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<br />OHM 4 ` f
<br />WALL AND FLOOR
<br />MOUNTING
<br />INSTALLATION FOR
<br />ONINKIT loom
<br />INS 11OWN" ..a ra
<br />SPLIT PANELS
<br />x t •iti1K41�
<br />NaIHK'
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<br />]MIN llda aMsrn_I AIF
<br />A."..0
<br />iCAML 3�11s`
<br />NOTE: G+I ALSO K 2S1/413D N/0 11'ORY PAN" ON VP
<br />011 nwa° a70rtw°+o w% Tu`$it�P i 6o'0POlt 71IOTTOY a arD■G.
<br />oe.%
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<br />NNSTALLA= - ALUMAYM , W
<br />MCME. 1/4. - ,•
<br />MWL MULIGH
<br />SPAN (PQ •
<br />Ii11umm MF.
<br />IUM: NUU M -
<br />4 4'-r
<br />2'. r . I/2-
<br />> 4•-r To S'-r
<br />r . 4'. 1/8•
<br />> r-w TO 91-10'
<br />r . r . I/r,
<br />• C 1
<br />3r-,rror-r
<br />r. r.1/Y
<br />fuSTAI l � TIVE 211E
<br />11CAML Ile - 1'
<br />!l101Eit
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 P.s.H. AND PANEL'S LENGTH UP TO a' -a-.
<br />2. FOR NEW VIM FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. all SPECIFIC DENSITY OF 0.43 OR Ii
<br />TOP a BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />��M aINA ,
<br />r'- Aii
<br />I �
<br />_ 1 .11 ��
<br />I
<br />SECTION Y—Y ■
<br />SOME 1/4--l• Rewa.a0 SCALE 1 .1
<br />r�s��lwl• �a6>.u�srl��Ti`
<br />11111111 1 111.
<br />E�M,bML � 6'tmR IIDIeNiNID wALL � mole 6NDuwTwe
<br />IYIT ! 1 A2M - TS'BIKUZ AW - ALTMOATM llw
<br />(SECTION AT TOP a CANNED TO 455.3-67.0 MAX. NAM I/e . I-
<br />A.S.O. DESGFI PRESSURE RATING)
<br />EOML• 1/e - 1'
<br />T
<br />M A M 1/r PA 1
<br />M rM®
<br />6 w 4AAw
<br />r F1rn N1M
<br />_- - ,K
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<br />MSEALIATIDN - LMI^A1 AAW
<br />60ML• Ile - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (RARAtr) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 00 SCHEDULE
<br />Nun wY eI1• aINM,4/T, r(A MATAI,Afn112 At A49 fiF±,,,w , tI■u ,e. or hens •. x r •1
<br />WE fff('
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<br />I TMU I a 7
<br />4E6A -75.7
<br />A7'-S• To V_r 1%..
<br />2 3/4'
<br />7061KI D
<br />1 1101111 6 A I
<br />-*A -no
<br />t W-r ro 111-21 a-
<br />2 1/r
<br />' t, 0I�MALNApPSp
<br />•
<br />.•3i -4"
<br />131-C OR LZN
<br />3 I/r
<br />aA�E
<br />• t M.0,2RA►S
<br />a 2 • ,0
<br />• aoUR a// t/411•A' $S LLS • 11~ Al MOW a M4DO1 OF PO4L
<br />lillAXIMUlld A.S.D. nlMlabl PRESSURE RAIING (1k.m.f.) AND CORN NOING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORY PANELS 5) a a iNSTALLATIONs
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />AMLD OWY FOR PMnS[17a 0 SSOYLMM AS PER gWnOMS I THOU 7. ON KRIS 4 • 31
<br />MIWMAI A.Z.O.
<br />on"
<br />(►APJ
<br />1•AI MM M,CAYM 3FPCM FOR E0. - 3 I/Y
<br />APPLICIAMUE TO
<br />swron f a
<br />•Nr a� �Mg1H
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<br />2 (SOP)
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<br />a'
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<br />S'
<br />4 e 1 N1aTYM
<br />N/A
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<br />,! ,/!'
<br />a 1/••
<br />17 1/S'
<br />11/4'
<br />• 1/••
<br />• 1/r
<br />a I/•'
<br />a 1/4'
<br />s OOP/IOY1pO
<br />MK MINER 10 • II PON ANMM IPE • 2FAOD MR MWLIASMM Will a= PINK Y01Na
<br />UNM Mlal SPMpMa AID KeAAI OK M/ONMR AM WWO ON TM SMIOLLL PO 2A UM
<br />PAN 11011000101 00 IxIMMY MU 10010111 VW= N OAWLV ■ 11PIC.■ 000 a 9O<MA1 at
<br />19 1°L7AID FWXML IN " 01'M1010N m K PONUX AMUCID PAM 06LWO LMN FK=
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<br />NAVEL U NUTS UP Tor-r AAS a ,/4..
<br />no utHo i up Tor-r Ma 0a 1
<br />/ ►MIAMR: am" a OR p/M13NR PLUS •
<br />12 1 a a RM 11/r 1!. TM2/0N
<br />m ,PANT FOR ALL lEW1Ml II
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<br />NDie,31
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN WADS
<br />UP TO +46.5. -72-0 PSF AND PANEL'S LENGTH UP TO V-S'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO SE SOUTHERN
<br />PINE NO. z. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL
<br />TOP a BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SLIT ANY
<br />INSTALLATION-
<br />Y/
<br />•III
<br />(�:,.J•
<br />__
<br />•iU
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<br />AAA1a1 TMAY RAI PAW1S(II& SAT BWALLAl10Y5 Al PER SFMMS 171MII 10. ON 214111111 4. S A M
<br />A" OEM
<br />UMM ANOM 66 I AIRIM, IN CA . 3 Ilr ••
<br />APPUowf TO
<br />Moos /1 k
<br />WIYIW P■10.
<br />vicm
<br />Cr TAP -am
<br />GlN-M
<br />PANDAM FINALE D
<br />PAWLA E YlW
<br />I" !R
<br />NmL2s
<br />1eM
<br />(Pal.)
<br />To MICKV
<br />ro
<br />CaMCKR
<br />BLOW
<br />to L>7N<NM
<br />in
<br />CMI CKM
<br />IL00N
<br />ro CIP"M
<br />10
<br />00"CA M
<br />■oCN
<br />To ow MSTE
<br />ro
<br />aalEWEIE
<br />Slml
<br />TO mcnEvE
<br />ro
<br />CaNM1DE
<br />D.OM
<br />TO COI M[1E
<br />ro
<br />00"c"M
<br />amp
<br />MIN• COMBINATION
<br />Or THIN
<br />UD" 1• DO
<br />S•
<br />N/A
<br />M/A
<br />N/A
<br />6-
<br />N/A
<br />6•
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />S•
<br />4'
<br />N/A
<br />N/A
<br />6•
<br />r
<br />6•
<br />r
<br />r
<br />6'
<br />N/A
<br />N/A
<br />1 (9017010)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />°•
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />2 ('COP)
<br />e'
<br />N/A
<br />N/A
<br />N/A
<br />e•
<br />N/A
<br />3•
<br />N/A
<br />°'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />56.8. -72.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />3 a 4 (TOP)
<br />),'r-r TO Y-r
<br />OR LESS
<br />6,
<br />{.
<br />N/A
<br />N/A
<br />e'
<br />s•
<br />e•
<br />r
<br />e•
<br />e•
<br />M/A
<br />M/A
<br />3 (BoiroM)
<br />6'
<br />N/A
<br />IN/A
<br />N/A
<br />r
<br />N/A
<br />6•
<br />N/A
<br />S•
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />o•
<br />a
<br />N/A
<br />M/A
<br />6'
<br />6
<br />e•
<br />e'
<br />6'
<br />6-
<br />N/A
<br />N/A
<br />4 a 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2'
<br />6 1/4'
<br />1 12 1/2'
<br />6 Ile
<br />6 1/4'
<br />6 1/4'
<br />6 Ile
<br />6 1/4•
<br />N/A
<br />N/A
<br />S (TOP/60TTOM)
<br />60.% -63.3
<br />N/A
<br />M/A
<br />12 1/2-
<br />6 1/4'
<br />12 1/2'
<br />4 Ile
<br />a 1/4•
<br />6 1/4•
<br />6 Ile
<br />6 Ile
<br />N/A
<br />N/A
<br />6 (TOP/9OTTOM)
<br />'-r TO 11'-2•
<br />66.0, -72.0
<br />N/A
<br />N/A
<br />6 1/4•
<br />N/A
<br />6 Ile
<br />N/A
<br />6 1/4•
<br />6 Ile
<br />6 1/4'
<br />6 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />r-S• lD IV-2'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />a Ile
<br />6 1/4"
<br />6 Ile
<br />6 Ile
<br />B. S. 10 (TOP)
<br />-48.0
<br />6•
<br />a
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />6•
<br />6 1/4-
<br />6 1/1•
<br />6 (BOTTOM)
<br />tI'-1" OR
<br />LESS
<br />ffoR
<br />6'
<br />A.
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6 1/4•
<br />6 1/C
<br />9 (/OT TOM)
<br />LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />6 I/4'
<br />1 6 1/4'
<br />6 1/{'
<br />10 (BOTTOM)
<br />SEE STETS 10, It AND ,! FOR AMMIOM 71'PE A SMCa° FOR MONNAAO+S LINO 1M00 F11MS 63aMG D.
<br />VAN" ANCH" Spoom NM IMAM COM oSMAIM AK 010"M ON TM ECNOMS. FOR EA La
<br />YMM II90WO Coo SM MAE RMICE MOM SPOCNO IT MATPLY.S SMCMO OWN ON 2MMOO1 h'
<br />M FOUDIous FAM M. FOR Do OPENAI■N m K POSSMLL. MIDUCMD SFKM OKAPSD USM CACRO
<br />DPLL NOT K LESS IWO MSIUM IPWA OOKWIm FOR CAME MCHN IM AT AMM10115 LEDDO
<br />,/•4
<br />,/4'i
<br />1/1ti
<br />1/4•.
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<br />Ma Memo 0090 w
<br />1
<br />3
<br />3
<br />3
<br />2 t/!
<br />3
<br />NAA■AM,.AM IFS
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3 1/1
<br />MAAINI NNiM.Y 3Ya 6�J
<br />=
<br />3
<br />3
<br />3 ,/3
<br />3 1/2
<br />•
<br />3 1p
<br />Ana EL 9
<br />F A-0
<br />10 R
<br />r
<br />1m
<br />,m
<br />-
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<br />y
<br />,/41-30n'
<br />Na a/ T/a1
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<br />UNUTH
<br />lA3A Nx1E I)
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<br />MAI ;
<br />•
<br />•IPA aMa •
<br />4Woe 1
<br />PAMEUMTE PLUS
<br />r oc. N I T/I•
<br />Mal. PANEL. LENGTH
<br />(SEE MOTE 1)
<br />wz'
<br />NIR 1:MiI1 i '
<br />H OF PLATEM • 4'1 '� 1 1; - - 1/4Y LAO SCRM •
<br />DAOOEPIED
<br />I
<br />r, Al I/DIIIOIN OF PLATE
<br />�1 SOLLE 3/5
<br />mys:
<br />1. INSTALLATIONS FOR ALTERNATIVES aw. 6W a LOW ONLY YAW FOR
<br />BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +43.6. -46.0 "J. AND
<br />PANEL'S LOOM UP TO 12'-4'
<br />L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE MO. 2. W/ SPECIFIC DENSITY OF 0.56 OR EOUAL.
<br />AMIfF FdI 7111Y fiSEC r1aim
<br />10P a 90'RON MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SLIT ANY
<br />INSTALLATION.
<br />4-10 PMIELMME PUTS
<br />S 1/C
<br />RCADm POE71M710N ro
<br />/ A I
<br />" 1
<br />2�alapr
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<br />iroGr„/�.
<br />PIDWIIIIANION AT
<br />1 1 I MDMa71H OF PLA7I
<br />Lri 1
<br />9C AE 3/I-1'
<br />FLORIDA 61RLDING
<br />IRA.. Ava IDIM
<br />(SEE NODE 1)
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<br />CIPICA S ANDRM CONDOM Mx1401s "ta rMH001�tEiieoo SAME fSCI' "Emu 01 ,! IPA K1EWM7EALTERNATE
<br />nK � "� ` cm 110141INAt "'� w i/a 2/a a�/a 3/i a y4 (. 2 a Tw/ia '• r s 1 d2 1 $ =47ta1 8 1 1 1 8 ATUXATION 8 1 INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />rMDm oaMxlc F• Mk 1'-0 + _ AT END PMIt STLG6 • EYDIY r V;•. Nm1CA1aa . r.�
<br />INTO EXISTING WOOD STRUCTURES
<br />I .. OVERLAP
<br />t (Iz 1 z• o. a)
<br />our" co"CRITt
<br />rolAMco .2w•
<br />I \ I Siws O EVERY �I i, y
<br />1
<br />`•�`ILU.Ma. bMt,10M I rM■so"Mou. idYRMDN I �■ .MID, - .. ITT.... 1r� T1TT- (M6oaETL n)o PMMu (' ^, i '' ' I --(---- 2------- ` \ 'I,`I
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<br />S,IIo • 12 1/2• aG SND O 1! 1/T 0.G
<br />••p,' , , 4'A•'' ... _ .. _ _ __ ® +/4• IMSD" // MMsp [ /1 L3-_ I R/RmOR PARR EW PARR ®pC B VA' 3. j 11C MRO3IOR PAN0. END PANEL i , -
<br />+�M1R�
<br />ur PAL... r'aSii"!(, DG 'rrw (aK >'i !(1 oG °R 7 a MfORicloR` M/0AiM1eacu
<br />(W KT. 1/14) I Ly (MR! OEr. 3/,4
<br />OR OIRI1:1 MOUNT SPACING iAC2N0 I 12 r" itA
<br />■ t�II _... _ _ ... , Mospoom . ANDICR Nw. ANGNaR I Yppp IMApU1 I I a% T L.._---..-., _ ,•-r YM:--_ _.'---- __ �I -3• M A[MAKD
<br />W MD PNIDa) DETAIL 1 :WALL MOUNTING INSTALLATION PUCABLE TO SCHEDULE 1) DETAIL 2 FLOOR MUNTI ONG INSTALLATION (APPUCABLE TO SCHEDULE 2) w - T WO
<br />(�0
<br />$DOLE- 3/Tr - i' ■ONE: 3/1C - 1' : =i taANaG L_
<br />a 1 AY M FPMw I /!• ALTERNATIVE i ALTERNATIVE 2 Q
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R ■.1 AND , .v.+ Mo«
<br />1 • !/140rjARI i/14 a�� "Co, 1K I•.
<br />OR colcom#SLOW 11PAL I CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT iJli FOR MAXIMUM PANEL LENGTH L SCHEDULES/da Iiaif , oA Q
<br />ADDLOM j I r r (AM a MY TO r,MNK I A
<br />i /a 2/4. W4. 3/4 a Ai ` 1, z. & Mw/Ts i. Z t iw/Ts INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES sTsmL .+N swEcr t ,T z `�'re
<br />I I
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<br />ALTERNATE LOCAm r a 1 W/ muon,LMs TeP r eoTmu W/ E.O. . 3 , M' aiDl3s°aam°■ I 1Y.. 4t.1•R M •MMA111PPAra Pra OMIT Mt , I _j
<br />- -- .. _. _. _.—.__-._.._.---- w KJ>tPAWLSAN TRACKSo f M 1� wr T° K NsrMLm A6 m�IAPppP-�9WLY(aB0 � mOMR—W ma"m •FW&NK PLUS _ 6Mi ; °AR ` � i , ED - - i `10 To TO v fit.)\ 1 1 V
<br />I LD(SEE of LINT ( ►tKAMLyCD
<br />TO
<br />OONCK19 MrA1OAM ---- / /., r/ // ..i// �/ In !METH• >� oPEMMs MWI. Maa MLOLr MaML p 1,MN M SWIT IS NO AHC„ M TR 0 SPAOD PW LNSMLYIDI■ NATO 1m00 FILLS DBJ ME coweptift"},
<br />(M 2L31mtAt ON
<br />STORM AI.MYS K PaM1DmINr/pKAR NYMxr KwAr ANMDM MMaNN Pas YEwRr 1sK MDYNK MIE e6eueo °N Tr sM®uLc fa i m
<br />iPw ,.) P011I11D mDA[1E / � ro fAC21wE M6YM)/01011 , YOEA@D r N/A N/A N/A 6• N/A r N/A S• N/A 1 a 2
<br />aD)1ola ro K MCRALLED a PRAWA D PROM THOSE L _. L-
<br />orL •.-1•-� .0, -72A e'-0' M LESS SHOWN Ac" 01 IY tNM rA FA FAC U Pa 1I1t R MTK M K ACM I
<br />/ ) E.a Lm t14w M1o,0A7O ON Io1WOME IWotAe+ MNLYIK 2PAEa,R N YLLMYM tw,afw &-
<br />Cm �al12TT ,4)°I ��-ca ELEVATION W Y N/A N/A N/A 6' N/A r N/A 6' N/A It a 2 (TOP)) MR`A1fD FOR MM ANGEL TI►[ AT AWH M LEODD.
<br />RmlNtm sADID anAllm 11IMS FACTOR Dwt 1MR K LOIN twN YIMM SIWLa■
<br />+36.0 -72.0 s'-Q' ro r-r t/4S 1µ1 , ri 1/49 1/r. i J I iw �,� 'I o0W PL,K
<br />WALL AND eLDDR MOUNTING INSTALI�TNN11 !GALE 3/32•-,• °• r r r r 7 1/2' °• 6• r / 1 (BOTTOM) R6DALOD
<br />.MOON WNW
<br />SECTION i SCALE: 3 - SECTION 2 SCALE: 3/6' - ,' ®®M' i A • 1/4• "1 +aS.O 6 N/A N/A M/A a• N/A 6• N/A 6' M/A , • 2 (POP) 7•-r r0 r-6• wpm OaMvr oAt11-■ I '� i ,..._ ... _. ._ ... .--'---
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<br />/6' - 1' 1/r Ya •NP
<br />Ew 6• r r r 6' 6• e• 6• 6- e' , (IIOTTOM) 4w •�,+ MPRr , ! 3 a f ,/1 �
<br />NOTES ON LSE SAFETY MOIL PANEL 6YSIEY MSTWA110Y : •MMM O.)
<br />--
<br />I. LIFE SMETT STORM PANEL G111 K LOGGED AS AN FIND PANEL (FAST pl LAST PANEL) MIIe 6J ! a A In i ,/! • 8 e•.L
<br />OR $4 AN INTERIOR PANEL. (ANY PANEL LOCATION N EETIEEN ENO PARRS . U�pO 2FIDa - AYI3 OATpMW WM'S01, . 3 t/4' • ASwR IL IFOOI 1rN L -� 1/4'. LAO Scmm O r at r/ , tIr ♦/�
<br />UrE SUM PANELS MAY OR MAY NOT 6E SNSIA LED ADJACENT TO RE PARRS 2Q FIOIE ,) AC DO ►M) a 2, 4W FLOOR Ydart Lrow017I0W AT Mlo7roY Yi Ems. y ,■ � YO. THMAM ODL[KML110w M3 V I
<br />ALTERNATIVE ALTERNATIVE-4
<br />(W/ OR W/0 I1EOlAM iRAd6.) man 1) '[!' -_ _..._. ... _ .. _ .-_ __ ... � _. I ' ' I ; 41a.2/r LOIN SaAK aI■1a■ r/
<br />T. LIFE SAFETY PANEL COPNBRI8 OF OA3S` OKYANR[D STEEL. BTORM PANEL AS HA1tMMM A.S.D.MMO • A/r MF raa fOr ■INN!) OAW I pu • Y W I11OP lM► ■ A1aiD MPLKI�DIE 10 ---- ----�' - - -- --- -- -.._ _ _... - - /4ti••
<br />SECTION B—B oRDI1 - 1m ,A ,,.,, a'!a PMOMRa "AXE o'°L°1 ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS
<br />cu
<br />PER oa2lvoNLlNr .SETT 2 or DRAWING. I SEC11ONs a NA70YUN P Sp ,m ,m
<br />__. ..._.__._._-. PAIIAMS MA■ • r TO M , t/r YF, pla
<br />Pa1MRA[ - - 1EN07H 1• (IL NM"' — —� p - -- ,m Ta1IAEm PDnaA,1a ro 3/P . ,•
<br />TIER PANEL ffmSB' t0 8I REMOVED OR NSMLIED rRON THE INSIDE Or Of THEM 'p A. TI(4 _ FLAx NONE : MITM nRao NOT aDaN F■, aLAAm
<br />STRUCTURE +46.2 -61.3 3• 3' A 1 4 1 2• 2 (BOTTOM) r-6' OR LESS
<br />tMA ' ,���,.'•� �CENSF''• WALL OUNTING INSTALLATION p TI(UT p x OREWIR Est 2tIMKaIT0BE 00MTHIS �PONENT ®a IIDTTM, TRACK to �� p. Tlu/T +szA -BB.o 3 r s 4 z c9o77oLQ r-e oR LEss ALTERNATIVE 1 W ��P ✓'i W
<br />I.OIIPMEI(! K NISTAtLED WALL OR FLODR MOUNTED FOLLOWING SECTION$ I a lS.� `. +a1.0 -72.0 2 ,/r 1 z 1/Y r 3 1/z• 2 (BOTTOM) r-e• OR (.Esc NO, 4418T ': * fDac �„ -'' 3tti:• JCENSF
<br />2 DN T.
<br />AS IRl1 Af GRABS 1 a 2 ON SHEET 14. * .
<br />J FLORIDA BUILDUNN COOL Ya)od Nu no Zon +ss.o -n.o 2 1/2' 2 t/z' M/A N/A 2 (BOTTOM) r-e` TO 6'-0' * FLORIDA BUNDINO CODE h Y•Ixi Mu cam ZDTI iLORIDA BWLDINO CODE Nl Yrbo Nu cane Zone
<br />4. Mn. ANCHOR
<br />FOR COMPONENT FOENE®®R 1S'. �• Q
<br />SCHEDULES
<br />DULES LLSPI,CMNO FOR COIIPOIIEM ®ANCIGRAOE At BOTTOM S GIVEN ON �• 44032 A11C4 At 20 GAGE GALVANIZED STEEL STORM PANEL r'. .Ss.o -7x.o N/A IN/A 3' 3' 2 (eo7roM) r-s' M /'-e' •. ' •: Ar301x�0• "� 20 SAM GALVANZED STEEL STORY PANEL rN a3mo IAlm2, 2,G W. 20 BADE GKVANRED STEEL WM PANEL F.P.
<br />t2]MPOP4l1i ® MAY K PERMANENT OR RE31DYAeLE *q': 'k 11 O S,,S OI,I� .• O, 1. I SIMAATDM6 MW owY roll DMOMIoc WTN A.s.O. o2sD+ wL05 uP m 01011MI at Z
<br />a. SEE DEEMS FOR INSTALLATION KM WOOD FRAME SALDOM ON SHEET Is. YO OP - IL E G O EIBC. M,� , PAD �A 0WL, - - s sSl Al F a.+E FL m,4
<br />QNK OLO&1L PROTECTION PRODUCTS, LLC. am +2aa. -nA AM AID PArnM'14s WON 1P ro r-r. s�'' • fL RID PROTECTION PRODUCTS, WC.
<br />IL ECOIKN:. ��••••....... DECO.... °OE z
<br />R SEE SHEET a FOR oErAA APPL,CAILE >0 THE PIECEsartr FOR THE 1NSTALIATION Or �FiI $ ••• ••-• •AIM. ti 3D14 20-176 •� 4B7,D Sam sr. el an1eT E PFIK "... L W/ VOC7C�A o100N °w1 E°IODDR m K aoull/a AC' .MN L a, nKr
<br />LPL PIN„ • ,�. YNr AHrt. (N•)MMM-Tay NW; (r4)12P.67N 20-176
<br />aP� •N�,L oar, ti Snu 20-176 P. aAae N1:
<br />sAa1M N.: F �' PN .�'P! 1N-na «- M•b4 (ON)MhT2y FN4 NMA22-MITI NYRONI NN ANN1 N ww Pa e,-1.■ .1r N-10, r r Q
<br />U PA KX/MPMYt/WII 00°OP' .. ►A I - atMn to d M J
<br />�y � NA a aw Ara 1�1L n w w,3lr. MN)r-aNe. Ma pN)rw-wF Pt. rt wL A N P E � IO71• a N
<br />SPACERS A7 TPACK6 INSGUEO AO.IACFAR AND KY01I 10 STUCCO/WOOD BANDS. �"NN INN 'A'� °� pL-OpPH2'?�-I■I
<br />PL KM/lMRAI/•0[ ULM A a.. ►A f31WT ,7 N 1f _ _
<br />SHEET NO.
<br />SH 1,1
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