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Home My WebLink AboutRMISC2025-000698 RECEIVED- 2124/2025 rt �25-o(I0698 DATE OF ISSI'ANCE: U A K'\'17 u855 E RIVERSIDE DRIVE ,Ina ljl� 1 1 D � 1 OX 14 STORAGE SHE. ft� pi BUILDING PERMIT APPLICATIONELECTRONIC REVIEW ti 1r`QASJPRIvV1rCuilN JOB ADDREIS; SUITE 100 BILOCKSmIDIVIS1010 BUILCHNG CONTRACTOR mnnp,.,nn name)'. CURRENT MAHJTK; ADDRESS: CITYjSTATE'?ZFP- IH4. 4 PROPERTYMNER.- (1ARENT MARANGADDRESS. I'TIONE, NUMBER' PI10JECT`\�AL.U,"E: F1 RE S P R I NKI,E RE D? MIALT TIZADES WILL HE NEEDED?" EIXCTRI('---- N1EC'JIANJCAI,___, DESCRIPTION OF NVORK 11) BE DONE: LAE OF BUHMING OR STRUCTURE: NAME OF BUSINESS: Imal Square Footage under tvan Square Footage * I h"Ap VIA, lot Maus fine hmn VnIvixed mw We tittikow Will be imfienvil 1; 1 cenifill Apy Q1 01011 in 0010m A Mak Lam. PMn rmUnnod inweclkm ckwumniumkm SWM he made avuhade to the Iwilding Department (renaired for ovmobrings. afnrafiuns'and .additional * I how, ramify that Qnsimie torten whmiMd ReguWvianforAeevsdelute I&W". t "Md Nuaver: (Nor mvp&W Rw I & 2 &Qj dm Mkip) I huety c"uQ to; an mesms mwwy has been vmchan, hw Mh someRttv in acenvirmwe whh Me regWarm; requirements of die Tvva� OR Dep amnuis, or makh. iRAON 10 CO'MMERCIAL AND PUBLICOUILDO'(0) EQVIRED FOR DEN101-11 VONS. ADDITIONS AND ALTERA I I h"d* call 1wr We Anvgohng is virrect W Me best up, kmwwwv and ad; m in* "M heivolonwd according to the doeitivients appro� of Q We MMM" DMatutent and in ewnplianive mUh Me (1) (If (Aspoine, (Adinaoc(: regulating constrtwtionHis unifermood thrat Me 6numov of 46 p"mh does low gmnl or mornorne an) KiIaMin of any Code or orMnanu 4 dw Ciq Of Gnqy0M, I FURTHERMORE UADERSTAND VITAL PLANS AND SPEICIFICATION"S ARE NOT RE`IE\VED FOR HY THE CITC AND THAT THE DESIGN PROFESSIONALIONVNEA IS RE S'PONSIM E FOR OBTAIINANG St)( IJAPPROVAL f�kf%['f ItEAPPROPRIATE, s"I'ATE AND OR FEDERAL AGENC) m PRIN'I NAME: F-MAIL: CHECK BON IF PRE'FFRRED 1-0 BE COIN TACT ED BYF-NFk11, TDE FOLI _OVI ;__ S E COMPLETED BY TIVE BUILDING INSPE(-FJON DEPARTMENT C I onmruction`Fype� -SaWks A provai tc, l sue Occupfulcy Group: Fire Sprinklcr: NO 7- Whim Build Depthi call µ j Rvar: Mechanical S i ling �N "_-cirease Trall Riuht: j Hood X Plan Review Approval/., ilding Permit Fee: Site Plan.-%pproval: 7- EDaw: PWn Revies Fee: Fhv %pannwa Zit w: Lot Enainay Fee: Public Wort' ., Dcpailnle Daw. Sewer Availability Rate: Water A vai1ability Raw: A11=0 I'm flernlil� Date: I'mal Fees: Lot WkInge Subnhue& All rox eel: Total ATIOLUIt MiC, ADDRESS 855 E Riverside Dr Grapevine, TX 76051 LEGAL The (Gpv) Blk L Lot 21 S Woods Addition, The (gpv) Block L Lot 21 PERMIT HOLDER Tom Saurey tuff shed (972) 207-0049 COLLABORATORS •Bldg. Applicant Information Tuff Shed (817) 222-9981 •Tom Saurey tuff shed (972) 207-0049 OWNERS •Kimberly Charland INSPECTIONS 4 1. Building Setback 2. Building Framing 3. Lot Drainage Inspection 4. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)gene mccorkle **APPLICANT PHONE NUMBER 9722070049 VALUATION 5000 Square Footage 140 * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 DOCUMENTS - MISC 01 APPLICATION.pdf DOCUMENTS - MISC 02 CONSTRUCTION DRAWINGS.pdf, SURVEY - SETBACKS.pdf DOCUMENTS - MISC 03 LOT DRAINAGE.pdf * ZONING DISTRICT R-7.5 FEE TOTAL PAID DUE *Building Permit Fee (Value)$ 123.00 $ 123.00 $ 123.00 TOTALS $ 123.00 $ 123.00 $ 0.00 READ AND SIGN 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). City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Residential Accessory Structures Project # 25-000698 Project Description: Construct 10 x 14, 10ft 3in Tall Storage Shed [ELECTRONIC REVIEW] Issued on: 02/27/2025 at 8:25 AM MYGOV.US 25-000698, 02/27/2025 at 8:25 AM Issued by: Connie Cook Page 1/2 S--. A T I F-. t, I I r F RECEIVED: 2124/2026- 25-000698 855 E RIVERSIDE DRIVE 10X14 STORAGE SHED East 16"'I'shit 1)1.i—e EAST RIVERSIDE DRIVE NW55'14"E R=7500, 36J4' 721 .3� 0 dr, , or 22 Lot 20 46 855 East Riverside Drive 3� Woo," *c Lot 21 Block L 5' UHL, f01SW'155 "W 0 rr.f,i T*,4 rupno% p I cka: d V 1)44, 1 llrotssional L:,Fzj Sun . . .. . ....... F_ - ----- PTR & TR800 SHEDS UP TO 12' WIDE x UP TO 24'L-ONG REFER TO THE TRUSS DESIGN FOR .UMBER SIZE. PLATE SIZE, AND TRUSS SPACING 4 -COLLAR TIE REQUIRED ONLY AT &2 WIDE SHEDS 55- TRUSS NAIL PLATES ARE: EAGLE METAL PLATES (ICC #ESR-1082) DOUBLE TOP PLATE RAFTER MANUFACTURED BY TUFF -SHED IP WALL FRAMING TO BE 2x4 HF STUD GRADE OR BETTER 4@D I 6'aC, EARTH ANCHORS ARE STEEL SHED BASE: SEE DETAIL 4 OP HONAL UNLESS REQUIRED BY YOUR LOCAL MUNICIPALITY, UP TO 12' WIDE ANCHORS Ala ARE AVAILABLE AT TUFF SHED, SEE SALESPERSON FOR PRICING, 1 0 BUILDING SECTION — 11 1 DOUBLE TOP PLATE 112" PLYWOOD SPACER CRIPPLES (IF REC.) HEADERS FOR OPENINGS UP TO T_0' USE (2) 2x4 HE #2 2x4 WINDOW Sit L TRIMMERS FLOOR DECKING BASE PLATE --KING STUD FOR WINDOW OPENINGS UP TO T-C ON LOAD BEARING SIDE WALLS WINDOW HEADER DETAIL FOR LOAD BEARING WALLS 111 I-L NOTES: 1. BUILDING CGDE: 2021 ISO AND 2021 IRC 2. DESIGN L,OADING: WIND SPEED & EXPOSURE: 115C ROOF LIVE LOAD: 40 PSF ROOF DEAD LOAD: 10 PSF 3. FOR SHEDS WHICH OTHERWISE MEET THE PRESCRIPTIVE REQUIREMENTS OF THE 2021 IBC AND 2C,21 IRC ALL SHEDS CONSTRUCTED ACCORDING TO STANDARD CONVENTIONAL CONSTRUCTION METHODS NAILING: ROOF: ATTACH 7116' OSB SHEATHING TO TRUSSES WITH: 6d NAILS _e 6" O.C. AT EDGES 6d NAILS � 12" O.C. IN FIELD WALLS: ATTACH 3/a" SMART61DE TO WALL FRAMING WITH: 3d NAILS 'a) 6" O.C. AT EDGES 6d NAILS 5- 12" O,C. IN FIELD HEADERS; ATTACH HEADER TO, STUD WITH: (4) 3d TOENAIL OR (4) 16d END NAIL DOUBLED HEADER: 166 @ 16't STAGGERED FACE NAIL 48 x 3" FLAT HEAD SELF -TAPPING SCREWS SPACED Ca, 24' O.C, Y," APA OR TECO RATED T&G FLOOR DECKING 2" x5/7" STEEL JOISTS __ 24' 3,C. (550SI37-054) S ftl 0 >1 34" HEX HEAD SELF -TAPPING SCREWS (2 PER TABI VENT HOLES (a-) 24" O.C, OPTIONAL LEVELING---' 4 BLOCKS 2" x 5YSTEEL TRACK — EACH END (550 125-054) 1. STEEL SHED FOUNDATION: 2" X!,,Y,"-1 6 GAUGE S I FEE TRACKS G 140 ZINC COATED 2" x 6Y2"-I 6 GAUGE STEEL JOISTS G140 ZINC COATED @ 2` " G.C. (SUP-ILISR: ALLIED STUDCO - JOIST: 550S 137-054 1 TRACK: 5601-125-054), 2. 3/4" APA OR TFOO RATED TONGJE AND GROOVE FLOOR DECKING, 24" MAX PANEL SPAN, STAGGER PANEL LAYOUT. 3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING 48 x 1%'LDNG MIN, SELF -DRILLING SCREWS @ 12- O.C. NO 131 OCKNG REQUIRED, ALL EDGES SHALL LIE ON FLOOR JOTS I'S. STAGGER PANEL LAYOUT PER APA CONDITION 1. C FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS WITH #8 x 3" GALVANIZED SELF -TAPPING SCREWS @ 24" O.C. 5- ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORTED. 50 ESE FOR JOISTS ON BLOCKS AS SHOWN. FLOOR DECKING HEADERS FOR: TRIMMER STUD 6. USE OPTIONAL CONCRETE BLOCAS AS REQUIREDTO LEVEL BUILDING: OPENINGS UP TO 6-0" SUGGESTED S'ZES: Tx 8" x 16", 4" x 8" x 16", OR8'x 3' x !6'. USE (2) 2x4 HE #2 BLOCKS UNDER JOISTS SPACED @) 8 -0"C.C. MAXIMUM. FOR OPENINGS UP TO 8'-0' ON OPENINGS 6"-1" TO T-o" BLOCKS UNDER TRACK SPACED @ 4'4" O,C, MAXINIUML LOAD BEARING SIDE WALLS USE P26 HF#2 20BDOOR HEADER DETAIL HEADER DETAIL FOR NON- SHED BASE DETAIL FOR LOAD BEARING WALLS 03 LOAD BEARING WALLS 04 I'll � I , -- ------------ P.O. # THEM ORAININGS AND THE DRAWINO� BY� DESIGN ARE THE PROPERTY. GL P!'� 11 DRAWING NO, Cus" rier: Di awn By: S TUFF SHED, INC. TUFF SHED "" j OF TUFF SHED, INC. THESE Storage FtUildiJIGS & Gat -ages Date: 6116/23 DRAWINGS ARE FORA BUILDING SECTIONS PYRITIR800-01 TUFF SHED, INC, Site Address: BUILDING T E SUPPLIED IIN I IOLISF DRAFT ING DEPAR I MEN I' 08 Chccked By: AND BUlt_T BY TUFF SPLO, REV. LEVEL 01 ANY 0TUFR J!TE —is 1777S HARRISON'SfREET SHED BASE DETAILS I'ORSIDDEN BY �-_UFFSHE� !I DF,`NVER, L'OLOR.ADo gr), I() Building Size:,;,,,,. Date� i 1 -4 HEADER FRAMING DETAILS SHEET INC & THE ENGINEER OF (303 175 - f LT}' Scale: N.T.S. RECORD, 15 'F=�'�. -AL,"N' NOTES 2021 113C RC 1 C PAGE 1 OF 1 i DOUBLE TOP PLATE Fi 1/2" PLYWOOD SPACER CRIPPLES (IF REQJ HEADERS FOR OPENINGS UP TO 4'-()" USE (2X4 HE 2 OPENINGS 4',1" # TO T-o" USE (2,'2x6 HE #2 KING STUD TRIMMER EASE PLATE CRIPPLE STUD K:1N:G;STU�DII �ifi - I 1� �� I Ili �t 10 x2,)'/ 101' 5AXO V6,10 2x;,','YW 7 K724 12,'421 4,; C, 7, RR 12x24 07 M, 39 SS, 169, 1 S6.629 $7 109 SS SICGII TAKV71 MAE Nkm W7 M=a M BMW Dw F"Wfit IMSMM wa, sown momm t6V ww", Alwamo Sams YVON) I : 4 toC -1�,e T3 vmwK two, 1 A"- oon,,—w w w", A— aw &d Wx squn In WT va i€om, NNW Nwi- \11, Upi,'ro6- &IT &.Momms EV su"mr --- EDuv.11'� Gr Sidevmil Doo, Jl "M am mwwwmaHn':!l $19,3 AMM6 aDW NIQ so Alzoval SWAB SWAM V2� Q',Qtl'xj4[, S,, Y I q Sfax 4 693 MAMMST 182N MR= RP ulmsma sw STIM M05 MyAmf 57RM M65V SEP %knor Mae spa wo WMATT SM55 SNAG Mms M66 WO 10 BAN9 " U: eZ III, K 11, , "), W17,I74 $18,071 Vol= sups SMX6 u!'t ulalwr SZAM U204 w &A 095 SNIM MM Vo"101 $27,1,Wl 'e, Vz N Docusign Envelope ID: 53FB9D74-7090-45FC-9F9F-FD I BD882C104 TUFFSHEO' Wall A Base Details/Permit Details Building Size & Style TR-800 - 10'wide by 14'long Paint Selection Base: No Paint, Trim: No Paint Roof Selection Weathered Wood Dimensional Premium Shingle Drip Edge White Is a permit required for this job? Yes Who is pulling the permit? Tuff Shed Optional Details Doors Full-Lite Residential Door (T x (Left Hand Inswing), Windows 4'x3'ln5ulated Horizontal Sliding Window 3'x3'lnsulated Horizontal Sliding Window Transoms 5 Ea Transom Window (16"x8") Walls 386 Sq Ft House Wrap Roof 163 Sq Ft Radiant Barrier Roof Decking Floor and Foundation 140 So Ft 3/4" Treated Floor Decking Upgrade 4 Ea Shed Anchor into Dirt - Auger or M R88 Vents 2 Ea 16"x8" Wall Vent -White ,,—OOcUS#gned by t Customer Signature: �m CLvLwAJ . Date: 2/24/2025 8CMAA9143248A, , Kim Charia 855 E Riverside 11 Grapevine TX 760 &AAWAIMAM oa Jobsite/installer Details Do you plan to insulate this building after Tuff Shed installs it? Yes Is there a power outlet within 100 feet of installation location? Yes The building location must be level to properly install the building. Now level is the install location? Within 4" of level Will there be 18" of unobstructed workspace around the perimeter of all four walls? Yes Can the installers park their pickup truck trailer within approximately 200'of your installation site? Yes Substrate Shed will be installed on? Grass; ..... ... .. .. �IV 7`1 C-