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HomeMy WebLinkAboutEngineering STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to making Florida a bettPrT/acp rr3 ca/! hczme" )EB BUSH STEVEN AL SEIBERT Govemor Secretary L February 27, 2002 Certification Number: TSI-251 Manufacturer: Ted's Sheds, Inc. Address: P. O. Box 50929" . Fort Myers,FL 33994-0929 Expiration: 2004 Certified for Manufacturing: Commercial and residential lawn storage buildings This will confirm that Ted's Sheds,Inc. is certified to manufacture modular buildings ("Manufactured Buildings" as defined by Rule 9B-1, FAC)in a manufacturing facility for location or sale in the State of Florida. The condition of the certification is limited to authorization specified in Section 553,Part IV,Florida Statutes. If you have questions regarding licensing requirements for site related permits for installation of manufactured buildings, please contact the local building department and/or Department of Business and Professional Regulations, 1940 North Monroe Street,Tallahassee, Florida 32399-0771 Sincerely, wrence .Jo -;& Building Official Building Codes and Standards LHJ/akd cc: MCE 2555 SHUMARD OAK BOULEVARD a TALLAHASSEE, FLORIDA 32399.2100 Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom 291.0781 Internet address: http://www.dca.state.(1.us CXiTICAL STATE CONCERN FIELD OFFICE coMMUN1Tv PLANNING EMERGENCY MANAGEMtNT HOUSING i COMMUNITY OEVELOMNENT 2746 Ovtmeas HIShwaY,Suite 212 2sss Shwmd Oak 8oulavrd 2 s s s Shumrd Oak Souiwrd 2559 9umrd Oak 6oukward M o'gh*n,FL 33050-2227 TaIWwsw FL 3231&2100 Tj1W%a W EL 3231!2100 TaOahmms%FL 72]5!-2100 13-51 289.2402 (45014602356 (850)41344 (650)46&7156 H.R.I-t INSPECTORS -Plans Examiner- W, DAVID ARNOLD W David Arnold AiZ0013555/PX400U351 a r c h i t e c t Eustis, Florida 32726 FBC 2007 CODE UPDATE HRH Inspectors Attn: Bob Harvey Re: Ted's Sheds, Inc. Plan #'s 20100-R1 06-41 18505-R3 05-68 (2006) 18503-R3 05-67 (2006) 18502-R3 05-66 18392-R4 05-61 (2006) As Plans Examiner for HRH Inspectors I have reviewed the plan listed and on file for this Manufacturer and found them to be in compliance with the Florida Building Code 2004 with the 2005, 2006 & 2007 Supplements. 9B-7: Compliant AGENCY APPROVAL These prints comply with the Florida Marnt- factured Building Act of 1979 Constnwt w Codes and adhere to the following criteria: Plan# O�4S-L��o6-G��S-L{�aS-(. Const.Type Occupancy S Allowable No, l of Floors Find Velocity ; ire Ratting of D r:xt Walls Floor Load Approval Date k�_4� ti Inspectorir-s (352) 357-5807 / (352) 357-8416 fax/wa2 .ealthlink.net/AR13558 H.R.H. INSPECTORS 715 441 x AVE. E. ELLENTON,FL. 34222-2434 PwN& 941-729-9789 FAX 941-722-7856 CELL 941-704-3936 L MAIL InsuectOI8Ca?e5q met TEDS SI3EMING PLAN #S 05-61/66/67/68/06-41. PLAN TRACKING# S 18392-R4/18502-83/18503-R3/18505-R3/ 20100-R1 These plans comply with rule 9B-72 (product approval) / Raised seal set Of plans are on file in Third Party Agency office. ( As directed by DCA) Harold R. Harvey Mur-1300 SMI-18 H.R.H. Inspectors 'i ROE Too 's SHOD 'S INC. i' 1111 Q � H.RH INSPECTORS -Plans Examiner- "1350 LAREDO AVENUE 13 W.David AmoldFT. MYERS PIaR OS IG/ D"2 r nlo�bs , FLORIDA 33"105 MASTER PLANS OF GENERAL NOt�S STANDARD TYPE 5HED5 Df:BIfrN CRItEI�IA (FBG GOD0 Qz, I. THIS STRUCTURE WAS DE5FD 16NIN ACCORDANCE WITH TIE 2004 EDITION I. WIND VELOCITY 150 M.P,H. 0• OF THE FLORIDA BUILDING CODE(F.54).J.WIND LOADING DESIGNED IN ELECTRICAL NOtEB 2' 110 u4�RTANCE FACTOR ITH AS ACCORDANCE WCE-7-02. 9. BUILDING CATEWRY 2. ALL MATERIALS AND LABOR SHALL BE IN ACd.ORDANGE WITH THE ABOVE I.WHEN AIR CONDITIONIN5 5 INSTALLED IN THIS EVILDIN6,IT SHALL BE TIDE 4. WIND EXP05URE I`G CODE AND ALL OTHER APPLICABLE LOCA.CODES AT THE TIME OF RE5PON51BILITY OF THE WAG CONTRACTOR AND ELECTRICAL 5. INT.PRES9jRE COEFFICIENT ♦ 0.19 MAMUFAGTURE CgNTRA'TOR TO VERIFY WIRE AND BREAKER 5LZE5 FOR ACTUAL HVAC 6. urLowPr CLAa&MGATION I _ 3. WRITTEN DIMENSIONS SMALL TAKE PRECEDENCE ODER 56ALED DIMENSIONS. UNIT(5)INSTALLED ALL WIRIN6 TO BE IN ACCORDANCE WITH THE NATIONAL c PONENT5 AND CLADDING 4. EXTERIOR DIMENSIONS CAN VARY EFTWEEN LIMITS SHOYN AT 2'0,C.BUT ELECTRIC GODS LATEST EDITION -HALL LOAD(ZONE 04) -407 F'SF MEMBER SPACING SMALL NOT EXCEED LIMITS AS INDICATED. 2.FLEXIBLE CO VIAT FOR L16 iT FIXTURES. -AALL LOAD(ZONE 05) -O Pry JOIP5F 5. LUMBEt Lem FOR CONSTRUCTION OF THIS WLDIN6 SMALL BE AS 3.EACH GROAT 15 TO HAVE CONTINIOUS 50LID COPPER IH9AATEI 6ROUND QN OM`• WIRE CONNECTED TO EWR ENT&ROUND BAR IN THE MAN DISTRIBUTION - ROOF LOAD(ZONE-ROOF LOAD(ZONE NI) -3,4,*)) -5Z Pte. FLOOR STS 2114 SYPM0 .N3 12%TO 15% 151URE CONTENT PANEL 2X4 5.YP.02 IZ%TO 15%MO -ROOF LOAD(ZONE N3) -87 P5F ' LSTURE CONTENT4.BWPMENT 6RCUND BAR IN MAIN D15TRIBUTION PANEL 15 TO BE 6ROLANDFD 2X4 5.YP.N3 12%TO 15%MOISTURE CONTENT TO MINIMUM W-V COPPER GAD EARTH DRIVEN ROD WITH 6ROVNDIN6 II 2X6 5.YPJ2115%2%TO 15%M015TLRE CONTENT CLAMP APPROVED FOR DIRECT BURIAL. 6. FLOOR DE516N LIVE LOAD STV05 2x4 SPF.02 N2%TO M05TURE PPF CONTENT 5.ALL CONDUIT TERMINATIONS OF V OR LARGER ARE TO HAVE PLASTIC FLAOR DESIGN DEAD LOAp pP a ROOF RATERS 2x4 SPF.02 12%TO M MOISTURE CONTENT INSULATED BI15HN6S. M. ROOF DF516N LIVE LOAD 2X6 SPPA 12% RE TO 15%MOISTUCONTENT 6.ALL ELECTRICAL WORK 15 TO BE N ACCORDANCE HTH THE NATIONAL PpF 6. ALL THE FOLLOWING LWEII3t SHALL BE PRE55.11RE TREATED SKIDS,FLOOR ELECTRICAL GORE(NEG),LIFE SAFETY CODE(NFPA 101),LATEST EDITIONS, ROOF VM6N DEAD LOAD 9 PPF JOIST AND W T 1 6 PLY WOOD FLOOR DECKING. 1.HVAC E0111",ENT SHALL BE PROVIDED WITH READILY ACCESSIBLE 10. WALL DE516N DEAD LOAD 5 T RAFTERS DES*NED TO 51A'PORT D1110 PSFJ♦LU2O PSF)S 30 P5F DISCONNECTS AWAGENT TO THE E[AIIPMEiT SERVED.A LIMIT SWITCH WITH II, CONSTRUCTION TYPE B � << TOTAL LOAD. A MARKED'OFF'POSITION ONAT IS PART OF ONE HVAC 2E OTHER SMALL 12. EIUIL VINE OCCUPANCY-LYN N 9 p 6. NAILS FOR ROOF SMALL BE bN.VNtlZ®RING SHANK BE PERMITTED AS THE DISC,OMECTN6 MEANS ONLY hHB4E OTHER 4S] b. Pori LJE IJW RL A SLOENr A OF 20 To I2 UP 70 40 TO 11 NTH HAVE A D15GOWFGnHS MEANS ARE AL50 PROVIDED BY A READILY AC,GE551BLF IS, TIE CONTRACTOR MUST COMPLY PITH TIE TEST lld1B1F LNDERLATMMBIi APPLICATION IN ACCORDANCE PITH SECTION CIRw1T LWEAKE HJfTiON4 OF THE ISYI.OYNIIC.caDEs. 501.2D OF EBC,2004 O.PRIOR TO BERbIZIN6 THE Fl r-rTRIC•M-SYSTEM THE INTERRUPTINb RATING o SHEET /� OF THE MAN BREAKER HIST BE DE516 W AND VERIFIED AS BEING IN -FL.ORJOA EVI-DIN6 CODE N 4 �I LIST TABLE COMPLIANCE WITH SEC.110-4 OF THEMr,eY A LOCAL ELEGTRIC•AL -FLORIDA MEGMiANICAL GODS COMAIN ELNT. -FLORIDA PLUMBIN6 CODE SHEET NUMBER 5HEET TITLE a THE MAH IN6 ALLCIS.PAS,Fr,OVER PertR HooKUP To BUILDING NNCA UD1N6 ALL DISCONNECTS,OVER GlA7RENT OEVIGES,PANELS, -FLORIDA ACCESSIBILITY CODE C-1 COVER SHEET 6ROUHMN6,ETcJ 5 OF516NED BY OTHERS,SITE INSTALLED,SUBJECT TO -FLORIDA EXISTING BUILDIN6 CODE LOCAL MSDICnON APPROJAL. -FLORIDA FUEL AND 6A5 CODE A-I FLOOR AND FRAMING PLAN 10.ALL ARES TO SWITCHES AND OUTLETS TO 13E 0I2 THIN SOLID GREEN E/E a -FLORIDA FIRE PRNTION CODE REJ BY:11A]1E A-2 DETAILS AND CHARTS SITE IN6tALLED ITEMS -NATIONAL ELECTRIC CODE A-3 SECTIONS AND CHARTS A-4 DETALS NOTE THAT THIS UST DOE5 NOT NECE55ARILY LIMIT THE ITEMS OF YORK AND p TE, O5 A-5 ET•N K&L DETAL5 MATERIALS THAT MAY BE R15211RED FOR A COMPLETE INSTALLATION.ALL SITE pRWN BY, MBR RELATED ITEMS ARE SUB.FCT TO LOCAL JMSDIGTION APPRCVAL. OK BY F5G - A-6 ENOK&L PETAILSSCALE. NO SCALE I.THE COMPLETE FOUNDATION SLPPORT AMC)TIE-DOM SYSTEM. A-7 HEADER DETAL5 2 RAMPS,STAIRS,AND GENERA.ACCESS TO THE E UILDIN6. WO.NO, 273-068 3.ELECTRICAL SERVILE HOOKUP 6NCLUDIN6 FEEVER_-�TO THE BUILDING. E� A-6 DETALS THESE PLAN5 NYRE DES16NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING GORE FOR A THREE SECOND 6UST OF 150 I Ib"TO 24" RIM J015T 512E AND GRADE WED MAXIMUM LENGTHS Ir SAME AS FLOOR JOIST USED ENDWALL OPENIN65If (2)2x4 OR 2J 2xb SEE CHART x SHED WIDTH NO OPENINGS 2' 3' 4' 5' b' 8' P.T.5.Y.P.#2 SKIDS SHEET A-2 It 4'-O" IB' NA NA I NA NA NA NA 5'-0" 24' NA NA I NA NA NA NA b'-O' 28' 20' 14' 1 10' NA NA NA T'-O" 34' 24' 20 14' NA NA NA ;wN 2x4 OIC 2x6 < N B'-0" 38' 30' 24' 20' 14' 10' NA ^� JOIS P.T.AT— , T Q 10'-O" 46' 3B' 34' 30' 24' 20' 10' o Ib"OR 24`O.G. ' 11'-0" 50' 'W 40' 34' 50' 24' 14' (TYPIC < r II'-B" 50' 4b' 42' 30' 32' 28' 18' 4 13'-0" 50' 50' 48' 44' 3B' 34' 24' 13'-8' 50' 50' S0' 4b' 42' 38' 28' NOTE NA"THAT 51ZE OPEMN&WILL NOT BE ALLOWED ON THE ENOWALLS OF A SHED WITH MAT KUM. Q SEE CHART MI ol ELECTRICALSHEET A-2 if (2)2x4 OR 2xb d 4 qp DUPLEX RECEPTACLE 120V Im ALLELNOTE: CA % n z r All ELECTRICAL EQUIPML3dT SHOWN 15 HEFT TO MAX. P.T.S.Y.P. SKIDS INGANDESGENT LIGHT OPTIONAL AND LOCATIONS MAY VARY. NOTES,JJNCSEE CHART THIS SHEET FOR MAX.LE6TH5 ALLOWED ti WITH' ION 1 BULB I. ANY 9UILDIN6 OVER 100 50.FT.WILL BE 2xb FLOOR JOIST. C © 5NIT 4 BOx FLOOR FRAMING PLAN °"""�`' - .;wM 'eA rrw SWITCH �Mtro rr a Ib"TO 24' 2x4 5.Y.P.M2 Ib" TOP PLATE 2x4 VE `�l OPE WALL S 3',4',5',b'SWI DOSE 2x4 OR 2xb 5.YP.•2 3/4"Tt6 PLYWOOD/ OPENING.SEE 51 AT ENDWAL.L5 RAFTERS SEE GHAR7 J DOOR HEADER AILS e� w3 ON SHEET A-2 aQ FLOOR DECKING SEE VARIOUS E WALL m SECTIONS WITH 11 RID6E O SEE VARIOUS END AND 6ARA6E ~ WALL SECTIONS T VERTICAL WAIL TUD 4 Q VERTICAL WALL STUD LOCATION v d LOCATION RLQ BY I DATE 3',4',5',b'SWIN61ro IPE i 2x4 P.T. OPENING.SEE SIDE Ll I I SOLE PLATE DOOR HEADER DETAIL I 6'-0'TO 50'-0" L V-O'TO 50'-0" mm 7 SEE CHART THIS SHEET FOR MAX,LE6TH5 ALLOWED SEP CHART THI5 SHEET FOR MAX.LE6TH5 ALLOWED C4K ETT. F56 OPTIONAL ELECTRIC TO EACH 1 _E ROOF FRAMING PLAN UNIT FIELD CONNECTED FROM X11 FLOOR PLAN A 2�� 3 EXI5TIN6 POWER SOURCE TO UNIT 1 �N.TS.� SHEET THESE FLANS WERE DE516NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE 5ECOND GUST OF 150 MP.H. i I I { I i jog _ a r " NOTE,USED ON EVERY WALL T STUD TO CONNECT WALL TO —1 ROOF AND WALL TO FLOOR VARIES; i I'MIN. I .4 20 6UA6E GALV.STEEL 5 TYPICAL BEND .4 — • 0.019" S6UN%6JL5 EACH END END TRAP,SEE EACH OPEN NOF 2'MIN,• 7 Ism I ° APPROPRIATE DETAIL FOR < �' QUANTITY OF NAILS. AT 16" H3 MOt.USE 0 18 6UAGE bAWANIZED STEEL � DOOR HEADER AT 24'O,G.USE(2)H25A 9/4'T16 PLYWOOD WITH(12)-IOd COMMON NAILS CONTINUOUS OVER ! 7�\ NW50N HI,RRIGAM SHEATON6 ON JOISTS AND STUD WALLS j AWWR OR�� 2 SPANS MIN. �J 51MPON LT512 ROOF AND 510IN6 y CORNER TWI5T STRAP ALUMINUM PANE. DEtN41l. � UEtAI ;; �� p R A WIDTH FASTEN CLIP PER 11 2x4 OR 216 P.T. us MMaFAGTLWR5 5.YA FLOOR JOIST 40 P5,F,LIVE LOAD � \ 5PEGIPIGADOP6 m AIM JOISTS &RAM A 5 SKID TO FLOOR JOIST 4'-0" Q /. M f 2x4 AT 16'OR 24"O.G. 5YP N13 8.5' 31' QJ 0710 ROOF RAFTER CHART 51-0" 2x4 AT 16'OR 24"O.G. 5YP 03 14.5" 31'11 SG .3"=1'-0 „ 6'-0" 2x4 AT 16'OR 24"O.G. 5YP#3 6.5' 55 1 24" O.G. I6 O.G. T-0" 2x4 AT Ib'OR 24"O.G. 5YP M3 145' 55 I. WIDT}1 RAFTER 51ZE WIDT}1 RAFTER 512E 6'-01 2x6 AT I6"OR 24'O,G. 5YP M3 205' 55 p 10'-0° 2xb AT 24' 5YP#2 21.5" '1-1 I <tS AT LO JOIST AM OR 4'-O' 2x4 S.Y.P.#2 4'-0' 2x4 S.Y.P.02 10'-0' 2xb AT Ib' 5YP NUJ 215" l'1 � < AT 24'of,.ME(2J H25A 9/4'186 PLYWOOD 5'-0" 2x4 S.Y.P.Y2 5'-0" 2x4 S.Y.P.„2 11"0" 2x6 AT 16'OR 24"0.G. 5YP N2 2"1.5 '1'1 51MP5011 RwwGn1E SHFATHIN15 II'-H" 2x6 AT 16, 5YP M2 315' ll 1C a ANCHOR OR�uAL b'-0" 2x4 5.Y.P.02 6'-0' 2x4 5.Y.P.#2 l'-O" 2x4 5,Y.P.42 T'-0' 2x4 S.Y.P.M2 6'-0" 2x4 5.YP.02 6'-0' 2x4 5.Y,P.$2 A B G B � 10'-0" 2x4 S.Y.P,02 101-01 2x4 S.Y.P.02 KID7}{ II'-0" 2xb S.Y.P.02 II'-0" 2x6 S.Y.P.#:2 REV eY DATE 40 PSP.LIVE LOAD•' FASTEN CLIP FER 2x4 OR 2x6 P.T. 11'-81 2xb S.Y.P.02 111-611 2x6 S.Y.P.M2 MANFACTIRER'S S.YP.FIDOR J015T WIDTH JOISTS N5RAD8, A B i.G 5PECAFICATION` 13'-O' 2x6 S.Y.P,-12 13'-0" 2x6 S.Y.P,%2 13-0' 2xb AT 16°OR 24"O.C. 5YP M2 IHS•23 I l2' 13'-H' 2x6 S.Y.P.#2 131-8' 2x6 S.Y.P.#2 13'-8" 2x6 NT 16'OR 24"O.G. 5YP M2 185°23. BO' DATE, O 15NSKID TO FLOOR JOIST 5KI12 LAYOUT ORN BY. HBR CtION CHN4RT CHART ' SG E.3 =I'-V" I IND.NO. 713-OM SHEET A-2 THESE FLANS VIRE DE516NM IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND 6UST OF 150 M,P,H. I I w� �WAR of N�ry +left " fir DEFLECTION OF LAO AS PER SECTION 1604 TABLE 1604.3 MAX WALL 6TUD LEIWTHB 50 NOTE a OF THE 2004 FLORIDA EUILDIN6 CODE c4r*L Too V- Q sl 571)0 6RADE MAX LENGTH STUD Q NG AND 5PAGING WIND SPEED IN IHE5 LENGTH EXAMPLE g ry 2x4 5.Y.P.02 pwvw�Y ro of TOP PLATE Eq. 5.Y.P.M2 AT 24"O.G. 150 M.P.H. 119' 9'-II" 9'-II"STUD I-I/2"TOP PLATE 1-1/2"BOTTOM PLATE 0 < NMrLOW 0 5.Y.P.#2 AT 16"O.G. 150 M.P.H. 136' II'4" 10'-2"WALL HEIGHT LL MMINMIO�y / z tLy NOTE: TOP PLATE t BOTTOM PLATE MAY BE ADDED TO STUD LENGTH FOR TOTAL WALL HE16HT L= I"WIDE 20 6A.(HIS)STRAP MAX WALL 5TUD L.ENTHS — HITH 0.131'x 2-I/2'6UNNAILs CHART SEE CHART FOR QUANTITY L -N.T.5 l I"WIDE 20 6A.MINT STRAP WF ITH 0.131•x 2-V2'6UNNAIL5 UPLIFT 6TRAP NAILINGr BCHEDULt N EE GHART FOR QUANTITY x4 5.Y.P.02 VERT.WALL yy5. "To N TUD Ib'OL.OR 24'O.G. Kwom OP RML.s eArN vo Or 5TRAF Wel'o x 70.5' BOTH SiL�frTl�l FOR HE16NT'H' 'x 0.131 NAIL FROM PLATE TO WALL 5TUD SPAGEINC SEE GRART 9ELOW 2x4 OR 2X6 015T BELOW AT Ib"OL. SHED WIDTH 7x4 SY.P,E S.YP.Y7 RAFTER N p G0I1Nt PE 7x4 5,YP.02 kl �7ti /4"T46 PLYWOOD 24"O.G. 16"O.G. I I TOP PLATE dMf tt HEATHIN6 Cd LAR TE SLHEa1LE S p$ .}'p 5 4 I I raa ALL L*VS <� 5'-0' 6 4 I I eLv6 AM 'H'ON.) a u'nN. IG 6'0' B 5 I I P to nrta A�rvo' M'Nm. 2x+s.rP.n 1'O' q 6 I I oo VEZT.WALL n'nHo n a n nw SW Ib'OL. B'-O" 10 l I I stems snnueR THeH a Wa.L OR 24.O4. r` 2x6 HOT HEm COLLAR TIE 5T 10'-0" 12 B I I 2x4 PS.s.YP.aII'-0' 14 10 I I 'Ttb PLYNOW SOLE PLATE BEP AND NAIL INTO SfFATHINFi REV BY DATE II'-B' 14 10 FLOOR JOIST IF NECESSARY TO INSTALL ALL FASTENERS 19'-01 IT 11 (2)2x4 OR f�7xb 6 13'-B" 17 II P.T.S.Y.P.02 5Kf05 M2 �ATEOS WALL STUD TO RAFTER _ AND FLOOR FASTENING CROSS CT I ON SGMF� SCALE Ct I ON 1 5GALS I/4' --I—T O r— WA.No, 2-ELOW 3 SCALE.9'• 1-0" — SHEET THE5E FLAN5 WERE DE516NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND 6U5T OF 150 M.P.H.III, i I i i I pp S All Lo all _ 2x4 5 Y,#2 VERT.WALL DBL.TRU55E5 5TUD Ib'O.G.OR 24'O.G. Li AT ENDWALLS 35t 0.131 NAIL FROM PLATE TO JOISTI�2x4 S.Y.P.#2 BELOW AT Ib"O.G.TOP PLATE 3'-0'3/4'T16 PLYWOOD SHEATHING I'WIDE 20 6A.(MIW STRAP WITH 0.131'm x 2-1/2'GUNNAILS g SEE DETAIL AND CHART*3 2x4 OR 2x6 SHEET A-3 FOR QUANTITY FLOOR J015T CORNER TWI5T STRAP SEE DETAlL 05 A-2 2x4 OR 2xb 20 6A.x 1-1/4'WIDE STRAP z fP RIM J015T FASTENED WITH(5)-0.131"0 x CORNER P05T SEE 2-V2"6UNNAILS T CORNER ANCHOR DETAIL•2 A-4 DrIt A If 1 1/4'6ALV.STRAP RUN FROM /✓ SCALE 9' ANCHOR TO FLOOR JOIST AND FASTENED TO FLOOR J015TI i DBL.TRUSSES ANCHOR STRAP I AT ENDWALLS 1 SEC T"I ON SCALE 9 2x4 S.Y.P.02 d TOP PLATE I o 3-W* I' I"NUDE 20 6A.(MIW STRAP (NON�I�� WITH 0.191'0 x 2-I/2'6UNNAIL5 N SEE DETAIL AND CHART N3 SKEET A-3 FOR QUANTITY LN � CORNER POST SFJ PLYWOOD SPACER DETAIL#2 A-4 -In" (NON G0NTINU0U5) REV BY vATe I CORNER ANCHOR CORNER OF BUILDIN6 DOOR HEADER n ALTERNATE DETAIL n DETAIL S OTION i DATE. SGALE9 =1'-0' i SCALE:9 I-0' DRNBY. MBR i1 G .BY. F5L SCALES NO SCALE HA.NO, 213066 II SHEET THE5E PLANS WERE DE516NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE 5ECOND 6115T OF 150 M.P.H. I i , • 1 qq 1 � S 1".b'20 6UA6E STRAPS IYD'20 6UME STRAPS I"xe'20 6UA6E STRAPS FASTENED WITH(2)- d FA_`'TENED WITH(2)- 0.131'0 x 2-1/4'61JIN"LS FASTENED KITH(2)- 0.131.0 x 2-1/4.61RNAILS EACH END OF STRAP 0.131'4 x 2-1/4'6UNNAIL5 5W 114r.6 PLATE EACH END OF STRAP 3k5•TRU55 PLATE g ON BOON 5 E5 TYP1 q'\PLATE EACH END OF STRAP ON BOTH SIDES TVP) A•\ ON 60TH SIDES TYP1 AA�• SHEE HEADER 5ff HEADER SEE HEADER _1 DETAIL DETAIL DETAIL W PL2 F Pin OPS TOP A;E TOP ni TPLATE a I I le 6UA&E BRACE 16 611AbE BRACE I i fV b 6UA6E MUNCIE 0 1-V4NDTH- I l 6a 1-1/4'WIDTH NOTH ? I I > > QX Z. 2x4 P.T.S.YP. I 7x4 P.T.S.YP. "--- *- ' I 2x4 P.T.S.Y.P. 02 SOLE RATE SND I N #1 SOLE PLATE2. 9,A� I »2 SOLE Pl1•TE Set SC 4'•Y•S'A' SCC SEC St Q A-0 e A9 1_ i i10'-0' II'-O'TO II'-B" 13'-0"TO 13'-8" NOTE, NDTE, NOTE' 3'-0'DOOR SHOWN,IF C04ER DOOR 15 USED,THEN THE WALL. Sb'DOOR SHOVN,IF OTHER DOOR IS USED,THEN THE WAU 310•DOOR SHOYN,IF OTHER DOOR 15 USED,BEN THE WALL 5W)S SHALL NOT EVAEEV 24*Of'.ON EITHER SIDE OF THE STUDS SHALL NOT MEED 24'OL.ON EITHER 51DE OF THE 5TUDS SHALL NOT MEW 24'OG.ON EITHER 51PE OF THE DOOR THEREFORE FEMZ STWS MAY BE REQUIRED IN THE DOOR THEREFORE FEVER 5TI05 MAY BE REQUIRED IN THE DOOR THEREFORE FEVER 5TLM MAY W REWIRED IN THE 1 WALL THAN ARE 5HDN1 ON THE PLAN. WALL THAN ARE SHOWN ON THE PLAN. WALL THAN ARE SIIOYN ON THE PLAN. V 10'91ED 11 b i DOOR EMOKA A i DOOR ,TO 151-61 SHED e+Dr+Au YtlTH DOOR ,Mi uT b ,AI 4 4 „0 SCALP, dvop� ~ ��AT' y M11M• 1•x8.20 6UA6E STRAPS I'x6'20 3#Tet 10 1 IW 20 6UA6E 5TRAP5 • FASTENED WITH CA- FASTENED NTH 0)- FAS WITH ; 3'xY TRlYiS PLATE OJ31'1 x 2-1/4'6UNNAILS 3 TT�`h PLATE OJ91'4 x 2-I/4'FaNWJlS 3'x5'TFE!<}'PLATE 0.131'0 x I//4' L5••� ON BOTH SIDES TVP) EACH ETD OF STRAP ON BATH SIDES TTP) EACH END OF STRAP ON BOTH 51DE5 TYP) EACH OF51RA 4"1Y' A'\MhK A,\ l See HEADER SEE FSiAAPEt SEE HEADER OEfAII DETAIL DETAIL L] 4 2x4 S.YP.02 I I - 2x4 S.Y.P.112 1 • N 2x4 S.YP.x] TOP PU11E YTi TOP PLATE I I 3 I TOP RATE f 16 WASE BRACE �f 10 WAGE BRACE l-1 4- BRAE 1 1-1/4•NDTH Q I I d o 1-V4'NDTFi I l o o I-V4'NDTH 1 Q rllq 2x4 P.T.S.Y.P. I 2x4 P.T.S.Y.P. i Irl SOLE SKATE _ _ _ 2 e0^' _ _ ' -2 50LE BATF 20•� 22 z 2o's I r2 501E FV''TE '-0' - 20. 201t � A-0 D TE 10'- " I'-O•TO II'-B' 13'-0•TO 3'-9• DABY, GHK BY, F56 HINDI 5M VARIES FROM 21• 0 KNOOW SIZE VARIES FROM HINDOW 51g VARIES PROM 2T• SCALE, NO SCALE TO 36'VERTICAL DIMEHWONS TO 36'VERTIOAL DIMEN5iON5 N TO 36'VERTICAL pIMETLilOH5 I III TO u'-e•SH�7 enc Sr•AG1N6 Nor To P!'TO 1e"-e•SHED W.0.NO, 2-0-060 k �L NTN WNPOIN D NTH WNOOW exr�24.Oma. EN AI m 144:01,11 � lSHEET �/ SOATP, IL 4 • 4 -0 ' SLALE, 4 •1 �t 1 JS THESE FLAN5 VCRE M516NE0 IN ACCORDANCE KTH THE 2004 FLORIDA BUILDING GODS FOR A THREE 5ECOND 6U5T OF 150 M.P.H. I I I I 1 � AQENCYAPPMW 210• -0' 2'4 '-0' ]' 2'-0• 2'1• f• «yM p l Yr•+•w —1 all b RAFTS at AAF7@l ]a RAFTER 5 8 5 8 5 1'-II V4' I'-II 4' 1Y1 V4• al-V2 YV a 5trr L N x U2* L MO x ro 5i4 NMoo�r o 9 rtm R n Traoo Ih•n.»row V]•TtTY/7O� Nwrw�rp d FILLER w FM1lR FLL181 �M JUL an&YN] WD FIAT 4 PbR Lft4 (]l-]Ki St Al JMAc5T1#» 4 4 A3 A//Iog10N l �-l OSI �— 61-0'DOOR IEADEt 4'-O'DOOR fEAUM 8W'VINDOW NFADHt AND SILL z" b a` at RAPTEt aT RM7Et ]w RAFTER 5 0 5 8 5 ] I yyy[[[lll RO' 74 14 5/4' 14 A-0 ]V4' KIT -aNY ILII I/4' Q�y]i e2) "82MM 2.4 Y"oo0 ur myvi= W-all 4YA] LnA 7 H I'-O 8H' WD FLAT Film JALK4TU05 4 :n 4 4 0'-O'OiOOR NEADl7R Y-0'DOOR NFADHL 9b'DOOR IIEAD9l 2'-01 KHD*4 WADER AND SILL I -0 REV BY DATE i I ' 1 DTE � ORN BY,71BR I G16c BY.1 FSG SGAI.E� NO SCALE WO.NO. 213066 SHEET THESE FLAN5 MRE DE516NED IN ACCORDANCE WITH THE 2004 FLORIDA WILDIN6 GORE FOR A THREE 5EGOND 6UST OF 150 M.P.H,j,; I JACK SND 20 6A.x I'5TRAP Q WITH 0.131'0 x A. 2x4 5YPM2 BOTT.PLATE 3'-0'DOOR U5E(5)6UNNAIL5 .. 20 6A.STRAP TO MAP UNDER 4'-0'DOOR USE(6)6UNNAIL5 j DOOR HEADER TO OTHER SIDE PLYWOOD DECKIN6 5'-0"DOOR USE(10)6UNNAIL5 , OF GRAPPLE STUD SEE DETAIL 9 6'-0'DOOR USE(13)6UNNAIL5 U y SHEET A-3 FOR NUMBER OF 2x4 CRIPPLE SND p-O� USE �1-1)6 L5 j a Q- NNL5 EACH END OF STRAP RIM.1015T � � r n lQOt�� < BEND STRAP AND NAIL INTO I 1L. ]j FLOOR JOIST IF NECESSARY TO INSTALL ALL FASTENERS 2x FLOOR J015T BEYOND (2)-2x 5YPM2 WITH F A STRAP IS FASTENED TO EACH SND A SE PLYWOOD FILLER THE REQUIRED NUMBER OF NAILS MAY BE SEE DETNL DIVIDED BETWEEN THE TWO STRAPS :> CRIPPLE STUD STRAP JACK SND STRAP ApiNICY m , (��)DEt141L n OVA IL ,� � �. 5CALE: I' = I'-0" SCALE: I' = I'-O' I 1 plan M cqnm.roe A�N�YyNp16�i�ly10 S/ I i www /So �. Fk.Mvd Q (2)-2x 5YP»2 WITH iM. O�,,,�,�• 1/2'PLYWOOD AM LA*d FILLER SEE DETAIL ���< 20&A.x 1'STRAP ( j Y!ttVfW OVER HFA12ER WITH 0.131.4 x A" 5' 0.13 x E RR LAD PYLPAT 4'-0"DOOR HEADER USE (3)0.1610 x?''OR Iy (b)6UNN ILS N 0.162'•x moi' 5'-0'DOOR HEADER USE 6UN AILS EACH END 6UNNAILS EACH END (10)6UNNAIL5 OF HEADER OF HEADER 6'-0"DOOR HEADER USE03)6UNKAjL5 o 0'-O"DOOR HEADER USE o (2)-2x4 5YPr2 WITH •• o RFV BY DATE (IT)6UNNAIL5 ON EACH END ° OF STRAP0 F Lg2YKOO5EE pETAIL DATE. HEADER WITH STRAP HEADER WITH OUT STRAP WINDOW HEADER AND SILL DW BY, MBR Da1'14I -TAI SIL D�tA41L xNE 3 SCALE: V= 1'-0" SCALE: I"a I'-O" SCALE: I = I'-O" 1 rLo.110. 273068 EET /r1�8 THESE FLAN5 MERE DE516NED IN ACCORDANCE WITH THE 2004 FLORIDA SUILDIN6 CODE FOR A THREE SECOND 6%T OF 150 M.P.H. y Tox -n- 0, s WUTH x TOTAL 0 TOTAL a WIDTH x TOTAL a TOTAL >< WIDTH x TOTAL r TOTAL w ff!- 211 1AL ++ 70TAL aV2ro x 36'LG OP SOIL OF GONG DEPTH OP SOIL OF GONG OF SOIL OP GONG SOIL OPGDNGSTeeL RDD CPTH ANCHORS PADS ANCHORS PADS DEPTH ANCHORS PADSCHORS PADS 6 b' x 1' 1 6 20'x Y 10 t2 32'x 1' Ib 18 22 21Q 'b'x G' 1 6 20'x 6' 10 12 32'x 6' IG 18 22 216'x 0' 1 6 20'x 8' b 12 32'x 8' Ko 18 21HeWX(1 20'x b' b I2 32'x b' 6 18 22 219GA.xfroG'x 10 NTH 2'nTOH IL 8'x 4 1 x 1' 12 11 31•x 4' 18 20 21 26 8'x G' 1 6 22'x G' 12 14 34'x b' 18 20 1G'x b' 21 2G 6'x B' 1 6 22' x 8' 12 14 3Y x 8' IB 20 16'x B' 21 2G 3 �w 8'x 10' 4 6 22' x 10' t2 H $1'x 10' 15 20 16'x 10' 21 26 ? p•x 4• 6 0 2Y x 1' 12 k 3G'x 1 18 20 48 x r 21 2G ROUND ANCHORS M x G' G b 21' x b' t2 H 3G'x G' 18 20 18'x b' 24 26 SULC N.1S 21 2G �i \ p 0' n 3G ' x 6' G 8 21' x 14 'x 8' IB 20 18'x 8' .1 !ti p' x 10' 6 8 24• x b' 12 14 3b' x 10' IB 20 1B'z f0' 24 26 y� T x Y G B 2b' x 1' F? IG 38'x 1' 20 22 50'z Y 26 26 =J r 12•x 6' 6 8 24' x G' H Ib 38'x 6' 20 22 50'x G' 26 28 n'x 8' 6 8 26'x 8' t4 I(n 38'x 8' 20 22 50'x 8' 26 28 t2'x 10' 6 8 2G' x 10' Yt IG 36'x 10' 20 22 50'x 10' 26 28 k'x 4' 8 10 28'x 1' t4 IG 10'x Y 20 22 00 Y 28'x G' H IG 10'x G' 20 22 w ZUZ H'x b' 8 � 1/2ro x 91'LG 4 It x 8' 8 10 29'x 8' F4 IG t0' x 6' 20 22 STEEL ROD ff'x 10' OE 8 10 28'x 10' 11 16 10'x 10' 20 22 Ke'x Y 8 10 30'x4' Ko I8 12'xt 22 21 LL6g� U Ke' x 6' 8 10 30'x6' I6 IB 12'x6' 22 21 LLv IG' x 8' 8 10 30'x 8' iG 18 12' x 8' 22 24 IG'x 10' 8 10 30'x10' 16 18 12'x 10' 22 21 Z 18' x 4' b 12 Q eV BY DATE _187x 6' b 12 •- Ie' Io 12 ANCHOR BLOCKING aCHBDULm 1e'x a' IO 12 CORAL ROCK ANCHOR6 ATr- SA2102 SCALE, N.TS. DRN BY, JDA a BY PSG SCALec N.1.-1, WO.NO. 2't3-051 TN/M PL"wwo VakwIW IN ACCWI?N tN/ 3001 PWRIDA oulw:om COIF sHEET 71"oBRCOND�r I , t 1� _Z M y -� 51. v