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00-0054 'W E yy ' ♦ ` W 1. �� STATE OF_ F_L-ORIDA DEPARTMENT OF COMMUNITY AFFAIRS "Helping Floridians create safe, vibrant, sustainable communities" LAWTON CHILES JAMES F HURLEY Governor Secretary • June 29, 1998 Ntr. J lIr E. Caeuiin:Manager ••••• Ted's•••ds • :....: 103 11 eB0iita Beach Road • • Bonita•Springsi.FL 33923 • ;••• ;• R 1998-.99 Annual Renewal Based on the 1997-SBC's '.: Manufacturer's I.D Number: TSI-251 • KsApproval Expires December 31, 1999 e • eeeeee :Dear Mfr Caudill • .... . .. . .. .... . . . : This is ;revision of Ted's Sheds 98-99 approval letter and rescinds their June 17, 1998 • renewal letter It Is my pleasure to inform you that the Department of Community Affairs has renewed Ted's Sheds approval to manufacture lawn storage sheds for installation in Florida. These buildings must meet the windspeed of the geographic area they are installed. This renewal is granted pursuant to inspection of your submitted plans which were found by this department and your inspection/plans renew agency to be in compliance with the applicable codes On site installation requirements are specifically and entirely reserved to local government. These requirements must be reasonable and uniformly applied the same as for conventional construction. A state certified building must bear a Department of Community Affairs insignia of approval. The insignia is evidence to local government that the building is constructed to meet minimum safety standards and is safe, sanitary and structurally sound. A copy of this letter must be attached to the approved plans when making application for local building permits Sincerely, awren ordan Building Official Codes and Standards Office LHJ:sc 2555 SHUMARD OAK BOULEVARD • TALLAHASSEE, FLORIDA 32399-2100 Phone: 850.488.8466/Suncom 278.8466 FAX:,850.921 .0781/Suncom 291.0781 Internet address: http:%/wNyw.state'fl.us/comaff/dca.html ROUOA KEYS GmN SWAM/, 5WH F1,01I0A tf0M"OFFY.F Ara ol Cnbcal Soot Ca cem field 01kc Ara of Cn6a%*Caiuem rmld oira I'0.&a:= 27%Owwa Ro",SUN 112 1 SS ESA Suii W6 MW KW.166%eA U-V6 a F6,4 lvxn _ L V 1 A 1 I (t 11 __ A N_ 11_ 1 •1 G I H_11 _ 7-,—.,1 u1CL^_ rUaC• Cbr.CNl If -- -•• — '-- u/l uoNUUI NT 1011 ----- _Fl3 •NC SIDI NCL ---- —IIY . UIIl IIY Y•rll ---- 1AL1 1111'• 111 l•NUACII4CN I N GVD.UAIKIIAL1AW(JIL VIh11CAL OAi II.1 ' N/r•NII."I 1.1 wAV UINf' IIY It I Clnl, INArd/UIN(R PAD UI . 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SAE ���C�O • •• •• • '.'�W�Nk^'1 71 a�r'!r•1a _ I•-If Y, ' 1, a • � •••• � •••••• 1 e 1 (' o 000 rA cl =rat'-t�+-C u,!7p� —� � !�{r�/C, i i �2- ••• •d, • -o O r r i m III m r,l t.-1 F-I n S 7�UH� In C i _ 121 UI P1 Yt • t� ;t C fi .►� `� Yt I� F.r. iTHE U5f OF THIS PLAN —4 J•5 iFUSS R<,[ J.e iq)55 RAif •9 20 CUeG[ ]r5 iRV55 P:AI[ )a9 20 CJJ44C �F DO,n 0 5(• ) 5(, A�Nf eo,n 50L5(fTP> IRS 11-1�R IS NO LONGER VALID LLI ¢ 3 g OPi tUerJCAVC i«LAR "< T� urs AFTER,,JANE 30. DR 2Q�J AG[ Q ` �� OhAt�nS(hJ T.,T THE GERTIFICATJON BY THE 5TATE OF FLORIDA w 8 w I�sRA,f Dan f-�i !"^u W41 `eF;r dRK�� FOR THE MANUFACTURER i D EXPIRES JUNE 30.2�O ea<cc Q IS tfi c•..)L:V 20 wc 2 1 non TR co co .13 m zo zo 22— zo zo THEREFOR THE u URTIFIGATION DY THE THIRD PARTY INSPECTION C) SECTION A NOTE, AGENCY APPROVAL AL50 ab EXPIRES ON TYP FOR 4 THRU 14' WIDE BLDGS IF D O uNrEO r THAN DG o5 DOOR WDCNS 10• END WALL WRH WINDOW JUNE 30,21 H's THE DOOR 2r4$MOVE TO PERIMETER Or BLDG NTS STUD 5PACNG NOT TO CICCED 24 OC 10' END WALL WITH DOOR HIS 0 (L 3.5 TRU55 5 Cl 1x9'TO OUAfl ]x3 1RU55 PLATE t ON SOrn 50[5(l 1T> IT(M)OR ON DOTn 5005(M) � 1x9'I O 0' ]x3 iIN55 I'Ll.1C l v9'10)Ol IL TIES Orr HIJO(KAIIC It,I(TTTJ OR ON DOTn 50[5(T'r) MS(,TPJ OR w tits OPr ML9R0AK IT M.w— H-°C y(,w cvs 1a< OLrb ({1p eaAC Q A 2-T x. Il 2a4 Tn 2r4 DI(ALC COHr1UOVS MCMDfRS�' OrAOC TYP - ,11 Z F ACC ER'ACC lI j �(EO Rco zzso o N J CERT NO StdP-003 J PLAN M1MEAt 273-016R c END WALL WITH 8 GARAGE DOOR NOTE• D NOTE, 6-0 �� °<T w IF A J DOOR 15 U5CD THAN DOOR 2 x 45 p r7 TYP FOR 10 AND 12 BLDGS ARE TOWARD CENTER OF soG A5 DOOR WV NS STUD SPADING NOT 7o EXCEED 24 O G U o < Nis, THE DOOR 2x4 5 MOVE TO PERIMETER Or BLDG S' END WALL WITH WINDOW ?_°'199 STUD SPACING NOT To Excrro 24.OC �5 LISTING AGENCY Qao S END \Y,%LL WITH 4 DOOR APPROVAL w c I- xis THESE PRINTS COMPLY WITH THE N F o n FLORIDA MANUFACTURED BUILDING (J^ ACT OF 1979 CONStWJCTION CODES N I Z p ' - AND ADHERE TO THE FOLLOWING p m d m CRITERIA w .n v •••• • ••• • ••••• • •••• CONST_TYPE VI n< J x3 TN55 RA,[ )xT TO O(M� ]a9 io OLUC( p~ on eoln sots(,rr) M5(rtt)oR •]xs TF1RS nA1c• • • 1�vio w4rr• Jl3 Turns RA,c 1 ra zo watt ]x3 Truss PLATO Tcs(M)a OCCUPANCr LAWN STORAGE YO Ort n,A(WOAK •OH DOT rs,(r1T> • iC5�TTrJ p<• ON DO'In SOCS(M) tC5<TK) U+s • • • • a, MRKO f OF DOTn 0fT) • ALLOWABLE • • H*R•gf O FLOORS `— T CLPi U / 1 I'-1 ••• ••• •• WIND VELOOTY 170 mph— FIRE \'•' NA RATING OF ••t1R,C _ 1u ♦a<, EXTERIOR WALLS O Dea ¢ � Ac 'r -PLAN No. 273-C16R REV Br OAT[ _ (O4 A11BLE • • • •• I•4 e'F;�r h00R 0WAIDAD 50 ?5r rtr T-c_z APPROVK DATE G//6 �9 • • • � MANUFACTURER TED 5 SH_D .-o z z • • • • • i • • zo 2T D0 a zT 30 (1D • cc J. CO CO l}07 r0 z m O [ ho,c norf • • • •I _— 30 L�IJ IJ DATE, -13-99 DRN BT. 51 CK B7. SC NOTE. .x - <. bo SCALE• i16•;- f A 3 DOOR 15 USED THAN DOOR 2 x 4• • • ••••• • • • ••• ••• ' ARC IOWTV(D CENTER OF BLDG AS COOP WIDEIR • • NOrC+ • • • • • NOTE, MO N 73-OCI STU 5PACIN NOT-O'kC D 2< NOTE• T:IE DOOR 2a4 5 MOVE 10 PERHE-,ER OF BLDG••••• • Q Y OC • STUD SPACI`IG NOT TO CACECO 2< 0 C STUD SPACING NOT TO_°%GEED 2< O C STUD SPACING NOT TO EXCEED 24 OC • • • • • • • • ••• - rjHEET 12' E_ ND WALL WITH DOOR ••••• IX0 br D SHALL:WITH W ....• END WA j i WITH 3 DOn2 6' END WALL WITH WINDOW 7�9 is 5 2 O` 3 I 2 ,4 ea Rx 2-0 2-O Tyv TYF �E N E R A L N O T E 5 a M �+ 2 A. KRr )THra WRNS ARL H coH`IIANCE—H THE)An EDHIOH a THIS STANDARD a)2.c 3 I WALL srLD aR.Dnc coot xcnon uo5 roR w+ro vnourT no �I C�R I JCwS> n L 1(A%AR.P(broltprE lNC LO<DY n .s, - gg a p J ii 3 0 ALL 1-1 10 DC banH"N HE No 2—,A...AT ISIS HAXPIH HC_ W noon Hawes SHUL ec rRt-1 IRWID 7--­ u0005 CNDSCE vANdls RO 4 rLTWCOD noon To eC S/G LR bCLTONS rp( WALL SECTIONS RATED SI HAD-1-n0a r— n.rwo°D 1b Ltt1YCIrV win AL WALL , wT)H DOCR5 AND AT CDflb AND 12 CC IN lnE rR0 Q II ' YJISrS y' ^ >1(A l0<<DON K—RAtIL�AL WOORS rOR STUD 10CA YM Sul 50E G AND e00 NG Pubs 10 eE 30oA-1G u nrAN LLIOT 0016 V I NLRNC54 AND SNALL DC CO"E"m To M'm"uw c w Tn A WHIR 314 GALVANE=--—A—ry•40 RSL bPACNL—m( As (n _owl (G GIi OcT ATL D�LM EDGE MCR101[AND C1(D AND END Ti I ,4 PT ROOF• 5K l✓AND 0 IG no oIXiuDS ncm>•!PORT 4JU 4 SWNUL DOCK O`CiRIG SCLC Puff KIEEeS AND DOTTOH NCt 4 TO 5O-O c coot AND Roor/WALL cONCCTIONS bNAAL HAVE ON EACH SEX 20—of CALVAN2ID NOTES A TO 50-O slm tens rurcb eT rN"Nc.Noon No 143LSN-io oR srtAlR ArrROVCD COULL 1 4 WDE 51LDNC CENTER SPAN IS 3-G WHIT 6 OVERHANGS ON EACH SOC I noD AND Root tCS ARD--ANA EL-ARE HANIKi1.KD BT SOUTHEASTERN 2 6 WIDE 5ULDING CENTER SPAN 15 4-O WITH 1-o OVERHANGS ON EACH SDI OP—nCC1RC 10 CAL,LM < METAL! rNM.PKTU•RD CO_INC mom NO 5 RTPIOW—2-2/AND nc",—5 i 3 B WIDE 5ULDNG CENTER 5PAN 15 5-G'WITH 1-3'OVERHANG$ON EACH 5DE mo CORRECT re OH CmSrNG NAALR`AL 1.RNG.NC NOM NO b 811030 Arm Hues I ]O WTX B,&DM CENTER SPAN 15 G-G NRH 1-9.OVERHANGS ON CACN SIDE row"S—CE 10 LINT = I 1-4 b RRROeLARE Wb cW DC"SED N—`E or ROO,TES AT ENDWAI,ROOF COYECnOHb d)W iTPCAI i .4 vOC eAl t DARACL DOOR OPENING SQL!IN 5.6 GIG"G.5 bNT AND 9,I Z PLOOR PLAN RESIDENTIAL LAWN STORAGE BUILDING GRAU DOORS JYl W LOCATED KCHIPwALIS J�Id MR — ]O bwNfllG EI(IRY DOOR OPCifILb VKT N DOLE"OH S,G TO 4,4 DOORS n) ,.DR SCALE• 3/16-- 1-O , _ CC LOCATED N aDE AND ENDWALLS a)i,c v!D ]L 1,4 N(ACNC SHALL BC A MUIMIH Or GY ADOK ROCR ON WALLS AND♦ W K _- IIA%XI.M Of GY Oc M"EARCIR L] _- ]L wtOOwS.DOORS AND LOLR6 TO CONI NTH CNYI"JC G'TK bo1 nOeDA Z J �� DI LODE QJl aA �T T 14 ELELTIaCJt HJ OPTIONAL nrCTRCA,NMLS,AT I—KR PLAN AND P"LUEMS NEED {- Q = < IO CVAGC GAIV SSE[ 30 CVACF CKV STCEI W RAFTER M wM(J) NOTE USED M CKRT WALL STUD N�.FTER nE MTX(b) NOTE USED ON EKRT WALL SNO ALL LLLLTRC4)IIIRRIG 10 K a12 Milo LROU(D N NT LONIX/I OR n2 wml uauD RO(CL JOS-S 100 CWYCM NMS TO CONNECT WALL TO ROOF Roe COMMON NAILS TO CONNECT WALL 70 FLOOR ALL r 6 T°DC U1 USIM AND APrROKD HA%WATTAGE P"E EC1PCAL RLR(NOT TO ('1 ° ) EACH CND OF STRAP AND WALL TO!LOOP Al CND E CN END OF STRAP rVPICAL EACH SIDE WALL OICCCD 1920 WATTS(10 AM CRCLH)ALL ELLCTRKLL WEPT TO BE N KCMDANCE WITH THE J WALLS 1991 NL L W 1 oA1E_6//6 199 tear No sMa-003 LL i cv i,c xD PLAN NUMBER 277 (] I - 30 OIACE GALVUe2FD Z STEW. (4)-ee APPFIW®BY 1 µOHM MAIN ON Jds1S S D FOR LLAU N 1 •uu FOR Au noon,nn/ o o- 6 TO 50-O sl(ro LAN LEFT s NOTES m0X1 AND D LEFT ttP O M 4 %'DE 5ULDN6 CENTER SPAN 15 3-G NTH G OVERHANG5 ON EACH 50E LISTING AGENCY a O 2 G NOr BL'LDNG CENTER SPAN 15 4-O'WITH 1-0.OVERHANGS ON EACH SIDE FOR CONNECTING FLOOR JOISTS ®THE USE OF THIS PLAN APPROVAL z a a m L 3 B WILE 5ULDNG CENTER 5PAN)S 5-G WITH 1-3.OVERHANGS ON EACH 50E TO MAIN BEAM dn A 10 WDC 5ULDNG CENTER SPAN 15 G-6 WITH 1-9 OVERHANGS ON EACH$Or THESE PRINT$COMPLY N1TI TIE HURRICANE CLIPS IS NO LONGER VALID FLORIDA MANUFACTURED BURRNG : .c smc Ru AND�wERE 70D CONSTRUCTION �o o NT5 AFTER JUNE 30.2orx� �.- it 2-O € THE CERTIFICATION BY ° c» 4 OR 9 FLOOR AND ROOF TIE C1 TYPE �I °w m,n g 5t THE STATE OF FLORIDA occupANCV LAWN STORAGE r a W N75 FOR THE MANUFAGTURER ALL F,OCR 1 1 ° cvs iTr • • J(°,Z'.) • • • • I � o • • • • • • EXPIRES JUNE 30, Z400 IVN 0OF 110 M P M m • • • • •••• THEREFOR THE FYTFRDR WALLS O �,_ • • • • • • I-vI PI AH NO. 273-016� g •• • •• .... •••• 1 CERTIFICATION BY THE ,PLC,� )asls FLOOR LOAD 50 P S F THIRD PARTY INSPECTION RN BY DATE APPROVAL DATE AGENCY APPROVAL ALSO MANUFACTURER TED S SHED KP I m (1).," ••• . EXPIRES ON m 2ce 6/w/ u� • • • (:):•c o • • • g� � � � • I � •• • � � � Dp1R JUNE 30._2000 II ° •• • • - DATE• -1}95 6 TO 50-O • • • • L • • DRN BT• 5 CN By. rfc NOTES N a ay 9uLDNG CENTER SPdN IS 3-6 wrtn c OVERHANGS ON EACH sDE - SITE INSTALLED ITEMS 2 6 Aif,BLEDHG CENTER SPAN 15 4-O WITH,-O OVERHANG5 ON EACH 5or • 1 FOUNDATION AND CONNECTION OF UNIT ' 3 D *'OE 5LRDNG CENT ER SPAN 15 5- W H 1-3 V I1LI .ON•EACH 50E -- a 10,,DE BULDRIG CENTER SPAN 5 G-�6 JH i-9 VCRPdAG( ON`CACA YJC • • O•• ••• TO SI7E _ 5 .2 ACE BUILDING CENTER SPAN 15 7-O W�Ct•1, VCRHAN ON E<: SHY_ j : : :ONrNJOU'•°VCR°vu•>rRr 2 ELECTRICAL CONNECTIONS FROM 5ITE POWER SHEE7 6 r04 . WDC BUl DNGS U5C FOUR SKDS 7,A C CR SPAN Or 1-O SOURCE TO UNIT CIF ELECTRICAL IS PROVIDED —�7.--Q? • • • • • L•J�NUM PANEL ^ AN7 d NAxrl11 OVERHANG Or 2-0 ON EfbCn 5DC• • •• •• • • IN UNIT) 1 � • FLOOR FRR41"IttVG•�b.P{4N� • O•• •r�R���s PND SIDING NTS _ 3 di 120 MPH UPLIFT LOADING FOR -4 A FLOOR TO WALL 5TUD5 1Nj LOAD TO ROOF TRU55/RAFTER w Nj iv FOR O G. SPACING i 999 N \ WIDTH O SP 24' 16' J y v N GOO ft 411 Ibs 274 Ibs n 0 N \ 8 00 ft 548 Ibs 3GG Ibs VALUES Q DO NOT U 10.00 ft G55 Ibs 457 Ibs INCLUDE A G' iD ' 12 00 ft 822 Ibs 548 Ibs OVERHANG u 0 14 00 ft. 959 Ibs G40 Ibs LL ILI \ \ ^ Go r- t7 \ n '" n 120 MPH UPLIFT LOADING FOR r` 5-O' 4_p• O r` WIND FLOOR TO WALL STUDS p I 3"-O' LOAD TO ROOF TRU55/RAFTER i N iv `t O FOR O C SPACING N N O.G. N a WIDTH---SP 24' 16' N 6 00 ft 480 Ibs 320 Ibs 8 00 ft. G17 Ibs 411 Ibs VALUES W E 10'-0' WIDE 8'-0' WIDE i�1 10.00 ft 754 Ibs 503 Ibs INCLUDE o N N N \ 6 -O' WIDE 12 00 ft. 891 Ibs 594 Ibs OVERHANG Z Ul v O 14 00 ft. 1026 bs G55 Ibs cV I U N W To N 20 GA. STEEL STRAP NOTE FOR 16'O.G. SPACING WALL - _ n _ TO HQLD L=LIFT _ _ 2x4 STUDS _ FROM TABL= A50VE HEIGHT MAY BE 8'-8 . FLOOR SYSTEM c o i9 G LISTING AGENCY X \ 4 q APPROVAL W N n L 2x6 FADER GONT THESE PRINTS COMPLY W1Ti THE =x n .V d3 " FLORIDA MANUFACTURED BUILDING N O V n ACT OF 1 0 ^ AND ADHERE TO°NTHEFOUL NGDES Q O 1 CRITERIA: lU I 1 n CONST.TYPE V1 o 6-10 .5's10 •••• S�v7I ON OCCUPANCY S O 1. `r • • • • • • ••• 50ALE N T 5 ALLOWABLE m \ •N • • • UPLIFT STRAP FAST. 1 '"' f+ • • .\-+ i' • •••• OF FLOORS i(T N • • • !U • • WIND VELOCITY 120 •••• LQ • 0000 •••• © ONTE�16/99 FIRE RATING OF caTr Na sMP-oo3 120 MPH WIND ExTFRIDR WALLS 0 PL6N No.PLANNI CM 273-01SR S Y.P. #2 LLowABUE 273-Ot6R KrV BT DATE FLOOR LOAD 125 PSF N 13'-B' WIDE 000 ••• ••• ••• • APFNOr,�sY FOR SHEDS © APPROVAL DATE - 99 • • •\ • �� • MANUFACTURER TES SHED INC • • • •• • • •• • • y u �.J DATE- 1-32-9c DRN BY, MAX' BUILDING HEIGTH WITH WALL STUD LIMITATION FOR 120 MPH WIND VELOCITY AND 24' O G. SPACING GK BY- SC SOALL• 4'-1-O' ATI-JE USE OF THIS PLAN IS NQ LONGtn-OATID AFTER' 1f JT`TE'.3j7.2000 TI-I>r CERTIFICATION BY THE STATE w° " 73-016 OF FLORIDA FOR THE MANUFAt"LNER tXPI&S :UNE 3O 2000-THEREFOR THE CERTIFICATION BY THE SHEET THIRD PARTY INSPECTION AGElC.4jPi'4OVA;•AL60 EXPM`Qf? ON'•JUNE 30. 2000. Ramos—Shed mod 10'x 18' modular storage building mfgred by Ted's Sheds Check Foundations and Anchorage to resist Wind Loading The following calculations for wind loading are in accordance with the South Florida Building Code 1994 Edition Section 2309.1, including amendments incorporate Section 6 of ANSUASCE 7-93 These calculations include references to Figures and Tables in Section 6 of ANSUASCE 7-93, except as noted. This Project is located more than 1500 ft leeward of the CCCL, therefore it is not considered in the Coastal Construction Zone All buildings and structures are considered to be at the Hurricane Ocean Line All buildings and structures not in the Coastal Construction Zone are considered to be in Exposure Category C. A. Calculation of velocity pressure, q_,and_ V:=110 mph Basic wind speed, I :=1.05 Importance Factor, per Table 5,for a Category I structure. eave_ht =7 ft ridge ht:=9 ft heave ht+ ridge_ht :_ 2 h =8.00 ft Mean Roof Height, for design. Velocity Pressure Coefficients, per Table 6, for Exposure C Kh eval at h = 15 0 ft. Kz15 eval at z<= 15 ft Kh=0.80 Kz15•=0.80 Velocity Pressure Constant C, for calculating design velocity pressure: CY:=0.00256 Velocity Pressures: -%, eval at h = 15 ft g eval at z<= 15 ft . qh C -Kh-(I•V)2 gz15 =Cy•Kz15•(I V)2 qh=27.32 psf gz15=27.32 psf John H. Buscher,, P.E. RAMOS RESIDENCE Consulting Structural Engineers PREFABRICATED WOOD SHED, 10'X 14' Structural PE#41844 6626 SW 60th Street S.Miami, FL 12805 SW 68th Terr. Miami FL 33183 Date: Jan 7,2000 Tel. 305-386-7276 2 Page: 1 B. a1 Design Wind Load Factors and Coeff. for the Main Wind Force Resisting System (MWFRS): Gust Response Factors, per Table 8, for Exposure C G, eval at h = 15 ft Gz15. eval at z<= 15 ft. Gh:=1.32 Gz15•=1.32 External Pressure Coefficients Roof Pressure Coefficients C for Roof slope. 8 = 0 degrees , per Figure 2 Normal to Ridge, Normal to Ridge, Parallel to Ridge, Windward Slope Leeward Slope Either Slope h/L <= 1 0 h/L = All values h/B or h/L<= 2 5 Cpwr:=-0.7 Cplr.=-0.7 Cppr -0.7 Roof Pressure Coefficients, CQ for Roof Overhangs Cpoh.=0,8 (+) pressure on the bottom surface, and additive with pressures indicated in Figure 2 Wall Pressure Coefficients C , per Figure 2 Windward Wall Leeward Wall Leeward Wall Side Walls UB = All values UB>= 1 UB >= 2 UB = All %pay y:=0.8 Cplw1 :=-0.5 Cplw2:-0.3 Cpsw'=-0.7 Internal Pressure Coefficients for Buildings GCPi for use with MWFRS, Per Table 9. Pressure acting Inward (+). Pressure acting Outward (-) GCpip:=0.25 GCpin -0.25 John H. Buscher,, P.E. RAMOS RESIDENCE Consulting Structural Engineers PREFABRICATED WOOD SHED, 10'X 14' Structural PE#41844 6626 SW 60th Street S.Miami, FL 12805 SW 68th Terr. Miami FL 33183 Date: Jan 7,2000 Tel.305-386-7276 ` ' Page:2 I B. b) Determine MWFRS Design Pressures for Roof Surfaces. Roof Overhang, for windward side(assumed); eval w/qh = 15 ft., combined with (+)overhang pressure Pwr oh gh'Gh•(Cpwr-Cpoh) Pwr oh=-54.10 psf Main Roof, h =z= 15 0 ft Wind Pressure, (+) internal pressure Wind Pressure, (-) internal pressure Pwr ip =gh•Gh•(Cplr+ GCpip) Pwr_ln =gh•Gh•(Cplr+ GCpin) Pwr ip=-16.23 psf Pwr in=-34.26 psf B. c) Determine MWFRS Design Pressures for Wall Surfaces. Windward Wall, h = 15 O ft, z<= 15 O ft (+) internal pressure (-) internal pressure Pww ip:=gz15,Gh•(Cpww+ GCpip) Pww in gz15•Gh•(Cpww+ GCpin) Pww ip=37.87 psf Pww_in= 19.83 psf. Leeward Wall h = 150ft, z<= 150ft , UB <= 1 (+) internal pressure (-) internal pressure Plw ip1 =gh•Gh*(Cplw1 + GCpip) Plw in1 gh•Gh•(Cplw1 +GCpin) Plw ip1 =-9.02 psf Plw in1 =-27.05 psf Leeward Wall, h= 15 0 ft, UB =2 (+) internal pressure (-) internal pressure Plw Ip2 gh•Gh•(Cplw2+ GCpip) Plw_in2 gh•Gh•(Cplw2 + GCpin) Plw_Ip2=-1.80 psf Plw_in2=-19.83 psf Side Walls, h = 15 0 ft , UB = All values (+) internal pressure (-) internal pressure psw 1p:=gh•Gh•(Cpsw+ GCplp) Psw in =gh•Gh (Cpsw+ GCpin) Psw ip=—16.23 psf Psw in =—34.26 psf. John H. Buscher,, P.E. RAMOS RESIDENCE Consulting Structural Engineers PREFABRICATED WOOD SHED, 10'X 14' Structural PE#41844 6626 SW 60th Street S.Miami, FL 12805 SW 68th Terr. Miami FL 33183 Date: Jan 7,2000 Tel. 305-386-7276 - ! Page: 3 r ' � l Check Expansion bolt Anchor System to Slab for Resistance to Wind Overtumina: Please refer to Drawings S-1 prerpared by FSC, and Signed and Sealed by Joel Middlebrook, PE in 1993;for anchor specifications and locations ` h =8.00 ft. B-=10.0 ft. L.=14.0 ft wroof:=12 Psf• wfloor:=15 Psf. wwall:=50 plf. h2 62 L Mover (Pww_in—Plw_in2)• 2 + (—Pwr—in)' 2 1000 Mover=41.75 ft-kips 2 Mrest'= (2wwall)' 2 + (wroof+ wfloor)' 2 1000 Mrest=25.90 ft-kips Determine Required Hold-Down Capacity of Soil Anchors, Consider 1 5 SF against Overturning' SF:=1.5 Mover—Mrest)'SF Ttot_regd Ttot regd=2.38 kips, distributed over 2 exp.bolt anchors n:=2 B Ttot_regd Tmgd:= Tregd= 1.19 kips per anchor n For 5/8"diam "Rawl""Lok-Bolt" expansion anchor,with 2 3/4"min. embedment into 3000 psi concrete 4060 + 6345 Tallow Tallow= 1.30 kips per anchor, 2.4.1000 Tallow=1.30 kips > Tregd=1.19 kips per anchor, O.K. John H. Buscher,, P.E. RAMOS RESIDENCE Consulting Structural Engineers PREFABRICATED WOOD SHED, 10'X 14' Structural PE#41844 6626 SW 60th Street S.Miami, FL 12805 SW 68th Tern Miami FL 33183 Date: Jan 7,2000 Tel. 305-386-7276 /' Page:4 f Check Anchors for Resistance to Wind Sliding: µ .=0.6 h =8.00 ft. B=10.00 ft L=14.00 ft. wroof=12.00 Psf wfloor=15.00 Psf. wwall=50.00 plf. Fslide =[(Pww_in—Plw_in2) h� L Fslide=4.44 ft-kips 1000 Fresist L��wwall� 2+ �wroof+ wfloor�•B� µ IF resist=3.11 ft-kips 1000 Determine Required Hold-Down Capacity of Sod Anchors, Consider 1.5 SF against Sliding: SF:=1.5 Ftot regd (Fslide—Fresist)-SF Ftot regd=2.00 kips, distributed over 2 anchors n:=2 Ftot_regd Fregd Fregd=1.00 kips per anchor n For 5/8"diam "Rawl""Lok-Bolt" expansion anchor,with 2 3/4"min. embedment into 3000 psi concrete 9950 + 10255 Vallow Vallow=2.53 kips per anchor, 24.1000 Vallow=2.53 kips > Fregd=1.00 kips per anchor, O K John H. Buscher,, P.E. RAMOS RESIDENCE Consulting Structural Engineers PREFABRICATED WOODSHED, 10'X 14' Structural PE#41844 6626 SW 60th Street S.Miami, FL 12805 SW 68th Tern Miami FL 33183 �� Date: Jan 7,2000 Tel.305-386-7276 �v' Page: 5 v n 3,. �� I'd lat Ol- SOU„ r t }" �f Flat Head Lok/BoltT" 8.7 Performance Data I The following load capacities are based on testing con- ANSI Drill Bit Size 1/4" 5/16" 3/8" ducted according to ASTM Standard E 488. Fixture Clearance Hole 5/16" 3/8" 9/16" Load Capacities for Lok/BoltT"in Concrete Plow Bolt Size 10-24 1/4-20 5/16-18 Head Height 5/32" 3/16" 15/64" ' r Head Width 1/2" 5/8" 3/4" ;oil Hanger Lok/Boit71" 1/4" 4 3 1,190 1,520 1,440 1,630 1,730 1,670 5/Y 6" 1-1/2" 8 - 1,590 2,015 1,750 2,015 2,110 2,105 16 11 2,200 3,070 2,700 3,250 3,300 3,365 ANSI Drill Bit Size 3/8" 1/2" 28 20 3,500 4,050 5,015 6,372 5,275 6,145 5/8" 2-3/4" 60 42 4,060 9,950 6,345 10,255 8,725 10,620 Plow Bolt Size 5/16-18 3/8-16 3/4" 3-3/8" 90 60 5,530 15,215 9,135 16,615 11,900 16,725 Coupling Height 1" 1-1/4" NOTE.In the guide torque column above,the abbreviation CS=Carbon Washer O D. 13/16" 1" Steel and SS=Stainless Steel Coupltng Wrench Size 1/2" 11/16" The values listed above are ultimate load capacities and should be reduced by minimum safety factor of 4 or greater to determine the allow- able working load Refer to the section on Product Selection Guidelines Threshold Lok/BOltT'" Tie-Wire Lok/BoltT"" for details ' Load Capacities for C-90 Block and Fled Brick ANSI Drill Bit Size 1/4" ANSI Drill Bit Size 5/16" Fixture Clearance Hole 5/16" Tie-Wire Hole Size 1/4" Plow Bolt Size 10-24 Plow Bolt Size 1/4-20 1/4" 1-1/8" 1-3 1,200 1,270 950 1,120 Head Height 5/64" Head Height 1-9/16" 5/16" 1-112" 4-6 1,430 1,970 1,230 1,120 Head Width 23/64" Head Width 31/64" 3/8" 1-1/2" 8-11 1,700 2,180 1,860 1,260 1/2" 1-1/2" 1620 2,460 2,840 3,520 4,010 8.6 Material Specifications NOTE.The values listed above are ultimate load capacities in pounds which should be reduced by minimum safety factor of 4 or greater to determine the General Lok/BoltT"'Components allowable working load Refer to the section on Product Selection Guidelines for p details The consistency of hollow block and brick varies greatly The load capaci- ties listed above should be used as guidelines only Job site tests should be con- ducted to determine the actual load capacities and proper installation torque val- ues The 1/2"size will consistently fad hollow block The 5/8"or 3/4"sizes can be o .r used,but the ultimate capacities will be no higher than those for the 1/2"size Plow Bolt AISI 1010/1018 Type 18 BSS Expansion Sleeve AISI 1010/1020 Type 304 SS 8.8 Design Criteria Extension Sleeve AISI 1010/1020 Type 304 SS Compression Ring Nylon Nylon d BMT Zinc Plating' ASTM B 633,SCI, N/A i Type Ill(Fe/Zn5) Lok/BoitTm Head Components lam!/I s I S S S E Hex Nut ASTM A 563 Grade A Type 304 SS d=Anchor Size E Acorn Nut AISI 1010/1018 Type 304 SS S=Spacing E=Edge Distance Washer ASTM F 844 Type 18-8 SS BMT=Base Material Thickness Round Head AISI 1010/1018 Type 304 SS Flat Head AISI 1010/1018 Type 304 SS Base Material Thickness Rod Coupling AISI 12114 Type 18-8 SS Threshold AISI 1010/1018 N/A The minimum recommended thickness of base material, embed- Tie-Wire AISI 1010/1018 N/A BMT, when using the LOk/Bolt is 125% of the embed- Zinc Plating ASTM B 633,18 N/A ment to be used. For example,when installing an anchor Type III(Fe/,S 1 to'a depth of 4",the base material thickness should be 5". This does not apply to the thickness of the face shell in a hollow block wall. 50 ®.THE USE OF THIS PLAN -�14 ! 3'x9'TRUSS PLATE 3•x5 TRU55 PLATE _x9.20 WAUr 3'x5'TRUSS PLATE 1 x9' 20 WAGE 1L L ON BOTH SIDES CTYP) ON­B0711 SIDES(TYP) 7TIE TYP) OR ON BOTH SIDES(7YP)��� TIES(TYP)OR IS NO LQUGER VALID r CUPS �sHLRRICANC COIL ,IE 5G11COUE 2*X4 R ''�'' AFTER JUNE 30. 2000 lL a2 3 ORAC roR ALL LUIS 71C r7E{S LL BLDG WOTH r'ck). 2x4 TYP THE CERTIFICATION BY -j A 4 0 THE STATE OF FLORIDA w °SN- BRAE 1•x4 1x4' FOR THE MANUFAGTWER 1-x4 BRACE BRACE 1'x - BRAG ] x 4 30 30•MRN. 1'x4' u 9RACC m 1x4 DRAGr o 2•x4'VCRs YAGC 8.RACE EXPIRES JUNE 30. zOOQ d . } WALL STUD __ 14 19'HN 1•x12'20 GUACL 2'x4'P.7, THEREFOR THE 20' 20 2230- 20" 20• —CAL TLOOR TIC SOLE PLATE CO CD 3'.45 - EO CERTIFICATION BY THE Lj T1T AT SIDCWALIS M. THIRD PARTY INSPECTION rl"71 4_1 SECTION A 10-0• AGENCY APPROVAL ALSO NOTE, EXPIRES ON TYP. FOR 4' THRU 14` WIDE BLDGS IF A 3 DOOR 15 USED. THAN DOOR 2 x 4 s O' END WALL WITH WINDOW JUNE 3O. ??mac? HTS ARE TOWARD CENTER OF BLDG <5 DOOR WIDENS THE DOOR 2x4 S MOVE TO PERIMETER Or BLDG NTS STUD SPACING NOT TO EXCEED 24' O.G. 10' END WALL WITH OtQg NIS p J w _ J'.S'TRUSS PLATE 1-x9'20 GUAGr 3•x5•TRUSS PLATE - 3•x5 TRUSS PLATC ~ ON BOTH SIDES(TYP) TIES(TYP)OR ON 50111 SIDES(TYP) 1•x9.20 GiIACl - 1'x9.20 CuAGr JU JU r'+ OPT HURRICANE �� TES CTYP) OR ON BOTH SIDES(TYP) TICS CTYP)OR GLPS 1 4. OPT.HIRRICANE OPT HURRICANE BRAC CL" 1'x4' CLPS 0 BRACE tQt---Z 2 2'x4• 1'x4' 2.4 TYP _ 2x4 L BRACE CONTINUOUS MEMBERS a BRACE 1YP (;7 Z V , 0 0 • ^ Dxl.cc V MACE RACE 1-4 � 0900 U �••••• i BRACE • • llf ; • • B-0 EO 3.4 5 EQ EQ. EO 22 50 Eo ••••• J • � CERT.ND. - - _ DATEZ �— • Q • ••••• PLAN NIUMBM 273-016R • • • I • •• • Q •••••• I B-o ..�- END a-o APPROVED BY WALL WITH B' GARAGE DOOR NOTr. NOTE- . A,.�• W TYP. FOR 10' AND 12' BLDGS. IF A 3 DOOR IS USED. THAN DOOR 2 x as STUD SPACING NOT TO EXCEED 24' 0C. 0 Uw • •••• ARE TOWARD CENTER Or BLDG As DOOR WIDENS Q • ••� Z• pIf NTS THE DOOR 2x4 5 MOVE TO PERIMETER OF BLDG 8' END WALL WITH WINDOW (_) � STUD SPACING NOT TO EXCEED 24. O.0 N7S LISTING AGENC•• a°d'a I B' END WALL WITH 4' DOOR APPROVAL u� ;,o �... NTS ` - FLORIDA MANUFACTURED BUI TDH** ^• I ACT OF 1979 CONSTRUCTION:ODES • tf3 O do** • AND ADHERE TO THE FOLLO G 0� OD • • CRITERIA •••••• Lu 0" • • CONS T. TYPE VI (�r i • • 7 x9. 20 WAGE — • 1 x9. 20 GA" �PANCY LAWN STORAGE "Z 3'x5-TRVSS PLATE TICS(TYP)OR 3'x5'TRUSS PLATE 1.9'20 WAGC .3"'TRUSS PLATE t 1'x9'20 WAGE 3'x5'TRUSS PLATE TES C ) OR Q ON BOTH SIDES(TYP) OpT HURRICANE ON BOTH SIDES(TYP) TIES(TYP)OR ON 507H ° ES(TYP)__ TIES(TYP) OR ON BOTH 5NE5 (TYP) OPT HURRICANE ALLOWABLE I p] „„ OPT HURRICANE CUPS OF FLOORS 1 0.1P5 ..+ OPT,HURRICANE ./ 2x4 7P CLIPS ins\ ClPS. I-x4 BRACE - 114 I-`1•x4 BRA TYPICAL WIND VELOCITY 110 M.P.H BRAG[ FIRE RATING OF BRACE 2x4 7YP in EXTERIOR WALLS O aRnc 1:u n 1 is 1 xnc ALLOWABLE 273-0168 RCV BY DATE 3 x�` 1 x 4 FLOOR LOAD 50 P S F il_ MLP 7--C--Z V - b 4 0 9RA'C DRALC �+ 'x4• 7`F4• ®, APPROVAL DATE 6//�J9 KKR 6/.� Racc AGE MANUFACTURER TED'S SHED I 4-O' 2 2 20.75' 2250' 2230 22 50- 20 7B' If CO EO 2250- CO Co NOTE NOTE NOTE CO 3 4 CQ DA1E• -13-95 DRN BY,VS4 GK BY, SG NOTE. c-o G-O• SCALE, W O N 73-007 IF A T DOOR IS USED THAN DOOR 2 x 4 5 NOTE, NOTE. NOTE• �� I ARE TOWARD 4'5 MO. E BLDG. it DOOR WIDENS STUD SPACING NOT TO EXCEED 24' O C STUD ` ACING NOT TO EXCEED 24' O C STUD SPACING NOT TO EXCEED 24' O G L SHEET I THE DOOR NG N MOVE TO PERIMETER OF BLDG. 3 STUD SPACING NOT TO EXCEED 24' O G �' END WAIL WITH WINDOW L 2' END WALL WITH DOOR 12' END WALL WITH _WINDOW 6 END 4�,",�L�WITH 3' DOOR N7S 1 2 OF 3 2'x 4• SDE RAIL 2-0' 2'-0' Q 2--0' G E N E R A L N O T E S -4 R1 x 4 OR ML - C23 � � a 2•x 4•VERT 1.THESE PLANS ARE N COIYUANCC WITH THE 1947 COITION OF THE STANDARD z 7p • WALL STUD BUILDING CODC.SECTION 1203 rat WIND VELOCITY or 110 M.F.M. My., AIM, z x4 n Q- CLIP TY► JOISTS 2.MAXIMUM M STORAGE LIVE LOADS. FLOOR-30 P.5F, Q u (TYP) 3 ROOF -20 P Sf 9$ O 3 ALL LUMBER TO BC SOUTHERN PINE NO 2 SURFACED AT 142 MAXIMUM MC_ Lu 91 FLOOR MEMBERS SMALL BC PRCSsuRr TREATED 0 O SCr VARIOUS CND SCE VARIOUS CND 4 PLYWOOD FLOOR TO BC 5/8'OR 3/4•TMMCK SOUTHERN PIE,CXPOSLRC 1 APA Q I- = WALL SECTIONS FOR WALL 5EC710NS RATED STLRD-I-FLOOR PANELS PLYWOOD 15 CONNECTED WITH 6d NAILS AT G• 0C. MAIL 2'x4 VERTICAL WALL WITH DOORS AND JOISTS I STUD LOCATION GARAGE DOORS FOR AT CDGCS AND 12' OC N THE FIELD (TYP) M A VERTICAL WALL S.ALL SIDING AND ROOfNG ALUMINUM TO Br 3003-MIG ALUMM ALLOY 0019• U ^ STUD LOCATION THICKNESS AND SMALL or CONNECTED TO THE SHrD FRAMING WITH A MTNMMUM O - SO x 3/4•GALVAMRCD SGRCW WITH A HIM Fy.33 KSL SPACING SCREWS AS (n u C1) 4 x 4 OR ~ FOLLOW5. g (2): SNW G•OCAT ALL SUPORT MCMBCRS,INTERIM AND Q CND. 12'O.C.AT BOTTOM EDGE. ROOF. 9.O.C.AT ALL SUPPORT MEMBERS.INTERIOR AND CND. Sw PLATE 4 SWINGING DOOR OPENING SDC LAP rAS7rMG NOT REQUIRED rXCEYT AT SUPPORT 4' TO 50'-0' MEMBERS AND BOTTOM CDCC G.ROOF AND ROOF/WALL CONNECTIONS SMALL HAVE ON CALM SIDE 20 GJAGC C.ALVANZED NOTE5. 4 TO 50'-0' 61M TRUSS RATES BY HrtCK NC_MODEL NO Mx3X5M-20.OR SIMILAR APrROVrD[DUAL 1. 4' WIDE BULDNG CENTER SPAN 15 3.-G' WITH G' OVERHANGS ON EACH 50r. 2. G' WIDE BIADNG CENTER SPAN IS 4'-O'WITH 1'-0' OVERHANGS ON EACH SIDE 7.noon AND Roof TES AND HURRICANE CLIPS ARC MANUFACTURED BY*SOUTHEASTERN 3. B' WIDE BULDNG CENTER SPAN 15 5'-G' WITH V-3' OVERHANGS ON EACH SIDE FIELD C NN ELECTRIC F TO EACH[MR A MCTAL5 MWIXACTIRNG CO,NC:MODEL NO:S RTP20W.RIP20812F AND HCPR. "HUCIW5 FIELD CONNECT FROM r1I5TNG MAMMFACTURNC NG.'MODEL NO:S RT1020 AND HCRH 4 30' WIDE BUILDING CENTER SPAN IS G'-G' WITH 1'-9' OVERHANGS ON EACH SIDE PowCR SOURCE 70 lMR 2 1'-4' 6.MU IOGAME CLPS CAN or USCG IN PLACE Of ROOF TICS AT CMDWALL ROOF CONNECTIONS p W TYPDAL 2'x 4' SIDE RAL ^A q W ACr DOOR OFrTMG SIZES ARE SxG'.G xG,7:GAxG.6kT,AND 9x7', Z ! p 11 .•OOR PLMI.R�N RESIDENTIAL LAWN STORAGE BULDING Q W a cARACr Doats SMALL BE LOCATED w ENDWUIS. J a C1)4 x 4 OR °{ 10 SWINGING ENTRY DOOR OPENINGS VARY IN 5UZC FROM J•xG TO BxG DOORS SHALL (2)2 x G SKID m a SCALE, 3/1G' 1'-O' -4 BE LOCATED N SIDE AND ENOWALLS r 11 7'x4'BRACING SHALL BE A MAX"OF G9•ABOVE FLOOR ON WALLS AND A (1J(] MAXIMUM OF G9.O C.THEREAFTER 0.P5 YP 3 2x4' 9" 12' O 0 JOSTS � 72 WINDOWS.DOORS AND LOCKS TO COMPLY WIN GRAFTER JG OF TMIr SOUTH FLORIDA 1 m R P) ,.'y.�-.�7 -L BLkDNG CODE. '� 2 4' 20 GUACE CALV. STEEL) T 13.ELECTRICAL IS OPTIONAL.CLCGTRDAL fIX7URE9 MAY VARY PER PLAN AND PER CLIENTS LACED. to 20 CUACE CWIT STEEL JOISTS = RAPIER TIE WMTM (3) NOTE: USED ON EVERY WALL STUD kAFTER TIE NI7H(5) NOTE USED ON EVERY WALL STUD ALL ELECTRICAL WING TO BE it12 WITH GROUND N EMT CONDUIT OR MM12 WRIT GROUND ROM£X, w O (TIT) u IOd COMMON NAILS TO CONNECT WALL TO ROOF 1Od COMMON NAILS TO CONNECT WALL TO FLOOR ALL FUTURES 70 BC Ul.U57M AND APPROVED MAX WATTAGE PCR CLLCTRICAL RUN NOT TO EACH END OF STRAP AND WALL TO FLOOR AT END EACH END OF STRAP TYPICAL EACH SIDE WALL rXCCCD 7420 WATTS(20 AMP CRCU.IT) ALL ELECTRICAL WORK TO or N ACCORDANCE WITH•TMC (� WALLS 19%N%C •... ••.• • 111 • • 1.1'. <t)4 x 4 DATE_6/_�6/ 99 CE Rr.ND. SMP-003 ••••(2)2 x 4 5KD PLAN NUA3i 273-016R- - - - - --•20E WAGE A4)ANIB DD • •• • •. COMMON NAILS ON JCISTS APPROYM BY • •• • G' TO 50'-0' AND ORNALLLL FLOOR JOIST/ .•..• � IY ••:• NOTES• SKID CONNECTIONS O�•• • •RIGHT AND LEFT CLIP • Q M 0 •••• LISTING AGENCY •• Ua• 1 4 WIDE BUILDING CENTER SPAN IS 3-G' WITH 6' OVERHANGS ON EACH SIDE- ' 2 6 WIDE BULDNG CENTER SPAN IS 4'-0' WITH 1-O' OVERHANGS ON EACH SIDE FOR CONNECTING FLOOR JOISTS • • ?'_01-4 -j 3 B WIDE BULDNG CENTER SPAN IS 5-G' WITH 1-3' OVERHANGS ON EACH SIDE TO MAIN BEAM aTHE USE OF THIS PLAN APPROVAL •�� UD4� IL 4 10 WIDE BULDWG CENTER SPAN IS G"-G' WITH 1-9' OVERHANGS ON EACH SIDE IS NO LONGER VALID THESE PRINTS COMPLY WITH THE • D Q O 2'x G' SDC RAr HURRICANE CLIPS FLORIDA MANUFACTURED BUILDING • � �:: ••• NTS /��/� ACT OF 1979 CONSTRUCTION CODES Jj�• AFTER JUNE 30. 2LJLil AND ADHERE TO THE FOLLOWING •••• i1 on ..•• �1)Z;4 OR z° THE CERTIFICATION BY Q�me 5 FLOOR MAN ROOF Tim. CONST. TYPE VI • • w THE STATE OF FLORIDA OCCUPANCY LAWN STORAGE w Q Art N.T.S. c7 Q • • • 3 C TYP JOISTS FOR THE MANUFACTURER of FLOORS 1 0 • `r'P' EXPIRES JUNE 30. Z210 WIND VELOCITY 110 M.P.H. m 9 FIRE RATING OF THEREFOR THE EXTERIOR WALLS 0 2xG g 1 r� CERTIFICATION BY THE PLAN No. 273-0l6&_ ° JOISTS THIRD PARTY IN SPEGTION FLOOR LOAD 50 P.5 F. REV. BY UATC ®. APPROVAL DATE 6//6/99 'AGENCY APPROVAL AL50 MANUFACTURER TED'S 5HED HLP 7-x-15 1 - (1) 4 x 4 OR ICI ^® © RC4 6/16/93 EXPIRES ON ,Ldp—LJ�i� ti °-074• JUNE 30-2000 DATE• -13-95 G' TO 50"-O' DRN BY. TSI NOTES. GK BY. r SG 1 4 WIDr 13ULDHG CENTER SPAN 15 3-G' WITH G' OVERHANGS ON EACH SIDE = _ SITE INSTALLED ITEMS SCALE- /16'=1- _ 2 G. WIDE BUILDING CENTER SPAN 15 4'-0' WITH 1'-0. OVERHANGS ON EACH SIDE 3. B' WIDE BULDNG CENTER SPAN 15 5-G" WITH 1-3' OVERHANGS ON EACH SIDE ` 1. FOUNDATION AND CONNECTION OF UNIT WON 73-001 4 10 WIDE BUILDING CENTER SPAN 15 G-G' WITH 1'-9' OVERHANGS ON EACH SIDE TO SITE 5 12 'MOE BLLD(NG CENTER SPAN 15 7-O" WITH 2-G' OVERHANGS ON EACH SIDE. CONTINUOUS OVER 2 SPA45 MN 2 ELECTRICAL CONNECTIONS FROM SITE POWER 6 FOR 14' WIDE BUILDINGS. USE FOUR SKIDS WITH A MAXIIUM CENTER SPAN of 7-0" SOURCE TO CHIT. CIF ELECTRICAL SITE PROVIDED i SHEET AND A MAXPMJH OVERHANG Or 2-0' ON EACH 51DE ALUMINUM PANEL b—! 7 /��/( FOR ROOFING AND SIDING IN UNIT) FLOOR PRA IING PLANS NTS N.T S 1 Or 3 r 120 MPH UPLIFT LOADING FOR -4 WIND FLOOR TO WALL STUD5 _ N LOAD TO ROOF TRU55/RAFTER Uj • N \ FOR O.C. 5PACING N \ cN O.G. J a P \ WIDTH SP 24' 16' cv '-' 6.00 ft. 411 Ibs 274 Ibs ~ OI n 8.00 ft. 548 Ibs 3GG Ibs VALUES Q r n DO NOT U 10.00 ft. G55 Ibs 457 Ibs INCLUDE uj A 6' 0 i - 12.00 ft. 822 Ibs 548 Ibs OVERHANG i9 �D coo N Q \ p 14.00 ft. 959 Ibs G40 Ibs rA co r- 120 MPH O FLOOR TO WALL STUD5 5'_O' 4'_0 OID O LA TO ROOF TRU55/RAFTER FOR O.G. SPACING a WIDTH O SP 24' 16" to N 6.00 ft. 480 Ibs 320 Ibs 3 8.00 ft. G17 Ibs 411 Ibs VALUES 6 INCLUDE 0 \ 10'—O" WIDE \ g'_O• WIDE 10 WIDE .00 ft. 754 Ibs 503 Ibs OV ER 111 '-O" \ 12.00 ft. 891 Ibs 594 Ibs O 14-00 ft. 1028 bs G55 Ibs U ••• N Y I N 20 GA. STt`EL STRAP NOTE: FOR 1G'O.G. SPACING WAIlL •••••• T FROM E LIFT -2x4 STUDS HEIGHT MAY BE 8'-8". •• •' ••' • .... FLOOR SYSTEM •••• ••�1• .• LISTING AGENCY ••; �ntr � •• •• X o o APPROVAL:.• 1:2 co Q \ \ THESE PRINTS COMPLY WITH THE ?et 1i.r � . 2xG EADER CONT. FLORIDA MANUFACTURED BUILDING 'N O V'F •• • • ACT OF 1979 CONSTRUCTION DES tom W • • AND • • -:6 CRITERIA.ERE TO THE FOLL• : : • �N m : • L() O f\ CAST. TYPE V1••••.• F • ; I • •-+ I o'-10' .r-+ 5'-10' SECT ION OCCUPANCY S 0 •• •: OW 1 SCALE, N.T.5. UPLIFT STRAP FAST. ofo�oRS # 1 N � WIND VELOCITY 120 In N Fl RE RAN' OF LA DATE- s lls/s9 � Cr.Na SMP-003 120 MPH WIND EXTERIOR WALLS 0 PLAN NO, PuwNU� 273-01 6R S.Y.P. #2 ALLOWABLE 273-016R er IDA; FOR S _ FLOOR LOAD 125 PSF 1 �� ���ov®a,r SHEDS © APPROVAL DATE 6 1699 WIDE \ 11'-8' WIDE MANUFACTURER TES SHED, INC ' Ln DATE. 1-12-9G 0" BY. MAX BUILDING HEIGTH WITH WALL STUD LIMITATION FOR 120 MPH WIND VELOCITY AND 24' O.G. SPACING sc�BiE, _1.-0. ©-THE USE OF THIS PLAN IS NO LONGER VALID AFTER JUNE 30. 2000. Tilff CERTIFICATION BY THE STATE W"o" N 7lEr G OF FLORIDA FOR THE MANUFACTURER EXPIRES JUNE 30. 2000. THEREFOR THE CERTIFICATION BY THE _ SHEET THIRD PARTY INSPECTION AGENCY APPROVAL ALSO EXPIRES ON JUNE 30. 2 �� 1D00. 6 �7 II I 3 OF 3 n SKETCH OF SURVEY LEGAL DESCRIPTION - 10- I _ ' O L - i LOl BLOCK _ - tZ kY SUBDIVISION A-) L)E- U O r1 U A-) t7 O ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5 49 AT PAGE 3 5 OF THE r.J ri N 0 7E _ ,(3 E4,elA)ar. 4RE 54SEp 0/0 4A) ASPDXIE1> PUBLIC RECORDS OF r/A E COUNTY, FLORIDA. /J C . &162,6 5 cl J . GOT" S T a"n t✓ -;;3 3!4 3 • � t� 'y±•.a.�� _ 7 :-. _ �•-'r1 Vic,:;T� P - s - , •Y`. ' - ,- .i;` .:' ,•• /!' sir��.:y=.�.,�..�,�"��•�. i,- •t, : - 1«r '�• - y'�/.4i ,•{,}'.F: .---:`"F � C'`T w a'w-j lam-.;s "" p. .n - - ,i• �•", ;' '../{•-�: �1f{;yv_.i�.y.� LAY X •,�' •t N�• _ . - ." f tV � ioono t AI rc6'�t Fwc�t� 45" I r1n _` zz F4 Lj m "NJ < 0 0 Lj ('DOLED I Y f •�•••• Ott z �• •' • x545, - G5'�� -- d ! v ?� f ' II uoo r' s�o a y c c3 s • U`'i I L�.. .. V r} CAD6 Gov��TY FL • 39143 �t �Li� I '= i N. - io a7.ic � , — -- 5 ' LOCATION SKETCH _ p• << ' SCALE 1" _ /00 f WE HEREBY CERTIFY That the attached SKETCH OF SURVEY of the above described property is correct to the best of our • �G 7•c O knowledge and belief as recently surveyed under our direction, also that there are no encroachments unless shown, and this survey —"— meets Minimum Technical Standards set by the FLORIDA BOARD OF LAND SURVEYORS, as set forth in Chapter 472 027 (F S) U jy and Chapter 21 HH 6 of the Florida Administrative Code 1 FOR 62KI.57'104 4A)D C;,214.0 /EG'rEyGU�Z a a ORDER No G , — Z G 7 PROFESSIONAL LAND SURVEYO No 0/0 / STATE OF F�•ORIDA -- Q� I �•��' NOT VALID UNLESS EMBOSSED SEAL DATE 9 � «oA) r � t'l0(� CARIBBEAN LAND SURVEYORS, INC. 7175 S.W. 8th STREET, SUITE 216 MIAMI, FLORIDA 33144 SCALE: 1" _ 4�/v ' TELEPHONE (305) 264-9151