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HomeMy WebLinkAboutSFADD2015-2102JOB 1i' • • £;r DATE OF ISSUANCE: ,.1 2015 PERMIT #: _A-1 c) BUILDING PERMIT APPLICATION PLEASE PRINT BUILDING CONTRACTOR (company name): CURRENT MAILING ADDRESS: ' 1pa1 1 i CITY/STATE/ZIP: ►y 1Ai `/1 PROPERTY OWNER: r 4. SUITE # SUBDIVISION: i. S, ly y - � CURRENT MAILING ADDRESS: J00 n W0C'4 CITY/STATE/ZIP: F'1 W✓ 1 ,� - `%O S i PHONE NUMBER: PROTECT VALUE: $ FIRE SPRINKLERED? YES NO DESCRIPTION OF WORK TO BE DONE: ar- 0jUjDCJL) USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: **Total Square Footage under roof. Square Footage of alteration/addition: O 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) El 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: IN� � SIGNATUREf �� i.t_ 610 �UZ PH #: �%"� LQ-�$� FAX #: j L_ I,P,5 EMAIL: ❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: V13 Permit Valuation: $ 00 . Setbacks A royal to Issue Occupancy Group: Q Front: — Electrical -0~- Division: Building Width: A AAl Left: Plumbing — Zoning'.BuildingDepth: 1 Ri2ht; Rear: Plan Review Approval. aj Date: Water Availability Rate: Site Plan Approval: Date: Sewer Availability Rate: Fire Department: Date: Building Permit Fee: Public Works Department: Date: Plan Review Fee: Health Department: Date: Lot Drainage Fee: Approved for Permit: Date: 617_TotalFees: Lot Drainage Submitted: Approved: Total Amount 17ue, t o ) 100 Satinwood K E L L I E 'Z' Structural Evaluation October 27th, 2015 I have reviewed the installation on site, the plans and the requirements of the 2006 IRC Codes and I state that I approve the work done at 100 Satinwood, Grapevine, Texas. The work meets or exceeds the requirements of the 2006 IRC and the City of Grapevine. If you have any questions, please do not hesitate to call. Sincerely, Kellie Engineering, Inc. F-7585 Edward T. Kellie, P.E. LIE EDWARD KH'­­ e-. - 85492 4�, P.O. Box 471898, Fort Worth, TX 76147. TeL 817-379-1225, Fax. 817-704-4458 OWMI14 October 27'x',, 2015 City of Grapevine Building Inspections 200 S. Main Street Grapevine, TX 76051 Ph: 817.410.3165 Fax: 817.410.3012 Re: Structural Evaluation Arbor header connection to residence 100 Satinwood Drive, Grapevine, TX Kellie Engineering, Inc. made a site inspection at 100 Satinwood Drive, Grapevine to evaluate the header connection to the residence for the newly constructed arbor. Please refer to the photographs below: P.O. Box 471898, Fort Worth, TX 76147. Tel. 817-379-1225, Fax. 817-704-4458 •100 •••i �Orgi •• - Ire A live loading of 10 psf and dead loading of 10 psf was used to analyze the structural adequacy. As an open structure the arbor is not subject to the same loading as a decked roof and should be analyzed based on projected loadings. The proposed design loading is a uniform loading of 60 #/ linear foot live loading and 60 #/ linear foot dead loading along the header. The bolts to interior studs are prevent the header from pulling away from the wall. The ring shank nails alone, 4 vertical @ 16" O.C. were evaluated for shear capacity. The shear load is approximately 160# at each 4 nail vertical nailing string or 40#/nail to the building OSB sheathing. The allowable shear capacity for a 10d nail is 90# for a factor of safety of 2.2, the design is structurally adequate. P, 0. Box 471898, Fort Worth, TX 76147. Tel. 817-379-1225, Fax, 817-704-4458 • : - 34.x. X' 10' - " -'-:,3" m- .:. - ". -. " - - UTILITY LOT 5, ir } cf 10"R Ute•, ri•"•-• ..;.. .: �. - - --PkoPosEp:,,�,..: POOL/SP's !z.. .�:• r 1M L SEE A2 C55 EASE!"IENT, p :�''. tit:.' :'SI,`'•-�� ' _ - .. --" -•�` .� -.ate.-.:;:,.�:�, .�i.{�''.[�©'Fr-=� .�_,. .1;� ' •�7L1_ ^f'1G S. .-fel. _ 17 70, •.CD TWC7.".57o�Y. " R;Af'1E " 201 SUILi!il'-rv, �tIY � � _ +i ,. _ �• X5:01'' l r... '�y ,jfi:t e'ia�iESCJ• .i.../'i:.iF-i�t✓ i +Y 3VILDING LINE, IrY cri fob• ir2% iron t�od•-beu^�'• , �. ,#r,., ... .N.� �.1.�•�-a�{<<�`'�. �i. ": El S �3 ..��•� .��� . w -" 0.65! - TT }; '•• �;j� •„ •• � . , , f OSli IGt N'. •,. r•• T, .< .. :3, ' , . .;�.!Q3�•' ^ M9; •f'' .., ",(rJ�F,y. •,t; ,,{ •,•r � ':+•e.' `�. �'�,�'.:i�.:,.'..� f_.••rr•.y':.:I: w�aY.:T/ _ ✓^T : �'.. .1r� IL _ 1. EROSION CONTROL REQUIRED • • • STARTS. 2. NO CONSTRUCTION, OR WITHOUTEASEMENT PRIOR APPROVAL. 3. MAINTAIN CURRENT DRAIN .- .... 4. GRASS/EROSION CON.. REQUIRED 6-12 �Su�ba( The 7& Lo k ALL CHANGES REQUIRE APPROVAL PLANSOF REVISED PLANS APPROVED LL BE KEPT ON JOBSITE AT ALL TIMES RELEASED FOR CONS .:, SHEET -___R RELEASE DOES NOT A1I "' �. =. ANYWORK � IN CONFLICT WH THE 8LkDWG C DR ZONING ORDWANCE THIS f f. �� E KEPT ON THE JCOU .LL TIMES tATan4wtSMD ppN MOM JRESG„iS k'5 CONSTRUCTION ONaam iN N 1tr`4SEMCtS C .aGW—OFWA . ALL CHANG _}. g.. SEPARATE ELECTRICAL t SHALLBERMUIRM N APPROVED �a �Y I DAT _ UTILITY'EASEi"1ENI. - LOQ 35 :. ' w' $ou�a f V2.`� � -_ ",-�•.. (; =1d - PROf'QSE,D�� E E HA2 `:•' - ?: '150 ::. fo ACCE.a�, -EASEMENT. $, �' 4 S�f CiR'1' �P,At�i� .... `.70 i .. • Y .: . 201 OUILDWG, i_JN ACCESS :EA.5EI-rItAT t Epee' �t'�, Za FouiXl t/:. i irpU jf r oci bear's; ~ N• duke_ > . '`' 0.65! "''• t•.,,li♦:.�!�;KM'=f } ,�._-.✓rte•• . found' t .2" E'`':; ^: ` , I ' • � fra't rod' :`. j�i� .. •:�� �•' .•; - -_ a9pl�ait .: �. i•=2f1k0` t LL ZOX • Uj0 LU �: • Z UJ CL (Issued For Construction) This design is the property of Mid -City Custom Pools, Inc. Do not duplicate or redistribute in any form without the written consent of Mid -City Custom Pools, Inc. Designer Dave W. Issue Date 03-22-15 Subdivision/Addition The Y" of Saver lake Estates Lot 22, Block 2 Maps= Dig -Tess: IN Pool Specs Size: 28'-0"x17'-0" SgFt: 316 Gallons: 11,060+Spa Depth: 3.5'-4.5'-6' Perimeter: 77' Steel: 8" OC 3/8" Coping: Oklahoma Flagstone Water Feature: 10LF Weeping wall (6"-24") Bubbler on Taning ledge Plaster: Quartz Brite "Midnight Blue" Tile: NVCC 654 "Tranquid Green" Returns: 4 Skimmers: 2 Pool Drains: 2 Excavation Type: Bobcat Dig and Shuttle (mini mini) Notes: Spa Specs Size: 7' Perimeter: 20' SgFt: 29 Raised Ht.: 18" above pool level Coping: Oklahoma Flagstone Rolled Neck: Yes, 1x1 tiles Spa Veneer: Level 2 Glass Tile/Oklahoma Flagstone Plaster: Quartz Brite "Midnight Blue" Spa Tile: NVCC 654 "Tranquid Green" Spa Drains: 2 Gas Run to Meter: 105' Spillway: Oklahoma Flagstone Water Features: Spa Fountain Jets: 6 Notes: Deck 1 Pool Decking Type: Colored Rock Salt Sq Ft: 436 t . Turn Down: 26 LF 18" radius Steps: 5 LF straight Deck Drains/Drain Pipe: 10/140' 1.5" sleeve: 40 LF. Umbrella Sleeve: (2 total) Notes: Pool Pump: Intelli Flo VS SVRS Blower: 1.5hp Silencer Filter Type: 420 SF Pentair Cart. Chlorination: IC40 Heater: 400k BTU heater (NAt) Mast. Temo Automation: ET 4 Pool/Spa w/ (2) actuators Remote: ET Wireless Control - 4 Circuit Cleaner: PV3 In Floor Cleaning System (See SH PV3) Pool Light(s): (1) Spa Light(s): (1) Notes: Pool light: "Amerlite" 50OW w/ 50' cord Spa light: "Amerlite" 60W w/ 50' cord Notes 1. Steps up to Spa level are moss rock, flat stones. 2. Outside face of spa between moss rock to be 1"x1" glass tile. 3. Fill line to exit in moss rock boulders to left of spa. 4. (2) pallets of bermuda grass sod is included. CRY OF GRAPEMNE RELEASED FOR CONS i R ,i ..JCTION; LJ1 Pop line Exl5t: fence IOx1O--, utility / Esm't. l Exl5t. fence down , 5econdory New gate W treill5 See SH A4 0 U 10 o 0 Q 3 �aCo vo moo,; C 'B^ o� C^ CO I it LLJ IC. WE ES NOT AUT Pro ANY WORK IN C ONFLIC I' WHTHEBUILMNGC —"')FIZONINGORDI N . POE. LLJ 'E KEPT OtA 'SHE' 4`` a�I�r�a LT I.`3 Q LlILDING ` IP � ,ON DIVISION AIDE DOES N� I" I'C= CONSTI UCT° ON IN WSEMENTS k ?C RIGHT-OF-WAY. an CIMGES S *` BE APPROVE-, #@,�D IOx1O--, utility / Esm't. l Exl5t. fence down , 5econdory New gate W treill5 See SH A4 0 U 10 o 0 Q 3 �aCo vo moo,; C 'B^ o� C^ CO I it LLJ ZaX LLJ • • L f (Issued For Construction) This design is the property of Mid -City Custom Pools, Inc. Do not duplicate or redistribute in any form without the written consent of Mid -City Custom Pools, Inc. Designer Dave W. Issue Date 03-22-15 Subdivision/Addition The Villas at Silver take Estates Lot 22, Block 2 Mapsco: Dig -Tess: IF . . ......... ........... EDWARD T KELLIE ........... . ..... 85492 4 q-- 1-7-2t>1 5' KELLIE E.NCalNt i -.I 1 N G, INC` P.0, Box FoR-f, Wbizz'i-i-i, -i-Y, 70;1,17 TEL. 817-455-1,396 2e 0 V m b 1) -t I t7 t --j I KNSPFC -T IOM 1-5 241-0" 2x4 (6cdar) 0 bl' 0.6, (laid flat) SLEVA71ON-A l/4"=V-00 L I Y%4T MAI I-AF_\IGQ Al-Tfic-1-1 INSPF C--rc-l-) #3 Stirrup top & bot. (4) #3 rebar vertical all sides 6x6 Cedar col. —�v-New 4!' slab I Jill I O MI I J -- z (4) #3 rebar vertical all sides Stone base under post 2= -Cr 1*064r fD97'A1 oL:TG tl NOM III -011± 2x4 (cedar) 6" O.C. (Iold flat) 2X(O cedar--/ 2411 O.G. Gbl. 2xb cedar ti bxb Cedar po5i;5 Trim (t9p) PAM" JOIS1S 'To 1'6E r3OL:feD IyA-To 51 L) Av4� 'TNA9_0 UCCH T'ZR%C_jL I C_t,4GC- fZ M A -(C_ p JA L!; - A -VT AC -H MEP411 S --FO12A COQ6fZ UP, t1LT 0-0-1 klA5,pr_-C_'TDZ GEVIDPLE V:AAW* nlo 619. fan supplied by owner aF61 outlet mtd on post A/A3 1W_ 241-011 \--- Line of New bx& new arbor N.R.G. post (typ. of 3) Switch for c1q. fan (See, homeowner for location) A • W ZOX W a �- 00 - W 0 -5 W W'" zw U) 0 C)'r- {Issued For Construction) This design is the property of Mid -City Custom Pools, Inc, Do not duplicate or redistribute in any form without the written consent of Mid -City Custom Pools, Inc. Dave V Issue Date 03-22-15 Subdivision/Addition The Villas at Silver Lake Estates Lot 22, Block 2 Mapsco Dig -Tess - IN f ♦ i F♦ r.lfN♦+R*Rleeeae{=k3 s#Ve♦+! ♦oax<�� EDWARD Ti » � . . 85492 P FE! A 1 a S7 CPA AIC - I I posts H.R.I.+•. `0 roll 1.1.1./. p Laid fiat I rA C fi f ... `/ MI. 2xb-" inl.ir:.G. ,� gate TRELLIS PLAN 1/2" -I' -o" Line of houae (Issued For Construction) This design is the property of Mid -City Custom Pools, Inc. Do not duplicate or redistribute in any form without the written consent of Mid -City Custom Pools, Inc. Designer Dove W. Issue Date 03--22-15 suouivisjon/Addition The Villas at silver Lake Estates Lot 22, Block 2 Mopsco: Dig -less: ul ?outs P.O._ W FORT VE{1ogr? vi I, i s , 6'147 i Lt..,. C,.,� F I S Q• k„1 x i 1� 4:'} Z X p ...:'1 .... 00 _ � / � T— CrTY OF ,,. w RELEASED FOR 0. zww CONSTHUCTION RELEASE .'S New” Y AU P i ¢'•^.�""{' `.aZE A INCONFLICT VATH THEBUILDING OR ZONNQ ORMNANCE 0 0 THIS PLAN � 1 E O THE J013 A � 1 ATIMES _NC:Mt i^aa�',�.. gate and r L0N fence TRELLIS SLIEVAINON IIS- � i DM Its TO CONSTRUCTION IN P FE! 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