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<br />.�
<br />- .
<br />(C) To 17OS w WDOD (MIT F'x• ANTIN _ . D. R Atka.
<br />1. STORM PANEL 5HOWFM GI4 TFMS PRODUCT 00LU ATXM4 DOCUMENT (PLO•) HAS BEEN VERIFIED FOR COMPLIANCE N ACDOROANCE
<br />- 1/4'71 TA UM ANCHOM, : S 1UNUFACTUR€D BY LT<W. B ILDEX INC.
<br />WT 4 THE 2N4 (5th EDITION) OF THE FLORIDA MONO CODE, THIS STOFNI PANEL SHAD- NOT BE INSTALLED AT HIGH
<br />- {14-10 PANELMATE FEMALE II AND PANELL ATE PLUS ANCHOT , AS MAN ACNIED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY RI ME ZONES (MMMM-DAOE / BiiOIr= COUNTIES).
<br />- 1/4'0 LAMS SCREWS N.D.S.
<br />DESIGN WINO LOADS SHALL CIETERMUHED AS PER SECTION IWO OF THE ABOVE MENTIONED COM FOR A BASIC WIND
<br />- 711VO x 5/3' WIM DSlS•iW. AS DISTRIBUTED BY ALL POINT SCREW, BOLT ,k SPECIALTY CO.
<br />SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL .VALL BE INSTALLED, AND FOR A INFO FACTOR'
<br />OD•OZ% USING ASOE 7--10 AND SHALL NO DCEED THE MAXIMUM (AS.D.) DEIGN PRESSURE RATINGS INDrATED ON SHEETS
<br />C.1) MINIMUM THREADED PENETRATION INTO WOODOF TAF'r&L1M AMCfIiRS SHALL BE 1 IJ2' END 2` FOR E1.00 PAIF].MATE PLUS
<br />3. 9 7HRU 12 E 17, 1a
<br />AND PM�iMALE FDAALE 10,
<br />IN ORDER TO VERNRY THE ABOVE iGON�EION, ULTIMATE DESIGNNNPm LOADS DETERMINED PER ASCE 7-t0 SHALL. BE FiRST
<br />REDUCED TO A-&D.•IICSt'Ga! PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPNtE THESE W/ MAX. (AS.D.)
<br />C.2) MINIMUM THREADED PEHETRAT ; OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL. BE 1 1j2". NO TMTEAOED
<br />DESIGN PRESSURE RATINGS INDICATED 00 SIHEEI 3, 9 THRU 12 & 17. 18.
<br />PMETPAT t INTO 5TUC60 94ALL BE CONSIDEREDAS PART OF THE REDUERED 110WAM Pv4a.Tal.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.(i. AS TLSTE3U WERE NOT OVER STD, A 331 INCREASE IN ALLOWABLE
<br />STNffSS FOR WIND LOAM WAS JZM USED N THOR AN&YSIS. FASTENERS SPACING TO WOOD HAS B" DETERMINED IN
<br />C.3) MINIMUM EDGE DUANCE OF LAG SCREW& INTO WOOD $HALL BE AS iNDMCMTED IN THIS DRAWLING
<br />ACCORDANCE WITH MAS.- 2012
<br />STORM PANELS ADEQILU.Y FOR IMPACT AND WIND RESISTANCE WAS BEEN VEBRFT D IN A.00ORDANCE WITH SECTION 1602.1.2 OF
<br />CA) LRIMMUM PawrRAmN OF WOOD BUSHY 944L BE 5J8". 1/4" N-20 SCREWS USED SHALL BE t 112' LONG UNTMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAN OF SOUTH FLORIDA REPORTS fW14.01-01 AND "U12-09, AS
<br />SHOULD Snx= Emu, AND i' MINIMUM FOR WALLS WON NO STUCCO'
<br />PER SSTD 12.-99 & ASTMM E 330-02 STANDARDS. AND AMERIC7N TESTING LAB SOUTH FLORIDA fREPtiRr j1123.01-14 A$ PER
<br />t� AND AS E CALCULATIONS PERFORMED IN SECTION leD+t 1H£
<br />CS) IN CASE THAT PRECAST STONE- OR PRECAST CONCRETE PANELS, MUCCO OR WOOD BOARDS BE FOUND ON THE D3SW
<br />FLORIDACODE.
<br />WALL• ANCHORS SH O-L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAffT.S,
<br />WALL.
<br />ANCHORAGE SHALL BE AS MENTIONED IN C. 1), $c GA)
<br />2. ALL ALUMINUM DaRUSIOHS TO BE 8063" -T6 ALLOY AND TEMPTER, (UNLESS OTrERWT5E NOTED), SEE ET 2
<br />(D) ANCHORS SHALL BE MTALiED FTJLiOIMIItG ALL OF THE RECOMMENuATIOM AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER.
<br />3, ALL ALLIMOM SHM METAL USED At CLOSURES SHALL HAVE 310"14 ALL7'.Tf
<br />S. PANELS MY ALSO BE INSTALLED HORIZONTALLY FOLLOWING ITIVIALt.ATON DEIFYS SHOWN ON SECTION 1 THROUGH 6 (ITS 4
<br />4, ALL SIM SHEET METAL PANES SHALL HAVE STRUCTURAL QUALM STEEL. ASTM A-853 GRADE 80 MItNtUM, G-60 GALVAIHIZEO
<br />THIiOUCEH 6) EXCEPT THAT HEADERS{" *0 SHALL NOT BE USED. _
<br />STEED. DESX ARON W/F'Y- 92,2 kH (AFTER ROLLED).
<br />9. IT SHUIL.L BE THE EESPONSIBILM OF Tiff CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 5 TO BE
<br />S. ALL SCREWS TO BE STAMM STEAL 304 OR 316 A51 SERIES OR CORROSION Rfs}SfANT COATED CARBON STEEL AS PER DIMATTACHED
<br />70 INSURE AHD THIS AHTHIS SHUTTER SHALL. ONLY BE ATTACHED TO CONNCRETE• BLOCK OR WOOD FRAME
<br />50016 W/" 50 W'HELD STRENGTH AND 90 W TENSILE STRiNGTH AND STIALL COMPLY W/ Timm BUILDING COPE SECTION
<br />2411.3.3.4.
<br />10. EACH REGULAR SHORN PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1. 2 4. 5, 6 AND A.TEIRFIAA11VE5 M. 3W & 4iW ON
<br />& BOLT'$ TO BE ASTM A-307 GAIJ ANt2E€i STEEL.. OR ANSI 304 SERIES STAINLESS SiL7].., WITH 36 la6 M 81M1M1 VELD STRENGTH.
<br />SHEETS 4. 5. 6 k 7 RESPECITYMY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INST'I�TING OWNER OR TENANT TO
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WAR NINQ.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS,-
<br />it. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CWTI UOUS CONTACT WITH
<br />TO MOSiE1G -
<br />THE BUILDING TO PR£VEhOT WARD/WHIN WRUSION.
<br />- t14lo TAPCON AHCHORS AS MoUITURACrAW BY LT.W.. DIAtMr, INC, (Mm fo M22 pa.P.)
<br />12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INO2GTED PI 7HIS - PLUS ANY MOLDING AND TONING RECOLATONS
<br />- 1/4" �A x 71W CALK --UN ANCHORS, AS MANUFACTURED BY POWERS iFASTL7'NERS INC.
<br />PROVIDED BY THE JUMSDICTION WHERE PERMIT IS APPLIED TO. '
<br />- 1/4's x 3/4" SOLID -SET ANC140M AS DNSTPoDUTED BY ALL POW SCREW. DOLT & SPECIALTY CO.
<br />ATIOUN
<br />13. (a) THE PRODUCT EVALUATION DOCUMENT (PX PREPARED BY THE ENGINEER fS GE14 IC AND DOES NOT PROVIDE INFORMATION
<br />- 114-10 PMEILMMATE FEMALE', TO PANFLl1ATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUL`TS,
<br />FOR A SITE SPECIFIC PROTECT; T.M. INHERE SITE CONDITIONS DEVIATE FROM THE P.E.D.
<br />- -T/Wi IAI.iAC MAILN AWOFiORS. AS MANUFACTURED BY POWERS FASTENERS. INC.
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCFASE AND INSTALLATION I4A NG LIFE SAFETY OF THIS PRODUCT
<br />Ai} MINIM EMBEDMENT OF TAoCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4": 2` FOR ELCO PANEI.MATE AND
<br />BASED ON THIS PSA PRONGED HE/SHE DOES NOT DEVIATE FROM THE CdNMDfl10MS TE.TALED ON THIS DOCUMENT
<br />CONSTRICTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY,
<br />1 3/4' MR ZAMMC NAI.1N ANOHDRS,
<br />A,2) O UC•-04 & SOLID -SET MOMS SHALL BE DAUM 7/8' INTO T}E POURED CONCRETE NO WO
<br />(C) THIS EVALUATION DOCUMENT WILL BE CONSIDEM INV&M IF MODI EM
<br />STUCCO SHALL BE PERMITTW. 1/4" e-20 SCAEIWS USW SHN.L. BE 1 1/2" LOG MINIMUM SHOULD STUCCO E OEs. ,
<br />(d) SITE $PE3CtRC PROJECCs SHALL BE MffPA�D BY A FT.ORIDA RECI3Tm EN61 W OR ARCHITECT WHICH WILL BECOME THE
<br />AND 1' MINIMUM FOR WALLS WITH NO SIl)(x0, HAND MAY BE HEADED SCREWS ALL THREADED SCTt S W/0 WAD.ENO,INFER
<br />OF RECORD (E.O.R.) FOR THE Pi WM AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH iMiNfi HRtT3,
<br />PROPER USE OF THE P.EDC ENGINEER OF lIL`ORD, ACTING AS A ➢EIEGATE1 ENGINEXR TO THE
<br />P.E& ENGIE:ER, $HALL SUBMIT TYA THIS NATTER THE SITE WECFIC DRAWINGS FOR ITEM.
<br />A.3) N CASE THAT PRECAST SMIL PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOW BMW BE FOUND ON THE
<br />DBS'TNG MALL OR FLOOR. ANCHORS SHALL FE LANs; ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PA1EX&
<br />(e) THIS PXA SHALL BEAR THE DATE AND ORIGINAL SEA. AND SI NA ME OF 7HE PROFESSIONAL
<br />ANCHORAC.€ SMALL BE AS M4ENCTIOffD IN AI) AM IN A2).
<br />ENGINEETt OF RECORD THAT PREPARED TT_
<br />(B) TO NC Blom •r 1 M "0.
<br />14. 9FNUT'Ttit � LAlT SHALL K ILO OFF A TiE11DM.Y LOCKIM AMP MOM
<br />- 1/4' a TAPCON ANCHOR$ AS MMWUFACTURE7D BY I. T. W. BtRLDfJL INC
<br />PANEL SNUTIIR IN 1MLH SBT111AM 1710;Dt,2 OF; FIDWA OWING,(SOD& ONE LABEL
<br />BE PIARM FOR EYEiNY N)P@liB iABEIt is ODIiLY WITH5 71011 1710a3 OF TIDE
<br />- 1/4' 0 x 7/0' CMX-N ANCHORS, AS M ANUFACTUM BY POWERS FASTENERS INC.
<br />ftarwAt r Com
<br />- 1/4 # X 3/4' SOW -SET ANCHORS. AS DISTHIBUTELT Err ALL PC4INT SCREW. DOLT a S AL.TY CO.
<br />- 114-10'PAFELIAW FEMALE ID AM ME -WE PLUS AMC%M. AS MANUFACTURW BY ELCO OONSiRUC DN PRODWIS,
<br />- 1 J4" • ZAIJAC XPI W ANCHORS, AS MANUFA:TURED, BY POWERS FASTENERS, NC.
<br />ILI) NOR"EMBEDMENT OF TAPCOR M040M ELCO PAMELMATES AND ZAMAC MUM ANCHOR, INTO THE CONCRETE
<br />* d FLORIDA BUILIt%NG 000E Nan H i1 Yala4 HurHtaane 2;onM)
<br />BLOCK UNIT SHALL BE 1 1/41%
<br />a :• r rMn13742TM1M rRe 24 CAGE "LVA ZED STfT'7. STONM PNBR FAL
<br />8.2) CALK --IN & SOLD -SET pNC>IORS SHALL BE EMBEDDED 7/6" INTO THE CONCRETE BLOCK UNIT. NO EMNEDMENT INTO
<br />r
<br />STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE t 1/2' LONG MINIMUM SHOULD STUCCO DUST,
<br />■ /► 'AL �IQN �PRODiJCTS LILC,
<br />E C ��
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO.
<br />iL LN'C• r aIW
<br />"a+ rf87rtAM t AMOL30ER a CO/rAW 40DD 511. 6# T
<br />Y; INMCr tT. 3*714
<br />B. N CASE THAT PRECAST OR PSf (XI±CT$,TE P
<br />3) - STONE, AIR% STUCCO OR WOOD BOARDS IEEE E ON THE
<br />x. Ara, a'e. r S/S ndHw tMret 6 Jnw 15-0
<br />=: '� 0I214 ..' �a`<'M nip.dn0 or-7m. Ae, s•P Q,_,o, MMM (M 4)W-7M, FM (HNW�a
<br />DOSING WAL4 ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />~ '"""• ""'°'•"10°' �.. av� r4.- �.. oPAoow �
<br />•�
<br />R
<br />A>OWAGE SHALLBE AS MENTIONED IN ELI) AND IN 8.2).
<br />_ AA WAMIt 1I1A'!,t P.E. m aa.err A - 3eM2I 1 UIF 1M
<br />CONCRETE ANCHORS
<br />(SEE 9CHEQIE ON
<br />--
<br />SHEETS I THROUGH 10)
<br />CONS ANCHORS
<br />(SIBE SCHEDULE ON
<br />$•EEi3 9 THRDUCH
<br />1` MtA.L�e li
<br />d 9j4• a,L
<br />5_aa
<br />ELT r FOOT DISTANCE
<br />FOR COMNILMION OF nDNs.
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 do 10) COMBINED IN AW WAY TO QUIT ANY
<br />NSTALLAIM.
<br />^8* ) EdSMIiG WOOD
<br />BEAM FMZXRM STRUCTUW
<br />AOEQUWY OF 1 194G WOOD
<br />BEAM TO BE CwwIM BY
<br />REGISTERED ENGINEER OR
<br />RCHffECr PRIOR TO SHUTTER
<br />ADWALLATIOK
<br />PaD
<br />CONCRETIE OR
<br />11E BUQ
<br />CONCRETE ANCHORS
<br />HOXR.S
<br />(SEE srHEDDLE CND.
<br />SHETS 9 Imcuuum iri)
<br />SEE #NUM
<br />ON SIEEY_ 3)
<br />/f ONE.Y MIRiEM SOLD
<br />SST CJ AAN ANCHORS
<br />ARE USED & WA/ (0 *TEN
<br />PANELNAM ANC M
<br />ARE USED,
<br />WALL IITING
<br />SECTION 2
<br />5/ALE 3/8w.1SCALE 3/8-1"
<br />.........
<br />FLORIDA BUILDING CODE (Mon iffg
<br />V
<br />"
<br />�a
<br />•W NIy,4rHIMI- II.bG
<br />�
<br />�
<br />�.�'.
<br />I�+NW
<br />1
<br />31
<br />f
<br />19
<br />/�
<br />trr�rwl
<br />Mil. SEPARATION TO CUSS, I
<br />M�(BEE SOIHEIM ON SHEEP 3) lox
<br />a- t!4'«-21hcr "L'
<br />1" MAXNPANEL LENGTH
<br />MET. t£NGT}i ( 9Ct1EikA.E
<br />,.e,',.•.. f - Vll i E A CN SHEET 3)
<br />f4OTE FOR ,('(IIIIFII�QF'1illQ�'
<br />1. INSTALLATION ARE ONM.Y VAUD FOR MAX. A.S.D.
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATNGG ( s.f) AND PANEL LENGTH
<br />COMDINI D N ANY WAY TO SUIT AM AS PER SCHEDULES ON SHEET 3
<br />B FA LATLON• 2. FOR NEW WOOD FRAME 0ON TRUCT#ft WOOD
<br />MiE)ABERS TO BE SOUTHERN PINE No 2. WJ SPECIFIC
<br />DENSRY OF 0.55 OR 04UAL.
<br />9
<br />L
<br />� -s;r•
<br />y,
<br />Ew
<br />BUILD-OLfT I1IOUNTING
<br />AMBNA 41W
<br />LAAAAt '`. •1��
<br />w
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<br />®2ar3 MmA ""n
<br />24 CAOE GALVANEM0 STET. STORM PANEL
<br />FALL
<br />wouW.
<br />L E C O INC.
<br />SAL MTECTM PROCIM SA Lac.
<br />NEED SIX 6t 3IMW
<br />Dom, FL =14
<br />rxsnw
<br />Ai. ,
<br />15-022
<br />6xW m••+,�. ¢q �Nrmr
<br />.•.+rwlsr.r
<br />R (s6•)DA-70;H6. vrm ( '1j1AAF•d7Mt
<br />OroAIRHD Hac
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<br />raw
<br />,esr ea
<br />Na ota $
<br />,
<br />m �s.sr ,
<br />-
<br />RYE1I T aF T6
<br />A 11117P.�£.
<br />� 07
<br />SAFETY-Z HANGSYSTEMS
<br />(SCALY 1/2-1 )
<br />1&125' (TOTAL -WIDTH)- 2.167'
<br />CF'-�--s•.""� tJ4' iIYP )- .37 ' .125` .V4nE e $ 1/a
<br />,500' t i 1, t1 1 Ta0' .186` tO" Gay E 11 )•
<br />I Rea' lifk!
<br />DL124 WN. THCif L 3.375
<br />S tt" 13G'
<br />EDGE e
<br />GN.INNI;EA .�,P low'
<br />' ORAx 8o ONNUM fi'fiaf
<br />i 2.TZS`
<br />L�.-DETAIL A O-Rx8 GAM .OB4" I.-1-FAp^'_`I }
<br />1.350' (1) nm PANEL. 1.350' �_..........--------
<br />A� .a. 2ADQ'
<br />FROM LEFT To RANI 1J2 LEG" IIR a ANGLE WTTTI STUD
<br />AT ETD AT t�FT OF PA7E7.
<br />A 0.024• (1)
<br />^S END L .375' .. GALVN4ti;E0 STEEL
<br />W/ AEUMED,
<br />x.LLi'P" *0... or
<br />'* 1HA1L ,t33` M.27O'
<br />\ 4.e25 a 0.250 f
<br />1,#H7' N.62S'
<br />H
<br />ISOAif TR( YIEVIT j IL A 13r 15 t �5'1
<br />R� CORNER 4 ENDS OF PANELS k
<br />2.378' END UP W/ HEMMED EDGE_ _ .$25 .12r
<br />(HM T.S) 375
<br />TIP. 607itXA
<br />3.750` 2.500' 091' h167' � HQLE WASHEIr." EDDE FPwH�.
<br />A72^ (TYP•) 31O5-HIS4 ALUM, ALLOY 'XEX }ii3Ll� AI 'E EL .750`
<br />2.1
<br />OE1'
<br />1.25D" SUES 2 1 /B" '(Taw.)
<br />IL Aw
<br />�2.0 H' 2400' 3„75O'
<br />I9r
<br />I23' R
<br />2.648` tr.116"'
<br />" ..X...•.[4!1 lML a 'SG• (TYP )
<br />L--•----1- MAW, TO S' wx
<br />� O 1 w T.BA 1'ltt+�EL HANGER
<br />Mel -To ALLOY
<br />1 1 4" W! )
<br />),._.� (USE ONLY FOR E Z HANG STORM PANEL
<br />.311' .470" .278' I�R. - ri{L ST'-rEM) 6053-18 ALUM, ALLOY
<br />1 i '011�F- ` .0 �„ ..., f �r FLORIDA BUILDING CODE Hen F6 h MsNoe H4r13eaP1e 2ran6
<br />17-P+ e6d`
<br />Rea' r23' ?'ti'r MN- MIN e F ... 02013 nJW4 Ar 24 DBE GALV D REEL. STORM PANEL 6 A �
<br />LL -
<br />asa'
<br />L INN. / 1L E C 0 MMMe. GLOBAL PROTECTION PRODf, TS. LI C o' '
<br />' O FW
<br />STA E i ., 4a Wt - 3M,#
<br />1 IHD=MM or 14 8U1Ld-OUT "F' TRACE $ WASHEMD WiNGNLCC 'ss lJ`' C U - t"o mK ++cera tsdsi -xNa € D 116+3 -amr 15-022
<br />to aoD3a7s ... .�..... �.. ., .� oRw�ua
<br />TRACE ANGLE (7ALAAC 3 ALLOY} +iaA� Nk7wA AAUP A-, PE
<br />�.. _
<br />_ . -.-__ --_ low 2 1d
<br />MAN
<br />----
<br />�, �...... . c�
<br />.'":.fir_.,
<br />1
<br />■■
<br />iII!
<br />CONCREM ANCHOR:
<br />(SEE SCHEDULE ON
<br />SFEEi5 9 THROUGH 10)
<br />SCALE 3/8-1"
<br />POURED 001109HF, 00
<br />Blow an -2w lYODO
<br />CASE A (PLAhI)
<br />SCALE 1/4'-t'
<br />CASE E PLANS
<br />SCALE 1/4'-1"
<br />M'^„- Lac ttxa•11 1°r1Ni
<br />E 91A10N}t 3.9.s. Ns.
<br />1- i"11J 7hR
<br />ti HJP O.C. .
<br />s 6i/4' ae
<br />4
<br />vibm
<br />PANEL UNG714
<br />(SEE SCHEDULE
<br />I
<br />1 MEP. f
<br />I
<br />Fa R SPACERS
<br />I S&PARAAW
<br />Be SCHEDULE
<br />TO CLAM
<br />(SEE SWEMLE
<br />ON SHEM
<br />ti t14P� 't.•
<br />WwL
<br />ales -f-n PAL
<br />LENGTH F I
<br />tflffiN fl1UH 4)
<br />(sa SgiE7i1A,.E
<br />€7tfii.,.j I
<br />{ SHEET
<br />3)
<br />3)
<br />Of "L' I
<br />OF `ti
<br />I
<br />IT
<br />C
<br />I
<br />1
<br />-• l
<br />--.•
<br />ODOC tETE ANCHORS
<br />1
<br />(SEE SC14MULE ON '
<br />SHM73 9 THROUGH 10)
<br />.-.{ ip I2 1/e LONG WX. ALUMINUM
<br />`V $PACERS 0 5 Ile O.C. VAUD FOR
<br />00STING POURED
<br />ALL DETMGN LOADS AND PANEL -
<br />LD. {S PER SHMOR 3.
<br />UIRED�E BLOCKI'
<br />�
<br />U&X LONG ALUMMNDM SPACE" 0
<br />-
<br />12 1/-- D.C. (SEE TABLE #1 ON
<br />WAIL YOUI!T1NG /CURL:a
<br />SHEETS 9 &IZ
<br />MO PACERS( t
<br />SEOQN B
<br />SCALE V8,,i'
<br />OR cQHCRM BLOCK
<br />2. rRAHPE
<br />1, UM
<br />P11lIR® - !� [ 1J4'f x i 3/4' Tmval 2 tJ2'
<br />2^x4' vi" HRAM9 1 IL-4 QR4 ANrivUi B tY a�
<br />1
<br />1
<br />I
<br />1 1' -
<br />Y x 2' x .HISS' Ta NEC' iJ1uwH
<br />TM= W< L <H35 2s A�LiAL ANDLE�aR GaHI.
<br />.OBE 37061114154 SHEET
<br />-x!/
<br />I YEFAL. ALUM. �dii H:A7F
<br />M� 1/4'
<br />1/4-0 4' x 4" x Xr
<br />0 Ir O.C. 3 HH 41. E T6 AuDY
<br />iI/AVMX
<br />SCAT@ IJ4'-1' SCALE 1/4"=1'
<br />1
<br />OR
<br />BLOCK
<br />1
<br />1
<br />1 1
<br />YAM
<br />,�4
<br />N
<br />1 )
<br />t 1
<br />M awas
<br />9iFJ47P® I8t/�tS # d -
<br />ut
<br />rat[
<br />Atiy}#,A�IRI�
<br />CASE E (PLA�N7
<br />SALE 1/4- Ale, A . -
<br />BUILDING WIDE
<br />2" x 3' x .1N',E` 3105 H-14
<br />6063-T'd N1ffI OCW. ALUM
<br />AHQE MATH 1/4'4 x 1 S/4
<br />TfPiDN C Ir RC.
<br />CAVE'
<br />tJ
<br />POUTED rim CD
<br />MOLIXWOO 2`xlr• MOOD
<br />CASE _D ,(PLAN)
<br />SCALE 1/4'-i'
<br />_ wlulk-sa AXE c"-MIA
<br />vtoo
<br />a rA3MZ oW
<br />DR
<br />PAWEIANIE PULE( SEES
<br />NMHO •..DFUYXMJC ON SHEle'TB 8.
<br />to 11)
<br />QASE G 42LANI
<br />SCALE 1/4 -l'
<br />VAUD FOR OBJECT MOUNT INSTA.IAMN ONLY A
<br />CF3R nEO PANEL INSTALLATION AT WALLS W/
<br />SURFACE LEVEL VAMA NNS WITHIN 3/4-
<br />IBM M7J ANaHD>I� FRONT de
<br />REM RAN613 MULLEL10
<br />WILL 0dLM CUT €10 P101E7.)
<br />tTt
<br />:vr _ , q 4I
<br />,.N
<br />MAXIMUM PANEL LENGTH
<br />sL+" OR "L-' (ft.) 0
<br />MWIM UM A.S.D.
<br />F RAT&46i
<br />GoNCRE7E a mp
<br />CALLA TICINS i
<br />20.0
<br />rr-0'
<br />tr O'
<br />a5a
<br />rr�A"
<br />Tr'»e'
<br />JOA
<br />to'=9'
<br />3a0
<br />10-ra'
<br />!a'-0Y'
<br />404
<br />Sao
<br />w-tom
<br />d`-4-
<br />5ao
<br />W-e
<br />a'-o-
<br />60.0
<br />ar_r
<br />7 "-r
<br />fi33,0 -
<br />W r
<br />7=4`
<br />7Eaa
<br />r»e'
<br />r-o-
<br />75a
<br />8O.6
<br />r-2•
<br />C=Y
<br />d10
<br />r-o-
<br />e'-a'
<br />LRLO
<br />$,-•a•
<br />4r-r
<br />Os:O
<br />r-a,
<br />e-a"
<br />roan
<br />C-3'
<br />3-TY
<br />rtao
<br />d=r
<br />7rSA
<br />-
<br />5'-8'
<br />r7R8
<br />S�I,E�H�iS i1,r� �.AT, �Ft�i
<br />END WITH TRMCbCS I�-.�-Lk11L=�"� Qft �
<br />IN= MOUKMQ A� END* D.Ai.• <?J_t
<br />kv, @ Dr
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ff,) 0
<br />114ka Hb A.M
<br />DESM
<br />PRESSURE RATING
<br />CONCRETE t WOOD
<br />*W41404 t
<br />Llaa
<br />14'-4"
<br />13-0'
<br />r,.0
<br />r,� ro•
<br />ri=r
<br />30A
<br />rr`-s`
<br />ra'-r _
<br />JAO
<br />ra=r0'
<br />W-a'
<br />40.0
<br />440
<br />s.-r"
<br />der
<br />BGA
<br />a=Y~
<br />e'-r
<br />510
<br />Ni'-3'
<br />r-R'
<br />8"
<br />a`-e
<br />r-r
<br />do.a
<br />r-a-
<br />r-r
<br />Tao
<br />Y--s'
<br />eY-rr'
<br />no
<br />r-s•-
<br />aa0
<br />Rao
<br />I
<br />e-J`
<br />Sao
<br />4r-9'
<br />d'-r"
<br />Me
<br />rai4
<br />d' i'
<br />5-4,
<br />trio
<br />-
<br />4'-ta'
<br />rTAd
<br />4=8"
<br />PANEL LENGTH
<br />Cs!)UNNESTWED
<br />••,• •• MINIMUM SEPARAION TO GLASS SCHEMU
<br />WHO SPEED 4 140 m.ph
<br />WD SPEED > 140 m.ph
<br />RMTRAM
<br />30 OR LESS
<br />1'
<br />1"
<br />aN
<br />6 tJ4'
<br />>33 TO 90
<br />1"
<br />1'
<br />7 1/2`
<br />7 t1r
<br />>90'70 145
<br />7'
<br />1"
<br />7 1/2'
<br />7 lJ2'
<br />>14570
<br />1`
<br />1"
<br />-
<br />7 1/2"
<br />MINIMUM PANEL Imo( (in) FOR A GIVEN MOUNTING MMOITTON
<br />03��©�
<br />[a]
<br />i
<br />10r11IT7klz
<br />iN�ii�
<br />1tiFu'�'
<br />►its t•F - ` L
<br />mill
<br />F1,
<br />Two �GLA� 1
<br />cW am i
<br />ON
<br />EEY 3)
<br />A 12 1/2- O.C.
<br />WOOD AWJ40RS
<br />(SEE' SCHEDULE
<br />s
<br />SH n7 11)
<br />t MAIL
<br />PANED. LE,RH
<br />(E SCHIEDUL
<br />ON SHEET 5)
<br />1
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. AS,D.
<br />0MG N PRESSURE RATING (p,&f) AND PANEL LEt'OTHS
<br />! AS PER SCIiEDULES ON SHEET 3 (EXCEPT FOR
<br />ALTERNATE 2W)
<br />2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MFJMBER5 TO BE SOuMM PINE No 2. W/ SPECIFIC
<br />0r74S1iY OF O,SS OR EQUAL
<br />1/4, 3/4, 4/5. SAS & 6/5
<br />f WIS. 2W/6, 3W/7 & 4W/7
<br />r M k%
<br />LfIN 2/4 1/4, 3/4. 4/5, 5/s & 6/5 t`
<br />1 W/6. 2W/6. 3W/7 Lt 4W/7
<br />(SEE SCHEDULE" ON ITS 0. ib $tr 1) t
<br />REGULAR STORM PANEL 01) ELEVATION
<br />t/4' Mmx. GAP
<br />Oat OIFRIAP -1 VADLE v4Ler)
<br />Zow
<br />WAX. GAP t SECTION A -A
<br />Noll is - -
<br />gi1) L- ulauuA ALiAM az PANEL tEMH No A GNEN P'OWIVE A.S.D. DES" N:DAO-
<br />I -: VAX. NIMBLE PANIL UDWH FOR A C11" ]EMONE A.SM DESICH LOW
<br />(2) PROCEDURE TO DETEMAK MAmmum PANEL U3
<br />ad" A POSITIVE ASD. DE AN LOAD, 017EIRIANE MAJOMULL PANEL UEMTH •L+' FROM SCHEDULE. •�
<br />GWEN A NEGATM A.SA DEAN LOAD. DEMME MAYDMUM PANEL LENGTH 'L--' FROM SCHSDUUE,
<br />FINAL MAXIYLiI NLDWAZ PANEL LEHHFH 18 EQUAL TO THE 1MWL W DETERMINED PANET.. LENGTH
<br />SEMEN W AM
<br />0) SEE 304 ULE 6EOM FOR ball PANEL tENCIH FIR POROSTIY QILMJFl613100.
<br />t NMALLATiONNS INTO WOOD NE MOM TO * 96 Pxf MAIL A.SX OESGN N RAIBIS
<br />" FOR Wx ASA, DESIGN LOADS k UAW, PNIM 1"11 % FOR
<br />4RWM IB USM
<br />FLORIDA BUIL IDINIC' o (Non High woetty HuuUT11 ano Zone
<br />Ik' )$ s 4201S an= Kra 24 GPM GALVAt = STEEL Simi PALL 1FJLL
<br />6r
<br />w L I E C 0 M e_ GLOBAL PROTECTION PRDDUG`M ITC, a3j� •
<br />C M 48MD L S1 STI AIMT
<br />shy iDX ,.'tC t� 3milM a aw #rmA M ~ANY ROAL R, 3=4 15-G22
<br />'.✓V / ,.....,.' � N,.. aag , 5 V3n'cr Tar rrra (SWA6e-7545. TAX Wee arMs
<br />- r� ..Drat rxw Mxx
<br />P � iMV.r91A��rP r m Alyv a - -..' ypy7 3 aF 16
<br />SHEET 3)
<br />SEPARATION TO at SATED
<br />ON SNffT 3 MAY BE FEDUCED TO 1/4'
<br />AS L04 AS THE FOUDWND CUNDITIONS
<br />ATE vmT
<br />(1) MAXIMUM ASO DES! PRESSURE
<br />RATING is HHO, -65 pwf.
<br />W MA%" STORM PANEL L.ENM7H IS
<br />72.
<br />(3) STOW PANEL. INSTALLATION Is ONLY
<br />IWO ANN DOS LNG WOOD E TR WALL
<br />(4) O&TALLATTON VALID ONLY FOR WLN
<br />ZONES 1, 2 & 3 PER A"
<br />Jose-06.
<br />N M... - i '�+ i i.� M ,. S. _I f' tJ it M L M •L •
<br />ad -
<br />MAX. A$.0.
<br />M OMUM ANCHORS SPACING FOR MN F-0. PER BELOW -
<br />APPUCASIE
<br />sEanoms.
<br />tyQUM18t
<br />A.SA.
<br />IIAXTO
<br />M,AIHDIFAI AWC*IOA.S SPAt011NG FC;R MNN ED. PFR Sik9W1)f.E BELOW
<br />TO SECDONS
<br />SM SIM II FOR ANCHORS UKis 6PADRt6 FOR M60A1sATIOUS INTO WOW FRAME BlLDINUSI
<br />+ uffUUM MCHOR WPAC*M06 AND MNFM UTA WX 01B"ING'E ARE 1181M`OOD ON IM SC EDU E FOR E.0.
<br />LESS THAN W CAIFD TARN SCHEDULE F&DUE ANCHOR SPAYING BY FgI.T'=MYWs iPMWIO S116MM1 ON
<br />SCHEDULE EN THE FQLLOW4 FACTORS. FOR TH6 OPERUM To �` P0691BCE. REDUCED SPACM
<br />OBTWED USING FACTOR %IA L. NOT BE LESS THAN Mt1LMU WAM MWAAIM FOR EAM A1[IR TYPE
<br />ON THIS SMSPAL -.
<br />Af1O2IDR TYPE
<br />1/4"o
<br />VIVO
<br />-.
<br />i/4'o
<br />1/4 s
<br />1/4"s
<br />I/eff
<br />wrow
<br />her
<br />FAIIEU=
<br />faNRwpanal
<br />MINIMU M ANF9IOR SP (p,)
<br />3
<br />3
<br />-x
<br />3
<br />3
<br />R 1/Y
<br />2 1/2
<br />NeNYwA WaWWFXMOk)
<br />3
<br />I/r
<br />r
<br />$
<br />,.. $ yr
<br />3
<br />OISTM'PfY H !tali(
<br />3
<br />> 11r
<br />3 1/r
<br />3 1/2
<br />3 Ile
<br />4
<br />ACPIJAL SM D 0.
<br />FACTOR
<br />t 1/r
<br />0.45
<br />-
<br />..
<br />Lai
<br />3
<br />LMD
<br />Iare
<br />-
<br />+m
<br />-
<br />1M63
<br />3 ! ,
<br />••
<br />1LID
<br />LAD
<br />-
<br />1P0
<br />1.00
<br />- SPACINCIS ONLY VALID WHEN SPACER IS USED. SEE JOE #1 FOR MAN( AS D
<br />DESIGNL LOADS & MWG PANEL LENGM WHEN SPACER "IS USED.
<br />IMLL91,
<br />A
<br />ALS.D. DESIGN LOAD
<br />PANEL
<br />LENM
<br />40 PSF OR LESS
<br />61-e
<br />> 40 PSF TT7 50 PSF
<br />> 50 PSF TO 60 PSF
<br />W-10'
<br />A ►AX. PANEL LENGTHS ARE ON VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ 0 SPACER AT 12 1/2` D.C.
<br />FLORIDA BUILDING CODE Hon N h !!!Laj HuTTHaane Za"
<br />*260 nUZM ANC,
<br />�L E Lr tNa.
<br />24 OAK GACVAHM SrM ST&W PANEL
<br />tAwAL eP
<br />GLOBAL P3f47Enm PRODIICM LLC
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<br />HM,r C PL9 AP7-no . p, a t or-mJ
<br />4$di LC1L & M1MFFa
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<br />niom O'iA)+o-TSPD. Fax: (f64)iRIP-0a1
<br />15-022
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<br />SHEET NO.
<br />SH 1.4
<br />
|