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Permits 964 Hibiscus St (vault) V) CID 1117 0 V71E s E E _r leN Jt. .ii. ci A ILA i 1� A 0 co �N SQUARE FOOTAGE INFORMATION c l w CONDITIONED SPACE R_,TRST FLOOR F. Wm 045 CONDITIONED SPACE SYECOND FLOOR — S.F. C_-) CONDITIONED SPACE TIHIRD FLOOR S.F. p� 0 U0 to r) UNCONDITIONED SPACE S.F. ao? Y� i� 1 ( g4unu " 1.�— Q 1 I t s I ScIva1nkiid .. �I 'f �� 0 N M UNENCLOSED SPACE S.F. ��� � >'', „�' s; uesstxsc}�sstcr p ,l—,i— T .c _ - - --114 • , C -- l� MSE PARI( CEflflP,JI�� „fsr a__est, i ET to LOT AREA (EXCLUDING, WETLANDS AND .>.F. � � $� UTHST �I �M _X BODIES O�11' WATER) r3III l �I"'�� "�>�sr� �� r st 1�� + '` l j =_.__TMJ it c iJ LJI�J i 49iy Y--=���►L12ATA N0;.. L"an S' I3 ._ qp�y O X C.O r - 5 R; _ '$ emsr_e ms�� �Y STRUCTURE HEIGHT AND OF STORIES U y 8 sr , r+EOFm oa - Y 1 '�II T I .� BTW �'�5�6LLOOR 111..1 )Y PARK ZA TM 97_PAgt► _ U O �`� �� + - ' \a `V'I'I-ANTIC a� MAXIMUM HEIGHT OI'' i” 1 Roar 11,m$ �" ''$+ w' `THE STRUCTURE IN FT. << r b i( II w" s,4r s ., !g+�=�1 � y, " t~���i'� I3''✓AC14 NUMBER OF STORIES ( i 'M �n,` sl t�rr;ir '� 4 w �� ay�s �/' �!4' T,� Il F1i i�i TgTOtgAp y, ty 3 cma i t�I �Ii � TYPE OF C0 s NS TRUC TIO N � ,.,111.1 �., CAYALIAND �� W /ACy�Sr h �"• ,`�T„pST_�n '1. 4�'°oq� � `T� • TYPE (INDICATE ONE: I, II, III, IV, V,/'�JI)� A200 TuwTiceLw aw ,, oL+� r ununet:� +s 1EyoRsr • PROTECTION, INDICATE; ONE: (PRO) TD OR UNPROTECTED} I ""``' u- €st I ��1 A kleewa (b :17 2 1 0cea tmourl �TMsr � � w 3 � `m �I'ITICIt ROSEBUDW D ,f • INDICATE ONE, (SPRINIKLED OR UNSPFtINKLED) �1;<,�, ,� fARREN R-. Ila �1� Rp, WEU st ` (w'd't,j �. uNs�"', "cs� �'i �aoEHwpou owc>bnoo s �� .iccw �� MvynE „ . :. wrREBRA4TW1r c�<ftk� a g3 g' S- fn�l he k: cEoeesT.�' MATERIAL INFO-RM0�..���.. ..� �. _ cL pg or ROOFING (MATERIAL SHALL MEET THE THE REQUIREMENTS OF CHAP'?T: 15, IMP"" � t� �Y _ � �, 1 " ITS < Mrcaark eTG2�RwLu FLORIDA BUILDING CODE �tcn� 3, le1 � ( STs, fls' `l� l �IuraHcunc lu • ROOF UNDERLAYMENT (FELT) - ASTM 4869 TYPE 1 • ROOF FLASHING (DRIP, RAKE, CAP, VALLEY) - 26 GAUGE (�(� �(� STT;;\�T'] �` Cl,/��T�j TG T�. . 1'• � ^j ROOF SHINGLES - ASrTM D3462 & ASTM D3161 TYPE-1 { ,,� �, x r,, Qi S .L� i `��D LODE (5) INTERIOR LONE (4) WIND RESISTANCE MODIFIED TO _ � M.P.H. i t ASTM E108 CLASS-A FIRE RESISTANCE RATING (IF REQUIRED) (�' �' ) }'0.`, + NEG. - POS. + NEG. - Edi i � C FASTENING — (6 NAIL PER SHINGLE x 1" MIN.) PER MANUFACTURERS SPECS. I 0-20 2 __� '� j ' I 20-50 12-4.1 ? WIND ZONE INFORMATION 50-100 2-` J (UNLESS SPECIFIED BY THE ENGINEER OF RECORD) � >i00 s �-�— ZG ��' �'''' ='� -2. O � � � 74' �, DIMENSION � ONE 5 'IN FT. NOTE: THIS STRUCTURQJ HAS BEEN DESIGNED IN ACCORDANCE. WITH, DIMENSION OF 2 AND MEETS THE, REQUIREMENTS OF SECTION 1606 OF THE120 2001 EDITION 0 ! THE FLORIDA BUILDING CODE. I-10 rn I THIS BUILDING, (IS)/(I:S NOT), LOCATED IN THE WIND BORNE DEBRIS REGION P ,A-Nl I.NDEX 110 1 9 • BASIC WIND SPEED (M.P.H. — 3—SECOND GUST) ! l)WG. NO. � RIIMONS 1 • WIND IMPORTANCE FAMR __ C • WIND EXPOSURE CATI!,;�ORY 1 • BUILDING CATEGORY, :INDICATE, ONE: (ENCLOSED) I �� -$ A_Q) � a (PARTIALLY ENCLOSED) aJ C44<D 9.I (OPEN) PROJECT LO CIATIO N MAP k • INTERNAL PRESSURE (COEFFICIENT INDICATES PROJECT LOC*TION DAW V41 1 DRAWN VY a VVINDOW PROTECTION 0 120 MPH : CHTCUD BY a SHM NO. OP SHALL BE PROVIDED IN A000RDANG1 kfsc I1, FOR PRUTLGTION Ok 6063A IF TABLE I / :$7A •I'CURAL WOOD PANELS ARCS TO" I3E USED. j . .CQST' (,. �'"�"'��—✓�'? WINDOW PROTECTI(bN 0 120 MP4 :w�32x2 �e r 7 SHALL BE PROVIDED; !N ACCOR,,ANCE a -"o W I FBC 1606.1.4 FOR PROTECTION OF I,J tJOr�LJ �, A- Plc-i4GD l.7t' 0t�c. _ ._f('off_i_�__ �� �--� OPENINGS & TABLE 1606.1.4 IF 716" STRUCTURAL WOOD; PANELS ARE TO BE UStD. Ito Ole A 6 h ROOFING f !! ! 1 i ! f " �: .�i dFBERGCASS SHINGLE MAIL W16-1"' PWF NAILc r"VER 304k PELT ON 112" CDX . ! + dG 6" • SHEETING NAIL WI$d 4" 1 I CSC E '�."-j & 12"' OC INTERIOR. J , , Alla ' (7- f - qA )cru c,t-�-' ..._. _.. - .� � �' Ioeo �wh ` 24 �` r.1 T�� ,����,..0 61-'oeoG'/ 12 ,-Imp: � ,�,� l�_-1► /V u)/ _:A4 ' I I .. L)c w O "'J4-14p [AGN(-. �45/7 J T Cat..! : t SCALE: t a � APPROVED BY: DRAWN BY QLa DP ': +Y REVISED n DRAWING NUMBER 6 , 6 , 6 6 6 . 6 6 6 6 CITY OF ATLANTIC BEACH . COVER SHEE -T - P 00 O I e P �N s ,.ARE FOOTAGE INFORMATION • CONDITI QN D SPACE FIRST FLOOR o S.F. „ w U xx„ U. pQ • CQNDIT��pNED SPACE SECOND FLOOR S.F. 9 o N v, • CONDI71% SPACE THIRD FLOOR I p-y o S.F. • UNCONIITZONED SPACE v� to I I S.F. I ._. om til W rI rh UNENCL�OS�D SPACE S.F. ©a o N J s +ySelo L �© t p M SSww ,c LOT ARRA (EXCLUDING WETLANDS ANDS.F. P Q® ,ot i BODIES OF WATER) O �of ' ,SII ; ,m,+sr x STRUCTURE HEIGHT AND OF STORIES � �� ��,�� � r S o 9 0 "9 �f!!II!!Irjyr I1I1II11I1Inn1IIIIIIaMgt ® m0MAXIMUM IIEIGHT OF THE STRUCTURE IN FT. ; F " °� a t-y 16 �"�' -1n t1TLANTICQn o a:4 NUMBERS OF STORIES �\kh iyr � 1 ���� � a4 / BEACH . , TYPE � � , � �; �,'lq !�1'� � OF CONSTRUCTIONr� � , '. U 1MROd Gardens, � � 1r/ • TYPE (ILNDCATE ONE: I, II, III, IV, V,j'�� / ATUM ((�'// ICVMIAGE 7R • PROTEC'Tq N, INDICATE ONE: (PROTECTED OR UNPROTECTED) Mme ' ST • INDICATe ONE, (SPRINKLED OR UNSPRINKLED wood ,,, r-- Y ; .pa0' -^ { MATERIAL INFORMATION � � � ,�-� 11 % as . tiep4 � ;', e Seal !V ROOFING (MIATFRIAL SHALL MEET THE THE REQUIREMENTS OF CHAPTER 15, wood a 4 �� � �� OAKST .. c13 2 (°".`.`' cr5 �211g ;uJ gL 3 FLORIDA BUULDING CODE). ROOF UNDERLAYMENT (FELT) — ASTM 4869 TYPE 1 •--ROOF I I1RI VALLEY — 26 GAUGE ..- _ _ N – D3462 & ASTM D3161 TYPE-1 ROOF SISI' GLES AWIND STM RESISTANCE MODIFIED T SIZE END ZONE 5 INTERIOR ZONE 4 O � — M.P.H. C C - _- G�� ;. Ih iq ASTM E108 CLASS—A FIRE RESISTANCE RATING (IF REQUIRED) (S.F.) ' POS. + NEG. -- POS. + NEG. - A�rI v�Tt� �-k4P.+� CiA01 i FASTENING — (6 NAILS PER SHINC x 1" MIN.) PER MANUFACTURERS SPECS. 0—w 2 S.9 34•,-7 2 % . CJS! x^ X I . ZE WINDS ZONE INFORMATION 50-1100 0 .z 2-q•3 z 3 . -2-- 2 ,,� (UNLESS SPECIFIED BY THE ENGINEER OF RECORD) >106) NOTE: THUS; STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, DimgNSION OF ZONE 5. IN FT. 3 L An! MEETS THE REQUIREMENTS OF SECTION 1606 OF THE 2001 EDITION OF THE FLORIDA BUILDING CODE. M� ' 120 - I a I-10 ` 1 THIS BUILD NG, (IS)/(IS NOT), LOCATED IN THE WIND BORNE DEBRIS REGION 6 • BASIc _ 110 119 SND SPEED (M.P.H. 3—SECOND GUST) PLAN INDEX I �- DWG: NO. TITLE • WIND IMPORTANCE FACTOR J c, a f C ©.�.�d2. ,r—j- RLTMoxS • WIND EXPOSURE CATEGORY I • BUILDING; CATEGORY, INDICATE ONE: (ENCLOSED) 4. w (PARTIALLY ENCLOSED) V--- (OPEN) 9-1 • INTERNAL PRESSURE COEFFICIENT ± PROJECCT LOCATION MAP * INDICATES IftiROJECT LOCATION WINDOW PROTECTION ® 120 MPHDATE D DRAWN 1CHIOMD SHALL BE PROVIDED IN ACCORDANCE Sl= NO. or { Md 1 FBC 1606,1,4 FOR PROTECTION NINGS & TABLE WOOD P4 IF ANELS ARE 0 C r l � 6'iRUC'fURAL BE USED. 6 E -// 6 sm WALL J Q r 5/0 r DOLT WY rem I ONLY MA� 5/M1 COLT II/Y FENDER JIB w WSWTIptU E 2 OP N\SNER TNRU rt Of n IQ ANCHOR SEE MUS AM (L ANCHOR.SEE NOTES AND CHART f.TNS SNLET POR TA SVAWT PAQk.4 ENf INS owl •H9d. 'hbi.` S►AfN6 AND PASTENNCs WLT 0-11 1 ED 11 11[1 :y i1 ii' 1 E FB 48'xS/r EYE ANCHOR rl i= piST!LL[D «. SCE WF N A`M" + . t I j ic. ,— f s^, c 2: r LI EtJIt04NG OF NSIAILEOAssIID4N _ i t ,,, i 1 I`i • Ic U .. APS , r uw SCE WALL LL 4 &6A 'L HEIG (o—q WIo°` LL HEIGHT 1 SPACING SPACING 5/b'{wL'f MM FENDER 5/a^I 001.1 WY P or HlD1H OP E tE WI➢tTN Aor NCHORS L ANCHORS PLACED AT 24'Ill PROM TNRU ETM OP ! Set �� ANCHORS ov Of DU1_DNG ANQWR.SEE MM AND SEt NO1LS AND CHART 4 TN6 SHEET M CHART G TFLS SHlEt POR k MNtIUM OP TWO ANCHORS L•ACH SIDE SPACING AND FASTENING SMCN6 AND FASTENING . ` y `-. OP MOOING t1� y,01_OCKI^.AT T 801 til1 8' S'-2" S. 2x eLouwG usED AT EACH DOLT DOLT LOG bC10ND w JOIST. — v e 41 Y-2• I •" _' L.; 10k!!r �OR e 2 ANpd -b• Y-s' ��T—. xIG xML1--R. I, „• .SOLD CAP OLOLKI,—I N5IALLED AS sl+dN. •. NTN A 4 4D'OG + i t, NSTALLt'A AS SNONN t ,�� r - iE '•` LION 1='1+ —I SCHEDULE - �/•. .p• EYE ANCHOR BLOCK -- SCALEc .INIAA'I a IN/1UM x 20 GA.x W4'WDC or M AL III SDE WALL ANCHOR Omm"P SOIL,M H�lMJl1 �y fAL« SOL WIDTH x SOL TOTAL• WID1H x �tICHORS q°TCONC IX THE WL.L•STM WMH xTOTAL 0 WDTH x ANCHORS �CONG LENGTH ANCHORS Cf`CANIC IGNGTH PApg FASTEN 70 HALL STW—^ LENGTH ANCHOS OP CONC LENGTH FPADS - `0" _O. WITH/3)-OMPO x 24/1 -q. •_p• PADS "0" ; MALS See CHART 5 THIS 6 15"x G' 4 4 6 w x w ;4 4 b SHEET FOR SPA" 6'x6' 4 4 G q'xG 4 4 r ((. 1'd'x Tf^x a' x e' 4 4 �_' G'xD' 6 G b •q'xw. G 6 8 18"x10 G G b Ti^x q' G 4 b b^�r CNN.y b 1'a"x It' G G b D'x 12' a 6 a Y ti' G'zYl' 6 4 8 q' 6 6 b�xH f -- Q 10 x H' 6 6 q 1'0"x H' G b q 8 6 q GRA _ rT k q'x w' G a q la"x w' 8 b q D'x Y^' - - -_•;, `'i °t ''=3_�=+=11;= oP S01 TOTAL• a 1 a"x b D 8 n t3TY x ID' b 8 r2 _T:- , l•S=_�'; i=yt_4I;i(I I 1 , Wg1H x ANCHORS CN•CONC 'q'x to' 8 0 q q LENGTH 12 - -9 '-0 PADS q•x 20' a a ri 18'x 20 0 q 12 13a'x 20� H 18^x 22' q q H 'a'x 22'kq q 14 D x 6' 4 4 6 q'x 22' D 10 t ^ moi/+* /� •,t-;, 4g= w 8'x0' 4 4 6 q'x2Y q q H 1Y5'x2Y q q H a'x24' n H A5 / ^ � iVIIVIV� k wxv 4 6 6 q'x26 10 q w 18"x26• ID 12 w a'x26 '!12 12 w w w W x 2a' 10 n w •e^x 26 12 w a q'x 25' .q K •p•x 30 �2 H q 1D 1'0'x30 12 n N3 rev 8Y OATE 0'x_H' 4 6 q q'x s0' q n 20 GA.x tV4"WDC q q x 32' rt a q 1'b"x 9 H2 H b Ti•x 32 4 H 1D LOT SDC WALL STRAP RUN PROM ANCHOR gO' Ib'x 34' 12 H 20' 8'x s4' w 20 UP THC WALL STM 8'x ID' G a 12 v x 34' n H fill TO WALL STM----�_ w 20 1 a'x s6' H H 20 Ti^x 36 14 w 20 WITH Ci)-o"x 24/4' 0'x20' 8 D 12 v x s6' 12 H Q"ALs See CHART.5 THIS 22 18'x36 H w 22 Ts'x 3a 16 w 22 SHECT POR SPA CING 10 x 38' n H { w N9It� 22 1'8^x40 H w 22 '8'x 40' w re 22 - q' L ANCHORS PLACED AT. A8'x 42' w w 24 b'x 42' w Ib 24 DATE• 3/26/02 24•MAX fl CHO Cf' w DULDNG i 8'x 44' w la 24 8'x 44' ,la 20 24 '; DRAWN b h RCR 2. MM"OP TWO ANCNC9eS ITb'x 46' w ID 26 138"x46 ila 20 26 •• -- C"Co; D ay' Ill EACN SDC OP&A-VNG a'x 48' '18 20 26 ' ;" ��� _ !_ A 10'x 48' b 20 - �" AS HOTED 3. ANC HhMS SHOULA BE. 6RA i :1• i i? :'t i=i SCALE+ SPACED AS EQUAL AS !8'x50 b 20 28 b'x 50 20 22 28 i-i=? i=' ' (rt t=3Z •�p'kw'x4 ., POSSIBLE WHILE STwL CAP L IX WITH THE SIMS -¢ "I� t:f=IAT LINING _ ANCHOR BLOCKI SCHEDULE sH>cET t,, 4S• w CTION _ BLAL , /4•d. s w tHESL 'FLANS WERi DtaSIGN1�D ox*m RS 'G' M ACQOfWANCMWITH A60111ii , CANS WERE D SICNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE FOR A THREE SECOND MUST OF 120 MPH THESE P gg -�`.i�iiixs'�P,a°�� d a 00 V" *1 Q steN.ROD STEN ROD' Q Vst vnxWL& .. Sim ROD In � i i V291 x W L6 STeft ROD O A '1WA.x4Y FRH2'frc" - - SINC�L� HELIX GROUND ANCA 3 .�CONA�IRIO�CXNCIHIO a 'd' sMeo K7.6. V"WIN 2 HA.11 qiL E01.1 MN. . f ateeoncaT M'�'"TIIe HIL11 RWf:salt nK rAl f-fM Vero NTH 5'V2' euLORw.S up To r-w AND DCdr NN.CDGV MSTAKe Lm A WAIL MCWT ATS 101-8 EOtT01r11L N1t Of 6-Y--AND Y-2-QG WTH AIA Y-M OC fOR A�-O'4NLL HNGNT. W-V We euL W.S ca+c r•T�. WM A WALT.NOW1 W 2-�9t'CONT.ffYl'.) or % AM+-r H� Y TWW f*C*iG.SW rM W6x6xLixHHW. A d-0'WALL"WUNT. ON JOY MOV"A" VA W ALL-e06ES TAf" ON CLW UWAM WTH v *. ._ ii T es OIT fS CON�C.WI,�N/d�01.iLN�C . LflF�LAffCO�IONSTS i _. ._ ' REV 8Y CA1t i 6l-6'TO H'-2' IT- fiOUNDATION PLAN DA7t' "'� 8Y+ 'RCR i ALH�f.� CHE6K8D FSG SCALE- AS NOTED 18 0 WA.Not 12 i - SHEEP ' IN ACCOR"'.49£ WITH ASC>S'i-88 - ' TH8SE PLANE W�RI:; C981GAIaD t0 1$xPO8UR1� .'� • THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF 120 HPH ' to - a co IL _.. Iand ` aaaa AMrw�ei��y <Yrsiwr iV'// � i off_'nom.d 409 DIXON STREET 141E D VIDALIA, GEORGIA 30414 G1TY�'DING pf ICEAft � AP R p 2003 t+� A-s& aiv" "IPPR ENIT MASTER PLAN n_ SINGLE WIDE 130 M.P.H. jai SENERAL. NOTA =L.rmCTq f c4 . NOTES 48 I. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE I. WHEN AIR CONDITIONING IS INSTALLED IN THIS BUILDING.IT SHALL BE THE SA 2001 EDITION OF THE FLORIDA BUILDING CODS(FB.C.1 RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL CONTRACTOR _j WIND LOADING DESIGNED IN ACCORDANCE WITW ASCE-1-95. TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL HVAC UNIT(S)INSTALLED r ALL WIRING TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 2. ALL MATERIALS AND LABOR SHALL BE IN ALECORDANCE WITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL &,ODES AT THE TIME OF MANUFACTURE. 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES, S. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. S. EACH CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPER INSULATED 4. OUTSIDE OVERALL DIMENSIONS CAN VARY BLFTWEEN LIMITS SHOWN BUT GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. MAIN DISTRIBUTION PANEL. Be 5. LUMBER SHALL Be SOUTHERN PINE 12%-15#MOISTURE CONTENT 9. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL ISN O GRADE #2(Fb FOR 2x9=1500 PSI,AND FOlf 2x6=1250 PSI) GROUNDED t0 MINIMUM 10'-0"COPPER GLAD EARTH DRIVEN ROD 2x6 F"150 P51) WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. � GRADE #5(Fb FOR 2x9= B5O PSI AND PO(f OR SPRUCE PINE FIR GRADE #2(Pb FOR 2x�=B-15 PSI) 5. ALL CONDUIT TERMINATION'S OF 1"OR LARGER ARE t0 HAVE PLASTIC SPRUCE PINE FIR GRADE 02 SHALL BE USEfp FOR WINDOWS SILLS ONLY. INSULATED BUSHINGS. O - 6. ALL LUMBER IN CONTACT WITH MASONRY Off EARTH SHALL BE PRESSURE TREATED. 6. ALL ELECTRICAL WORK IS TO BE IN ACCORDANCE WITH THE NATIONAL Q "1. TRUSS DESIGNED TO SUPPORT D.L. L.L.=*o PSF. ELECTRICAL CODE(NEG). LIFE SAFETY CODE(NFPA 101). LATEST EDITIONS. lid }( 8. NOT USED -1. HVAC EQUIPMENT SHALL Be PROVIDED WITH READILY ACCESSIBLE 0 DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH 9. SEISMIC PERFORMANCE EXPOSURE GROUP I.CCATEGORY- A. WITH A MARKED"OFF"POSITION THAT IS PART OF THE HVAC EOUIPMENT f 10. HANDICAP ACCESS TO BUILDING IS FIELD IN§:rALLED BY OTHERS AND SUBJECT - SHALL BE PERMITTED AS THE DISCONNECTING MEANS ONLY WHERE 2 TO LOCAL JURISDICTION APPROVAL. OTHER DISCONNECTING MEANS ARE ALSO PROVK)ED BY A READILY W S 92,000 PSI MINPIUM YIELD STRENGTH. ACCESSIBLE CIRCUIT BREAKER. z P. ALL ALUMINUM TO BE 3005-5105 ALLOY WI-fW 8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING 12. 4 t7f 4. ROOF SLOPE SHALL BE $ TO 12 WHEN SHI'I�'LES ARE APPLIED.ROOF SLOPE FOR RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING �- METAL ROOFS SHALL MEET MANUFACTURE#r S RECOMMENDATIONS. IN COMPLIANCE WITH SEC.00-9 OF THE NEC BY A LOCAL ELECTRICAL 15. ROOF SHALL HAVE THE SAME SPACING AS'THE WALL STUDS AND SHALL BE - CONSULTANT. O LOCATED DIRECTLY OVER THE WALL STUD§ 9 THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING V 19. ROOF ALTERNATE °0.019"ALUMINUM OVER rPLYWOOD SHEATHING MAY BE USED AS (INCLUDING ALL DISCONNECTS,OVER CURRENT DEVICES, PANELS, A METAL ROOF. GROUNDING.ETC.)IS DESIGNED BY OTHERS,SITE INSTALLED,SUBJECT 15. OPTIONAL EXTERIOR WALL COVERINGS INGLt40DE CORRUGATED ALUMINUM,MASA ALUMINUM, TO LOCAL JURISDICTION APPROVAL. 9"LAP ALUMINUM.5/e"P.T.1I-11 SIDING,VIN'T1- SIDING WITH ENERGY BRACE BACKER.AND "PLEKO"STUCCO ON 5/8"DENSE GLASS Gi9LD. . 16. OPTIONAL EXTERIOR ROOF COVERINGS INCLt�E ALUMINUM OR SHINGLES OVER 5/8" REV BY DATE PLYWOOD WITH 2 LAYERS OP 15 LB.FELT. 1 JDA 3-8-02 0. TIE-DOWNS SHALL MEET THE REOUREMENiT_s OF ALL APPLICABLE LOCAL CODES. 2 AWE 9-10-02 18. ALL DOORS SHALL BE ABLE TO BE OPENI,D FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY.19, 1� 19. DOOR SHALL BE 2-1/9"x NAG"ALUMINUM WKUDED FRAME 14TH AN ALUMINUM PANEL I T I N I I T INSERT.ALUMINUM TRIM AND ALUMINUM rimpD HINGE ATTACHED WITH ALUMINUM RtvETS. DOOR SHALL BE ATTACHED TO VERTICAL x9.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS,GARAGE DOORS,AND L It-HUNG STEEL DOORS,TYPE,SIZE,QUANTITY NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND LOCATION MAY VARY. AND MATERIALS THAT MAY BE REED FOR A COMPLETE INSTALLATION. DATE 2-22-02 IAL STORAGE. 15/125 P.S.F.FLOOR LIVE LOAD. ALL SITE RELATED ITEMS ARE SUBJECT 70 LOCAL JURISDICTION APPROVAL. 20. BUILDING IS CLASSIFIED AS LIGHT COMMS Date OL p)arhtf)c / DRAWN BY• RCR (NOT POR HABITATION) Approved By RIC L.BL,BULLOCK 21. ALUMINUM WINDOWS- 'TYPE.SIZE. OUANTITYY,AND LOCATION MAY VARY. 1. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. CHECKED 8Y� FSG 22. ALL FASTENERS INTO PRESSURE TREATE(p LUMBER SHALL BE HOT DIPPED GALVANIZED 2. RAMPS,STAIRS,AND GENERAL ACCESS 10 THE BUILDING W. / SCALE NO SCALE FASTENERS. 9. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE BUILDING Modular Euadin Plonfs Examiner W.O.NO: 12-056 Florida Certi(ifeate SMP 003 SHEET ANCE WITH THE 2001 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF 130 M.P.N. THESE PLANS WERE DESIGNED It�t1_A___CCD_-- RD_ I 4 ' I a t a IIII IE a a a a TO 2.1" 16 I 2x1 OR 2x6 SIDE RAIL In I�=i E 2x1 VERT. 1xG SKID SSEE CHAT HEET AR3 2 WINDOW HEIGHT. WALL STUD E LOCATION AND (.0.QUANTITY MAY VARY V321 MG.-O,. U °L lu AND ARE OPTIONAL MAXIMCr. T DooR 5 1 LOCA1j MAY VARY A-5 0 N 2x1 OR 2x6 �+ 4 }i JOISTS AT _ 0 SEE VARIOUS END °~` a *1 O.C.SEE Q o SEE VARIOUS END (WALL SECTIONS o W CHART 3/A-2 9 r o WALL SECTIONS FOR W17H DOORS.1'-0'. o w rn < r 3/1" EG PLYWOOD t�R MAX FOR 6 UNIT VERTICAL WALL FL R DECKING AND 6'-0"DDDR MAX , K 4 -1 STUD LOCATION ` B'UNITS V m > a- 09 I IL 1 1 2x1 P.T. 32"MINIMUM.� _ SOLE PLATE MAXIMUM 6-O' 4 SEE CHART 3 I HEIGHT,DOOleA-5 SHEET A-2 I LOCATION MA•YYVARY — 3 1x6 SKID ~ WF A-5 .� �4 6' b'0"TO 50'-0'MAX. z2 0'To 5010"MAX. E OPTIONAL ELECTWIC TO EACH UNIT FIELD GONNECTjo FROM EXISTING POWER SOURCE-fIo UNIT T'YPICIAI, FLOOR FRAMING PLAN I FLOOR PLAN (ro' Og 8' UNIT) FOR A SINGLE WIDE UNIT N.T.S. SCALE N.T.S. EI I "APP OVED" I pocumEMT a _ IG,TO 21" Sof Y_ ELECTRICAL � � � 4 j 2x1 VERT. SYMBOLS Q� E WMDOW HEIGHT, WALL STUD 9� LOCATION AND IM�1 aw OUFLEx RECEPTACLE 12OV 10 5 QUANTITY MAY VARY 32"h(�N t AND ARE OPTIONAL MAXMN�UM 6'-O" MCANDESCENi LKdT1 HEIG►4}T•DOOR '¢- WTH I-bOW BULB - w LOCAJIDN MAY VARY a SEE VAR"END ® ltX+CTpN e0x _ Q m SEE VARIOUS END WALL SECTIONS S41CH Q m M WALL SECTIONS FOR WITH DOORS.8'-O" WP NEATHERFROOF 4 VERTICAL WALL FL1 DECKNGOD DOOR MAX"- trL STUD LOCATION SWITCH WITH RECEPTACLE - MLET 120V 10 2x1 P.7. 32"MINIMLII.�•� SOLE PLATE MAXIMUM 0' NOT HEIGHT.D00 ALL ELECTRICAL EOUPMEN7 SHOWN,IS REV BY DATE LOCATION Mk^ VARY OPTIONAL AND LOCATIONS MAY VARY. E WP 6'-0'TO 50'-0"MAX. E OPTIONAL ELECTS TO EACH UNIT FIELD CONNECW FROM EXISTING I POWER SOURCE 1TO UNIT DATE- 2-22-02 E DRAWN BY, RClt Data�/��OZPian N, 2,-o?,6 CHECKED BY. FSC FLOOR PLAN (10' ' 1311-s" UNITS) APProved By RICHARD L.BULLOCK SCALE- AS NOTED N.T.S. W.O.NO, 12-03(e } Modular Buildingns Examiner Florida CertHica;fb SMP OOH SHMT E� I THESE PLANS WERE DESIGNED I ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF 130 ME .. I a � f � _ N SKID L„4Yc4uT Q 15 P.S.P. LIVE 125 P.S.R. L1 VE w ���� I LOAD S"r'P02 LOAD SYP02 (L n n a a E WIDTH JOISTS A B WIDTH JOISTS A R 2x1 AT IG"D.G. I1.S' 13• I G-0" 2x1 AT I6"O.C. 11.5" vi u E 8'-0" 2x1 AT r.'O.C.*7K 6" 84" 8'-�" 2xG AT Yo"O.c. 3 t z IE IO'-0" 2x6 AT 16"O.C. 15. 04" 10' 0• 2x6 AT 16"O.C. t8" 81' I I q'-0" 2x6 AT 16"O.C. 21" B1" 1'-i9" 2xG AT 1&e"O.C. 2Y' m, d'-8" 2xG AT r.-'D.G. 25" 81' L'-�" 2xG'AT Yo"O.G. _ 28' 81' 131-0" 2x6 AT yo"O.G. 13'-8" 2x6 AT Kd'O.C. 10" 81" 13' 8" 2x8 AT Kd'O.C. 10" a I' x U t 6'0"UNIT MAY USE 2x4 SYP a3 * �,'-O"UNIT MAY USE 2x1 SYP a3 m n 7K THESE UNITS MAY USE 2xG STP n3 e+ $ E I I Li Li A B A fes/ E WIDTH 'I CHARTLAM OeFLECTION OF L/90 AS PER SECTION TWO TABLE 1 MAX. WALL STUD LENGTHS y f 5118 NOTE 2 of THE 2001 FLORIDA MLONG CODE N �• STIR GRADE MAX.LENGTH STUD = 2x6 09 2x4 N07GF� OR DADO 1 1/2"WIDE x 11/2"DEEP AND SPRANG WIND SPEED IN INCHES LENGTH EXAMFLE 1- RIM JOIST AT I6'AC.FOR FLOOR JOIST ENTIRE LENGTH S.Y.P.02 At 21.O.0 130 MPH .0. 8'-1' 8'-P STUD 11/2'TOP PLA7k OF SIS• 11/2•BOTTOM NJ ATE S.Y.F.a2 AT 16"O.C... 130 MP.H. 119" 94• 81-1"WALL HES II E N a^ _ NOTE - I TOP PLATE f 8011011 PLATE MAY BE ADDED TO STUD LENGTH FOR TOTAL WALL HEIGHT a E� 'Q I - SEE DETAILSTr41L CHART 2 U I 4/A-5 AND 5/A-5 �I� SCALE: NTS "Apmo% ►r DUGUM Q I � o � 4x6 SYPa2 SKIDS WITH 26 GA. UPLIFT STRAP NAILING N1/2"WIDE 1 1/2"DEEP OTCHES LENGTH OF SKIDS O.G. ENURE LEAT NNGTH SCHEDULE POR WALL STUDS I TO ACCOMMODATE FLOOR REv BY DATE JOISTS(TYP.) OC, 24" OC 161, OC I RCR 2-2&-02 OLDC, WHO NUMBER OF NAILS NUMBER OF HAILS OG WIDTH SPEED EACH END OP STRAP WTI, �EACH CIA OF STRAP 0131'0 x 2-1/4' m'0 x 2-1/1' 130 1 13'-8" 130 5 0 0 II'-8" 130 6 111-8' 130 4 0 1? NIRS 10'-0" 130 5 10'-0" 130 3 DATE- 2-22-02 12" LAP SpILICE FASTENED WITH /+ A '// DRAWN BY, RCR 4"LAG SCREWS CHART 1 Date`s ozPlon No.?�?-03� CHECKED 8Y- IFSC E� Approv By RICHARD L.BULLOCK SCALE- AS NOTED ISOMETRIC ��"�� k W.O.NO, I 12-036 SCALE N.T.S. T7( SKID N07CH AND SPLICE Modul I -r wilding Plans Examiner SHeET E Florld�Cerfl/Icate 5MP 003 I THESE PLANS WERE DESIRED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF 130 M.P.N. I a HAT CHANNEL FASTENED (2)5/8'6 MACHROP A-5 - A1 EVERY RAFTER 14TH BOLTS EACH CRIBS 2 V2'z V2"CORRU6A?D - (2)-OYM*O x 2-1/4'LONG MEMBER EACH Sf HAT Ch, ROOF PANES FASTENED C31N NAILS EACH CHANNE - - AT .0e b s 11TH 1/4-114 x 3/1'HWH iKAXXA 0 12'OC d 14'j d t - - 2z1 STUDS AND RAPIERS AT 16' nI 4 2 x1 RAPIER 20 COLLO PLATE OR 21'O.C. r TE u t I IK1 AT 4'-O'O.C.DNDOED i 8 v S v' S F t 1 1/2'x 26 GA.Q9N)SiRAP'' U t i I I AT EACH STIR SEE CHA16'T INTO i DAD JOIST oR.N LIEU I ' ( A•5 " IF c �- r I/A-2 FOR NUMBER OP NAILS OF Iz4 DADO 1�G DEOWG 1 IL 3/1"FL'rt�100[? 2 V2'x V2' CORRUGATED ! < I I SHEATHING PANELS WASTENED W j. i 1 WN O •• L t 2.6 FLOOR JOISTS I� M0 z 11/2'WOW SCREW IOCR Jt a I AT I6.O.G.LB(H t AT b'O.C.(OR EQ)AL) i 1 LL < 6 <I PLYWOOD DECKING a�� =,.,_ S J > HURRICANE CLIP EACH END Or - — 4 SKID TO FLOOR X15 p A 5 20 CON1NLJOUS 6'-0'TO 13'-2'0 WTTd1PLATE <� ----------------- �s F:T.4x(. END WALL- - NO OPENINGS > SECTIO 'I`PS SCALE: I/9"= I'-0" W_ SCALE I/9•'- 1'-0" iY s, � ii ii i i 1 i I 63'MAX.PRAMS) SEE'��B I 11. jj I 1 I (T L) ( i 1 1 SSEE CHART 0 ! t 225' SHEET -6 MAX. j N -V i i 6'-0"TO 13'-8' te 6'0"TO 13'-8" L ' U'. 10'-0"TO I�'8 I to 3 t -/ END WALL WITH WINDOW RNWALL WITH WINDOW Q o END WALL O TH GA►RACxE SCALE i/4"=1'-0" SCALE 1/4"=1 0' 1 W SCALE 1/1"= 1'-0" - til NDI "APPROVED" DOCUMENT REV BY DATE 21' ( JDA 3-f02 M5' 30.5'MAX F�HEADER - SEE CHAKI 8 MAX. SHEET A-6 (TYPICAL) '15.5'MAX. 42'MAX !.0'MAX b 2151P'2 Datean o Plan No.//2-03G DATE• 2-22-02 JACK STUD Approved By RICHARD L.BULLOCK ]EL = EACH SDE DRAWN BY. RGR SILL HWgT �' __—_- ._ � __-__._ --:_. _ _ _ CHECKED BY, FISC_ 2'-0•MIN Modular Building Plans Examine MAY VARY t'- SCALE' AS NOTED Florida C001fieate SMP 003 2x1 SIP 02 W.O.NO, 12-036 JACK STUD EACH SIDE - - 50'-0"nAxalul LENGTH SHEET SIDE WALL OPENING FR,4f"iING SCALE! I/4"=1'-0" THESE PLUS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE FOR A THREE SECOND CzUS2T OF 130 M.P.N. -,.d_." �.�s€� sa�a.�mac:t., �st,�•���,���,t.a�:E;i-.`.•.,. � ��;-' .°,. $�'� __'�. _. �. ,. � --- d) TITEK'OR'ALPINE'PLATES EACH SDE OP ASSEMBLY EMBEDDED 4n HYDRAULICALLY OR BY lJ. ROLLER PRESS p 2x1 TOP P,i 21• ;F0 2x1 TOP P L 21-0. 20 L OC 'n"ri g PLATE NnerAa tNwss X P?ffAel IFUSS LOCATIONS a a a a T11'TEK oR ALPNE'PLATES EACH SDE Q� .. I iswti� of ASSEMBLY EMBEDDED r HYDRAULICALLY ORBY /.11 OA It ROOF � � FOR HEADER � 13L C4 L Z ROLLER PRESS MICH(T)P.) oPTDNAL 3 I/2' N N SEE CHART 8 OVERHANG AT r SHEET A-6 SIDE WALLS lu �i (TYPICAL) Q - a BAu 20 GA.2-1/2'STRAP fit S k O W w 4 Q r N LL Vl r 96'MAx.(SYP FRAME) Ns< �, +j1 r ROOF/4JN` b+ -ASSEM�-Y OPTIONAL BARN x � STYLE OVERHANG _A .„V� q< UA T Vl O N Ix1 AT 110"OL.PADDED J INTO FLOOR JOIST OR.IN LIEU .■ IL x N x OF 1x1 GADO T-G DECKING —20 GA.2-1/2'STRAP I n < _ L 6'-0"-13'-8" r 10'-0"-13'-8" '• LL 4 � � a < > rL snDs PT. -� OR/WALL FRAMING ING OPTIONAL END WALL FRAMING ING OPTI0N4L END WALL FRA1"I IND TYP. SCALE 1/4"' I¢' SCALE: I/4"_ --Q5,0" SCALE' I/4"= I'-0" FLATLE DESIGNATIONS - 'D WALL SHEAR WALL CHART 0 A -,-�.0'x 5.0'M-20 GA. - WIDTH OF z 8 .O'x 5.0'M-16 GA. �aDTHF END WALL SHEAR WALL MAXIMUM LA Z \ BUILDING OPENING CONF-IGURATION LENGTH 'a U 6' Y MAX. A 12' ~—EACH SND NAIL8 Y MAX. A 20' NOT) e' 6 DOOR A IB r L THE WV.MBER OF STUDS MAY VARY DUE TO SIZE of OPENING rd NAL AT TAPERED 2x6 ,SPACING MAY NOT EXCEED 21'O.. /'—�p2 8' 6'pppR B 20' 2.STUD, CEACH STIR S.WINDOW SIZE VARIES FROM 29"TO 36"VERTICAL DIIENSIONS 10' 6'MAX. A 10' t.FOR RfeADER AND SILL DETAILS SEE SHEET A-6 - Yad NAIL AT 2-16d NAILS 10' 8'DOOR A 18' 16"OC. 10, 8'DOOR G 40, 1x1 BELT '---�T,2x6 0`15". G'MAX. A 50' RAIL 8'DOOR A BAIRN STYLE 36' 1'-8'.'" 8'DOOR G 50' OvERHANG DETAIL r3'- 5'MAX, A 50' SCALE: 3/4"=I'-0" SHE WALL C.CMIFKL�ATIONS' 0 . A- GA.2-I/2"STRAP INTERIOR AND EXTERIOR OF BlNL01NG —� isq GA.STRAPS(SEE'A')AND 3/t"PLIWOOD MAILED WITH Z}fr B- O SOLt3 I"x2-t/2"GUN NAILS 3"O.C.EDGES AND 6'O.C.N FIELD _E ERIOK OF BJI.ONG ONLY - . C KIND INTERIOR(SEE'BAFoR FAS ENING) EXTERIOR __--- --_ NDI a "APPROVED" -� 'Plan No. - -' ADProvad BY LOCK 00Cr _ --- Date 1 03 6 UMCN RICHARD L.B � Plan. t�--� i/ j Noc rr e:.ftigi� �003 er Corti(icale 5 j REV BY DATE Q)LAG SCREW. SIIPSON H-3 I"FROM STUD ' I RCR 2-2tr02 FI CENTER STUD (I TOTAL) SI'1PSON H-3 SPIrSON H-3 �-PSON H SIMPSON H-3 -3 �\ THIS SIDE EACH SDE OFCOUTSIDE pUTSDE \ OF Oulsve OF OUTSIDE STUD tAs STUD STUD (2 TOTAL) ( T07AL) DATE' 2-22-02 U TOTAL) SIDE WALL 0)LAG SCREW. SIDE WALL (2)LAG SCREWS. SIDE WALL (2)LAG SCREWS. I"FROM STUD I'FROM STUD 1"FROM STUD DRAWN BY, RCR END WALL (o' AND 8' WIDE UNITS 10' AND 12' WIDE UNITS I�+' WIDE UNITS 9ro DOOR ST �'�'ING DOOR STRAPPING -A DOOR STRAPPING 2 '12" DOOR STRAPPING n CHECKED BY• FsG SCALE 1 1/2" = 1'-0" SCALE 1 1/2" = 1'-0" SGALE 1 1/2" = 1'-0" %GALE I I/2" 1'-0" scALE' As NOTED —-� ---------- -- _— - ---� W.O.NO, 12-036 \ ---------- NOTE- SHEET STRAPPING TYPICAL FOR TNr AND BOTTOM OF STLA i A - 14 TWE51='PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE FOR A THREE SECOND)`GUST OF 130 M.P.N. I 2x9 STIRS AT Yo'OR 29'O.C. /—FLOOR JOIST a SEE CHART 2/A-2 2zSP1GR BUITGD AWNSt SDG WALL 2x1 BOTTOM PLATE (7Yt u `L) CONT. LL i i' PL'M1NOOD a a a a I 2x1 PSD` C;- DECNNG ti tutu IL3 z 2x BLOCKING Q BETWEEN SKDS < SAME SIZE AS O 3" MAX ^�--=- 3-Ot20ro x 25 NAILS ;- RIM JOISTS SGG DG•fAL 7/A-6 OR Al @"O.C.STAGGERED r - 9/A-6 FOR PASiENMG `� TOP f BOTTOM EA.SDE U � � Or RAP7GR AND TOP PLATE� 9/16"x 9"LONG LAG BOLT S 0120'0 x 25 NAGS INTOrHROEACH SKID EACH EACH. T �{ G 4- W 2x9 FLAT BELOW AT 12'O.C.STAGGERED L _ DOL6LE HEADER SDE TO SDE INTO S O c- DOL6LE HEADER 9x6 P.T.SW Q %L N r I 2z9*tw WALL 9x6 P.T. < �. SKID BEYOND ' 1l! LL � > U SKID TO JOIST FASTENING per.. DET _ SECTION (HEADER JOIST FASTEN{NG) n SECTION 3 SCALE•'W4.TS. OPTIONAL OVERHANG DGtAL SCALE i I/2"= I'-0" _ SCALE:I.I/2" &a_ a (2)-0131"x 3-1/2'GUN NAL.S - I / ONE EACH SDE OF RAFTER i TOE-NAILED INTO TOP PLATE AT EACH STUD LOCATION_,-/ C 2�x.SYP a2 RAFTER (] 2x9 SIM a2 '., 2x'Fl��•Q TOP PLATE W. Ltt-STUD - SMMON H-3 CLIP FROM STUD TO - _....e • _ - I TOP PLATE AND STUD TO BOTTOM - PLATE _:-:. __.__:._. .--- 2x9 SYP 02 I V2ixx 26 W.(MIN)Vi'GU AP - BOTTOM PLATE NAIL%0131.0 z 2 U9'GUN I Sr_ VD 2 EACH RAPIER Nw DOCUMW -1 . ALT. DET 1 j., m -. g TION IF- SCALE:I 1/2"=I'-0" n END WALL SECTION___ . SCALE-••I" 1'-0" FOR TYPICAL NOTES.SEE i7f S OCTAL I THIS SHEET Data`�Pian No.(�2`0 3b I A Approved By RICHARD L BULLOCK FULL WD7H FLOOR JOIST(FRONT HEADER) - Modular Buiiding Plans E%aminer I Florida Certificate SMP 003 REV BY DATE 2 1/2"z I/2"GORRUWIED ROOF PANELS FASTENED — 5/Kd x 9'LONG LAG BOLT I RCR 2-26-02 WN9'-14 HWH TRAxx/I EVERY RAFTER CONNECTION 2 JDA 9-1-02 SCREWS A7 n O.C. HAT CHANNEL FASTENED j AT EVERY RAPTER WTH - BETWEEN UN NAILS EACH CHANNEL 3 PIECE HEADER - (2)-5/16'x Y LONG LAG DATE 2-22-02 0IX.1 THROUGH 917 INTO SKID - _ DRAWN BY= RCR W 20 BOTTOM - EC e e CHKED BY, PSC HEADER HH-5 OR H-5 - —.__ _. _ SON H3 HURRICANE TIES SCALE AS NOTED - 9xG F.T.SFV (2)5/8'0 A-325 MACHINED (O6Ee"L)TO OPPOSITE SIMS I BOTS EACH CROSS Of%F-w(FASTEN WTH 8d NAILS W.O.NO= 12-036 MEMBER EACH SDE SECTION (')AIN RAPIER AND(1)N RM ^ sH>:e-r SOMETR I�� (3)PIECE HEADER ATTACHED TO SKIDS ('('fP.PRONT (REE AR OF UNITS) SCALI V2" =1'-0" i N.T.S. (HESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE FOR A THREE SEq,ON0 GUST OF 130 M.P.H. I 2 V2'x V2•CORRUGATED ROOF PANELS PASTENED 8011%2 J j HAT CHANNEL FASTENED W/1/4'-H HWH TRAXX/I kATE 26 GA.STRAP FASTENED //�� _ AT EVERY RAPPER WIN SCREWS AT @'O.C. WITH 0131'0 x 2-1/1'GUN NAILS 0- _ NOTEt USED ON EVERY WALL STUD (2)-0J3i'0 x.2-1/4"LONG PL 10 CONNECT WALL 10 FM JOIST GUN NAILS EACH CHANNEL DECK ..■ F� �i'� ��: its '- OF FLOOR SYSTEM / �ti_� /moi �i A VARIES /�'' RI'1 o a a a a - I'MIN. 2x4 TOP i, + '+. JOIST 0 W iy LL�W T MCAL PLATE I _ �. o 1/2"MIN. 26 GAUGE GALV.STEEL - ✓i� _j IL V'L Z S N V - STRAP WITH 013110 _ O ' - GUN NAILS EACH END - 1 STPSON H-3 0 Q' - OF STRAP,SEE ! 1-1/2"WIDE 26 GA.(MIND. APPROPRIATE CHART i SEE 5/A-6 `•. 2x4 TOP _ STRAP WITH 0131' -_ FOR QUANTITY OF NAILS. . . . . . i ' - �' PLATE _ x 2-I/4"GUN NAILS �—' SEE CHART VA-2 I- - i AND STRAP DETAIL2x FLOOR i b+ �7E, l0/A-6 JOIST u SIMPSON H-3 CLIPS�MAY BE 3"WE 26 GA tYIIN) NTS L PLACED ON THE SAME SIDE STRAP WITH 0131 DET14I L 0 x 1= i OF THE RAFTER,TOP PLATE. x 2-1l4"GUN NAILSr AND STUD PROVOED NONE OF SEE CHART I/A-2 SCALE 1"=1'-0' < 4 I THE 3 PIECES OF WOOD SPLITS. 1%NAD6STRAP DETAIL : Illy LL f2x4 WALL STUD ! I AT 24"OC N01E;USED ON EVERY WALL STUD fP H-g, 3"x 0131 NAIL PROM _ 70 CONNECT WALL TO ROOF SEE 5/A-GPLATE TO JOIST Q 10 i BELOW AT 16"O.C. -1 I'MIN. vARles PLYWJ//� DECKINOG M DECKINGH ADER PIC11/2' o TYAL BEND V I ON ^ 26 GAUGE GALV.STEEL - STRAP WITH 0131.0 .. . . . . . . . . . . c� 5/Ke'x 1"LONG J 2x4 OR / 2x4 OR S3ALE 3"= I'-O" GUN NAILS EACH END 1 LAG SCREW I ,i 2x6 FLOOR JOIST i 2x6 FLOOR JgS7 +' C' _ OF STRAP.SEE PROM PLATE _ APPROPRIATE CHART TO JOIST AT 1 i 1'',, V FOR QUANTITY OF NAILS.-/ 2'MIN. IB"OC MAX "- OR 2x4 OR 2X4 JOIST 2x6 KIM I ?3 2x6 R14 JOIST HEADER _ - - - -- NTS 10 ' ALTERNATE DETAIL DET�RIL .I FADER �.�. SCALE 11 1/2"=1'-O" SCALE 1 1/2"=1'-0' "cor I ON 2x4 WALL STUD 3"x 0131 NAIL FROM - PLATE TO JOIST - BELOW AT L6"O.C. END WALL SILLS � OR 1/2'x,-.LAG = BOLT AT 24^O.C. ' END WALL_H_ EADERS PLYWOOD SPACER 4 HEADER HEADER HEADER HEADER SILL SILL SILL SILL �CYWO, (NON-CON hN000S) _ SZE DETAIL ATERIhL FASTENING SPIE DETAIL TERN FASTENING 7.;;� f 22.5" 3 SPF r2 (2)0131"0 x 3 1/2'LONG CUM NAILS 225' 3 SPF$2 (2)0131"O x 3 1/2"LONG GUN NAILS - --- -----��-- _ EACH END OF HEADED EACH END OF SILL f 4 �IST� NDI " ^ In N 63" 3 SYP 02 (4)0131"0 x 3 1/2'LONG GUW NAILS 63" 3 SYP•2' (1)0131'0 x 3 I/2"LON(a GUN NAILS _ EACH END OF HEAPeW - EACH END OF SILL 2x4 OR 2x6 W"APPROVEW %" I SYF 02 (5)0131'0 x 3 1/2"LONG GUpI NAILS - 57 RM JOIST Rocim+m S EACH END OF HEADEIf _ Ir, '- V 42" 20 GA.x H/4"WIDE TO GROUND ! STRAP UP THE WALL ANCHOR STLA.FASTEN STRAP 10 -_ WALL STLD WITH(5)- F�A`DER OYDI'0 z 2-1/4'GUN NAGS �CCiT I ON ((p)=0C40R STRAP `-SALE: 3" = 1' 0"E:I"= I'-O" _ REV BY DATE SIDE WALL HEADERS' SIDE WALL SILLS I JOA 3-8-02 HEADER HEADER HEADER -HEADER SILL SILL SILL SILL PLYWOOD SPACER 3 V2" 2 AWE SIZE DETAIL nATVRthL FASTENING SM DETAIL MAICKINL FASTENING (NON-CON-ThNUOUS) 3 JDA 4-15-02 (2)0131"0 x 3 1/2'LONG GUIV�NAILS M5" 3 SPP a2 (2)0131'0 x 3 1/2"LONG GUN NAILS 14.5' 3 SPF x2 EACH END OF HEA06 EACH ENO OF SILL - 30.5" 3A SYP 02 (3)IGd COMMON NAIL 30.5" 3 SPF 42 (2)0131 BCH TEND OF SILL NAILS ).;oo �� d EACH END OF HEADEPF SIIPSON H-3 �I°"N°• `�3b =_ (5)rd COMMON NAIL§ (2)Ifed COMMON NAILS HURRICANE LRAPfO ed By RICHARD L.B LOCK w DATE- 2-22-02 42' 2 SYP>,2 EACH END OF HEMI 42" 3 SYP 02 EACH END OF SILL o° m 60' 2 SYP><2 t6)ibd NAIL COMMON NAIL41 60• 3 SYP 02 ENDEAS COMM SLS ;oo ,: DRAWN BYE RCR - EACH END OF HEADEW - ° - Modu or CL 1"1c -v CHECKED BY, FSC _ (B)Ked COMMON NAILS' SAM ON SDE ur, mInAR 15.5" I SYP 02 EACH END Or HEADS O�PPOGONASITE POR ALL FI ida C - `.�w1 = SCALE AS N01ED BUILDINGS EXCEPT = UP TO 12'W M WITH W,O,NO 12-0% S Al W,O.0 .m . - ONLY EOLJRE ONE _ SB7PSON H-3 FOR . EACH CONNECTION. ADER SHEET HEAD -SI CHARY S _ CTIFNN__o LL DETOW L scALe:1 1/2•=r-o" 440 - THESE PLANS RE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF-1130 M.P.H.