|
( I 11 I I l ill -11.11 I I I '1 11 I 'in 11 I_ _ I I I I II
<br />I I I III I I IJ --- - -L-- L- 1 I ll I ItIp 11 I
<br />3' IM%.
<br />MN.
<br />D.M. or 4a __
<br />O O O O O O O
<br />�ii
<br />-
<br />I
<br />I I�1 I�I�Ii
<br />- - ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 a 20)---- - -- -- --
<br />�MIT?. 44/17, W 4 36/17. 40/17. 5W/14 3' MAX.'.
<br />MW/1% 7AWl • UW/ZD FillOw , 79W/1s a sol 1• ..,
<br />PAM I
<br />Ln wr PAIR ' WDPAAR .A,4
<br />i
<br />__ � . --� "e'Ai �OLri W/2Av 3/]2".- '-'ell I- "- -- y l l {� I F --- - - - �1 -- -- ..1 �- PANEL LENGTH
<br />I§ I / or�olt� PMaIaI AT y. ., ; (SEE SCHEDULE)
<br />IlI 6•
<br />�jT gl(� I
<br />/� . I --EDfMON • VE WE7'/ �ij
<br />D.I
<br />J• MAX, ]r,/17. W/7, 6+\/w 4x 1 MAC N9 a UFT • Rot 1. � 7. 48/+7. 69/16. s' HN%.
<br />eAw 1 CAW t9 a RAW NNw 19 faW 19 a Belt
<br />1• YN / 9. ANCHORS (SEE SECTIONS ON SHEETS 17, ITT. 19 a 201- / .- . 1' MIN.,
<br />OPTION2 FOR LIFE SAFETY STORM PANELa ELEVATION
<br />SCALE 3/11l ,/.• - AM,
<br />f
<br />X L
<br />--
<br />, �.. !---\
<br />: Mum . -- z -- �--Z-7711L
<br />OYMM- '
<br />04 :
<br />SECTION A -A
<br />SCALE 3/11l
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL.
<br />DESIGN PRESSURE
<br />L (ft.)
<br />TO GLASS
<br />CONDITION
<br />RATING (p.s.f.)
<br />(SEE SECTIONS)
<br />+55.0. -72.0
<br />W-B'
<br />2 3/4'
<br />UNBOLTED
<br />FLORIDA BUILDING CODE
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />_ _ .r}_ _ - _ - _ _ _ __ I
<br />1.11
<br />I
<br />i HEADER I' 'CE
<br />,I�
<br />'L `�w00Del . . AEDWREDHFAOF]L
<br />WINE
<br />} /
<br />'/ ,� II _ - 1/4Y TAPCON • 8. O.C. ,/4Y TAPCOY W 6' O.C. W TAPCON O e' O.C.% _ _ I/4'0 iAPCON W 6' O.C.
<br />-w//1 1/I• MN. i1pEJ1DED --W//1 //2 YN. TUIEIOEO W/1 1/2' IN. TIfEA0E0 '/ 7//I 1/2' LYE. THREADED
<br />.Ij' <EfE1R,l7ON AT W000 I PGElM710N A woc0 i II, TON AT R000 f'E
<br />j' /'' METArDN AT MOOD
<br />. I ; HEADER 'I, . HEADER .1 I MEN" ", I � s I HEADER
<br />I.
<br />1/2'/1 t
<br />t
<br />'i 1:
<br />"'-i
<br />1 I T
<br />T '. " 1 12.1 .' �':
<br />Mti. '. : . '. ; LRn. ION'.
<br />I
<br />i.
<br />;",
<br />- j Cdrt I - Lart. _
<br />LaLI I I , �11
<br />EXISTING -� I EXISTING - SEPAN®,
<br />7' Ilw. GLASS (.a INHmME - V Ma GLASS..~ (IFYamIAE
<br />w seal ,a ' POOR UDCTHH w SHEET TY i
<br />PANEL LENGTH IBELOW) � (INS NOTE 1 BELOW)
<br />- (SEE MOTE I BE10117 :
<br />w spewrow PANEL LENGTH r_ >�'iLYXIN I PANEL LENGTH
<br />EXISTING m HAAIs _'.)_._ _ (SEE NOTE I BELOW) EXISTING m OlM6 ' I (SEE NOTE BELOW)
<br />GLAS5
<br />GSM axm 1AI i ,/4'F20s1- r
<br />,,l SNZl tO ,/4'1-20.1- _ -
<br />' SS M.S. W/ - ___ - - - SS. Y.S. w// -
<br />1
<br />�. _.- ... _ �.._.-_ I
<br />. , 3/32' ' 7/e'P .�3/,,
<br />' 1 .. WING
<br />_�E _
<br />.._ -' �- -- '� 6' _ "� _ _ 4.
<br />- •a
<br />: --- ---- - .- , � ,
<br />, 4 -
<br />I I ,
<br />�,. T
<br />_ __%I. - PENETRATION A -1- _ .-_ . -
<br />WOMEN OF PLATEN )� �
<br />�/o�q
<br />E• CdiT. 0 I C9 IT 0 E•
<br />0 lJ/ '_
<br />H f _ _ -
<br />t R , J _ 1/4 0-21W/4TL5. Y.S. W/ -
<br />'..
<br />!I - 4� COMT. I COH,H. ''`: , �' ''.. 7/8 �.3/32' WIND NUT - 7/9*"3/32' WPC M-S. w/
<br />�1/8'..
<br />3/32' WHO MUT I' - ye'.. 3/32' WING (- - WASHEw • 12 1 t ^' /SHOO (Y ND) NUT
<br />n O.0 MANS ER (eEY0N0)
<br />I 1.WASHER Y 12 1/2' O.C. NUTfWASER (aE#00) 1/4•. Y s• D.C.
<br />- - (5T{i Ill w/ sRAj.C. _ ,rAPCOM
<br />7 2 ION TMFAon
<br />- -- � 4(SRM•OTERFD��B'j sMH) C
<br />. PISE7R/ATIOM AT b,NMTN I
<br />w ' 1 w I I G' CUTE .' .-�.
<br />- _ _ NON AT YOPIIGED NON AT 110WDM - W000 CUTE i2 1' IYOOD CUTE
<br />Of Purz a CUTE -_ _.
<br />REWIED
<br />PLATE •
<br />_ " PFOODD PLATE _ . __.. -_- jg
<br />_ _ _
<br />EOUYEBw00D
<br />NRFW&L
<br />ALTERNATIVE 7AW O REGULAR PANEL 7BW
<br />WALL MOUNTING INSTALLATION MOUJIMNG INSTALLMON ALTERNATIVE
<br />SCALE 3/8•-L• O LIFE SAFETY PANEL
<br />SCALE 3/11l
<br />NI
<br />SCALE 3/1l SLOE 3/8•-1- �,.F"' (*
<br />tN�S �§��. .E 4 �•.;itORWA BUN.DING CODE MI h Vetoe Hurricane Zone,.
<br />• JW
<br />IRSTALATONS ARE ONLY VALID FOR OULONfS WITH AS.D. DESIGN LOADS
<br />':
<br />ro +ss.s. -72.o PSF Oro PANEL'S LEMGIN LP 70 s'-e'. 4 1 * 1 aapm ntm, 44c 20 GAGE GALVANIZED STEEL STORM PANEL rP
<br />INO.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD M ALBOS TO BE SOUTHERN - ,DTe, w:
<br />POE HD. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUYL * .
<br />°"DAM
<br />'0%,j•O�
<br />� I GLOBAL PR°TEctwN PR°ouC15, u.c'
<br />-f�� IL E C O
<br />,,CQ� '�
<br />���J.y�
<br />RNQ.
<br />f'L •� -NODiw61SHINIERe
<br />,
<br />�Qe A,N w. w a• W 4Wse, n 9 Y P1aHIL lyL)M-776LWo. FAIL ((p64k89-Wl? 20-176
<br />am
<br />�, , `ws :NUM •r'G- VG6rl',: p1-1n, EYwPNp b
<br />:0Il
<br />HOw•Y wimmew
<br />!FM/YOIMTYIE/0"1[
<br />wALTDI A NUT ... P.E. Y ORY ,. w m
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_1(4' TAPCON ANCI,oas __. It 1APCON ANCHORS _. V4.' TAPCON ANCHORS 1/4• TAPCON ANCHORS
<br />a B' O.C. W Y O.C. 0 9• O.C. -- • 9' O.C.
<br />POURED CONCRET� \� POUIEQ CONCRETE_ I POUIIED CONCRETE. `' POURED CONCRETE
<br />BLOCK REWIRED FI ` BLOCK REOWRFO 1,_N_-L -�` REOOCK IMED 1 - OCK'EWYED {I
<br />1 1/4' 1 1/4• 1 II 1/4'
<br />1 r I \ i __.- - --i - ... _ -1 7
<br />-1
<br />ED• E.D.• . LOA I � EO• \`
<br />11
<br />P'w.= wm -a� I wl m 0 {{1j..r sv 'n m - IC�NONf I wOU m _u
<br />FKKYaN_ I t.r® 01 I wQT W ' R@, ,a F `,�.-i wQ, a ,
<br />������`--1I 6 Gl/55 1N 3J •Ty#ds ls(3�fi r ` _ :" II
<br />I Y S r/ )A11
<br />13 'e . 3i `r
<br />_ _ _ Y1 )*
<br />':"--"i
<br />A* aOUP 3 I I ".w/ afRAP
<br />I ' ,
<br />I ---- --- . - -- I r
<br />; :
<br />II I [SPIT l I COT.
<br />i , "'., ` 1, " �, � 1 6.
<br />H
<br />-�: � 1 , � , -:-
<br />, 'l I I 1,
<br />: a.
<br />ilI
<br />ED- `•'" E.O.• - ED• E.D.
<br />-
<br />I -r,
<br />4 /I * S L -- / i --- - T ({ i _1
<br />.. _ 1 t/2' - 1J/C.-20O/{•S.S M.S. w/ 112.,, 1/4'e-200/4TAs. M.S. w/
<br />:� - -- 1_.- F/e^..3/32' "` NAIi WASHER ! - `7/8'0a3/32• WING NUT wA5H1ER
<br />/� /� Y 12 1/2' O.C. j. (BEYOND)
<br />-Z\/e•.. 3/32• Al NUT "t �eY . 3/32- WING
<br />ScaN. WASHER O 12 1/2- O.C. C- NUT WASHER (WfONO)
<br />1 4 TAPCON ANCHORS _ _ 1/4 TAPCON ANCHORS 1 4' i/2' Q ANCHORS 1 a;.;:CON '
<br />-- 4 1/2. O.0 - -i 4 1/Y O.C. ... 4 1/Y O.C. ._
<br />(STAGGERED N/ STD) (STAGGERED W/ STD) O 4 In• O.C.
<br />.... POURED CONCRETE POURED CONCRETE -POURED CONCRETE POURED CONCRIM
<br />CONCRETE
<br />BLOCK R CONCRETE
<br />BLOCK lX� BLOCK --. CONCRETE BLOCK
<br />REQUIRED
<br />WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL UOUNTING INSTALLATION
<br />SECTION
<br />O REGULAR PANEL O LIFE SAFETY PANIEL O REGULAR PANEL O LIFE SAFETY PANEL
<br />SCALE 3/a•-1' SCALE 3/8•-1' SCALE 3/Ill SCALE 3/1l-
<br />I/4'.
<br />SU SHEET 10 a 20 FOR ANCHORS TYPE A NM)I= IME ' 100 A45.41111111iNNA
<br />WWC= FDR NSTAUTONS WO WOW a�`T�A N. T1
<br />Fa6E OUEDM. ,•. AMOCO, YAG,6 Wo 3 ,,*1" •..•••••.., •��
<br />EDGE MINIMUM
<br />AM EaDCAMOCO SWINGSRD ON THIS •PMtawl110 dIY••H� O•) ] ly --*'\§, se L FLORIDA BUILDING CODE IB h V•IoaR Nu came Zone SCHEDULE FOR ED. HISS THAN INDICATED GH 4Ar1 p,�,y y BN ]
<br />SCHEDULE REDUCE ANCHOR SPACING BY
<br />ARLT•'LYYG SAWING smom ON SCHEDULE mxx CA 409E NWMM RWDNR c NoF AM "ll Nc 20 GAGE GALVANIZED STEEL STORM PANEL FPBY .
<br />0OPPERRAATOM TO BE D - 1. 1(y_- - � ACTORS. FOR TAG = *:*L` p� A.IIDOIM M:
<br />SMCNG aeDWEo ue.a FXCIM SHAL NOT q ,/y - - - = : _ �O�AI, PSYTEcna'I PRODuY,a. LW. O-LESS TNN OR I M SPADING .mICOED -- ? ' , I� L C O INt. °^�NMUC1 NCHIOR TYPE ON TH6 SCNEDIILL _r __. _ W ,.. $-^4••.-7A, • eoMPANY il°1]frlw 3H,4
<br />] '/T' - . FI/ aw. PI. r Al -,WmA n M1Y PLANE: M-"-T846 FAK: M-)Ne-Em 20-178
<br />'hA Sal NA LAP::: aWY UA-N•, owen-`OP
<br />NAYM HIND D� SCAN/W .TLAIll wA GJ.�19 P.E We Al ,.wr - OMwrC r4P
<br />µ/ tMQI,) a M
<br />INSTALLATION
<br />: I .
<br />DETAILS FOR OPTION
<br />INTO EXISTING
<br />1/4.0 TAPCON Y 8. O.C.
<br />_ _._..G/1 1/2' Ma. THNELDED
<br />ill FOR
<br />WOOD
<br />LIFE SAFETY STORM PANEL SYSTEM
<br />STRUCTURES
<br />__ -
<br />11`
<br />/ 1 _I(/4'r TAPCON 0 6. OC.
<br />.
<br />;- I I - --9)/1 1 2' MIN. IINREADED
<br />,i�
<br />'
<br />PENETRATION AT WOOD11ON
<br />A WOOD
<br />1I
<br />HEADER
<br />, /EIDER
<br />O
<br />"T1,j ,
<br />i,I1,
<br />1,���;I::-:� / I
<br />( j
<br />.II,
<br />t4.I
<br />111
<br />o-I
<br />,- l -.I
<br />I-.
<br />2
<br />i
<br />-
<br />�-
<br />[/"�",,,�,
<br />,,I,_I.",,1,
<br />WOOD HEIR _ -
<br />REOURED -
<br />�
<br />YM000 HEI:OER _� (t
<br />.f-
<br />REONREO j
<br />S..
<br />[-
<br />L _.
<br />COAT.
<br />If
<br />'L.J
<br />I Ml ElAR4nw
<br />to GLOMS
<br />(DICE "'Col ,
<br />E)(1571NIC. ON Sell 16)
<br />w swrroW
<br />1C GLASS
<br />1' Al
<br />GLILSS ~ T.' Mw.
<br />_-.;H
<br />(SEE 9043XAE
<br />EOSTNG ON S.w 16)
<br />PANEL LENCM
<br />(SEE NOTE 1 BELOW)
<br />I
<br />.;:;�::!I
<br />_
<br />!` -- PANEL LOOM
<br />r
<br />1/{•e_p,I (SEE NOTE 1 BELOW)
<br />G1A55
<br />,
<br />S.S. M.S. W/ - _ _ -_-)
<br />7i
<br />_.._
<br />.. -._.:..._
<br />7 S•f . 3/32'
<br />Y�ND NUf
<br />-
<br />_
<br />1',II ,
<br />IIi
<br />-
<br />�
<br />: ::�I
<br />� I
<br />I - -1" -- � �
<br />I - . _._.�,_
<br />.
<br />I
<br />/7�
<br />�J/
<br />/�1
<br />� 0
<br />:I::
<br />I LL
<br />.
<br />I �
<br />(
<br />F)0
<br />1; !
<br />E0. , I I e.
<br />I
<br />I:
<br />EO
<br />WOOD PLATE '.
<br />7/6.0 . 3/32' WING NU)
<br />wDDD PRATE ,_7/6.0 . 3/32- WING NUT
<br />REOIXED
<br />REQUIRED
<br />WASHER • e I/4' O.C.
<br />REQUIRED -• I I WASHER Y (BEYOND)
<br />REQ
<br />/14-I0 PANELMATE PLUS
<br />I14-10 PANELMATE PLUS
<br />'
<br />Y 6 1/4- D.C. W/T 7/e -
<br />_
<br />a 6 1/4' O.C. W/1 Ji ---
<br />MN. THREADED P({IETRAT,ON
<br />''
<br />MIN. 1NIEAOED PDE7RATXN.
<br />�' �.
<br />AT MVMTH OF PLATE - .:_
<br />AT MHOWNM OF PLATE ,.
<br />WALL MOUNTING INSTALLATION
<br />HRKAM AnN4NNNNaNNNM.MAA�.
<br />�P T�(z/N
<br />WALL MLOUNTING INSTAL! ATION
<br />A:
<br />O Iuf
<br />SCALE 3/8•-1•
<br />P�' • CENT •••%9 SCALE 3/8'-1•
<br />J f FLORIDA BUILDING CODE Wloetl
<br />tNIIS
<br />�3:
<br />s : NO 4416E •'
<br />NI h Nu
<br />.umo tiW]O. Al 20 CAGE GALVANIZED STEEL STORM PAINS
<br />cons Zone
<br />1. NSTAUAT6N5 ARE ONLY VALID FOR BUILDINGS WM ASO. DESIGN LOADS
<br />UP TO ♦55.5, -72.0 PSF AND PANEL'S LENGTH UP TO Ill
<br />* m `-'
<br />- * '
<br />� 9l : - _-i _ _
<br />a ��-�
<br />GLOBAIL PROTECTION PRODUCTS, LLir.
<br />•O ••. S ATE 5 -j - -. IL
<br />NAaw. a.:
<br />•7A,
<br />DL1E.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN
<br />-'���,I:.,,
<br />E C O INC. 1sTRR
<br />1-!i 46WOE rM1
<br />PINE N0. 2. w/ SPECIFIC DENSITY Of 055 OR EQUAL
<br />�R\Q1nr�
<br />CL' • ' to
<br />'yhAAAS,AsN
<br />33314
<br />u aw Na, r WA WIMP Maw n a,M NWNL (P6•)OW-750. W. (6t4)N -M7
<br />20-1 76
<br />N
<br />Ir fM PMI r-,W
<br />.�,.� �
<br />OA/14.G M,:
<br />11NLW . WAL/ow-AMIE/a4TC W-OM719
<br />WW1F11 A 11OD L.. PL Y n-r -
<br />.HRr Y or 2a
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_IZ4' TAPCON ANCHORS -. 1/4' TAPCON ANCHORS
<br />Y 9' O.L. It 9' D.C.
<br />POURED CONCRETE
<br />ED CONCRETE -,
<br />OR OCCURRED
<br />ONCaRETE BLOC)L 1 .\\ C01NCREIBLOC1( L 11
<br />�•
<br />ED� REQUIRED
<br />-'\\ L 1/4. 11/4'
<br />Mo.. �.; MO..
<br />• ED•
<br />NT
<br />I
<br />I R.PIAMWNn,
<br />-0
<br />r•- . m i¢w
<br />1 ..n ,a
<br />1
<br />Eol
<br />GLASS I
<br />1
<br />,
<br />$
<br />L__ _
<br />- l
<br />r
<br />I
<br />CII
<br />f
<br />ED-
<br />- __. i
<br />14-iD'6 PANELMATE PLUS W/
<br />/e'0 . 3/32' WING NUT WASHER
<br />• 6 1/4' O.C.
<br />POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REOMRED
<br />WALL MOUNTING INSTALLATION
<br />SECTHM SA
<br />O REGULAR PANEL
<br />SCALE 3/6'-1'
<br />•3I SHEET It • 20 MR ANCHORS TYPE A
<br />ANCHOR TMIKON
<br />/H1
<br />1/a i
<br />M/BlM2
<br />SPACING FOR WrA ArOd INTO WOODAll
<br />r NOYW v,Uxs O.)
<br />]
<br />3
<br />FROM BUILDING.
<br />MIMAMI ANCHOR SPAM= AND MINIMUM
<br />EDGE DISTANCE ARE IMDE47ED ON INS
<br />•SPY YmY.3 4rI..1. 0•J
<br />A
<br />]
<br />SDIHmLLl FOR ED. LESS THAN INDICATED IN
<br />ftlED,IE REDUCE ANU,OR SPACING BY
<br />t 7WMNo SPACING Dom a 9DIIEaAE
<br />BCE ArJ p:•::r tw Ty
<br />3
<br />3 ,/2
<br />AOML VA Tot NNE"
<br />RID18R
<br />BL M FOUDAO FACTORS, FOR MS
<br />OPERATION ro N POfSIL[ RDACCD
<br />I �A• _
<br />M
<br />-
<br />-
<br />SPACM OSTA0R0 MM FACTOR SMALL NOT
<br />» LESS THAN VOWAUM SPACING INOCATED
<br />FOR EACH AN040M TYPE ON THIS SCHEDULE
<br />i yr
<br />'--- ----
<br />-___ r
<br />-
<br />Tao -
<br />-
<br />,m
<br />3,
<br />-
<br />-
<br />I
<br />E . �.
<br />Iw atn0 w'•o
<br />IaoEX SOHgjCLASS I_ _ " __ 3yg
<br />.B
<br />1 i
<br />1 ,. _ - IT O(
<br />0•� - � }
<br />I- - '----.. - •' --
<br />i
<br />f 0 e.
<br />CD• i
<br />/ - --1-- __H
<br />41t-10.0 PANEIA.AIT PLUS W/
<br />%B•6 . 3/32' WINO NUT WASHER
<br />(BEYOND)
<br />-POURED CONCRETE
<br />OR CONCRETE
<br />DCKBL
<br />REOLOtM
<br />WALL MQII G INSTALIATIO_N
<br />SECTION SR
<br />O LIFE SAFETY PANEL
<br />VIA,. SCALE 3/11l
<br />CODE
<br />GQEftAI_ NOEE51 VALID E-2 HANEi STORY PANEL SYSIEY
<br />1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE N B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PAELMATE FEMALE ID • PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (Ah EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4-.
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE, &2) MINIMUM EMBEDMENT OF 1/4.0 X 7/6' CALK-N ANCHORS SMALL BE IS 7/a• INTO CONCRETE.
<br />FOR A WIND SPEED AS REOU RED BY THE JIZSDICTON WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FAMISH MATERIAL SMALL IE PERMITTED.
<br />FOR A DIRECTIONNJTY FACTOR Ka-0.85, USING ASCE 7-16 AND SMALL NOT EXCEED THE MAXIMUM (ALS.D.) 1/4' 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG EMOUGH(SNOULD ANY FINISH MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26. ENGAGE 3/4- INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 9-3) IN CASE THAT PRECAST STONE. E. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WA
<br />TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 25. ANCHORS SHALL BE LING ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />SHALL BE AS MENTIONED M a. 1) AND N 0.2).
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS BZ USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 2015, (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANUFACTIXRER,
<br />STORM PANEL'S ADEQUACY FOR (MALT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1926 Of
<br />ME ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203. IS TO BE ATTACHED TO NORM PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDINGS.
<br />INSIDE W/O THE 115E OF A LADDER OR LIFT, THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEA/CAUUK ALL SHUTTER COMPONENT EDGE'S WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDINC TO PREVENT WND/RANN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />LENGTH.
<br />3. SERIES 1000 S15TALUTDN IS APPLICABLE TO DINGLE AND DOUBLE HUNG DIME WINDOWS WHEN INSIALLA110N IS REQUIRED TO BE
<br />PERFORMED FROM THE INSIDE Or STRUCTURE. 13 STOW PANEL OWALATION BALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />4. SERIES 2000 INSTALLATION 6 APPLICABLE 70 DINGLE AND DOUBLE HUNG AND HORIZONTAL. SLIDERS STYLE WIDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />INSTALLATION TS REWIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEWI ' IS TIMM PtMM
<br />S. ALL ALUMINUM EXTRUSIONS TO BE W63-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED,
<br />S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY.
<br />(0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INWALIATION INCLUDING LIRE SAFETY OF
<br />7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUALTY STEEL. ASTLI A-653 GRADE 50 Mi... GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION Ol 58.5 kei (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />a. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANAN ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED.
<br />50018 W/ 50 Me! YIELD STRENGTH AND 90 loi TENSILE STRENGTH a SMALL COMPLY W/ FLORIOA BUILDING CODE SECTION 2411.3.3.4
<br />(e) 577E SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIN REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />9. BOLTS TO BE ASTA A-307 GALVANIZED STEEL DR AM 304 SERIES STAINLESS STEEL. Ol 36 ksi MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (E O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE T14E P.E.D. ENGWNEER OF RECORD, ACTING AS A DE ENGINEER TO THE P.E.D. ENGINEER. SHALL
<br />10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FORREVIEW
<br />(A) TO 0111STIMIC MIRED CONCOM
<br />(.) THIS P.E.D. SMALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />- 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. INC. (INN. 1'e-3192 D.L) RECORD THAT PREPARED It
<br />- 1/4• f X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. YCE-3000 p•s.i.) IS- STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORY PANEL IN
<br />- i,4-To PANELMATE FEMALE O a PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />ACCORDANCE WITH SECTION 1709.2.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY CE-OPENING.
<br />(1'3350 p..A.)
<br />LABELING TO COMPLY WITH SECTION ,7D9.9.2 OF THE FLORIDA BUILDING CODE.
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4• AND 2- FOR PANELMATE
<br />FEMALE D A, PANELMATE PLUS.
<br />Il MINIMUM EMBEDMENT OF t/4.0 X 7/8' CALK -IN ANCHORS SMALL BE IS 7/8- INTO CONCRETE, NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4•
<br />BITo ANCHORS. µ,IN
<br />�,p A Tl
<br />•,•`CEN••
<br />A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR i� l •+f.
<br />FLOOR, ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL .:: 'HLs
<br />S=C•
<br />SE AS MENTNED IN Ai) AND IN A.2). V . Z-
<br />_ : No. 44167
<br />(B) Tn EXNsrID coNCRETE BLOCK WA L x*: * :*t
<br />- 1/4- ► TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BLILDEX INC. W FLORIDA BUILDING CODE ell h Vill Hurricon• Zone
<br />- 1/4' 0 X 7/8• CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (fm-1500 p.s.I.) a2a0 All PC
<br />*3O. •. FZ( jDA.•: 44 20 CAGE GALVANIZED STEEL STORY PAINS rP
<br />- ItsDUC PANEI. 20 FEMALE ID LAID PANELMATE PLUS ANCHORS, AS MANIffACTURED BY ELCO CONSTRUCTION , �� ORAYN BY.
<br />PRODUCTS (Cm-207f p.e.i.) �-} -,�
<br />�1010
<br />GLOBAL PROTECTION PRODUCT'S. LLC. 01am
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<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS ,/24r ISOE NEE 2 moor)(SCALE 1/2-1")1'/24 24 4 W/ a W/e ©• ® Asa ,OE 2 BIRDER
<br />hw,' SINS 3• me. 2'/24 , •/24 4 s A 2 B (,a NOR 3 6ELOO PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK
<br />__ - _ _ V. elm`
<br />_ NOR CONCRETE AIC.gR. %I CaMpEW
<br />_.-- -, 5.1f0- (TOTAL WDTH)-- - --- -- -..... _._. _ - 225 - - 2.591•--•, �. W LAC. AC '.Ye'• fC,EDMSSEE ON sww 26 1, ' Cm SMERSS ON =tat -"I ,• l 's Kmr�IREEsolw a 4 ra•:L coNOEw NnR,w \ 4 c.H PW 1RH,SYII'rr=°'U I CaDEfC� MQWre 6 -
<br />.- _. .. .. -' -- - ... ) ._._ __. __.-. ). _ __. .-._._) �I- RJ_ 1/2' . I/2. I/2•-. . _ - END F MIT a) Iw,' SYs.J -- 011� a1Jr 1 11 -{ ` w MET Im) 4 o.a ,/.'•-BY]/.• Ys. ��
<br />H 1/4' \ ! I - ( . . I fl
<br />. rareo as CEF4 �.. \\ !A C EI \��: ,.l�r/•-Hai ,Tr ac /E wNat• IUDs J W..__ 12 SOD' (EFFECTIVE WIDTH --- -- '' 2.250' �)' _ 'Ste, Ea n)E wwm a)Di1T
<br />079' .075' i 1. _.. .. _ _._ t� I 4 Rio d'a® a)
<br />.-. ,,350 -. -1. .- -. 1.350 - - .>50o T 1 _.- . I
<br />� ) ra�t®LVIDWw�
<br />, 1-4 a)
<br />- 2.500' - T.-T,•r� -r . -.-.- �T�-r_,_•T�I r ri X.L. _ L -_ oM , .M3111 �`. , faDq.': D°. ! TAP' 2.2N' T7p 1 a- _. _1_: - _ - �� - -. N •ealPyD\\ ( \ 9 ". .; � X ' 4 �a,• �D7 hQ al A
<br />/! _� 2.657' 0.D30' M. 11fCK HEDGED_..s' 3.500' 2.SOO' 71-�,
<br />T - _,.-, \ a .. ttl/wm uo Ya. -_) oY s y NNE _-. _
<br />1 GALWP.2ED STED. EDGE I / ,`Z'J -, � -• '-'�"'I� T-T-i 1 (A % R' T -r r-r-7 -r•rrr� L _
<br />z.000• z�p'i I cocE TYP. ASW A-w Al iR. I � I � � I ) I (uD .2«w tnro � (NiEAort'vA�T (irtEr+IDn PNcU PATNEL) (E.o'ww.UTl ,. I �. ` , � � v.W NIn • � c.. _ ^
<br />f, og C/)
<br />FINNED • 7 ♦ 2.2N• LEE ,GTE Z�)4 BELa1 (YIEYaII PANEL) (IHTD•OR (MUDOW PAQ SCE NOTE 2. L a eElOw SEE NOI[12. 3, 4 1 4 1 1 Sa I I • • I \` , 1 L LIrIOa�N I ( - a , AL. I 1
<br />�''2, .. CIND[ w MNWUY DttAL L _� 1 � I I +1gtE ' I ' OYR� thP.) , a I v /I j$7A4 A I 46.0 r'-a0 G4.Y. S +`RRr •' I I I I S I I I pD , T 51 I r. I ' a I , I i wa .:,..CEP I - 1t- -- - --- ------- ---- _ zs. ? I -1._ i t I I 1 1 t . I . I , It1..S' 0'--1.3�0' - l_ _ 1 h I •1.. I I I .. I I I T[0 PANEL. w/ -. _.1 .. I I I a aYN ® I , Y- I I I (8 1- ---."-_._ _.- `2.470'----I! ''250. I I I B/OLLT`ED(2PPANNES IF / YS w/ 1 I 1 I I u R ,u +/ I L .�Vj--""6.290' .250`I- )I L• ). ,�- - ..._..1. _ .I. _ . 1 1. L.,SL�YINA49 Y.S. w40 %'L' -Tfl-11
<br />- _ -. 4.3 4o .L. I I R I ISTORY PANEL auo'- - Q' zl s wrAN,urs 1-_�. _1_ _ 1 L _ 1.94RAP -� t t �P . e, or I 5 I I 1
<br />T I i T i, , ti ) -� �. �.. . T11 om_ .�, I i a I IM1II 9 O
<br />O3 $EYEBSED "U' TRACK I 1-TiI Hsa somAL I : sa smeaMa I IAA T t i i ("
<br />• a •� al WQt 23 I d WQT M I P. 1SOMIDOU: I ,/4'�Ia.H//4• i�f�
<br />PANEL'S END UP IllR1R G9,IDIE1C JNOaaS: SIX (�- •• ' (ALTFMA7F PAMELMATE �� iXIN �• /9R YA , )/ Asl /•� I-- FOA r. 1 ? 4".-20a1/4' L,-E SaED,RIE ' I w Meal 7a , 7/Ww ,
<br />L-3-- SEE NOTE { BELOW _ • •¢,E N01E 3_ r� _lr_ AA , EMI' I LL/ySOEW w I tAp aA4 I I a/ . sHQI 2a I v.'r"W'. tea. Ytv-TYl4TI0N I YN MAP (/.��
<br />W/ HFAYEO C11tY. - .750' .-. I'' Min. row •Daw 1' , A USED ORCA� /r /: • 1 MYa ff i' I ]: 1 ,.,, N faEr W/ I m aASS I MYn wWM '•9 o-
<br />-1 L •- -.250 SCAODINtE SEC OL WEE+ M SC3Ew: I , 1 1 T bO PNRLS 1 I flDN MAN I 1 m aAsi. /B•W]2'
<br />` f ,TSO T SSQ¢ Hal[ ] OR w/ OR w/ B 7 cwwMl•AP I
<br />•.nosa' ( aENor © © • O P INTERIOR PANELS. ,e• +LAST PANEL TO BE I STALBD AT EACH I I I I .. I ! w�"aH"IOAWilAr I
<br />YAa / .Bt]•! UST PANEL i1� to Ix NSTILLID At EACH OPFJNRAIMrs Ix FRDAOEO w/ I I I I - ----- 1 - - - - I 1
<br />tO.OB'TYPICALFOR ELEVATIONOPINCNC SHALL ALWAYS E PROIOFD wPICALELEVATIZ REM HMHDIE TO FACAITATE NSTAyAT& I 1 Iy R I _f-_ ..
<br />�_ ' `• t -- RFM R44M TO FACILITATE NSTALA W OT7FIOED ro BC .HSTAE,LED FRaH I --1-
<br />_. I _-.�- p $p 1 ! p
<br />\F1250�.' .125^ 4'! 12F - Ir INTENDED To BE INSTALLED FROM � - N4" a STRUCTURE. f I NyR4 � I I � ra I i' �? �/
<br />ry I _ - BANE S/3r - I' INSICE OF 6TRUCTIRE. Fa'- I I � ILK
<br />HEMMED fOYE 3/34• - ,• Y �I �y R� U
<br />NE _ • , - L _ ?. I 13.7so• + _. v{• Y... ow ) 1 3 R I 10I / 7�iBsal/i2) WMAP,H I EP . I 3 G.Y I
<br />-1 '/4• Me.- w t/{' Yr cM 1/4• me. w . 1 p M Y 1
<br />Ar
<br />-/- / \ Ill
<br />ISOMETRIC VIEW DETAIL A z000 �� 20D0 \/ \1/ I I _ _-_ -.a)
<br />ell - . I J ,'. - 11
<br />1,
<br />I 4r , r Ar) I I i;/11[i , 41
<br />ROUNDED CORNER • ENDS OF PANEL'S --- -) t oW©w/ a r/o ©• 0 I 2 1 �� i
<br />/;, 1 I i � ' 6 c.A I � ,
<br />r-.0
<br />END LIP W/ HEMMED EDGE In 7S0• SECTION B-B 71tr�'xwNniDGst"0M m
<br />' -
<br />(N.rs) _ 1. SECTION A-A� 110YE 3/s2 - r YAEo i_r - _ Ol °°o"` nwoaI.i i L ronL i , I O
<br />p
<br />�2.000'-_� (TYP•) .. .. (1) DEFINITION a SERIES tOm E - Z HANG STORY PIM'IFL SYSTEM CONSISTING OF PANEL 4 I !. - -� 14- I t �' ,H'4-YAo/•' Ys mrnCa aPCMM w Y- ■ ,
<br />S. Yaa. N,41E5_; /C,•�L' TRACKS AT TOP a PANELMATE PLUS OR 15' TONG - , - /• a-
<br />(1). DEZIIDON OF SEIZES 2000: EC- Z HAl STORM PANEL SYSTEM CONSMTNC Of PANEL a 'V' - -I 'W/ 7AYA•]n 114 � aaLaE1E� .,w w
<br />Ai BOTTOM W/ PANELLNTES ! I PaYRI--to-:•Y-to- ma /4v-2m1.' • F• /' '� ' Nw'-
<br />' v4smJ/•• YS iwi r/ 7A ,HIND .LOCA 1 Eli •/)�/]P'
<br />Y Cont. TRACKS TOP a BOTTOM. (2), END PANELS SMALL ALWAYS BE CONECTED TO 1/M 9LL WALL BY MEANS OF wM a ,/.T1 aus/.• m GD I N ..- _... _ IEYaNID 1 �: boa+ �� /f Q y-2ry� /•-# H"w.-
<br />4O 'J' TRACK (S © 2 x'SN(Max.) ALUM. ANGLE (2) PANELS SITYLL ALWAYS BE CONNECTED 70 BOTTOM TRACK OTHERWISE A STOP BW PANEWATES OR. FUSED Y W/ 1S LONG Q) tRACK AT 00170M. fND PAYEES msRtE:Yn- 'Noa 'iYaM)MIt _ a•E y toeaPi'~ J Y/a. V2AtyM, oWN"'OEaae)ew K'Er U
<br />t t s W90E SHAMS BL PROVIDED AT TOP OF SUCH PANELS. SILL OE CONNECTED 70 w/ 1//4'e 20.3/4 S w// 7/ //32' (YX .o nut r aruW,[ we aw� .IM w PAW w Werr a) \ iL Art
<br />GOB1-TB Alum. INLAY MINE NUT ON )//4'0-20.S Min. THUMBSCREW INTO TAf'pEp ES(CEPt AS w s4El a) !f. 'O I IB S.IfDut _CEO fR DaONIHH) 6 • w a, //�
<br />125' (3). IF END PANELS ARE CONNECTED t0 BO7TO1 TRACK. CONNECTDN SHALL CONSST OF DESCRIBED aN NOrE (3) ow). WALL AND DIRECT MOUNTING INST. w MST 3a d„ m I� �/ j _ (_ 1/4-0-20.3/4' M.S. w/ 7/a 0zs/3z' w NG NUT OR 1/4 n3/4' Mi4. tnU BSCREw WALL MOUNTING DIST_
<br />INTO TAPPED BOTTOM TRACK. LOCATON OF FASTENERS MAY RITE AT EITHER OF TWO (3). EDIT CASES WHEN END PANELS ARE USE J611lRY w/ ts- LONG AT SECTION 2'
<br />ExtERIDR FLIT FRINGES OF ENO PANEL. lITTOM BUT END PANELS ARE NOT CONNECTED TO BOTTOM TRACrK .QSTOP BAR SECTION V I� scuE s/e-I• FLOOR TO CEILING MOUNTING INST_ BUILD -OUT MOUNTING AST. L ICU
<br />(4), N CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR tFO swu BE PITWHE A7 TOP or S A SOME. SCALE 3/e-,• g SECTION 3" SECTION 4 � M
<br />S ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK (a). FOR INSTALLATIONS EXISTING
<br />WHEN END PANELS AND SOME INTERIOR PANELS ARE PANE [xytou 4' w ,. SINE 3/e-1' SCALE 3/11l B ■ ■
<br />! .I, U51D SPECS INDICATED ON NOTE (3) ABOVE. N SUCH CASE. CONNECTION OF PANELS MWNifl) TO Ex1 WLY SILL WALL MEANS a< PANELMAIES, ONE NTERDR PANEL SEER +d0 w Y'6NrgTw. ROop Is I MA MI
<br />MAY W USED JOWLY OL TRACK AL SHOWN N ELEVATION
<br />90T AND
<br />TRAGIC TO WALL ... IwE Q YR (¢�Joa /0P N Ai IHUHIHNIA
<br />/� � TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. w/ TYlO PANEU.NTES FOLLOWING SHOWN ON ELEVATION AA W/ 3 U.
<br />t aowOm,K m 2•ACRf•�gj)A w �,�A�
<br />§ �-ySE . a%.... (5) SEE SECT)ON 1'. 3' k 4' ON SHEET 24, SEE ANCNDN SCHEDULE ON S EET 25 MM. EDGE DWANCE. FOR THIS CAS(�27 INTER OR PANEi USED Y W/ V U. 4 (W WAO . _ aF ® (��N.4, � w ,trm OR ffim W ZF� A. Tt./
<br />n 7S0• .ass• (TmJ ,11`; 'vCENI :.1. HOpHHuA N,, NNA wcNNOT "ETNA7roAD.H1xAC CONNECTED
<br />ELs TO Tf1E L1NEF7�e RiCtir SEE �R PAiRE1) STALLEDH gtm NSPAUATw ,,.E a YraK 13 '� ''vCEN/S�;•r✓,�! w
<br />1.
<br />T ra`'�EA,.:....Ul't+ 5 RT:,Awm B, �. g�`'�� =y� = FLORIDA BUILDING CODE (Nigh Velocity Nu Cons Zone) Q
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<br />1 No. 44167 �GENS 'P FLORIDA tNJILDING CODE NI h V•Ix Nu cone Zon• �._ _ CEP • X mY MlwnNu rAN ` _ No. 44167
<br />-E *: FLORODJL BOLDING CODE M h Y•14xif Nurrican• ton• =�3:' �. - O
<br />1 _ .750•- : .20aN RIEFL NC. rJ'. _ o2Na RIBALD. aG rP. © W NN Lm 10 WSI sM' - aOslo 1l,RO. aC FP.
<br />I-q •. ATE OF 20 GACF CALY/JIIZED STEEL STORY PANEL _ ND. 4 167 _ 20 GAGE GALVANIZED STEEL STORM PANEL ''. STATE OF , C r 20 GAGE 6ALVANQED 5TEEL STORM PANEL aHwY a Z
<br />L-3• MAaI.�+ 90; : C aMN B,: _ * #, DRUM SP: j roa Dmara D'• 'a k.
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