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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: DATE FILED: g Z-7 PERMIT# 1-505-(X08) REVISION FEE: RECEIPT# PLANNING &DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITEZZ,S V Vcw,Oc tV- _ y a 5 s _ do 3 ADDRESS: 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: n. •,(�- 1' y� 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: 5T.LUCIE COUNTY CERT.#: 57 Z BUSINESS NAME: QUALIFIERS NAMIEZ� ADDRESS: L 'Sw � CITY: .� SA-L.•a� STATE: ZIP: YQB� PHONE(DAYTIME): '1 Z-g"►(- 1 S FAX: -i-t z 4. OWNER/BUILDER INFORMATION: lv(a NAME: ` ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: N ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: Revised 07/22/2014 R"2v IS Florida Building Code Online Page I of 2 �tiO3 t S�(iQntof SCIS Nome Lou In User Registration j Hot Topic ; Submit Surcharge ; Stats&Facts j Publications FOC Stair j BCIS Slte Map i 'Links Search Businesc6` ,, � SEOdPubApproval i URicUser Regulation Rf�ll�l�7t. , P.,i,ct MmiOval Mrm>>Produrr fir Amibcaggn$earth>Appiianion List>Application Detail j7%zt',. FL Li1968-R `'••--`-'�::lf:'-.-`„-.9-�-_: Application Type Revision '` k ?i}l R" Code version 014 �i•r Application Status Approved P1, tiloam Comments Wi-I Archived z,zu'e;,. r %509 < Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407' (800)432-2204 r „�:°' ' Aw Ask Irodrlguez@easternmetal.com Authorized Signature Bill Feeley ;rn.-•y Irodriguez@easternmetal.com a "MI VZT+IR w-- " Technical Representative Address/Phone/Emall ,• : y t Quality Assurance Representative Address/Phone/Emab «4' CategoryShutters Subcategoryorm Pa Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `/ Evaluation Report•Marocopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr. P1Iy i �L WORK V Evaluation Report i.4ESE PLANS AND ALI,PROPOSED rtl ORK Florida Cleanse PE-44167 Qty gt,l�Er UBJECY TO ANY CORRECTIONS:� Quality Assurance Entity National Accreditation and Mafia alb Quality Assurance Contract Expiration Date 12/31/2015 y� �y p� ii �i A Validated By Frank L,Bernardo,P.E. DIEQuIRED BY FIELD pINSPECTORS THATq ✓: Validation Checklist•Hard46µy 7eCpjti E ImECESSARY I.N ORDER T. c g Certificate of Independence F 11945__R iS�t �25nnaneisCO�MIrP!kLY WITH ALL APPLICA@LE CODES o Referenced Standard and Year(or Standard) ettalldard Year ASTM E330 2002 SSM 12-99 1999 Equivalence or Product Standards _ Certified By 5-0 Sections from the Code ST.LLT�T_I y COUNTY BUILDING DIVISION CONCEALED FASTENERS OR ATTACHMENTS REVIEWED FORCQ�.IAJ�CE ARE THE RESPONSIBILITY OF THE REVIEWED BY DATE t CONTRACTOR OF R pproval Method Method 1 Option D PLANS A1�t�IIT MUST BE KEPT ON JOD OR NO INSPECTION WILL BE MADE. Q � http://www.floridabuilding.org/pr/pr__app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 ----_—ucts Summary of Prod � " '"�"`�������-�' — FL# Model Number or Name Description 11968.1 0;040"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to provide I (2.25'Deep)-Non-HVHZ-Drawing hurricane protection. Number 15.042 Limits of Use Installation Instructions i i Approved for use in HVHZ:No PI-11066 R3 It EASTERN METAL SUPPLY iNC. DRVt✓;-25-3.72 lltif j Approved for use outside HVHZ:Yes Verified By:American Test tab of South Florida Inc. itj[ Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile.Max.span is 12'-0"for+25,-25 p.s.f,and 4'-0' Ft,1!968 R3 AF FA9TFkN METAL SUPPLY INt PFR DPWy.15- I j ror+125,-130 p.s.f.for sections 1,3,4,6,7,8,8A,9 and 11.See40 2_ndt sheet 10 or installation drawing number 08.14S for other spans and Created by Independent Third Party:Yes pressures. I { 1968. 0.050'Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to provide !{ j (2.25"Deep)-Non-HVHZ-Drawing hurricane protection. I j Number 15.044 j Limits of Use Installation Instructions Approved for use In HVHZ:No EL:1.0-0..R_3__I EASTERN M -PLr iNC. DRtY4x,,'(a 4..i. f Approved for use outside HVHZ:Yas Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports .Other:Large Missile.Max.span is 12'-11"for+30,-30 p:s.f.and 8'-2" FLI1966 R3 AE EAST-P I M=..Ai,$,I PPLY P.E.R. DR'f.+G,1,5-D elf 'for+75,-80 p.s.r.for mountings without"h"header.See sheet s or Created by Independent Third Party:Yes Installation drawer for other spans.and pressures. 24 Gage Galvanized Bertha Steel Storm corrugated galvanized steel storm panels retained or not by tracks to 11968.3 m Panel(2.25'Deep)-Non-HVHZ-Drawing provide hurricane protection. i Number 15-043 j Limits'of Use Installation Instructions j Approved for use In HVHZ:No FL119ti8 P.3 11 EASTERN M4JA it Y I DR V.t2 1.5- 4's.Iji f Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes treated by Independent Third Party:Yes j Design Pressure:N/A Evaluation Reports Other:Large MlSslle.Max,span is 9'-8'for+30,-40 p.s.f.and T-2"for F1.1 196$ R4 AE EASTERN METAL SUPPLY INC FFR Q,RyfG! j +70,-80 p.s.f.for panels mounted without'H'header,See sheet 4 oro 13.ndf Installation drawing number 08.142 for other spans and pressures. 1 Created by Independent Third Party:Yes j i 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by tracks to 1DrawIng Number 15-046 provide hurricane protection. Limps of Use Installation Instructions j Approved for use In HVHZ:No FL11968 R3 Li EASTERN f4CTAJ.'�UPPLYJMI DRVIG,ti-046.odf i Approved for use outside HVHZ:Yes Verified By:American Test tab of South Florida Inc. j Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports Other:Large Missile.Max/span Is 10'-0'for+28,-28 p.s.f.A.S.D,and FL119.ii.$..,.R, -_-gg5'r(;,,Rt�„ho( t,;- tp .•Y trsG P.14.Frz., r>R W1'>.1 F- i 4'-0"for+105,-110 P.O.A.S.D desgin load,See sheet 3 of installation 046.ndt drawings for other spans and pressures. I Created by Independent Third Party.Yes .Ift Camact Us::1940 north Monroe Street.Tallahaieee Fi.72399 Phone,850.467-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Stotemenun ActeMIl)I ity Statement::Refund.Statement Under Florida law,emall addresses are public records,if you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.467.1395.-Pursuant to section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,T.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee,However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an emall address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click 1)m. ProductApproval Accepts: Crtitirltl'\S I:1'fti[',1' r http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsxYIe 4opODf... 7/16/2015 z- GENERAL r.swo PANEL wmv LW Ods PRDDUCr LvAtu4wm DOTAAaNr(PEAT HAS 9L'CN LER,'r�R'D rw CLYIPLWJL£W ACCORAWC£ Nolm W77N WE 2014(5N EWM)DF 7N£flOR04 BLaaM CODE:DOS STORY PMU 29H4U A17L BE OLSTAUM AT MCH VSLOCVY $1)ACMVUM CMBEOMEIIT LSF 7A°Cae,ACO PM'd/UTE.AND Cr TM-OMP ANCHORS LOAD CONCRETE&OCK { , FD.WMAIE ZONES(ditUR-RAGE/BADWARO COUN11ESk UWT SIAU BC 7 114? 1 J/8'FOR ZWC MUN ANCHORS AND 1 1/8'FOR RED HIAA DM49MT S££LE ANGAORS DEMV WHO LOCKS S1(4U BE DETBWPZTD AS PER=7XW 16W OF 7W AWW L£NRONEO CODE 82)7/8'CALK-N AIILTIORS S1WL BE ENDRELY EMBEDDED WO THE CaU RETE&.OGY 11.42 NO EWEEOMENT LMO STUCCO fVi R A WXV" AS REWMED 8Y DE M7150CWN KCRE 7HtSE SIAMERS W a D£m4rNi-10 AND SHALL 6E IERMITIM 1/410-20 SCREWS USED SWI 8E 1 1/2'LONG ICHNUM-WWLO SW=DFM.AMD 1' FOR A a7M=0NALDY FACTOR Kd"OA5,USWC ASW 7-10 FOR 09ALLATKNHS UNDER 2016 TBC AND SHALL AN"UM FOR WALLS WTMI NO sn=o NOr EXCEED TRF lL"WX(A.SO.)DEM PRf.AERE RAMVVS 00--A=ON SHEETS 5 7HRU 9. 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'j' so�rwars I ©SMODED PLATF S• -�-/�,'4� FLORIDA BUILDING CODE(Non High Ve%cl Hu7ricone,Zone) iQ r 1 L /1n' v4 y t; o v7s M=ac 0.050"BMW ALUMINUM STIJRM PANEL rR7 ,• �---- ,:• T' 1 fi (2nr 25'DEEP) awer;- 7t• ✓tv RQ _ o7lz4h5 EASTERN ACETAL SUPPLY, INC ats IL E C O 1 N,. 4270 MS q1�S aR 7 1b 3/16'xJ'x1l`LONG WA[1 PLAT£ �c rwr resruro•rarcrx ..cowp l 'fir PWr f�L n.SN07 .. � ac,. sF sa,•,a.,, rt.v�.. Is�v+v(55rJapj-axa.rcr(sellu7-rr.6 15-044 rxc,yrs•_r r �. -.r,1)F. � 61`�`•r '7a-aimlo lxn_rm7 .o��. ... awws.o na ` rxrrxti ratJr t rc au,r•fff ,` f'.u i•:' {. ..�l' rtat>rH t;c 41)67 s,arr u a rt CIL. TOP!RACK (SEE l:0ArP0l.'EM$SHEET 1A OF 9) CONCRETE ANCHORS(SEE SCHEDULE} O O O O a 11-•��---T------•--_�_�-�-1-__�_T•-�-y-�r_1-�-.�-- _•'_T. _-�'-�-�----�'_T-T_-T.T_f-T---rr-rT� r 1 r r i t r r O W) W z w ttr Pir- o y A P I A w CONCRE7­1 ANCHORS(SEE SCHEDULE)— t Kn. sorrow rRecrr ORM PANEL TYPICAL ELEVA (SEECONPORErrt$-WaT 1-V {-1/4'Max. CAP II 1'a �. 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Wt Y.4AVA"11MR) AM7CJ DLY7 9//AVl-@ Y335FGF ,Sf I €� @a a.fJli£.,aa O f2 0.G r .», -,K ALC A'`OLOD scT 0.4 • ucc krlF,/fFfNt.£J14N�L6dS MpWRS ?'Aft}- rrEarrtafowzw I i_.t•.. 1. .1 lilt rsEr sexlEant Jaa 1 rim cahoffm V - .._............_.__ _�. ..._....._... - r cs I COXCRM \ 1 �.a emote ttoc vo" I e� 4 I i tet, s '—s(�Co t C r�+ 9 C-L i -\ I sr9aw"MMis MP,4Ct7 I i o. nrJr D 1 t r•emmrcv I aau UAW I -© �, � x sw.t7 WN ra I I r a I i sip."a I 1v M4M I v -..�...I�,.------ --I---- . ArEAlerE tEG Laf4Gd// m>leD.Jfr1no.mGy �J/ash/7/eJ 4* w1C. vr D . i carr / EOR tC t ! ...,___ S om I w.tti. I BLOCK wYF. i l ltrDJY1LD ,,. , r aparn �l. ,._ // I/ haat/!' CUR-/A ALL POWM Satta-sEr--7 auarm cvc�rr' i / 1-4 / EX AMAW"01C MAU"nrenneWM 0-20 S.s ruamts ' 1 1 ,sLecaem' l I lsfE setitDt,4[rM VA=)• . owom s Awrx o 1J.a•W-Cm> 1 BIX.Y w/AStI d F4�:�frR i./':aK.rxK n m QCo T4W.riS WX-a tR t2CD xYV�' .TaCi+MS rl rDht[ D 72'0.G 93 .tl lOR.. smJ E D. iptµl ft'n 7:cWLT L:a lrrL":almtE raxswaci 11 QaN. !:r StrftDf6L 1Ge srx�cJ BUILD OUT INSTALLATION CEIUNG & FLOOR MOUNTING CEILING & FLOOR MOUNTING ALL MOUNTING INSTALLATION-(& M. — SECTION 5 sour,J/H-e r INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCAR:718`_1' SCAt£:J1g-a!- SG1LF:J/B'a 1. -SC'RE1FS USfD A71v4L70.4S M sE 714-0-20�' ,7 L7�rf Q ae 1141 20 TRuss Wsa Beer sLrawr av 70Cuss •SOC MLK BXM AW J/4 iKr/JJ7,8R' ND1a1DaOF SCREW W1 M*Vl AS PFR NPrFS A2 d a2 rgAM7 a g cast I r/�rs j i�r:• E A�[ter��i av •tivt�ss xw ecrs ase riz-a.rnr•ncx trr�c I J9Y O.MG1+C Mf7 D BiieET 6 d 7J a<t0�54'�'w/iD4CCDf M FLR M77L5 A3 t I NOTE MR CDNatN NM OF SECT NS u I 1Y,ttllfLol�RIGr.A+G AfOtt.'VIN;.`SECIKY/S CA7✓!K' 1::10111 It)t 't/I rr7 Ava pi�w,o ----E a CWJ60,'M 01 tivr 1wr RJ st/mxir t+xau tTranL .��'\�� '• /J.��/i, FLORIDA BUILDING CODE(Non High Velocll Nurrlcone Ion D) rste srsmumt c>rrRtEt e:. 'rE J c`SZ�~ kA:S�'.�'$�i Dn15 mum ac 0.050'BERTH4 ALU1.gNDM STORM PANEL /•.ur. rxri t•rD (22.5 DEEP} awme FLOOR MOUNTING INSTALLATION ?<' �•--••—•.—"�"'� EASTERN METAL SUPPLY, INC a���s w ". etc. s^se atsr D�1r.' SECTION 5A scLCE:Ila s r _ Yas7Rswa,t rr JJYJ7 nr•� u",7C::iDID d pSw wNm CQNAANi' /'�Y ua.0 xa.s.sn rs w.sa cmn.s n.vise a'.�7t+E' rue rsSl)elt-rrla 15-044 i„'�'• .�y' Aw t 7rRYJr t..SV.Yq[r.F�i1!�'1L1 et. p'orb D S .c %.�eC^ •'C\f7�� f(L76Ot l u787 -VW i ar 7t .':r(/rlt ff1iltitl14Yl4Y\` 7-7 seam cawftiEa ' OR VAhV3 3' (,_ I 7 c m 1Xawex 1•r J•X UDY Jr03 It-N dW ` 3 �A} t4•,i7t•& X �-76.trt�Y 1 t 0.I, �F A \\ mrAxtnE aR � trArE lacus. mTr AnrJlass o r1'o.c ac�- -.A 6 art• 25C0•ICn. .+._:::J` wmetan°cu r A 1•ytra, A 1 oiinc I Ziri OIAIXX�J AW. �®�0 1. . 1'X 4•Y.115- / 52 ?� \\ Q?©O.4®PPO 70 72X 5• .pSS' AEDMM1E IEC b=WN J1P5-N. LVW L04f-TS ALLOY 7i 1 \ CR Ct M—�E frYjl.AWn.AAGCE / CR.0M'JFC5-Hl SWU l4T.4.At- 0 2 .&RT 4'X 4.4.0T2' LSM!PATE 0 1f P c J703-NtI A PMJ-76 HLOY W/.kCJ:M17? Cont Ap,gx A1,C.£ r . CASE 1/4'(Plan) S=C' 114' CASE 8 (Plan) CASE C Cf. SCAM (Qla CASED (Plan) s r' SCA • 1/9'v i" SCAMr/9'.+ 1•. END CLOSURES DETAILS sca=' 1/4'- r- MAXIMUM A.S.O. DESIGN PRESSURE RATING AND CORRESPONDING MAXIMUM PANEL LENGTHORc 'E oc«r ,m SCHEDULE FOR A GIVEN PANEL SYSTEM A-9 (cFrrnluslPv —x PP cw'LrarE&acx 7AKON ANCTMYtS P7 W.4L RLiYO A'-'Pxr,sot m st7 / ASO.v ua.pL�t)r. n1 (S&r SOMME 1ne PRISStAr RA1TM7 / N£NVI[tDSCD Al 1 E 1 NumcAr c}anus YOlLV7NC •h•/�.tCQTW/ w= /R I1YRL W L2?IWPP EVwfIM d/(�'i 5 !2'-1i' 12=.f1` 12'-)1• 1 m � i•u-v'auW TO -J5.0 7r2r'--121•• 1 r92 r-=41 21-' 1r2/-'-121-' S1E•aPMAARMtTXW ASS tCt X .......... +J0 -90.0 12'-0' '"•� / ��7/3' 'p'Al . ° +40.0 -45.0 Ow, t CASSE—fAL[•E^I/(Plan) +45-0. Plan)+45.0.-50.0 10'-7• l0'-4- 10'-7- Rr7r I[a7 +50.0. -55.0 70'-0' 10'-0' Ev ST0 taNr SECTION ® ) Pr +) +55.0.-6.0 9'-7" e-e• 9'-; cTMC Wu O1 J ACQUR D / TYP. TOP/BOTTOM ♦00.0. -65:0 9=2' 7-9' 9'-2' tAPMV AMJX3¢SM AU"r 5MV-SET +65.0. -70.0 g•_g' 7L2• g•_9+ (Sir SaCXgr MR SPAOSO) ttttlltPlttHlt0l WALL MOUNTING 1NST4FMiT*lT7.,, r70.0, -75.0 a=6- 6=g• 6'-5- SECTION 9.`���J• t •'� '' FLORIDA BUILDING CODE (Non Nigh Velody Nutricone Zone) o»rs rent.Ac 0.050'BERTHA ALUINNUM STORM PANEL raL +75.0, -MO 6'-J' 8-2• SCA!£:3/6'v 1 �' 40619 (225-DEEP) tiw.vW Lm ii0• NO7F,slwruu�l FANEL;t�vcrN is J'-a• �' EASTERN METAL SUPPLY, INC sr :�� IL ECO 1M�. .T�.�iT mr nwr TCsyw.,A L'NGO,EERTWG cOYPAM' WT PAW ascK 2 JJW7 s ss i..�ror ua�e a m,a fnhs7;•fsal)mteay.rAe:fsmT9a-Vic 15-044 HE .,'` raw.n.,1J•1L>•Ti-rur _ ( mI 0.FA'JWC Wb V Wit- �\ =A .Pr. m ri a 4ft17 r Gr Ii rrililr•• r yam' rra st7Avur 4mwrs aofarm Aw�lo1 sresc MAXlMI)M A s I� DESIGN PRESSURE RATlNI (ps d AND CORRESPONDING MAXIMUM ANC.NOR \��`�� '�R• /f//� �' `-=%' /ml1 A 0541r A8:4 DLGiT/rl>W Alm FM'Q rL7�11 11M4IIt Wri1L PAhC/p'IN iG4A mar E D.m Lar L75TAhCr SPACING SCHEDULF FOR INSTALLATION INTO CONCRETE AND CONCRETE BLOCK STRUCTURES • ;'�4� / get y /M MUNI M ANQOW SA4MV FAP G a s J 1/Y•• APPIK�E m 4ttaw A.e.. AR WY Moon SPACAC ft7R G A J r/2'•• ^�: �b 6r. 1;.i P�Ct E6t f' ,6 zum AND mw^e CgK-14 SdD-37 PAhUWTM Cr rM-Imp /k � TAACP/S �� r CNX-er SRnd�r rMLtWRS 7UP-YRP •� M .1 (P�61 m ro ro m m m ro ro ro m ro m 1Y IwfM i ( m to m ro ro mlasTr KAsvR,•oxccnr Marawr moalr MCIn�• usawr ta+cALTr wcvalr mK9trT Masorar Ltrtasr6 rxsorer mrn're llasus+r LLM�Ch2T6 MazrrRr ew..rrT r+4aowTr Lnwocrr wsa�wr .......•••`y. \ ra. , 11' - /2'+ - r2• - _ - 11' - 12• - r f2W) D• _ Y++ - y - - 12• - b• r/L/fl! u ~ \\\ 1aT LL 6• /z'}r 12' !z' S• lz' 12• Tr r2- 12' T !,9f(60171MQ J2' s' 1T++ IO' fz' i' 7T l2• 12' �9 1/2• 9• S' r,s*(eorroer) 12' - /1'++ - 12 - 11' 12• 12• - 12' - z 9r(w) i1' - 9'++ - 72• t2• 12• 12' - 9' - z glow) rY 6• 1Z•++ 1T 12 S• - - 12• 12' r2' Y 2 1wrm) 12' 3• It j.+ to' !2' 4' - - 12. 9 1/2• 9' 3' 2(BOlIOM) 12' 6- -12"+4 /2• 12' 3' - - 12' 72• 72' Y 2A(6ar7LIV) 12' S' rt'++ to- 12' s' - - U• 9 r/2• 9' S' �.(sones) /Jia-49C .IY - 12'4 - r2' - - - r2• - 12, - J&4,OW) 9•-o• -A9 12' T4 - 00p) 1z' - 9• - 3 8.4(mP) d•-o'm p' c t2 f4 !2 1?' s - - r2' f2' fY J NoTm) 04 ro 7T s ++ 70' i2' - 12' 9 I/29' 3• J(6onav) CR 4314-WO 12' 6• 12'++ 12' 12' S• - - !2' r2' r2• Y 4(DOrlOY) 471a-829 IY 3• 411. W - IZ9 1/2' 9' S' 4(ionr-}fY++ 72• +2' - !Y - 6(lo-) 10' - r/" - 12' - I2' 9• - 3 00p) Iz' 6• 72•++ rz' ' Iz' Iz' r2• Y s(80=4 12• it, ro' • r - IY 19+/r 9' S• 3(sorrow) B' - - - 8• - - - 72' - - - 6_(vorrom) 6• _ _ i _ 6• _ _ _ 9• 34 80 rc 1/2- _ _ 0w 9' - _ S• - - - - 7 reP 8• - - - 6' - - - 11'_ _ _ _ 7(A7TFOW 6' - _ _ 6- - _ _ 8 _ _ _ 7(bORW+) 12 - 12• t2' !2' r?' - - a(7f.Y+/wrrw) - _ - - 12• - 12 12' 71' 6' - - (70P/80rmrr (WP) rr' i• 9•+'1 6' 11- J. 1. 12' la' 8' 7 r/2- 4- 1.0(oO7T0M) ro• 1• e'++ r 10' J. rz• rz• rt' Y 6 r/Z' - r,si(m ow) rY 12' 12' - 71/2- - 2 9t(70P) 10' - 7•i4 - 2•` - 12' 12• 11'-j—6 r/2• - 2,9t(MP) Ir' 4• 9'+� d' 11' J' - - lY B' 71/z' r 2160TTW+J 107 J' Je•'i T� to- 3• - - ..l2 ._1 T' 61/2• J r/2• 2(607QV) 11• 4- 9-++ 8- Yll' J' - - 12, e' 7 1/Y t' 21(60—) 10' 4' 8'++ 7' -`10, J' - - 12' T' 6 i/2• 3 1/2' 2A f60lrow it- - - - 12' - 7112- - 3&4(WP) Issa-660 10' - .6•++ - 10- _ _ _ J2• 5112- - 3&4(TCP) t0 it- 4' fl'++� 6- 7T' J• - — r2' a- 7 W- 4' 3 foo"oM) A8=0' TO10' J' S'++ 7' rc" J' - ~_—X 12• 7• 6112' J 1/2' J(6onm >d=0• 45".-500 W 4' 9'++ 8' /!' J. - - r2' 8' 7 f/2' 4- 4(60T70M) m 4754-dao 10• J• s•++ 7• f0' J' - - ft' Y 6 r/z' 3 1/1• 4 feOTTmap m It' - 91++1 - ti' - � - /2• E - 7 r/z' - s pw+) 10• - e' - Io' - - - IY 16 1/2' - s(mP) I7' C fl•++ e' 71' Y - - 12' a' 17 1/2• 4• 5(wrrw) 9' J' 9'++ Y 9' J' -- - 12' 6 r/2• 6.1/Y J 1/X S(WITOw) 6• - - 6' - - - e t/2' - - - 6(ra°) 6' - - - 6 - - - 7 1/2' - - - 6(r0P) 3' - - - 3' - •. •. Y ( - - - 6(sormM) S' - - - 3' - --- ----6 1%2' - - - 6(LarmLQ -....._...___...........-.... — 1 4• _ _ _ 4• �r 4' - - ! - 4. _ _ - s 1/2• - - - 517(Arl -,`• _ _ _ 6- _ - - 6 1/2' - ( 7.(87ImM) I' - - 4' - _ _ 6. - '7(WnW u' 12• 6' - - (+0°/617r7� _ _ _ I _ 6• _ 12, 72' r2' 6' - - (7LV'/8 not" FACTOR + MY TAPMH ANDWRS OR ALL PowT SU1.W-!a'T Auoow roe NLRR/rLRRO SdCncm P. AUM E D. ++ AACNDW SPACM MYAPP.VRE m 1AM4C AAAW A'Ch= FLORIDA BUILDING CODE (Non Hlgh. Vetoclby,NMMcone Zone) 2AIN:94XN SEr 99ET 7 k a MR AhChOL4 m.&SPACM9 raw M7AUArrns 040 9a0D fRA do o,T91d ncrccn,Ac 0,050"BE727lfA ALU/AINUM STORM PANEL TNC1'r /014I60L7 rtLN-N .SOWm-IiST 0.74-ow Grp•-w= 1cs • Lt=KW AA000M SPA8A M AW MW Trig J 1/2'1=CM WCE (2.25'DEEP) raE4ea 1m .86 .73 .78. r.00 1 FOR E A LW TKW J 1/2:REPUM AWMR SPAM4 6r fMWW.a SEASTERN METAL SUPPLY, INC 0A0�,/�t5 .... ...._._ it XRK?1A77 A4CA1",.r WCON W.5'CW CW 8Y THE 3 1/2' - ,71 .So - .8o FACTORS(Min.E a MR GV 1/2 FOR SMA-SET S G t t. ECO INC. 42M apt POWs nett --....."._.....___._..._. PARFSAW rS 2 t/2:ANO s 1/z•ED( SPAA7A;ifa45). _ _ _ FOR AES Ll°fRAAOMI m P.E'ArADE't�SPAaNCS RL�t¢Ja1r FROM AP4[T7MG ALrOYE mor rTsnre a 6wcPr6ralwe csMPAnr apT PXM etAu!rt sxm 15-D44 Y .30 FACTORS MWL J.Nor R=T ON SPAMW CESS AWL J'FOR ALL ANaMs!(T=r f ¢m we sa st tc r ami¢rt stn PIKM_'+(Jfil)20A.Gdt FR(66r.W 1-1Tt6 _._...._.._........_..... w•..'(a¢L1tar-uro, Bw,Yn.rsr err u. eaaaa 1 1 2• .JS +IS'FOR RFJ/laT ANL7K2LSJ. 66-Oro6TN ' 18 ran Hero. O9Awne M I Lo' A te!!7 d'.P.L', as SkiTT l W n /[M91 r" M169