|
7 E 11"MWill FIN' m T- F 791 I I 1 KI 1+ I++ i 1 ' T^ TI1 R
<br />a
<br />MORN A.".
<br />W,
<br />MoNew TTGN
<br />-
<br />nIIeI.
<br />BlAa9
<br />OWd66
<br />9Rrm-
<br />+SSA. -75.3
<br />w OR LEES
<br />2 •/w
<br />9plT[D •
<br />1'. Y. 11D.
<br />2W A311
<br />+BSA. -79.3
<br />70, OR LEST
<br />2 7n1•
<br />BOLTED •
<br />4• k 4•4
<br />WEAWIIiD FI ~e0TT0Y O, L MU • WNGrM M WORN k 4011 W PANEL LENGTH
<br />1w''1,HORIED
<br />EDGE
<br />-OBTAIL A
<br />«,'A 1•. 1 1 .11 .•ii
<br />MAKS
<br />A.S.O.
<br />MWYM ALOIS TSPIAM FOR E a - 3 11r '•
<br />APFIIrAA" 10
<br />ANY sccnow I A
<br />N TDN
<br />VAN" FAD.
<br />LOW" T.' (LAJ
<br />PREiS3LME
<br />RA
<br />1.BLOCK
<br />l/Poas
<br />wN-N
<br />[ mimmu row" Is
<br />pammam pun
<br />TO COglltt
<br />To =am
<br />TO OONOM[
<br />,0 cONCR[I[
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />V k 2' (TOP)
<br />11"
<br />3•w
<br />10•
<br />J•
<br />5•
<br />4-
<br />5'
<br />4'
<br />1' (BET )
<br />e6.0. -75.3
<br />12'
<br />70, OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />WA
<br />MIA
<br />N/A
<br />12 1/2'
<br />I1'
<br />2• (BOTTOM)
<br />7'
<br />N/A
<br />B 1/2'
<br />N/A
<br />4 1/2"
<br />N/A
<br />4 1/2'
<br />N/A
<br />3' (TOP)
<br />12•
<br />N/A
<br />tY
<br />N/A
<br />a 1/2•
<br />11
<br />9 1/2-
<br />M/A
<br />3' (BOTTOM)
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />4' (TOP)
<br />2 1/2'
<br />12•
<br />114
<br />12•
<br />11'
<br />4' (BOTTOM)
<br />e UMTED 10 SOLD M•I. AS.D. OEM PRESSURE RATING.
<br />{NE mm So ION MCHM "All • NV=m FOR ndmwx DF• IRO REDO
<br />A M E OIWS91a
<br />WORM APO= LACINGS AND MINIM OBE OSTANt AM OCCOW GN llN
<br />904ML L POR Ha LESS WHOA /ESCAIED am samu nIWC" ANCHOR YMCA
<br />If NULTIALYIW SPAM oGNI ON scomu If RE F'OAOWID FRCMIIL TOR
<br />"N OPOKON TO K POe L I== WNW OWAIED UNO FAC'WR OM
<br />NN K LESS TWA MR&A SKIM eOaM MR EACH ANCHOR TYPE AT
<br />ANn10RS LDSOG.
<br />OrU�1
<br />1AF00M
<br />ON. AIOIOB srA 3
<br />3
<br />3
<br />3
<br />3 ,n
<br />waN NY (y
<br />WaAr,l =9. w
<br />3
<br />3
<br />1
<br />1
<br />3
<br />7 ,n
<br />7 ,n
<br />�BL v
<br />Klan
<br />140
<br />of
<br />i
<br />I'm
<br />'Aa
<br />v
<br />•+• NGUKs M•rsrANt:
<br />. ONTYIL[IN Bm1oM DF PANELn,
<br />MO 4) TO OIL1/Y 11r
<br />11/
<br />I
<br />++ ]MEDIUM Mr OWM U KrAUN BOTTOM OF PAIL
<br />AND CD TO K 3/1r ,/16•
<br />Yw.
<br />COMPONENTS FOR REGULAR
<br />UFE SAFETY & E-Z HANG STORM
<br />(SCALE 1/2-1'�
<br />PANEL SYSTEMS
<br />_.-----___-.15., 25• (TOTAL W01N)--
<br />- _-t2.50o' WrfD11NE WAOEH)_.. _._.._._-- --.. __
<br />a..--
<br />_.._ I
<br />(
<br />I-
<br />•.,eJ• I
<br />I
<br />,/.Y-2o•2/P
<br />-.750' am
<br />r l0
<br />---- - S T/r (TYR)---
<br />r-, ,.jj.�...
<br />i/All ^ry-�"I
<br />-------� �.AI
<br />-t.]60., ' i•� 1•i50'
<br />_ _ ,�'� ��
<br />�- .3
<br />,00• .,eec11
<br />I 10•
<br />In 6 1
<br />LIES j ANOIf • 6 ,n•
<br />•N - O1 a /2 1/r Oc.
<br />R
<br />II -1 BSA' IWLOBTD)
<br />/ 0-20 OALW.
<br />m STORY PANES.
<br />PNOS OWL K SONUM ALOAYI
<br />FROM UFr 10 NOR W/ 1/r U9
<br />N 00 AT UFT UK OF AMn
<br />---------------
<br />OVn A
<br />1.bp0
<br />LOBS- 1moD•--'im.i
<br />b' •)
<br />OZ -He HEADER O3 -r TRACK O4 Amax• WITH STUD
<br />UP.am
<br />01 ► 4 0.024• (40.)
<br />AwElY OIO U- .Sri' Y oALMIW
<br />STEEL
<br />"� rNOMED fDA1K '� :0.0w 1 - } PANEL-'
<br />---(
<br />1,46rr can Li
<br />MEN - -
<br />OR
<br />` VIEW DETAIL A ,�T- 2H°•M- -
<br />r 1 ROUNDED CORNER • ENDS OF PAML•S
<br />I . Nw JIN• � L.
<br />2.379'DO UP W/ HEMMED EDGE L_.r - .HST :12LM2aa5�.wr��33E3 �
<br />. (N.TA) .m•.r_.�.�J M. 2GRW J6■f�W1
<br />or man
<br />al• .De7• ���L ppBF T OS KEY NOLE WASHER _
<br />3.7SD• I (MJ 3105-MI54 ALUM. ALLOY© KEY -
<br />HOLE AT PANEL 17bo'I----_t
<br />Ll /sa sHEE { no ADOIIOMAL
<br />• .e13' UINARONs / LEEK umm is 11•,
<br />12S' 1- TINILY WI/ IOII fsFAUAIOW LIFO
<br />O SLEEVE 2 1 /R" F. f1YP.) 9000 t TIKICT AE6
<br />, t.2Do' �._._ I '�• WY• f CY[2TM I a LIFT-' :.
<br />-0.)I LIES• .. ri0-
<br />7 BiY oeo'e (t1')
<br />z.5.e'------ L..nr
<br />O . "HOW HEADER ® "U" HEADER 1 2 �_.. 1.
<br />,..____1• MAN. TO b' Y•.:--_.__.___-'
<br />®SLEEIN
<br />VE ALIL0,1 MAX, (@ ANLILF 11 "J' TRACK © PANEL HAMM
<br />.374•if((/ jt 1/4 WIDEN
<br />L__ E % (UK ONLY MR E-Z WIND b1ORM PANEL
<br />r- __..]t 1' - IOC• ---"' Imo• 4m• .2n* Aw- �.:'vC N,�p T SYSTEM) bob3-T6 NAM. Aim
<br />n ( T P t L1r2s INN,
<br />2AOD + .!JO--
<br />123r, IT
<br />SEE >= "--- J .HUM
<br />2a•
<br />® QIILD-OUT or O WMA-OUT or TRACK ® ScTRACK ANDLE (ZVNAA0CC s ALLOY)
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL G)
<br />INTO EXISTING WOOD STRUCTURES
<br />I/4Y lA0 wr4ms e r O.C. W/ �»� y,�
<br />MA, IIIEAGO POiTRA1ION rt1 xEMfA 'Rf0~II,
<br />Y W 4SCIB.WR • {' O.G W/ TO Vier" WOOD IWAOOR.
<br />1/2' W. THREADEDM, a ON EDOF
<br />[IOID PDR,Iw10N 1
<br />DOSIW ,wow NFAODt.
<br />4 C. A. Nat' SAS -
<br />/ \ 4 C--L I,al- LYL \ / l'W Fw D,D or
<br />gift? -
<br />END Or
<br /># DEIAE I At
<br />r _ %A.BEl�
<br />Rl9URpppH�UApf� 7 s
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<br />2 9/,r Ak.
<br />TO GLASS.
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<br />R60
<br />{
<br />rOAdNMM W (M NOTE IA 10,00
<br />114 LAO
<br />TV
<br />1Mno`. THNARfTASaAI'DT
<br />O•R
<br />DDO• 12e -1
<br />1
<br />0N
<br />t
<br />WM)0° pu'a m•[OIMAYa
<br />1. INSTALLATIONS ME ONLY VAUD FOR LRlD0105 WITH ALSO. ItE&wN l
<br />UP TO No, -M3 pW AND PARELY LDIM UP TO 5'-,r
<br />L FOR NEW WOOD FRAME CO 97RLCVM- 1100D MEM MM 10 K SIXIINfN
<br />PINE me, 2. w/ SPECIFIC Duam of 0.06 Olt EOILAL
<br />SEE k,PENT Af MNEL N WNYOCTWN N ,R1t1KS m . ATM Ft TV
<br />W[0
<br />,00o a1 am foI[L MfNLAMM TYPE aN OW 2]
<br />IOW T•DNOTION N61"OIMfNn CANS COMM" IN ANY '
<br />C""'Et7T"�7t+T"�• �'I�"'1
<br />'ul•.
<br />G1;1.1 n
<br />MAXIMUM PANEL LENGTH
<br />L+- OR -L-- (it.) B
<br />MAXIMUM A.SA.
<br />OEM
<br />PRESSURE PAYING
<br />(P.-I.) (+ w -)
<br />CONCRETE k HO♦OD
<br />OWAUAIMNs 1
<br />no
<br />Tt'-O'
<br />rt•-0-
<br />no
<br />rr o
<br />n-a
<br />xo
<br />rr a•
<br />NF-S•
<br />Ja0
<br />ED•-rD-
<br />la-0•
<br />410
<br />t0-t•
<br />6•-4'
<br />Sao
<br />1•-S•
<br />81•4'
<br />_- !Oo
<br />9•-I•
<br />r-1•
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<br />S'-Y
<br />S•-o'
<br />Sao
<br />Sao
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<br />7aO
<br />r-a•
<br />e•-a•
<br />no
<br />r-r
<br />a"
<br />r-o•
<br />r-S
<br />Sao
<br />no
<br />S'-S'
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<br />rOQo
<br />/'-S'
<br />51-11-
<br />rm0
<br />a•-J-
<br />S•-S*
<br />it"
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<br />S•-Y
<br />rrao
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<br />a'-6-
<br />nee
<br />a•-S-
<br />r,k,. ' vCEN4
<br />:: No, 4
<br />*;
<br />I STA OF,
<br />aMnt e PANELS M BRlEdMm AT [ACM
<br />no wrtN milen 0-Q)- a k n a' D.M..Q.O
<br />d■CI NOUN= AT EACH Lie (
<br />MAXIMUM PANEL LENGTH
<br />NL+- OR "L-" (ft.) 0
<br />MAXNW AS.D.
<br />acom
<br />PFA30M MTSO
<br />(P.A.) (+
<br />CONCitm A WOOD
<br />INSTALLATIONS 1'
<br />Lr
<br />Sao
<br />25.0
<br />It• -la'
<br />II'-Y
<br />Ja0
<br />IT'-e
<br />Far-r
<br />310
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<br />6'-r
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<br />I'-0•
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<br />710
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<br />S'-d'
<br />SOLO
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<br />r-S,
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<br />7-0'
<br />S'�7•
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<br />V-P,
<br />r-7
<br />One
<br />1-7•
<br />a•-lo•
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<br />S'-r
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<br />S-J•
<br />a'-4'
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<br />S'-r
<br />I TOLD
<br />ties
<br />r r
<br />mkv" N
<br />LENG
<br />(k)
<br />MNIIUM SEPARATION TO GUM SCHEDULE
<br />WINDSPEED < 170 n,,P,h
<br />rnpN
<br />W9/ SPEED > 170PANEL
<br />umS RATED
<br />K'SIAAIINED
<br />UMRlSi1MNMED
<br />RESTiMIIED
<br />30 am LESS
<br />1•
<br />1•
<br />r
<br />6 1/4'
<br />>33 70 90
<br />,
<br />,•
<br />7 11r
<br />7 wr
<br />>00 TO 148
<br />,'
<br />1'
<br />7 1/Y
<br />7 1/Y
<br />>145 ID
<br />i1'
<br />,'
<br />-
<br />7 1/2-
<br />. 1 C
<br />.11. Iff
<br />(MIN 3•T,7�I,
<br />1'I
<br />Si: 1i7.T1'
<br />111.;•>
<br />-1 1-111'.1,
<br />FROM IN
<br />0
<br />0
<br />=
<br />a
<br />m,
<br />03
<br />IOi
<br />a�®®®tea
<br />D.M.. 3O.
<br />®or
<br />4'• NAG SCREWS W r O.C. W/
<br />1/r AM Twapoco mocrRA1OR
<br />'0 V-51 0 ROW NERD.
<br />4 C-1 /,a1• EARL
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<br />I- ac.
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<br />3940"Ift
<br />TO QASS,
<br />Am
<br />I OWRM ,y
<br />{ # �� r
<br />2'OC
<br />�.
<br />1
<br />NOTE to UOYNO
<br />'1
<br />1/4'e LAO BGEIS • 6. O.G W/
<br />\ -2.R
<br />1/2' I9n. 7NElm POR7WA&
<br />I ht
<br />PLAT[ KG K9 FIAT
<br />*am MAIM TIC.
<br />ILIL E_ ECOInc.
<br />TWO LAO Sm" • r O.C. W/
<br />1 ,n' WIL DRHELD P[,I['nMWON
<br />IO "GYM WOOD NEWER.
<br />Cent nt x-WOiD
<br />anL /ta,• $ALL
<br />i 4 F,F M ENO OF
<br />DC/A. 1/114 •
<br />AEOUA®
<br />1 • wT�iitrot�/ 7/eY.D/37'
<br />I SCAM •D
<br />h ,X PU7E FENflM1MINrw
<br />Ci-y7.Til�li•T:
<br />RIDA BUILDING CODE h Votodty HUrrtoano Zone
<br />20 GAGE GALVANIZED STEEL STORY PANEL
<br />PP.
<br />O MAN w,
<br />ABAL PROTECTION PRODUCTS, LLC.
<br />.6N La O FIRST
<br />MINE M .)M-73n. AM,' ")M-OFT
<br />a'/N^°fe
<br />DARE
<br />20-176
<br />9RA.Aa Iw
<br />SAW to 0 a
<br />2/4 1/4. 3/4. 4/5. 5/3 A 6/5
<br />mom (SEE scIHEDULE 1 W/B. 2w/B• 3W/7 A 4W/7
<br />-I: MIN. - --- -- SNEER 9, 10 4111) - --- . _ ;, ..
<br />L�
<br />ILRIBOUED PANELS BOLTED PANELS w/446-20P,
<br />(OVERLAP
<br />APPLICABLE) HIS �/ - - - _ f
<br />(SEE SE �s As APPUGAeIt�
<br />2/4 1/4. 3/4. 4/3. 5/5 A 6/5 , "R
<br />1W/G. 2W/G. 3W/7 k 41V/7
<br />L - . ANCHIOIT (SEE SCHEDULE ON t•EM S. 10.11}----__-._....J
<br />REGULAR STORM PANELn1 ELEVATION
<br />N.T.S. ''
<br />1/4'Now. GAP
<br />(MIN. A7A72 1 UNDUE VU"T1 l -
<br />""' "" '_I SECTION A -A
<br />N.T.S.
<br />•orm
<br />(1) L+: MAXIMUM ALLOMM Pon LgWM FOR A GIVEN PCDMM ALD. OEM LOAD.
<br />L-: NAIL ALONW" PEEL LEOM FOR A GIVEN IEDATWf Aso. OEM LOAD.
<br />(2) PROCEDURE To DEMUK MNWM PWAL LDOT!
<br />ONE1 A Pownwt ASA. DEM LORD. OrFU NNE MAXIMUM PAD. LENGTH 1..' FROM SCNEDUIL
<br />ONOI A Nf0A1M ASA. OESIOM LOAD, DC MINE WAWMW AMID, LENGTH'L ' FROM SCHEDULE
<br />FINAL 11AXIIIUr AU.OSINE PAEL LGNTM s EDINL 10 M MOM 0EO••ED rmm LENGTH
<br />BETWEEN 'L+' M0 t '.
<br />(3) SEE 3044E SELOw MR MK PANEL tOWN FOR POROSITY OLAWa1 ATION•
<br />NWALARM PRO WOW ARE LOWED 10 t 95 p.af. MAX Aaa oESI9N PRESSURE RATING
<br />44167
<br />*
<br />am PLUM WX'
<br />24 GAGE GALVANIZED STEE STORY PANEL
<br />TE OF
<br />I�Orlre
<br />PROTECTION PRODUCTS,
<br />RIDA, "'�L��
<br />NNE. FL. 3DIN
<br />/ )TALE-fSa
<br />....
<br />Y W r IN A7AIWa A N9,N
<br />20-175
<br />A.YIn Id Kr S� ,YI[lY . E�2 NMI. ,R� ..10 W.
<br />(w TOTY.w
<br />111.1.W.
<br />,. STORY PANEL SNNINN GN 1Ns PRODUCT EYIALIA1tGN DOCUYEM (P.f.O.) HAS BEEN YPMD FOL COMPUTANOE IN ACCORDANCE
<br />- 1/. 7APYXN ANCINOIS. AS MANIK.BY BINLDE%. INC
<br />WITH THE 2020 Qth UXIION) OF THE FLORIDA BUILDING CODE. "fS STORM PEEL SHALL NOT 9E INSTALLED AT HIGH
<br />- 114-To ME FAMILIFEMALE 0 AND PMNELMAIE PLUS ANCNORIL AS MAMN'ACTURED By ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE NE ZONES (NAM-DAOE IfBROWARD COINFES).
<br />- 114.0 LAG SCREWS PER N.D.a
<br />DESIGN WINO LOADS SHALL K DEIEI MM AS PER SHCIM 160e Of THE A10ME MENTIONED COOL FOR A BASK WIND
<br />- 7/16'0 . 5/8' WOOD 06SHM. AS OISTRMUTIED BY ALL POUR SCREW. BOLT k SPECIALTY 00.
<br />SPEED AS REQUIRED BY THE AIRISOIC ION WHERE STORM PANEL WALL BE MISIALLED. AND FOR A D9i000NMRY FACTOR
<br />KD-015. USING ASCE 7-18 AM SMALL NO EXCEED THE AAXUW USA.) OCOM PRESM RE RATINGS I EDAM ON SHEETS
<br />C.1) MINIMUM TIRDADCO PENETRATION INTO WOOD OF TAPCON NICIgRS SMALL K 1 1/2• AND 2- FOR ELCO PAHEU ATE PLUS
<br />3. 9 THIN! 12 k 17. 14.
<br />N ORDER To PERRY THE ABOVE C WnOK ULTIMATE DESIGN WIND LOADS OCrDVA"W PER ASCE 7-14 SHALL K FIST
<br />AND PANELMALE FEMALE IO
<br />REOUCED TO A.S.D. 01" PRESSURE PRIM BY MULTO,LYNG THEM BY 0.9 IN ORDER TO COMPARE THESE W/ MAX. (AS.O.)
<br />CI) M*" 11MADEA PENETMTON OF LAG SCREW. INTO THE MW FRANC UR SAIL BE 1 1/3-. NO THINEm"
<br />DESIGN PRCS811E RAINGS 9OI ATILD ON SHEETS 3. 9 THRU 12 ! 17. 18.
<br />PENETR POP WTD STUCCO SHAH SE CONSIDERED AS PAIR OF THE REOLMM THREADED PENETRATION.
<br />ft OROfR TO VERIFY THAT ANCHOR$ ON TIRE P.E.D. AS TESTED WERE NOT OVER STRESSED, A 331 1NOVa IN ALUMeU
<br />STRM FOR WIND LOADS WAS NIZE USED IN THEIR ANALYSIS. FASTENERS SPACING TO WON HAS BEEN W A MM IN
<br />C.3) WAKM EDGE DISTANCE Of LAO SCR Is. INTO WOOD SHALL K AS INDICATED PI THIS OMIANG
<br />ACCORDANCE WITH N.O.S. 2018.
<br />STORM PANEL'S ADEQUACY FOR WACT AND WIND RESISTANCE WAS BEEN VOMM IN ACCORDANCE WITH SECTION 1609.1.2 OF
<br />CA) MMMUM PEIEM71001 OF WOOD LUSHIIO SWILL K 5/8'. 1/4• 0-30 SCRrm USED SHALL K 1 1/2' LONG MRRIW
<br />THE ABOVE MENTIONED CODE AS PER AMERICN TEST W OF SOUTH FLORIDA REPORT$ 10514.01-01 AND #021902-00, AS
<br />SHOULD STUCCO EXIST, AM I' MINAAIm, TOR WALL$ WIN NO STUCCO.
<br />PER 9570 12-99 ! ASTM E 330-02 STANDARDS. AND AAEPoOAN TESTING LAB SOUTH FLORIDA REPORT #1123.01-10 AS PER
<br />TAS-201 AM TAS-203 PROTOCOLS. MD AS PER CALCULATIONS PERFORM IN ACCORD*" W/ SECTION 1004 OF THE
<br />CA) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO ON WOW BOARDS K FOUND ON THE EXISTING
<br />FLORIDA OLIO K; CODE.
<br />WALL. ANCHORS SILL K LONG ENOUGH TO REACH THE MAN STRUCTURE BEARD SUCH PANELS.
<br />ANCHORAGE SHALL K AS MENTIONED IN C.1). C.2) k CA)
<br />2. ALL ALWMNUY EXTRUSIONS TO TE 000-T9 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED). SEC SHQT 2
<br />(0) ANCHORS SMALL K INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 04HWS MMWFACTURER.
<br />!. AL ALAMNUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1414 ALLOW,
<br />6. PANELS MAY ALSO K INSTALLED H ORUOMALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HIWC STRUCTURAL QUALITY STEEL ASM A-4153 GRAIN 60 WNMM. G-00 GALVANIZED
<br />TROUGH 5) EXOM THAT HFADCRS(D A% SEAL NOT BE USED,
<br />STEEL OESIONATON WAY- 92.2 W (ALTER ROLLED).
<br />9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTIM IS TO K
<br />S. ALL SCREWS 10 SE STARLESS SM 304 OR 310 NS SERIES OR CORROSM RESISTANT COATED CARBON 37M AS PER ON
<br />ATTACHED *MW PROPER ANCHORAGE. IRS SHUTTER SHALL ONLY K ATTACHED To CONCRER. SLACK OR WOOD FAME
<br />50018 W/ 50 bi WENHALL YIELD STRENGTH AND 90 W TENSILE STRENGTH AND SCOMPLY Yf/ FLORIDA BULOIG CODE SECTION
<br />'TO
<br />2411.3.3.4.
<br />10, EACH REGULAR STORM PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1, 2. 4. 5, 4 AND ALTERNATIVES W. 3W k 4W ON
<br />6. BOLT$ TO Of ASTM A-307 GALVANGED STEEL OR AISI 304 SERIES STAMESS STEEL. WIN 36 A•R MINIMUM YIELD S7Ro101H.
<br />A SHALL IUWE A ILORE AND READILY VISBLE IIWARNIN. ISTRVCIRO 01YNfA OR TE1•WT TO
<br />SEERS 4. 5, 9 k 7 APPLICABLE
<br />SHEETS PEELS WITH RESPECTIVELY,
<br />REDHAUL HAW
<br />WRIB PENODS Or Y WOW AMMM:.
<br />). ANCHORS TO MALL SHALL K AS FOLLOWS:
<br />11. THE INSTALLATION CONTRACTION IS TO SEAL/CA UK ALL SHUTTER COMPONENT EDGES WMCH REMAIN IN CONTINUOUS CONTACT WIN
<br />ME PR IG TO PRLVENT WIND/RAY( INTRUSION.
<br />W TTi
<br />1/4 0 TAPCON ANCHORS AS MAMNACTREO BY I.T.W. BUIUDEX. INC. (Min. FC-3192 p.•AJ
<br />12. $TOM PANEL INSTALLATION SHALL COMPLY WITH SPECS NDICA ED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 1/4- • . 7/r CALK-N ANCHORS, AS MANUFACTURED BY DENALI INC.
<br />PROVIDED BY THE A IMSDICTION WHERE PERMIT tS APPLIED TO.
<br />- 1/4"0 . 3/4` 5OA-sET ANCHORS, AS 06TNBUIED BY AL POINT SCREW. BOLT k sPECULTY CO.
<br />(MA. Fc-3000 P.9J.)
<br />IS (a) THIS PRODUCT EVALUATION DOCUMENT (P.EA.) PREPARED W MS EIG9KCR IS GENERIC AMID DOES NOT PRONE WC11 ATOM
<br />- lIH 10 PAHELAME cONLE 0 l PMOMATE PETS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />FOR A SITE SPECIFIC PRD/[CT: - WHERE THE SITE CONDITIONS DEVANE FROM THE P.E.D.
<br />- 1/4-0 7AMAC NN IN ANCHORS. AS WWYIFAI TUAM BY KWALT. NC.
<br />(b) CONTACTOR TO I E RESPONSIBLE FOR THE SELECTION. PURCHASE NO NSTA LATON INCLUDING LIE SALTY OF THIS PRODUCT
<br />At) W41MUM EYBEOIEHT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL K 1 3/4'; 2' FOR ELCO PANELAMTE AND
<br />OASE0 ON THIS P.Eo, PROVIDED HE/SHE DOLT NOT OfVMTE FROM THE COMDT,OS OEULED ON ?MS OOCWIEM.
<br />CONSTRUCTION SAFETY AT SITE IS THE OONTRAC70R'S RCYON5SLffY.
<br />1 J/4• FOR ZMMC NMUN ANCHORS.
<br />(c) THIS PRODUCT MUATON DOCUMENT WILL SE CONSIDERED N" IF MODIFIED,
<br />AZ) CALK -IN a SOLO-3E3 ANCHORS SWILL K EMBEDDED 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />STUCCO SMALL BE PERIAM. 1/4' e-20 SCREWS USED SHALL K 1 1/2' LONG MOOMUM SHOULD STUCCO EXIST.
<br />(d) SITE SPECIFIC PROIECTS SHALL K PREPARED BY A FLORIDA REGISTERED CHINNI OR ARCHITECT WHICH WALL BECOME THE
<br />All 1• MOW FOR WALLS WITH NO STUCCO. AND WAY K HEADED SCAM OR ALL T RrADEO SCREWS W/O HUD,
<br />ENGINEER OF RED= (f.O.R)) FOR THE PROJECT AIIO WINO WALL K RESPONSIBLE FOR THE
<br />so WITH wm OARS.
<br />PROPER USE OF THE P.E.O. ENONEER OA RECORD. ACTrG AS A DELEGATED EGNE[R to THE
<br />P.E.D. ENONEER. SMALL SUBMT TO THISLATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />A.3) IN CASE THAT PRECAST STORE. PRECJft CONCRETE PARRS, PAVERS. Fusco OR WOW BOARDS K FOUND ON THE
<br />EVVIMC WALL OR FLOOR. ANCHORS 4 L BE LOWENOUGH TO REACH THEMAN STRUCTURE BEHIND SUCH PANELS.
<br />K _ DATE AND ORIWAL SEAL NO SIGNATURE OF THE PROFESSIONAL
<br />(a) IMES P..EER
<br />ANCHORAGE SEAL N
<br />PLL TTHE
<br />N/ PREPARED
<br />(9)
<br />14. SITTEN WNUFKIUBA'S LABEL $HALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4' • TAPCON ANCHORS A4 MANUFACTURED BY I. T. W. BIIIDEx, TIC.
<br />PANEL SHUTTER IN ACCORDANCE On SECTION 1709.9.2 Or FLORIDA RULDNO CODE. ONE LABEL
<br />FOR r orO/NG UMf1aN0 ro SOURLY WITH SECTION 1709.9.3 OF THE
<br />- 1/4' • . 7/e• CALK-N ANCHORS. AS MANIFARUREO BY DEWALT, INC.
<br />�RELW OM CODE
<br />- 1/r• X 3/4' SOLI -WET ANCHORS. AS MYROOM BY ALL PONT SCREW. BOLT A SPECN.N 00.
<br />- /14-10 PNEINATE FEMALE 0 AND PANCUMATE PLUS ANCHORS, AS MANUFACTURED BY ELOO CONSTRUCTION PRO owmi
<br />- 1/4' • ZAMAc NAM ANCHORS, AS MANUFACTURED BY DENALI. NC.
<br />•VCEN
<br />T
<br />0.1) MINIMUM UMOMEM OF TAPCON ANCHORS. a= PNELWTES AM ZM" WWJN ANCHOR, INTO 1NE
<br />':;�� FLORIDA BUROINO CODE Non h wlx Nwrloone Tom
<br />BLOCK UNIT SHALL N 1 1/4-.
<br />8.2) CALK -IN t SOUR -SET MO-K= SILL LE EMBEDDED 7/5• KID THE CONCRETE BLACK UNIT. NO •• 'NTC44
<br />7 : aNNa nWF0. W0. 24 OAOE OALVANM STEEL SI M PANEL
<br />STUCCO SMALL K PERMITTED. 1/4' 0-20 SCREWS USED SHALL SE 1 1/2" LONG WO" SHOULD ETas1. *
<br />-•
<br />n�wL
<br />AHIO ,' 41OR1Y FOR WALLS WITH NO STUCCO. STATE
<br />�•''•
<br />---,F 11• E C O NNW. GLOBAL PR CTR,� �• �'•
<br />�t•. -"I*. a illNsr
<br />8.3) IN CASE THAT PRECAST WOE. OR PRECAST CONCRETE PANELS. STUtto OR WOOD BOARDS BE 1ORI H,r3W,,-a 71.• Mom FL 3M14 20-175
<br />ENOUGH TO REACH THE BEAHOO SUCH P �\ U
<br />EXISTING COAL. ANCHORS 04ALL K LONG MAIN STRUCTRE
<br />ANCHORAGE SMALL K AS MOMOM D IN aI) AND IN 15.2)- s/OVAL
<br />.a: Nr-)4... w • 3-f-,4N PIMA: INN)IN-7/M LAW 0&." -vv
<br />oulmr
<br />NNRI
<br />1EyE
<br />PL OA/Op1Y0YlW/nAW "ILjlp�jb� Ile 1 .'"i/p . • WQI I of IOW
<br />INSTALLATION DETAILS FOR REGULAR PANEL C1i
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />'-NT'N°aNEGR[woc r--ITT 1N000MCR[a 00MC's",
<br />�� IIEOLAREO. % A1071MLD.
<br />CONCRETE ANCHOR$ r cowcmm MOORS
<br />(NEE SCEDIAE ON (ALE SCHEDULE ON ^ EKWM POURED
<br />SNEER 0 THRDAwN 10) (••.-(7) SHEETS , THROUGH f0) ir--(`?�)
<br />f r .1 _CONCRETE MILOCLK � 1 .Y-3b,•
<br />a
<br />F 1/2• 1/4• I --- 1/2• ` 1/.• REGtRIEO. , NaW.an
<br />1 CONCRETE ANCORS
<br />I i (S" spun" aN__
<br />G 1 1 SHEETS 11NROL101 10
<br />11J
<br />1 I [ I 1
<br />exit
<br />_ rowmw
<br />r' 1 ON la RI6 4TD ( 70ARAr i.
<br />( IBIOM OOI 7•n
<br />.TINT:
<br />SC,HEDIIIE 1.
<br />GLASS O1 SHELF 3)-------- I PANEL UmvTH In OWN SHEET 3) 4._..
<br />1 (SIR SCHEDULE S 1 •L• HIM,, KPANAf10N l• MAX.
<br />I TO GLASS. PNa1 LENGTH
<br />GN SE[T 3) M _
<br />PANEL LLIIGiH -I (SEE SCHEDULE
<br />1 i _
<br />CONCRETE AGINORS_ (:-,�. .. ,.A : -.:- ,--- _--.::. (SEE SCHEDULE E oM , (SEE SCHEDULE
<br />-
<br />LK�1
<br />ISLE SCEDULE ON l 1
<br />[ 1 ON SEER 3)-Y�=-.- ON BEtEET 3>
<br />911LETa a TIIIOJGMI 1 !
<br />1 1
<br />'L' -1 I
<br />j Of a1A59 LJ =.y
<br />I Lo. 1_ .•►-Ea,� i aMp�L
<br />ED.
<br />1
<br />r �1L 1
<br />1 FJ
<br />'� 1
<br />1 1 O. AFKCAp:
<br />/ 1 C. CONT2E1[
<br />a ouNEo BloGl 1
<br />Illy {AL01! 1P F[IIDF I.
<br />.•_m• a3 Mar IN i(SEE SOHCDIIi ON --�
<br />_._.1
<br />O.C. LH[[R B TH9ROIGH 10)
<br />1 NIL - N/ ®ONLY MIEN SOLI
<br />--I�EOttTOM SEAT �,t Nw
<br />�j ^_. /1 HDISWA COMENIETE BLOCK,
<br />k
<br />�J
<br />ALTERNATE CONCRETE oo1Rm CONCRETE CONCRETE �� R[OLAI[D.
<br />ANCHORS 3S CONCRETE BLOCK KOLMED.
<br />SMOKE® N//
<br />(SIDE SCHEDULE GN (SEE ICWAU
<br />ETHER S THROUGH 10) SEERS S TmNcUGHa" 10)
<br />SOME 3/9-t
<br />unN
<br />ER A: Tkl/l
<br />3` '• CEN FLORIDA BURD(NG CODE Non Wqh V01WOCIfty NArrleano Zeno
<br />.44167 '°01['�W` "` 24 OW GALVANIZED STEEL STORY PARE ova I ,
<br />(f, i0R CONBINAIHON OF SECTIONS: * • �'
<br />ED. 10M DISTANCE STATE 0� I L E C O INe. L PROTECTION PRODUCTS. U.C.
<br />�''• - --- Off. �Q mr. [, ,mm
<br />(SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE Nl
<br />SHEETS 9 r to) ANY WAY TO SUIT Nr ARID..
<br />ICNS�'TAUiLNi1TD10NIN. t. ; raN°.�oI6.).•-.F.r
<br />nN an(MAN-7N�{,
<br />0 IM 90Nl,6 �+
<br />N AYA A A rL.Mill'!f1Kr 4 Or to
<br />W
<br />Cn
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<br />V!
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<br />i�
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<br />-0
<br />6
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<br />co/
<br />Cl.
<br />INSTALLATION DETAILS FOR REGULAR PANEL INSTALLATION DETAILS FOR REGULAR PANEL (I
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES f�
<br />INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD
<br />j ID 1 KT[NWE CORItd111ARE'fE / -,X.! J ON `� ,/4Y-TALL,• �� (SEE SCHEDULE 1 ,n �Y j / ��r�J A ALTERNATE LED
<br />CONCRETE IDIOTS _ FORS DaWRB LOURED cmwmj__-_ �/ � � - � I ,n• nc BA �WOgp-.. - - /!/l / / ` i r
<br />(SE fMEpkE OM - SHQT it) . •. f__."� oRM fnA 1 ON SHEET ,) i ' 4•A9' (Mn.) OOSrNa URu / R--.--- / 7. /- D)CAT N
<br />cwcmm I gems TMOUON 10) r - -._ .-.. -- t�DE91�21N T•• 1 K~' o0511u0
<br />M.
<br />(SEE p�cn
<br />CONCRETE�BLOCK I 011 CONCR[TE BLOCK IEQUM. / .-_.____._ I�-Y` 1 I - _ . SHEETS 9 TM MXH 1 , REDUIEe TERMAr[ LEG " CONCRETE NSCHMl J / ____, EXISTI N _ t' AMr. KAM 10 BE CERRPIED B�'f i // }B
<br />POSTING POUNKD A 0' LOCATION ( > A / 1r000 ANCHOK / 1 i j 92S I i ( fGKDUE ARCIATECT PRIOR TO 9NUTTR �
<br />NANCRCT[ LKOIIIf -' U SHEETS • TINROtAGN 1 r Z \ / (SEE SCHEDULE GN 7 "t1 / I 1 L----c. A __...-- `A ON SHEET T FOR PWALLATIN.
<br />mm "M__ _ O 1NCHKm
<br />/4' SHEET 11) \J,� ' _ of _ - � 1 I SPAWN 6 - y1I'I�p�Or-�9CNCDANCHORS oN (SSEE'EK3Ett) a ON , s'N,• ND wY IMD
<br />CD
<br />CONCRETE ANCHORS I •/4u , 1p /D 6OSF w i /Y 1 4 ,/2' MAX. ' j I _I 1 _itl Or v i SEft 11) sNiiT 11 / \ 1 1 -val ADO.,'� r r SQL ILL y
<br />�, 4• i - V 1 i+----*•IIIN'Ir ' Y/„c•. / `', /. \ .. . _.._ ___ WOOD ; '1 (I . - 1 .._ I U PAX. / _._ \ .' /2• n- HH.e.
<br />ox.
<br />1 1 / , Ea
<br />(SE SCHEDULE GN I tn• , .-pr,' u .� 1 j __.---� \ Mn.1� ; - ...._ REo0RE0 Uw \•\ _'} MAX. _......------- w°°0 \" I 1/ v ■
<br />sHE'EFS 9 T/HRO{IM tG) , , 1hp,• L.A. I 1 i / _., IIEOURCD,{ 1 _y�.1{r��Wa,•
<br />i o- i 1 - %4•IaG i - �:/ L ' �I I _3 .1 a(A9S1 V •' i WOOD ANC10R5 I I I `^As- '�o.tn aaaaaa•
<br />O0S71MO_ A1 I1 It ' ; PANEL ; , ; , ` D.C.THUS LONG nlliiON SPACES • 12 1/2- 1 , 1 �� 2• , B,S.A(
<br />E i 1 A I } 1 i Vo.(Sf TAR[ /1 ON SHUT „a (SEE( ,1W")- o" `v
<br />B 1 l 1 P19EL (EIGTH 1 W)t. \ SNEER ` I I 1
<br />ro Cuss. + on $�crs L- m cats. )Nut ua+mm �'? t i IOW aws.(s� i ._�1 i
<br />L,,,,• ( BPWE[A 1 1 MAX.� ; I I ( SEE NOTE " FOR LJMITA710N'S FOR IeO I 1
<br />-1rJ 6v GLASS. 1 1 l• IA 1K. 1 I 1 1/2 LONG 5(EivEs. CPARATION
<br />.1
<br />TO OARS. 1 , 4Y-fan• � (Sa 9 k 10 (SEE SCHEDULE E 1 ( I 1 A 1
<br />r� S4m 3) 1 ,n••-,"• (sEE s SHEET
<br />3i 1 ON 9C1Hm 3) ,•
<br />1 - I OfFAF- �I�_ _a 1 ON f -- - _PnNEKL Wtt fF]IAE 0 d1 PANEL DATE 1_ _- 1 (SEC SOIEDIAE ON SHEET 3) 1 1/fy"M't' v LAN. O
<br />SEE I I GN SHIEST 3) f� 6aR W K� FpOY SHEt7 >) ON SHIER 3) R _.-. _ _ L.. GN SEE, J) 1 ' 1 ION SEER ) 1 ay .a�,..AtB Min. SEAMWION TO MSS. I
<br />( SCHEDULE oN A w 'X P o @ 1 ,/4,F",. l I . (s¢ SCEDLAE QI MEET 11 � 71r a"3fRAA" � F }L �A�
<br />1 1 ! PANEL LENGTH ! ._.=== ET_, _ ,-_- PIE ITT IWYa "L• MOA �� `7"`-- '- -_ oMs j �.---_-�•. ... -- �__., fD14 Ali 1 _). _ __l._ r - - - T- WiN� rHXR ♦ A WOAI/A" PANEL UDwH
<br />1 _ (SEE 4pNEDu(E 11- PANEL LENGTH :1 , E I_..-A11/Aw1N_ 1 _. 1 I ♦ '. t t i -S• jW �.,... - I�.. f-i _ PS HAW ANSI. (SEE SGEDIA[
<br />1 LTO GLASS. _ -�.. 1 1 UMIN olel P•h E>OSTIHl4._ 1 10 a1A96. 1 2.4" W000 -..-•_ 1 H - .._ - r,
<br />50X �._. ^^ .. � LIJ195 ---- I EXISTI'HSLH +�-- ; GA55 -'1 SEC sfAlmuE I ', PUTS IEOURFD = ,-- ------------- I PANEL
<br />fl Kd EE 1 � HORN ,AR 1•f'O aN SEES s)
<br />�(o�II SCMEZXLE
<br />SHEET 3) i a v HLJISs 1 �J a t I 1 , i,_ - -_ 1- i aN sNEEr ,I i 1 i DIRECT MOUNT W,( SPACER _. T ON sMEEr ,)
<br />ON LEST ,) (BEE SCHEDULEGTH -}
<br />B GN llnf 3) GL144 _-__. .)
<br />1 _ _ E 1 �-
<br />1 i _ i , ALTERNATIVE 2w'
<br />1 4 r I 1 Lb. r SPKCA 1 OF .L. 1 SOa E_.. ;'1 • 12 I/2' O.C. SEE TABLE /, ON SHEET /1 TOR MAX. PANEL LENGTHS A
<br />1 1 • 1 i oc N - L._ IDOTII ; jj;MAX.11' I OAAt' ED \ i� 5 SCALE ,/e-t• ; eoa E 1 r� Of i-
<br />��' MAY / H ~' '� ti- ---) c
<br />S 1 WX. A3.D t7fslGN LOADS ION NIBS )INSTALLATION. 1, - 1
<br />• 12 1/2' O.C. ED / I
<br />1
<br />W
<br />0 11r -- _ N N.LOWE6
<br />i W Apewee 1 1� •. ''
<br />CONCRETE ANCHORS..,._. I CONCRETE ANCHORS ---.._- ...---- `• ' i 'I 1 , .._) !0-- ♦ - 1 �, 4Y-faiAn Ian
<br />oo6TIG H'OAXREO (SEE SCHEDULE ON (OR SCHEDULE GN _.._ .... ..._.- .. /.' oL.
<br />1 \• \ \ T. cOF WALL. Oil
<br />sue SHEETS 9 THROUGH 10) SHEETS 9 THROUGH III
<br />z ,/0• LONG WINS AI.UYNUY }_ I _ * IGD:: - -•-- _ - ROOD ANCHHORS Hk • 4 ,
<br />SPACERS • 6 1 P OC. VALID FOR �. I _ _ _ __a.__... 1 i WARDED W/ STUD YKWI M WW N 1 In• LOW F 1 �� ..
<br />+ /1• \ POURED CONCItm ALL DESIGN ARD PANEL I.. - A SHEET 1/W' E O" - -_ _ __. :6` W000 2 'I 1 A O
<br />Na yy
<br />\\ ppSm cimmCG POUTED COMCRm_j I[IICTIH: P[A SHEET 3. , j , I (1) MSMLMM s LMM 10 A OE RON PALO= WRH 19•-0• - -- 6CCN REOU" ' .FOOD ANCHORS
<br />comcit E ANCIOq¢__...i I \n\\ CONGIIE,E SLOCN OR CONCRETE BLOCK 2•.4• WOOD 1 I. '-� Ik1pR: "•.. I WAR WM ROOF IW11MLR� • A FESIR000N nm ANY WOW ANCHORS _...:_�REOMI I i . \ `., (9[E SCHEDULE OI
<br />V
<br />SEEIs / 1HR000Ito" 10) �.-. ' SEE SCHEDULE aNp[AR[ _ilk .. L .4 RW000 eML{eW IpliT T H1IODA10 ON aHm 11). (SE SCHEDULE ILA ,/� - , ' ✓ I•, I SHIEST 1,) c
<br />REQUIRED, ,- ,' MAX LONG AtaSMM YAWTd • PLATE REOUI f., ONR•NIL - ---. i
<br />E.D:----- RAJ 12 ,/2• o.C. (9tt TABLE P, ON �H STAGG w/ ST1I 1' TES NFARWDN,O IOU!• OOOMN I ti U• p
<br />SHEENS 9 k tOJ
<br />.� ' ' iI ( LoM9 N NaUa1BO \r--- REOIXRED (be LMWa PHI) •wF N fIJ Or. O 6 1n• nC _.... -Y ARM.------'
<br />, ON YIIQ 1 IM1 N ROIIN9 N 1 P M ♦ a) ALaNw ONO T+AM GOIIIIen M (►NTT ALOE FORE D a SECT I1) 1
<br />CEILING MOUNTING anjul7ga MOUNTING WALL Mumma /pRELa mm W/SPACERS (b OR
<br />r I I I eHEEr 11) DLWLo'11M (WIC s A RNa6cnN NWIM ,f ,n' os. H,IRIN• AUOIED a
<br />�I (1)�WMKIM sR .
<br />EO{I.E 7/Ml SCARE 3/M 1' ._-1, � 1 rl.. WALL E4 NN MR LaINM s N F p NIr N AA AMM ■ -
<br />9GIlE 3/e-1 '1/"-- - M mo RM BMW Ma LHWN Egkow�L TOI IM09 M4 LOIOIIE ALOOO a
<br />Man
<br />u"�iBtl E 1w (,) 6EOMH FN/I IEpiNbl E IDLY (4), 1/Y LOW HOOD Od0'pOlr IRA DAL N /O MWM a
<br />MD AM LEDs WOm 11MIE WNL WAX 3/9-1' WELT L 9sw1AROY N , 1/Y LONG YFOO N M OIL7
<br />L-b RNNAOIN Am T[ A)am (7M alwo OF FLOW SCAT ,/B-t-
<br />NI SCALE 3/B-1• W ISIWLA10N "W OLV Pa um HNM SCALE 3/6-1•
<br />m6a, :•3M11A6WE �Ea�.TK4l
<br />�Ea A TI(vl ,r6 N E A. T/[(/f ____ _ �': ''VCEN, ; • ti W
<br />tDIf ORh NZone) FLORIDA BUILDING CODE High VelooNrroZan• N0. 14167FLORIDA BUILDING CODE Non FLORIDA BUILDING DOGE Non fth Vole$ NGrdoone ZaEW
<br />I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. *;
<br />a. 44167 't 'e010 "10°° "a 24 GAGE GALVARRED STEEL STORY PANEL 't NOTE FOR TALON OF �rcttDMs: t. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. f N0. 1416I O°°°0 "11°L0 "c' 24 GAGE OAI YANKED STEEL STOIRI PANEL Ft' TOP A BOTTOM MOUNTINGS CAN FE DESIGN PRESSURE RATBM. (� fr} ANTI PANEL LENGTHS -f00o x1e0D 24 GAGE GALVANIZED STEEL STORY PANEL
<br />DESIGN PRESSURE RATING (p.e.f) AND PANEL LENGTHS Dow W. STATE OF DMrN fY:
<br />* COMBINED T ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET' 7 •'
<br />N/a/NN INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �' (O WI/Wnae
<br />NOTE FOR DOLBNATION Of arE•nnut; w�� rMnaN TOP t BOTTOM MOUNIING5 CMV BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR * : * Q'. t .•'I�y C' w 7a-
<br />EA. EDGE DISTANCE q STATED I�ECOINe.GLOBAL PROTECTION PRODUCTS. LTC. •.E CONBINEO IN ANY WAY TO SUIT ANY ALTERNATE 2W) ., STATE TUT`"Q PROTECTION PRODUCTS, I.L.C. Mr. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 7 IL ECOINC. P�CTION PRODUCTS, LLC• Wa0
<br />(SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE 90,c Fi0R10� : /`rL�l 5 INSTALLATION. O F(ORIO 'f00 F•W O, °f1�T DENS" OF DA5 OR EQUAL /OMIT E • W N SMRF
<br />SHEETS 9 R 10) COMBINED IN ANY WAY TO SUIT ANY LN• •.• / 20-175III "we" 0 yp f. 20-175
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