|
1 L ECQ ime-
<br />TiLLT TESTING Q ENGINEERING COMRAN I -
<br />WATT7R A. TTIM, JR., P.E, tiltewC aDI_Com
<br />NL P,6. I.ice,Re SA 44"r
<br />A CA. T.w W, ONO 7IV
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 204728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Gk%hal Profetxton Products LLC.
<br />48M SX 51 Stoat
<br />Davis, Flor da'd3314
<br />1. PiJRPOSE OF EVALUATION;
<br />This is a Product Evaluation Report Issued by Wetter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20.3, Method 1 D of the Florida Department of Business and
<br />Professhmai Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall W subject to review and revision in Ease of
<br />a Building Code change that may affect Its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION ,DOCUMElrlt(P.E�D.t:
<br />Drawing No. 20-176, titled M20 GAGE GALVANIZED STEEL STORM PANED',
<br />sheets 1 thru 26 of 26 prepared by 7ilteco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 07/26/2020. This drawing is an integral part,lN�s
<br />Evaluation Report. a�.* �r<p A r/je' y
<br />__ -- -- , OCENSF `N
<br />— ;:— , No, 44161
<br />_ -I_ - -
<br />�� �1op.0' R,
<br />6355 N.W. 35th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 rmofHtit I "I
<br />L':11 :A.. 1 :...IAI, . " Is:I
<br />2.2. TEST REPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAB
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #W570 dated 09118/1996,
<br />#96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina,
<br />P.E_, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04118/1998 and
<br /># 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by CIC Metallurgical, Inc„ dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2.3. STRUCTURAL ENGINEERING CUCULATIONS:
<br />On 20 Gage Galvanized Steel Stone Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind bad and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Cade. Calculations prepared by Tilteco, Inc.,
<br />dated 11103/O8 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4 WiND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15.
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10,11,
<br />14, 15, 17, 18, 19.20 25 and 26 of 26. of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176,
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />-" '4
<br />\�GEfil� ---�z ysj
<br />t-A9167
<br />* :*
<br />iiY NERAYr.IIDdii,Y:
<br />B 3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCD OR WOOD BOARDS BE rGUNU ON THE
<br />p" FOR 29 Ohm OIL+A�•+ a1m �Dns wFNn_AM
<br />EXISTING WALL ANCHORS SHALL BE LONG ENOUGH To REACY+ THE MAIN STRUCTURE BEHIND SUCH PANELS,
<br />1 STORM PAWL SHO'AN ON THIS PROD= EYMLWTAN DOCUMENI FP E.D.) HAS KEW KlilrED FOR COMPLIANCE +N
<br />ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AND IN 6.2).
<br />ACCORDANCE W rM THE 2020 (7M EMT)ON) OF THE FI.ORIDA BUILDING CWE
<br />(C) T(1r71STIFIG WWD_''lluk. SFPE[kT,`.,E ,� � O B6 MM .:
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16200E TIE ABOVE MENTRDNEO CODE,
<br />FOR A WIND SPEED" /S 11COLOWD BY THE ACTION WHERE THESE SHUTTERS Will R 14STAUED AND
<br />- 1/A} TAPCON ANCHORS. AS MANUFACTURMEO BY` ItW BliDmA, INC.
<br />- 1114-10 PANELMATE FEMALE A AND PMIELMATE PLUS ANCHORS, AS MANUFACTURED EN ELCo w0451RUGT10N fellou'us
<br />FOR A DRECT10NARY FACTOR K4-oft. USING ASCE 7-16 AND SHN.L NOT EXCEED THE Aw"wOM (AS O.)
<br />- 1/4•P LAG SCREWS PER AtD.S.
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 TtRU 12. 14. 15, 16, 19 6 20.
<br />- 7/16'4 . 5/8' WOOD allSHING. AS DISTRIBUTED BY ALL. POINT SCREW, BOLT A SPEGLA.n Co.
<br />IN ORDER ID L'ETWFY THE ABOVE. CON00RM, VLTIMAPE DESIGN WMIIS LOADS DETERMINED PER ASCE 7-Ta
<br />SHALL R FIRST REDUCED TO A.S.O. DESIGN "No LOADS BY MULTIPLYING THEM BY 0,6 IN F IW'L ORDER TO
<br />C I) MINIMUM WCAOED PEHETRAMN INTO WOOD OF TAPCON ANCHORS SHALL BE t 1/2" AND 2- FOR ELCO PANUM47E PLUS
<br />COMPARE t7ESE W/ kMO(AS.D) DESIGN PRESSURE RATINGS INDICATEDATEp ON SHEETS T THRU 12. Ia 1 5, T9, 14 At fiD
<br />AND PAHElYMk FEMALE to
<br />IN ORDER TD VERIFY THAT ANCHORS ON P. 04ER TJ A ASE IN THN
<br />TESTED WERE STRESSED. WO 331E ALLOWABLE
<br />C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE ' 1/2' NO tHREADELI
<br />PCIEITRMTON lNTO STUCCO SlfAi BE CONSIDERED AS PART O tHE REDNREO THREADED PENETRATION
<br />THEIR NA IVI END
<br />F r 1 N STRE56 FOR TYRW LOADS WAS EtDL USED N iHEMR ANALYSIS ASTENEFCS SPACING D WOOD HAS BEEN DETERMINED IN
<br />ACCORDANCE WITH ND.S. 2018.
<br />C.3, AIWWUM EDGE DISTANCE Or LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />STORM PANEL'S FOR IMPACT AND WINANE RESISTANCE INS BEEN VERIFIED IN WISH SECTION OF
<br />ZADEQUACY 9TANCE-569.
<br />R -r3o
<br />THE ABOVE INCAG. REPORTS
<br />CODE AS PER HURRICANE E VERN 8 REPORTS . • 96_T3O AND
<br />C�4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 511V 1/4- 4-20 SCREWS USED SHALL R , 1/2- LONG MRUMUM
<br />#212PokG
<br />N TESTING o TAS
<br />FENESTRATION TESTING !AB INC. REPORTS t2C32 dk /s126 u flWi'OCO45 tA5-201, PAS-202 AND TAS.-203
<br />PROTOCOLS S-202
<br />SKKWLD STUCCO EXIST. AND I' MIMMMM FOR WALLS WITH NO STUCCO
<br />AS WELL. AS AMERAAIA TEST LAB O SOUTH FLORIDA REPORT /4219.01 -09, A3 PER LAS slot. TAS 202 AND
<br />TAS 703 STANDARDS.
<br />:5) 94. CASE THAT PRECAST STONE.. (M PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE 1DOSTING
<br />2 ALL ALUMINUM EXTRUSIONS TO BE 6053-T6 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) SEE SHEET 2.
<br />WALL ANCHORS SHALL BE L040 ENOUGH TO REACH TRY MAIN STMA-RIRE BELdNO SUCH PANELS
<br />ANCHORAGE SIWy LE AS MENTIONED IN C.I), C.2) At C A)
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAD. HAVE 7105-Ht4 AU0.
<br />(D) ANCHORS SHALL BE INSTALLED FOLLOWING AU. OF THE WCDMWND904 ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER,.
<br />A ALL STEEL SHEET MEW. PANELS SHALL HAVE 5FRUCTURAL OUAUTY STEEL, ASTM A-653 GRADE 50 MIIMUM. G-60
<br />GALVANIZED STEEL DESUaNATION W/F1'- 56,5 Nil (AFTER ROLLED).
<br />8. PAWLS MAY ALSOBE INSTALLED HORIZONTALLY FOLLOWING NYSTALATION DETAILS SHOWN ON SECTON 3 THROUGH to (SMEErS N
<br />TNROUGH 6) DICEPT THAT HEADERS (2) a Q 94OU NOT BE USED.
<br />5 ALL SCREWS TO BE STAINLESS STEEL "4 OR 316 A19 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />EON 50016 W 50 ibi YIELD STRENGTH AND 90 M.N TENSILE STtAU. COMPLY W.FLORIDA / STRENGTH A / rL BINtDMG CODE
<br />9 IT SHALL BE THE PESPOWVBtLn OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE SlWUCNRE WHERE SHUTTER B To BE
<br />SECT" 241 T.3.].1
<br />ATTACHED W INSURE PROPER ANCNOPACE. THIS SN+.TTER SHALL pMY BE ATTACHED TO COHCR£lE, BLOCK OR WOOD FRAME
<br />BIMDUNCS.
<br />6 BOLTS TO 9F: ASYM A-3D7 GALVANIZED STEE]., OR A"61 304 SF]UES STAINLESS STEEL M4M 36 Iw, MINIWJM YIELD
<br />STRENGTH
<br />10. EACH REGULAR STORM PANEL OC14 LENGTHS OVER W-B N THROUGH t7', AS PER SEft.CTXM 6, 6. 9 A 10 AMC ALTEANATAIES .
<br />. ANCHORS TO WALL SH4.1. BE AS FWQWS`
<br />SW W IOW ON SHE 5, 6 A 12 RESPECTNELr SHALL HAVE A DEOIS.E AND READILY VISIBLE MAatING 46MUCTWG OWNER OR
<br />TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DUNK: PERIODS OF HURRICANE WARNW
<br />(A) TQ,pL, i13_ f,. POURED CONCRETE:
<br />I THE ',NSTALJ,AtION CONTRACTOR 6TO SEAG ,JULX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN COM9AJDUS OPNTACI WITH
<br />- I/4•P TAPCON ANCHORS AS MANUFACTURED 81` I-T.W BUILDEX. INC. (MN, rr-3192 a-)
<br />THE BUILDING TO PREVENT WIND/RAIN INTRUSION
<br />- 1/4• • 1 7/8• FiUD-Sri AIM,HORS. AS BY DEwOIN ING (MIN. T'c-300$
<br />DISTRICTED
<br />CIAL)
<br />- i/4.4 SJ4' BOLA -SET ANCHORS. AS DISTRIBUTED BY ALL PINT SCREW. BOLT 9 SPECIALTY CO.
<br />t2 STORM PANEL. NWSTAUATRIN SK41 COI'LY WTT14 SPECS INDICATED IN THIS DRAWING PLUS ANY SUILN149 AND ZDNIC REGULATIONS
<br />(M.',' M ,.30GD PA.,.)PROVIDED
<br />BY THE JURISDICTION WHERE PERMIT 6 AMIED TO.
<br />- D &PMIELYAYE PLUS ANCHORS, AS MMLUFACIURED BY FLOG CONSTRUCTION PRODUCTS
<br />13 (a) THIS PRODUCT EVALUATDN DOCUNEM (PED.) PREPARED a• THE ENGINEER M GENERIC AND DOES NOT PROWCE INFORMATION
<br />("OL t' 33S0 s'.)FEMALE
<br />P -)
<br />- 1j4`0 CF TAP -GRIP ANCHORS, AS MANUrACTIMffO BY TRV-FAST CORPORATION (Y-566O P.A.I.)
<br />FOP A SITE WECLFIC PROJECT, ill WHERE TK SM CONDITIONS Dr MTE FROM THE P E.D
<br />A 1 APNIMUM EMBEDMENT' OF TAPCON ANCHORS INTO POURED CDNCRi1f STNL BE t 3/4'', 2" ;OR PANEI,MAIE V'EMAlE
<br />(b) CONTRACTOR TO BE RESPONSNILE FOR THE SELECTION, PURCHASE AND MSTALIAnON INCLUDING tWE SAFELY' OF THIS P1TOa1CT
<br />BASED ON THIS PED, PROVIDED HEfSHE DOES NO? DENATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />AHD AMPANEMATE PLUS AND I I/4' FOR CF TAP -GRIP ANCHORS
<br />CONSTRUCTION SAFETY AT SIZE E THE CONOTAICTOR'S RESPOAMBN"y
<br />A2) CALN-RN At SOLID -SET ANCHORS SHALL BE EMBEDDED 7/6` INTO THE POURED CONCRETE NO EMBEOMEM INTO
<br />W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF NOCIFHED
<br />STUCCO SHALL BE PERMITTED ,/a' P-20 SCREWS USED SHALT. BE 1 1/2' LONG MINIMUM SHDULD STUCCO EXIST,
<br />AD I' MINMUM FOR WALLS WITH NO STUCCO. AND MAY R HEADED SCREWS OR AA2 THREADED SCREWS W/O HEAD.
<br />LdI STFE SPEC,RIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AR04MM WHICH WILL. BECOME "
<br />EAST WITH YOUNG NUTS.
<br />ENGINEER OF RECORD (EDF.) FOR THE PRO.Bro AND WHO WILL R RESPDN'SIaUC FOR THE
<br />PROPER USE 0; THE At D. ENGINEER OF RESORO. ACTING AS A DELEGATED ENGINEER To THE
<br />AN IN CASE THAT PRECAST STONE. PRECAST. CONCRETE PANELS, PAVERS, STUCCO OR Now Dwm BE FOUAA ON THE
<br />P.E.O. ENGINEER, SMALL S~ TO THIS LATTER THE SITE SPECIFIC D4AWWGS FOR REVIEW.
<br />EKMSTNC WAIL OR FLOOR: ANCHORS SNAU. BE LONG ENOUGH TO REACH YNE MARL STRUCtURE BEHIND SUCH
<br />ANC
<br />HORAGE CHORAGE 'SHALL R AS MOPO4 D IN AA) AND IN A.2).
<br />(4) T141S P .D SHALL BEAR THE DATE AND ORIGINAL SM AND SIGNATURE DF THE PROFESSIONAL
<br />ENGINEER Or RECORD THAT PREPARED IT.
<br />(a) PO EX,SI1Nr. L»NClYTE B.tti
<br />- 1/4• Y TAPCON ANCHORS AS t 1 W BUILDER, INC.
<br />AS
<br />14 SHUNTER 14WUFACTURFR'S UrBFI SHNLI. BE LOCATED ON A READILY VI9tBLE Ll7GTKNA AT STORM
<br />ORS. MANU AC
<br />- 1/i' • . 7/9' CALK -IN ANCHORS. AS AIANUFACTUtir FY OEWALT INC (NIA, Ye-ISOO D.s.,j
<br />PANEL SHUTTER IN ACCORDANCE MIN SECTION 1709.9.3 OF FWARIA BUILDING. CODE. Off LAM
<br />SHALL BE PLACED FOR EVERY CPENNG. LASEUNG TO COMPLY WPN SECTION T7OB.9.2 OF THE
<br />- T/4'4 A 3/4' STAG -SET ANCHORS, AS DSTRIBLUTED BY ALL POINT SCREW. BOLT h SPECALTY CO.
<br />FLORIDA aulom CODE.
<br />(MIN c+law P'.J.)
<br />- t/4-IO PANELIATE FEMME A AND PANELMAIE PLUS NNDARS. AS MANUFACTURED P F:LCO CONSTHUGI ON
<br />11N5 020NNO SHALL ONLY BE USED TO
<br />PRODUCTS (MIN Ft Z071 P.,) IIIN 111/ill OBTAIN PERMAS IN THE STATE OF FLM1M
<br />1/4' OF TAP, ANCHORS. AS MANUFACTURED tAU-FAST CORPORATION I'��gR A•
<br />- 4 -GRIP tN
<br />.-...
<br />`,
<br />S1) MINWUM EMBEDMENT O TAPCON ANCHORS. ELCA PAHEt.MaTES AND Cf LAP -GRIP ANCHOR, WTO tHE '•• VC
<br />rLoRMA sulLDit%. COS h velocity Nwriac
<br />(.
<br />BLOC* UNn SHALL BE 1 l/e. •, W 4
<br />•.
<br />42m lkn- AR.
<br />20 raGE GALVANIZED STEEL STORM PANfi ..
<br />8.2) 17A.*-YN 9 SdJO-5E'T ANCHORS SFM.y1 R EMBEDDED 7/9` INTO PHE CONCRETE BLDCR UNre. NO
<br />167 : 7�
<br />^�
<br />a
<br />INTO STUCCO SNAS BE PUIVITTD t/4` 4-20 SCREWS USED SHALL BE I 1/2' LONG MMaAU1A
<br />ExNS, AND " MIIMUM FOR WALLS WI NO sWccO,
<br />,r�H''„ �--_.
<br />9 __ ._-.2
<br />//_.-
<br />/ IL� ,W
<br />GLOBAL PROTECTION PRODUCTS, tj.C.
<br />INSTALLATION QUAILS EQR REGULAR PANELSC-t') do ]lam
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES G1M«niET AWNDA6
<br />C0N4K,EfcN ..D \ iimm a ""WON 9)
<br />WN(SMCIIFTE AHa$oNEeLAE1NH M. a T14MWN e)N---"--EL.-_-- CONCRETE *.O.m
<br />A,E[Ts • YwlrnHar a) `'.. EK57MG PlWNED , rI anNplKi1 e)„ cab lK flE0LIR11Elij. .,,_f
<br />-ia i CONCRETE REDONE$:: - .�1 L _,1• M*, t• MIn.-
<br />- J
<br />H '�'2" ,:��, t ;;.' > - 1/7 + a•.. r x.S Rea �f2s PI a
<br />. 1 r AMNA -
<br />1 Yj r
<br />1 a• >: �i(P T
<br />MP,L / r
<br />R
<br />1 -f"Pin. ..-.I- 4 - i
<br />ED 4 1
<br />i e
<br />cnsn w PP IR. I m v -
<br />�.
<br />-11 �11
<br />_ 1 ED
<br />ED
<br />I
<br />EaMum f C e
<br />-if��1 E%IStlki POURED A'. �A'�P 1
<br />�" •`M1 I G.N ' 1 1 CONCRETE REQUIRED i I ewe ,1
<br />I ,_T
<br />y. �AN1Gy,A�3�^ t -
<br />1 1 !Q AOm,MF 1 9 1 a9W ielo e g K• $, I VVIR, "Is o
<br />1 J S. !reef f N , .. .. T2 ,1r' OC ' - I . I 2 i/¢" aC
<br />WE ICNiAgH Me, i
<br />rill EH MT 1 1 1 (i 6 N". suawAl"
<br />oA*x+s. m mANI ) ( ro Dues. 1 IFa w 1 I >o Iry 1
<br />Haan J T a"`-. I i m p.WA H Y .fhYMIAWN I
<br />W I
<br />,.. I T I ` b'.. _..-- ; A y 6XafIP„ I 1 N I ' 03 i :'' ( F 5t G• J y I
<br />O i I +.m t `, t aANM 1 - �.
<br />, (7�) ' ,
<br />1 1 1
<br />5
<br />1
<br />1
<br />1 M I
<br />1 I ._. ,ill A(R a oa i s ,/r as __.. _-�YYF f yw
<br />EXISTING PT1t1R[o.' E D i I & � 1 • ' - v e. ? E,p I ;-' I tN.4 •• `I cYBN mo • 3
<br />,.... rl iyaV R 6„e. N A. ERERNG POLIYCD. ,�• 1 EpSRHM, POURED ED I ,a 1Jr aG +Y;
<br />CONCRETE OOK R W. e . I I 1 CC 91O0A __ _.._ _. _ _ .)coNctim OBLOCK .. -R
<br />MFOLIRED ,¢ i 13 ,/3' al. 2 ,.. RfaJ(ED - ._ __.... -
<br />2'
<br />r e ... T E. 'r.
<br />' EA57O/G PeLAtED. u m p _ .�,• MNn., 1'w sa4A� Co"m
<br />�. 4'_ m
<br />u
<br />w
<br />J
<br />RE , .W
<br />g4
<br />GINNED. sa.
<br />- CNt tklCinga
<br />h Y 4 4•AP CDNDWEA+ 4 FA,KREIT ANKAIais CONCRETE IwalDgs
<br />._ C6110ETE AxaaRs
<br />- ills • r oc pq
<br />ai T f'
<br />sere,. w s>n n
<br />R 7 - :u�'I"
<br />STIo�R@ S11A7 \: \� 1y
<br />/ '- �... � lNE Sr3EAMNt ant-... .. - r3kE T,�A.E ON a,a C3EE so,¢INIa all ,.. aeL ills: e s n.c
<br />"bare W �4))Ai,,�y� 9Kf%S a TRBRIU�i 9))Q _�"'__] SHEETS 6 TNROUW 9) 9HEtS a TWtlpAH
<br />SECTION I CEILINGSE M ALiiBtlAl 4lillIlitdi
<br />SCALE 3/a-1' 9CALIC 3/e-, wALE 3/6-1• 14E 3/1F,
<br />1.- -'.. .._ . 1 I —' _.--_---_..
<br />I I s E.O. EDGE DISTANCE
<br />t I
<br />1 =gQ14"s I (SEE SCHEDULE ON
<br />-IH'ao,* ABINr'NWN' I `.%,' SHEETS 8 A 9)
<br />1 Io aAm. i i
<br />I I
<br />I' I NOTE M MN OF9sE7 m
<br />IT4T� aG sop A 80TM l MOUNTINGS cw BE
<br />1 , :+ M ,.WIiMNIFMI
<br />I , 8 AW,�'ES A tiWFA COMBINED IN ANY WAY TO SUIT ANY
<br />yt1'�".^•': ••wt INSTALLATION,
<br />�. — - � - - E.C. - - 14
<br />P)
<br />AVLIIOIS i�
<br />Sty to
<br />THtpIXIO+ �
<br />hill .
<br />CE
<br />SOME 3/e-1.
<br />YBQDr)CT 1rvwr.gf---P I. NO. 20.872]t.Ol 3
<br />S. E L CHARACTERISTICS
<br />MATERIAL � G'B AND SPECIFICATION,
<br />Shall be strictlyin accordance n with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20-178. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20476.
<br />7._LIMITATIONS AND CONDITIQN OF UA -
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />prepared by Tdlteco, Inc. and signed and sealed by Walter A. Tilit, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida auilding Code.
<br />7.3. Product shall only be installed Into poured concrete,'concrete black, and
<br />wood }tame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.; P.E. (Florida License
<br />No. 44167). President of Tilteco, Inc. (Florida CA-0006719).
<br />MLAII{M P 1 {tonq
<br />/4&`, ,.
<br />0e "Pti. T [(/,
<br />/: `' tliNM ''.'Lf' k
<br />__ _ y
<br />1.'�: � ---�- ' 44107 S
<br />_ STATE OF
<br />D,c ..` COA . `*'>
<br />+(+,�StONA#111111'i F �L
<br />WATLL
<br />D:1 TII_TECO ADMON RECORDS I P. E. REPORT.201 GLOBAL PROTECTION PRODUCTS, LLC 1,20 GAGE
<br />i3.ALVANIZED STEEL STORMPANELI DRWGRB 20-i78 t REPORTO2D-0726.01
<br />/I 1 L I EC: 1N
<br />TILLIT TESTING S ENGINEEPIN13 COMPANY
<br />_ _ . .. ---
<br />WALTERA. ITLLIT, rR, I'.$ titT600(a BDr.CCLD
<br />PRODUCT EYA�AAU� I I(]N REPORT R.7 F T,i W.eN, 4aL6T
<br />FL,LA. LIAa,4514.0Do6?19
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY.
<br />Stone Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Products. LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1, PURPOSE OF MLUATION:
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />S1G20-3, Method I of the Florida Department of Business and
<br />Professional Regulation.
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />Drawing No. 20-175, titled •24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 07/2712020. This drawing is an inteR�l NCi!IMIS
<br />Evaluation Report. ,,*` 4 x ,,/�((j /�+,
<br />/ " . Y416?
<br />7,' 7 *"
<br />it .. S7ATE OF :'n
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 3316E PfYotte (305) 871 I 'RCtA( 8II111-I531
<br />COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-I-)
<br />_____-- _-_. _.15-too- (TOTAL WIOTN)_-__ - ... _ _ ____ ......_- - ,-_..._. _.__._.....--- -..d5.t96' (TOTAL WIDTH).- -__. __ ___ __--
<br />.12.5w(onclrwwoTO-._.-__. ____..-__.__-.._•..
<br />I-__. ----...6 1/4' _ -- _ `._' _._.___ .6.250----.___--__ -
<br />_. -,—
<br />+ w I3f0 - 1,350,- - , r' - ,�- ,
<br />i ,.4 I yPN 4 f --t S50"..- ," O.W!" WL THICK I-^1.350• ^, r ! 1
<br />,
<br />` N { >` r` 1 B"Oy' .. OALVRK2rA STFII. 'i
<br />yp• I �,R"+. A'SIM AIMS )
<br />M4J. �TT'- I GMM 60 `T'"
<br />I
<br />1e-7-
<br />/• 2.&S7' 0.036' twit r / /+' �fi; ) T�BSr G-a0 GALH.. tA_
<br />_ GALVAeim STEEL I 1 -
<br />''>
<br />`
<br />Ss TYP A-es3
<br />2.t D0' 2.Da0• 't-'' N
<br />A6TY 2 rvP.
<br />2sg- 11 '
<br />' �\ GRADE Sa MKNIULt � DETAIL a_T �� - _._. E�OE OETAI
<br />\l G-60 CALv ` ,
<br />48.0 LLiTAR. A Mlv
<br />__ .__ .. _ ' '-6.250'._.-.- __- , ..
<br />Q WQS► UN 4 END STORY PANEL
<br />-2.- _..
<br />f
<br />PANELS EM W /" r" I I I 1Do. It 0, t25' - 7ba•- %fl-211 / ,125'
<br />.. i' JW SM4Y-2tl,
<br />W/ +TE8WKE7 gXrE'. -- /�.,� .. ! .tOD' t.750• .ff0• �: - s.125• �' ;75D"••..
<br />sin
<br />e y R a t - J t�O AAA : % AizE R I
<br />1 12
<br />WALL
<br />L93' .093'
<br />. 3.375' 2.000' t.5w -'---i t ,.SfiO•
<br />.093' 2.t25•
<br />:- _-L�-j'. pg3• LEE t 9 9 939' S¢ p CETAa OEl'- 1.
<br />_,.
<br />/% 1 4_
<br />{ `i "i t24_. l..t73 . ....4
<br />- 0250' 1. 35 I
<br />.. , R a 7' 3s
<br />1 i 1
<br />i--1 t T I j
<br />i A a 379 'Z7D t ) ,ZS'
<br />G _.
<br />X _. _. , -1 I �J/ iAAI R. =30,i -. ... _. S" Met. _._ .._ ..-.-_6500' :--1500'.-..
<br />RIC VIEW ISOMETDETAIL A L _2,Wo.W - '.--2ooG -
<br />ROOKED CORNER O ENDS Of PANEL'S
<br />END LIP WEDGE Q Wh' �
<br />HEADER "U" DER � Amu QGLE ANWITH sm @ ANGLE wffH
<br />HEA
<br />T,S)HEMMED
<br />(N.1.5) l_'./
<br />REVERSE STUD
<br />I I-
<br />!".'.' _,-.. 39D' --OF PAVED .1BB ... �e' ., -t- .-.
<br />I SEE DER. . _ _ S..
<br />t ,/Ha a 2!u I GYP 374•_- _ I 374^ . l '-
<br />I __ .... R _.._ 7 304 . 1 M _ ____J !
<br />'13�5 SRO MLlFO Ta
<br />7.407't.DD3' ..- r - i - :' A1VOtf a 12 t(2' OA
<br />3E`+
<br />625'_t - _ ..-
<br />1.67t' ! ...i
<br />t.671• > a ; j
<br />t t ' . ;.I 063 I.3431 N 1' R 1 015' 1300'
<br />�.
<br />OY HOLE FOR TP.
<br />_ 77W
<br />a H_. 1-'-_ L ...___._} 4 _.-__ .1
<br />A'ERY HOY6RAP a ..
<br />e 0, W5' MtSi. 2.000`-_.-i.�•
<br />KEY HOLE WASHER �tiYP.)
<br />� �• 7.D00-
<br />\:J
<br />- M* © 'F" .TRACK ANGLE (R 3ZA' "F' TRACK T FLAT PLATED
<br />r___.�--�,`
<br />CLOG- (W..)•-.004' ,,.✓+''
<br />- - _. .; ( sye•P ���A T/((/�. WITH
<br />GALVANIZED STEEL_ - ----I
<br />MW 15' LONG
<br />.
<br />�1jCEN,�..:9,
<br />F,-oc3
<br />.375"4 I '. b y .at5's ,''
<br />I- � 1 No.44167 E
<br />375 r .67i•4
<br />. 1 I s * : * ' * i? FLORIDA WILDING CODE (Nigh Velocity Hurricane Zone
<br />- - -_- _
<br />?D" = =.Re75 = H6rT TB PAt1EtO CATS : I4F aAme mtem ec 20 CAGE GALVANIZED STEEL STORY PANEL„" 8 r.
<br />12SK[X HOLE AP
<br />--w2,DD0'._ ._ tM
<br />A7 PANEL giFA iL E Y ©INC. GL08Al PRGTECTIOItt PRt:DIHtF3N LLC. /',"`
<br />S i���
<br />*
<br />X7 X1/4 onto FL 33314 Saw
<br />ATBMAtTN61: uSF TRNG ten W/Otlf
<br />ALUMINUM ANGLE MEND WPc WASTER w/ ADDrwIN .w"�WM"m m'.e.0i6'e"Rp"°"e n ' PHaRe to sw :Ha 6Ax t6�1rA eIn 20-176
<br />=
<br />- 7/eticT/3x (STANLE55 GA -mete IPA' - NN ! meeme R`
<br />TTTm OR NICKEL PLAYED S7 M). .L 9VA/SAOYsiMe/GME 4Va1EA A Wu,R A`. PE PP 5 rn MItF1 3 or H
<br />1
<br />INSTALLADON DETAILS FOR REGULAR PANELS r DO CLD = DETAILS FOR INSfA1.1ATH'IN iN POM ONME,
<br />INTO EXISTING QQURED CONCRETE OR CONCREJE BLOCK STRUCTURE URES R= OR �
<br />FAIIM-el a PAND.MA'IE FEMME ro, CONCRETE ANaeRE 1 "; VAUD FOR FEWAR,. LIFE SAFELY AND E Z }WING. ST�]RIIIi PAlE1.SYSiEIef
<br />PAIEl,wITE "LDS cR or aa-a6P
<br />,•. i
<br />SCNFARZ ON DIET D L 9) SHEETS 6 MouaH� 9) ..,-1 i•
<br />_.. _ --... ... - i
<br />2
<br />t-
<br />/ 1A44
<br />o-
<br />11
<br />r K.
<br />1 wm y
<br />4 �gi
<br />i�_"
<br />CCN0nf7E 't.. i E.D. `.:.` -, ,i i _kv "tlt,M'p�TecW',7s°ol�,' I ,II;
<br />*mum i aH � aN.W t r..._4j.0
<br />1
<br />3 .. I
<br />EI `ti. I ;,.; ,'` 1 MAIN i , A Y',,y yp/J•a' .. , l aqp.
<br />1 fi ,
<br />I
<br />I $ 1
<br />...=
<br />E :.$ ` ,' 1 E7a5rinG POLIBIL•L. 1 I I.e., , r _ ' ,' r '' r N,r en L N ,Iw. I
<br />1 � CONGREYE OT 1 t Am'.... t "" --I--
<br />- _ J
<br />1 i li � 9WCX 1 1 - {i) 5. t _ _ r _ 3
<br />1 1
<br />A tnit) �l -1 - •�
<br />1 I 1 4 ,..A ,r ,r
<br />'
<br />t
<br />. 1 �ka t
<br />YA. ,' WW W CASE ® LAN]
<br />«. I NWA tall , . , AYC °- . A"AWW' +MN P
<br />Ij'-laA w, x°tl�'PHII°MTaY 1 y �bA rP""AaW, i , oc 'rr - j.
<br />g reeaAa M. �.
<br />I,
<br />.10"ift"lat
<br />I TP coca I t�'� iWN 1 I \ r. r. antHr^ +aP.PF Ls,WuwA,
<br />_11
<br />t Y NIP, AW mil Ao _ - 7': ___
<br />H r' t " , i TN/ 6N, " APPa mPm1.
<br />1 t aNIpW 1
<br />E.D 1 ^.
<br />1
<br />WPOURED ` - I '�__ A i @� c cPLANl "marl"
<br />i 0 9MLVmT� E
<br />CAKRflF WDOA -
<br />I 1 CASED LAN)
<br />EXETIUNO I DALE & t'
<br />NWOUeYD H
<br />POtNED 7/'
<br />1
<br />I CONCRETE SCALE 3
<br />i CONCRETE BLOCK:
<br />W4NW
<br />""'
<br />F wi wEEMAt'FtE _ H i r y2 r"J4 �w`"N; .►)'ot"' W . T- �l
<br />PLUS OR OF TAP-W(RE SCHEME ON "" - . '
<br />SHEETS aR e) all � SNNFETS a ,FnroulH a) f A - - _ - -
<br />WNECIBMUNES V&95 SECTION 7 f
<br />SCALE 3/6-1' °SCALE 1'1 -'. - IN+. aeWn or% - &a. A �` >L` `,"�mIO"i.Y,. uIW"W,e'M
<br />_=IDQSVVNG a NEW 1' WALE .MINES A I/6-- E.D. ,e EDGE DWANCE �� {� ��++pp qq /q *4.eWAPPM _w
<br />T9OK AdIM. TUBE OR 1. 4 (SEE SC14EDUE ON - L! M � 7l li�L LAN)
<br />COSTMG STUCCO/ P.T WOW PLATE SPACER r � SHEETS 8 h 9) - - SCALE 3I".
<br />_. .WOOD a" ( -_.'01 ,
<br />e NEW I' *= . VARIES A 1/8' " I � f�Tl FOP COMBB41giOH (±� - ;
<br />ALUM. WK ON i' . YILOES
<br />1 < BE T� TE � I COMBNED IN ANYOM MOUNTINGS Su CBE
<br />AN CASE E (PLAN)
<br />Fi `. , ATE A+CHWNS
<br />tSU SCHEDULE '51INSTALLATION,
<br />SCALE 3/16-I`
<br />I • SHCL15 6 nPOUMR� 9)� f 1 .I. Eant. AIa1,,,
<br />�-
<br />EXISTING POUR _,
<br />�
<br />MYM1 AAAen Ibcn+
<br />r
<br />Khoo a s'.
<br />ta*GE1E ,#Com .-:
<br />! lg1�lAF i fi12' Min-
<br />CONCRETE oR-
<br />COFCRRE BLOCK `
<br />W. rpAttA
<br />taUrt pt N6AIER
<br />to
<br />TrKN
<br />PTA saAT a W U 3 M.
<br />RtouMEA. TMOrs ~.
<br />DEWL FOR 2AI RS
<br />@4Iid3M TRACKS ADJACENT
<br />6CALE 3/a..
<br />REQUIRED LTA.
<br />TO ,STUCCO/11100D BANDS
<br />CODE
<br />MOM&I EVALUATION aEMMTNO 204727.82 2
<br />22 TEST REPORTS:
<br />Large missile impact load tests were performed under SSTO 12-99 standard as
<br />r section 6 .1. of the Florida Building norm pe 1 09 2 o da Coda. Uniform static loads as per
<br />Section 1709.8.3 r pe ASTM E-330. Test reports prepared by Amedcan Testing
<br />Lab of South Florida, Report* 0814.01-01 dated 03M 1 M2 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No.
<br />0219-01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largoespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Jutio E.
<br />Gonzalez P.E.
<br />Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E 8 and Tensile Test as
<br />per OC Metallurgical Report No. 10KMA 318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING G"U.LATbNS'
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs, design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tlitsoo,
<br />Inc., dated 12/18/10 and 08/27113 (for this revision), signed and sealed by Walker
<br />A. Tillit, Jr., P.E.
<br />3._MISSILE IMPACT RESISTANCE
<br />Large missile Impact under section 1809.1.2 of the Florida Building Code, as per
<br />SSTD 12.99 Standard and TAS 201.
<br />4. WIND LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11,13 thru 16
<br />and 1S of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />PB'.OnrIC'T'EyAr,uArrOJL�AEPOATr0. ZO-631.T nx 3
<br />S. LN_$_TALUU10N:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 16, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 15, 15 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />t MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1 and 2 of 1S, of Product Evaluation Document (RE.D.), drawing No,
<br />20-175,
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7 LIMITATIONS AND CONDITIQNS OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175
<br />prepared by Tilteco. Inc. and Signed and sealed by Walter A. TIIIlt, Jr., P.E.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2of the Florida Building Code,
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tflllt, Jr., P.E. (Florida License
<br />No. 44167), President of Tllteoo. Inc. (Florida CA-0006719).
<br />WAT,LL
<br />O:I TILTECO ADMON RECORDS IP E. REPORT.20
<br />GALVANIZED STEEL STORM PANEL lDR/G # 204761
<br />1/4, 2/4, 3/4, 4/4. 5/5. 7/5.
<br />1W/10, 2W/10, 3W/10. 4W/10, 6/5
<br />5W/10. aW/11 h 7W/II
<br />3• MAX AAHIORS: FOR CONCRETE SEE SCHEDULE ON DOM 8 A 9___._ r MAX -
<br />,,.I, MIN ..o._.___ _._ _. FOR WOW SEE SECTIONS ON SHEETS 10 t 1/ I I. Im.
<br />0 o o b
<br />D.M.,O• 0. @+� r r --�- r-T---z-r P T- 1----- ____-r-1- -, r - 1 ------ , t -
<br />,;�I � I
<br />4 3( +)-@ - kv i t( I i�
<br />I o^
<br />i
<br />I
<br />I I
<br />ED
<br />I i
<br />i I
<br />I I I I I i f
<br />_c. I) ,, i I -1. .� i _1- I _
<br />_. - T _ _.._._
<br />1 I
<br />T + I N HAT I . T -T
<br />i I �'I ! 1
<br />i I -
<br />1I 1,_- r i. I I
<br />{i i I 1 1 �._. i I {il [_ j I I 7�!1t
<br />[_11
<br />UNBOLTED PMaLS 1 I I I I I I .,iBOLTED PANELS w/ 1/4P-20X1'_-
<br />- ` i �i -. i,#.S. M.S. 901.E W/7 a' . O/32' ;-r,(SEE SECTIONS A5 I i f ! i C . I NGNUTSoEAaAT�wAwi AiPPUCASU) i I_, I It ` I1(SEE SECTIONS AS APPLICABLE) ( i jj 1 Ii If
<br />ipp , _ .. _ _1__ __. .. _.. -__ 1�__1_�.__ _ _ i_..._N.____4 ... l_!
<br />{ I, i I I f
<br />I r f i I I i I; , j '; i
<br />+ I i.. ' 1 _I f I i
<br />D. M.. 4 i- - - - - r i f -
<br />®® O A I .. _,-- ,_ I i
<br />1 I o_ a --lo o I I
<br />/� �� ( ,. _. ,
<br />-s. =- 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, --,
<br />1W/10, 2W/10, 31110. 4W/10, 6/5
<br />SW/10. 8W/11 a 7W/11
<br />_- _.. ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 6 ! 2_.... ....._..
<br />FOR WOOD SEE SECTIONS ON SHEETS 10 Al 11 ..._'
<br />._-------- __ _...
<br />REGULAR STORM FA ELLS J) A ELEVATION
<br />N.Y.S.
<br />i/4' r
<br />WAIL. GAP
<br />In
<br />agar
<br />1/4" MP.. W
<br />INSTALLATION DETAILS OR REGULARP¢NELS(I A d
<br />INTO EXISTING POURED CONCRETE OR CON REIE BLOCK STRUCTURES
<br />qEQ _ --_ ... .__ AWCHORS: rM CONCRETE SEE SCEDULE ON SHEET e_..-
<br />_-_OR REDColTE BLOCK k CINCRE7E BLDOI _. CBNCREi BLOCYI 3' W, FOR 66'r SEE SECTIONS ON SHEET 12 3. I
<br />REWIREDCONCRETE ANICHM RLOALL� REQUIRED -__. YIIOtE MMLI.EY) I' Min.
<br />eaEOUTA ON 9 UtL ON .....{ ENO WW NMNM -T es W. -.. i
<br />SHEET 9) 'RIECI 9) SNQT 9) _-__
<br />7 T
<br />-_ N �� I _.T ��. t,, I - i I i 41 . -- I .� I I. I
<br />\t
<br />Di : : I 1'
<br />I
<br />I
<br />E.0 E
<br />MtAK
<br />i
<br />,
<br />I I r y E H , . I ". te'W-4eri
<br />.Q -. A.: . �S U;o; ..�.,. i (`. . , ; �A/6�.ytlOUS wl I �', I .-� . �r�rj11
<br />i t I 1 ^ i- ;WIG WRY e i , t I I: _._ i�
<br />( IF. w1WIYIroN i 1 NIA ..NAM To l ^e ( r I..mlm ll, I i oYEwtAP H N . y f i' I� I -1
<br />r-(P�A OAAI H W a I " I � :_ J I I I T I. ,m'KLst6K T 1 4 ,,yyyy((
<br />1 QI WEYY O 1 bWEt i II 1 IIQF it I f
<br />3Y- - � i "- 0 - I V9 O
<br />.
<br />i
<br />I
<br />smI
<br />lffkc�0�"'
<br />���g{{{a I�i�te•I@tK�Y6YR/'. ' Vi a, ""�.' Wt�'TSTWI G `. ;. !".. . i -i - : .. -_ ._... ---( Q I
<br />+IMHG rcR 9 aaH _._....._._..I . 1NYq tM rAdi - _---._ _.I I I ., I I I DIXLAP I I IaAIn. t,7 d l 1 l
<br />RR ' N . ' I .
<br />r1i
<br />.. - .
<br />I rD9 I j 1 N'W I__
<br />! Di
<br />6
<br />aI� a , 14 BR'R 3` Yecy
<br />BOX 91rrlE'-II i 1 OF 'V a° `-# . -r MR.. _.. (>.Y..�aR IR RIR'E ,' YI,.'.
<br />DF L
<br />1 . : i. Y�y MAX OF i wn
<br />!i: _ , .() .: : . -... -. .- .ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9,, ._ _ _.- _-r
<br />MAXMAT .i ! v 3 Mvr
<br />FOR YAW SEE SECTIONS ON SHEET 12
<br />le 716bH,a/3T: -
<br />rM f
<br />Ea E,D-
<br />� { REGUj AI�STORM PANELS . & a ELEVam
<br />e u SCALE 3 32 .1
<br />I
<br />K
<br />at
<br />M i'
<br />.ire �_"�' __ - _1___. ' 1...E-- '. i. I/ -MAX. GAP
<br />1 4' ., i - I_ r O -AP� 1 Wl4SE witum
<br />i.. Tom, _ ..�4'h20*3/4' S.S. BOLT ' - ---
<br />C 12 1/2 O.C. CONCRETE ANCHORS _ _... _ ._ _ _ ._ -
<br />tYNNCWETE AtMa1DRy - 3 T a9a)MDUL 00 1/a" At". � .
<br />W/ EY 2) (Sri sCllEauE UI/ --- SGM)4DULE oN _ZI W SCALE
<br />COKYETE ANCHIM PACORLO a)HKSEY
<br />s,m � TID WHtCle'REft OR CTiO' A A fTVn_)
<br />._ OR OOtltlL1E KOat an mvum 3%O2`P�T '�
<br />ROARED leamL REDOWEO
<br />DIRECT ,WR
<br />AND WA DWM uwkm
<br />SCALE 3/5.1- SFJAE 3fa-t` SCN'E lI...
<br />N_ 4'ff„ frffi rOLNAa,AYNnu Or err^Tr�FNc:
<br />ED.. EDGE ODNTANCE
<br />(SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE
<br />SHEET 9) COMBINED IN ANY WAY TO SW ANY
<br />INSTALLATION.
<br />.1. 4
<br />Cll
<br />Cll
<br />=
<br />Cn
<br />_ C0
<br />N
<br />U
<br />CU
<br />Q
<br />Q
<br />C
<br />0
<br />O
<br />c
<br />-�
<br />ca-0�
<br />,
<br />U.4-,
<br />CD
<br />W
<br />}?
<br />--
<br />CU
<br />'�
<br />CQ
<br />U
<br />O
<br />, ��
<br />`
<br />Fn
<br />0^+
<br />C
<br />C
<br />0
<br />W
<br />Chi
<br />0
<br />0
<br />'+-� ICUw—
<br />U_
<br />CIO
<br />.�
<br />Cn
<br />-0
<br />CU
<br />E
<br />L
<br />ty
<br />0
<br />L
<br />Q.
<br />F
<br />C
<br />-0
<br />.0
<br />�
<br />U)
<br />0-
<br />Q
<br />4
<br />Z
<br />Z
<br />W
<br />J
<br />N
<br />N
<br />L.0
<br />00
<br />>r .
<br />C)
<br />¢ C ci
<br />A -A
<br />C-) CV
<br />-p =.K
<br />C LA- a-
<br />O >.-
<br />LV _=
<br />N Cm u
<br />N-+ " Y
<br />W
<br />37
<br />rZ c
<br />c
<br />v -
<br />3 ec
<br />3
<br />y W W
<br />v W
<br />� C F �i
<br />= • � T
<br />.' d S
<br />c E
<br />a O
<br />p- t.3
<br />t_
<br />0
<br />Cn-,I--,
<br />L.
<br />0)
<br />W
<br />AAC
<br />"Issis-111111'
<br />+00J
<br />U)
<br />ICU
<br />O
<br />L
<br />U)
<br />CDL
<br />CL
<br />a)
<br />:3
<br />CU
<br />0
<br />a-
<br />U
<br />a
<br />'a)'^
<br />v,
<br />ICU
<br />W
<br />2
<br />Z
<br />Z
<br />Z
<br />Q
<br />J
<br />d
<br />SHEET NO.
<br />SH 1.0�
<br />
|