|
4/4-0 TkPOON A2tRS. AS MANUFACTURED, BY I.T.W. BIALDEX INC.
<br />OM MR 11111111IN (C) .10 EXISTING WOW GRAVITY. 0 - pm WL�-
<br />1. STORM PANEL SHOWN ON THIS Ag�i� DMOM
<br />MENT (P.M) HAS SUN VERIFIED MR COMPLIANCE 94 ACCORDANCE m
<br />WITH THE 2014 (ft EDITION) OF THIE FLORIDA OUWM CODE. THIS STORM PAINEL SHALL NOT BE INSTA14D AT HIGH #14-10 FAMELIAIME FEMALE ID AND RANELMATE PUIS ANCHOM AS MANUFAMRED BY ELOD CONSTRUCTION PROOLICTS.
<br />VELOCITY HURRICANE ZONES BIRINIARD, COUNTIES). �4*t�f SCRM PER KM
<br />5/8- WOOD GU%GNG, AS DISTRIBUTED BY ALL POINT SCREIII. DOLT & SPECIALTY CO.
<br />DE" WIND LOADS SHALL BE DETERMINED AS PM SeMON 160 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND 7
<br />SPEED, AS ReWAFIED W THE JURISDICTION WHERE STOW PANO, WILL BE INSTALLED. AND FOR A UIRECTIONALFTY FACIOR
<br />KD-O.m USING ASCE 7-10 AND SHALL NO EMEED IRE MkXIMUM (A.SM.) DESIGN PRESSURE RkTmm INDICATED ON SHEETS C.1) miNiUuM THREWED FENETRAnEN INTO WOW OF TAPCON ANCHORS 514ALL BE I 1/2� AM 2- FOR ELCO PMELAATE PLUS
<br />AND PAMEIAIALE FEMALE ItX
<br />1 9 THRU 12 & 17, 1&
<br />IN OEM TO VERIRY THE AW4E CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 04ALL BE FIRST
<br />REDUCED TO A.&D DESIGN PRESSURE RATING BY MULTIPLYING THEM BY OX IN ORDER TO COMPARE 04M W/ MAX. (A.S.D.) C.2) h%ZUMT=S= "Ek IFTED THE WOW EiME UNIT SHALL BE 1 1/2' NO 71AZEADIED
<br />P RA =OF LAG I
<br />DESIGN PRESSURE RKEINICS INOWW ON SHEETS 3. 9 THRU 12 & 17, It BE CONSIDERED AS PART OF THE REGUM TWEADIED Mkikkif&
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.M AS I EST WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE
<br />STRESS MR WIND MOM *AS = USED IN THEIR ANAL.YSIS. FASTENERS SPACING 10 WOW HAS BEEN MOON" IN CZ� MINIMUM EDM DWANCE OF LAD SCREW INTO WOW SHALL DIC AS INDICA70 IN THIS ORAMNG
<br />ACCORDANCE WIT14 NJELS, 2012. LON% MINIMUM
<br />a- *-20 SCREWS USED SHou BE 1 1/2
<br />STORM PANEILS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED W ACCORDA40E WITH SwnON 1609.1.2 OF CA) MINIMUM PENETRATION OF WOOD BUSHUG SHALL BE S/ . 1/4
<br />THE ABOVE MENTIONED CODE AS PER AMMAN TEST LAS OF SOUTH FLORIDA REPORTS f0ff AND "QM09, AS SHOULD STUCCO EAST. AM I' MINIMUFM FOR WALLS WITH NO STILIOCO,
<br />PER SSTID 12-99 111 ASM E 330-02 STANDARDS. AND AMERICAN TESM LAB SOUTH FLORIDA, REPORT J1123.01-10 AS PER
<br />M*-201 AM TAS-M PROTOCOM AND AS PER M.CULATM PERFORMED IN ACCORDANCE W/ SEC CIS) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STLICCO OR WOOD BOARDS BE POLNU ON THE E)MTTW
<br />-�Z)N 16D4 OF THE
<br />IIIIALL ANCHORS WALL BE LONG ENOUGH TO REACH THE MAIN STWMRE 004NO SUM PANELS
<br />FLORIDA SUILDINIS CODE. ANCHOItAGE SHALL. BE AS MENTIONED IN CA), C.2) & Q4)
<br />2, ALL ALUMINUM DITRUSIONS TO BE W63-TG ALLDY AND TEMPEEL (UNLESS OTHERWISE NOTED), SEE SHEET 2
<br />(0) ANCHORS SHAILL BE IHSTXLED FIDIULOMI10 ALL OF -THE RECOMMENDATIONS AND SPECIFICATIONS OF THE AMCHWS MAKFAC'IURM.
<br />3, ALL ALUMINIM SHEET METAL USED AT CLOSURES SHALL RAVE 3105-1414 ALLOY,
<br />S. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS Sm^ ON SECTION I THROLCH 6 (simm 4
<br />4, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL, QUALITY STEEL ASTW A-653 MADE 80 MMUK 0-60 GAUVANIZED THROLIGH 5) VXEPT THAT WADERSO *19 SHALL NOT BE USM.
<br />9. IT SHALL RE THE RESPONSIBILIN OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE _MXTU;IE WHERE SHUTTER M TO IFE
<br />STM DESIGNATION W/FY- 92-2 W (AFTER FNWM)L
<br />COATED CARBON STEEL AS PER BIN
<br />5� ALL SCREWS TO BE STAINLESS STEEL 30,4 OR 316 AIM SERIES OR CORROSID14 RES SWAMF ATTACHED To R*AW- PROPER ANCHORAGE, M SHUTTER SHALL ONLY GE AITACHED TO CONCRETE MA)CK OR WOOD FRAME
<br />50018 W/ 50 k1i YIELD STRENGTH AND 90 k9i TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA StALD"G, OWE SECTION BUILDINGS.
<br />10, FACH REGULAR STORM PANEL WITH LENGTHS (hER 90'. AS PER SECTIONS 1. Z 4. 5� 6 AND ALTEF04MW IWI, 5W & 4W ON
<br />6 BOTTS TO BE ASTM A SHEM 4. 5, 6 At 7 RIESIPECTNIIELf; SML KANE A LEGIBLE AND READILY VISIBLE MWOW NSTRUCTM O"ER OR TENANT 70
<br />-307 QN.VANIZED STM, Oft AIM 304 SERIES STAINLESS STEEL WITH 36 k3l MINIMUM YIELD SrREMGTH. SECURE
<br />PO4CLS WITH APPLICABLE REINFORCEMENT DUFRING PERIODS OF HURRICANE WARNING�
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS:
<br />11, THE INSTALLATION COMMA" IS TO SM/CAULK ALI, SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PIRWENT WIND/MN INTRUSION.
<br />W To msnific POURED,
<br />1/4'0 TAPCON ANCHORS AS MANUFACTURED BY t.T.W. BUIDEX INC. (Mim r*-3192 p�!.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH INWATED, IN 7M DRAWING PLUS ANY WRONG AND b.'WING FNEWLAT*NS
<br />Ile -IN ANCHORS, AS MANUFACTIMED BY POWERS FASTENERS 04C PROADED Ff THE JURISDICTION W"ERE PERMIT IS APPLIED TO.
<br />0 x 7/6' COAX
<br />1/4'0 If VC SOUD-SET ANCHOR% AS DISTRIBUTED BY ALL POW SCRE% DOLT & SPECIALTY CID.
<br />(16L fc�3030 ;I�I) 13. (a) THIS PRODUL7 EVXUAIOM D=AAENT (PXA) PREPARED Er( THIS ENGINIEER IS GENERIC AND DOM NOT PKTME INIFORMATION
<br />FOR A SM SPECIFIC PROoECT, to. WHERE THE WE CONDITIONS DEVIATE FROM 7HF FZD.
<br />CONSTRUCTION PRODUCTSL
<br />04-to PAWLmATIE Fuma v & PmmmAim PUm ANCHORS. As kqwxruRm BY Etca
<br />1/410 ZAMAC WILIN ANCHORS. AS M0fNU1FACtURED BY POWERS FASTENERS. INC.
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELEMION. PURCK45E AND IMSTAILIAMON MLONG LIFE SAFETY OF THIS PRODUCT
<br />ki) MINIMUM EMBEDMENT OF TAPCCN ANCHORS WTO POURED CONCRETE SHALL BE I 31,C; 2' FOR LLCO PANV-MOkTE AM BIASED ON TF-IIS PJEA PROVIDED HVSHE DOES HOT DEVIATE FROM RE CONDITIONSIDUMM ON TwS ommm
<br />I 31e MR ZAAW WJN ANCHORS CONS71RUCTION1 SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY,
<br />A2) CAIUK* & SOUD-W ANCHORS SHALL BE EMBEDDED, 7/Ar IWO THE POURED CONCRETE NO MEEDMENT 11410
<br />(c) THIS PRODUCT EV&UATION DOCUMENT' WU BE CONSIDERED INVALID IF MODIFIEM
<br />STUCCCI SHALL BE PERNFITED. 1/4- *-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STU= Exrg, (d) SITE SPECIFC PROJECTS SHALL BE PREPARED Of A FLORIDA REGISTERED ENCINEEFI! OR ARCHITECT WKCH WILL BECOME THE
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO, NO MAY BE HEADED WAM OR ALL THREAM Smwm W/O HEAD�
<br />BUT WITH AIM NUTS. ENGINEER Or RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONS-311BU FOR THE
<br />PROPER USE OF THE PSA ENGINEER OF FWWD. ACTING AS A DELEGATED ENGINEER TO THE
<br />PX& ENGINEER, SHALL SUBMIT TO THIS FATTER THE SITE SPECIFIC DRAWINGS FOR REVEW
<br />A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANU-S, PAMERS, STUCCO, OR WOW BOARDS BE FOUND ON
<br />00STING WALL OR FLOOR, ANCHORS SHALL HE LONG ENOUGH TO REACH THE MAIN STRUCTURE SEHIND SUCH PANEL.$. (w) THIS PEA SMALL WAR T14E DATE AM ORIGNAL. SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SMALL BE AS MENTIONED IN AI) AND IN A,2) ENGINEER Or FWCORD 114AT PREPARED IT,
<br />MM MANC001ILIFIEn 'AM SHALL BE LWM ON A MMY VJS0 UMM AT SrOIRM
<br />(a) TO M9S=.jmNCSm BLOCK WALL ASTV 14. FWM SHUrFIER IN j��
<br />EVWr
<br />- s/4!' 0 TAADm ANCHORS As Kwwrtazw By i� T, w, auf w- 0 ILCII "K" ONE ONE [AM
<br />SHALL BE FILMED ?*&&3 OF TIME
<br />- 1/4�' 0 x 7/9" CALK-4H ANCHORS. AS MANUFACTURED BY POWERS FASTENERS W_ RARQk BUILDIND CODE
<br />- 1/4*# x 3/4' SOLD-= ANCHOR% As txsmwm or Au pow SCREW, Efour & spwAL-ry GO-
<br />- #14-10 PAMELWITE FUME ID NO FANEUIATE PLUS ANCHORS. AS MANUFACIURED BY VLCO CONSTRUCTION PRODUCES
<br />- Ile # ZAMAC, ROLM ANCHOFM AS MANUFACTURED BY POWERS FAS"ERS. INC. "its
<br />81) MINIMUM EMBEDMENT OF TAKON ANCHORS, ELCO PANELMATES AND ZkMAC MAILIN ANCHOR, W10 THE CONCRETE FLORIDA 8UILDtNG CODE (Ron n1h VWOI*Offy NLA [cafi$ zono)
<br />BLOCK UNIT SHALL BE 1 1/4
<br />owls Ulm= me 24 CAGE "LYAWM STEEL SM PANEL
<br />8�2) CALK --IN & SOLIP-SET ANICIFORS SHALL BE EMBEDDED 7/6* INTO THE CONcRm BLOCK UNFL NO EMIREDMIENT INTO,
<br />STUCCO SHALL 13E PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM! SHOULD STUCco MST,
<br />C.
<br />GLow PRamcnow PROWS, U.C.
<br />AND 1* MINIMUM FOR WALLS WITH NO STLICID0. [ILIECO..
<br />Q7 :-F 49M &R, 41 SIRM
<br />U.3) IN CASE THAT FIR -AST STOME, OR PRECAST CONCRIETEPANELS. STUCCO OR WOOD WARDS BE FOQW ON THE "too FAIL 054)M-eNT 15-022
<br />%
<br />OL
<br />DOSTRIG WALL, ANCHORS S"ALL BE LONG E401M TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />&111�19 ��� -m M., I - -
<br />ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AND IN 8.2). WAM A
<br />AM5 *aX.,
<br />CONCRETE AHOHOIFS
<br />(SM SCHEDULE
<br />silmn 9 Mato" 10)
<br />CONCRETE ANCHORS
<br />(WE SCHEEK" E ON
<br />SifEETS 9 THROUGH
<br />SHEEES 0 THROUGH 10)
<br />Era
<br />ji
<br />L
<br />----------
<br />MOM EM =9WQQN DE =MKS,
<br />M EDGIE OISrANCE
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />(SEE SCHEDULE ON
<br />SHEETS 9 40)
<br />COMBINED IN ANY WAY TO SUIT MY
<br />INSTALLA11011L
<br />MASS,(SEE
<br />SCHEDULE
<br />ON SHEET 3)
<br />No
<br />WOW ANUIORS
<br />�Sm SCHEDULE
<br />SHM 11)
<br />*0 ANCHORS
<br />m SCHEDULE 00
<br />NOTE EM MONAMON X ZMH5�
<br />TOP & BOTTOM MOUNTINGS CAN DMIGN PRESSURE RATING (p.&f) AND PANEL LENGTHS
<br />BE 1. INSTALLATION AM ONLY VAUD FOR MAX. ASXL
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />AS PER SCHEDULES ON SHEET 3
<br />INSTALLAITON.
<br />2. FOR 14EW WOOD FRAME CONSTRUCTIOM WOOD
<br />MEMBERS TO BE SOUTHERN PONE No Z W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL_
<br />ALTERNATE WOOD
<br />(SEE SCHEDULE ON
<br />SHEET 11)
<br />WOW HEADI
<br />REQUIRED
<br />WOW ANCHORS
<br />(SM ScHEDuLE
<br />SHEET 11)
<br />WOOD
<br />PANEL LENM
<br />(Sm Sammw
<br />ON SHEET -3)
<br />I _d] I T I MIMI I j m 141111 i 11 IF 1 51
<br />1w. kilLiuNin
<br />PANEL IXFFGI�
<br />(SM SCHEDUU
<br />ON SHEET_ 3)
<br />CONCRETE 11
<br />(SEE ON'
<br />SHEETS 9 114ROUGH 10)
<br />ONLY WHEN SOLID
<br />C"-JN ANCHORS
<br />ARE USED a W�H%0 *14M - EUMNG I
<br />AN OF, COHOF
<br />RECIARGO.
<br />ARE BSEDr
<br />V31 I 11111111ol 117 11 I-AWAP11:1 31010 7'K]11� 11
<br />3 WIT'"11,11F,
<br />PANEL LENGTH
<br />Cm SCHEDULE
<br />ON SHEET 3)
<br />PAI_ FLORIDA RUILIEFINO COIX High Velocity Hu cc" zwe)
<br />_(V
<br />NO. 441
<br />7
<br />.
<br />4NI00 rA=4 AC
<br />11LIECOmt. \
<br />24 CAGE GALVANIUD STEEL, STORM PANEL
<br />FAIL
<br />GWINAL PROTECTM PRODUCM U.C.
<br />48w %w 3
<br />WWL FL
<br />Alow- wmg-ysw m (040*-M7
<br />15 -022
<br />"Km A
<br />omwm
<br />m
<br />-SAEEIY & —Z HANG MR
<br />k-RAREL-31 �15�
<br />(SC -ALE 1/2-l)
<br />ITOTAL WIli]
<br />12.500
<br />f/4' M'Fj-
<br />1-4.
<br />12-
<br />Aw,
<br />1
<br />law
<br />affs,
<br />sw
<br />-t5a S.S, nz ONEZ
<br />AwLE a a I
<br />OR a $2 1/2- 1�.a,
<br />OR
<br />(MAY BE RQA91!�)
<br />mmmco
<br />.6
<br />6
<br />tr,�O. I --it
<br />EDGFi
<br />&5m AGO
<br />t 2. Ow -
<br />'11�. 1_9 y
<br />ww
<br />L-MIM A
<br />GRADE 110 wmuw
<br />0-40 O&V.
<br />2AW
<br />t
<br />LX
<br />zz:z;z_
<br />-SOO s
<br />-I mo, 01 ZQMLUNQ
<br />MIAIL A
<br />_t17
<br />r")
<br />PAMS SV^L FIE 56PLLM &MM
<br />4" LEFT To ww W/ 1/2' LEG
<br />kT END AT LATT SIDE OF FAHEL
<br />PAMU-S EW IAT
<br />W/ NEw;FEG LDGE
<br />wx;�
<br />or PANG.
<br />—1591'
<br />0,625 4
<br />-8
<br />M27W
<br />0.3, 511
<br />'t
<br />MmmAliff-DIUML
<br />A
<br />IS OR - "S
<br />I
<br />ROUNDED CORNER 0 ENDS OF PMECS .457
<br />t � 0. 'w
<br />END UP W/ HEMMED EDGE
<br />-
<br />L
<br />_�I_
<br />A721
<br />04-T-S)
<br />Z500'
<br />g--�p 760,
<br />WAIqRF
<br />50 XEX HOLE R
<br />3105-H,154 ALUM, ALLOY
<br />.37 TIP. wamm
<br />w PANEI�
<br />06
<br />.7251
<br />4p9l,
<br />;2�p-
<br />1.2W L m6l,�"
<br />t.,IW
<br />2.
<br />1.
<br /><n
<br />k-1) LAM
<br />%10�
<br />MON. To V
<br />0�5iaw to MA&
<br />LENOB
<br />6061-T$ AUOY
<br />AWAL
<br />101 "Z-MMQK C12)
<br />EMIL R
<br />1161
<br />A
<br />: "I
<br />WIN.
<br />I I /A" WIM)
<br />fust ONLY mo r-z i-twa sTORN pv�n
<br />SYSTEM W&�-16 ALUNC A1_10Y
<br />FLORIDA BUILDING CODE (Won High Velocity mardoran'. zonel
<br />(TwJ
<br />123-
<br />177'
<br />MIR.
<br />rx?tcA 04L
<br />GLOM
<br />24 GAuE GALVANIZEb
<br />PRIVITCTION
<br />fj"_
<br />SMEL STORM PANEL
<br />PRODUM. 11C�
<br />C 0 8*1�
<br />*5w 5,w
<br />ti
<br />(f�
<br />LO-OUT
<br />I -ffO
<br />�10
<br />7AAA IrW 0.1 W
<br />4M�� x 3&�� ~;wmluft� _V�
<br />LF-00mi7to I
<br />WE. fL 15-022
<br />"QWQ�X.$� fATL 004"-a7V
<br />"I'll, � __4
<br />(ZAMA0
<br />wrm A 1w-T Ir., Px
<br />A
<br />ON
<br />- ---- - - PAMEL LENGTH
<br />sa*rutu
<br />GH SHM 3)
<br />It
<br />MAX
<br />O.C.
<br />00"CR-TE ANCHORS
<br />(SEE SCHEDLXF CA —
<br />OF *Au M SLAB SHOET5 9 rrq"GH TOIN
<br />CON-FIGN)
<br />eW&UM UE ff.MQb*,
<br />ED. MOE DffANM
<br />TOP & BOTTOM MOUNTINGS CAN RE
<br />(SM "EDULE ON
<br />SHEETS 9 10),
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />IN' 5TALLAMO&
<br />ALTE"TE CONCRETE
<br />ANCHORS LOCArM
<br />-TSEE StHwwt ON
<br />SHEIET's 9 THROUGH 10) casma POURED, Comft-rc-
<br />OR CONCRETIE aLON
<br />LE3 �XAUIRW.
<br />r
<br />SI1= 9 TF.
<br />Q 41 4
<br />S.& ur-a., III Nit
<br />i%lfi KIP eals
<br />PANEL LENM4
<br />�SEF "Ti4EATLE
<br />ON SHEET 3
<br />SMARA'mw
<br />TO GLAZIS�
<br />ON
<br />(Sa "EMLE 9 Tt 10 F---
<br />TO GLAISII�
<br />(tEE SCIIEDULIE ON I I& BOLTS I DN SHUT 4)
<br />OL I
<br />pooft w=1
<br />IOIMT MIR
<br />umm am 7-n PAWL tEHMVI 6
<br />(SEE SCHEMILE 9
<br />EIi
<br />ON
<br />OF 11
<br />OF
<br />*Ag* 4 t/-e
<br />(Sm SCHEDUtE ON
<br />_11LXurj 9 _Iffvw�UGH
<br />I
<br />raN a I /a" Lw- W.,4 amwwm
<br />�'SPACWMS * 6 Ile 0,0� V0110 FOR
<br />CQPMITE
<br />AU � DES" LOAM AM PANE,
<br />Cyr Lm,-IrINCI POURED
<br />CONCWTE
<br />LEF41t9s M NEtT
<br />OR CONCRIFTE BLOCK
<br />ATOUIRED,
<br />VAX. WN& ALLIMBIALIM SPA>�R! 0
<br />TIZ 04. ',SEE TABLE #1 M
<br />END W—SUREI-12 B INaLALLAIM IN P-Qu C NUEI
<br />C0NDREM__MfAK__ RAQ012 MUCIV - S: VALID FOR REGULAR.-Un
<br />ufu_y_& E—Z 8AbIG SMRM__.PAtj LM SYSTEMS
<br />_pmvzvj cmax
<br />-04 04 0 1, OR Ccow-ww ffi�uw 00 2' w:7 �001
<br />21.4" WWII) mum ows-W AuDy CoKr. ALUM.—\
<br />& 0 ANGLE 14114 �/4�# � I s/4-
<br />12.
<br />00NORM IWO 1 3/4'!
<br />81.01W OR'2.4' WOW FRAME
<br />REOtTIRED or—r rC 60-
<br />11__�z
<br />RM9�
<br />i
<br />01-
<br />21 Lnewe"
<br />2' x bw To
<br />S. M:K AmAk AK
<br />�QW' J
<br />vErX Aw E OR 2r1x1f`1 wom
<br />rxv
<br />3105-441
<br />tow(.
<br />- - - - - -
<br />1/4,- 0 .91 -
<br />U, 04, AULUT
<br />O*r& Alw_ ANGLE
<br />fe� A (-P C QA_S�k_(RLAba
<br />_LM E 8 (PLAN-1
<br />.
<br />- - -I* SCAtE 1/4*-1' SCALE
<br />SME 1/4--1 SCALE 4/4
<br />flowwD cow FWMGZ A- fil,'"t 9D
<br />10 59 CR QOI� OU OR W4DIATE P r
<br />OK 2�W 10M I I opm I L.M
<br />ON
<br />POURED me INIX
<br />COWNUEl', 0XICK AS PPPLICA"
<br />PPAW REQtXfkT1 To a 11)
<br />I'W *000 FRAW 40 & Cq
<br />WIDTH) REMAWREWD
<br />OR zw Wow rRAw
<br />1211 REQUIRED T 5/4' &W,
<br />L -a OR08 ��//,!)=,v
<br />�,k2)
<br />VARM PARlin,
<br />61 VWL (wv" ew. END PA.;EQ
<br />014N." S& ASE G - (ELAN)
<br />waffm Svv.E
<br />4AUD FOR GRECT mot*a II'MITAUATION ONLY &
<br />CEInFIM PAM! W,5tALLAXION AT WALLS W/
<br />_5URFfZE W&L. VARIATIONS VNTAN 3/4"
<br />1� �;.;, . FLORIDA BUILDING I G IIE tfIcn High w6cay murriao"a Z"V�)
<br />- -.Vr lk
<br />CAS E (PLAN) gAaL-L-CELAN)
<br />SCALE 114".l* 11. . 24 QAM GALVANIZED STEEL STORM PAWL
<br />At
<br />IECOtow \GLOB& PRO71CTION PROMCM 11_-�
<br />- 4� 4m &X M slfw�r
<br />m--r x & DIMC 3411m
<br />12M
<br />R1 rp,
<br />1,,1/4, 3/4, 4/5, 5/5 & 6/5
<br />WIS, 2W/6, SW/7 & 4W/7
<br />3.vm (SEE SCHEDULE ON
<br />gwn Clnmf�Rrw 2r MAX
<br />SHMS it 10 &11)
<br />[—I' sm. I r— ::�v MIN.7
<br />6 I 10 0
<br />30, 4 rr-T--7 r rT _T -r-
<br />- LL-1 I t 1 1111 If If
<br />or
<br />VAXiMW.1 PANEL LE,03 MAXIM* 4 PANFL L N
<br />U, Neil @
<br />%+'
<br />W42�17r, W=3 CONCIRL7F At WAXIC,
<br />OCS0514
<br />t pRew1w PAX?"C', K'rA"TORS t m UA
<br />-11 k+ w -j
<br />, F7-: to- I* L_
<br />I -, - -_ __`11 ft, - __` �__ mp fp,-41 $3, _O*
<br />W-e, ZY-7, j-_ LI
<br />f far--, I _11 L
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<br />42
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<br />DESIGN PREWJRE RATING (paf) AND PAMM LENGTF6�
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<br />SHEET NO.
<br />SH 1A
<br />
|