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<br />SCALE /W4-14
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<br />(AR �w•A�pa
<br />MULLION SCHEDULE
<br />DUAL
<br />2
<br />wa MN10N
<br />NaO111 n Mn.
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<br />• W TO AMRi.r.• -71cpm A ME�ESMXrt MTNO
<br />SECTION 1 - mmarr
<br />wax 3/6.1•
<br />NOTE )MILLION CAN ALNO BE INc1NLEo N/0 SI M PANELS ON TOP
<br />OR BG110" NO iMT R 8 AUED Ai TOP OR Wr1OM OF OPENING.
<br />IoIE vANtL OPE3am w! tileE TOP • NOTION)
<br />I WA"TION - ALTERNATIVE 1 W
<br />SOAL : 1/4' - 1'
<br />mn oNoreo �a
<br />APPReaPPr.
<br />ISMA ITLON - ALIONIA IVE 2W
<br />BAALE i/C - 1'
<br />I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO 455.5. -72.0 P.I,f. ANO PANEL'S LENGTH UP TO 8'-B'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PDX NO. 2. W/ SPECWX DENSITY OF 0.55 OR EQUAL
<br />NOTE FOR COMBON110N OF SEL^-TIONS:
<br />TOP 6: BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SINT ANY
<br />INSTALLATION.
<br />-
<br />t - -
<br />I
<br />1
<br />vr
<br />ca
<br />Anal
<br />_L
<br />-a WAIPN tFM, • dl■ ■YIpM IOIwt
<br />SECTION Y-Y
<br />4FJYE 1/4'.1' JIMM
<br />VAIJA TINE s9P
<br />SCALE, Ile - I'
<br />CEY.lIIB t FLOOR YOINITBAO Well A FLOOR IIDUIITING
<br />161STILLATION LLTIF'BNATIME eW INSTA "T[OM - ALTERNATIVE SW
<br />(SECTION AT TOP b LRaIED TO +DSS-97.0 IMAX SrJaFi 1/1' . 1'
<br />A.S.D. DOM P�IJRE RATING)
<br />SAKE 1/1• . 1'
<br />rum 111110UNTIN&I
<br />plo • q 1Yl''In '
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<br />er nw
<br />,/yyNrM1I+�Au4Hm
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<br />BALE i/r - I-
<br />CCNCN■TE MICIb4
<br />(SQ somm c ON \�
<br />CONCRETE AMOCO
<br />an lOOYLL m
<br />+•)�
<br />NO OIN REVE =.!L SEE ON SHOT 14;
<br />,` Lae KITH) fair. SR 2R'Ta/ OM MEET ,6
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<br />I /4H 2/4. 2A1/4. 3/4 OR 4/4 1, 2. & NW/15 1, 2 Ar 1W/15
<br />ALTERMAIIE LOCATION
<br />ON LIFE SAFELY PANEL L..
<br />AREA C4AL I .._�.__ w 1 -_ ___-'-- II01E t
<br />.4 W/ ' PAEa --
<br />-- -
<br />,ION of NLOPG
<br />SAFELY
<br />COr,OIerE ANCIIOR6 (SEE NOTE 1
<br />.. ' l%/. ..• .i.`, / >,I y BELOW) a usT ►MQ 10 BE iLaEM3iD a
<br />y / LFE SAFETY PM�e OEAPRUINC SNYl
<br />at,¢r 1q RpAMAew ooRCPEtEJ /J .• NR CaaIION) o�aa3DtTEN6;TMLFtDN r UO
<br />CONOM11 VCMDA! / 1'_ /%OPTION 11 FOR WEE 36
<br />TO B[SiRU�L'tll OR COMM FROM HI,So[
<br />EEI
<br />�: ,•) --�• ELEVATION
<br />WALL WOUMMG INSTALLATION WALL AND FLOOR IIY)UNT1N0 INSTALIATKlN SCALE
<br />SECTION 1 sr.Ae 3/E' • 1• - SECTK)N 2 scALE: 3/e t 1p• �,� GAP 00- 1 ' 1 • yr ra
<br />Opp 1-
<br />M07M ON LIFE SAFETY STONI PANEL 315ffY OTTAIIATION
<br />/. LIFE SAFETY STORM PANEL CAN BE LOOM AS AN END PANEL (FIRST OR LAST PANEL) I W B �aLTOYLOE LaOOMN OR AS AN INTERIOR PANEL_ (ANY PANEL 1OCA7gN IN BETWEEN END PANEL4). ML N"DiA,'Y"� t6o PMRu
<br />LIFE SAFETY PANELS MAY OR MAY
<br />NOT BE INSTALLED AOMCEM TO RE6UAR PANELS
<br />(W/ OR W/o REOUTAR TROOM.)
<br />2 LIFE SAFETY PANEL cowssTs OF O.ON'
<br />oALM12ED slm sroRFt PANEL As SECTION B-B
<br />PER COLWOPIE/ITE�/ . SHEET 2 OF DROW, SCALE yam•.,•
<br />TH
<br />rts¢F 10 6E OR FROM 714E va6,E
<br />REMOAfD NSTALLID W
<br />J. LIFE SAFETY *14,4\
<br />RAURES TOP TRACK TO K COMPONENT�k BOTTOM TRACK TO ASTRUCTURE ITILUT
<br />®AS PEtt SIEFT 2 OF TENS DRANgNO. v( ,.:.... ��
<br />2CO� NDEI�YAS ELL�oET 5 oN=F120�Y0 E� 0 FYKIOYIING SECTIONS T A ��'.•'I�`.ENSf ''••.
<br />3: J
<br />yT FLORIDA BUILDING CODE h YNNoai Ni
<br />4. Wh LDwIrw FOR COMPONHO®®5 IV a
<br />ma. ANCHOR SPACING FOR COTIPOAIFNS CANCMR40E AT BOTTOM 15 GKN ON � �' * iMM134 Tll[On ANC
<br />SC EDULFS a 2. SHEET 14, 20 BADE CAlVAW2ED STEEL STORM PANEL
<br />CdDONENT�MLY W PERMANENT OR REMOMABLE.GLOM �1A
<br />S SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15. s •Y• !' • IL EC O EIIt:. PROTECTION PRODUCTS. w
<br />'SEOF ••.,.. OR .• {NOEL sM. N, MINII
<br />6 SEE SHEET 4 FOR oETAL APPLICABLE m THE NECESSITY FOR THE IN6TALATION of w4R,•OS M. ]1t
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO WUCCO/WOOD BANDS. "•NI NA •� :�tm11P+"�.o. Ira'-w+"+" NMI` )r 1
<br />N rW M
<br />N1..- PL YAL/RWFA<Na/D4TE CA -Owls.
<br />fr A 44/n
<br />MAXIMUM
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATM (n.m.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />(WlD OILY FOR a INsrALUTmNe At PER sEDram t "m IQ, an sllEEis 4. S • 6)im
<br />MAXIMUM A.S.D.
<br />• MM •/ 1/00-11.1' SK YS • 1/6MR At CIA" • MMEMAN OF POW.
<br />DESIGN PRESSURE RATING s f) AND CORRESPONDING
<br />MAXIMUM ANCHOR
<br />SPACING
<br />SCHEDsn � FOR EOUL AR STORY PAN L_c n t ® INSTAL! AMNS
<br />INTO EXISTING CONCRETE t CONCRETE BLOCK STRUCTURES
<br />(MHO ONLY FOR PANRSO! 9INSTAUAT10NS AS PER UCnOW I tNMI 7, ON baEA 4 A 5)
<br />wo
<br />.AQ�S�uGENS�c l`�
<br />FLORIDA BUILDING CODE M h Vs
<br />Hu cam ZDm
<br />• No. 4167
<br />Om I'Lam 1Ne, rJ.
<br />20 GAGE GAI.VAN2ED STEEL STORM PAYEL{
<br />*:
<br />1RLAW ar.
<br />I
<br />or �' f�i
<br />�N '•..
<br />I L E C O ii6�. PROTECTION PRODUCTS,
<br />woe P M s+ M1LLT
<br />°'/';
<br />ASS"
<br />/Q '�E
<br />w r rr MAAw lmM Mac(mNfttI11�a "so)Im-s7Ft
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<br />.311A. -TLo 7•-r m ttsa t tµ• uw0.1eD , TIMU s a 7
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<br />,NJ. -MD /1'-4' m tE33 ] tJp• • •2�aAF•, A a ! 10
<br />ANA,OAN Ai.o. ratwffi ArAMP 2PAYIb roN, to - 3 t/Y -
<br />ptslpw tARCON a T,r-Mw ORFt-IN Mtmua[ Paws b PRAaY■c ,+ws � 6 � wAMRN Awp
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<br />Sec 1FaA +o • I1 POA AIalOI Tw+[ a aPvaPG TOR 1wPMUA1bN■ MID Mom /Ma INMOPIa.
<br />IaMYN NNCMm SMOIIF6 alb MMMb ®b Orr11R APE SOW® ON M SDOML ICII [NL tl$
<br />w,w MROYm oN 1RI,mAAE aawtx A■abR fFWaMp or YfAMYtO BFRLNIa 3NmN ON Sa1mIAE aY
<br />M POUOAMO rACtOl6. TOR M wE1Y1T10N ro aE PDOIat ImlAsn PPaaao mWnm PAINS FA,:Im
<br />t11Yl ,bf K lAA iHYW 111Ma1Y 1PAMFp P10bATFD FOR GW MIOIM PYRE AT aYC1bM {,[wDO,
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<br />1/•• I.P . S/a' Lam OM sub"
<br />r/ ,p•.-2oa' sa STOP O • fp• LC
<br />` Fat /MIEN waaa w A r-r AND I
<br />y , 1/•• nC mA 1018I1a up ro r-r Mw.
<br />m I1Mia PRIaURII[ tpaYt b m
<br />�pIN PANELMIIR FUME • iT 1/a' n G M,III ,
<br />V2' Mn iFMFMFa P[NflROaE M
<br />SDI w Up NmD _ FDII
<br />au fmawa 1! ro r-r Y.c
<br />SCAtE 3/6-1'
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DES" LOADS
<br />UP TO +55.5. -7ZO PSF AND PANEL'S LV40TH UP TO 8•-r
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: MOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />N.OIE FOR COAMIINATI�N Oi •P'E•TY,Nc
<br />TOP h BOTTOM MOUNTtMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />SnmS a
<br />ro2/�
<br />INSTALLATION DETAILS FOR REGULAR PANELS(I & CiA
<br />INTO EXISTING WOOD STRUCTURES
<br />1
<br />4 rt• �- yA SyT�
<br />1K I Mlr • S' °G
<br />1 3 NNw< Eo �.
<br />i
<br />I
<br />I 1
<br />l
<br />1 I! �TERNATIVE 1w ALiERNAME T�
<br />1
<br />1
<br />SOLE ]/6••1'
<br />aE SO•D1at ON Sww •FDA 1
<br />10WWWAN
<br />0 MAST I 7
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<br />Ii 1�OF_
<br />r.-. � �sl
<br />ES�ED
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<br />ED
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<br />` IE■Iaa
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<br />4 I 1
<br />1 '• -iri w 1' PrAom r o w AL TC6H,EeTh E ALMOOdAM 4W
<br />til RATE • WORM IN FAME SCALE 3/8.1- SCALE 3/5-l'
<br />kMMIM ,
<br />I I;
<br />•.w.• A.w .....-..+ •-4wu NOTE m•ITiiR 7RAC16 NOT bNOAwN FOR CIMBTY
<br />NB
<br />/ N r\ /_\ ALTI RMW /1 /'1
<br />tl�
<br />//4• ,!, � I f1E! N i �-NTFJTfOR FNANLL `END PMNE7.
<br />(gem
<br />B SCNmIAc so+EDIIE
<br />+-3"_ fs FOR %2 FOR -r--f
<br />�S'PACAIQ� SPOOK
<br />V-3' "B,
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEQUIME�2)
<br />SCANS• 3/16' - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L' SCHEDULE
<br />)�)JCJAIe Y >n ,:wYYtc 1 ! ] .Trn FOA R nArsTr e,Opy PRat
<br />SYSTEM ON 911E[T t97.
<br />rA A3,0• 1wCa IF LP•Ow a to-M "mum FDNE b podum FUG AF"JCAM to • Wa1W PNBL
<br />PRI¢Ar m t]a�lmlO+[ Ta �NpM1E ro ooMClalt ro W FY/RN1gN US. v WA
<br />61MS NaCR ILMN STOOP w 1MY
<br />r N/A N/A N/A 6• N/A r N/A 6' N/A I Ai 2 (TOP)
<br />ss.o. -720 9' T 9' 9' 9' 9' 9' 9• 9' 9' i (BOTTOM) 5'-0. OR LESS
<br />6' N/A N/A WA 6' N/A 9• MIA 6' N/A 1 ! 2 (10P)
<br />+56.0 -72.0 2• y r 8' 9' 7 1/2• 9' 9' a' 9' 1 (BOTTOM) '-0• TD T-8•
<br />B' N/A N/A N/A 6- N/A 6' M/A. 6- NJA 1 e 2 (TOP)
<br />456.0 -72.0 7'-r TO
<br />9' A' 9' E• 9' 6' 8• 6' r B' 1 (Po1TOlA)
<br />YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq
<br />PtmaME-IN OF THEM LENGTH 1• (R)
<br />MUL r
<br />.2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS
<br />+524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS
<br />+55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS
<br />+SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O•
<br />+SS.O -72.D N/A M/A 3' I 3''
<br />aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe
<br />MOM m auN PM,PaoN
<br />•Lsd -73A r-4• t 3h' uMn�
<br />Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am
<br />MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR
<br />EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm
<br />OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML
<br />MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam
<br />Pomm Fall EACH Ammom WK AT Ammon oma
<br />Ato4 TOPIC 1/4% 1/^ ve. //YI
<br />- OWN 6IM bw ato-a
<br />YM Stoat oft" R•S ] 3 3 1 1 1/2
<br />A-womm, a,) ] 3 3 3 3
<br />w+AM•E ar 6AJ 3 a 3 4/2 3 1p
<br />AMOL 4 on mmma *am
<br />(VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9)
<br />Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• -
<br />A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To
<br />PREMIUM • •
<br />ID ro m TO 10 To COYmw'MN lV ((&I
<br />RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN
<br />(0s8.) ■AM HOCK INDaI KOM anal aL00N
<br />B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP)
<br />6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM)
<br />8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM)
<br />55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8'
<br />OR 'ESS
<br />B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM)
<br />6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP)
<br />6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM)
<br />NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM)
<br />50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2"
<br />' 6 1/4
<br />65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP)
<br />A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU)
<br />OR tL55 12'-4. OA LESS
<br />6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM)
<br />SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM
<br />mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS
<br />TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or
<br />THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM!
<br />SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK
<br />K
<br />NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn
<br />- "m"- M TM-Yw co" sao-w
<br />Yt•. Noma won w 3 3 3 3 2 1/1 t
<br />W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111
<br />AMR all, am asoSp ► A •C T O 9
<br />11
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<br />I 4 �•
<br />Q[ ,ToaDln£ ON i f
<br />PUT a l
<br />roR rT
<br />1/41.1aeI. 4€
<br />Yd I/ INKY • '
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<br />1 JA;
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<br />I
<br />i
<br />INSTALLATION DETAILS FOR REGULAR PANELS & (0
<br />INTO EXISTING WOOD STRUCTURES
<br />�-y,� i trio wNnwTL wus
<br />4 '� a /�4• o.a r� T 7/6•
<br />11pIF/,OEDWOOD Awrp-
<br />N TD
<br />WA. PMkI LENGTH
<br />(SEE NOTE 1)
<br />W
<br />NM�e�••
<br />Yam•
<br />r oa i
<br />It li , 4.6 HAG Sl31EN5
<br />2%V WOOD I I
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<br />RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE
<br />OMID WIDTIN OF KATE
<br />.C. SIMJCIEW W/ ,t
<br />}} l l SKID r 1 1Ir LAN. e I
<br />AT MidrtWNNN OF KATE
<br />SOME 1. DIRECT MOUNT IG_1MA"Tlo�
<br />LM
<br />STYLE 1• SOME ]/9.t•
<br />•
<br />f4-t0 PYUai31ME PLUS
<br />1F� F O) W-410N m
<br />Ileree•
<br />1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR
<br />BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND
<br />PANEL'S LENGTH UP TO 12'_4'
<br />Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER
<br />PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL
<br />MOTE FOR CTLOM K 1sCMYC_;
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALATIOIN.
<br />,1
<br />1 7• , ,
<br />SCSIM." IN
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<br />(SEE MOTE 1)
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<br />_0 MAX
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<br />• N2 1/t' OL I '.
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<br />G1
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<br />INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM
<br />1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES
<br />_. 1 ,h lit. 11aCApiD POM7#MRN
<br />NEAotR
<br />�• . cn
<br />air17 I-.., ` 1,1
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<br />O
<br />ALTERNATIVE i ALTERNATIVECD 21
<br />2
<br />I I YM �, MIT,T/wawM
<br />SIX
<br />KIT. 1/(Sff'[ I �0a$•W� 1 OC.
<br />ON 1"DIC $441 I
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<br />To MATS , E- oo V
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<br />i
<br />I Prop rwc O
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<br />B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N
<br />Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn
<br />1/410.W LONG aMm NOW W /TAC
<br />1h1A-20a' S.S. " • r Lc m O
<br />1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS
<br />PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m
<br />tllrAup P1a■I■0 M1 ro Hopp L
<br />PLATE Im : Immo 1FYm No Sam no oJim
<br />WALL MOUNTING INSTALLATION p.TiL4r
<br />ey ' ceN Lu
<br />ALTE IVE 1 W ..
<br />KITH 3/6' . 1'
<br />y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q
<br />* :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er
<br />I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1
<br />459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/�
<br />2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z
<br />PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4
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<br />SHEET NO.
<br />SH 1R1
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<br />C MIA WA wA l• WA r
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<br />r WA WA wA r WA s• WA Y WA 7 (sanoAO
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<br />Sec 1FaA +o • I1 POA AIalOI Tw+[ a aPvaPG TOR 1wPMUA1bN■ MID Mom /Ma INMOPIa.
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<br />M POUOAMO rACtOl6. TOR M wE1Y1T10N ro aE PDOIat ImlAsn PPaaao mWnm PAINS FA,:Im
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<br />SCAtE 3/6-1'
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DES" LOADS
<br />UP TO +55.5. -7ZO PSF AND PANEL'S LV40TH UP TO 8•-r
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: MOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />N.OIE FOR COAMIINATI�N Oi •P'E•TY,Nc
<br />TOP h BOTTOM MOUNTtMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />SnmS a
<br />ro2/�
<br />INSTALLATION DETAILS FOR REGULAR PANELS(I & CiA
<br />INTO EXISTING WOOD STRUCTURES
<br />1
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<br />kMMIM ,
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<br />•.w.• A.w .....-..+ •-4wu NOTE m•ITiiR 7RAC16 NOT bNOAwN FOR CIMBTY
<br />NB
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<br />+-3"_ fs FOR %2 FOR -r--f
<br />�S'PACAIQ� SPOOK
<br />V-3' "B,
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEQUIME�2)
<br />SCANS• 3/16' - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L' SCHEDULE
<br />)�)JCJAIe Y >n ,:wYYtc 1 ! ] .Trn FOA R nArsTr e,Opy PRat
<br />SYSTEM ON 911E[T t97.
<br />rA A3,0• 1wCa IF LP•Ow a to-M "mum FDNE b podum FUG AF"JCAM to • Wa1W PNBL
<br />PRI¢Ar m t]a�lmlO+[ Ta �NpM1E ro ooMClalt ro W FY/RN1gN US. v WA
<br />61MS NaCR ILMN STOOP w 1MY
<br />r N/A N/A N/A 6• N/A r N/A 6' N/A I Ai 2 (TOP)
<br />ss.o. -720 9' T 9' 9' 9' 9' 9' 9• 9' 9' i (BOTTOM) 5'-0. OR LESS
<br />6' N/A N/A WA 6' N/A 9• MIA 6' N/A 1 ! 2 (10P)
<br />+56.0 -72.0 2• y r 8' 9' 7 1/2• 9' 9' a' 9' 1 (BOTTOM) '-0• TD T-8•
<br />B' N/A N/A N/A 6- N/A 6' M/A. 6- NJA 1 e 2 (TOP)
<br />456.0 -72.0 7'-r TO
<br />9' A' 9' E• 9' 6' 8• 6' r B' 1 (Po1TOlA)
<br />YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq
<br />PtmaME-IN OF THEM LENGTH 1• (R)
<br />MUL r
<br />.2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS
<br />+524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS
<br />+55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS
<br />+SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O•
<br />+SS.O -72.D N/A M/A 3' I 3''
<br />aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe
<br />MOM m auN PM,PaoN
<br />•Lsd -73A r-4• t 3h' uMn�
<br />Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am
<br />MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR
<br />EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm
<br />OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML
<br />MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam
<br />Pomm Fall EACH Ammom WK AT Ammon oma
<br />Ato4 TOPIC 1/4% 1/^ ve. //YI
<br />- OWN 6IM bw ato-a
<br />YM Stoat oft" R•S ] 3 3 1 1 1/2
<br />A-womm, a,) ] 3 3 3 3
<br />w+AM•E ar 6AJ 3 a 3 4/2 3 1p
<br />AMOL 4 on mmma *am
<br />(VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9)
<br />Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• -
<br />A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To
<br />PREMIUM • •
<br />ID ro m TO 10 To COYmw'MN lV ((&I
<br />RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN
<br />(0s8.) ■AM HOCK INDaI KOM anal aL00N
<br />B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP)
<br />6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM)
<br />8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM)
<br />55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8'
<br />OR 'ESS
<br />B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM)
<br />6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP)
<br />6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM)
<br />NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM)
<br />50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2"
<br />' 6 1/4
<br />65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP)
<br />A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU)
<br />OR tL55 12'-4. OA LESS
<br />6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM)
<br />SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM
<br />mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS
<br />TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or
<br />THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM!
<br />SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK
<br />K
<br />NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn
<br />- "m"- M TM-Yw co" sao-w
<br />Yt•. Noma won w 3 3 3 3 2 1/1 t
<br />W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111
<br />AMR all, am asoSp ► A •C T O 9
<br />11
<br />-
<br />at - - 1m
<br />I� ts-to PmNO:LMIC PLUS
<br />Em. FLOOD HEAM2. t0
<br />I 4 �•
<br />Q[ ,ToaDln£ ON i f
<br />PUT a l
<br />roR rT
<br />1/41.1aeI. 4€
<br />Yd I/ INKY • '
<br />id'W'aNli6o,a""nAF
<br />1 JA;
<br />l
<br />I
<br />i
<br />INSTALLATION DETAILS FOR REGULAR PANELS & (0
<br />INTO EXISTING WOOD STRUCTURES
<br />�-y,� i trio wNnwTL wus
<br />4 '� a /�4• o.a r� T 7/6•
<br />11pIF/,OEDWOOD Awrp-
<br />N TD
<br />WA. PMkI LENGTH
<br />(SEE NOTE 1)
<br />W
<br />NM�e�••
<br />Yam•
<br />r oa i
<br />It li , 4.6 HAG Sl31EN5
<br />2%V WOOD I I
<br />VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG
<br />RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE
<br />OMID WIDTIN OF KATE
<br />.C. SIMJCIEW W/ ,t
<br />}} l l SKID r 1 1Ir LAN. e I
<br />AT MidrtWNNN OF KATE
<br />SOME 1. DIRECT MOUNT IG_1MA"Tlo�
<br />LM
<br />STYLE 1• SOME ]/9.t•
<br />•
<br />f4-t0 PYUai31ME PLUS
<br />1F� F O) W-410N m
<br />Ileree•
<br />1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR
<br />BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND
<br />PANEL'S LENGTH UP TO 12'_4'
<br />Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER
<br />PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL
<br />MOTE FOR CTLOM K 1sCMYC_;
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALATIOIN.
<br />,1
<br />1 7• , ,
<br />SCSIM." IN
<br />M�fut TSuin
<br />l9A6MT,mm
<br />_�p•..,wf• dj.
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<br />3/y}• YRb MUt
<br />f 00N MIaN ,
<br />If
<br />1
<br />EMT. PANEL LENGTH
<br />(SEE MOTE 1)
<br />OF V
<br />_0 MAX
<br />iM° w"
<br />• N2 1/t' OL I '.
<br />new VIC •
<br />2. I a"w at
<br />t I
<br />F•AI
<br />VA
<br />a 90
<br />8 oN I
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<br />INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM
<br />1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES
<br />_. 1 ,h lit. 11aCApiD POM7#MRN
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<br />1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS
<br />PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m
<br />tllrAup P1a■I■0 M1 ro Hopp L
<br />PLATE Im : Immo 1FYm No Sam no oJim
<br />WALL MOUNTING INSTALLATION p.TiL4r
<br />ey ' ceN Lu
<br />ALTE IVE 1 W ..
<br />KITH 3/6' . 1'
<br />y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q
<br />* :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er
<br />I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1
<br />459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/�
<br />2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z
<br />PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4
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<br />Sec 1FaA +o • I1 POA AIalOI Tw+[ a aPvaPG TOR 1wPMUA1bN■ MID Mom /Ma INMOPIa.
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<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DES" LOADS
<br />UP TO +55.5. -7ZO PSF AND PANEL'S LV40TH UP TO 8•-r
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: MOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />N.OIE FOR COAMIINATI�N Oi •P'E•TY,Nc
<br />TOP h BOTTOM MOUNTtMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />SnmS a
<br />ro2/�
<br />INSTALLATION DETAILS FOR REGULAR PANELS(I & CiA
<br />INTO EXISTING WOOD STRUCTURES
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<br />DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEQUIME�2)
<br />SCANS• 3/16' - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L' SCHEDULE
<br />)�)JCJAIe Y >n ,:wYYtc 1 ! ] .Trn FOA R nArsTr e,Opy PRat
<br />SYSTEM ON 911E[T t97.
<br />rA A3,0• 1wCa IF LP•Ow a to-M "mum FDNE b podum FUG AF"JCAM to • Wa1W PNBL
<br />PRI¢Ar m t]a�lmlO+[ Ta �NpM1E ro ooMClalt ro W FY/RN1gN US. v WA
<br />61MS NaCR ILMN STOOP w 1MY
<br />r N/A N/A N/A 6• N/A r N/A 6' N/A I Ai 2 (TOP)
<br />ss.o. -720 9' T 9' 9' 9' 9' 9' 9• 9' 9' i (BOTTOM) 5'-0. OR LESS
<br />6' N/A N/A WA 6' N/A 9• MIA 6' N/A 1 ! 2 (10P)
<br />+56.0 -72.0 2• y r 8' 9' 7 1/2• 9' 9' a' 9' 1 (BOTTOM) '-0• TD T-8•
<br />B' N/A N/A N/A 6- N/A 6' M/A. 6- NJA 1 e 2 (TOP)
<br />456.0 -72.0 7'-r TO
<br />9' A' 9' E• 9' 6' 8• 6' r B' 1 (Po1TOlA)
<br />YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq
<br />PtmaME-IN OF THEM LENGTH 1• (R)
<br />MUL r
<br />.2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS
<br />+524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS
<br />+55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS
<br />+SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O•
<br />+SS.O -72.D N/A M/A 3' I 3''
<br />aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe
<br />MOM m auN PM,PaoN
<br />•Lsd -73A r-4• t 3h' uMn�
<br />Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am
<br />MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR
<br />EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm
<br />OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML
<br />MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam
<br />Pomm Fall EACH Ammom WK AT Ammon oma
<br />Ato4 TOPIC 1/4% 1/^ ve. //YI
<br />- OWN 6IM bw ato-a
<br />YM Stoat oft" R•S ] 3 3 1 1 1/2
<br />A-womm, a,) ] 3 3 3 3
<br />w+AM•E ar 6AJ 3 a 3 4/2 3 1p
<br />AMOL 4 on mmma *am
<br />(VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9)
<br />Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• -
<br />A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To
<br />PREMIUM • •
<br />ID ro m TO 10 To COYmw'MN lV ((&I
<br />RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN
<br />(0s8.) ■AM HOCK INDaI KOM anal aL00N
<br />B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP)
<br />6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM)
<br />8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM)
<br />55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8'
<br />OR 'ESS
<br />B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM)
<br />6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP)
<br />6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM)
<br />NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM)
<br />50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2"
<br />' 6 1/4
<br />65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP)
<br />A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU)
<br />OR tL55 12'-4. OA LESS
<br />6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM)
<br />SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM
<br />mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS
<br />TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or
<br />THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM!
<br />SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK
<br />K
<br />NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn
<br />- "m"- M TM-Yw co" sao-w
<br />Yt•. Noma won w 3 3 3 3 2 1/1 t
<br />W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111
<br />AMR all, am asoSp ► A •C T O 9
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<br />PUT a l
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<br />INSTALLATION DETAILS FOR REGULAR PANELS & (0
<br />INTO EXISTING WOOD STRUCTURES
<br />�-y,� i trio wNnwTL wus
<br />4 '� a /�4• o.a r� T 7/6•
<br />11pIF/,OEDWOOD Awrp-
<br />N TD
<br />WA. PMkI LENGTH
<br />(SEE NOTE 1)
<br />W
<br />NM�e�••
<br />Yam•
<br />r oa i
<br />It li , 4.6 HAG Sl31EN5
<br />2%V WOOD I I
<br />VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG
<br />RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE
<br />OMID WIDTIN OF KATE
<br />.C. SIMJCIEW W/ ,t
<br />}} l l SKID r 1 1Ir LAN. e I
<br />AT MidrtWNNN OF KATE
<br />SOME 1. DIRECT MOUNT IG_1MA"Tlo�
<br />LM
<br />STYLE 1• SOME ]/9.t•
<br />•
<br />f4-t0 PYUai31ME PLUS
<br />1F� F O) W-410N m
<br />Ileree•
<br />1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR
<br />BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND
<br />PANEL'S LENGTH UP TO 12'_4'
<br />Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER
<br />PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL
<br />MOTE FOR CTLOM K 1sCMYC_;
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALATIOIN.
<br />,1
<br />1 7• , ,
<br />SCSIM." IN
<br />M�fut TSuin
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<br />YS W I/wY '
<br />3/y}• YRb MUt
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<br />If
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<br />EMT. PANEL LENGTH
<br />(SEE MOTE 1)
<br />OF V
<br />_0 MAX
<br />iM° w"
<br />• N2 1/t' OL I '.
<br />new VIC •
<br />2. I a"w at
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<br />INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM
<br />1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES
<br />_. 1 ,h lit. 11aCApiD POM7#MRN
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<br />O
<br />ALTERNATIVE i ALTERNATIVECD 21
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<br />I I YM �, MIT,T/wawM
<br />SIX
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<br />ON 1"DIC $441 I
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<br />1h1A-20a' S.S. " • r Lc m O
<br />1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS
<br />PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m
<br />tllrAup P1a■I■0 M1 ro Hopp L
<br />PLATE Im : Immo 1FYm No Sam no oJim
<br />WALL MOUNTING INSTALLATION p.TiL4r
<br />ey ' ceN Lu
<br />ALTE IVE 1 W ..
<br />KITH 3/6' . 1'
<br />y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q
<br />* :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er
<br />I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1
<br />459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/�
<br />2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z
<br />PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4
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<br />m I1Mia PRIaURII[ tpaYt b m
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<br />SDI w Up NmD _ FDII
<br />au fmawa 1! ro r-r Y.c
<br />SCAtE 3/6-1'
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DES" LOADS
<br />UP TO +55.5. -7ZO PSF AND PANEL'S LV40TH UP TO 8•-r
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: MOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />N.OIE FOR COAMIINATI�N Oi •P'E•TY,Nc
<br />TOP h BOTTOM MOUNTtMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />SnmS a
<br />ro2/�
<br />INSTALLATION DETAILS FOR REGULAR PANELS(I & CiA
<br />INTO EXISTING WOOD STRUCTURES
<br />1
<br />4 rt• �- yA SyT�
<br />1K I Mlr • S' °G
<br />1 3 NNw< Eo �.
<br />i
<br />I
<br />I 1
<br />l
<br />1 I! �TERNATIVE 1w ALiERNAME T�
<br />1
<br />1
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<br />aE SO•D1at ON Sww •FDA 1
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<br />4 I 1
<br />1 '• -iri w 1' PrAom r o w AL TC6H,EeTh E ALMOOdAM 4W
<br />til RATE • WORM IN FAME SCALE 3/8.1- SCALE 3/5-l'
<br />kMMIM ,
<br />I I;
<br />•.w.• A.w .....-..+ •-4wu NOTE m•ITiiR 7RAC16 NOT bNOAwN FOR CIMBTY
<br />NB
<br />/ N r\ /_\ ALTI RMW /1 /'1
<br />tl�
<br />//4• ,!, � I f1E! N i �-NTFJTfOR FNANLL `END PMNE7.
<br />(gem
<br />B SCNmIAc so+EDIIE
<br />+-3"_ fs FOR %2 FOR -r--f
<br />�S'PACAIQ� SPOOK
<br />V-3' "B,
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEQUIME�2)
<br />SCANS• 3/16' - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L' SCHEDULE
<br />)�)JCJAIe Y >n ,:wYYtc 1 ! ] .Trn FOA R nArsTr e,Opy PRat
<br />SYSTEM ON 911E[T t97.
<br />rA A3,0• 1wCa IF LP•Ow a to-M "mum FDNE b podum FUG AF"JCAM to • Wa1W PNBL
<br />PRI¢Ar m t]a�lmlO+[ Ta �NpM1E ro ooMClalt ro W FY/RN1gN US. v WA
<br />61MS NaCR ILMN STOOP w 1MY
<br />r N/A N/A N/A 6• N/A r N/A 6' N/A I Ai 2 (TOP)
<br />ss.o. -720 9' T 9' 9' 9' 9' 9' 9• 9' 9' i (BOTTOM) 5'-0. OR LESS
<br />6' N/A N/A WA 6' N/A 9• MIA 6' N/A 1 ! 2 (10P)
<br />+56.0 -72.0 2• y r 8' 9' 7 1/2• 9' 9' a' 9' 1 (BOTTOM) '-0• TD T-8•
<br />B' N/A N/A N/A 6- N/A 6' M/A. 6- NJA 1 e 2 (TOP)
<br />456.0 -72.0 7'-r TO
<br />9' A' 9' E• 9' 6' 8• 6' r B' 1 (Po1TOlA)
<br />YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq
<br />PtmaME-IN OF THEM LENGTH 1• (R)
<br />MUL r
<br />.2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS
<br />+524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS
<br />+55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS
<br />+SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O•
<br />+SS.O -72.D N/A M/A 3' I 3''
<br />aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe
<br />MOM m auN PM,PaoN
<br />•Lsd -73A r-4• t 3h' uMn�
<br />Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am
<br />MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR
<br />EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm
<br />OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML
<br />MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam
<br />Pomm Fall EACH Ammom WK AT Ammon oma
<br />Ato4 TOPIC 1/4% 1/^ ve. //YI
<br />- OWN 6IM bw ato-a
<br />YM Stoat oft" R•S ] 3 3 1 1 1/2
<br />A-womm, a,) ] 3 3 3 3
<br />w+AM•E ar 6AJ 3 a 3 4/2 3 1p
<br />AMOL 4 on mmma *am
<br />(VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9)
<br />Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• -
<br />A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To
<br />PREMIUM • •
<br />ID ro m TO 10 To COYmw'MN lV ((&I
<br />RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN
<br />(0s8.) ■AM HOCK INDaI KOM anal aL00N
<br />B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP)
<br />6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM)
<br />8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM)
<br />55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8'
<br />OR 'ESS
<br />B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM)
<br />6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP)
<br />6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM)
<br />NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM)
<br />50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2"
<br />' 6 1/4
<br />65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP)
<br />A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU)
<br />OR tL55 12'-4. OA LESS
<br />6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM)
<br />SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM
<br />mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS
<br />TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or
<br />THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM!
<br />SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK
<br />K
<br />NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn
<br />- "m"- M TM-Yw co" sao-w
<br />Yt•. Noma won w 3 3 3 3 2 1/1 t
<br />W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111
<br />AMR all, am asoSp ► A •C T O 9
<br />11
<br />-
<br />at - - 1m
<br />I� ts-to PmNO:LMIC PLUS
<br />Em. FLOOD HEAM2. t0
<br />I 4 �•
<br />Q[ ,ToaDln£ ON i f
<br />PUT a l
<br />roR rT
<br />1/41.1aeI. 4€
<br />Yd I/ INKY • '
<br />id'W'aNli6o,a""nAF
<br />1 JA;
<br />l
<br />I
<br />i
<br />INSTALLATION DETAILS FOR REGULAR PANELS & (0
<br />INTO EXISTING WOOD STRUCTURES
<br />�-y,� i trio wNnwTL wus
<br />4 '� a /�4• o.a r� T 7/6•
<br />11pIF/,OEDWOOD Awrp-
<br />N TD
<br />WA. PMkI LENGTH
<br />(SEE NOTE 1)
<br />W
<br />NM�e�••
<br />Yam•
<br />r oa i
<br />It li , 4.6 HAG Sl31EN5
<br />2%V WOOD I I
<br />VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG
<br />RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE
<br />OMID WIDTIN OF KATE
<br />.C. SIMJCIEW W/ ,t
<br />}} l l SKID r 1 1Ir LAN. e I
<br />AT MidrtWNNN OF KATE
<br />SOME 1. DIRECT MOUNT IG_1MA"Tlo�
<br />LM
<br />STYLE 1• SOME ]/9.t•
<br />•
<br />f4-t0 PYUai31ME PLUS
<br />1F� F O) W-410N m
<br />Ileree•
<br />1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR
<br />BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND
<br />PANEL'S LENGTH UP TO 12'_4'
<br />Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER
<br />PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL
<br />MOTE FOR CTLOM K 1sCMYC_;
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALATIOIN.
<br />,1
<br />1 7• , ,
<br />SCSIM." IN
<br />M�fut TSuin
<br />l9A6MT,mm
<br />_�p•..,wf• dj.
<br />YS W I/wY '
<br />3/y}• YRb MUt
<br />f 00N MIaN ,
<br />If
<br />1
<br />EMT. PANEL LENGTH
<br />(SEE MOTE 1)
<br />OF V
<br />_0 MAX
<br />iM° w"
<br />• N2 1/t' OL I '.
<br />new VIC •
<br />2. I a"w at
<br />t I
<br />F•AI
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<br />- ad Aw y
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<br />7 . d TOLL A
<br />G1
<br />N Q �
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<br />r° o
<br />CI_
<br />INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM
<br />1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES
<br />_. 1 ,h lit. 11aCApiD POM7#MRN
<br />NEAotR
<br />�• . cn
<br />air17 I-.., ` 1,1
<br />ao'0°DUEIc'�i'AO' ' �i
<br />WORM
<br />O
<br />ALTERNATIVE i ALTERNATIVECD 21
<br />2
<br />I I YM �, MIT,T/wawM
<br />SIX
<br />KIT. 1/(Sff'[ I �0a$•W� 1 OC.
<br />ON 1"DIC $441 I
<br />no w
<br />SIVAMARIOM
<br />To MATS , E- oo V
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<br />ED
<br />1_ I l is
<br />i
<br />I Prop rwc O
<br />� d.
<br />B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N
<br />Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn
<br />1/410.W LONG aMm NOW W /TAC
<br />1h1A-20a' S.S. " • r Lc m O
<br />1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS
<br />PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m
<br />tllrAup P1a■I■0 M1 ro Hopp L
<br />PLATE Im : Immo 1FYm No Sam no oJim
<br />WALL MOUNTING INSTALLATION p.TiL4r
<br />ey ' ceN Lu
<br />ALTE IVE 1 W ..
<br />KITH 3/6' . 1'
<br />y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q
<br />* :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er
<br />I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1
<br />459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/�
<br />2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z
<br />PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4
<br />prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q
<br />1,NAP■3 r- OaRPb I1W
<br />P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J
<br />SHEET NO.
<br />SH 1R1
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DES" LOADS
<br />UP TO +55.5. -7ZO PSF AND PANEL'S LV40TH UP TO 8•-r
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: MOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />N.OIE FOR COAMIINATI�N Oi •P'E•TY,Nc
<br />TOP h BOTTOM MOUNTtMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />SnmS a
<br />ro2/�
<br />INSTALLATION DETAILS FOR REGULAR PANELS(I & CiA
<br />INTO EXISTING WOOD STRUCTURES
<br />1
<br />4 rt• �- yA SyT�
<br />1K I Mlr • S' °G
<br />1 3 NNw< Eo �.
<br />i
<br />I
<br />I 1
<br />l
<br />1 I! �TERNATIVE 1w ALiERNAME T�
<br />1
<br />1
<br />SOLE ]/6••1'
<br />aE SO•D1at ON Sww •FDA 1
<br />10WWWAN
<br />0 MAST I 7
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<br />Ii 1�OF_
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<br />t
<br />4 I 1
<br />1 '• -iri w 1' PrAom r o w AL TC6H,EeTh E ALMOOdAM 4W
<br />til RATE • WORM IN FAME SCALE 3/8.1- SCALE 3/5-l'
<br />kMMIM ,
<br />I I;
<br />•.w.• A.w .....-..+ •-4wu NOTE m•ITiiR 7RAC16 NOT bNOAwN FOR CIMBTY
<br />NB
<br />/ N r\ /_\ ALTI RMW /1 /'1
<br />tl�
<br />//4• ,!, � I f1E! N i �-NTFJTfOR FNANLL `END PMNE7.
<br />(gem
<br />B SCNmIAc so+EDIIE
<br />+-3"_ fs FOR %2 FOR -r--f
<br />�S'PACAIQ� SPOOK
<br />V-3' "B,
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEQUIME�2)
<br />SCANS• 3/16' - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L' SCHEDULE
<br />)�)JCJAIe Y >n ,:wYYtc 1 ! ] .Trn FOA R nArsTr e,Opy PRat
<br />SYSTEM ON 911E[T t97.
<br />rA A3,0• 1wCa IF LP•Ow a to-M "mum FDNE b podum FUG AF"JCAM to • Wa1W PNBL
<br />PRI¢Ar m t]a�lmlO+[ Ta �NpM1E ro ooMClalt ro W FY/RN1gN US. v WA
<br />61MS NaCR ILMN STOOP w 1MY
<br />r N/A N/A N/A 6• N/A r N/A 6' N/A I Ai 2 (TOP)
<br />ss.o. -720 9' T 9' 9' 9' 9' 9' 9• 9' 9' i (BOTTOM) 5'-0. OR LESS
<br />6' N/A N/A WA 6' N/A 9• MIA 6' N/A 1 ! 2 (10P)
<br />+56.0 -72.0 2• y r 8' 9' 7 1/2• 9' 9' a' 9' 1 (BOTTOM) '-0• TD T-8•
<br />B' N/A N/A N/A 6- N/A 6' M/A. 6- NJA 1 e 2 (TOP)
<br />456.0 -72.0 7'-r TO
<br />9' A' 9' E• 9' 6' 8• 6' r B' 1 (Po1TOlA)
<br />YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq
<br />PtmaME-IN OF THEM LENGTH 1• (R)
<br />MUL r
<br />.2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS
<br />+524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS
<br />+55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS
<br />+SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O•
<br />+SS.O -72.D N/A M/A 3' I 3''
<br />aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe
<br />MOM m auN PM,PaoN
<br />•Lsd -73A r-4• t 3h' uMn�
<br />Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am
<br />MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR
<br />EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm
<br />OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML
<br />MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam
<br />Pomm Fall EACH Ammom WK AT Ammon oma
<br />Ato4 TOPIC 1/4% 1/^ ve. //YI
<br />- OWN 6IM bw ato-a
<br />YM Stoat oft" R•S ] 3 3 1 1 1/2
<br />A-womm, a,) ] 3 3 3 3
<br />w+AM•E ar 6AJ 3 a 3 4/2 3 1p
<br />AMOL 4 on mmma *am
<br />(VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9)
<br />Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• -
<br />A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To
<br />PREMIUM • •
<br />ID ro m TO 10 To COYmw'MN lV ((&I
<br />RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN
<br />(0s8.) ■AM HOCK INDaI KOM anal aL00N
<br />B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP)
<br />6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM)
<br />8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM)
<br />55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8'
<br />OR 'ESS
<br />B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM)
<br />6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP)
<br />6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM)
<br />NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM)
<br />50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2"
<br />' 6 1/4
<br />65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP)
<br />A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU)
<br />OR tL55 12'-4. OA LESS
<br />6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM)
<br />SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM
<br />mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS
<br />TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or
<br />THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM!
<br />SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK
<br />K
<br />NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn
<br />- "m"- M TM-Yw co" sao-w
<br />Yt•. Noma won w 3 3 3 3 2 1/1 t
<br />W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111
<br />AMR all, am asoSp ► A •C T O 9
<br />11
<br />-
<br />at - - 1m
<br />I� ts-to PmNO:LMIC PLUS
<br />Em. FLOOD HEAM2. t0
<br />I 4 �•
<br />Q[ ,ToaDln£ ON i f
<br />PUT a l
<br />roR rT
<br />1/41.1aeI. 4€
<br />Yd I/ INKY • '
<br />id'W'aNli6o,a""nAF
<br />1 JA;
<br />l
<br />I
<br />i
<br />INSTALLATION DETAILS FOR REGULAR PANELS & (0
<br />INTO EXISTING WOOD STRUCTURES
<br />�-y,� i trio wNnwTL wus
<br />4 '� a /�4• o.a r� T 7/6•
<br />11pIF/,OEDWOOD Awrp-
<br />N TD
<br />WA. PMkI LENGTH
<br />(SEE NOTE 1)
<br />W
<br />NM�e�••
<br />Yam•
<br />r oa i
<br />It li , 4.6 HAG Sl31EN5
<br />2%V WOOD I I
<br />VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG
<br />RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE
<br />OMID WIDTIN OF KATE
<br />.C. SIMJCIEW W/ ,t
<br />}} l l SKID r 1 1Ir LAN. e I
<br />AT MidrtWNNN OF KATE
<br />SOME 1. DIRECT MOUNT IG_1MA"Tlo�
<br />LM
<br />STYLE 1• SOME ]/9.t•
<br />•
<br />f4-t0 PYUai31ME PLUS
<br />1F� F O) W-410N m
<br />Ileree•
<br />1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR
<br />BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND
<br />PANEL'S LENGTH UP TO 12'_4'
<br />Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER
<br />PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL
<br />MOTE FOR CTLOM K 1sCMYC_;
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALATIOIN.
<br />,1
<br />1 7• , ,
<br />SCSIM." IN
<br />M�fut TSuin
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<br />(SEE MOTE 1)
<br />OF V
<br />_0 MAX
<br />iM° w"
<br />• N2 1/t' OL I '.
<br />new VIC •
<br />2. I a"w at
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<br />INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM
<br />1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES
<br />_. 1 ,h lit. 11aCApiD POM7#MRN
<br />NEAotR
<br />�• . cn
<br />air17 I-.., ` 1,1
<br />ao'0°DUEIc'�i'AO' ' �i
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<br />O
<br />ALTERNATIVE i ALTERNATIVECD 21
<br />2
<br />I I YM �, MIT,T/wawM
<br />SIX
<br />KIT. 1/(Sff'[ I �0a$•W� 1 OC.
<br />ON 1"DIC $441 I
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<br />B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N
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<br />1h1A-20a' S.S. " • r Lc m O
<br />1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS
<br />PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m
<br />tllrAup P1a■I■0 M1 ro Hopp L
<br />PLATE Im : Immo 1FYm No Sam no oJim
<br />WALL MOUNTING INSTALLATION p.TiL4r
<br />ey ' ceN Lu
<br />ALTE IVE 1 W ..
<br />KITH 3/6' . 1'
<br />y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q
<br />* :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er
<br />I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1
<br />459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/�
<br />2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z
<br />PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4
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<br />1,NAP■3 r- OaRPb I1W
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<br />/ N r\ /_\ ALTI RMW /1 /'1
<br />tl�
<br />//4• ,!, � I f1E! N i �-NTFJTfOR FNANLL `END PMNE7.
<br />(gem
<br />B SCNmIAc so+EDIIE
<br />+-3"_ fs FOR %2 FOR -r--f
<br />�S'PACAIQ� SPOOK
<br />V-3' "B,
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEQUIME�2)
<br />SCANS• 3/16' - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L' SCHEDULE
<br />)�)JCJAIe Y >n ,:wYYtc 1 ! ] .Trn FOA R nArsTr e,Opy PRat
<br />SYSTEM ON 911E[T t97.
<br />rA A3,0• 1wCa IF LP•Ow a to-M "mum FDNE b podum FUG AF"JCAM to • Wa1W PNBL
<br />PRI¢Ar m t]a�lmlO+[ Ta �NpM1E ro ooMClalt ro W FY/RN1gN US. v WA
<br />61MS NaCR ILMN STOOP w 1MY
<br />r N/A N/A N/A 6• N/A r N/A 6' N/A I Ai 2 (TOP)
<br />ss.o. -720 9' T 9' 9' 9' 9' 9' 9• 9' 9' i (BOTTOM) 5'-0. OR LESS
<br />6' N/A N/A WA 6' N/A 9• MIA 6' N/A 1 ! 2 (10P)
<br />+56.0 -72.0 2• y r 8' 9' 7 1/2• 9' 9' a' 9' 1 (BOTTOM) '-0• TD T-8•
<br />B' N/A N/A N/A 6- N/A 6' M/A. 6- NJA 1 e 2 (TOP)
<br />456.0 -72.0 7'-r TO
<br />9' A' 9' E• 9' 6' 8• 6' r B' 1 (Po1TOlA)
<br />YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq
<br />PtmaME-IN OF THEM LENGTH 1• (R)
<br />MUL r
<br />.2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS
<br />+524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS
<br />+55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS
<br />+SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O•
<br />+SS.O -72.D N/A M/A 3' I 3''
<br />aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe
<br />MOM m auN PM,PaoN
<br />•Lsd -73A r-4• t 3h' uMn�
<br />Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am
<br />MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR
<br />EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm
<br />OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML
<br />MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam
<br />Pomm Fall EACH Ammom WK AT Ammon oma
<br />Ato4 TOPIC 1/4% 1/^ ve. //YI
<br />- OWN 6IM bw ato-a
<br />YM Stoat oft" R•S ] 3 3 1 1 1/2
<br />A-womm, a,) ] 3 3 3 3
<br />w+AM•E ar 6AJ 3 a 3 4/2 3 1p
<br />AMOL 4 on mmma *am
<br />(VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9)
<br />Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• -
<br />A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To
<br />PREMIUM • •
<br />ID ro m TO 10 To COYmw'MN lV ((&I
<br />RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN
<br />(0s8.) ■AM HOCK INDaI KOM anal aL00N
<br />B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP)
<br />6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM)
<br />8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM)
<br />55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8'
<br />OR 'ESS
<br />B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM)
<br />6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP)
<br />6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM)
<br />NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM)
<br />50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2"
<br />' 6 1/4
<br />65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP)
<br />A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU)
<br />OR tL55 12'-4. OA LESS
<br />6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM)
<br />SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM
<br />mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS
<br />TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or
<br />THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM!
<br />SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK
<br />K
<br />NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn
<br />- "m"- M TM-Yw co" sao-w
<br />Yt•. Noma won w 3 3 3 3 2 1/1 t
<br />W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111
<br />AMR all, am asoSp ► A •C T O 9
<br />11
<br />-
<br />at - - 1m
<br />I� ts-to PmNO:LMIC PLUS
<br />Em. FLOOD HEAM2. t0
<br />I 4 �•
<br />Q[ ,ToaDln£ ON i f
<br />PUT a l
<br />roR rT
<br />1/41.1aeI. 4€
<br />Yd I/ INKY • '
<br />id'W'aNli6o,a""nAF
<br />1 JA;
<br />l
<br />I
<br />i
<br />INSTALLATION DETAILS FOR REGULAR PANELS & (0
<br />INTO EXISTING WOOD STRUCTURES
<br />�-y,� i trio wNnwTL wus
<br />4 '� a /�4• o.a r� T 7/6•
<br />11pIF/,OEDWOOD Awrp-
<br />N TD
<br />WA. PMkI LENGTH
<br />(SEE NOTE 1)
<br />W
<br />NM�e�••
<br />Yam•
<br />r oa i
<br />It li , 4.6 HAG Sl31EN5
<br />2%V WOOD I I
<br />VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG
<br />RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE
<br />OMID WIDTIN OF KATE
<br />.C. SIMJCIEW W/ ,t
<br />}} l l SKID r 1 1Ir LAN. e I
<br />AT MidrtWNNN OF KATE
<br />SOME 1. DIRECT MOUNT IG_1MA"Tlo�
<br />LM
<br />STYLE 1• SOME ]/9.t•
<br />•
<br />f4-t0 PYUai31ME PLUS
<br />1F� F O) W-410N m
<br />Ileree•
<br />1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR
<br />BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND
<br />PANEL'S LENGTH UP TO 12'_4'
<br />Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER
<br />PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL
<br />MOTE FOR CTLOM K 1sCMYC_;
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALATIOIN.
<br />,1
<br />1 7• , ,
<br />SCSIM." IN
<br />M�fut TSuin
<br />l9A6MT,mm
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<br />YS W I/wY '
<br />3/y}• YRb MUt
<br />f 00N MIaN ,
<br />If
<br />1
<br />EMT. PANEL LENGTH
<br />(SEE MOTE 1)
<br />OF V
<br />_0 MAX
<br />iM° w"
<br />• N2 1/t' OL I '.
<br />new VIC •
<br />2. I a"w at
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<br />INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM
<br />1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES
<br />_. 1 ,h lit. 11aCApiD POM7#MRN
<br />NEAotR
<br />�• . cn
<br />air17 I-.., ` 1,1
<br />ao'0°DUEIc'�i'AO' ' �i
<br />WORM
<br />O
<br />ALTERNATIVE i ALTERNATIVECD 21
<br />2
<br />I I YM �, MIT,T/wawM
<br />SIX
<br />KIT. 1/(Sff'[ I �0a$•W� 1 OC.
<br />ON 1"DIC $441 I
<br />no w
<br />SIVAMARIOM
<br />To MATS , E- oo V
<br />EO
<br />ED
<br />1_ I l is
<br />i
<br />I Prop rwc O
<br />� d.
<br />B a -A ALTERNATIVE 3 ALTERNATIVE 4) U N
<br />Kam I� TMw MFD PBL•Ear *% / 11Jr S B' cn
<br />1/410.W LONG aMm NOW W /TAC
<br />1h1A-20a' S.S. " • r Lc m O
<br />1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS
<br />PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m
<br />tllrAup P1a■I■0 M1 ro Hopp L
<br />PLATE Im : Immo 1FYm No Sam no oJim
<br />WALL MOUNTING INSTALLATION p.TiL4r
<br />ey ' ceN Lu
<br />ALTE IVE 1 W ..
<br />KITH 3/6' . 1'
<br />y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q
<br />* :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er
<br />I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1
<br />459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/�
<br />2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z
<br />PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4
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<br />SHEET NO.
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<br />//4• ,!, � I f1E! N i �-NTFJTfOR FNANLL `END PMNE7.
<br />(gem
<br />B SCNmIAc so+EDIIE
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<br />�S'PACAIQ� SPOOK
<br />V-3' "B,
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEQUIME�2)
<br />SCANS• 3/16' - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L' SCHEDULE
<br />)�)JCJAIe Y >n ,:wYYtc 1 ! ] .Trn FOA R nArsTr e,Opy PRat
<br />SYSTEM ON 911E[T t97.
<br />rA A3,0• 1wCa IF LP•Ow a to-M "mum FDNE b podum FUG AF"JCAM to • Wa1W PNBL
<br />PRI¢Ar m t]a�lmlO+[ Ta �NpM1E ro ooMClalt ro W FY/RN1gN US. v WA
<br />61MS NaCR ILMN STOOP w 1MY
<br />r N/A N/A N/A 6• N/A r N/A 6' N/A I Ai 2 (TOP)
<br />ss.o. -720 9' T 9' 9' 9' 9' 9' 9• 9' 9' i (BOTTOM) 5'-0. OR LESS
<br />6' N/A N/A WA 6' N/A 9• MIA 6' N/A 1 ! 2 (10P)
<br />+56.0 -72.0 2• y r 8' 9' 7 1/2• 9' 9' a' 9' 1 (BOTTOM) '-0• TD T-8•
<br />B' N/A N/A N/A 6- N/A 6' M/A. 6- NJA 1 e 2 (TOP)
<br />456.0 -72.0 7'-r TO
<br />9' A' 9' E• 9' 6' 8• 6' r B' 1 (Po1TOlA)
<br />YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq
<br />PtmaME-IN OF THEM LENGTH 1• (R)
<br />MUL r
<br />.2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS
<br />+524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS
<br />+55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS
<br />+SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O•
<br />+SS.O -72.D N/A M/A 3' I 3''
<br />aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe
<br />MOM m auN PM,PaoN
<br />•Lsd -73A r-4• t 3h' uMn�
<br />Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am
<br />MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR
<br />EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm
<br />OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML
<br />MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam
<br />Pomm Fall EACH Ammom WK AT Ammon oma
<br />Ato4 TOPIC 1/4% 1/^ ve. //YI
<br />- OWN 6IM bw ato-a
<br />YM Stoat oft" R•S ] 3 3 1 1 1/2
<br />A-womm, a,) ] 3 3 3 3
<br />w+AM•E ar 6AJ 3 a 3 4/2 3 1p
<br />AMOL 4 on mmma *am
<br />(VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9)
<br />Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• -
<br />A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To
<br />PREMIUM • •
<br />ID ro m TO 10 To COYmw'MN lV ((&I
<br />RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN
<br />(0s8.) ■AM HOCK INDaI KOM anal aL00N
<br />B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP)
<br />6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM)
<br />8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM)
<br />55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8'
<br />OR 'ESS
<br />B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM)
<br />6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP)
<br />6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM)
<br />NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM)
<br />50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2"
<br />' 6 1/4
<br />65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP)
<br />A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU)
<br />OR tL55 12'-4. OA LESS
<br />6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM)
<br />SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM
<br />mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS
<br />TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or
<br />THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM!
<br />SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK
<br />K
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<br />INSTALLATION DETAILS FOR REGULAR PANELS & (0
<br />INTO EXISTING WOOD STRUCTURES
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<br />4 '� a /�4• o.a r� T 7/6•
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<br />WA. PMkI LENGTH
<br />(SEE NOTE 1)
<br />W
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<br />RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE
<br />OMID WIDTIN OF KATE
<br />.C. SIMJCIEW W/ ,t
<br />}} l l SKID r 1 1Ir LAN. e I
<br />AT MidrtWNNN OF KATE
<br />SOME 1. DIRECT MOUNT IG_1MA"Tlo�
<br />LM
<br />STYLE 1• SOME ]/9.t•
<br />•
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<br />1F� F O) W-410N m
<br />Ileree•
<br />1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR
<br />BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND
<br />PANEL'S LENGTH UP TO 12'_4'
<br />Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER
<br />PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL
<br />MOTE FOR CTLOM K 1sCMYC_;
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALATIOIN.
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<br />INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM
<br />1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES
<br />_. 1 ,h lit. 11aCApiD POM7#MRN
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<br />tllrAup P1a■I■0 M1 ro Hopp L
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<br />WALL MOUNTING INSTALLATION p.TiL4r
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<br />y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q
<br />* :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er
<br />I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1
<br />459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/�
<br />2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z
<br />PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4
<br />prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q
<br />1,NAP■3 r- OaRPb I1W
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<br />YAA� Adn , NRO • b/a' rN 101 Tw w r1Yq aH A (Ru 6 r Y. Mm W► a Mr!) A♦> � PANq
<br />PtmaME-IN OF THEM LENGTH 1• (R)
<br />MUL r
<br />.2 -61.5 1. 3' 4 1 2' 4 1/2' 2 (9OTTOIQ 7•-r 0R LESS
<br />+524 -0.0 3• 3' 4' 4' 2 (BOTTOM) T-C OR LESS
<br />+55V -no 2 1/2' 2 1/2' 4' i 3 1/2' 2 (Wr M) 7'-0- OR LESS
<br />+SSD -72A 2 1/2' 2 1/2• N/A N/A 2 (BQROIn 7'-6. 70 6'-O•
<br />+SS.O -72.D N/A M/A 3' I 3''
<br />aM•Ar "PA Now AN> Ern won• UMMAM oYM1+w FaAe
<br />MOM m auN PM,PaoN
<br />•Lsd -73A r-4• t 3h' uMn�
<br />Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am
<br />MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR
<br />EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm
<br />OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML
<br />MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam
<br />Pomm Fall EACH Ammom WK AT Ammon oma
<br />Ato4 TOPIC 1/4% 1/^ ve. //YI
<br />- OWN 6IM bw ato-a
<br />YM Stoat oft" R•S ] 3 3 1 1 1/2
<br />A-womm, a,) ] 3 3 3 3
<br />w+AM•E ar 6AJ 3 a 3 4/2 3 1p
<br />AMOL 4 on mmma *am
<br />(VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9)
<br />Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• -
<br />A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To
<br />PREMIUM • •
<br />ID ro m TO 10 To COYmw'MN lV ((&I
<br />RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN
<br />(0s8.) ■AM HOCK INDaI KOM anal aL00N
<br />B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP)
<br />6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM)
<br />8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM)
<br />55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8'
<br />OR 'ESS
<br />B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM)
<br />6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP)
<br />6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM)
<br />NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM)
<br />50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2"
<br />' 6 1/4
<br />65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP)
<br />A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU)
<br />OR tL55 12'-4. OA LESS
<br />6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM)
<br />SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM
<br />mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS
<br />TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or
<br />THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM!
<br />SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK
<br />K
<br />NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn
<br />- "m"- M TM-Yw co" sao-w
<br />Yt•. Noma won w 3 3 3 3 2 1/1 t
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<br />INSTALLATION DETAILS FOR REGULAR PANELS & (0
<br />INTO EXISTING WOOD STRUCTURES
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<br />4 '� a /�4• o.a r� T 7/6•
<br />11pIF/,OEDWOOD Awrp-
<br />N TD
<br />WA. PMkI LENGTH
<br />(SEE NOTE 1)
<br />W
<br />NM�e�••
<br />Yam•
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<br />RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE
<br />OMID WIDTIN OF KATE
<br />.C. SIMJCIEW W/ ,t
<br />}} l l SKID r 1 1Ir LAN. e I
<br />AT MidrtWNNN OF KATE
<br />SOME 1. DIRECT MOUNT IG_1MA"Tlo�
<br />LM
<br />STYLE 1• SOME ]/9.t•
<br />•
<br />f4-t0 PYUai31ME PLUS
<br />1F� F O) W-410N m
<br />Ileree•
<br />1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR
<br />BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND
<br />PANEL'S LENGTH UP TO 12'_4'
<br />Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER
<br />PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL
<br />MOTE FOR CTLOM K 1sCMYC_;
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALATIOIN.
<br />,1
<br />1 7• , ,
<br />SCSIM." IN
<br />M�fut TSuin
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<br />INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM
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<br />ALTERNATIVE i ALTERNATIVECD 21
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<br />1h1A-20a' S.S. " • r Lc m O
<br />1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS
<br />PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m
<br />tllrAup P1a■I■0 M1 ro Hopp L
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<br />ey ' ceN Lu
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<br />* :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er
<br />I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1
<br />459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/�
<br />2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z
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<br />prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q
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<br />MOM m auN PM,PaoN
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<br />EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm
<br />OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML
<br />MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam
<br />Pomm Fall EACH Ammom WK AT Ammon oma
<br />Ato4 TOPIC 1/4% 1/^ ve. //YI
<br />- OWN 6IM bw ato-a
<br />YM Stoat oft" R•S ] 3 3 1 1 1/2
<br />A-womm, a,) ] 3 3 3 3
<br />w+AM•E ar 6AJ 3 a 3 4/2 3 1p
<br />AMOL 4 on mmma *am
<br />(VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9)
<br />Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• -
<br />A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To
<br />PREMIUM • •
<br />ID ro m TO 10 To COYmw'MN lV ((&I
<br />RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN
<br />(0s8.) ■AM HOCK INDaI KOM anal aL00N
<br />B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP)
<br />6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM)
<br />8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM)
<br />55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8'
<br />OR 'ESS
<br />B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM)
<br />6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP)
<br />6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM)
<br />NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM)
<br />50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2"
<br />' 6 1/4
<br />65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP)
<br />A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU)
<br />OR tL55 12'-4. OA LESS
<br />6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM)
<br />SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM
<br />mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS
<br />TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or
<br />THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM!
<br />SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK
<br />K
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<br />RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE
<br />OMID WIDTIN OF KATE
<br />.C. SIMJCIEW W/ ,t
<br />}} l l SKID r 1 1Ir LAN. e I
<br />AT MidrtWNNN OF KATE
<br />SOME 1. DIRECT MOUNT IG_1MA"Tlo�
<br />LM
<br />STYLE 1• SOME ]/9.t•
<br />•
<br />f4-t0 PYUai31ME PLUS
<br />1F� F O) W-410N m
<br />Ileree•
<br />1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR
<br />BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND
<br />PANEL'S LENGTH UP TO 12'_4'
<br />Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER
<br />PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL
<br />MOTE FOR CTLOM K 1sCMYC_;
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALATIOIN.
<br />,1
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<br />INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM
<br />1/.-. tAa a0aI6 •roc R/ INTO EXISTING WOOD STRUCTURES
<br />_. 1 ,h lit. 11aCApiD POM7#MRN
<br />NEAotR
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<br />O
<br />ALTERNATIVE i ALTERNATIVECD 21
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<br />I I YM �, MIT,T/wawM
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<br />ON 1"DIC $441 I
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<br />1_ I l is
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<br />1h1A-20a' S.S. " • r Lc m O
<br />1/4.0-m PMmMOE IEMKE b m ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS
<br />PW LWE PUB • r ox w T 1/r MN. aowr a/r . 1• m
<br />tllrAup P1a■I■0 M1 ro Hopp L
<br />PLATE Im : Immo 1FYm No Sam no oJim
<br />WALL MOUNTING INSTALLATION p.TiL4r
<br />ey ' ceN Lu
<br />ALTE IVE 1 W ..
<br />KITH 3/6' . 1'
<br />y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q
<br />* :. a Loam 0.MTn INC,20 CAGE GALVANW STEEL STORY PANELXnIL AIR er
<br />I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1
<br />459.5, -72A P■ AND FAIELif LENOTN LIP m r-r. 70 ..., k t(�0 AL PR�TW,NIt PRODUCTS, LLC. ry/�
<br />2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z
<br />PINE NI. a w/ SPFDIFc DEL" or om m ECAN. -'LY SSI • •ALE' � ! OWc Il 3M4
<br />prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q
<br />1,NAP■3 r- OaRPb I1W
<br />P.E. undvowtomm rN1twFA°0W�1T'�. L +• • A _ alOrt M w m J
<br />SHEET NO.
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<br />Sm b,RT Is FOR m omm i1PE ! SPACING FOR /1atAuAhm INTO wOm MAX a■am
<br />MWOMIM NOW wACM Mm u■AN VICE O WAOR MR IWp1CUFO ON M SOORIL FOR
<br />EO. LSE w" •omaloo ON MOLL[ �EOIRE Ammon Comm w MAIIRYMO SPPdm
<br />OOIW ON SO MIX m THE FOUMM NOT= FOR M OFEMICH TO SE POMML
<br />MwurO SPOOK a6Qm p.b FACTIN SMALL MOT w Loa PION MNAw wam
<br />Pomm Fall EACH Ammom WK AT Ammon oma
<br />Ato4 TOPIC 1/4% 1/^ ve. //YI
<br />- OWN 6IM bw ato-a
<br />YM Stoat oft" R•S ] 3 3 1 1 1/2
<br />A-womm, a,) ] 3 3 3 3
<br />w+AM•E ar 6AJ 3 a 3 4/2 3 1p
<br />AMOL 4 on mmma *am
<br />(VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9)
<br />Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• -
<br />A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To
<br />PREMIUM • •
<br />ID ro m TO 10 To COYmw'MN lV ((&I
<br />RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN
<br />(0s8.) ■AM HOCK INDaI KOM anal aL00N
<br />B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP)
<br />6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM)
<br />8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM)
<br />55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8'
<br />OR 'ESS
<br />B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM)
<br />6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP)
<br />6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM)
<br />NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM)
<br />50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2"
<br />' 6 1/4
<br />65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP)
<br />A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU)
<br />OR tL55 12'-4. OA LESS
<br />6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM)
<br />SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM
<br />mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS
<br />TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or
<br />THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM!
<br />SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK
<br />K
<br />NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn
<br />- "m"- M TM-Yw co" sao-w
<br />Yt•. Noma won w 3 3 3 3 2 1/1 t
<br />W YwN asr „Im 3 3 a 1/2 3 1/t 4 3 111
<br />AMR all, am asoSp ► A •C T O 9
<br />11
<br />-
<br />at - - 1m
<br />I� ts-to PmNO:LMIC PLUS
<br />Em. FLOOD HEAM2. t0
<br />I 4 �•
<br />Q[ ,ToaDln£ ON i f
<br />PUT a l
<br />roR rT
<br />1/41.1aeI. 4€
<br />Yd I/ INKY • '
<br />id'W'aNli6o,a""nAF
<br />1 JA;
<br />l
<br />I
<br />i
<br />INSTALLATION DETAILS FOR REGULAR PANELS & (0
<br />INTO EXISTING WOOD STRUCTURES
<br />�-y,� i trio wNnwTL wus
<br />4 '� a /�4• o.a r� T 7/6•
<br />11pIF/,OEDWOOD Awrp-
<br />N TD
<br />WA. PMkI LENGTH
<br />(SEE NOTE 1)
<br />W
<br />NM�e�••
<br />Yam•
<br />r oa i
<br />It li , 4.6 HAG Sl31EN5
<br />2%V WOOD I I
<br />VIA ' ` �I. ,4-to vANELrM1E PLt6 YM• wooD_P�A .y-! �� -1 rr4• wom P_y(_iTL t� 4 ! MM. TNREADEG
<br />RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE
<br />OMID WIDTIN OF KATE
<br />.C. SIMJCIEW W/ ,t
<br />}} l l SKID r 1 1Ir LAN. e I
<br />AT MidrtWNNN OF KATE
<br />SOME 1. DIRECT MOUNT IG_1MA"Tlo�
<br />LM
<br />STYLE 1• SOME ]/9.t•
<br />•
<br />f4-t0 PYUai31ME PLUS
<br />1F� F O) W-410N m
<br />Ileree•
<br />1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR
<br />BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND
<br />PANEL'S LENGTH UP TO 12'_4'
<br />Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER
<br />PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL
<br />MOTE FOR CTLOM K 1sCMYC_;
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALATIOIN.
<br />,1
<br />1 7• , ,
<br />SCSIM." IN
<br />M�fut TSuin
<br />l9A6MT,mm
<br />_�p•..,wf• dj.
<br />YS W I/wY '
<br />3/y}• YRb MUt
<br />f 00N MIaN ,
<br />If
<br />1
<br />EMT. PANEL LENGTH
<br />(SEE MOTE 1)
<br />OF V
<br />_0 MAX
<br />iM° w"
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<br />2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z
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<br />prrNNNII 1w:'r�r'M m + i rrrlWlmaW1_ n.A wlwb 0.4- a. Rr: lwNr-wm 20-176 Q
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<br />(VALID ONLY IN PAIEL.S 04 (DIN IM1A7101LS AS PER SOM04 1 THINU 1% ON SMELTS 4. 5 ! 9)
<br />Wes, NA1YY AMM M SPOOK MR t0. - 3 1/2• -
<br />A;O. DFSIN IAPm CF TAR-°IR CAIR-* PANCUMi IQWi 10 PANILMAIe PLUS am ]LT To
<br />PREMIUM • •
<br />ID ro m TO 10 To COYmw'MN lV ((&I
<br />RaPb 1O CONCa2 COwcwm To Cbcnm Comm 10 Comoom CONCRETE To CCNDaE7E GarPOMTE To CON0a1E eDNFJAETE To commm CONCIaa OF THIN
<br />(0s8.) ■AM HOCK INDaI KOM anal aL00N
<br />B' N/A N/A N/A B' N/A 6• N/A r N/A N/A NJA 1 (TOP)
<br />6' 4• N/A NJA 8' 6" 6' 6• 6' 6• N/A N/A 1 (BOTTOM)
<br />8' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 2 (TOP)
<br />6' N/A N/A N/A 6• N/A 5. N/A B' N/A N/A N/A 2 (BOTTOM)
<br />55.5, -72-0 6' N/A N/A N/A r N/A 6• N/A 8' N/A N/A N/A 3 e 4 (TOP) > r-S' TO r-8'
<br />OR 'ESS
<br />B• 4• N/A N/A 6' r 6' 6' 6' 6" N/A N/A 1 (BOTTOM)
<br />6' N/A N/A N/A 8' N/A r N/A 0' N/A N/A N/A 7 (TOP)
<br />6' 4' N/A N/A B. 5. 6• 6' 8• N/A N/A 4 A 7 (BOTTOM)
<br />NJA N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 6 1/4• 5 1/4• 6 1/4' 6 1/e N/A N/A 5 (TOP/BOTTOM)
<br />50.0. -53.3 N/A N/A 12 1/2' 6 t/4' 12 1/2- 6 1/4' 6 1/4' 6 1/4- 5 1/4' 6 1/4- N/A N/A a (TOP/wToM) -r To 11'-2"
<br />' 6 1/4
<br />65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4` N/A 6 1/4• 6 iJs' 6 i/+' N/A N/A 6 (TOP/BOTTOM) '-$' TO 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/45 1/4' B. S. 10 (TOP)
<br />A -fB.O 8• 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• 6 1/4• 6 (BOTMU)
<br />OR tL55 12'-4. OA LESS
<br />6' 4' N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4' 6 1/4' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 t/4' 6 t/I' B 1/4' 6 1/4' t0 (BOTTOM)
<br />SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM
<br />mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS
<br />TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or
<br />THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM!
<br />SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK
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<br />AT MidrtWNNN OF KATE
<br />SOME 1. DIRECT MOUNT IG_1MA"Tlo�
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<br />1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR
<br />BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND
<br />PANEL'S LENGTH UP TO 12'_4'
<br />Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER
<br />PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL
<br />MOTE FOR CTLOM K 1sCMYC_;
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALATIOIN.
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<br />INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM
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<br />KITH 3/6' . 1'
<br />y+ T FLORIDA BURD(NG CODE 10 h VeIOo NurF(6aM Zan*)Q
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<br />I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1
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<br />SHEET NO.
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<br />SEE t6iflS 106 1T AND 1s FOIL ANI3-M I,PE At !PROMO FOR MSW1AlgN S INTONt100 FINK DMAM
<br />mmmu" AMOCI PPACINm AND WOMAN am IMICIANCE AN omw o ON wIa ICIOML FOR M LESS
<br />TWA "awo oN Som" OCR" now SIMMONS sY AALmvm SIMGYO SNOIM ON 204 MULL or
<br />THE FOLLMING FACTORS, FW TOM OPEU M To aE POSSIBLE REDUCED MIND ORAOV %SIG WHIM!
<br />SIMLL NOT BE LESS THAN MINIMUM SPACING INOCAM FM EACH ANCHOR TYPE AT MOM LOOK
<br />K
<br />NA=TIME 1/4'. 1/4-0 1/4•. I/C• I/rn
<br />- "m"- M TM-Yw co" sao-w
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<br />INSTALLATION DETAILS FOR REGULAR PANELS & (0
<br />INTO EXISTING WOOD STRUCTURES
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<br />11pIF/,OEDWOOD Awrp-
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<br />WA. PMkI LENGTH
<br />(SEE NOTE 1)
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<br />RCoubN l 6 1 P OPE [ NiTIM1i• REouMEEG 1 I t2Aa REWRIFD T N� = UVAWPEKMOFOF RATE
<br />OMID WIDTIN OF KATE
<br />.C. SIMJCIEW W/ ,t
<br />}} l l SKID r 1 1Ir LAN. e I
<br />AT MidrtWNNN OF KATE
<br />SOME 1. DIRECT MOUNT IG_1MA"Tlo�
<br />LM
<br />STYLE 1• SOME ]/9.t•
<br />•
<br />f4-t0 PYUai31ME PLUS
<br />1F� F O) W-410N m
<br />Ileree•
<br />1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR
<br />BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND
<br />PANEL'S LENGTH UP TO 12'_4'
<br />Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER
<br />PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL
<br />MOTE FOR CTLOM K 1sCMYC_;
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALATIOIN.
<br />,1
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<br />INSTALLATION DETAILS FOR OPTION i FOR LIFE SAFETY STORM PANEL SYSTEM
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<br />tllrAup P1a■I■0 M1 ro Hopp L
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<br />ey ' ceN Lu
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<br />I. R6TMIJMM ARE OW.T WAS FOR INALIN•.. WITH AAP OEM LOWS IN m i S1
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<br />2. FOR aW WOOD FRAME wNSIOXTI M WON) MOM m LR sourl4Da - (• 1 L E C O E M:. Amp ", 51 ow z
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<br />SHEET NO.
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<br />I� ts-to PmNO:LMIC PLUS
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<br />I 4 �•
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<br />INSTALLATION DETAILS FOR REGULAR PANELS & (0
<br />INTO EXISTING WOOD STRUCTURES
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<br />4 '� a /�4• o.a r� T 7/6•
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<br />WA. PMkI LENGTH
<br />(SEE NOTE 1)
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<br />1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR
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<br />PANEL'S LENGTH UP TO 12'_4'
<br />Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER
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<br />1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR
<br />BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND
<br />PANEL'S LENGTH UP TO 12'_4'
<br />Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER
<br />PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL
<br />MOTE FOR CTLOM K 1sCMYC_;
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<br />Ileree•
<br />1. ,NSTALLATIONS FOR ALTERNNTNES 8W. 9W 61 IOW ONLY VALID FOR
<br />BULWNGS WITH A.S.O. DESIGN LOADS UP TO +43JL -48.0 P.I.T. AND
<br />PANEL'S LENGTH UP TO 12'_4'
<br />Z FOR NEW W000 F7LAAIE CONSTRUCTION, WOOD MEMBERS TO BE SOLRHER
<br />PINE NO. 2, W/ SPECIFIC DENSET'F OF 0.55 OR EQUAL
<br />MOTE FOR CTLOM K 1sCMYC_;
<br />TOP ! BOTTOM MOUNTINGS CAN BE
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