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HomeMy WebLinkAboutMFA2025-000165*, RECEIVED: 1/21/2025 DATE OF ISSUANCE: 2-00165 "ildood Creek Ats" 2 DETACHED STORAGE/GARAGE a °_s MIT DOVE LOOP ROAD qm ... - a APPLICATION ELECTRONIC REVIEW SP25-02 S 2 LOOP ROADSUITE # JOB LOT: 1 BLOCK: 2 SUBDIVISION: Wildwood Creek Addiition CONTRACTORBUILDING (company name): Tuff Shed -Tom Saurey CURRENT MAILING ADDRESS: 1777 S. Harrison Street Suite 600 CITY/STATE/ZIP: Denver, CO10 PH:PH:# 4698730637 Fax n/a PROPERTY OWNER: Wildwood Creek apartments CURRENT MAILING ADDRESS: 4582 S. Ulster Street„ PKWY Suite 1200 CITYSTATE/ZIP: Denver, CO80237 PHONE NUMBER:-- 7-318-7624 PROJECT VALUE. 18,035.00 FIRE SP IN LERED? YES NO x TRADESWHAT WILL BE NEEDED?:ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORKTO BE ONE: 'X' Garage, anchored on concrete slab, LP Siding, Asphalt shingle USE OF BUILDING OR STRUCTURE: Storaae only NAME OF BUSINESS: WILDWOOD CREEK APARTMENTS Total Square Footage under roof: Square Footage of alteration/addition: 440 sa. ft. Gk 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) 6X7 I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: _ _ (Not required for 12 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 DINGS) 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 THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGNCY(S). • • ° PRINT NAME: Nicholas Ramirez SIGNATURE PHONE #: 4698730637 EMAIL: El CHECK IF PREFERREDCONTACTED E-MAIL [� THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT - Construction Type: N,a Permit Valuation: i Setbacks Approval to Issue Occu Banc\ rout'I = Fire S i rinkler: YES NO Front: Electrical ( Division: Building Depth: Left: lumbin_,e Zonin _.: Building Width: Rear: Mechanical Occupanc, Load: (.irease Trar i ,� t: Hood Site Plan A° z royal: . , y , �, �;... � , � �.:. '_.. g � . �. __. .. � .. Plan Review AI I royal Date. Building Permit Fee: it h .; 1-.)ate: Plan Review Fee: ,..Fir.....,. _. � - �� . _ -.. e e#°artent: Date: Lot Drainage Fee: Public WorksDepartment: Date: Sewer Availability ate: Health eYpa ment: Date: Water Availability, ate: Approved for Permit: Date: Total Fees: Lot Drainage Submitted: .. Approved: Total Amount e: PLAN REVIEW INVOICED 1/21/25 P.O BOX 95104, GRAPEVINE, TX 76099(617)410-3165 ::FORMSIQSPERMITAPPLICATIONSI/02-Rev.11/04,5/06,2/07,11/09,4/11,2/i9 ADDRESS 820 E Dove Loop Rd. Grapevine, TX 76051 LEGAL Wildwood Creek Addition Blk 2 Lot 1 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 •Wildwood Creek Apartments Llc TENANTS •Wildwood Creek Apartments INSPECTIONS 7 1. Building Setback 2. Building Foundation/Footing 3. Building Framing 4. Building Termite Verification 5. Lot Drainage Inspection 6. Final Fire Dept Inspection 7. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Nicholas Ramirez **APPLICANT PHONE NUMBER 4698730637 APPLICANT E-MAIL **NAME OF BUSINESS Wildwood Creek Apartments VALUATION 18035 Square Footage 440 What is use of Building/Structure?Store golf carts / storage * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-2 DOCUMENTS - MISC 01 APPLICATION.pdf, 320-2102754-HARD SHELL-ENG CALCS 10.21.2024 1 1.pdf, 320-2102754-HARD SHELL-Truss Design 1 1.pdf, 320-2102754-HARD SHELL-Construction DWGS 1 1.pdf DOCUMENTS - MISC 02 Builders Helper - Q9474315-9448657.pdf - 01184241_Completed 1 1.pdf DOCUMENTS - MISC 03 Waterflow 820 Dove Road 1.pdf DOCUMENTS - MISC 04 SP25-02 final approved plans 1.pdf * ZONING DISTRICT R-MF-1 *SITE PLAN / SPECIAL USE / CU?SP25-02 APPROVED TO ISSUE ELECTRIC NO APPROVED TO ISSUE MECHANICAL NO APPROVED TO ISSUE PLUMBING NO City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Multi-Family Alteration Project # 25-000165 Project Description: Construct a 20 X 22 Accessory Structure (Garage for Storage) with Slab "Wildwood Creek Apartments" [ELECTRONIC REVIEW] [SP25-02] Issued on: 01/27/2025 at 2:56 PM MYGOV.US 25-000165, 01/27/2025 at 2:56 PM Issued by: Connie Cook Page 1/3 FEE TOTAL PAID DUE *Building Permit Fee (Value)$ 347.00 $ 347.00 $ 347.00 Building Permit, Plan Review $ 225.55 $ 225.55 $ 225.55 TOTALS $ 572.55 $ 572.55 $ 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). January 27, 2025 Signature Date City of Grapevine Building - Multi-Family Alteration Project # 25-000165 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 MYGOV.US 25-000165, 01/27/2025 at 2:56 PM Issued by: Connie Cook Page 2/3 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 25-000165, 01/27/2025 at 2:56 PM Issued by: Connie Cook Page 3/3 3;Tc B E L- — — — — — — — — — — — — — - WALL A ELEVATION ---------- V, g�,G S -4- - — — — — — — — — — — — — -- WALL C ELEVATION ACCESSORY BUILDING DRAWING INDEX 52 EKIAHTEONUs CSHNOAR, 22'X 20'= 440 SO FT lEL PANS E S'. SEC-F 14S DETAILS -- ----------- S Nt U WALL 8 ELEVATION - — — — — — — — — — — — — - WALL D ELEVATION PROJECT NOTES pS +T GRP I IF 73 F, -'IIIKFI 1— T1 IQ r 11 1—Il 1- 7- 2 F I I 1�, FT -­ ETI 11- T 1 141­-l­ II T, It I F IF JZ En IF T�1� l I I IF I F, I l, I IF IIII lnF., F, I I R, ,d Et E,1h'!tlVa RECEIVED: 1/21/2025 25-000165 "Wildwood Creek Apts" K v ops 820 E DOVE LOOP ROAD DETACHSTORAGE/GARAGE 2l1w1-.l-;— -T— NAILING SCHEDULE SHEAR WALL SCHEDULE f,f I, )RI, lLT PAR lkf. ,i. 11A I- It ';I A,, I! CIt `t ( ,f '• l IC, 2N4 FRAAAII j S14E A HE E x TER! OR WITH . D "I's f31 ODD, Nli il4 i,l, LOENA[LkOc IN IA IT s IS ED, 12 1� 1r ING I 'I I �N SH-P —ARIW lb, I : 11 , 0 TO r,— PLATE fP I I D E N I PIA, L 0;3, n, ('01,1LA IN -L D TO 31LI - PLATE " , -5d END v L IR t4t A, TC FDAIL A 11,81E HDkDER 1 Gd 4 6- LC ALOIG CAGII "GE I-f ADEU TO K Nr SI JU 1,1,, jJ 7 OERAIL OP,4 � I f-C END FIAIL D-DOIN, ak- 0 DILDLE TO, -L �ES I I �-, I � FACE NAIL ',-,IAL L DOE' fRArJI ME �, 11 'FALL 'A 15 NOT A UNLESS SPECIFIED HEREIN ALL NAILING SHALL BE PER 2021 IBC SHEAR VALL 1ILAR C TRA';SFERRED Tr, -AAL: TABLE ZNPt,T0,2 I i't IT IRA-ff R PROAOF 5A At llV H e7PD (IF I, I r' 011DE -11 FClt 1v FA--KIWG1 'L� ljlSl P't"OR=- FU-,ES 0' PL,WOOD ON 54,-- RIALIS UN61--XED RCF 01-1- RAOV ILIA fSlDE 22 1.- 10 G —11, ---' USED FCR SHEAR RIXIF S-:-.%FHING NAILING NAIL:G r,Uf4IFR LL:11,11WIll EDGE 81, C DlIP ON q Cc ;,IDIIAIN A, f, 11 'IF; D NCI 14 LD DOVM PEOUIRSD I t—AU YUAHTIAN` M? PLATEOFV'LLBELO)N REFERENCE END WALL ASSEMBLY'S:: jRELLDO'IFRAIIEE',DIhALLS SHEAR WALL SCHEDULE Ft AIMiG LHEATHE LxT: MOO tl I4- 115-f:S17 USED FOR SHEAR NAIL Nr 7 11MM"A M II HO-D RFrCUFIED �- R-g 'I HIS FAf,"-: F 'El 1100 TOE 2N- FRA SHEATHE EXTERIOR VoT, SIJART� DE EDS-o- -` G-TOTAL USED FOR SHEAR'A',NA10IG aDGE D, CONN10, t.-- oc, NO HO-D 001�INS DROOPED —1W 1 WHEN PERFORATED SHEAR WALL DESIGN IS DESIGNATED. AREAS ABOVE AND BELOW OPENINGS ARE USED IN SHEAR CALCULATIONS REFER TO ANSYAWC SOPWS. — — — — — — — — — — — — - A - FOUNDATION PLAN FLOOR PLAN Im ROOF FRAMING PLAN '110 EDIT GRP A,4 .11c IT WA ARX'- ADD., IAItt PA;F* &tA,iLf I—icl, 1i11 TOM HST,! Kl,7 tl' D"! HTT4 ITT5 cws-,— H-T li I TT22 CMITvI- 5 En,F r t it PAL 111, SlIJFI,,D F wd—K—,lw H2 5A RANCH TRUSS ATTACHMENT ROOFING SHEATHING NAILING DTL @ DETAIL WITH BOTTOM CHORD Tr'Ul. ESS NO Xff� 1, 11,41 E E-0 QiHL,Wlse I.OTCD 04 "HEADIER DETAIL SHEAR TRANSFER DETAIL BUILDING SECTION -TIUMMUMMUEADDI im um I r V IPT GRP a�- rA, P. A WILl LANE IP,5CV4N'C 2MC a. I I ZI i Iir Y, z J A, P, J, �k -4k NK A -z- PEACH STREET 2 2-0, _ NS1IN', I IA Ft ­6 7_1� F111-111 Z� - --------- F BE RECEIVED: 1121/2025 4 z 25-000165 'Wildwood Creek Apts" 820 E DOVE LOOP ROAD . ... .. DETACHED STORAGE/GARAGE J- - T IL I'l0 Y­ CURVE DEII RADJIj CURVE TABLE TINGEN1 ICR!I BEARING !CHORD LENGTH E 0 u DIME 4S­ CONTROL PLAN IS TO BE USED FOR ALL a AS C NU LNNC AND PARKING AREA CATGUT, :V -ENATH :LL _j I Do W ANQOT SCALE FROMPHIS PLAN OR FROM — STID PI -AN FIF LA)GUT DRENSICTSE, ASIOT�ONNL CS C4 Y1.11, 9' 37 82 5C 2, �E N. 70 11 IC 1 a1D ­2S 11— w'z� VE cf) UMI�D�N AONAL NFESUATION AITY RESPECT 1 T' ON St LNIGN C11 BE FONK ON SELECID LAN SHEETS 4 IS '22- 'S 1­4 11Y DF MFKBA— .1 THE AROPITEC-CRAL IF -ANN I N.' B, I—C B A 9 IN E, R .11URSI SSK IFFT I— G1 11 1 EATT 2. FAREMENT DI EISINS AND EASEMENT _S­ IS 11 � 12- A, E, �­15 1S S, R .66 NOT SHS­ IN HIIS PLIO. ALL EY"CHENTS AFFECTING PUBLIC VP TES AND FIRE _11. CAI BE FOUND3' ON THE FINAL FLAT. IV 13'^4W, �S.Ai '2 ED .1 11 21 61 IW! 7 I'L SD 5b,9O '4 2' 29,41 SO 11. 1 yrv11 ISTOP I HS.- IF, I. 3. AFL DIMENSIONS ON THE allILDINQS — TO OUTSIDE I FACEOF A­LL DREDISNO I HE P—NG I'D C, 1 'A, 15EI 61 37,56 37 -2a­F___;__ ;KA5 EeE--- 58 BE'S E EI ill. F'�w, R-C 12�BL 4 �REAS ARE TO FAII OF ONES NN-F) UNLESS IIRIN 2DO.00 -_ 3IG4 40 IR -P 3? 51 , 78o_ GE M­R,F MINTNUS V—KANN,P_P_.M.N 1 co IES.BE NEED 5 37 50 ED 71 3'.94 3E 3� G2' ST —M-6 4 ANY QUESTIONS OR REQUESTS FOP ADDITIONAL GFORMATON WITH REGARD TD THE LIMEN ­N CONTROL PLAN SHOULD BE DIRECTED TO TIE ENGINEER, c17 IS BE, ES' I". ': I BY SO I, A, N44 I -W , I ,, " , - R B 42 B4 1 10. GIT —1 .,I_ ix Ta 14 iL­ J IF 29 ACCESSORY BUILDING DRAWING INDEX si- PROJECT NOTES, ELEVATIONS 22' X 20' = 440 SO FT S2- PLANS, $HEARWALL SCHEDULE S3 - SECTIONS, DETAILS OCIR �o m �—�=° �-4� EftHGNSEwR<P I — -o` t_ I _ _ — —— _ _ - FlwsneocRADE I zzn I WALL A ELEVATION r1a,2 v .3lu_. _ � ��_bVERHOUs_wRAP el L _ _ _ _ _ _ _ _ _ _ J I 11 1 WALL C ELEVATION DNERHGDBEwRAP 11-1 ISO. — MHO FINIBHEDGRADE _ m _ _ — 0.0 _ _ _ _ _ WALL B ELEVATION BDIDE FINIS REDCRADNAILSIDFs� _ — — —— _ _ — — mb WALL D ELEVATION PROJECT NOTES ' e+T ARP aEGCODES SIG I Uo GROUP PE RISn CATEGORYIONSTRUCON It v-e vM . 2 DESIGN BCHEDIILE TOTAL .. G!2'b III. a' C R-1=111ll RGOF DEAD LOAD: fD PSF cw,rwealcx i_si�coxal N MPH ED MPH GIIS Cb;'B2 I DESIGN CATEGORY. B'IT;�ix'e,''} Evox� IS�EISBMIMMORIAR. FACTOR. I. I. BBI Sus�usA D it SE D-RESISTINGSYSTEM. BEARING WALL SITE CRBIGDGEDURE SIMPLIFIEDDESIGN xaleB RFR I'l'G o tAIIRATED SNRI IIII.N1, GNALABPHALTB INGLEE, NO, I IMF TL DIID EDGE FLASn,NG REOURED ALL SIDES TTYPE'U MR—DTRFaft R BB FRAMING MD MATE— - F TAT TRUSSEAr CFTHE coon PRACTICE UPOSAFETHINTERINATION—LSHI 01 METAL TRUSS CONNECTIONPLAT TEiml)INE I CA 4101 IS THE INSIDDHON CAGENCY r RESPOSIBLE FOR 11— INSPECTIONS N Iy K TRUSS MAN UFA TUBER TUFF SHED. INN WI W&o B DAALLLERAMING MEIUUNO L SE IF STUD GRADE OR BETTER m °� Eo�P,esoH.c D GASTON E%�i ISF RWALL SHEATNIVG TO FRAMING PER NAewcsCHEDULE. �a P ovmE soup eLocl.INcaruL "'So III= cc.RRING RI oz IN snEaR waiiMnmRIALAND oo ,l ��"=w�<ood F NAILINGSHALL BE AS SPECIFIED IN SHEAR #z°i LVL�snAU BE Lvt 2 BE-zB.'DRFTHE oC.�. .11 sINIAL=11,i1111ADF,=I PSI, E=.1Ps � � IN. SPER EDSOlL TYPE SHALL BE CLAY. SANDY CLAY, SILTY CLAY OR r R. LArEYSIL (- o PR F� W w w ,4 w PRESSURE Z USED , aaP FRm 12-DEEowraALEs YE11 R h1 DESIGN a o� 4 6 c K B ALL SNALL ME FOUNDED ON UNDISTURBEDNATURAL SALE 6 F OW D w ENT OF THE ,SLAVERY OF EIPAG EE SOUS OR RlAlOCHI— CONDITIONCTIE SERVICE OF BOILS EN IN ER MAY BE REODIREo 2 DID, m W N vEMRAPPLIATIONS.WHERENOPERMITisis UED,SHALLExPIREPER Q3Q`�aoF�a Q =�Zy=y rIONS ET S, LOCAL CODES SECTION IMS s. e. 100 CARD oUIRED TO BE AVARABLE FOR SIGNATURE AT —DOE N LL3 T. T it L CONFORM TO OSHA STANDARDS INSTALTALOON AS Oe�-00C101- Eft HALLPR�TOGRgsLADJACENT PROPERTY STRUCTURES UTILITIES A "V B BuFER DER 9 GSBLEFOD AFETYGF BUILDING DURING coNSRucnoNP PROIDEALLSHoawGODGRAL—ASREOUIREDAND !.• W'2 - "-------------'-,,, ,,,,,,,---- _ a C. ALLRGOVERNINCREGUuiloNs wOOD'ONBTRUCiroN CONNECTORS REFERENCED IN THIS U-1- UIVALEDT INsiAUED PER sMP3=„za .'+ Or"e �JGO o ovc slxKea SPEND CAT" oa No MEETTHE NA LNG aeoHIREMENTSG: � OURALEVALUATION W== r REPORT IDEGGRCATION �� -" co_CnON PLATES erEACLE MerAL FLAres PER .'' CCESaEPOR GESRLP CORPORATON PER SIDING Y,30i �,J��'�~ ANDIE PNE"RFSRE EC G TS PERREPORT SSG-',��AYAS HADER PTAND LAP SIDING BY IMES HARDEBULDING PRODUCTS PERNO SR REPORT GES-90 �ICRI—IBYWEYERHAEDSERPER Drawn By: AX F A`STIALLSHINGLEasa-'YcnP PER ccES REPORTnESR-113 oBtB. 8-2e-24 BYGAFPER IS ec HELIBUSTERSE— Checked By IMG/KM --- ,-- -- H WNS BY sN STG-r IRE RONIE PER iMP56 Data' 1RHI24 W- REPORES UESR:O — ANCHOR OOLTI BY H. NsrRONc_nE PER -RB Ed, NC_ES REPORT AESRist, Revised: PROJECT NOTES ELEVATIONS , SCSIR: 1W = V4)' sheet. s1 Sheet i Of 3 NAILING SCHEDULE SHEAR WALL SCHEDULE CHORD SPLICE NAILING: (8) 16d NAILS EACH SIDE OF SPLICE, 2X4 FRAMING. SHEATHE EXTERIOR WITH 3/8" TRUSS BLOCKING: (4)16d (TOENAILED) SMARTSIDE, FRAMING NAILING: �22'-0"LONGTOTAL O'USEOFORSHEAR NAILING: STUD TO TOP PLATE. (2)16d END NAIL OC EDGE: 8tl COMMON @ 6""0 STUD TO SILL PLATE, (2)16d END NAIL OR (4) 8d TOENAIL DOUBLE HEADER 16d@ 1W OC ALONG EACH EDGE FIELD. Btl COMMON@12"OC HEADER TO KING STUD (4) Be TOENAIL OR (4) IW END NAIL NO HOLD-DOWNS REQUIRED, DOUBLE TOP PLATES, led @ 1W FACE NAIL 3-WALL DIAPHRAGM DESIGN WALLA' IB NOT A UNLESS SPECIFIED HEREIN, ALL NAILING SHALL BE PER 2021 END SHEAR WALL SHEAR IS TRANSFERRED TO WALL'C'. TABLE 2304.10.2. UPLIFT TRANSFER: PROVIDE SIMPSON HXKA AT EACH END OF TRUSSES. PROVIDE 2X4 SOLID BLOCKING ON ALL UNSUPPORTED EDGES OF PLYWOOD ON SHEAR WALLS. 2X4 FRAMING SHEATHE EXTERIOR WITH 3/8" UNBLOCKED ROOF DIAPHRAGM SMARTSIDE. 22'-0" LONG TOTAL 22' USED FOR SHEAR. ROOF SHEATHING NAILING: ll a NAILING' EDGE, 8d COMMON @ 6" OC BQRDER: Bd COMMON @ 6" OC EDGE: Btl COMMON @ 6" OC 1- FIELD' 8d COMMON @ 12" OC FIELD: 8d COMMON @ 12" OC 45 167 NO HOLD-DOWNS REQUIRED END WALL SHEAR TRANSFER: SHEATHING AT ENO WALL LAPS TOP PLATEOFWALLBELOW. PROVIDE EDGE NAILING REFERENCE END WALL ASSEMSLY(S3, OR BALLOON FRAME END WALLS. �Ae ono SHEAR WALL SCHEDULE 2X4 FRAMING. SHEATHE EXTERIOR WITH 3/8" SMARTSIDE 2V-0' LONG TOTAL. (3.5'+13.5'} = IT'AND 2Wh=0,86 USED FOR SHEAR, NAILING' EDGE 80 COMMON @ 6" OC FIELD: Be COMMON @ 12" OC NO HOLD-DOWNS REQUIRED. TOENAIL BLOCKING TO TOP PLATE13)8,YBLOCK 2X4 FRAMING. SHEATHE EXTERIOR WITH 3/8" SMARTSIDE, ® 89 148 2V-0" LONG TOTAL. 2V USED FOR SHEAR, NAILING: EDGE: 8d COMMON @ 6" OC FIELD: 8d COMMON @ 12" OC NO HOLD-DOWNS REQUIRED. c�tc u� t0A16, tl I 52 128 150 45 148 TOENAIL BLOCKING TO TOP PLATE: (3) 8d/BLOCK 150 WHEN PERFORATED SHEAR WALL DESIGN IS DESIGNATED, AREAS ABOVE AND BELOW OPENINGS ARE USED IN SHEAR CALCULATIONS. REFER TO ANSVAWC SDPWS. na � fie, a � Pu>wrvs°uN"o`i�l� ea IZ_ voAc r------------- 6 m - �-LA _T_ i A L_----____---'1 FOUNDATION PLAN FLOOR PLAN watt FaM�Wc s'roos Mta'oo ROOF FRAMING PLAN FASTENER EQUIVALENCY k SIMPSON USP HLSA RTTA j SSTBi6 SSTS36 STB16-ST836 HDU2-HDU5 PHD2A-PH05A HULA PH08 LUS24-LUS210 JUS24JUS210 L530/L$50 MP3/0PS 1 LSTA9-LSTA24 LSTA9-LSTA24 I A24 TDL5 I Hi RT15 H3 RT3A H6 I LFTA6 I H8 1 LTW12 HID RT16A PA511PA68 TA51/TA71 ABA44/ABA66 PA44E/PA66E BC4IeC6 C44(C66 A311 TDL10 HST2 KHST2 SDSi/4X3 SCREW WS3 1 A34 MP34 A35 MPAi I .18/CS22 RE200/RS300 I HTT4/HTT5 HTTi6/HTT22 I CMST016 CMSTCI6 xxxe<xx�, �,sxyaxxxxxxr _ -'aP2 4t, -0- 0 p=0 [OU O(JF x2U. Mon" n� y�aO3 zm-4 UUU6nNm�S Ca O � Q m O�W6a qj0 aah DN z0 zw o w�qmwyZ Q3 �dGFw— oQNUZY=W . a 15 — In m'moI'- Q w 6 �ws£a !^ z WA r H�Fe �gg Drawn By AX ;Date: .26-24 Checked By, IMGIKM Date. 10-9-24 Revised: Reylsed Title: P ANS SHEARWALLSCHED NAILING SCHEDULE Scale: 114" = V-0" Sheep S 2 .Sheet2 of 3of 3 �aApELEOGEGao —10FTEN BYKING T. aap,N� Q5 ROOFING SHEATHING NAILING DTL PTCaRPPPZE�81—i FOROPENINGSUP FOR OPENINGS V-W TO6.111f2"UNLESS AND WIDER UNLESS OTHERWISE NOTED OTHERWISE NOTED p-(almioErvAiLOR(dt IEa L ea ET,s'srnccEaEp.ncEun-a OEaE o E R DETAIL eo Ngoi NY G � SIXIp aLOCKIM1G SEYwEEu rRGssEs I-E 1ANE.1 caso.IIInEprsTs IR H2.5A RANCH TRUSS ATTACHMENT © DETAIL WITH BOTTOM CHORD SHEAR TRANSFER DETAIL Q BUILDING SECTION 1.11.G3-N E;- a ., - EAII I.I E E — aG r-L EIILE 1—TIN EN O N a'LATGERAL BRACING/PURLIDETAIL *UnaEaTEPGARAGEsaaCE 1� Da YLap sruL .ILL _ wcaE*E �,opa I. �� vEa rvores aELow a rv�a. inicKENEpsLAe MIN MONOLITHIC FOUNDATION QgAlk O FOUNDATION DETAIL m � �o m o OMEN- 0 y o m QWw ZZ2 Ow<lde fflzo K iw y0 1a�3ypgwz �Ka — z22m� rA CN W L?uy.Q��iu. r GrommOW to Drawn By. AX =! Date: 8.26.24 Checked By. IMG.M Date: 10-9 24 Revised. �}� R.A. SECTIONS DETAILS Scale' NONE Sheet. S3 - Sheet3 of 3