXTERIOR RATED /BOXES wpjavcs FANS WITH LIGHTS OFF SINGLE CIRCUIT 23/-7// EXISTING PANEL EXISTING GARAGE ATTIC ACCESS PULL-DOWN STAIRS CITY OF IRAPEVINE RELEASED FOR CONS 1',' ICTION EXISTING STRUCTURE RELEASE DOES NOT ALJ_� NV WORK iN CON','RJCT WRIH THE BUILUNG i R Z 0 N ! N G� 0 R C 1 N'Gr' 14 SMALLCoMfUj E THIS RIC- KEPT t -I'm ,_TMA11 11 DATE. ►2DW - ------ BLALDlt, !N ELECTRICAL PLAN RELEASE DOES N CODNiSiONNS KDN 1N EASEMENTS ALL CHANGC"-' B E A F-1 P "c� C), Screened Patio Addition - 3143 Stone Creek Lane - Grapevine, TX 76051 Ogletree Custom Homes and Renovation - 214-287-4630 ww.ogletreehomes.com %now pt MEMBER REPORT Levet, ROOF BEAM 3 piece(s) 2 x 12 Douglas Fir -Larch No. 1 0 Overall Length: 1 T r r i r L 17' 11 9 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. m Design Results Actual @ Location Allowed Result LDP Load: Combination (pattern) Member Reaction (lbs) 1937 @ 2 1/2" 7650 (4.00") Passed (25%) -- 1.0 D + 1.0 L (All Spans) Shear (lbs) 1647 @ V3 1/4" 6075 Passed (27%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 7832 @ 8'6" 7910 Passed (99%) 1.00 1.0 D + 1.0 L (Ail Spans) Live Load Defl. (in) 0.216 @ 8'6" 0.829 Passed (L/923) 1.0 D + 1.0 L (All Spans) Total Load Def. (in) 0.427 @ 8'6" 1.106 Passed (L/466) 1.0 D + 1.0 L (All Spans) Bracing (Lu): All compression edges (top and bottom) must be braced at 2' 15/1611 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. Loads Location: Bearing Length Loads to Supports (lbs) supports Total Available ' Required Dead Floor Roof Total Accessories 1 - Uniform (PSF) 0 to 17' 1' Live Live. 1 - Stud wall - SPF 4.00" 4.00" 1.50" 959 977 170 2106 Blocking 2 - Stud wall - SPF 4.00" 4.00" 1.50" 959 977 170 2106 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed Loads Location: Tributary Width0.90 Dead { ) Floor Live (1.00) Roof Live (rwmsnowcl.z5) Comments 1 - Uniform (PSF) 0 to 17' 1' 15.0 20.0 Roof 2 - Uniform (PLF) 0 to 17' N/A 85.0 115.0 - Member Notes 1143 Stonecreek LN Tapevine, TX )gletree homes Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Ted Kleinman Frisco Wholesale Lumber (972)335-9722 evvp@friscolumber.com 11 $"t le— .iZ System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 0/12 {Z SUSTAINABLE FORESTRY INITIATIVE 6/17/2015 9:38:26 AM Forte V4.6, Design Engine: V6.1.15 Page 1 of 1 SCALE 1/4 ))=l ) N IMPROVEMENTS TO FRAMING IN LIEU OF DIRECT SUPPORT TO SLAB. EXISTING FRAMING MY OF G E RELEASED FOR CONS -8'-:' %JCTION & . OF: ----- RELEASE DOES NOT AU _ ANY WORK 9N CONFLICT HIS P-1 Kew,:.; r°, DAT � RE LEAS'— 0 CONSTRUCTION N T BE APPROVED PROPOSED IMPROVEMENTS A B C D E F G TIE—IN TO EXISTING DOUBLED LVL STRUCTURE BEAMS PER NEW CONSTRUCTION ®w®��®fit, i� 17255 ,6 ADD 2X8X12 YELLOW PINE LUMBER TO SPAN EXISTING RAFTERS RUNS A THRU G. TO BE ATTACHED AT ENDS BY NO FEWER THAN 6 16p NAILS AT EACH END. DISTANCE FROM TOP OF HEAD TO ATTACHMENT POINT WILL NOT BE GREATER THAN 3'-6". • • ' i two • - _ '' i _ _ • III, _90WIlt ..All IJMVAV7�'' MG' Mmt;J.,-- 8