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<br />F -------- - �QMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
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<br />SCALE1/,• 1'
<br />J'NI11111,1 1111LM[•
<br />N..- Ilmi .."! I- wn n.
<br />fA-p:DelrsvUYE
<br />]20-
<br />WNL r,edQM
<br />.a.^FR 'A/,[.=. N;r' C,+Jw: '[14 ,'iM:Tv
<br />5[A�/5.61M,;,r'C/N'f„NRR
<br />A 10.UT I al
<br />Us
<br />:i M )e
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.&f.) AND CORRESPONDING 2/4 1/4. 3/4, 4/5, 5/5 A 6/5
<br />uAYIYUY SINGLE PANEL M 1 FNGTH "L" SCHEDULE ONLY FOR REGULAR STORY 1 W/6, 2W/6, 3W/7 ac 4VI
<br />PANELS INSTALLATION INTO POURED CONCRETE_ CONCRETE BLOCK A WOOD (t) _J• MAY_ A+ HSH $ 9 10 All) ON _ 3. MAX
<br />T- 4N sHEns 9. Den) I- A -
<br />SINS FANAMFLeCI) 106 rouMen SINGLE PANELS 1 Kt72AMrh AT_AfN (- __� ._ __ ___----
<br />O O O e
<br />ALTOL OR BOTTOM ENIZWST&IBdC1Si_ l _gs -A- S OE - — - -- -- - -
<br />t o D.M..OIOr®� - r 1 - - I--,-----,- - i t
<br />Vj1lb-- TRACKS .2` OR! i; DIRECt MOUNTED �EACki_L1D ^. _ 1_..._ _-. -- _ _
<br />MAXIMUM PANEL LENGTH
<br />"L+„ OR L-" (ft.) 0
<br />MAXIMUM A.S.D
<br />CONCRETE A WOOD
<br />DLS GN
<br />PRC55URE R�nNG
<br />INSTALLATIONS
<br />(P.ef) I.')
<br />L+ L _..
<br />20 0
<br />,T 0'
<br />11 O'
<br />- _ 210_
<br />IT 0'
<br />I r -tr
<br />30.0
<br />II -e•
<br />r0 9
<br />-_ JS 0
<br />10 ,0•
<br />1. _-
<br />10 O-
<br />_.._ 400
<br />TO ,. -
<br />9 4
<br />-1
<br />430 ___ _
<br />7. fi,
<br />-
<br />_
<br />b 9-
<br />_ 500
<br />9-,.
<br />-- 9A•
<br />550
<br />a 1,
<br />a'-o'
<br />60.0
<br />a' 3'
<br />7' 7'
<br />-
<br />610
<br />a'-0'
<br />Y-,'
<br />7aO
<br />I• -a'
<br />l 0_
<br />_.. 800 _-__
<br />7--2-
<br />I Y
<br />900
<br />6•-9'
<br />6-2' -
<br />95 A
<br />6,-9 *
<br />6 0' . .
<br />_.
<br />000
<br />6 5-
<br />S 11,
<br />-
<br />- - - 1050
<br />6 J'
<br />3 9'
<br />- 10.0
<br />S 7'
<br />-.
<br />"50 ._
<br />--
<br />_
<br />-----
<br />5-6,
<br />-I196._.
<br />5.-S.
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ff.) D
<br />MAXIMUM A,1D
<br />CONCRETE a WOOD
<br />DESIGN
<br />ARESSURE RATING
<br />NS-ALUTIONS f
<br />( I) I. a )
<br />-L* ---
<br />2o0
<br />W-4
<br />1,-0•
<br />.15.0
<br />II'-10
<br />I I -7' -
<br />30 o
<br />rr-e
<br />ID -7.
<br />150
<br />I0'-10
<br />9'-9'
<br />__ oo9
<br />-6
<br />7'-
<br />_
<br />50.0
<br />a'-7
<br />a 2'
<br />55.0
<br />6'- J
<br />-9-
<br />50.0 _
<br />a -D
<br />7 3•
<br />65.0
<br />I' -a
<br />7-2•
<br />70.0-
<br />1' S
<br />6...,•
<br />73.o
<br />r-2
<br />a c'
<br />a00-_-
<br />r0-o
<br />s'
<br />-
<br />i5o.
<br />-
<br />7-
<br />_6
<br />d '_
<br />. 9a0
<br />6'-9
<br />a 1'
<br />950
<br />6'-7
<br />3 10_
<br />1000
<br />6'-J
<br />5 7'
<br />1010
<br />_6-J
<br />S A -
<br />0.0
<br />I_
<br />15D
<br />-10'
<br />II9.6
<br />1 -
<br />I -a'
<br />MAXIMUM
<br />PANEL. LENGTH
<br />MINIMUM SEPARATION TO GLASS SCHEDULE
<br />wwo SPEED C 170 m P. IT
<br />I WIND SPEED > 170 m. Rt,
<br />(H1I
<br />_
<br />UNRESTIWNED I RESTRAINED
<br />IUNRESTRNNED - RESTRAINED
<br />]0 OR NE55
<br />133 TO 90
<br />R90 t0 145
<br />1' I.
<br />6' 6 t/,'
<br />) t/2' -- --7 112'
<br />I T t/I" _1 1 1/2-
<br />1' t'
<br />1
<br />I. •
<br />TOP
<br />BOTT�
<br />DIRECT
<br />MOUNT
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<br />1.5'Xl 5'
<br />SLR
<br />I ANGLE
<br />7•
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<br />' ONKC 4ULiNT
<br />6
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<br />35'
<br />55'
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<br />+5'Xt
<br />3..
<br />—
<br />32' 1,
<br />—
<br />12-
<br />-_
<br />31'
<br />—. T
<br />4r
<br />3e' 38'
<br />-_ ;
<br />S 51U0 AN41,C
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<br />S I'.T. TRACK
<br />55'
<br />- 32•
<br />32'
<br />42'
<br />'
<br />67'
<br />60' 6C
<br />1 LNLD-OUR a�-TRACK ANGLE - -
<br />-
<br />50
<br />'.. 32
<br />- 2' -
<br />32'
<br />---
<br />36-
<br />_ -
<br />6O-
<br />-
<br />56' 56'
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<br />32.
<br />50-
<br />j 54'
<br />. 9
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<br />A' _ -
<br />! - �!r
<br />I 1 (UNBOLTED PANELS r I :SOLVED PANELS W/ 1/4e-20.1'
<br />I (SEE SECTIONS AS � 5 s. MS SOLI W/ 0 O EA, OVERLAP
<br />APPLICABLE) I(SEE SECTIONS AS APPLICABLE)
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<br />M.. 4 D O.O - o• '«o o, IL
<br />- - I*I io -F - I
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<br />2/4 1
<br />W/6, 2W/6, 3100/7 & AIVI
<br />- ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 811) -
<br />REGULAR STORM PANEL (12 ELEVATION
<br />2.667' NT.5, '/•' Ma, GAP
<br />€I (MN OIrERAP -1 wIOIE VALEY `
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<br />NIA% GAP .-1 S.ECILQN A-� `j `)
<br />AT S. -
<br />D(I) L.. MAXIMUM ALLOWABLE PANEL LENGTH FOR A GNFN POSEINE AS➢- DESIGN LOAD.
<br />L-. MAX ALLOWABLE PANEL LETRiH FOR A GIVEN NEGATIVE ASD. DESIGN LOAD
<br />(2) PROCEDURE TO DETERMINE MAXIMUM PANEL UENGInt
<br />GIVEN A POSITIVE ASD. DESIGN LOAD. OrMU0IE MAXIMUM PANEL LENDN _-' PRO. SCHEDULE.
<br />GIVEN A NEGATIVE ASD. DESIGN LOAD, DETERMINE MAXIMUM PANEL LE16fH'L-' FROM SCHEDIX
<br />FINAL MAXIMUM ALLOWABLE PAIL EVIDITH 5 EOLIAL TD SHE MU-M DETERMINED PANEL LENGTH
<br />BETWEEN 1✓ AND %-'.
<br />(3) SEE SCHEDULE BELOW FOR TAN. PANEL LENGTH OON POROSITY QUALIFICATION
<br />t INSTALLATIONS ONTO WOOD ARE LIMITED TO t 95 P,a I MAX. AS.D. DESIGN PALMA STRONG
<br />S\� \ ASEg/ 5 6, IC tr tI FOR MAX AS.O- DES IGII LOINS tr MAX. PANEL LENGTHS GDR
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<br />I N
<br />GENERAL NOTES /�
<br />Nun FOR ■Y es 4eFFIY A - MAILED eTM S1; _) 'A.S_NL _lirl-ui AEtY. SPE^v,!i Gt{AYIL[_.'i•Jl-is _MTh.,
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<br />STORM PAIR SHOWN UN HIS PROOtI,^ EVK..AnCN COCUMENT (vEC) HAS BEEN VERCEn f0u fCJMFLMNCi IN ACCCK+CUHCf •/ A ��' ANCHORS, HAND 1W RUEC4• !�'. �\
<br />I
<br />WIN THE 2020 (71n EDITION 01 THE FLOaIW 9NLOiNG CODE THIS STORY PANEL iHAU NOT BE 11STK'�p AT <BGhI E PAAA£D FF
<br />/,4 IC VANELMA/E FEWYF IC AND PANELMATE r,_US AN -NORM. _ 4ANUFK"JRCD B` ELCO r_-UNc1T+,JL iION FFHrU.Ic
<br />STY HURRICANE -
<br />VELCIC HU AhE 211NE5 MMAO-;M•DE BROWARD COUNTIES - I % ' c P V ( / ) ,/e RAC COWS ER ND�
<br />I
<br />t PSECTION 1 F r( r- A wrtl DESR;N wl,e LOADS SHALE!. BE DETERMINED AS ER609 0 � MENTIONED _ ON 5avt [ _ f ABOVE E )OE rin R u r- A 7:IG'e /6' WO BUSHING. AS ,._ _� EC P. .t rD:Nr �I'AFW )I 9 5Pc tY r0 5 JD B .L1AL
<br />S v iN P '') [ R 4 IF TI G -
<br />SPFIU A_ REQUIRED B JURISDICTION WHERE STORM PANEL Wsl. BE ry51A LE., AND 0 D EC OhWTY ACOR 0 C E
<br />K IN 7-, Yf n THE 1 '4 .0 RATINGS N H _ D U AISLE 6 AND SHALL N MAXIMUM S U Slt 1 PRESSOR RA d 'N Ai S CS '. I TF T 85 USING 0 E TOOT E TILE F v5 CNC TD U E _ MINIMOM THREADED P.UIa :Mir WCNq APr -N 4NC R '! ^' it {'C.' PANE lJ= L EADEU PENETRATION . .� .rq S S+/v_. BE I 1.'1 AND ]F r. C .L
<br />3. 4 DERU to tr 17. 16 AND PANCLAIALE FEMALE ID
<br />IN 1 9 Y 7 .T I' t p T-i 'IRS' ORDER TO vE 1ST NE ABOVE CL7NPI ION, ULnNAik DESIGN WIND LOADS CCTFRIIN..J ER ASCE 6 SHALL RE F 5
<br />PRESSURE RATING BY
<br />A N P MULTIPLYING THEM IN T COMPARE TN W ') MI 1 V THA PENETRATION R THE T. PEDUCED
<br />THESE (4 1 ' -/ 0: ,CO SCREW, NHS E ERGO FRAME UMi RE , 1!2 NO NRFAOFD
<br />L HG F.M B, C6 -RT3CR 0 .,.M ARE E / MAx SG NMU £AGOG ECCO
<br />SAAL. THREE
<br />P r r CONSIDER[[) I R R -N ? T INDICATED SHEETS INS I ^ 1 ] ! L rf.INArv.IN INTO STUCCO SF U,L BE .0 >10ERED a^ ?ART 4 TIE C UrR N N'TRA'IJN ('ESR. PRESSURE RA
<br />E RE RATINGS 3,
<br />DIG ED ON 5 _ETS 3. 9 U tr B C 0 CL THREADED PE11
<br />AA,T
<br />I, ORDER TO VERIFY OLM ANCHORS ON *h95 PED AS TESTED HERE NOT OVER STRESSED, A J3S INCREASE IN ALL tlWABLF
<br />'
<br />"P -. F I , r f. •1 WN'W.14 EDGE -'R !IT Wr -H 'N' "A1 ' •N THIS a• OR UR WIND LLUD$ W ` D It, TMDH ATIN Y55 FALL cNER'. $PACI•:G '^ WCOU ' A$ BEEN U-1FRY'NED 'N .. .Ur•C Da'TANCE U[ LAI SCPEWS U JUJ SHALL BE U JIC EC $ CFJN:MG A, tl0I USED
<br />ACrJR0A/KG WITH N.0 20:0 E
<br />403
<br />y
<br />r T 41N P N TRA ilN "HIM SH I '4' - A 1 Wf -irRM P .A t. ! ^ . C4 MINIMUM E E 1< li WUIJO BUSHING K_ '# 56 P 21' SCREW!, USED $H . BE /1 L+. O/UV PANE, c ADC l:K.- OR IMPACT, AND MIND RESTS NCE HAS BEEN VEPoTIfy N KCORDA.CE WI sE � ICY. 16U9 O' / / Q
<br />n /I AY MINIMUM FOR w ' W T1,
<br />IN[ SHGUID . UCrO E 5T. ., U A.L_ NO STUCCO
<br />NC `h M NS ONF� [UDC A in FORT OH1 U r, 0'- WC Ott9. 09 4S ADO E S PER AAIEAICAN TEST LAB 0' SOU FLORIDAL DA REP B C 02 I.
<br />I 3
<br />RREPORT c V PEF SST t?_y9 tr AIM C }3Q_0 STANDARDS, AN(J ANERICAN 7ESTTNG V�H SOUTH RJR"1P ':3 D1-10 4_ ER
<br />2/'
<br />m
<br />HAS AND TA$_203 PROTOCOLS. AND AS PLR ULCULA•'nN5 PFRGCAMEE, 1N K'UIRDANCf w/ 5Ff-ilCm 1604 OF -HE _ _1 IN PSI" THAT PP STONE, LR PRECAST PMAN STIICCU OR W000 BOAT[ 5E FOCwC ON t.lE E ING
<br />HAT
<br />REACH
<br />FI ,R Oe EU1'..O,NG CODE WAy ANC•!ORS SHALL BE RUNG ENOUGH TO REACH THE MAN $7R'JCTURC BFYINU SUCH rANELS
<br />AIW H NA' ti N DI IN t . ORAGE 5 . BE AS MEN O F. C ). C 2i A C. )
<br />At: At'JMINU4 EXTRUSIONS tU BE 6C163-I6 KLvY AjKCr iEMUFR 'UNLESS OTHERWISE YOIFOI SEC SHEET ?
<br />D) ANCHORS $HAD BE N.TU r.=C rt7LLOVRN(: 4l'. 'tP THE NEC+iNMENDATIVNS ANC $AE•:R LPiWNS 1r THE ANC aOAS ADWVFKTVP.
<br />3 AI_ ALUMINUM SHEET VETO USED Ai CLOSURFS SHALL HAVE 3105-Ilia ACLU,
<br />P '>ANELS MAY A.Stj BE 17SKLED HORI,INT FOt_OW1NG N t
<br />9 KL' S itUnCN DETAILS . ,WN L1. SGr IK)N THROIGH 6 (SHt E T$ 4 `
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<br />"HST Y THAT n I n .COCA, S [XCCF" EACf-PS 8 $HALL H.T RL JSC_
<br />1 L 'T IT W. A , f 1 • ALI Sr[ -EL SHFCT VETO PANELS WAIL HAVE S NIJC tURA UVAI / STEEL, A_• V -653 GRADE DC MINIMUM, G 6( .A. VAN .E C: ® ®
<br />• T SF 1 I ./'I- L AITR S E f•F_ t�YA' 0 92 a -t RO(.LED' - iI r P 'T ,Y LN j SFLK, B( If R_5. ONSIBILT' r. THE CONTRACTOR TU ICRI SCNIN NE55 ' T iN ^TUA WH'R F.HJT1 P Ir 1
<br />E D J E 5'RUL E AHEAD E . 0 BE
<br />Tr I PROPER TH< H n c
<br />S_ Al SrREW3 TG RT S^4MF55 STEFt 304 UR t:6 U5 SER:ES OR CORt?C51CI1 FES'SANi COA 1£'v CARBON SIE£l AS PfR LiN R'ItL C .'RAGE _ _ L BE C' CL r.t _G CASTE BLO_ ,0 E
<br />P.,,CING .. INSURE RANCH' + $ U-i HA _ ?Y Y ATTACHED r N -K OR wYJ' FRAME
<br />5KIB Wi 50 Lyi TIE!, .7RENCTN AND 90 Ka TENSILE STRENCptlA ANT. SHALL COMPLY N/ F:.OFIUA RJ10ING ROUE Sf CI„]N B' I'LNGS
<br />r
<br />I ,IT 1 33.4 ,`
<br />R<rllt_AR PANG. LENGTHS $ li'YER 9E FCR SECTIONS 1 A. E 6 K'r • 1W tr !�
<br />[J
<br />TON
<br />SUACIHUT-, A i 'VET L S N TINT W R
<br />F 00�7c TO BE ASTM A- 107 GALVANIZED `IEt-_ OR Av-1 N•, SERIES S:KNLESS SIEF1. WITH 11'.I I,, MN M'JM YICLG STFchGTH ti.E[T$ o. S. T tr J NE=.PECTM LY; SHA,i HAYS A IFGI(p,C ANU READILY VISIBLE MAVf (ING NSTPI.:TIN; OWNER OV rtrJNFT 10 -'4
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<br />SECURE PANELS Win. APPICABLC REINTGiCEMENT DURNi, AERIOGS OF HURRICANE WARNING
<br />T n , jF5 TO WALL. $HMV BE AS OII VIVS _
<br />i THE INSTALLATION CUNTNAf:iDA :5 TCl SEA. /fJJJIF Al! SNVII[r{ r(tAlw'NL Hr fUGkS wHI(PI Pf MA.. ,N ,,. H,il tr �. .tJNIA('1 wI:H
<br />H - F yl�_
<br />THE BU SxNG TO PREVENT KINCINTRUSION
<br />ION
<br />(AT T L S STD E
<br />I
<br />'DU
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<br />Ij4'0 TAFNCN ANCHOR,A< MANUFACTURED PC Ii W R1.: LjE<. rNr.. (Min Ic.-1, 97 ,,I.) :3 STORM ?AISLE IN$'PLLAfIUN SHALL COMPLY WITH SHE',=. INI;ILATFD IN 'HIS DR/1WIIYG F'.US MY E,'1D11„ AND ZIIN'N<: RE GV:A:IONS
<br />Ij4' 1 v T/e' CALK IN ANCHORS, AS MANUFACTURED fl. (XIYAI NC PROVIDED IN, NHL NORISCPCTIOY WHERE PERMIT IS APY{D If.
<br />e J'i SC UFT D SIANCHORS, Ai ,TRIPITEE !D' r NI 0 C _RTw X)L' tr $PEC'UY CO t
<br />fn1 ,HAG P ', T �! n F DOCUMENT F Ffl P Y t! A" _' PN. N'c 1 ROJ X. .. A1_J.L 01 DOCL E ED E ARE[ B H$ CTNG:NFEP E G N FF_ N OC < n' ) .,_ NT 1RMAtRTN
<br />j r A Y.r) 1 1 E C G E
<br />/III,_,Ip PAn[LwlE PEARS IO 8 PANELM47E ALuS UYCHCJR$ AS 4ANUTACTUREL' Bt EtrO [: h5'Ihn.Tnw PRLTGUC7$ G'DP A 51'E $„ECirlt PROJECT, - WHLPE 'HE <ITE ^.NNDInpNS ly_ywTE FROM 'Hf PE
<br />_E,
<br />1/4'0 ZAWC NA'-iN ANC,K;RS, AS MANLFACi',,RED 9Y CEWALI, NC it.: CNTRK.TUR TO RE RESPONSIBLE VCR THE SELECTION, PVW,h4SC ANG NStAL,ATON w LLDONG JGE AEC-' C n,l r-RODv:-
<br />_ _ BASE,', tN IH15 nEO PHOdIDED HE/SHE DOES NC. 7f`1MIE FROM THE ::ONUIT DNti DOMES ,1v Iw< •.KX.LMf Nr
<br />A'i OF fAA(:CY ANCHOR$ IN'G POURED CU!.S'.AETE >HKI Ei ` ]/a', 1' T,>R fLLO ?ANELMA'L ANC CONSTRUCTION �AFE7+ A' SITE S ONE CONTRACTOR'S AE5PONS,1�LRt
<br />I 'I"Y OR ,'AMENt
<br />,/: POOL TAAK NNLm ANC,KX+S
<br />(c) TA:5 PVOUL'CT EVALJAnON DorLMEM WILL BE CONS,D'c RED ANAUO IF M�DIFIEi�
<br />1 H R<•. •M . 1F', 7/ !NI tt 'R 1 - NT INTO
<br />A.K EAU'-w 8 SCUD-SrI ANC 0 SWELL BF .. BED[.• R D TF POUNEU CONCRETE O :,4REDMEt U
<br />1 ' R ITT , 1 : - I ! N' STUCCO -
<br />5 U�CU SHALL BE F'f M 1. • 10 $CREW$ USED SHALL BI- I-' _ONG MINIMUM SHOULD TUC E / / � 'Al 5 :tVIC Pkn C. - ',I F PREPARED O Y A E R R-- TR.' n=�'.• nl:'H w �,=
<br />' SITE L B. E RE B IV IOA _TEST A ARCH W LI BE.OME 1
<br />R,
<br />AND T' MINIMUM FOR MALLS WTiH NO S1UC(fi AND MAT Et£ HEADED SCREW$ OR ALL n+REAOED S+:ACYN$ W/('/HCA:'. ENrMEER Of VELURE LOUR; FOR THE PROJECT AND WHO will. 6E RESPDN"illLL Gr}R THE
<br />ENGINEER ES LBLJ (A
<br />L", WITH WING NUTS PROPER USE Of THG P E D ENGIkEFR OF RECORD, A(I NG AS A DELEGAIEL I,;INEFR 19 THE I
<br />PED FW;INt ER. SHKI SUBMIT '(I 'HIS Inr1Ev IHI. SITE 'FCIFIC EIRAW14CS POP RENEW
<br />A I) ,N CASE NNAT PRECAST 5'ONE. PREGR CONCRETE PANELS. PAVERS, STUCCO OR VIp7O BOARDS R= FU1, ,)-a •,I,
<br />ERIS'INC WALL JP ILOOA. AB;HOAS SNAI, OLE ICNG ENOOOT1 TG REACH T+J( MIN `.,TPt ,AE FAIT ND SUCH PANELS IT I THS PED UM 'HALL B•: THE LM'L AND CIKIGIN.Y SEAL AND '_JGNAT:IRE 4 'HL PFh]FL5"KJ1FA I
<br />ANCHORAGE SFIAIa E'F AS 4ENTIUNEL: IN A t) ANC IN Ai) ENGNR OFALCOR: THAt PREPARE[`"
<br />If'.! 'C'. LAISTiN^I. CQNLAI.: wPlICK WAIL A571A_G_30 11 SHUTTER MAIUFACT.PEA 5 LADE - SHALL BE LOCATE:. ON A ` rADILT VISIBLE[ LOCAT Oi•I AT :TORN
<br />1/4' 0 TAPCON ANCHORS AS MAN11f K,UREC BY I I W RUItllf, A. •WC PANE'_ AH'_T)FR IN ACCORDANCE WITH SECT:,ON 170992 OF LORLDA B:,LD!N, CVCE JNC LABEL
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<br />I INSTALLATION ARE ONLY VALID FCR MAX A.S.D z #. F
<br />0. 44167 e2m0 I... We Fl. I INSTAL IATI(NN ARE ONLY VALID FCR MAX. A.5 D i TtmT MILE.. - {j. ' * i ...'T"'P0, ec I.P.
<br />24 GAGE GALVANIZED STEEL STORM PANEL NOTE-�_Og_CQM�JNei!ON QE_5E.QmKS I _ ND. 44167 _ 24 GAGE GALVANIZED STEEL STORM PANEL TOR III BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p s.r) AND PANEL LENGTHS = 24 GAGE GALVANIZED STEEL STORY PANEL Q
<br />DRAM, Ill DE5!GN PRESSURE RATING (R.s f) AND PAN_, LENGTHS z * : - IJM.w,. e•. COIN&NOD IN RNY WAY 70 SUIT ANY q STATE OF T•jrN n
<br />NOTE f➢� CDAABINAnOH_OF �EGT141t . ' * . * . * - \ mnt/Imo TOP A BOTTOM MOUNT!NGS CAN BE AS PER SCHEDULES 014 SHEET 3 (EXCEPT FOR * ' * = AS PER SCHEDULES ON SHEET 3 ? i - -
<br />E.D. -EDGE DISTANCE i 1a% STATE Or, Y t - 'T GLOBAL PROTECTON PROOUCT'SP LLC. yt[- COMBINE IN ANY WAY TD GUT' ANY AL!ERNATE 2W') �•' STATE Off-•_r- _ _�: of/n/7mo INSTAL LAT1pN 2 FOR NEW WpJD FRAME CONSTRLiCT10N: W00D ��' f<OR Ny e' - m/al7tma = Z
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<br />(SEE SCHEDULE ON TOP & BO iTOM MOUNTINGS CAN BE ' �O '. f P / - s.w 1 9 INSTAL LA71ON % O A' 1�-. _ �I - sw 11 "ACE' �/O C I Z:, ,P toRED TWT TE,TWIo l [Ha.aEMlw rowPANr MYtE TL JS]14 '• 'I' /eRID :� TTw:res w 6 aTN R9 OOwANY DENSITY OF 0.55 OR EQUAL.NqL• TILInT� N9 a ! �IIR 4coVyRY 'e0T sW !' SnEE''SHEETS 9 & 10) COMBINED IN ANV WAY TO SUR ANY E` " :. r t". Wwr.. Arms n ve rrm- <�INSTALLAD IN ryNATO (G / N« (al) nr_,Aa I. fw•1 en-, - C. ,)6"-7H4s. 1AX- twsA"_`E`e7 20-175 2 FOR NEW W000 FRANC CONSIRUC'.ION.- W000 y ...... (Y 1- °LINE. rL S33M 2D-175 'INIIIIIIIIIH,41 .,,,,,, , _ _rKEa, l FLJ `I. • '� / ./7jr'LL' r9'•h ''•.... N 15 �/ _ o,....,... p,,, R, MEMEiERS 7U SE SOUTHERN PINE No 2. W/ SPECIFIC S/v�`�^�'�- -E(�N-�`AI*IL-1-�wI IT I=rrn-r"�1N A'al (ss.»eP-tw. r,I In,Ne9-etAl Tu�'n`rm' r.• It.I ,n 1'rIT1E- (wsa ts,s. Fu(A6•ke.-etAt 20 175
<br />EENrINtReI ./9XAMTWKfOATE G-0a0e719 _ DENSITY DF D.55 OR EDDAI. ilot I INel'9il`i[ G-wTe1,A - °A"O'E NO A[ a-Mw?w °µ"NO NO
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<br />SHEET NO.
<br />SH 1.3.
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