|
}?
<br />1 [DOE GK ASSf TYP.
<br />awa L-pEYAM A so
<br />CORE
<br />CORE
<br />--------.•-----•
<br />tm. STOWPANEL 1 ■0. - OLTAL A-
<br />►AINGS GALL BE OMTALLED NAM
<br />MM LEFT 10 GOR w/ 1/r LOG
<br />AT OID AT LEFT WE OF FARM
<br />III, AMID. IS aD Lr
<br />W/NVAI D NOL Mom,
<br />-2260' VMDET
<br />IRDUWM OORNER • ENDS OF POWs
<br />ETD LIP W/ HEMMED EDGE.
<br />2SOD' DLT.$)
<br />3.1w ' '• TII .750•
<br />A7r �')
<br />2 tI •
<br />I .06,•
<br />MAXIMUM AS&(•f2t�
<br />MID
<br />ro
<br />amAM
<br />46Ra -15.3
<br />TO. OR LESS
<br />2 6/tr
<br />10LTFD .
<br />,•. 1'. r. ,Y.
<br />2•M A, VW
<br />4M.0. -7A3
<br />7r OR LESS
<br />2 71ir
<br />BONED •
<br />4• t 410
<br />PB WC SS&MLi i WNWIHT AT WRAP k 4Q OF PANELI2XQN1
<br />YA2BNR/
<br />MINIMUM MORTIS OVA= MR L R . 3 1/r ••
<br />A/MNPARL 10
<br />ANY COMING-
<br />a It"
<br />LAA'N MN''l• DA)
<br />/.SUICK
<br />IYPQM
<br />1H>AK-IN
<br />1 FWWAwt POW a
<br />PAH6MAR FLLe
<br />TO COER NG
<br />TO COIOCM
<br />NAM
<br />m CCOOER
<br />mum
<br />W OGI[AOE
<br />6t0, -75.]
<br />IY
<br />N/A
<br />19,
<br />N/A
<br />,2•
<br />N/A
<br />Ir
<br />N/A
<br />1' it 2' (TOP)
<br />70' OR LESS
<br />11'
<br />3'4`
<br />t0'
<br />Y
<br />5'
<br />4•
<br />5'
<br />4•
<br />1• )
<br />IY
<br />3•
<br />TY
<br />r
<br />1•
<br />r
<br />or
<br />r
<br />' "')
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 t/2'
<br />11•
<br />r (BDMTOY)
<br />7'
<br />N/A
<br />a ,/2'
<br />WA
<br />1/Y
<br />N/A
<br />4 1/2•
<br />N/A
<br />J• (TOP)
<br />12•
<br />N/A
<br />12"
<br />N/A
<br />9 I/Y
<br />N/A
<br />9 1/2•
<br />NIA
<br />Y (samm)
<br />,2•
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />Ir
<br />N/A
<br />4• (TOP)
<br />12'
<br />r
<br />it
<br />9 1/2' 1
<br />/Y
<br />11•
<br />120
<br />tt•
<br />4' (80710AW)
<br />i Loran 70 MO ow. A. OEMW PIESAH6E M INS.
<br />62Q RS1T 1S FOR AMMO TYPE k S/VOIG MR 9AOALAMS NO WOOD
<br />PWA 61EODe.
<br />MAW MOM SPACINGS AO MINIMUM EDGE MVOU M INDIGM ON Ms
<br />=ANAL FOR EA int TRAY NG[IG® ON MM" mm "No 9RKWIB
<br />N MUUft"m WUWOlO NONE ON 3CHEDUE w THE IOLown N=w FOR
<br />Ile RADIATION 10 SE POSSIBLE, RIOIfJED !PACK COMM USING NACRIN OW
<br />MIX K LESS THAN MIAWNF 9PAOq WO MM fOR EACH ANCHOR TM AT
<br />ANCHOR; UDOM
<br />A MO iW1
<br />,/41
<br />1/4'.1
<br />4'0
<br />1/4-0
<br />wIOO
<br />OMi
<br />HM [ONE NAINw
<br />7
<br />i
<br />3
<br />2 1/2
<br />MMAWIN Otw,NNA 00
<br />,r4+Nr.1 fNltrW. Ww N
<br />3-
<br />3
<br />3
<br />3
<br />3
<br />3 1/2
<br />3 1A
<br />4
<br />3■Ga CA
<br />E6ROI1
<br />r
<br />Im
<br />-
<br />tm
<br />el
<br />31
<br />Im
<br />im
<br />+ REAIIHIIE9 wA DISTANCE BETWEEN 1DTTOM OF PANEL
<br />me ® TO Be 11r Ilpr.
<br />L
<br />I
<br />}} Nf01A6 Y4L ONIAIIOE 6EIWQ11 BOTTOM OF CND. ;
<br />AND ® 10 at 3/Ir
<br />MIA
<br />COMPONENTS FOR REGULAR LEE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCAM 1/2-1)
<br />Ialir (MAL Wlm
<br />Ii600' (EFFEcnIE-...r------'--^�j ?�-}•L�/ji9¢J''�� , 4•W20s'ED
<br />C•'--- --RMO
<br />6 1/40 (TYPJ- N i ! T 11 I .37 • .1'D• � • 6 1/4.
<br />.186• f0' DRAY IN MOOMM
<br />AHr
<br />N
<br />VVPJ
<br />O ■N' MEAGER 0 -F- TRAM O4 ANGLE WiTN STIR)
<br />PANEL pKW9M2EDm
<br />.37r 0
<br />.1]3• 0.'n0•
<br />(- Lem o 3fa o no•6
<br />,or iAss me7N•
<br />MNn OR �)
<br />.13E
<br />f - M. A r .dZS }ffi•
<br />TP. OF
<br />MenAli/ONL..
<br />OKEY HOLE WASFB7t -IDaE
<br />3106-H154 ALUM. ALLOY © KEY NOLE AT PANEL--I.780•.-
<br />str Gam $NEU 6 FOR AOGIONK
<br />IRNRAIOUS W ULM Um" e 1 r.
<br />I2S' j OKY WI
<br />ID fCOl fMNN LGL01e MO
<br />SLEEK.
<br />1.260' s7$• O �W r(M.) L.Mr-' I WOOD RKtO7tRMEs.
<br />L-.1l3' Opp• AIOr A a
<br />tASOY O
<br />75
<br />i ! 0• � ! REV. "Ile WADER � ' MEIOER
<br />t• MIN.TO5• W,.
<br />® M�EEVE 1' VAX.
<br />e
<br />4. - �3A00• I-. ALLOY
<br />,.125• .860-
<br />''071•
<br />:Mr '�, ® INN. •
<br />'■e• It20t� o6r
<br />.- 7YP.) sa samm - . Mira
<br />® MR D-M 'Fa ®4 BUILD -OUT MF' TRACK ®« '�
<br />TRAQ( ANGLE (ZAWC 3 ALLOY)
<br />ON MEET
<br />of-
<br />t•>f :.x ) .i•.I.1 .11 .
<br />Y• Me .
<br />PANEL LiNOTN
<br />(SEE SCHEDULE
<br />ON MEET 3)
<br />I
<br />I
<br />O' WALL OR SIII
<br />CONDITION)
<br />9 THROUGH 10)
<br />9 THROUGH 10)
<br />I4N 1III, 1 .7 1;,11 .I•
<br />---2.000•
<br />®AN=11 'J" TRACK 1® PANEL HAMU
<br />l��Ep a tE(�r U Ix NA11DE1
<br />`vGESY2
<br />N4p ONLY FOR
<br />063-TO AUN ALLOY
<br />CONCRETE
<br />THROUGHLOCATION
<br />WILL, ON
<br />10)
<br />E NATE UD
<br />t• NW ,rWN, t•e
<br />VAIN TN TARO O
<br />K o:se rANMU
<br />.r
<br />tAMAMK6 �
<br />GLASS. 1 / e's-3WI
<br />ONmax
<br />imLA__Ilp�
<br />B�IN'NCO' YY) PANEL LIEN
<br />1
<br />T OWN SHEET
<br />rE ANCHORS
<br />tEOIA1HRDM»
<br />. GH
<br />Mtn.
<br />70 QVISS.
<br />(SEE SCHEDULE
<br />ON MEET 3)
<br />(Sm SON
<br />CHEDULE
<br />00EOR9 - N
<br />SEER 9 TROIRN 10 2 I/r LONG MAX. NAM"
<br />II vV sMOGB e 6 1 4• o.0 WILD FOR
<br />Dorm Olt CONCPOUREDEDRETE CCO i WOW PER R a� PANEL
<br />IEOLMED. 1• MAX LONG ALUMINUM SPACERS •
<br />t2 1/r O.C. (ffi TALE 11 ON
<br />on, 9 t 10.)
<br />SCALE 3/B-1
<br />'
<br />*CUM
<br />%�Z
<br />44167 _
<br />At
<br />ST
<br />Ay *
<br />:(DRiD1 : ' f in
<br />•iL6
<br />';O •••• `
<br />6I0'M'�°1L i0
<br />ILam
<br />OIEs
<br />x4 GAGE CALYAIQW STEEL STORY ►ANIM
<br />rI.
<br />ft
<br />P PRODUCTS, �EC
<br />T
<br />4R06Awm FL 3w20-175
<br />NNC GN)iLW-7w FAI BNw+>•f
<br />N: I WRNZC=a•Mi-wt
<br />CA-OGN712
<br />WK1Q A RUr Y. /L
<br />MAMNO Ra
<br />311ED1 0 N N
<br />r r
<br />r
<br />INSTALLATION DETAILS FOR SERIES 2000 A 1000 E-Z HANG STORK PANE n
<br />INTO EXISTING WOOD STRUCTURES
<br />1/4-9 IAG SMAS • r O.C. W/
<br />t 1 ANTI. i1MNpwfR mN
<br />4'0 L40 SCAM • r O.C. W/ t0 fAOD W00D HLIOM j(��pMp, 2w Now
<br />1/2 1•'L n3wA•m PEtIE1tRWaN HIAMUIOR ACQUIRED ON EDGE 1/fv tA0 aQlWS • r O.G. W/
<br />DNtMA Aa00 NFAOE7t. /r YA THRUM P D*I%A%GN
<br />j� A C.14. p.1• SACS ro ]OWING WD O HEADER.
<br />-L �' G F1t0O ® •GOD HW ® 6 C4tA NYt� t 0.4 �
<br />�I _// PO LAG Sm" • r O.C. W/ 4 Oa. /T41r S"
<br />IORO[7AL 1/24 k Mwb U ,Y/•7' 1/3Y W'F BIIe IOOp MF/AER 1 6 4 EO 0:
<br />IA
<br />O EYBw& IT.) � L (PIE OECOK 1/24 k
<br />lum
<br />11r Ah pop MATT DarrrA no or
<br />mmlA7
<br />/ 4 G■'LIMm 6crAA 2r24 k�
<br />^ cW-H t
<br />S t Woro HONXER Rca[m v
<br />2�W t 4Y-TO l/4• i/4.1- P
<br />2 I it NI / 7
<br />>To GLASS. MA w/7N'MS/32" WEWOF t� 1 2 T�
<br />wI
<br />EVERY ORRUIP
<br />NYf f/4Y- 4• .. t0 aim �1//4rA�w 4•
<br />2 6 tr IL t �� EV04 jDM
<br />TO OIAts. � EYFM OIEt•N � ! O104Y OYRRAP
<br />IN
<br />E■1 � K
<br />d i-. S t1i
<br />iT���Pull
<br />••I� -j b
<br />' NOTE IBA RI0T0 T A"MONW ,711I']� O.G T
<br />1/1y NMI. IUVAODr aC W • ER. (2D g w/ $ �$ I• 4`
<br />( p PM AT IE11Kt OR WOOD MAR QAIAND `"� -M1F R t WOE to 6OA�
<br />MIOL MHOLMR PLANS W FLAT 011 ON EDGE ' FLOE IA 9EO,O 6 ///41r-�.3/s YS. W/ 7i0•F+3/32•
<br />S 10"�00 PLI[iM710N • 12 • ypL Me NUTS 1Y aC.
<br />YM p} 2VH• I/i%2''MMIISO"1XOFNADE r aPENRn M/ w (2 t]' I�Bn 71REA0lD• rPEN pAfl/OM
<br />WALL I=WMOOTD m �,Tg tT(yEt K E • MOWCM OFON
<br />no Got OK
<br />SCALE MADEFLAT
<br />ALTERNATIVE 1 'W
<br />swE t/4•-i
<br />Mks fL�4[Lawl
<br />TD C M!?JtlQlll�
<br />I. ISIALATW9 AK ONLY W AJD FOR BUILDINGS WITH A&D. DE9ION tptD3 eLt SCALE 1/4-.
<br />4 BI
<br />UP TO Hwa. -75.3 PA AND WNAL•S UN M UP 10 5'-Ir. $ ��TT
<br />2. FOR NEW WOOD FRAYS 001A11WIC1ORE WOOD MEINERS TO SE SOUTHERN 8 y,LV•..' i... . SG1lE i/4•.1•
<br />PINE N4, 2. W/ M•ErnG LRNMTN tW oae OR MONTHS �Y•;••v4•. ✓�
<br />FLORIDA IUN,DR10 CODE h V NurYiwno ZOM
<br />No. WON nt6oa we TO GAGE GALVANIZED STEER STONY PANEL F.P.
<br />3EE AID NDS AIREMeH1Y FON ar a•A rt EDP AT * ~ WA
<br />rum:
<br />FAtE1 COTOHEDTWM to TRIaLa HW ON AT saw ON STA OFGLOBAL a/MVKI
<br />tom : 200o OMN 7YF[ ON WGr
<br />$ '•.Flo 0*.V.` IL. ECOINe. PROTECTION
<br />PRODUCTS. LLC 1NL
<br />ION k 6OTTOY MOUNT$= CAN R COM I IRO IN ANY �sS�pN "EP6 / AA 3IA ., r I.�I wM wl Nat[: LN.XIO-7sM nSE' CMMMI-M 20-176
<br />WAN 70 UP ANY INSTALLATION. WOALEX 1 C . 1• A tl.. � WA -RAM _ ti 1 NO m- WVWNN tln
<br />NNE : SH m TRAM 5 .; $,*H" FOR CLAIM ►'C' A t/X F r ONNN a a M
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L--" (ft.) D
<br />MOGIUM ASS.
<br />RE RATINGDow
<br />Ow.) (+IA
<br />CONCRE,E t W-
<br />KFAUATON= 1
<br />-
<br />Sao
<br />Ir-o'
<br />2A0
<br />Fr=o•
<br />AID
<br />t1=e'
<br />ro-e•
<br />J"
<br />Xr-to,
<br />fol-W
<br />40L0
<br />ro-1•
<br />Y-4•
<br />lagI•-e•
<br />r-r
<br />aa0
<br />I-t•
<br />Ir
<br />SAO
<br />r-r
<br />s•-r
<br />ao
<br />ra'
<br />r-r
<br />0"
<br />e'-w
<br />Y-4•
<br />7"
<br />r-r
<br />r-0•
<br />aao
<br />r-a•
<br />r-1o•
<br />Sao
<br />r-:•
<br />r-r
<br />611L0
<br />Nlaa
<br />a=[•
<br />r-r
<br />Sao
<br />rw
<br />r-o'
<br />tvao
<br />4r
<br />/0190
<br />r-3'
<br />r-9'
<br />ItoA
<br />-
<br />81-71
<br />r t3A
<br />-
<br />S'-1•
<br />rw.e
<br />s•-s•
<br />.MNm [ ftNW nl AT EACH
<br />no WRM IRA= M _ a)- n i n g D.M.. 20. 30.
<br />ONKCT Ydimm AT E(� EYd•E 0
<br />MAXIMUM
<br />PANEL LENGTH
<br />"L+" OR "L-' (ff.) 0
<br />MAIORIN A.S.D.
<br />PRE M79D
<br />CONCRETE k WOOD
<br />INSTALLATIONS t
<br />raa
<br />Ir-s'
<br />fr-.r
<br />s"
<br />rr-Xr
<br />rl=r
<br />ilia
<br />11•-e•
<br />tNr-r
<br />J10
<br />far-rr
<br />91-0•
<br />4"
<br />e=e'
<br />01-21
<br />410
<br />J-7•
<br />a=a•
<br />eao
<br />r-r
<br />a _,•
<br />SLO
<br />r-r,
<br />Ta'
<br />IGO
<br />r-0•
<br />r-s•
<br />Sao
<br />7•-I•
<br />r-r
<br />)oe
<br />ram•
<br />r-tr•
<br />aso
<br />r-r•
<br />6=d'
<br />Sao
<br />r-0•
<br />e1-5'
<br />SLIT
<br />a-0•
<br />01-31
<br />90.0
<br />r-1
<br />61-1•
<br />Pao
<br />r-T
<br />e1-f0•
<br />tNM10
<br />r-J'
<br />a•-r
<br />1010
<br />Free
<br />11S.0
<br />ItRe
<br />4'-e•
<br />LMRN SEPNNTION TO CMS SCHEDULE33
<br />PANEL H
<br />(3i)
<br />WEND TREED
<br />< 170 fto h
<br />ow SPEED
<br />170 > ttt4l.11
<br />IIIlIE71IMIlED
<br />RMHLOED
<br />UmmarrA iD
<br />RESIRRNIED
<br />30 OR IE3s
<br />r
<br />r
<br />6 1/4-
<br />>33 TO 0o
<br />,•
<br />1'
<br />7 1/x•
<br />7 1/.-
<br />>90 TO I'm
<br />t'
<br />1'
<br />7 1/r
<br />7 1/2•
<br />10P
<br />DOWJT
<br />MOM
<br />.I.
<br />MEAGER
<br />.U.
<br />HEADER
<br />'sS IA •
<br />ANGLE
<br />Y
<br />TMCKBOTTOM
<br />AO�'2
<br />Y'MIX
<br />w
<br />-
<br />DIRECT HOUR
<br />1.
<br />32'
<br />sr
<br />>d'
<br />w
<br />w
<br />1.
<br />4
<br />1.51t1A• sm ARGUE
<br />31
<br />32
<br />J2•
<br />M'
<br />4r
<br />sr
<br />3r
<br />i
<br />v TRWC
<br />55'
<br />Jr
<br />3r
<br />1.
<br />Sr
<br />w•
<br />m'
<br />1ARMw
<br />3r
<br />3r
<br />38'
<br />w
<br />56•
<br />66•
<br />i
<br />eo'
<br />m-
<br />I 3r
<br />I 3r
<br />er
<br />w
<br />66'
<br />D.Y.. 3�.
<br />® OF
<br />2/4 1 /4, 3/4. 4/5, 5/5 t 6/5
<br />1w/6. 2W/6, 3w/7 h 4W/7
<br />MAX MCC(m soma
<br />ONr MAX
<br />mat. -7- SHEETS 9. 10 t,1) 1. Not.-6 o e
<br />TIED PNYYiS W/ 40-20A1'
<br />M (SEM SECT IONS AS IS f11. OVfl'61IP
<br />__LI_ll__11_I J9'
<br /><3' MAX
<br />I�Y1�I Mw. �4 1/4. 3/4. 4/5, 5 5 t 6/51• MN.
<br />1w/6, 2W/5, swi t 4wrr
<br />(SEE SCHEDULE W SHM & 10 1
<br />REGULAR STORM PANEL M ELEVATION ,/4 Ma GAP
<br />2A17• N.T.S.
<br />Gel OLOw -1 mm W61EY)
<br />t/4'
<br />MAX. GAPn SECTION A -A i
<br />�J N.TS
<br />IIOIO
<br />(1) L+: X ALL WLLARAOE PARIS.M LEARN FOR A WEN POSIT& ASA OE8 LOAD
<br />IDAD.
<br />1--: MAK AtM,MBIE MILL IBNIN 1011 A WEN MINICAR AS.D. OEM IDAD.
<br />WON A PONITIE AEA. 0010N LOAD. OETBWEE wo" "M LOOM 1+• ff" SCIHEDLLL
<br />GInDN A NEG7IYE AP DEMON LOAD. O mrwm IIAIOMWW rsm u m l-• FROM !GENRE
<br />FINAL IfA19111N ALIDIMRL NOEL IDgIN a OOIDAL a TIC
<br />NNE" IEmwm FMm. ISM
<br />K70EEM %4• AND %-•.
<br />(3) SEE SCHEDULE 6 , FOR RN. PANEL WON FOR PWAW OMUICOgM.
<br />r 08VUAWO TO WOOD AA LIMBED TO t: 05 PAT MAX ALSA DESIGN PRE'BIVIE RAVING
<br />* 1 .44167
<br />°'0g0 T'L"`° M`
<br />24 EUOE GALVANW STEEL STORY PANEL
<br />ORION aft
<br />V•. OF
<br />O•'••'' F^ ', L
<br />B)••. NA.-•••b' /
<br />1
<br />GLOBALPROTECT" PRODUCTS.
<br />41 N 6An0 t
<br />NNMR, (R4)SF,w NWM aN)PN-RN
<br />oa
<br />AMIH.RWOM AAt�
<br />Nte-,(AOMMW.�,aw.,-tNt
<br />71�- •r•
<br />20-175
<br />WIMA We
<br />WANT 3 W U
<br />INSTALLATION DETAILS FOR REGULAR PANEL(
<br />INTO WOOD STRUCTURES
<br />SEPARATION 1 1
<br />OW ANCHORS TO GLASS.
<br />- SCHEDULE
<br />sG1lEOLAE ON 7/41N-2IA•(Sm X
<br />- MEET 11) }};O NOO WM7s 1 W BEET 3) 1 p O
<br />i 1 N•aN oAW s� I
<br />IV MWIL
<br />/I
<br />WOOD
<br />,Eo f `, 2 WOOD ANC ORS , i O4L 1 SCHEOULIE
<br />011R'�ED"
<br />/4' MiELr 119cH�DLAE D" I
<br />'� wx ,
<br />1 SPACER OFMAXc
<br />1 I toGTH
<br />REOIRIED r I [0 '
<br />�• 1 I i@X. _,. MALONG KUe1W SPACERS • 12 1/r
<br />�7O.0 699E TRIM Ft ON
<br />j VIA. 1 1 SEE NOTE •' SELOW FOR UMITA ONS FOR
<br />I uzil ; IV MAIL = , 1 t/r LONG SUMVES.
<br />_ Rw. LENGTH
<br />GLASS.PANEL LENGTH 1 1
<br />11 ON 1 ON l-- _�, �_ OSCHEDULE (SEE SCHEDULE WN SHEET 3) PAMEL WTE FEMALE O LM PNk1 MATE
<br />PLUS (SEE 9CEOUE OI SHEET 11)
<br />V4y„2y1• F... ...-..-J�``
<br />3.s SOtli_ -1 �.
<br />i ; W. ; __
<br />1 1 H6,K aIO -39 ro SSE.
<br />1
<br />tRD�S 1 PLATE REOURIED
<br />GLASS 1
<br />,! W MEET 3) 1 W�
<br />DOTECT YGUNT SPACER ibA
<br />n!
<br />* 1 ALTERNATIVE 21r
<br />i
<br />1 SCALE 3/1-1-
<br />t
<br />5�1t I 10 72 1/2' D.C.' SEE MAtN. A OEM LOADS FOR TM NWALMTHON.
<br />OF R i ED
<br />i ;
<br />X
<br />MAX.
<br />'
<br />E6
<br />t 1 • ix I/2• D.C.
<br />W
<br />WOOD AMC =
<br />1 + STAGGERED W/ STUD 6MG01 M ww 6E 1 1/2• te,A P.
<br />!� ON
<br />1 M:EM USCG,"
<br />(1)NIWLAHN 6 Lam 10 A GAS OWR K%DM Wa" Ur-r
<br />•� L"' �
<br />Put• WOOD #YOII: , MW YEAR NOW 7HBBMP ERN LS A RORNmY FROM IR
<br />PLATE RL1tURE _. ; `# 6uI6e MEN[ MwDILr kLIDGW ON ow T7}
<br />AfrAORs
<br />` _
<br />/ STUD 1. IWL TO aLn6® .M. Y1CGO bcmm am wo
<br />4rl i j- TE tEOURED rN4 MIME FLLIO fNYA 9E MLO®M YYE FOtal
<br />69LE 9CEOkXE ON Im0110 �niWlNE
<br />MHEn CORM TIRE HR9NHMN w FARM 12 7/r as won AJD� LN
<br />7 7)
<br />TBDA
<br />1
<br />M wome
<br />was 'B N0 '-46 Pates'. K (3) YYL 24 &t FI6 LMM w MM 10 w 1W AN GOWN
<br />`. W M2LI,RIO )WIN FAQ ROOM e / m2 ALt& mm LARGER #"a UNION ALONED a
<br />(4) I
<br />y�Fp�MLL 'GIRO tN
<br />L'�iBI6LJ'pON LWt�/}I' WaINn M IRA
<br />YOIINTING is) 9701W RIB, KB{L�WgN • pa
<br />MO Al OwHK WOCO FIMIE BFNL• 9FJCE s/r-r
<br />•' IMA7L 1 W WO MN MO mm ,. 9 AO 3 AS W'B9® N ANY
<br />I �M9 A6 TE 7M0 (f� OIIg1I LW M Room
<br />SCALE 3/8-1• La N) IOGItiMP11N0 COLT I= we E- � am
<br />2COO t, ! • 3 PER AM E
<br />76W6 aL
<br />OL:.T�l/r
<br />�ER
<br />MIL: `vCEN ••;'�
<br />In�3
<br />FLORA /U)LDING CODE h Wlos IwrrloeRW 2•De
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. .LIEF Wusa OTC. r...NOTE FOR COMBINATION OF sEt TloNs:
<br />1B7 24 GAGE GALVANIZED STEEL STORY PANEL
<br />DESIGN PRESSURE RATING(PA.f) AND PANEL LENGTHS * UNIDO
<br />*q: *
<br />_-
<br />INGS TOP & BOTTOM MOUNITCAN BE As PER SCHEDULES ON SHEET 3 (EXCEPT FOR
<br />COMBINED IN ANY WAY TO surr ANY ALTERNATE 21Y•) y: ATE 1 0 ills.GLOBAL PROTECTION PRDDIICT$A I.I.C. p a m
<br />INSTALLATION. • �O �
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ... NG.'t4► AM a r a. WNr •trWr, A FIL Sam
<br />TO PINE SPECIFIC S% ••••••••• wW Alan DN)N►-fNa AVI BNlw6-no 20-175
<br />�0IN4NI-Me
<br />MEMBERS W SOUTHERN No 2. W/
<br />DENSITY OF CM OR EQUAL WIPAe Ne
<br />CI,X.
<br />FL IPQI • a HI
<br />um
<br />. w� ,elmem. y r►
<br />(C) rGfM,hciv/e ,IIOoo (NN. SPEC['1C CrMD]'. C . 036 NN�t:
<br />/. SiYPMELWt[UrMi
<br />DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE N AC(H7AllYME
<br />_ t/4.0 INICON ANCHORS. M MANUFACTURED BY LT.w. BIIXDEX. tlNC
<br />WITH THE 2020 (7111 EDITION) OF THE PLOOIDA BIRLDW6 COOS. THIS STORM PIED. MAIL NOT BE NSIALIED AT HGI
<br />- 014-10 PAIEIA IGE FEMALE D AND PMIELA60E PLUS ANCHOR$, AS NANUFACTURED BY EICO CddIRlI000N PRODUCTS.
<br />VE1DCn HURRICANE ZONES (RIDS -ODE / BRO6VD COUNTIES)•
<br />- 1/4'0 LIDO SCREWS PER N.OA
<br />DESIGN WIND L0A06 SWILL BE OETERMAED AS PER SECTION IM OF THE MOVE MENTIONED CODE. FOR A BASIC WIND-
<br />7/16Y , S/W WOOD BIIM0N6. AS OISTGBVTID BY ALL PONE 91H1E1N, BOT k SPECIALTY CO.
<br />SPEED M REgN1ED BY THE AARWICTON WHERE STOW PANEL WILL BE INSTALLED. AM FOR A OIEC,IDNWIY FACTOR
<br />CD-O.W, USING ASCE 7-16 AND SWILL NO EXCEED THE MAMMA (ASS.) DESIGN Pwmm INTNOS NDIMED ON SLEETS
<br />Cl) MINIMUM THREADED PID911WITION INTO WOW OF TAPCON ANCHORS MOLL SE t 1/2• AND r FOR ELCO PNIELMTE PLUS
<br />3. 9 TMNU 12 k 17. 1t
<br />AND PAFEUMLE FI IMUE D.
<br />N ORDER ro VOW THE MOVE CONOINICK UIRAME OEM WIND LOADS DETERMINED PER ASCE 7-14 Mau SE FM
<br />REDUCED TO A.S.O. DESIGN PRESSURE RATING BY MULTIPLYIMG THEY BY 0.6 N ORDER M COYPME THESE W/ MAX (ASAIJ
<br />C.2) McR6N TINEAOFA PENETRATION OF LAC SCREW. INTO THE WOW FRAME CND 94ALL BE 1 1/2•. NO TMEAOED
<br />DESIGN PRESSURE RATINGS INDIOARD ON SHEET 3. 9 TRU 12 t 17, IS.
<br />PENETRATION INTO ST0000 SHA L SE CONSIDERED M PANT OF THE REgRRED TOM= PENETRATION.
<br />N ORDER 70 VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED 1FERC NOT OVER STRESSED. A 331E NCRIAM IN ALLOWABLE
<br />STREW FOR 1ND LOOS WASS= USED INTHEN ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN
<br />C.3) MINIMUM EDGE OWAPICE OF LAC SCEW& INTO WOOD SHALL SE M NINIATED N THa ORM04
<br />AdIORDANSE WIN N.O.S. 2016.
<br />MORN PALMS MEGUALY FOR IMPACT AND WIMD ASSISTANCE HAS BEEN VEp6ED IN ACCORDANCE WITH SECT1609.12 OF
<br />CA) MINI NM PENETRATION OF WOOD BUS6NN0 MULL BE 61r 1/4. 0-20 SCREWS USED SMLL BE , 1/r LONG MRIMIM
<br />THE ABOVE MENTIONED CODE M PER NORMAN TEST UU Or SOUTH FLORIDA, REPORTS 00814.01-01 AGO /0219.02-00, M
<br />SHOULD STUCCO DUST, AND 1" MINIMUM FOR WALLS WAN NO STU=
<br />PER SSro 12-99 t AWN E 330-02 VNICARDS, AM AIERICAN TESTING LAB SOUTH FLORIDA REPORT P112a01-10 M PER
<br />TAS-20t AND TM-20.1 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 160N Or THE
<br />C.5) IN CASE THAT PRECAST STOK OR N'fET*i1SP CONCRETE PANELS. SRI000 OR WOW IOANDS K FIORD ON THEE WING
<br />FLORIDA BIILDNG -
<br />WALL. ANCHORS SHALL BE LONG ENOUGH TOREACHTIE MAN 4TRICRRE BE)UND SUCH PANELS.
<br />ANCHORAGE SMALL BE M MENTIONED IN C.1). C.2) t CA)
<br />2. ALL ALUMINUM DMIUSIONS To ■ W63-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE MEET 2
<br />(D) ANCHORS SHALL TE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPOGSW10NS OF 7W MCHOWS M AKWACTU RFR.
<br />3. ALL ALUMINUM MEET PETAL USED AT CLOSURES SHALL HAVE 3106-Ht4 ALLOT.
<br />S. PANELS MAY ALSO BE INSTALLED MORM PALLY FOLLOWING INSTALLATION DETAILS SHOW" ON SECTION T 11 PIDUOR 6 (MEETS 4
<br />4. ALL STEEL SHEET METAL PANELS STILL RIIVi STRUCTURAL DUALITY SnM_ ASTM A-653 OGEE MA2@ 00 MINIMUM. G-60 DAIW
<br />THROUGH S) EXCEPT THAT NFi10EA5 '6�t(J/ SHALL NO! BC VIED.
<br />STEEL OES"TION W/FY- 92.2 W (ALTER ROLLED).
<br />9. IT MALL BE THE RCWO =LAY OF THE CCRRACIOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIM SUM OR CORROSION RESISTANT COMED CARBON STEEL M PER DINATTACHED
<br />ro INSURE PROPER ANCHORAGE. THIS SHRIER SFU1LL ONLY B[ ATTACHED ro CONCRETE, SLOG( 00WOOD FRAME
<br />SULDINGS
<br />50018 W/ 50 M4i HELD SIRE GT1 AND 90 Hai W43U STRENGTH AND SHALL COMPLY W/ FLORIDA BIALDMG CODE SECTION
<br />241 t.3.JA
<br />10. EACH REGULAR STORM PANEL ■BIN LENGTHS OVER 90. A5 PER SECTIONS 1. 2. 4. 5. 6 AND ALTERNATIVES 1W. 30 k 4W ON
<br />S. BOLTS TO K AStIV A-307 GALVANIZED STEEL. OR AS 304 SERIES STAINLESS STEEL. WITH 36 ti MINIMUM YIELD SRENGTH.
<br />SHEETS 4. 5. 6 4, 7 RESPECTNELY. SHALL HAVE A LE'CINE AND READILY VISIBLE NAINIG INSTRUCTING OWNER OR TOW TO
<br />SECURE PANELS WITH APMICASLE RFB[ORCEMERT DUNG PERIODS OF HURRICANE ANIONIC
<br />7. ANCHORS TO WALL SHALL BE M FOLLOW'
<br />1t. THE INSTALLATION CONIRACIOR IS TO SE44T U ALL SHUTTER COMPO M EDGES WHCH MUM IN CONTINUOUS CONTACT WITH
<br />NNE WaAft TO PIIEVOLT AND~ INTRUSION,
<br />w to DIM POLM4_n CONCRETE:
<br />- 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. OULDEX. INC. (Min, F-3192 P+LJ
<br />12. STORM ►IEL INSIMIATION MANIA COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILOM AND ZONING REGULATIONS
<br />- 1/19 0 , 7/r CAUXC-N ANCHORS, AS MVMUFACIURED BY DEIIALi NC.
<br />PRONDED BY THE A1R13CCIgN %mm "", Is APPLIED M
<br />- 1/4.0 • 3/4• SOIL-Wr ANCHORS, M DWIMPEO BY ALL POT SCREW, BOLT A SPECIALTY CO.
<br />(MN. rA-3000 "i-)
<br />I& (a) THIS PRODUCT EWIUMG ON DOCUMENT (P.EAJ PREPARED B/ THIS ENGINEER! IS COOK AND DOES NOT PROVIDE INFORMATION
<br />MH
<br />- ft4-f0 PANEUWE FEMALE D • PAMEUMTE PLUS CIORL M MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS,
<br />FOt A SITE SPECIFIC PROJECT L0. INHERE THE SITE CtMNDRIOI/S OEYNI! FROM THE P.EA.
<br />- 1/4.0 ZAAMC NASA ANCHORS. M MAHIFACTUM BY GONALT. INC.
<br />(b) CONTRACTOR TO BE RE90MKE FOR ME SELEC NK PURCHASE NO NSUW,ATON INCLUDING UFE SAM OF TIES PRODUCT
<br />At) MINIMUM EMBEDMENT OF TMOON ANCHORS INTO PONIED CONCRETE SHALL 8E 1 J/4: 2' FOR F1C0 PANEUMM1TE ANDBASED
<br />ON THIS P.C.D. PWOVIOED NEjSE DOES NOI OEVNIE FROM THE CONDITIONS OETAAED ON THIS DOCUMENT.
<br />CONSTRUCTIONSAFETY AT SITE S 71E CONfNACfOIt's RESPONSIBILITY.
<br />1 3/4- FOR ZAVAC WAN ANCHORS.
<br />W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED SCALD W MODIFIED.
<br />A2) CALK -IA t sOD-SEA ANCORS SHALL SE EMBEDDED 7/a' TO THE POURED CONCRETE. NO DREOMIEW INTO
<br />STUCCO SMALL BE PERMITTED. I/4' 0-20 SCREWS USED SHALL SE 1 1/2• LONG MINIMUM SHOULD STUCCO EXIST.
<br />(0) RARE SPECIFIC PROJECTS SHALL SE PRE BY A FLORIDA REGISTERED ENGINEER OR ARCHIIECt WNCH WILL BECOME THE
<br />AND 1' NNIMUW FOR WALLS WITH NO STUCCO. AND MAY SE HFAOEO SCREWS OR ALL THREADED SCREWS W/O HEAD.
<br />ENCIN6ER OF RECORD (E.OR} FOR THE PROJECT AND WHO WILL BE IESPO79SEE FOR THE
<br />BUT wrf" WIG NUTS.
<br />PROPER USE OF' THE PEA. bOMMq OF RELOAD. ACTING As A DELEGATED ENGINEER TO THE
<br />P.E.D. ENGINEER. SWILL SON TO iHI3 LATTER THE Rif SPECWIO DRAWINGS FOR 11EVEYl.
<br />A3) INCASE THAT PRECAST SONS, PRECAST CNLC HEM PANELS. PAVERS, STUCCO OR WOOD SOMDS BE FOUND ON TNIE
<br />EXISTING WALL O PLOOH. ANCHORS 94AU SE LONG ENOUGH TO REACH ME MAIN SOIUCTIRE BEHIND RICH PANELS.
<br />W THIS PLO. SHALL WAR THE GAR AND ORIGINAL SEAL AND SONATURE OF THE PROFESSIONAL
<br />ANCHORAGE SAIL BE AS MENTIONED IN AI) AND N 02),
<br />ENGINEER OF RElIOID 71Mi P'ITEPIWfO IT.
<br />rANrRETE eTC (B) ro 1RLSIINO Drx WALL ASHY -9h
<br />14. SHUTTER MANUFACT RER•S LABEL SWILL DE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- ,/4. 0 TAP'CNC ANCHORS M tAANUFACINRfO BY L T. W. BUS.OEX, INC.
<br />SHUTTER INWI ACCORDANCE N SECTION 1700.92 OF FLOMDA BUILDING CODE. ONE LAM
<br />SMALL FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />MALL BE PtFLORIDA
<br />- 1/4' 0 , 7/6' CAR-N ANCHORS. M MANABACRNED BY DEWAL7, INC.
<br />DING CODE.
<br />- 1/4.0 X 3/4' 90W-sEt ANd10N5• As 06IgRUTFD BY NL PORN IpEW. BOIr k sPELMLn CO.
<br />- #14-10 PAIELMATE FEMME O AND PAIELMATE PLUS ANCIMIS. M MANUFACTURED BY ELCO CONSTRICTION
<br />- 1/4' 0 ZMIAC HANK MOORS, M MANUFACTURED BY DEWM.T. INC.
<br />&I) MINIMUM EMBEDMENT OF UPCON ANCHORS. ELCO PANFSMATES AND ZAAMC NAR.N ANCHOR, INTO THE `vCEH
<br />•• T
<br />''•.; FLORIDA 6N U.GNO CODE Ron VN NYRIawe HIM
<br />BLOCK UNIT SHILL SE 1 1/4'.
<br />S.2) CALx-k SOLID -SET M04M MBE ALL EMBEDDEDEDDED 7/9" INTO UNIT. TO THE CONCRETE a= r. NO •J644
<br />N
<br />7
<br />'
<br />aM1°° "W0° RA
<br />24 GAGE GALVANIZED STEEL SM PANEL
<br />M
<br />STUCCO MILL BE PERMITTED. 1/4' 0-2D SCREWS USED SWILL SE 1 1/2• LONG MINIMUM SHOULD ow.*
<br />AND r IINIIUY FOR wau WNW No slucra. STATE
<br />1.
<br />IL�EC O INa.
<br />PROTECTION PRODUCES. Ur.
<br />0.3) N CAW THAT PRECAST =W_ OR PRECAST CONCRETE PANELS. STUCCO OR W000 BONGS BE q0R)
<br />EX51NG WWM.L ANCHORS SILL ■LONG ENOUGH ro REAtN THE MAN STRUCTURE BEWO MOH
<br />_�L"•�-� J.''.'�' _
<br />6\
<br />,a w.tM BKa
<br />46m AW. It TIRO
<br />INS P_ 3N14
<br />HMAL
<br />20-175
<br />/
<br />1
<br />ANCHORAGE MAALL SE AS MENTIONED N &I) AND N BSI). s/QN�L
<br />As+, AIN• Mt'IaA�A�_A. xI-MM
<br />ey,apm»I
<br />(N4)m►Tie• RVC ONrm+pO
<br />ORION; the
<br />NI
<br />Pt 7PK/■■NY36JAO[
<br />%we A Jr. OIL
<br />am 1 M II
<br />L • L • � _ • : : _ : �.L t1I
<br />L • • : 1 A • a ks, lei :41 •: •L :otI = • A -Pall
<br />/f
<br />(SEE SCHO
<br />1NOTH I ON MEET
<br />NEDULE
<br />CONCRETE
<br />(SEE sca
<br />SHEETS I'
<br />AITION
<br />AMONG_
<br />ON
<br />SHEEE7s 9 THROUGH 10)
<br />aFALE 3/ht
<br />L
<br />Tr1
<br />t• MCA
<br />PANEL LENGTH
<br />ONSCHEDULE
<br />SHEET 3)
<br />OF V
<br />M�
<br />f
<br />!
<br />aL: •. f
<br />CSFE SCHEDULE
<br />ON SHEET 33
<br />SEErs 9 THOUGH 10)
<br />ONLY WWNEW S"
<br />SET LM r/ MENARE USM
<br />•. Lllf�;• hiS y tS i.l
<br />•L•
<br />INSTALLATION DETAILS FOR REGULAR _PANEL_Q INTO WOOD
<br />ALTERNATE `EC
<br />SEA111fF01iIRYD°DS"°O
<br />ADEQUACY OF EDSTNO WOOD
<br />REGISTERED E OR
<br />ARCHOTCT PRIOR 70 SHUTTER
<br />ANCHORS ALTERNATE w'It I ` j ,• LAn..•-
<br />SCHEDULE ON (RAM saEDULE ON t M• Nd tNtNO tw
<br />MEET ,t) SRT ,1) WA6o, WIN 9MNM
<br />1/2• : afte aue MA W MIA,
<br />1/4•
<br />1
<br />MAX. WOOD
<br />TRGX REQUIRED 1 4v-aNrw emu
<br />OLASS-4 1 WOO) ANCHORS 2, , 1 • 6 1K oc
<br />t -, _ ■L •"•"� ._.(SEE SCHEDULE EiTM 3) 1 ,/4'I-Ion• 17 MAX.
<br />-.. N--1Sm soma
<br />1 _ .�w•0W PANEL LENGTH
<br />1-.._ u�wNpawi•Wy ( W MEET 3)
<br />IN INSIST 3) l 1 I
<br />' Mw
<br />or v
<br />1 1 ,
<br />,✓ . u ,/r oc I I
<br />1 - 1/r
<br />I POI I 1 -Ir2Nr
<br />No nmw#
<br />I
<br />WOURAM 214' WOOD 1
<br />woaD AILYHORb � SE WEOIAIED sEE SCIEWLE W
<br />(SEE SCEOA.E W T/4• SHUT
<br />-- I
<br />SHEET 11) EET 1i)
<br />,�2•
<br />SOLE 3/s.1- SOLE 3/6-1•
<br />1 NO. 44167 FLORIDA B KOM COIF NOR h NurtlaonW Zo1N
<br />NOTE FOR COMBINATION OF �?=rM]NS•
<br />1. OWALLAT04 ARE ONLY VALID FOR MAX. A.s.D.
<br />TOP t BOTTOM MOUNTINGS CAN BE DESIOti PRESSURE RATING (o.6.t7 AND PANEL IENGTFS q SM a .ONO nwoL NL: 24 GAGE GALVANIZED STEEL STOW PAIL aNNM W.DIED IN ANY WAY TO SLAT ANY AS PER SCHEOAES ON SHEET S 9'•
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD T/D/3N6
<br />MEMBERS TO BE SOUTHERN PINE No $ W/ SPECIFIC /OIYALE •I� EC:iNRe. PBO I�PBCDIIC7S. I.I.C.0WINE
<br />DENSITY 056 OR EQUALam Ila
<br />NININI11Nw ��`■' +�. ti. � �,7M14 Mtl1i: DNRM.1ML Fft aN)NN•NW mm
<br />•iO-175
<br />Pd 7wA/•wWYK/1wE G-00607HI
<br />A }. IL •ICI 7 O e
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