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<br />•04.0. -783
<br />7a' OR LESS
<br />2 7/6'
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<br />- 4' A 4,W
<br />- PVLRu..TF'r ;/+--].uAJ/6y ... R WI+WJNV, Al WLgAy w WR W MATH. LUNWIH
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<br />1,
<br />1,
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<br />MA+IMR AwSom SIANDND FOR 1
<br />L 0.- 3 /2 ^
<br />SECTIONS11 m
<br />ANY COIIrIAFTI&OPI
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<br />AAWIAN ,wa
<br />unsm v (m)
<br />PRESSURE
<br />RATING
<br />./.1.
<br />TAPOO S
<br />__
<br />PAPRUwL FEMALE 10
<br />PAIEIAItTE PLUS
<br />ro mllatlErc
<br />ro wMCIIETt
<br />TO Gomcam
<br />m XXtNrA[t[
<br />12'
<br />N/A
<br />1 12-
<br />N/A
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />V & 2' (TOP)
<br />it'
<br />3.*
<br />1 o•
<br />r
<br />5-
<br />4'
<br />6•
<br />4'
<br />S.+' BOTTOM)
<br />12•
<br />3'
<br />12'
<br />6'
<br />1•
<br />/'
<br />r
<br />IV
<br />1 sorroo)
<br />{
<br />86.0, -18.3
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />---
<br />12 1/2'
<br />It`
<br />---.
<br />2' (BOTTOM)
<br />70' ON LESS
<br />T
<br />A
<br />6 1/2-
<br />N/A
<br />4 1/2'
<br />N/A
<br />4 1/2•
<br />.1
<br />3, (TOP)
<br />12'
<br />N/A
<br />9 1/2•
<br />N/A
<br />9 1/2•
<br />NIA
<br />3• (BOTOM)
<br />I2-
<br />E�/AI2'
<br />12•
<br />N/A
<br />'- 12'
<br />N/A
<br />12'
<br />N/A
<br />4' (TOP)
<br />12'
<br />6'
<br />12'
<br />0 1/2-
<br />12'
<br />1 IT- I
<br />,2' I
<br />IT- 1
<br />4' (BOTTOM)
<br />0 UMm TD S&0 Pat. ASD. DESW PR(SSLIIE RATING.
<br />►SEE BMLT 24 FOR AWr10R6 TIN,[ & SPNQNG FOR WRALLAr&d IPIa MM
<br />FRAM[ SILOID
<br />N.T4W41 ANCHOR SPAXMs 00 46"0 ECK OWMa AN PIOICATED W TIM
<br />SDOCULL COW E.S. MSS IF" INDICATED ON 90NUU REDOES ANCHOR SPACING
<br />BY &ULIft"14 SPACING SHOW ON SCHEDULE IF Dr' FOLLOWING PADMNEL FOR
<br />not OPDIIDm TO K POSSIBLE. mmm SPAOMD DROWNED LMS FACIA SHINU
<br />MK Ml29 LoaTINY AMAIN SPACING 90CATED FOR EACH ANCHOR TYPE AT
<br />mom m
<br />1/4'.
<br />1/41
<br />1/es
<br />1/416
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<br />.0
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<br />1
<br />1
<br />+ WALMS MN. DISTANCE WILtt IU WTIOM OF PANEL
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<br />I
<br />kAID (1)TO K: 1/2'
<br />-iV.A
<br />1
<br />1-0
<br />++ REQtXM M.A DISTANCE SLIM% COTTOY OF PAWL +
<br />APO (D m BE: 31'r + 3/t6'
<br />V__.( MAN,
<br />COMPONENTS FOR REGULAR IFE S FETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-l')
<br />-.-15.125• (TOTAL WIDTH). - _. - . __. . _...._.._
<br />_..-_____12.6°D' (UnCTNE WON)- -" - - _ _ ---- I - _ . V(.:..� -' t03 I
<br />1 ( 11 '" - MVLI®
<br />/�-y-y to alSTUD
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<br />F.. .
<br />�� T - �; Je410
<br />'250 1 1L 0,02♦' Mw, tH10X . 15 AA • . 3.3M'
<br />a7r ,
<br />1 !IELWED
<br />-- ��7125'
<br />wLWI12fD sTEu �! .Der
<br />EDK MIN ABU TM I 2. 00 y
<br />.' Y. lali F L
<br />L.------
<br />71,
<br />.�•
<br />12RAK 90 IaAR9R1 HWMCO' " . i. _ -J
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<br />® STORY PANEL r' - ` - - " - - L___ 1. _ . OV
<br />L
<br />1.354• -L350' - OQA& A- ,- 2.000•--- I
<br />PAWLS NEW K I W/ 1 ALWAYS '- -. 2.39r- - -
<br />0 EJa AT LEFT70 SIDEawn 2O rN" HEADER (3) -r TRACK O4 ANGLE WITH STUD
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<br />' I W PANEL OA24•
<br />STEEL
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<br />1 . 1 40 , 0.025 ) . - I
<br />�.�►ANEL „ -1�3 OR
<br />,I- 2.250' -., �2 =M J= VIEW DETAIL A . i'l. -'..4 �-.:-:�+or n-42-11
<br />I '12 0'1 ROUNDED CORNER • ENDS M PANEL'S N . i°il°47.p1A•_.
<br />i
<br />:' -. END UP W/ NEbMEO EDGE. I .126'
<br />�2.37S•
<br />(N.T,SI •T7s• '
<br />"T� o ym AM"
<br />250D' I Tm[ PANEL
<br />3.750' 1 1 .091• ") HOLE WASHER O 1Fly HOLE AT PANEL
<br />0 6 76D '
<br />,7B. 1OS-KEY
<br />072' {,YP,) 11 11 3105-HIS♦ ALUM ALLOY 136HL � _
<br />_: ..I
<br />...1
<br />Wu"� 1
<br />-11 � 21 -SR SHEET 6 FOR ADDITIONAL
<br />: -.: ,750" _. eIY UMRA" M P SLEM LEW FW d I ('.
<br />. .091• 125• t__ ONLY MILD FOR NWAILATIOMS INTO
<br />,.250' .37S • O SLEUM Z 1 /a" +.- N ` _ (TV.) A tJr WOOD 51INCYNI ES.
<br />+-I SAX, LENGTH ,
<br />3.730•
<br />I ;4 -(Y
<br />-.193•
<br />- 2 50' .. -. - 1-.116. O -- 1 125• 7.000 W A4D• ,
<br />(,A+.lI
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<br />(7 REV_ rNW HEAKR O "U" MEATIER '_ j- j7S0
<br />/ ..... 1' YIN ro 5' Non _._____ .
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<br />11 ��
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<br />050• ��• STATE OF �i�1•2.D00'-
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<br />INSTALLATION
<br />INTO POURED
<br />DETAILS
<br />CONCRETE
<br />FOR REGULAR PANEL
<br />OR CONCRETE BLOCK STRUCTURES
<br />ALnmMTIE CONCRETE
<br />CONCRETE ANCHORS.,
<br />EXISTING POURED
<br />_
<br />CONCRETE...
<br />ANCHORS LOCAPOPI
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<br />(SEE scmemu ON
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<br />SHEETS 9 THROUGH i� Z
<br />i
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<br />rr -1 1
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<br />PANEL LENGTH 1 I
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<br />IL E C O EKG. LOBAR PROTECTION PRODUCTS. LLC. DATE:
<br />( SEE SCHEDULE ON
<br />SHEETS 9 & t O)
<br />Top & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
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<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL I
<br />INTO EXISTING WOOD STRUCTURES
<br />- 1/0.0 LAO SCREWS 6 I. O2. P/
<br />' YM TH
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<br />i.. SCALE 1/.•-,'
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<br />2 FOR MEN WOOD FRAME CONSTRUCTION. WOW MEYUTJE 10 IN SWNENN el . .PR tEA.....ut/l SC.AD. 1//-.1•
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<br />NOYE SWIRER ,RACKS NOT SH17Aw FOOD CLART, rr. SEµ/76M-mEPW,T W,LDr A N « Pr. rr•' FRET sr a 11
<br />NEEmn
<br />AT TOP OR B�T*aI
<br />WITH TRACKS PM OR n IS
<br />MAXIMUM PANEL LENGTH
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<br />MAXIMUM A.SD.
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<br />CONCRETE & WOW
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<br />I.. a r-
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<br />(t) L4: MAXIMUM AUDOW PANEL LEM M FOR A QUICK PORIM A.S.D. DFSKI N LOW.
<br />L-: MAIL ALLORABIE PANEL IENGIH TOM A OPEN KGTNE ASD. DESM LOW.
<br />(2) PROCEDURE TO DETERMINE MAXIMUM PAWL 1010111%
<br />OMEN A POSITM ASD. DESIDN LOW, WDPWNE MAXIMUM PANEL LOAM 'L4' FROM SGEDIAE
<br />PANEL LDOM',-' FROM SCHEDULE.
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<br />TABLE
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<br />1 PANEL LENGTH 1 ,
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<br />PRATE REQUIRED
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<br />FLORIDA BUILDING CODE Non HIEth Veloafly Hur con. Zone
<br />IIPAD Nx= III. VA
<br />NQTE F•OR COYRI(JC•TIDM OF ceciNlNS: T. INSTALUTION ARE ONLY VALID FOR MAX, AS.O. N0. 44167 '; 24 GAGE GALVANIZED STEEL STORY PANEL
<br />DESIGN PRESSURE RATING (p.t 1) AND PANEL LENGTHS TI t �, m
<br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR q* ' * = IGM/KA
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<br />INSTALLATION, � that I.ONW. 51
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<br />'MCA-OoOiii1"""WINDENSITY
<br />MEMBERS BE 2. W/ SPECIFIC FY
<br />Of 0.55 DR EIJl1Al• FNBNI 7IAM((DI,TE 1,1.,
<br />A Pt.9VI •TOIL & v 19
<br />I� In R MERAL NOTES
<br />S f[RFY 4 L-7 IYYO 1M•lr lYld•L.
<br />I STORM PANEL SOWN ON Ties M10011CT [VAWAlION DOCUMENT (PLO.) "AS BEEN VERIFIED FOR COMPIMNCE N ACCORDANCE:
<br />T WXM TNC 202E (7N COITION) OrtHC FLORIN aW(DNAG CODE. THIS STORY PANEL SHALL NOT K INSTALLED AT MGN
<br />VELOOTY HURRICANE ZONES (WWI-OADE / BROWAM COUNTIES)
<br />DESIGN WIND LOWS SWILL BE DETERMINED AS PER SECTION 1600 Or INC ABOVE biOW ED CODE. FOR A BASIC wR10
<br />SPEED AS RCOARED W THE LURISDICTION "FIRE STORM PANEL RU BE INSTALLED, NET FOR A DRECTIONAITY FACTOR
<br />K0. 7-1 R T - MAADALIM A.S.O. DESIGN PRESSURE RATINGS INDICATED ON SNErS
<br />0 05, USING AXE °AND SMALL NO E CEEO Nl (ALSO)
<br />3. 1 DER t7 A 17, 19
<br />IN ORDEAL TO VEPIRY THE AeIM WNOIION, LLnMA7F DESIGN wlNa LOADS DETERMINED PER ASCE 7-I4 SHALL K FISt
<br />REDUCED TO ASV DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPME THESE W/ t*x (ASD )
<br />DESIGN PRESSURE RATR/OS INDICATED ON SHEETS 3. 9 THRU 12 & 17. 1e,
<br />N DOMJE t0 VERIFY TWAT ANCHORS ON INS PED AS TESTED RERC NOT OVER SrRC =, A J33t INCREASE N ALLOWABLE
<br />STRESS FOR WAND LOADS WAS BOB USED IN THOR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN DETERMIED IN
<br />ACCORDANCE. WITH N.O.S OWN
<br />STORY PANEL'S AOCOUACY FOR AAPACT AND WIND RMSTANCE IIAS KEN VTR rIED IN ACCORDANCE WITH SECTION 1609.1.2 OF
<br />TINE ADM MENTIONED CODE AS PER AMEICAN TEST LOBOF SOUTH FLORIDA REPORTS +OW4,01-01 AND #021902-09. AS
<br />PER SSTO +2-99 & AMU C 3M-02 STANDARDS, AND AMERICAN TESDNO LAB SOUTH FLORIDA REPORT AT 123.01.10 AS PIA
<br />TAS-20, AND TAS-205 PROTOCOLS. AND AS PER CALCULATORS PERFORMED IN ACCORDANCE W/ SECTION I604 OF THE
<br />FLORIDA BWLDING CODE
<br />2. AI. ALUMINUM FXIRU510NIS TO BE 6053-To ALLOY AND TEMPER (UNLESS OTHERWISE NOt(D). sEE SHEET 2
<br />3 ALL ALUMINUM SNEER META USED AT CLOSURFS SMALL 14AVE 3106•-1114 ALLOY
<br />4 AL STILL SHEET META PANELS SMALL HAK STRUCTURAL QUALITY STEEL ASTN A-053 GFE OC °o MINIMUM. 0-60 GALVANIZED
<br />STEEL DESIGNATION WAY- 222 k91 (AIFIM ROLLED).
<br />5 Al SCREWS TO BE STAIKESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER GIN
<br />50018 W/ 50 PA, YIELD STRENGTH AND 10 N4I TENSILE STRENGTH AND SHALL COMPLY Or/ FLORIDA OUNDINO CODE SECTION
<br />7411.3 3A.
<br />B BOLTS TO K ATM A-307 GAIVALZED STEEL OR ATM 304 IMIFS VTAMISS STEEL. WITH 38 4H MINIMUM TINT STRENGTH
<br />7 ANCHORS 70 WALL SMALL BE AS FOLLOWS'.
<br />W tO.DLIiDtlG.POIJBLQS�fLBIIE
<br />- 1/4.0 UPCOI ANCHORS AS MAAIXAC1r~ BY I.T.W. °WLDEIL ANC (Min A',:4102 P)
<br />1/4' • . 7/0' CALK-P4 ANCHORS. AS MANUFACILRED BY OEWALI PC
<br />1/4Y . 3/4' SOLO-SF1 ANCHORS, AS U141RIBUIED er AI POINT SCREW. DOLT & SKCMLtY CO
<br />SMIn rt..3000 P..., )
<br />T.-10 PWELAATE Ft'",( 10 At PANFIMATE PLUS ANCHORS, AS MANUFACTURED BY ELGO CONWRUCTON PRODUCTS.
<br />- 1/4.0 TAMMC -IN ANCHORS. AS MANUFACTURED BY DEWWLT. HNC
<br />A 1) MINIMUM EMKDMW EOF TAPCON ANCHORS INTO POURED CUNCRETE SMALL BE 1 3/4". 2' FOR EL.CO PANELAMtL AND
<br />1 3/4- FOR ZAMAC NAILIN ANCHORS,
<br />A.2) CALK -IN & SOLID -SET ANCFORS SHN.L K EMBEDDED 7/6' TWO THE POURED CONCRETE NO EWFWDMCV47 INTO
<br />&' 4- 0 USED K 1 1' LONG MINIMUM SHOULD O EXIST
<br />STUCCO SMALL K PERMITTED. 1/ 2 SCREWS SE +AWL f2 OIID STANCE
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY K NE40ED SCREWS OR ALL P/READED SCREWS W/O HERO(
<br />out W1M WNC FRIES
<br />A.3) N CASE THAt PRECAST SCONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS K MINE, ON THE
<br />C.15tING WALL OR FLOOR ANCHORS SMAI, K LONG ENOUGH TO REACH THC MAN STRUCTURE BEHIND SUCH PANELS
<br />ANCHORAGE SMALL K AS MENTIONED N A/) AND N A2).
<br />(0) TO -DOCK rghg ETL BI02(1N1.L 4 TN D-,N1-
<br />- 1/4. 0 TAKEN! ANCHORS AS MANUFACTURED BY I T. W W%DEX. INC.
<br />- 1/4. 0 . 7/a• CALK -IN AIC"0RMANUFACTURED By AS MANUFACTURBr DELWALT. INC
<br />- 1/4'0 X 3/4' SOLO -SET ANCHORS. AS DISTRIBUTED) BY ALL PENT SCREW. SALT & SPECIALTY CO
<br />- a14-10 PANELIMTE FEMALE 0 AND PANEL►ATE PLUS ANCHORS, AS MMNUrACTJRED BY ELOO CONSTRUCTION P I
<br />- 1/4' 0 2AMAC NAAUN ANCHORS. AS MANUFACTURED a DEWALL INC ,-tP A
<br />a-) MNMMUM EMBEDMENT O TAPCON ANCHORS. ELCO PANELAAMS, AND ZAMAC NA IN ANCHOR. INTO THE .ICI
<br />11LDCR urrt SMALL K I 1/4• SEA
<br />11.7) CALK- IN & SOLO -SET ANCHORS SHALL BE EMBEDDED 7/6' INTO THE CONCRETE BLOC* UNIT. NO 'EM04
<br />STUCCO SMALL K PERMITTED. ,/4' 0-20 SCREWS USED SHALL K 1 112• LONG MINIMUM SHOULD 40 cgis" I
<br />AND 1• MMNDMUM FOR WALLS WITH NO STUCCO. STAT
<br />I ..
<br />B.3) IN CASE TWAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCK OR WOOD BOARDS K FOU .I ( OF
<br />CXISTIK WALL. ANCHORS SHALL K LONG ENOUGH TO REACH INE MAIN SMUCITRE BEHIND SUCH P ss�
<br />ANCHORAGE SMALL B[ A3 MENTIONED N 8.1) AND N 0 2) ONI
<br />(C) CO ,narNO WDDD._;MI(1-,vjAuc,DBBYIIT.S:_,QA1_ B41
<br />- 1/4-0 TAINT ANCHORS, AS MANUFACTURED BY II,W MADEX, INC
<br />- %t4-10 PANELAATE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PROOUCrs
<br />- 1/r0 LAC SCREWS PER N.0.1
<br />'/ 1 •0 • 6' A W T SPECIALTY CO
<br />B 5 WOOD BUSIWNC, AS DISTRIBUTED By ALL PGHi SERE BOL A
<br />F P
<br />C 1) MINIMUM TDIRG,DED ALE OA1ON II1T0 MOOD Or TAPCON ANCHORS SHAl1 K 1 1/2 AND 7 OR ERGO ANELMATE PLUS
<br />AND PANfIMAE FEMALE ID
<br />C2) MNWAIM THREADED PENETRATION O LAG SCREW, INTO THE WOW r'RAW UNIT SHALL K 1 1/2' NO THREADED
<br />PEAEIRATON INTO STUCCO SMALL BE CONSIDERED AS PART OF THE REOUAM THREADCD PENETRATION
<br />C.!) MN.AAIM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SMALL IE AS INDICATED N THtS DRAWING
<br />C.4) MINIMUM PENETRATION OF W000 BUSHING SHALL K 5/6' 1/4- 0-20 SCREWS USED SHAIJ. K I I/7• LOW: MINIMUM
<br />SHOULD STUCCO OUST, AND 1• WNNLIM FOR WALLS WITH NO STUCCO.
<br />C,5) N CASE THAT PRECAST STONE. OR PRECAST CONCRCT' PANELS, STUCCO OR WOOD BONDS K FOUND ON tHE EDSTNG
<br />WALL. ANCHORS SMALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SMALL K AS MENTIONED IN C 1), C 7) & C,4)
<br />(0) ANCHORS SHALL K W514LED FOLLOWING ALL Or THE RECOMMLIWATIONS AND SPECIFK'AtIONS O THE ANCHOR'S MANUFACTURER
<br />B PANELS MAY ALSO K BANNED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SNOWS ON SECTION 1 THROUGH B (SHEETS 4
<br />INROUCH 6) EXCEPT THAT HE'AOERSO&13 SMALL NOT BE USED.
<br />9. rr SMALL OF IRA RESPONSIBILITY Or THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCI,MC WHCIIE SM BIER IS TO BE
<br />ATTACHED TO INSURE PROPER ANCHORAGE, TIS SHUTTER SMALL ONLY K ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />SWIDINOS
<br />ID EACH REOIUR STORM PANEL WID, LENGTHS OVER 90', As PER SECTIONS 1, 2, 4. 5, 6 MO ALTEaAM" IN. 3W at AN ON
<br />SHEETS 4. S, 6 & 7 RESPECTIVELY. SHALL HAVE A LEGIBLE AND READILY VISIBLE LARKING WSTRUC'TPK OWNER OR TENANT TO
<br />SECURE PANELS WOW APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />11. THE 4145TAIATION CONTRACTOR IS FO SEAL./CAULM AL SHUTTER COMPON[M EDGES W1NCN REMAIN IN CONTINUOUS CONTACT INN
<br />THE RIAONNG rO PREVENT WIND/RAN WTRVS*N
<br />12 STORM PANEL. INSINAMION BALL COMPLY WITH SPECS INDICATED IN IRS GRAINING TM NG PLUS ANY BDING AND ZONING REC"FONS
<br />PROMED BY IMF ARRSDCTION WHERE PERMIT 13 APPLIED TO,
<br />13 (a) THIS PRODUCT CIALUATION DOCUMENT (P ED ) PREPARED BY TINS ENGINEER IS GENERIC MO DOES NOT PROVIDE INFORMATION
<br />MR A Sl[ SPECIFIC PROJECT:.0. WHERE THE SALE CONDITIONS DEVIATE FROM THE P.EO
<br />(&) CONTRACTOR TO K RESPONILM MI. FINC SELECTION. WRCK4SE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />EMMD ON TH16 P.E.D. PROVIDED HE/SHE DOES NOT DV MTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />CONSTNUCT+ON SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
<br />(c) THIS PRODUCT EVAUAnOH OOCUMENT MALL K CONSIDERED WAUD IF MOOF,CD
<br />(o) SITE SPECIIC PROJECTS SHALL BE PREPARED BY A FLORAM REGIVITRLD ENGINEER OR ARCI6TECT WHICH W43_ BECOME THE
<br />ENGINEER OF RECORD It G.R-) FOR THE PROJLCI AND WHO WILL BE RESPONSIBLE FOR THE
<br />"OPEN USE OF THE P E D, ENGINEER OF RECORD. ACTING AS A DELEGATED CNOINEER TO THE
<br />P.C.D. ENCDNEEL SHALL. SUBLKT TO THIS LATTER THE SITE SPECIIC DRAWINGS FOR RLVNw
<br />(1) THIS P.E.O SAIL BEAR INE DATE AND ORONAL SEAL MO SWAATURE OF THE PROFESSOW
<br />ENGINEER OF RECORD THAT PREPARED R
<br />It. SNUTTCR MAIVUFACTL•ER'S LABEL SHALL K LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 17099.2 OF FLORIDA BULGING CODE ONE LABEL
<br />SMALL K PLACED FOR EVERY OPENING LA60R0 M COMPLY WITH SECTION t70991 OF TNT
<br />FLORIDA BUILDING CODE,
<br />INSTALLATION
<br />INTO POURED
<br />- -�ECAE DDo ORET[eloc0"
<br />DETAILS FOR REGULAR PANEL
<br />CONCRETE OR CONCRETE BLOCK
<br />._..-1At Ca�icR[T[BLOCONCAM
<br />CN
<br />STRUCTURES
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<br />CONCRETE ANCHORS ";� ✓
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<br />CONCRETEDOICING D
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<br />ANCHORS .OR
<br />CDNCRE7E %/`0IS
<br />ARE USED. NO
<br />ACQUIRED,
<br />CMN[AEIE BIOCI( KOIMLED.
<br />BFAOBEEIED W/ STIR
<br />(SEE SCHEDULE ON
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />SHEETS 9 DRONER 10)
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<br />NOTE
<br />E o. EDGE DISTANCE
<br />t -' o. 44187
<br />I * ; * : �•
<br />'1 q STATE ol` c ' . -_
<br />STATE
<br />P" 1100%" 24 CAGE
<br />iL E C O ENc GLOBAL
<br />GALVANIZED STEEL STORY PAM
<br />PROTECTION PRODUCTS, LLC.
<br />aMP.'9Y
<br />0T/IT/IIMp
<br />�AL
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
<br />9`• _ _T.- .
<br />If, 0,4. '
<br />4100 S.a It S1mW
<br />ow, R 315%
<br />SHEETS 9 & 10) COMBINED N ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />'t� �Q •. • •G ./ •C07
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<br />,aw Pr'F.r.I-.rotrw.'w "'•wn gWrC
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<br />INSTALLATION DETAILS
<br />1 1 .-T..
<br />FOR REGULA
<br />PANEL
<br />INTO WOOD
<br />ALTERNATE LEG
<br />4'08' (I" ) EXSTMID WOOD /
<br />.-....LOCATION
<br />BEAM REOUaEO. FIIR/d.
<br />1.
<br />ADEQUACY OF EXISTING WOOD :'
<br />REGISTERED ENGINEER OR 'YEo _ „� _{�, ..,
<br />I f..
<br />ARCHITECT PRIOR TO SHUTTER I
<br />/ `L7'
<br />INSTALLATION. r ANCHORS
<br />f'.:
<br />-(SE'E SCHEWIf ON
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<br />(SEE SO4EDLU ON
<br />-
<br />O '- T• M" --
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<br />a0. 44187
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<br />FLORIDA BUILDING CODE Mon h VelocityH.Mcom Zc m
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.X.E) AND PANEL LENGTHS
<br />* ;
<br />q STATE OF
<br />-� TRTL1», w I4 (RAGE GUVAIOZEO STEEL STORY ►AtffL
<br />�'4N:
<br />COMI NED N ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
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<br />0.55 OR EOUAL
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