|
oN WEER s A IN
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />SPLIT PANELS
<br />((�9a�t�L NyaO
<br />E (wo-n A+Ion
<br />�' t` ® MP TO • eDT,M }y1' \ 11• (Tw. iDP i,r01,010
<br />rA eN
<br />(A+/:M 1t4u SCAT
<br />,. ,• / WWa • TAR.
<br />�S:S/,�111QtAFDa1 'tea_ c � t'
<br />+'® • {•_� CaCeAi'•OG'DO eCV! " tu�TAP«l/0=1G•.
<br />Illm RD9, YY rpR1110YN Np
<br />MN. E0. nule SLICK
<br />URShcE 1 4 - 1- SCALE: f iDETAIL I
<br />- 1
<br />S,ar In
<br />•T-o• Its Awn
<br />A PI}}.OI_PR9Y[ INNS
<br />mNDeD Awna (INS SO IPAL Ge
<br />-� slEl 9 A p
<br />Yw, '
<br />-T r-
<br />A -
<br />R 1GIaLl W ,Ne 1>aE1) ! _ _ _ _
<br />TTI
<br />-4 D/th i•FON
<br />J Rt6on •/ 3 , . 1 � • ,/3• .'.
<br />w/ I+••3/•' colae�n"'�'a oAw
<br />�ss. :N_9.•roc r� � �10Ot ,m b• �� I 1.. �.. �__L 1 _..l !_ .--1 _l. I ._
<br />NFL -r Me. PNRL �r a• (.� ,/.. 5Fan
<br />p.r_ _rzPRONEYC Rene W TWA,
<br />A MP. Ali"
<br />Yu ON
<br />AAA.. MIIBU[ L
<br />(tOtl-lt MITT 1n'- _ n• 1' I
<br />C VAS ele 7 • a Y � � (TIP t1P • eOe,aO ® ® _ 1 y CANS IeeuON rN, • (>t[ Y1YAM So1mY
<br />�ELEMrCM SECTION Y-Y \ SPLIT STORM
<br />y�
<br />ELU&M
<br />iu SCALE 1/4--l' DETAIL
<br />1/4--1• SCAE L'
<br />OAR.w rnromN) MULLION a`VsffE11 C
<br />N." IIIOIOAS
<br />3 SOCIAL
<br />BELTS A A 9)
<br />•A'i a "'
<br />M- MmnOe[ AIDm
<br />fl�
<br />MIN. YIAl10N
<br />SPAN (R.) •
<br />REQUIRED Min.
<br />TUBE MULLION ••
<br />4 4•-r
<br />2', 3', 1/19•
<br />> 4'-e' TO 5'-S•
<br />2*. 4". I/r
<br />a S'-e' TO e'-10•
<br />2' . ]• . I/r.
<br />2'. 4'. 1/4'
<br />6•-10• To S'-0'
<br />2'. e• . 1/8'
<br />to Ealri.Nr>wr
<br />�''•VGENISAc' :;��
<br />x i N0.44167
<br />'z2
<br />ypAF6 vA(� Fw( A5 D PRESSURE RATING
<br />1FMy nNL ee ORIENTED
<br />SECTION T PAPAl1LL 70 s1osO'•.
<br />SCALE 3/8-1
<br />NOTE: MULLION GVT ALSO BE INSTALLED r/0 STORY PRISMS Cr TOP
<br />OR BOTTOM SD THAT IT a LOOATO AT TOP OR BOTTOM OF OPENING.
<br />(OE PANEL WANG W/ TUME TOP a BOTTOM)
<br />, IT : *
<br />FLORIDA
<br />BUILDING CODE N) h VelocityHurr
<br />► ,: �4T.
<br />ORION...
<br />_
<br />--
<br />i � U
<br />0 mmm we
<br />�LNC.
<br />20 GAGE GALVANIZED STEEL STORY PANEL
<br />GLOBAL PROTECTION PRODUCTS. U.C.
<br />allo ir, b1 sIRR7
<br />PHONE (Nsraneeet � T5y -' fg1„i-eNl7
<br />� u _ Y• ea Un eNYllq R Srw
<br />Y=alLIT Y- P.E
<br />N
<br />PE 9E,VRaWUIE/MMR
<br />••
<br />91
<br />-
<br />INSTALLATION DETAILS FOR REGULAR PANELSn & h-i
<br />INTO EXISTING WOOD STRUCTURES
<br />,vT„n'Ni _.J/__
<br />`pwY""s',a
<br />N�/1.' n•m"wA�mrioe''4+Nw• .uat - ---- Vh ,p nlsa.tret
<br />-�. �;�' aIIw11•ev wen ..._,, „ -._ :... -- - WwOer"IFoN
<br />,: - __-. _ reears
<br />i ! .w-w etA,a T m'isu 1.oa'" a °W,aen'0D°�P .` - �' ro�aNnvlN• -- -. _ - 'N e"'N'rw�"I�r'ry " ti �i1.N .om wml
<br />tPee
<br />NEVI l-01=I ..1
<br />- e�0'�t . /fI- �, 4b~'
<br />._--
<br />•� 2 2 1phBealSeM � ' - --
<br />e,ee I
<br />O•,r -Meet N/ '
<br />j� .1/r__
<br />r'
<br />-
<br />��
<br />Ir,, I. I r• ) vow �� ,- w
<br />I 3. nl
<br />We
<br />I'
<br />I rl A aui i
<br />' m W p ACAS nmA3
<br />4 0`WN[[`e
<br />a a'•SN:
<br />IS IS GUelk WALL MOUNTINGi
<br />RISTALLATN]N - ALTERNATIVE 3W 7:'m':�:'e• jle^,y.; ; ongl, i
<br />SCALE: 1/4' - 1' SR• 1 u 1n'sC I � IY•�nw� TY NOm em. i
<br />BUIL11--OUT MOUNTING
<br />INSTALLATION -ALTERNATIVE i W I I/ree. 6.t " :eNR• r6. R a ••.as i•�s a -
<br />SCALE 1/4• . 1• ', CEIUNG t FLOOR 111101I.&MNG WALL t FLOOR YIOUNTWG
<br />INRAI i ATION - AI TMATNVP AW INSTALLATIONS_- ALTERNATIVE Sw
<br />WALL MOUNTING (SECTION AT TOP IS UNITED TO +55.5-67.0 MAX. SCALE: 1/4• - 1-
<br />0WAI ATN1N - ALTEIN_TRINE 2W ALSO. DES" PRESSURE RATING)
<br />SCALE, I/4• - t' 301LE 1/4• - 1•
<br />I
<br />i
<br />,nir•n-
<br />I
<br />I rr m om,
<br />6 ca .wwao
<br />r r.Ie, ,Two
<br />'POGeRON LeeleO Or® 9@I
<br />MOOR 11111011UNT11110
<br />INSTALLATHk/ - SECTION 4AW
<br />NOTES: LL1gMNN.N}Ly'y SCALE' 1/4• - I-
<br />ER•A; T%t[/lJyn
<br />T. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A-S.D. DESIGN LOADS �a'
<br />' ''•,';
<br />UP TO +55.5. -72.0 P.s.T. AND PANEL'S LENGTH UP TO 8'-8'. y:P JGENS FLORIDA BUILDING CODE (High Velocity Nurricam Zone
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF O.SS OR EQUAL = .' N0.F4167: i a°P10 117LD' INC, 20 GAGE GALVANIZED STEEL STORM PANEL '�
<br />. DRAWN W
<br />�•
<br />NOTE FOR COMBINATION OF SECTIONS: •O'• $T -- -- LE'CGLOBAL. PROTECTION PRODUCTS{ LLC..tanD
<br />sr. St saw
<br />TOP t BOTTOM MOUNTINGS CAN BE O,r' RI�7'Zi`3-.J TDnsw A 1°s BOTH .Nr °� 2 •wf' 20-178
<br />i F •. •' V u 1w ti. Sr , r wl3ss, w mw rlac fN4Mw-7sa. na P5.)ess-s»7
<br />d /
<br />COMBINED IN ANY WAY TO SUIT ANY y SSA' III. p10 eN'-,4w : a" r+-Iw _ aMmID w:
<br />yy
<br />'a., r
<br />INSTALLATION. yrN� IAI • �At/9a4YU1[/DAIE WALTEII Pt. Y,F,Y 91 it- "W to R IS
<br />FLORIDA J.N MI11
<br />CONCRETE ANCHORS CONCRETE ANCHORS
<br />(SEE SCHEDULE a. (SEE SCREDULE ON -
<br />POURED CONCRETE J
<br />t 250
<br />f
<br />----
<br />S,AIEO caXcuTE
<br />[OIAR[D
<br />Cent Cant
<br />seXcou�,� I � tq_ ��-sEc�wtmuE
<br />f IA,L1ss 1,ON I )n/YYGn1aSM/ P IFDA
<br />�OIK�"ON )/ems EK,AY
<br />STUD IS I 11r o-C 1G :N� :,/2. 0.E.
<br />1/4•e.l• /IAp1WE t/:61• eALTK
<br />1/r IRn. SCI@r W/ a'7r,_ •+/5• Mn cCASE 0` - IQ W/
<br />(s¢ D[T. 1/14) To • 17 , O.L N (S(SEE (ew D)) L ro • ,z I c
<br />POURS° CONCRETE
<br />J q II
<br />DR OCKWALL
<br />ALE
<br />d 3
<br />E W Rr
<br />EDIAIen �
<br />I
<br />TOR CONCRETE ANCHORS, !Q SCHEDULE ON 91EEt Ia;
<br />FDA WOOD SCRs SEE SECTION OR BEET 15
<br />Yea
<br />r
<br />Q
<br />IS LOCATION
<br />P
<br />n.
<br />4)
<br />/15
<br />ALTERNATE LOCATION
<br />-_J ON LIFE SAFETT PANEL
<br />AREA III LIFE SAFETY PANELS - LOCATION O LIFE ,BELOI') �
<br />Cent - i.e. REGROW PANELS W/ OR - SAFETY PANEi --^•I
<br />. - W/O REGULAR TRACKS (SEE NOTE I
<br />L BELOW) ' LAST PANEL C7) TO BE ,STALLED AS
<br />rAMCR[rz AIIQDNs " ARI
<br />(SEE setim" ON 1R'E SAFETr PANEL OPENING WALL
<br />R4LE000 CI 9,,8 Itel S 1T PROVIDED W/ REAR 11A/DLE
<br />9tQT ,a) COOED NIICAErz� / (AN, COIDI11dM) TO BE INSTALLED
<br />Oft EM E BFROM IN
<br />Carl. •W,I•� J _ m BE INSTALLED OR RgDrE° FROM IMBOE
<br />CCIDIEIE A1iCNOIC '• OF STRUCTURE
<br />"a SHEET 14) --EA ELEVATION
<br />WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32--''
<br />SECTION 1 SOLE: 3/9• - I - SECTION 2 SCALE: 3/8 - , rt/. YIa CAP ®®°" T ' T ' v.• IMm. l-
<br />GM
<br />NOTES ON LrT- U[CTY STORY PANFI SYSTEM INSTAL SIGN : QAtt (µ- -- �'
<br />I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) T SEE 1iDrz 1) B ;T pnylps "�
<br />OR IN AN INTERIOR PANEL. (ANY PANEL LOCATION BETWEEN END PANELS). 8 11OSIIIW PAIIELG
<br />UFE SAFETY PANELS WAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS
<br />(WI OR W/O REGULAR TRACKS.) SEE NOTE 1)
<br />1. LIFE sAFETv STOW�M PANEL CONSISTS OF O.OJe' GALVANIZED STEEL STORY PANEL As SECTION B-B
<br />PER COMPONENT (U. SHEET 2 Of DRAWING. SCALE 3/32'-1•
<br />THIS PANEL ALLD�S ITSELF TO 8E REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE.
<br />3. UFE SAFELY PM�, REQUIRES TOP TRACK TO 8E COMPONENT 90TTOM TRACK TO \IN'1A NT u/j,-••Ya,_
<br />BE COMPONEiT AS
<br />PER 514EET : DF THIS DRAWING. O•• F(•A .....,. tJ
<br />CO
<br />®® WY eE INSTALLED WALL OR FLOOR MOUNTED FALLOWING SECTORS I k > QY '`'�ENSF ' 9 4Qss
<br />2 ON 7H6 SHEET. AS WELL AS DETARS 1 t 2 ON SHEET 14. =4 Y
<br />FLORIDA BUILDING CODE NI h Velocity Hurricane Zone
<br />4, M1.. LENGTH FOR COMPONENT 916 IS*.
<br />MC.. ANCHOR SPACING FOR COMPOENT ®ANCHORAGE AT BOTTOM IS GIVEN ON *'• �0' ir .: S aao2o nlEcs. e•c. 20 GAGE GALVANIZED STEEL STORY PANEL DRAWN W.
<br />SCHEDULES 1 t 2. SHEET 14. _ _
<br />COMPONENT MAY BE PERMANENT OR REMOVABLE ATE O/Mne1e
<br />S. SEE DETAE.S FOR INSTALLATION INTO WOOD FRAME BULOt1K,5 ON SHEET IS. 'Sy�O , OR ' : _ IL E C O INC. GLOBAL PROTECTION PRODUCTS, LLC. RYE.
<br />s/ / •......• ' �77/
<br />B. SEE SHEET s FOR DETAIL APPLICABLE 10 THE NEL-ESSOY FOR THE INSTALLATION OF Ft�[, / -- f �E' 2'w'a 20-176
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO iI V•T O ,A`• / N.. ,.. e, R. .r � a Iw PICK' t,S.jW-TseS, FAX Le„FEe•-0Pr
<br />STUCCO/WOOD BANNS. Syr IINI NtMM w.., poN.n_,a.r'�e•,
<br />D.-mOA,e DRMOID N.:
<br />P.E tEAL/BaNAnat/Mrz wLLTcm A Jr.. P.E •� Yw ��
<br />M rN MM 13 01N
<br />MAXIMUM A.S.D. DESIGN
<br />PRESSURE RATING (iLi.
<br />MiMG �� � Op/Pfgl1 / N,0 � G0�1/MO1011
<br />+SSA. -72D 7'-r OR 125s 2 1/4' MNOLTm t iWD 5 A 7
<br />a SSA, -M.0 a7'-5' m a'-e' Wa. 7 3/r 71[A019p0U1EpDpgn� , T,IRI 5 i
<br />+78.0. -TOO >e'-r m 11'-2' Ya 2 In• ' SAT 04p0IP5 +
<br />.a7A, -.fo IS•-: OR LESS 7 1n• • ea�TmION S. • • +o1/4
<br />.11 FOR CLARITY
<br />!
<br />YAORAI AA.O. ILAI(YlY AlIC10R5 7MCND FOR ED. - ] 1/Y ••
<br />OEa1OI1 MR/A
<br />d TAP-pP CALK-N 14,IpAWE FDAYE D PAIIIlM1R P1115 9CC1
<br />N5 /% f YAMWY PAPEL
<br />RATING,) rocowcAErto�ToCONCRETE�mmrAn[�roaNCIeTEo��"DF,nONtom"t•(A.)
<br />WAWAB•M/AWAWAWAr WA N/A e' WA e• WA •' N/A 7 (TOP)
<br />r WA N/A M/A e' WA S' N/A 2 (eonou)
<br />+ssa. -7Eo r WA WA N/A e• WA e• WA e• N/A 7 A 4 ROP) r-a• ae LESS
<br />OW LESS _
<br />e' S. WA X/A e' a" a' e' a' e 3 (eonaY) 1
<br />e• N/A WA WA a- N/A a• N/A e• M/A 7 �)
<br />S. 3' WA WA e' +' e' 7 (eOTIDYJ
<br />WA N/A ,2 tn' a ,µ• tz +n• a t/4• a,/•' a t/.• a ,/: a ,/: s (roP/aoTrca) I
<br />SE[ 91QA t0 A f 1 FOR AIM>1o16 TIP! • 3WCING rdl
<br />aIEDNO.
<br />IeMYW AMSIOR SPACMN AND IfY111M EDGE aSTMICE ARE MOIGIED OM iMe SCMmIRL MR E.D. LESS
<br />iNW Nplfl}D ON 901eD1AE REDUCE AMaIOR 5MG10 dY YIEWRTIp 1PACND SMO«M a/ SCNEDbtE i
<br />TIE FouDrFIO FAt70R3. FOR TIN OPOWDN ro i PoaseLL emlrEo arAraD OeTAAED LeRD FACTOR
<br />BIYL rDr N {SSG THAN YN9NY cv.rylD NaGLTLD COIN EACH AllblpR TIRE AT AW:,DN LLTE7D.
<br />AMIOMDR 71eE +/s1 '/'•e -'/~-'w�j�pE'-'/,•A----'/`•�
<br />_ ,a1N1. - e w� PYA-al ,elo-Nr
<br />1w AlooR war (d)
<br />a49wMserAo [.rr P,J 3 3 ] ] 3 3 +n
<br />W.1., o.rr e,.r 0•J 3 3 3 ,n 3 ,n 3 ,n
<br />RD%R BL OD= �SIRB} IEL�
<br />-
<br />Sln•
<br />1/r to.. 3/r LDIIO BRASS etLS/Rw «/
<br />41 TT 1/4-e-2ad' S.S. NS . a 1/Y O.C. FOI
<br />Mr4 LENGIIR UP m 5•-0' AND a 1/4' O.C.
<br />FOR LENGTHS 4P ro r-r Yw. OR F14-,0
<br />NNIS II FHWL 0 OR PANEUL TE PUG •
<br />,I 1/Y 0. C. WIN 1 ,n• W. TWWADED
<br />f'.
<br />1 PErIRNaION ro HEAVEN MR ALL LENGTHS LP
<br />r-r Ms..
<br />I
<br />1
<br />l 4)
<br />1
<br />I' .-. MGM`— � 1
<br />t
<br />Wima How
<br />1
<br />I
<br />I
<br />1
<br />I
<br />FOR W. 1
<br />SSPAUIDN I
<br />ro DUN. I
<br />I
<br />I
<br />I
<br />I
<br />ED# j !,
<br />� 1
<br />( I I
<br />1/.' IA. • S/r LONG SWAGS INISHAo
<br />W/ 1/4-• 204- $A YA, e a t/.• of
<br />FDA PANEL UENGINS w M V-0' ANDS
<br />1/4' O.C. FOR UD=HS UP TO e'-e' Ye..
<br />rw nAf ` OR 11a-10 NINEI3MIE FESMIL 0 OR
<br />e PAIELIMrz PLUS a 12 1n` 0. C ,TIN ,
<br />,n• Mn nettw= PORTMTDN AI
<br />AO'WOTH OF EM61Na• «ODD PUrz FOR
<br />ILL UENDTHS IP ro III lea
<br />DIRECT MOUNTING I STALLAXION
<br />Al TERHAT11VE!
<br />SCALE 3/6-1•
<br />INSTALLATION DETAILS FOR REGULAR PANELS A 1�1
<br />INTO EXISTING WOOD STRUCTURES
<br />-- W'UN1m NOW IIFAODL 1 /
<br />J 4
<br />r I
<br />I
<br />>r 1 -
<br />�� E0
<br />- EO
<br />L /
<br />3 i III
<br />Ulm ReD'r"m � I � � I 110CD N1ieD1
<br />I tl
<br />I S ALTERNAmE iw ALTERNATIVE SW
<br />1 � SCAIF 3/e.1' SCALE 3/M1'
<br />. Sttr1N19tlE1M0{At�7� • �
<br />ro DUBS. I 7Ne, 1 • ! I M�NtJt •� O.C. r _
<br />I E0T _ f
<br />( EO
<br />I EO
<br />1 I
<br />y
<br />I E0� DW EO
<br />1 1
<br />EO
<br />EO} AFatleeo
<br />Li/n'n r�i/�eti.'�T RooD PuaE 1'
<br />I®lM1m
<br />4 Ia,a mID Hui • r o.�
<br />• t/,Y VGA SCAL11f • {' OL e/
<br />--1 n- Yen Wte,Dm PtNE1,1Y10M ALTERNATIVE 3W ALTERNATIVE 4W
<br />2 • Purz • ,WOR' M •� SCALE 7/e-1 • SCALE 3/e.1
<br />REawnco ;
<br />AIK \LINT AIr. IitlTAl I A•lIAY NDTE : TRACKS ND 5.1Ge1/
<br />HCIISt
<br />i. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D- DESIGN LOADS
<br />UP TO +55.5, -72.0 PSf AND PANEL'S LENGTH UP TO 8'-8'
<br />2. FOR NEW 'MOOD FRAME CONSTRUCTOR: WOOD MEMBERS TO BE SOUTHERN
<br />I PINE NO. 2. W/ $PECIFlC DENSELY OF 0.55 OR EQUAL.
<br />'! NOTE FOR COYBTNAiION OF FCTIDNS.
<br />TOP @ BOTTOM MOUNTINGS CAN �
<br />I COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />Hurricane
<br />SIl1D5 O EVFJLV
<br />OVERLAP
<br />(12 1/2' O.C.)
<br />Tb HOLD PANEL
<br />ANCHOR ANCHOR
<br />OR DIRECT MOUNT i SPACING SPACING
<br />DETAIL I INSTALLATION (APPLICAIS TO SCHEDULE J)
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Al FOR
<br />INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />=iiiil■L�■■L'r■■VI■11■■■N�■■N
<br />Wee
<br />/\ /'\ /\ AITERMMTE /\ r�
<br />/4 SEE SEE I `-INTERIOR PANEL SEND PANEL
<br />OR B SCIEDIAE ' SCNEa1AE
<br />Fz FO1 --i-pJ FT21/ 3'
<br />YO.. ANCHOR NNt AMC"
<br />sPAcuG SPACING
<br />1'-3' Lin. '
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />SC/RE 3/Ir . 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,.s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />f�AaF Y TO eCMNtxR t k 2 N n FOR r[ OIEII PANEL.
<br />SriTEY ON SLEET 131. To
<br />Y �ASb. IrPOQ1 C MAP -CAR Ml1t�M AYRISMT[ COWS o PME1Wl[ rWf Y�CMMN�g I i .YJa11N 1'NES
<br />FaTNa��N,M. m � ro � m m ,rz � acaNNMtDN LLNaEN t• (n.)
<br />8• N/A N/A N/A a• N/A a' N/A 6' N/A 1 k 2 (TOP)
<br />SS.O, -72.0 Y• T B' B' 9' B" 9" 9' 9' B' t (BORgI) S'-0' OR tF55
<br />8' N/A N/A N/A g• N/A 8- N/A r N/A 1 k 2 (TOP)
<br />B' S' B' a' B' 7 1/2• 8• 9' 9' B' 1 (BOTTOM)
<br />e' N/A N/A N/A 6' N/A 6' N/A 8' N/A 1 t 2 (TOP)
<br />+SS.O J20 T-6' t0 8'-8'
<br />B' 4' B• g• 9' 6' 6' 6' e' 6' 1 (BORON) tM
<br />ILAIaDY LSD. I Imo • 5/e• rw. ANY tar a NWLQ txsE 1 fStLIO • r AM RDY TM OF AMC APPLICABLE TO
<br />DESIGN APCON SECn0r15 F t MAGNUM PANEL
<br />PwQwaE - - coNExNAno LENGTH 'L' (n.)
<br />MIND il. � iilEN
<br />+I9.2 -51.5 3• 3' 4 1/2' 4 1 2' 2 (BOTTOM) 7'-e• OR LESS
<br />+52.3 -Fi6.0 3' 3' {' 4' 2 (80170Y) T-6. OR LESS
<br />+5s.o -7z.o 2 1/2' 2 1/2' 4• 3 1/2' 2 (BOTTOM) r-e' DR -LESS
<br />+55.0 -72.0 2 1/2' 2 1/2' NJA N/A 2 (BOTTOM) 7'-8' TO B'-0•
<br />+55.0 -72.D N/A N/A J' I J' 2 (BOTTOM) 7'-B" TO
<br />.1A,aWIY Ran oDtrt Ya. nvn tae1N MIASMA �„ rNM¢
<br />R1M•Me Rose �• CAL) ro o,AN Oa,a111oN
<br />TWIN f>a eEemr)
<br />.NA. -nA W-r 3 3/.• ucalm
<br />SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110.
<br />1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl
<br />ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D
<br />SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS
<br />Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO
<br />NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD.
<br />NA1= lYR t/4: 7/4: 1/I•e
<br />TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91
<br />Ik A/IOlp RALWO 6.I 3 3 3 3 3 in
<br />•IvtwrrAa A) ] 3 ) 3 ]
<br />•+•••• a1r B.) 3 3 3 1n 3 1n •
<br />AGREE m OTeN 0.817f RILT.t
<br />3b
<br />r
<br />fm -.0 -.-
<br />�,3iQv'�}CENS�(•%�
<br />• ND.44187
<br />FLORIDA
<br />(VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8)
<br />APPLICABLE TO
<br />-
<br />11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ
<br />7 1/Y -
<br />AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR
<br />PRESSURE S[C1D16 I • MA410AN PANEL
<br />RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R)
<br />m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM
<br />BLOCK BLOCK ROrX ROOt ROat BLOCK
<br />6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP)
<br />B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON)
<br />9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP)
<br />B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON)
<br />SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8"
<br />� Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM)
<br />B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP)
<br />e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON)
<br />N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM)
<br />50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2•
<br />SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP)
<br />a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON)
<br />OR LESS 12'-4' OR LESS
<br />6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM)
<br />SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110.
<br />MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS
<br />IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY
<br />THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR
<br />SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0.
<br />AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4:
<br />-TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET
<br />Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to
<br />••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n
<br />1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n
<br />ITQIK LQ ERi I F A-C i O R a
<br />r n -
<br />3
<br />Hurricane
<br />INSTALLATION DETAILS FQR .REGULAR PANELS dE
<br />INTO EXISTING WOOD STRUCTURESIS Net IT
<br />14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS
<br />� e i/4-
<br />- TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro
<br />I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER
<br />)
<br />T 7
<br />!T'ON lxLO • I I O1Rr SAID • QOr all,0 •
<br />WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt
<br />REORRE6 REQUIRED
<br />]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN
<br />I I
<br />Bm e �
<br />rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ;
<br />ro ous ro ORBS, ro ,Ass.
<br />MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0
<br />NOTE t Se'
<br />(SEE NOTE i)(SEE NOIF 1)
<br />)lYs N/ 7/reM. EVgr OIEN EWT QfkX i
<br />� 507E sQE � a
<br />OF 1' OF 1' I NAM
<br />MI � � 111JI � 1lVf I
<br />rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r�
<br />CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN •
<br />I
<br />I ,
<br />,/a•r LAG SCREWS
<br />2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/
<br />li EADiD 2•
<br />REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7
<br />a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE
<br />nmuDEn PtrETtanoN • -
<br />YD won+ a PLMEN ATE � o c SCREWS �srADG w/
<br />N �AT REAM ()EDWDTNC OF PLATE - --. -_
<br />9GLE S/8�15/8-1-
<br />SQ4E 3/8-L' SLUE 3/5-1 '
<br />FIFO
<br />TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR
<br />AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND
<br />UP TD 12'-4•
<br />SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN
<br />N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL.
<br />TOP t BOTTOM MOUNTINGS CAN 8E
<br />COMBINED IN ANY WAY TO SCAR ANY
<br />INSTALLATION.
<br />BUILDINGINS Minn
<br />EQ
<br />ED
<br />on
<br />!L WOOD PLATE
<br />REQUIRED
<br />I
<br />0 CD
<br />INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM
<br />'/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES
<br />ICI 1 ,n YM. «eWADEo PDENY,+DN
<br />' ro ExaTaG Wood tEADEn
<br />II
<br />II QQ
<br />,
<br />_2.. EOE
<br />f_ I E01_ - OR
<br />' E°' E _
<br />I 1 EW E�
<br />REo"O�uEaoMfOE1
<br />I
<br />/a
<br />�° N RtMOODOumED�
<br />RING e!t/7� CVEIrr
<br />�° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2
<br />, I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF.
<br />(NT7D 70OJe 12 ,no°c
<br />GET. +ne
<br />I
<br />ON SHEET (Eat I
<br />FOR AroN
<br />ro I%ASS I r ECL-. (-
<br />1 m
<br />D I t-
<br />j ■000 wArz
<br />- - - I REaUE1m
<br />•' � & �a" ALTERNATIVE 3 ALTERNATIVE 4
<br />rRioUsem , LAD scNWs • e• as W/ + +n•
<br />IiL 7,AFIOm PENETRATION OR
<br />1/4'TO.m/s' LONG aRA>§ ■Ile1G r/
<br />-�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS
<br />rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +•
<br />11aL.Dm PENETRATION TO [Y415D WOOD
<br />T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt
<br />p on
<br />WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓
<br />ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:�
<br />= FLORIDA BUILDING CODE (High Velocity NuMcam IDm
<br />ND•
<br />2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«:
<br />,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To
<br />+sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e
<br />2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r
<br />POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut.
<br />y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176
<br />sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms
<br />W41D1`A �',N.. P.E ae ,MIY
<br />� BIQI ,5 R H
<br />i
<br />Vi Ca � }.
<br />U
<br />O
<br />N �
<br />N Q- O O
<br />o 0 � o Qi
<br />O
<br />L
<br />L
<br />1- � .c VJ Qpra
<br />N
<br />N � O
<br />O
<br />.- a ch
<br />z a X
<br />� � a
<br />i
<br />C •t
<br />U � �
<br />c � Y
<br />N
<br />Q E . Q
<br />o Aro`
<br />C
<br />QCIO L_
<br />U) Cn -II.,
<br />I�
<br />U
<br />O
<br />U'��/'�
<br />RI R� VM,
<br />Q
<br />Z
<br />Z
<br />Q
<br />0-
<br />SHEET N0.
<br />SH 1.1
<br />YAORAI AA.O. ILAI(YlY AlIC10R5 7MCND FOR ED. - ] 1/Y ••
<br />OEa1OI1 MR/A
<br />d TAP-pP CALK-N 14,IpAWE FDAYE D PAIIIlM1R P1115 9CC1
<br />N5 /% f YAMWY PAPEL
<br />RATING,) rocowcAErto�ToCONCRETE�mmrAn[�roaNCIeTEo��"DF,nONtom"t•(A.)
<br />WAWAB•M/AWAWAWAr WA N/A e' WA e• WA •' N/A 7 (TOP)
<br />r WA N/A M/A e' WA S' N/A 2 (eonou)
<br />+ssa. -7Eo r WA WA N/A e• WA e• WA e• N/A 7 A 4 ROP) r-a• ae LESS
<br />OW LESS _
<br />e' S. WA X/A e' a" a' e' a' e 3 (eonaY) 1
<br />e• N/A WA WA a- N/A a• N/A e• M/A 7 �)
<br />S. 3' WA WA e' +' e' 7 (eOTIDYJ
<br />WA N/A ,2 tn' a ,µ• tz +n• a t/4• a,/•' a t/.• a ,/: a ,/: s (roP/aoTrca) I
<br />SE[ 91QA t0 A f 1 FOR AIM>1o16 TIP! • 3WCING rdl
<br />aIEDNO.
<br />IeMYW AMSIOR SPACMN AND IfY111M EDGE aSTMICE ARE MOIGIED OM iMe SCMmIRL MR E.D. LESS
<br />iNW Nplfl}D ON 901eD1AE REDUCE AMaIOR 5MG10 dY YIEWRTIp 1PACND SMO«M a/ SCNEDbtE i
<br />TIE FouDrFIO FAt70R3. FOR TIN OPOWDN ro i PoaseLL emlrEo arAraD OeTAAED LeRD FACTOR
<br />BIYL rDr N {SSG THAN YN9NY cv.rylD NaGLTLD COIN EACH AllblpR TIRE AT AW:,DN LLTE7D.
<br />AMIOMDR 71eE +/s1 '/'•e -'/~-'w�j�pE'-'/,•A----'/`•�
<br />_ ,a1N1. - e w� PYA-al ,elo-Nr
<br />1w AlooR war (d)
<br />a49wMserAo [.rr P,J 3 3 ] ] 3 3 +n
<br />W.1., o.rr e,.r 0•J 3 3 3 ,n 3 ,n 3 ,n
<br />RD%R BL OD= �SIRB} IEL�
<br />-
<br />Sln•
<br />1/r to.. 3/r LDIIO BRASS etLS/Rw «/
<br />41 TT 1/4-e-2ad' S.S. NS . a 1/Y O.C. FOI
<br />Mr4 LENGIIR UP m 5•-0' AND a 1/4' O.C.
<br />FOR LENGTHS 4P ro r-r Yw. OR F14-,0
<br />NNIS II FHWL 0 OR PANEUL TE PUG •
<br />,I 1/Y 0. C. WIN 1 ,n• W. TWWADED
<br />f'.
<br />1 PErIRNaION ro HEAVEN MR ALL LENGTHS LP
<br />r-r Ms..
<br />I
<br />1
<br />l 4)
<br />1
<br />I' .-. MGM`— � 1
<br />t
<br />Wima How
<br />1
<br />I
<br />I
<br />1
<br />I
<br />FOR W. 1
<br />SSPAUIDN I
<br />ro DUN. I
<br />I
<br />I
<br />I
<br />I
<br />ED# j !,
<br />� 1
<br />( I I
<br />1/.' IA. • S/r LONG SWAGS INISHAo
<br />W/ 1/4-• 204- $A YA, e a t/.• of
<br />FDA PANEL UENGINS w M V-0' ANDS
<br />1/4' O.C. FOR UD=HS UP TO e'-e' Ye..
<br />rw nAf ` OR 11a-10 NINEI3MIE FESMIL 0 OR
<br />e PAIELIMrz PLUS a 12 1n` 0. C ,TIN ,
<br />,n• Mn nettw= PORTMTDN AI
<br />AO'WOTH OF EM61Na• «ODD PUrz FOR
<br />ILL UENDTHS IP ro III lea
<br />DIRECT MOUNTING I STALLAXION
<br />Al TERHAT11VE!
<br />SCALE 3/6-1•
<br />INSTALLATION DETAILS FOR REGULAR PANELS A 1�1
<br />INTO EXISTING WOOD STRUCTURES
<br />-- W'UN1m NOW IIFAODL 1 /
<br />J 4
<br />r I
<br />I
<br />>r 1 -
<br />�� E0
<br />- EO
<br />L /
<br />3 i III
<br />Ulm ReD'r"m � I � � I 110CD N1ieD1
<br />I tl
<br />I S ALTERNAmE iw ALTERNATIVE SW
<br />1 � SCAIF 3/e.1' SCALE 3/M1'
<br />. Sttr1N19tlE1M0{At�7� • �
<br />ro DUBS. I 7Ne, 1 • ! I M�NtJt •� O.C. r _
<br />I E0T _ f
<br />( EO
<br />I EO
<br />1 I
<br />y
<br />I E0� DW EO
<br />1 1
<br />EO
<br />EO} AFatleeo
<br />Li/n'n r�i/�eti.'�T RooD PuaE 1'
<br />I®lM1m
<br />4 Ia,a mID Hui • r o.�
<br />• t/,Y VGA SCAL11f • {' OL e/
<br />--1 n- Yen Wte,Dm PtNE1,1Y10M ALTERNATIVE 3W ALTERNATIVE 4W
<br />2 • Purz • ,WOR' M •� SCALE 7/e-1 • SCALE 3/e.1
<br />REawnco ;
<br />AIK \LINT AIr. IitlTAl I A•lIAY NDTE : TRACKS ND 5.1Ge1/
<br />HCIISt
<br />i. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D- DESIGN LOADS
<br />UP TO +55.5, -72.0 PSf AND PANEL'S LENGTH UP TO 8'-8'
<br />2. FOR NEW 'MOOD FRAME CONSTRUCTOR: WOOD MEMBERS TO BE SOUTHERN
<br />I PINE NO. 2. W/ $PECIFlC DENSELY OF 0.55 OR EQUAL.
<br />'! NOTE FOR COYBTNAiION OF FCTIDNS.
<br />TOP @ BOTTOM MOUNTINGS CAN �
<br />I COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />Hurricane
<br />SIl1D5 O EVFJLV
<br />OVERLAP
<br />(12 1/2' O.C.)
<br />Tb HOLD PANEL
<br />ANCHOR ANCHOR
<br />OR DIRECT MOUNT i SPACING SPACING
<br />DETAIL I INSTALLATION (APPLICAIS TO SCHEDULE J)
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Al FOR
<br />INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />=iiiil■L�■■L'r■■VI■11■■■N�■■N
<br />Wee
<br />/\ /'\ /\ AITERMMTE /\ r�
<br />/4 SEE SEE I `-INTERIOR PANEL SEND PANEL
<br />OR B SCIEDIAE ' SCNEa1AE
<br />Fz FO1 --i-pJ FT21/ 3'
<br />YO.. ANCHOR NNt AMC"
<br />sPAcuG SPACING
<br />1'-3' Lin. '
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />SC/RE 3/Ir . 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,.s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />f�AaF Y TO eCMNtxR t k 2 N n FOR r[ OIEII PANEL.
<br />SriTEY ON SLEET 131. To
<br />Y �ASb. IrPOQ1 C MAP -CAR Ml1t�M AYRISMT[ COWS o PME1Wl[ rWf Y�CMMN�g I i .YJa11N 1'NES
<br />FaTNa��N,M. m � ro � m m ,rz � acaNNMtDN LLNaEN t• (n.)
<br />8• N/A N/A N/A a• N/A a' N/A 6' N/A 1 k 2 (TOP)
<br />SS.O, -72.0 Y• T B' B' 9' B" 9" 9' 9' B' t (BORgI) S'-0' OR tF55
<br />8' N/A N/A N/A g• N/A 8- N/A r N/A 1 k 2 (TOP)
<br />B' S' B' a' B' 7 1/2• 8• 9' 9' B' 1 (BOTTOM)
<br />e' N/A N/A N/A 6' N/A 6' N/A 8' N/A 1 t 2 (TOP)
<br />+SS.O J20 T-6' t0 8'-8'
<br />B' 4' B• g• 9' 6' 6' 6' e' 6' 1 (BORON) tM
<br />ILAIaDY LSD. I Imo • 5/e• rw. ANY tar a NWLQ txsE 1 fStLIO • r AM RDY TM OF AMC APPLICABLE TO
<br />DESIGN APCON SECn0r15 F t MAGNUM PANEL
<br />PwQwaE - - coNExNAno LENGTH 'L' (n.)
<br />MIND il. � iilEN
<br />+I9.2 -51.5 3• 3' 4 1/2' 4 1 2' 2 (BOTTOM) 7'-e• OR LESS
<br />+52.3 -Fi6.0 3' 3' {' 4' 2 (80170Y) T-6. OR LESS
<br />+5s.o -7z.o 2 1/2' 2 1/2' 4• 3 1/2' 2 (BOTTOM) r-e' DR -LESS
<br />+55.0 -72.0 2 1/2' 2 1/2' NJA N/A 2 (BOTTOM) 7'-8' TO B'-0•
<br />+55.0 -72.D N/A N/A J' I J' 2 (BOTTOM) 7'-B" TO
<br />.1A,aWIY Ran oDtrt Ya. nvn tae1N MIASMA �„ rNM¢
<br />R1M•Me Rose �• CAL) ro o,AN Oa,a111oN
<br />TWIN f>a eEemr)
<br />.NA. -nA W-r 3 3/.• ucalm
<br />SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110.
<br />1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl
<br />ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D
<br />SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS
<br />Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO
<br />NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD.
<br />NA1= lYR t/4: 7/4: 1/I•e
<br />TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91
<br />Ik A/IOlp RALWO 6.I 3 3 3 3 3 in
<br />•IvtwrrAa A) ] 3 ) 3 ]
<br />•+•••• a1r B.) 3 3 3 1n 3 1n •
<br />AGREE m OTeN 0.817f RILT.t
<br />3b
<br />r
<br />fm -.0 -.-
<br />�,3iQv'�}CENS�(•%�
<br />• ND.44187
<br />FLORIDA
<br />(VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8)
<br />APPLICABLE TO
<br />-
<br />11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ
<br />7 1/Y -
<br />AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR
<br />PRESSURE S[C1D16 I • MA410AN PANEL
<br />RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R)
<br />m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM
<br />BLOCK BLOCK ROrX ROOt ROat BLOCK
<br />6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP)
<br />B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON)
<br />9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP)
<br />B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON)
<br />SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8"
<br />� Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM)
<br />B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP)
<br />e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON)
<br />N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM)
<br />50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2•
<br />SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP)
<br />a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON)
<br />OR LESS 12'-4' OR LESS
<br />6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM)
<br />SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110.
<br />MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS
<br />IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY
<br />THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR
<br />SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0.
<br />AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4:
<br />-TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET
<br />Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to
<br />••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n
<br />1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n
<br />ITQIK LQ ERi I F A-C i O R a
<br />r n -
<br />3
<br />Hurricane
<br />INSTALLATION DETAILS FQR .REGULAR PANELS dE
<br />INTO EXISTING WOOD STRUCTURESIS Net IT
<br />14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS
<br />� e i/4-
<br />- TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro
<br />I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER
<br />)
<br />T 7
<br />!T'ON lxLO • I I O1Rr SAID • QOr all,0 •
<br />WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt
<br />REORRE6 REQUIRED
<br />]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN
<br />I I
<br />Bm e �
<br />rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ;
<br />ro ous ro ORBS, ro ,Ass.
<br />MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0
<br />NOTE t Se'
<br />(SEE NOTE i)(SEE NOIF 1)
<br />)lYs N/ 7/reM. EVgr OIEN EWT QfkX i
<br />� 507E sQE � a
<br />OF 1' OF 1' I NAM
<br />MI � � 111JI � 1lVf I
<br />rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r�
<br />CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN •
<br />I
<br />I ,
<br />,/a•r LAG SCREWS
<br />2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/
<br />li EADiD 2•
<br />REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7
<br />a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE
<br />nmuDEn PtrETtanoN • -
<br />YD won+ a PLMEN ATE � o c SCREWS �srADG w/
<br />N �AT REAM ()EDWDTNC OF PLATE - --. -_
<br />9GLE S/8�15/8-1-
<br />SQ4E 3/8-L' SLUE 3/5-1 '
<br />FIFO
<br />TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR
<br />AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND
<br />UP TD 12'-4•
<br />SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN
<br />N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL.
<br />TOP t BOTTOM MOUNTINGS CAN 8E
<br />COMBINED IN ANY WAY TO SCAR ANY
<br />INSTALLATION.
<br />BUILDINGINS Minn
<br />EQ
<br />ED
<br />on
<br />!L WOOD PLATE
<br />REQUIRED
<br />I
<br />0 CD
<br />INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM
<br />'/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES
<br />ICI 1 ,n YM. «eWADEo PDENY,+DN
<br />' ro ExaTaG Wood tEADEn
<br />II
<br />II QQ
<br />,
<br />_2.. EOE
<br />f_ I E01_ - OR
<br />' E°' E _
<br />I 1 EW E�
<br />REo"O�uEaoMfOE1
<br />I
<br />/a
<br />�° N RtMOODOumED�
<br />RING e!t/7� CVEIrr
<br />�° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2
<br />, I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF.
<br />(NT7D 70OJe 12 ,no°c
<br />GET. +ne
<br />I
<br />ON SHEET (Eat I
<br />FOR AroN
<br />ro I%ASS I r ECL-. (-
<br />1 m
<br />D I t-
<br />j ■000 wArz
<br />- - - I REaUE1m
<br />•' � & �a" ALTERNATIVE 3 ALTERNATIVE 4
<br />rRioUsem , LAD scNWs • e• as W/ + +n•
<br />IiL 7,AFIOm PENETRATION OR
<br />1/4'TO.m/s' LONG aRA>§ ■Ile1G r/
<br />-�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS
<br />rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +•
<br />11aL.Dm PENETRATION TO [Y415D WOOD
<br />T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt
<br />p on
<br />WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓
<br />ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:�
<br />= FLORIDA BUILDING CODE (High Velocity NuMcam IDm
<br />ND•
<br />2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«:
<br />,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To
<br />+sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e
<br />2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r
<br />POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut.
<br />y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176
<br />sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms
<br />W41D1`A �',N.. P.E ae ,MIY
<br />� BIQI ,5 R H
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<br />RI R� VM,
<br />Q
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<br />0-
<br />SHEET N0.
<br />SH 1.1
<br />SE[ 91QA t0 A f 1 FOR AIM>1o16 TIP! • 3WCING rdl
<br />aIEDNO.
<br />IeMYW AMSIOR SPACMN AND IfY111M EDGE aSTMICE ARE MOIGIED OM iMe SCMmIRL MR E.D. LESS
<br />iNW Nplfl}D ON 901eD1AE REDUCE AMaIOR 5MG10 dY YIEWRTIp 1PACND SMO«M a/ SCNEDbtE i
<br />TIE FouDrFIO FAt70R3. FOR TIN OPOWDN ro i PoaseLL emlrEo arAraD OeTAAED LeRD FACTOR
<br />BIYL rDr N {SSG THAN YN9NY cv.rylD NaGLTLD COIN EACH AllblpR TIRE AT AW:,DN LLTE7D.
<br />AMIOMDR 71eE +/s1 '/'•e -'/~-'w�j�pE'-'/,•A----'/`•�
<br />_ ,a1N1. - e w� PYA-al ,elo-Nr
<br />1w AlooR war (d)
<br />a49wMserAo [.rr P,J 3 3 ] ] 3 3 +n
<br />W.1., o.rr e,.r 0•J 3 3 3 ,n 3 ,n 3 ,n
<br />RD%R BL OD= �SIRB} IEL�
<br />-
<br />Sln•
<br />1/r to.. 3/r LDIIO BRASS etLS/Rw «/
<br />41 TT 1/4-e-2ad' S.S. NS . a 1/Y O.C. FOI
<br />Mr4 LENGIIR UP m 5•-0' AND a 1/4' O.C.
<br />FOR LENGTHS 4P ro r-r Yw. OR F14-,0
<br />NNIS II FHWL 0 OR PANEUL TE PUG •
<br />,I 1/Y 0. C. WIN 1 ,n• W. TWWADED
<br />f'.
<br />1 PErIRNaION ro HEAVEN MR ALL LENGTHS LP
<br />r-r Ms..
<br />I
<br />1
<br />l 4)
<br />1
<br />I' .-. MGM`— � 1
<br />t
<br />Wima How
<br />1
<br />I
<br />I
<br />1
<br />I
<br />FOR W. 1
<br />SSPAUIDN I
<br />ro DUN. I
<br />I
<br />I
<br />I
<br />I
<br />ED# j !,
<br />� 1
<br />( I I
<br />1/.' IA. • S/r LONG SWAGS INISHAo
<br />W/ 1/4-• 204- $A YA, e a t/.• of
<br />FDA PANEL UENGINS w M V-0' ANDS
<br />1/4' O.C. FOR UD=HS UP TO e'-e' Ye..
<br />rw nAf ` OR 11a-10 NINEI3MIE FESMIL 0 OR
<br />e PAIELIMrz PLUS a 12 1n` 0. C ,TIN ,
<br />,n• Mn nettw= PORTMTDN AI
<br />AO'WOTH OF EM61Na• «ODD PUrz FOR
<br />ILL UENDTHS IP ro III lea
<br />DIRECT MOUNTING I STALLAXION
<br />Al TERHAT11VE!
<br />SCALE 3/6-1•
<br />INSTALLATION DETAILS FOR REGULAR PANELS A 1�1
<br />INTO EXISTING WOOD STRUCTURES
<br />-- W'UN1m NOW IIFAODL 1 /
<br />J 4
<br />r I
<br />I
<br />>r 1 -
<br />�� E0
<br />- EO
<br />L /
<br />3 i III
<br />Ulm ReD'r"m � I � � I 110CD N1ieD1
<br />I tl
<br />I S ALTERNAmE iw ALTERNATIVE SW
<br />1 � SCAIF 3/e.1' SCALE 3/M1'
<br />. Sttr1N19tlE1M0{At�7� • �
<br />ro DUBS. I 7Ne, 1 • ! I M�NtJt •� O.C. r _
<br />I E0T _ f
<br />( EO
<br />I EO
<br />1 I
<br />y
<br />I E0� DW EO
<br />1 1
<br />EO
<br />EO} AFatleeo
<br />Li/n'n r�i/�eti.'�T RooD PuaE 1'
<br />I®lM1m
<br />4 Ia,a mID Hui • r o.�
<br />• t/,Y VGA SCAL11f • {' OL e/
<br />--1 n- Yen Wte,Dm PtNE1,1Y10M ALTERNATIVE 3W ALTERNATIVE 4W
<br />2 • Purz • ,WOR' M •� SCALE 7/e-1 • SCALE 3/e.1
<br />REawnco ;
<br />AIK \LINT AIr. IitlTAl I A•lIAY NDTE : TRACKS ND 5.1Ge1/
<br />HCIISt
<br />i. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D- DESIGN LOADS
<br />UP TO +55.5, -72.0 PSf AND PANEL'S LENGTH UP TO 8'-8'
<br />2. FOR NEW 'MOOD FRAME CONSTRUCTOR: WOOD MEMBERS TO BE SOUTHERN
<br />I PINE NO. 2. W/ $PECIFlC DENSELY OF 0.55 OR EQUAL.
<br />'! NOTE FOR COYBTNAiION OF FCTIDNS.
<br />TOP @ BOTTOM MOUNTINGS CAN �
<br />I COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />Hurricane
<br />SIl1D5 O EVFJLV
<br />OVERLAP
<br />(12 1/2' O.C.)
<br />Tb HOLD PANEL
<br />ANCHOR ANCHOR
<br />OR DIRECT MOUNT i SPACING SPACING
<br />DETAIL I INSTALLATION (APPLICAIS TO SCHEDULE J)
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Al FOR
<br />INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />=iiiil■L�■■L'r■■VI■11■■■N�■■N
<br />Wee
<br />/\ /'\ /\ AITERMMTE /\ r�
<br />/4 SEE SEE I `-INTERIOR PANEL SEND PANEL
<br />OR B SCIEDIAE ' SCNEa1AE
<br />Fz FO1 --i-pJ FT21/ 3'
<br />YO.. ANCHOR NNt AMC"
<br />sPAcuG SPACING
<br />1'-3' Lin. '
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />SC/RE 3/Ir . 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,.s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />f�AaF Y TO eCMNtxR t k 2 N n FOR r[ OIEII PANEL.
<br />SriTEY ON SLEET 131. To
<br />Y �ASb. IrPOQ1 C MAP -CAR Ml1t�M AYRISMT[ COWS o PME1Wl[ rWf Y�CMMN�g I i .YJa11N 1'NES
<br />FaTNa��N,M. m � ro � m m ,rz � acaNNMtDN LLNaEN t• (n.)
<br />8• N/A N/A N/A a• N/A a' N/A 6' N/A 1 k 2 (TOP)
<br />SS.O, -72.0 Y• T B' B' 9' B" 9" 9' 9' B' t (BORgI) S'-0' OR tF55
<br />8' N/A N/A N/A g• N/A 8- N/A r N/A 1 k 2 (TOP)
<br />B' S' B' a' B' 7 1/2• 8• 9' 9' B' 1 (BOTTOM)
<br />e' N/A N/A N/A 6' N/A 6' N/A 8' N/A 1 t 2 (TOP)
<br />+SS.O J20 T-6' t0 8'-8'
<br />B' 4' B• g• 9' 6' 6' 6' e' 6' 1 (BORON) tM
<br />ILAIaDY LSD. I Imo • 5/e• rw. ANY tar a NWLQ txsE 1 fStLIO • r AM RDY TM OF AMC APPLICABLE TO
<br />DESIGN APCON SECn0r15 F t MAGNUM PANEL
<br />PwQwaE - - coNExNAno LENGTH 'L' (n.)
<br />MIND il. � iilEN
<br />+I9.2 -51.5 3• 3' 4 1/2' 4 1 2' 2 (BOTTOM) 7'-e• OR LESS
<br />+52.3 -Fi6.0 3' 3' {' 4' 2 (80170Y) T-6. OR LESS
<br />+5s.o -7z.o 2 1/2' 2 1/2' 4• 3 1/2' 2 (BOTTOM) r-e' DR -LESS
<br />+55.0 -72.0 2 1/2' 2 1/2' NJA N/A 2 (BOTTOM) 7'-8' TO B'-0•
<br />+55.0 -72.D N/A N/A J' I J' 2 (BOTTOM) 7'-B" TO
<br />.1A,aWIY Ran oDtrt Ya. nvn tae1N MIASMA �„ rNM¢
<br />R1M•Me Rose �• CAL) ro o,AN Oa,a111oN
<br />TWIN f>a eEemr)
<br />.NA. -nA W-r 3 3/.• ucalm
<br />SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110.
<br />1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl
<br />ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D
<br />SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS
<br />Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO
<br />NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD.
<br />NA1= lYR t/4: 7/4: 1/I•e
<br />TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91
<br />Ik A/IOlp RALWO 6.I 3 3 3 3 3 in
<br />•IvtwrrAa A) ] 3 ) 3 ]
<br />•+•••• a1r B.) 3 3 3 1n 3 1n •
<br />AGREE m OTeN 0.817f RILT.t
<br />3b
<br />r
<br />fm -.0 -.-
<br />�,3iQv'�}CENS�(•%�
<br />• ND.44187
<br />FLORIDA
<br />(VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8)
<br />APPLICABLE TO
<br />-
<br />11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ
<br />7 1/Y -
<br />AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR
<br />PRESSURE S[C1D16 I • MA410AN PANEL
<br />RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R)
<br />m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM
<br />BLOCK BLOCK ROrX ROOt ROat BLOCK
<br />6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP)
<br />B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON)
<br />9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP)
<br />B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON)
<br />SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8"
<br />� Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM)
<br />B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP)
<br />e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON)
<br />N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM)
<br />50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2•
<br />SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP)
<br />a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON)
<br />OR LESS 12'-4' OR LESS
<br />6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM)
<br />SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110.
<br />MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS
<br />IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY
<br />THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR
<br />SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0.
<br />AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4:
<br />-TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET
<br />Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to
<br />••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n
<br />1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n
<br />ITQIK LQ ERi I F A-C i O R a
<br />r n -
<br />3
<br />Hurricane
<br />INSTALLATION DETAILS FQR .REGULAR PANELS dE
<br />INTO EXISTING WOOD STRUCTURESIS Net IT
<br />14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS
<br />� e i/4-
<br />- TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro
<br />I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER
<br />)
<br />T 7
<br />!T'ON lxLO • I I O1Rr SAID • QOr all,0 •
<br />WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt
<br />REORRE6 REQUIRED
<br />]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN
<br />I I
<br />Bm e �
<br />rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ;
<br />ro ous ro ORBS, ro ,Ass.
<br />MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0
<br />NOTE t Se'
<br />(SEE NOTE i)(SEE NOIF 1)
<br />)lYs N/ 7/reM. EVgr OIEN EWT QfkX i
<br />� 507E sQE � a
<br />OF 1' OF 1' I NAM
<br />MI � � 111JI � 1lVf I
<br />rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r�
<br />CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN •
<br />I
<br />I ,
<br />,/a•r LAG SCREWS
<br />2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/
<br />li EADiD 2•
<br />REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7
<br />a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE
<br />nmuDEn PtrETtanoN • -
<br />YD won+ a PLMEN ATE � o c SCREWS �srADG w/
<br />N �AT REAM ()EDWDTNC OF PLATE - --. -_
<br />9GLE S/8�15/8-1-
<br />SQ4E 3/8-L' SLUE 3/5-1 '
<br />FIFO
<br />TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR
<br />AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND
<br />UP TD 12'-4•
<br />SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN
<br />N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL.
<br />TOP t BOTTOM MOUNTINGS CAN 8E
<br />COMBINED IN ANY WAY TO SCAR ANY
<br />INSTALLATION.
<br />BUILDINGINS Minn
<br />EQ
<br />ED
<br />on
<br />!L WOOD PLATE
<br />REQUIRED
<br />I
<br />0 CD
<br />INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM
<br />'/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES
<br />ICI 1 ,n YM. «eWADEo PDENY,+DN
<br />' ro ExaTaG Wood tEADEn
<br />II
<br />II QQ
<br />,
<br />_2.. EOE
<br />f_ I E01_ - OR
<br />' E°' E _
<br />I 1 EW E�
<br />REo"O�uEaoMfOE1
<br />I
<br />/a
<br />�° N RtMOODOumED�
<br />RING e!t/7� CVEIrr
<br />�° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2
<br />, I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF.
<br />(NT7D 70OJe 12 ,no°c
<br />GET. +ne
<br />I
<br />ON SHEET (Eat I
<br />FOR AroN
<br />ro I%ASS I r ECL-. (-
<br />1 m
<br />D I t-
<br />j ■000 wArz
<br />- - - I REaUE1m
<br />•' � & �a" ALTERNATIVE 3 ALTERNATIVE 4
<br />rRioUsem , LAD scNWs • e• as W/ + +n•
<br />IiL 7,AFIOm PENETRATION OR
<br />1/4'TO.m/s' LONG aRA>§ ■Ile1G r/
<br />-�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS
<br />rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +•
<br />11aL.Dm PENETRATION TO [Y415D WOOD
<br />T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt
<br />p on
<br />WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓
<br />ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:�
<br />= FLORIDA BUILDING CODE (High Velocity NuMcam IDm
<br />ND•
<br />2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«:
<br />,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To
<br />+sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e
<br />2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r
<br />POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut.
<br />y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176
<br />sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms
<br />W41D1`A �',N.. P.E ae ,MIY
<br />� BIQI ,5 R H
<br />i
<br />Vi Ca � }.
<br />U
<br />O
<br />N �
<br />N Q- O O
<br />o 0 � o Qi
<br />O
<br />L
<br />L
<br />1- � .c VJ Qpra
<br />N
<br />N � O
<br />O
<br />.- a ch
<br />z a X
<br />� � a
<br />i
<br />C •t
<br />U � �
<br />c � Y
<br />N
<br />Q E . Q
<br />o Aro`
<br />C
<br />QCIO L_
<br />U) Cn -II.,
<br />I�
<br />U
<br />O
<br />U'��/'�
<br />RI R� VM,
<br />Q
<br />Z
<br />Z
<br />Q
<br />0-
<br />SHEET N0.
<br />SH 1.1
<br />1/r to.. 3/r LDIIO BRASS etLS/Rw «/
<br />41 TT 1/4-e-2ad' S.S. NS . a 1/Y O.C. FOI
<br />Mr4 LENGIIR UP m 5•-0' AND a 1/4' O.C.
<br />FOR LENGTHS 4P ro r-r Yw. OR F14-,0
<br />NNIS II FHWL 0 OR PANEUL TE PUG •
<br />,I 1/Y 0. C. WIN 1 ,n• W. TWWADED
<br />f'.
<br />1 PErIRNaION ro HEAVEN MR ALL LENGTHS LP
<br />r-r Ms..
<br />I
<br />1
<br />l 4)
<br />1
<br />I' .-. MGM`— � 1
<br />t
<br />Wima How
<br />1
<br />I
<br />I
<br />1
<br />I
<br />FOR W. 1
<br />SSPAUIDN I
<br />ro DUN. I
<br />I
<br />I
<br />I
<br />I
<br />ED# j !,
<br />� 1
<br />( I I
<br />1/.' IA. • S/r LONG SWAGS INISHAo
<br />W/ 1/4-• 204- $A YA, e a t/.• of
<br />FDA PANEL UENGINS w M V-0' ANDS
<br />1/4' O.C. FOR UD=HS UP TO e'-e' Ye..
<br />rw nAf ` OR 11a-10 NINEI3MIE FESMIL 0 OR
<br />e PAIELIMrz PLUS a 12 1n` 0. C ,TIN ,
<br />,n• Mn nettw= PORTMTDN AI
<br />AO'WOTH OF EM61Na• «ODD PUrz FOR
<br />ILL UENDTHS IP ro III lea
<br />DIRECT MOUNTING I STALLAXION
<br />Al TERHAT11VE!
<br />SCALE 3/6-1•
<br />INSTALLATION DETAILS FOR REGULAR PANELS A 1�1
<br />INTO EXISTING WOOD STRUCTURES
<br />-- W'UN1m NOW IIFAODL 1 /
<br />J 4
<br />r I
<br />I
<br />>r 1 -
<br />�� E0
<br />- EO
<br />L /
<br />3 i III
<br />Ulm ReD'r"m � I � � I 110CD N1ieD1
<br />I tl
<br />I S ALTERNAmE iw ALTERNATIVE SW
<br />1 � SCAIF 3/e.1' SCALE 3/M1'
<br />. Sttr1N19tlE1M0{At�7� • �
<br />ro DUBS. I 7Ne, 1 • ! I M�NtJt •� O.C. r _
<br />I E0T _ f
<br />( EO
<br />I EO
<br />1 I
<br />y
<br />I E0� DW EO
<br />1 1
<br />EO
<br />EO} AFatleeo
<br />Li/n'n r�i/�eti.'�T RooD PuaE 1'
<br />I®lM1m
<br />4 Ia,a mID Hui • r o.�
<br />• t/,Y VGA SCAL11f • {' OL e/
<br />--1 n- Yen Wte,Dm PtNE1,1Y10M ALTERNATIVE 3W ALTERNATIVE 4W
<br />2 • Purz • ,WOR' M •� SCALE 7/e-1 • SCALE 3/e.1
<br />REawnco ;
<br />AIK \LINT AIr. IitlTAl I A•lIAY NDTE : TRACKS ND 5.1Ge1/
<br />HCIISt
<br />i. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D- DESIGN LOADS
<br />UP TO +55.5, -72.0 PSf AND PANEL'S LENGTH UP TO 8'-8'
<br />2. FOR NEW 'MOOD FRAME CONSTRUCTOR: WOOD MEMBERS TO BE SOUTHERN
<br />I PINE NO. 2. W/ $PECIFlC DENSELY OF 0.55 OR EQUAL.
<br />'! NOTE FOR COYBTNAiION OF FCTIDNS.
<br />TOP @ BOTTOM MOUNTINGS CAN �
<br />I COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />Hurricane
<br />SIl1D5 O EVFJLV
<br />OVERLAP
<br />(12 1/2' O.C.)
<br />Tb HOLD PANEL
<br />ANCHOR ANCHOR
<br />OR DIRECT MOUNT i SPACING SPACING
<br />DETAIL I INSTALLATION (APPLICAIS TO SCHEDULE J)
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Al FOR
<br />INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />=iiiil■L�■■L'r■■VI■11■■■N�■■N
<br />Wee
<br />/\ /'\ /\ AITERMMTE /\ r�
<br />/4 SEE SEE I `-INTERIOR PANEL SEND PANEL
<br />OR B SCIEDIAE ' SCNEa1AE
<br />Fz FO1 --i-pJ FT21/ 3'
<br />YO.. ANCHOR NNt AMC"
<br />sPAcuG SPACING
<br />1'-3' Lin. '
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />SC/RE 3/Ir . 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,.s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />f�AaF Y TO eCMNtxR t k 2 N n FOR r[ OIEII PANEL.
<br />SriTEY ON SLEET 131. To
<br />Y �ASb. IrPOQ1 C MAP -CAR Ml1t�M AYRISMT[ COWS o PME1Wl[ rWf Y�CMMN�g I i .YJa11N 1'NES
<br />FaTNa��N,M. m � ro � m m ,rz � acaNNMtDN LLNaEN t• (n.)
<br />8• N/A N/A N/A a• N/A a' N/A 6' N/A 1 k 2 (TOP)
<br />SS.O, -72.0 Y• T B' B' 9' B" 9" 9' 9' B' t (BORgI) S'-0' OR tF55
<br />8' N/A N/A N/A g• N/A 8- N/A r N/A 1 k 2 (TOP)
<br />B' S' B' a' B' 7 1/2• 8• 9' 9' B' 1 (BOTTOM)
<br />e' N/A N/A N/A 6' N/A 6' N/A 8' N/A 1 t 2 (TOP)
<br />+SS.O J20 T-6' t0 8'-8'
<br />B' 4' B• g• 9' 6' 6' 6' e' 6' 1 (BORON) tM
<br />ILAIaDY LSD. I Imo • 5/e• rw. ANY tar a NWLQ txsE 1 fStLIO • r AM RDY TM OF AMC APPLICABLE TO
<br />DESIGN APCON SECn0r15 F t MAGNUM PANEL
<br />PwQwaE - - coNExNAno LENGTH 'L' (n.)
<br />MIND il. � iilEN
<br />+I9.2 -51.5 3• 3' 4 1/2' 4 1 2' 2 (BOTTOM) 7'-e• OR LESS
<br />+52.3 -Fi6.0 3' 3' {' 4' 2 (80170Y) T-6. OR LESS
<br />+5s.o -7z.o 2 1/2' 2 1/2' 4• 3 1/2' 2 (BOTTOM) r-e' DR -LESS
<br />+55.0 -72.0 2 1/2' 2 1/2' NJA N/A 2 (BOTTOM) 7'-8' TO B'-0•
<br />+55.0 -72.D N/A N/A J' I J' 2 (BOTTOM) 7'-B" TO
<br />.1A,aWIY Ran oDtrt Ya. nvn tae1N MIASMA �„ rNM¢
<br />R1M•Me Rose �• CAL) ro o,AN Oa,a111oN
<br />TWIN f>a eEemr)
<br />.NA. -nA W-r 3 3/.• ucalm
<br />SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110.
<br />1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl
<br />ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D
<br />SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS
<br />Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO
<br />NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD.
<br />NA1= lYR t/4: 7/4: 1/I•e
<br />TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91
<br />Ik A/IOlp RALWO 6.I 3 3 3 3 3 in
<br />•IvtwrrAa A) ] 3 ) 3 ]
<br />•+•••• a1r B.) 3 3 3 1n 3 1n •
<br />AGREE m OTeN 0.817f RILT.t
<br />3b
<br />r
<br />fm -.0 -.-
<br />�,3iQv'�}CENS�(•%�
<br />• ND.44187
<br />FLORIDA
<br />(VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8)
<br />APPLICABLE TO
<br />-
<br />11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ
<br />7 1/Y -
<br />AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR
<br />PRESSURE S[C1D16 I • MA410AN PANEL
<br />RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R)
<br />m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM
<br />BLOCK BLOCK ROrX ROOt ROat BLOCK
<br />6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP)
<br />B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON)
<br />9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP)
<br />B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON)
<br />SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8"
<br />� Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM)
<br />B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP)
<br />e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON)
<br />N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM)
<br />50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2•
<br />SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP)
<br />a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON)
<br />OR LESS 12'-4' OR LESS
<br />6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM)
<br />SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110.
<br />MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS
<br />IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY
<br />THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR
<br />SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0.
<br />AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4:
<br />-TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET
<br />Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to
<br />••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n
<br />1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n
<br />ITQIK LQ ERi I F A-C i O R a
<br />r n -
<br />3
<br />Hurricane
<br />INSTALLATION DETAILS FQR .REGULAR PANELS dE
<br />INTO EXISTING WOOD STRUCTURESIS Net IT
<br />14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS
<br />� e i/4-
<br />- TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro
<br />I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER
<br />)
<br />T 7
<br />!T'ON lxLO • I I O1Rr SAID • QOr all,0 •
<br />WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt
<br />REORRE6 REQUIRED
<br />]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN
<br />I I
<br />Bm e �
<br />rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ;
<br />ro ous ro ORBS, ro ,Ass.
<br />MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0
<br />NOTE t Se'
<br />(SEE NOTE i)(SEE NOIF 1)
<br />)lYs N/ 7/reM. EVgr OIEN EWT QfkX i
<br />� 507E sQE � a
<br />OF 1' OF 1' I NAM
<br />MI � � 111JI � 1lVf I
<br />rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r�
<br />CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN •
<br />I
<br />I ,
<br />,/a•r LAG SCREWS
<br />2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/
<br />li EADiD 2•
<br />REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7
<br />a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE
<br />nmuDEn PtrETtanoN • -
<br />YD won+ a PLMEN ATE � o c SCREWS �srADG w/
<br />N �AT REAM ()EDWDTNC OF PLATE - --. -_
<br />9GLE S/8�15/8-1-
<br />SQ4E 3/8-L' SLUE 3/5-1 '
<br />FIFO
<br />TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR
<br />AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND
<br />UP TD 12'-4•
<br />SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN
<br />N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL.
<br />TOP t BOTTOM MOUNTINGS CAN 8E
<br />COMBINED IN ANY WAY TO SCAR ANY
<br />INSTALLATION.
<br />BUILDINGINS Minn
<br />EQ
<br />ED
<br />on
<br />!L WOOD PLATE
<br />REQUIRED
<br />I
<br />0 CD
<br />INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM
<br />'/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES
<br />ICI 1 ,n YM. «eWADEo PDENY,+DN
<br />' ro ExaTaG Wood tEADEn
<br />II
<br />II QQ
<br />,
<br />_2.. EOE
<br />f_ I E01_ - OR
<br />' E°' E _
<br />I 1 EW E�
<br />REo"O�uEaoMfOE1
<br />I
<br />/a
<br />�° N RtMOODOumED�
<br />RING e!t/7� CVEIrr
<br />�° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2
<br />, I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF.
<br />(NT7D 70OJe 12 ,no°c
<br />GET. +ne
<br />I
<br />ON SHEET (Eat I
<br />FOR AroN
<br />ro I%ASS I r ECL-. (-
<br />1 m
<br />D I t-
<br />j ■000 wArz
<br />- - - I REaUE1m
<br />•' � & �a" ALTERNATIVE 3 ALTERNATIVE 4
<br />rRioUsem , LAD scNWs • e• as W/ + +n•
<br />IiL 7,AFIOm PENETRATION OR
<br />1/4'TO.m/s' LONG aRA>§ ■Ile1G r/
<br />-�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS
<br />rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +•
<br />11aL.Dm PENETRATION TO [Y415D WOOD
<br />T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt
<br />p on
<br />WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓
<br />ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:�
<br />= FLORIDA BUILDING CODE (High Velocity NuMcam IDm
<br />ND•
<br />2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«:
<br />,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To
<br />+sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e
<br />2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r
<br />POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut.
<br />y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176
<br />sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms
<br />W41D1`A �',N.. P.E ae ,MIY
<br />� BIQI ,5 R H
<br />i
<br />Vi Ca � }.
<br />U
<br />O
<br />N �
<br />N Q- O O
<br />o 0 � o Qi
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<br />L
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<br />N
<br />N � O
<br />O
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<br />z a X
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<br />QCIO L_
<br />U) Cn -II.,
<br />I�
<br />U
<br />O
<br />U'��/'�
<br />RI R� VM,
<br />Q
<br />Z
<br />Z
<br />Q
<br />0-
<br />SHEET N0.
<br />SH 1.1
<br />I' .-. MGM`— � 1
<br />t
<br />Wima How
<br />1
<br />I
<br />I
<br />1
<br />I
<br />FOR W. 1
<br />SSPAUIDN I
<br />ro DUN. I
<br />I
<br />I
<br />I
<br />I
<br />ED# j !,
<br />� 1
<br />( I I
<br />1/.' IA. • S/r LONG SWAGS INISHAo
<br />W/ 1/4-• 204- $A YA, e a t/.• of
<br />FDA PANEL UENGINS w M V-0' ANDS
<br />1/4' O.C. FOR UD=HS UP TO e'-e' Ye..
<br />rw nAf ` OR 11a-10 NINEI3MIE FESMIL 0 OR
<br />e PAIELIMrz PLUS a 12 1n` 0. C ,TIN ,
<br />,n• Mn nettw= PORTMTDN AI
<br />AO'WOTH OF EM61Na• «ODD PUrz FOR
<br />ILL UENDTHS IP ro III lea
<br />DIRECT MOUNTING I STALLAXION
<br />Al TERHAT11VE!
<br />SCALE 3/6-1•
<br />INSTALLATION DETAILS FOR REGULAR PANELS A 1�1
<br />INTO EXISTING WOOD STRUCTURES
<br />-- W'UN1m NOW IIFAODL 1 /
<br />J 4
<br />r I
<br />I
<br />>r 1 -
<br />�� E0
<br />- EO
<br />L /
<br />3 i III
<br />Ulm ReD'r"m � I � � I 110CD N1ieD1
<br />I tl
<br />I S ALTERNAmE iw ALTERNATIVE SW
<br />1 � SCAIF 3/e.1' SCALE 3/M1'
<br />. Sttr1N19tlE1M0{At�7� • �
<br />ro DUBS. I 7Ne, 1 • ! I M�NtJt •� O.C. r _
<br />I E0T _ f
<br />( EO
<br />I EO
<br />1 I
<br />y
<br />I E0� DW EO
<br />1 1
<br />EO
<br />EO} AFatleeo
<br />Li/n'n r�i/�eti.'�T RooD PuaE 1'
<br />I®lM1m
<br />4 Ia,a mID Hui • r o.�
<br />• t/,Y VGA SCAL11f • {' OL e/
<br />--1 n- Yen Wte,Dm PtNE1,1Y10M ALTERNATIVE 3W ALTERNATIVE 4W
<br />2 • Purz • ,WOR' M •� SCALE 7/e-1 • SCALE 3/e.1
<br />REawnco ;
<br />AIK \LINT AIr. IitlTAl I A•lIAY NDTE : TRACKS ND 5.1Ge1/
<br />HCIISt
<br />i. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D- DESIGN LOADS
<br />UP TO +55.5, -72.0 PSf AND PANEL'S LENGTH UP TO 8'-8'
<br />2. FOR NEW 'MOOD FRAME CONSTRUCTOR: WOOD MEMBERS TO BE SOUTHERN
<br />I PINE NO. 2. W/ $PECIFlC DENSELY OF 0.55 OR EQUAL.
<br />'! NOTE FOR COYBTNAiION OF FCTIDNS.
<br />TOP @ BOTTOM MOUNTINGS CAN �
<br />I COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />Hurricane
<br />SIl1D5 O EVFJLV
<br />OVERLAP
<br />(12 1/2' O.C.)
<br />Tb HOLD PANEL
<br />ANCHOR ANCHOR
<br />OR DIRECT MOUNT i SPACING SPACING
<br />DETAIL I INSTALLATION (APPLICAIS TO SCHEDULE J)
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Al FOR
<br />INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />=iiiil■L�■■L'r■■VI■11■■■N�■■N
<br />Wee
<br />/\ /'\ /\ AITERMMTE /\ r�
<br />/4 SEE SEE I `-INTERIOR PANEL SEND PANEL
<br />OR B SCIEDIAE ' SCNEa1AE
<br />Fz FO1 --i-pJ FT21/ 3'
<br />YO.. ANCHOR NNt AMC"
<br />sPAcuG SPACING
<br />1'-3' Lin. '
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />SC/RE 3/Ir . 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,.s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />f�AaF Y TO eCMNtxR t k 2 N n FOR r[ OIEII PANEL.
<br />SriTEY ON SLEET 131. To
<br />Y �ASb. IrPOQ1 C MAP -CAR Ml1t�M AYRISMT[ COWS o PME1Wl[ rWf Y�CMMN�g I i .YJa11N 1'NES
<br />FaTNa��N,M. m � ro � m m ,rz � acaNNMtDN LLNaEN t• (n.)
<br />8• N/A N/A N/A a• N/A a' N/A 6' N/A 1 k 2 (TOP)
<br />SS.O, -72.0 Y• T B' B' 9' B" 9" 9' 9' B' t (BORgI) S'-0' OR tF55
<br />8' N/A N/A N/A g• N/A 8- N/A r N/A 1 k 2 (TOP)
<br />B' S' B' a' B' 7 1/2• 8• 9' 9' B' 1 (BOTTOM)
<br />e' N/A N/A N/A 6' N/A 6' N/A 8' N/A 1 t 2 (TOP)
<br />+SS.O J20 T-6' t0 8'-8'
<br />B' 4' B• g• 9' 6' 6' 6' e' 6' 1 (BORON) tM
<br />ILAIaDY LSD. I Imo • 5/e• rw. ANY tar a NWLQ txsE 1 fStLIO • r AM RDY TM OF AMC APPLICABLE TO
<br />DESIGN APCON SECn0r15 F t MAGNUM PANEL
<br />PwQwaE - - coNExNAno LENGTH 'L' (n.)
<br />MIND il. � iilEN
<br />+I9.2 -51.5 3• 3' 4 1/2' 4 1 2' 2 (BOTTOM) 7'-e• OR LESS
<br />+52.3 -Fi6.0 3' 3' {' 4' 2 (80170Y) T-6. OR LESS
<br />+5s.o -7z.o 2 1/2' 2 1/2' 4• 3 1/2' 2 (BOTTOM) r-e' DR -LESS
<br />+55.0 -72.0 2 1/2' 2 1/2' NJA N/A 2 (BOTTOM) 7'-8' TO B'-0•
<br />+55.0 -72.D N/A N/A J' I J' 2 (BOTTOM) 7'-B" TO
<br />.1A,aWIY Ran oDtrt Ya. nvn tae1N MIASMA �„ rNM¢
<br />R1M•Me Rose �• CAL) ro o,AN Oa,a111oN
<br />TWIN f>a eEemr)
<br />.NA. -nA W-r 3 3/.• ucalm
<br />SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110.
<br />1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl
<br />ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D
<br />SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS
<br />Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO
<br />NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD.
<br />NA1= lYR t/4: 7/4: 1/I•e
<br />TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91
<br />Ik A/IOlp RALWO 6.I 3 3 3 3 3 in
<br />•IvtwrrAa A) ] 3 ) 3 ]
<br />•+•••• a1r B.) 3 3 3 1n 3 1n •
<br />AGREE m OTeN 0.817f RILT.t
<br />3b
<br />r
<br />fm -.0 -.-
<br />�,3iQv'�}CENS�(•%�
<br />• ND.44187
<br />FLORIDA
<br />(VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8)
<br />APPLICABLE TO
<br />-
<br />11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ
<br />7 1/Y -
<br />AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR
<br />PRESSURE S[C1D16 I • MA410AN PANEL
<br />RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R)
<br />m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM
<br />BLOCK BLOCK ROrX ROOt ROat BLOCK
<br />6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP)
<br />B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON)
<br />9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP)
<br />B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON)
<br />SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8"
<br />� Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM)
<br />B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP)
<br />e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON)
<br />N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM)
<br />50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2•
<br />SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP)
<br />a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON)
<br />OR LESS 12'-4' OR LESS
<br />6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM)
<br />SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110.
<br />MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS
<br />IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY
<br />THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR
<br />SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0.
<br />AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4:
<br />-TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET
<br />Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to
<br />••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n
<br />1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n
<br />ITQIK LQ ERi I F A-C i O R a
<br />r n -
<br />3
<br />Hurricane
<br />INSTALLATION DETAILS FQR .REGULAR PANELS dE
<br />INTO EXISTING WOOD STRUCTURESIS Net IT
<br />14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS
<br />� e i/4-
<br />- TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro
<br />I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER
<br />)
<br />T 7
<br />!T'ON lxLO • I I O1Rr SAID • QOr all,0 •
<br />WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt
<br />REORRE6 REQUIRED
<br />]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN
<br />I I
<br />Bm e �
<br />rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ;
<br />ro ous ro ORBS, ro ,Ass.
<br />MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0
<br />NOTE t Se'
<br />(SEE NOTE i)(SEE NOIF 1)
<br />)lYs N/ 7/reM. EVgr OIEN EWT QfkX i
<br />� 507E sQE � a
<br />OF 1' OF 1' I NAM
<br />MI � � 111JI � 1lVf I
<br />rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r�
<br />CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN •
<br />I
<br />I ,
<br />,/a•r LAG SCREWS
<br />2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/
<br />li EADiD 2•
<br />REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7
<br />a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE
<br />nmuDEn PtrETtanoN • -
<br />YD won+ a PLMEN ATE � o c SCREWS �srADG w/
<br />N �AT REAM ()EDWDTNC OF PLATE - --. -_
<br />9GLE S/8�15/8-1-
<br />SQ4E 3/8-L' SLUE 3/5-1 '
<br />FIFO
<br />TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR
<br />AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND
<br />UP TD 12'-4•
<br />SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN
<br />N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL.
<br />TOP t BOTTOM MOUNTINGS CAN 8E
<br />COMBINED IN ANY WAY TO SCAR ANY
<br />INSTALLATION.
<br />BUILDINGINS Minn
<br />EQ
<br />ED
<br />on
<br />!L WOOD PLATE
<br />REQUIRED
<br />I
<br />0 CD
<br />INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM
<br />'/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES
<br />ICI 1 ,n YM. «eWADEo PDENY,+DN
<br />' ro ExaTaG Wood tEADEn
<br />II
<br />II QQ
<br />,
<br />_2.. EOE
<br />f_ I E01_ - OR
<br />' E°' E _
<br />I 1 EW E�
<br />REo"O�uEaoMfOE1
<br />I
<br />/a
<br />�° N RtMOODOumED�
<br />RING e!t/7� CVEIrr
<br />�° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2
<br />, I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF.
<br />(NT7D 70OJe 12 ,no°c
<br />GET. +ne
<br />I
<br />ON SHEET (Eat I
<br />FOR AroN
<br />ro I%ASS I r ECL-. (-
<br />1 m
<br />D I t-
<br />j ■000 wArz
<br />- - - I REaUE1m
<br />•' � & �a" ALTERNATIVE 3 ALTERNATIVE 4
<br />rRioUsem , LAD scNWs • e• as W/ + +n•
<br />IiL 7,AFIOm PENETRATION OR
<br />1/4'TO.m/s' LONG aRA>§ ■Ile1G r/
<br />-�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS
<br />rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +•
<br />11aL.Dm PENETRATION TO [Y415D WOOD
<br />T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt
<br />p on
<br />WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓
<br />ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:�
<br />= FLORIDA BUILDING CODE (High Velocity NuMcam IDm
<br />ND•
<br />2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«:
<br />,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To
<br />+sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e
<br />2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r
<br />POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut.
<br />y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176
<br />sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms
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<br />SH 1.1
<br />INSTALLATION DETAILS FOR REGULAR PANELS A 1�1
<br />INTO EXISTING WOOD STRUCTURES
<br />-- W'UN1m NOW IIFAODL 1 /
<br />J 4
<br />r I
<br />I
<br />>r 1 -
<br />�� E0
<br />- EO
<br />L /
<br />3 i III
<br />Ulm ReD'r"m � I � � I 110CD N1ieD1
<br />I tl
<br />I S ALTERNAmE iw ALTERNATIVE SW
<br />1 � SCAIF 3/e.1' SCALE 3/M1'
<br />. Sttr1N19tlE1M0{At�7� • �
<br />ro DUBS. I 7Ne, 1 • ! I M�NtJt •� O.C. r _
<br />I E0T _ f
<br />( EO
<br />I EO
<br />1 I
<br />y
<br />I E0� DW EO
<br />1 1
<br />EO
<br />EO} AFatleeo
<br />Li/n'n r�i/�eti.'�T RooD PuaE 1'
<br />I®lM1m
<br />4 Ia,a mID Hui • r o.�
<br />• t/,Y VGA SCAL11f • {' OL e/
<br />--1 n- Yen Wte,Dm PtNE1,1Y10M ALTERNATIVE 3W ALTERNATIVE 4W
<br />2 • Purz • ,WOR' M •� SCALE 7/e-1 • SCALE 3/e.1
<br />REawnco ;
<br />AIK \LINT AIr. IitlTAl I A•lIAY NDTE : TRACKS ND 5.1Ge1/
<br />HCIISt
<br />i. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D- DESIGN LOADS
<br />UP TO +55.5, -72.0 PSf AND PANEL'S LENGTH UP TO 8'-8'
<br />2. FOR NEW 'MOOD FRAME CONSTRUCTOR: WOOD MEMBERS TO BE SOUTHERN
<br />I PINE NO. 2. W/ $PECIFlC DENSELY OF 0.55 OR EQUAL.
<br />'! NOTE FOR COYBTNAiION OF FCTIDNS.
<br />TOP @ BOTTOM MOUNTINGS CAN �
<br />I COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />Hurricane
<br />SIl1D5 O EVFJLV
<br />OVERLAP
<br />(12 1/2' O.C.)
<br />Tb HOLD PANEL
<br />ANCHOR ANCHOR
<br />OR DIRECT MOUNT i SPACING SPACING
<br />DETAIL I INSTALLATION (APPLICAIS TO SCHEDULE J)
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Al FOR
<br />INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />=iiiil■L�■■L'r■■VI■11■■■N�■■N
<br />Wee
<br />/\ /'\ /\ AITERMMTE /\ r�
<br />/4 SEE SEE I `-INTERIOR PANEL SEND PANEL
<br />OR B SCIEDIAE ' SCNEa1AE
<br />Fz FO1 --i-pJ FT21/ 3'
<br />YO.. ANCHOR NNt AMC"
<br />sPAcuG SPACING
<br />1'-3' Lin. '
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />SC/RE 3/Ir . 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,.s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />f�AaF Y TO eCMNtxR t k 2 N n FOR r[ OIEII PANEL.
<br />SriTEY ON SLEET 131. To
<br />Y �ASb. IrPOQ1 C MAP -CAR Ml1t�M AYRISMT[ COWS o PME1Wl[ rWf Y�CMMN�g I i .YJa11N 1'NES
<br />FaTNa��N,M. m � ro � m m ,rz � acaNNMtDN LLNaEN t• (n.)
<br />8• N/A N/A N/A a• N/A a' N/A 6' N/A 1 k 2 (TOP)
<br />SS.O, -72.0 Y• T B' B' 9' B" 9" 9' 9' B' t (BORgI) S'-0' OR tF55
<br />8' N/A N/A N/A g• N/A 8- N/A r N/A 1 k 2 (TOP)
<br />B' S' B' a' B' 7 1/2• 8• 9' 9' B' 1 (BOTTOM)
<br />e' N/A N/A N/A 6' N/A 6' N/A 8' N/A 1 t 2 (TOP)
<br />+SS.O J20 T-6' t0 8'-8'
<br />B' 4' B• g• 9' 6' 6' 6' e' 6' 1 (BORON) tM
<br />ILAIaDY LSD. I Imo • 5/e• rw. ANY tar a NWLQ txsE 1 fStLIO • r AM RDY TM OF AMC APPLICABLE TO
<br />DESIGN APCON SECn0r15 F t MAGNUM PANEL
<br />PwQwaE - - coNExNAno LENGTH 'L' (n.)
<br />MIND il. � iilEN
<br />+I9.2 -51.5 3• 3' 4 1/2' 4 1 2' 2 (BOTTOM) 7'-e• OR LESS
<br />+52.3 -Fi6.0 3' 3' {' 4' 2 (80170Y) T-6. OR LESS
<br />+5s.o -7z.o 2 1/2' 2 1/2' 4• 3 1/2' 2 (BOTTOM) r-e' DR -LESS
<br />+55.0 -72.0 2 1/2' 2 1/2' NJA N/A 2 (BOTTOM) 7'-8' TO B'-0•
<br />+55.0 -72.D N/A N/A J' I J' 2 (BOTTOM) 7'-B" TO
<br />.1A,aWIY Ran oDtrt Ya. nvn tae1N MIASMA �„ rNM¢
<br />R1M•Me Rose �• CAL) ro o,AN Oa,a111oN
<br />TWIN f>a eEemr)
<br />.NA. -nA W-r 3 3/.• ucalm
<br />SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110.
<br />1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl
<br />ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D
<br />SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS
<br />Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO
<br />NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD.
<br />NA1= lYR t/4: 7/4: 1/I•e
<br />TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91
<br />Ik A/IOlp RALWO 6.I 3 3 3 3 3 in
<br />•IvtwrrAa A) ] 3 ) 3 ]
<br />•+•••• a1r B.) 3 3 3 1n 3 1n •
<br />AGREE m OTeN 0.817f RILT.t
<br />3b
<br />r
<br />fm -.0 -.-
<br />�,3iQv'�}CENS�(•%�
<br />• ND.44187
<br />FLORIDA
<br />(VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8)
<br />APPLICABLE TO
<br />-
<br />11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ
<br />7 1/Y -
<br />AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR
<br />PRESSURE S[C1D16 I • MA410AN PANEL
<br />RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R)
<br />m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM
<br />BLOCK BLOCK ROrX ROOt ROat BLOCK
<br />6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP)
<br />B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON)
<br />9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP)
<br />B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON)
<br />SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8"
<br />� Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM)
<br />B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP)
<br />e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON)
<br />N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM)
<br />50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2•
<br />SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP)
<br />a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON)
<br />OR LESS 12'-4' OR LESS
<br />6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM)
<br />SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110.
<br />MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS
<br />IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY
<br />THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR
<br />SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0.
<br />AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4:
<br />-TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET
<br />Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to
<br />••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n
<br />1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n
<br />ITQIK LQ ERi I F A-C i O R a
<br />r n -
<br />3
<br />Hurricane
<br />INSTALLATION DETAILS FQR .REGULAR PANELS dE
<br />INTO EXISTING WOOD STRUCTURESIS Net IT
<br />14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS
<br />� e i/4-
<br />- TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro
<br />I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER
<br />)
<br />T 7
<br />!T'ON lxLO • I I O1Rr SAID • QOr all,0 •
<br />WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt
<br />REORRE6 REQUIRED
<br />]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN
<br />I I
<br />Bm e �
<br />rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ;
<br />ro ous ro ORBS, ro ,Ass.
<br />MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0
<br />NOTE t Se'
<br />(SEE NOTE i)(SEE NOIF 1)
<br />)lYs N/ 7/reM. EVgr OIEN EWT QfkX i
<br />� 507E sQE � a
<br />OF 1' OF 1' I NAM
<br />MI � � 111JI � 1lVf I
<br />rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r�
<br />CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN •
<br />I
<br />I ,
<br />,/a•r LAG SCREWS
<br />2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/
<br />li EADiD 2•
<br />REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7
<br />a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE
<br />nmuDEn PtrETtanoN • -
<br />YD won+ a PLMEN ATE � o c SCREWS �srADG w/
<br />N �AT REAM ()EDWDTNC OF PLATE - --. -_
<br />9GLE S/8�15/8-1-
<br />SQ4E 3/8-L' SLUE 3/5-1 '
<br />FIFO
<br />TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR
<br />AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND
<br />UP TD 12'-4•
<br />SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN
<br />N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL.
<br />TOP t BOTTOM MOUNTINGS CAN 8E
<br />COMBINED IN ANY WAY TO SCAR ANY
<br />INSTALLATION.
<br />BUILDINGINS Minn
<br />EQ
<br />ED
<br />on
<br />!L WOOD PLATE
<br />REQUIRED
<br />I
<br />0 CD
<br />INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM
<br />'/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES
<br />ICI 1 ,n YM. «eWADEo PDENY,+DN
<br />' ro ExaTaG Wood tEADEn
<br />II
<br />II QQ
<br />,
<br />_2.. EOE
<br />f_ I E01_ - OR
<br />' E°' E _
<br />I 1 EW E�
<br />REo"O�uEaoMfOE1
<br />I
<br />/a
<br />�° N RtMOODOumED�
<br />RING e!t/7� CVEIrr
<br />�° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2
<br />, I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF.
<br />(NT7D 70OJe 12 ,no°c
<br />GET. +ne
<br />I
<br />ON SHEET (Eat I
<br />FOR AroN
<br />ro I%ASS I r ECL-. (-
<br />1 m
<br />D I t-
<br />j ■000 wArz
<br />- - - I REaUE1m
<br />•' � & �a" ALTERNATIVE 3 ALTERNATIVE 4
<br />rRioUsem , LAD scNWs • e• as W/ + +n•
<br />IiL 7,AFIOm PENETRATION OR
<br />1/4'TO.m/s' LONG aRA>§ ■Ile1G r/
<br />-�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS
<br />rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +•
<br />11aL.Dm PENETRATION TO [Y415D WOOD
<br />T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt
<br />p on
<br />WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓
<br />ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:�
<br />= FLORIDA BUILDING CODE (High Velocity NuMcam IDm
<br />ND•
<br />2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«:
<br />,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To
<br />+sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e
<br />2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r
<br />POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut.
<br />y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176
<br />sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms
<br />W41D1`A �',N.. P.E ae ,MIY
<br />� BIQI ,5 R H
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<br />SH 1.1
<br />ILAIaDY LSD. I Imo • 5/e• rw. ANY tar a NWLQ txsE 1 fStLIO • r AM RDY TM OF AMC APPLICABLE TO
<br />DESIGN APCON SECn0r15 F t MAGNUM PANEL
<br />PwQwaE - - coNExNAno LENGTH 'L' (n.)
<br />MIND il. � iilEN
<br />+I9.2 -51.5 3• 3' 4 1/2' 4 1 2' 2 (BOTTOM) 7'-e• OR LESS
<br />+52.3 -Fi6.0 3' 3' {' 4' 2 (80170Y) T-6. OR LESS
<br />+5s.o -7z.o 2 1/2' 2 1/2' 4• 3 1/2' 2 (BOTTOM) r-e' DR -LESS
<br />+55.0 -72.0 2 1/2' 2 1/2' NJA N/A 2 (BOTTOM) 7'-8' TO B'-0•
<br />+55.0 -72.D N/A N/A J' I J' 2 (BOTTOM) 7'-B" TO
<br />.1A,aWIY Ran oDtrt Ya. nvn tae1N MIASMA �„ rNM¢
<br />R1M•Me Rose �• CAL) ro o,AN Oa,a111oN
<br />TWIN f>a eEemr)
<br />.NA. -nA W-r 3 3/.• ucalm
<br />SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110.
<br />1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl
<br />ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D
<br />SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS
<br />Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO
<br />NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD.
<br />NA1= lYR t/4: 7/4: 1/I•e
<br />TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91
<br />Ik A/IOlp RALWO 6.I 3 3 3 3 3 in
<br />•IvtwrrAa A) ] 3 ) 3 ]
<br />•+•••• a1r B.) 3 3 3 1n 3 1n •
<br />AGREE m OTeN 0.817f RILT.t
<br />3b
<br />r
<br />fm -.0 -.-
<br />�,3iQv'�}CENS�(•%�
<br />• ND.44187
<br />FLORIDA
<br />(VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8)
<br />APPLICABLE TO
<br />-
<br />11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ
<br />7 1/Y -
<br />AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR
<br />PRESSURE S[C1D16 I • MA410AN PANEL
<br />RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R)
<br />m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM
<br />BLOCK BLOCK ROrX ROOt ROat BLOCK
<br />6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP)
<br />B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON)
<br />9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP)
<br />B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON)
<br />SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8"
<br />� Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM)
<br />B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP)
<br />e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON)
<br />N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM)
<br />50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2•
<br />SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP)
<br />a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON)
<br />OR LESS 12'-4' OR LESS
<br />6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM)
<br />SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110.
<br />MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS
<br />IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY
<br />THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR
<br />SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0.
<br />AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4:
<br />-TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET
<br />Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to
<br />••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n
<br />1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n
<br />ITQIK LQ ERi I F A-C i O R a
<br />r n -
<br />3
<br />Hurricane
<br />INSTALLATION DETAILS FQR .REGULAR PANELS dE
<br />INTO EXISTING WOOD STRUCTURESIS Net IT
<br />14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS
<br />� e i/4-
<br />- TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro
<br />I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER
<br />)
<br />T 7
<br />!T'ON lxLO • I I O1Rr SAID • QOr all,0 •
<br />WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt
<br />REORRE6 REQUIRED
<br />]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN
<br />I I
<br />Bm e �
<br />rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ;
<br />ro ous ro ORBS, ro ,Ass.
<br />MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0
<br />NOTE t Se'
<br />(SEE NOTE i)(SEE NOIF 1)
<br />)lYs N/ 7/reM. EVgr OIEN EWT QfkX i
<br />� 507E sQE � a
<br />OF 1' OF 1' I NAM
<br />MI � � 111JI � 1lVf I
<br />rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r�
<br />CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN •
<br />I
<br />I ,
<br />,/a•r LAG SCREWS
<br />2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/
<br />li EADiD 2•
<br />REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7
<br />a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE
<br />nmuDEn PtrETtanoN • -
<br />YD won+ a PLMEN ATE � o c SCREWS �srADG w/
<br />N �AT REAM ()EDWDTNC OF PLATE - --. -_
<br />9GLE S/8�15/8-1-
<br />SQ4E 3/8-L' SLUE 3/5-1 '
<br />FIFO
<br />TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR
<br />AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND
<br />UP TD 12'-4•
<br />SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN
<br />N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL.
<br />TOP t BOTTOM MOUNTINGS CAN 8E
<br />COMBINED IN ANY WAY TO SCAR ANY
<br />INSTALLATION.
<br />BUILDINGINS Minn
<br />EQ
<br />ED
<br />on
<br />!L WOOD PLATE
<br />REQUIRED
<br />I
<br />0 CD
<br />INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM
<br />'/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES
<br />ICI 1 ,n YM. «eWADEo PDENY,+DN
<br />' ro ExaTaG Wood tEADEn
<br />II
<br />II QQ
<br />,
<br />_2.. EOE
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<br />�° N RtMOODOumED�
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<br />�° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2
<br />, I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF.
<br />(NT7D 70OJe 12 ,no°c
<br />GET. +ne
<br />I
<br />ON SHEET (Eat I
<br />FOR AroN
<br />ro I%ASS I r ECL-. (-
<br />1 m
<br />D I t-
<br />j ■000 wArz
<br />- - - I REaUE1m
<br />•' � & �a" ALTERNATIVE 3 ALTERNATIVE 4
<br />rRioUsem , LAD scNWs • e• as W/ + +n•
<br />IiL 7,AFIOm PENETRATION OR
<br />1/4'TO.m/s' LONG aRA>§ ■Ile1G r/
<br />-�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS
<br />rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +•
<br />11aL.Dm PENETRATION TO [Y415D WOOD
<br />T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt
<br />p on
<br />WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓
<br />ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:�
<br />= FLORIDA BUILDING CODE (High Velocity NuMcam IDm
<br />ND•
<br />2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«:
<br />,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To
<br />+sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e
<br />2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r
<br />POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut.
<br />y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176
<br />sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms
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<br />TWIN f>a eEemr)
<br />.NA. -nA W-r 3 3/.• ucalm
<br />SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110.
<br />1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl
<br />ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D
<br />SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS
<br />Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO
<br />NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD.
<br />NA1= lYR t/4: 7/4: 1/I•e
<br />TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91
<br />Ik A/IOlp RALWO 6.I 3 3 3 3 3 in
<br />•IvtwrrAa A) ] 3 ) 3 ]
<br />•+•••• a1r B.) 3 3 3 1n 3 1n •
<br />AGREE m OTeN 0.817f RILT.t
<br />3b
<br />r
<br />fm -.0 -.-
<br />�,3iQv'�}CENS�(•%�
<br />• ND.44187
<br />FLORIDA
<br />(VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8)
<br />APPLICABLE TO
<br />-
<br />11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ
<br />7 1/Y -
<br />AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR
<br />PRESSURE S[C1D16 I • MA410AN PANEL
<br />RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R)
<br />m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM
<br />BLOCK BLOCK ROrX ROOt ROat BLOCK
<br />6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP)
<br />B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON)
<br />9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP)
<br />B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON)
<br />SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8"
<br />� Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM)
<br />B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP)
<br />e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON)
<br />N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM)
<br />50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2•
<br />SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP)
<br />a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON)
<br />OR LESS 12'-4' OR LESS
<br />6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM)
<br />SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110.
<br />MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS
<br />IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY
<br />THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR
<br />SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0.
<br />AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4:
<br />-TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET
<br />Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to
<br />••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n
<br />1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n
<br />ITQIK LQ ERi I F A-C i O R a
<br />r n -
<br />3
<br />Hurricane
<br />INSTALLATION DETAILS FQR .REGULAR PANELS dE
<br />INTO EXISTING WOOD STRUCTURESIS Net IT
<br />14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS
<br />� e i/4-
<br />- TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro
<br />I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER
<br />)
<br />T 7
<br />!T'ON lxLO • I I O1Rr SAID • QOr all,0 •
<br />WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt
<br />REORRE6 REQUIRED
<br />]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN
<br />I I
<br />Bm e �
<br />rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ;
<br />ro ous ro ORBS, ro ,Ass.
<br />MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0
<br />NOTE t Se'
<br />(SEE NOTE i)(SEE NOIF 1)
<br />)lYs N/ 7/reM. EVgr OIEN EWT QfkX i
<br />� 507E sQE � a
<br />OF 1' OF 1' I NAM
<br />MI � � 111JI � 1lVf I
<br />rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r�
<br />CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN •
<br />I
<br />I ,
<br />,/a•r LAG SCREWS
<br />2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/
<br />li EADiD 2•
<br />REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7
<br />a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE
<br />nmuDEn PtrETtanoN • -
<br />YD won+ a PLMEN ATE � o c SCREWS �srADG w/
<br />N �AT REAM ()EDWDTNC OF PLATE - --. -_
<br />9GLE S/8�15/8-1-
<br />SQ4E 3/8-L' SLUE 3/5-1 '
<br />FIFO
<br />TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR
<br />AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND
<br />UP TD 12'-4•
<br />SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN
<br />N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL.
<br />TOP t BOTTOM MOUNTINGS CAN 8E
<br />COMBINED IN ANY WAY TO SCAR ANY
<br />INSTALLATION.
<br />BUILDINGINS Minn
<br />EQ
<br />ED
<br />on
<br />!L WOOD PLATE
<br />REQUIRED
<br />I
<br />0 CD
<br />INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM
<br />'/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES
<br />ICI 1 ,n YM. «eWADEo PDENY,+DN
<br />' ro ExaTaG Wood tEADEn
<br />II
<br />II QQ
<br />,
<br />_2.. EOE
<br />f_ I E01_ - OR
<br />' E°' E _
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<br />I
<br />/a
<br />�° N RtMOODOumED�
<br />RING e!t/7� CVEIrr
<br />�° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2
<br />, I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF.
<br />(NT7D 70OJe 12 ,no°c
<br />GET. +ne
<br />I
<br />ON SHEET (Eat I
<br />FOR AroN
<br />ro I%ASS I r ECL-. (-
<br />1 m
<br />D I t-
<br />j ■000 wArz
<br />- - - I REaUE1m
<br />•' � & �a" ALTERNATIVE 3 ALTERNATIVE 4
<br />rRioUsem , LAD scNWs • e• as W/ + +n•
<br />IiL 7,AFIOm PENETRATION OR
<br />1/4'TO.m/s' LONG aRA>§ ■Ile1G r/
<br />-�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS
<br />rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +•
<br />11aL.Dm PENETRATION TO [Y415D WOOD
<br />T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt
<br />p on
<br />WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓
<br />ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:�
<br />= FLORIDA BUILDING CODE (High Velocity NuMcam IDm
<br />ND•
<br />2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«:
<br />,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To
<br />+sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e
<br />2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r
<br />POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut.
<br />y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176
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<br />SH 1.1
<br />SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110.
<br />1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl
<br />ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D
<br />SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS
<br />Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO
<br />NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD.
<br />NA1= lYR t/4: 7/4: 1/I•e
<br />TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91
<br />Ik A/IOlp RALWO 6.I 3 3 3 3 3 in
<br />•IvtwrrAa A) ] 3 ) 3 ]
<br />•+•••• a1r B.) 3 3 3 1n 3 1n •
<br />AGREE m OTeN 0.817f RILT.t
<br />3b
<br />r
<br />fm -.0 -.-
<br />�,3iQv'�}CENS�(•%�
<br />• ND.44187
<br />FLORIDA
<br />(VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8)
<br />APPLICABLE TO
<br />-
<br />11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ
<br />7 1/Y -
<br />AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR
<br />PRESSURE S[C1D16 I • MA410AN PANEL
<br />RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R)
<br />m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM
<br />BLOCK BLOCK ROrX ROOt ROat BLOCK
<br />6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP)
<br />B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON)
<br />9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP)
<br />B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON)
<br />SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8"
<br />� Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM)
<br />B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP)
<br />e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON)
<br />N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM)
<br />50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2•
<br />SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP)
<br />a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON)
<br />OR LESS 12'-4' OR LESS
<br />6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM)
<br />SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110.
<br />MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS
<br />IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY
<br />THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR
<br />SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0.
<br />AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4:
<br />-TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET
<br />Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to
<br />••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n
<br />1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n
<br />ITQIK LQ ERi I F A-C i O R a
<br />r n -
<br />3
<br />Hurricane
<br />INSTALLATION DETAILS FQR .REGULAR PANELS dE
<br />INTO EXISTING WOOD STRUCTURESIS Net IT
<br />14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS
<br />� e i/4-
<br />- TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro
<br />I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER
<br />)
<br />T 7
<br />!T'ON lxLO • I I O1Rr SAID • QOr all,0 •
<br />WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt
<br />REORRE6 REQUIRED
<br />]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN
<br />I I
<br />Bm e �
<br />rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ;
<br />ro ous ro ORBS, ro ,Ass.
<br />MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0
<br />NOTE t Se'
<br />(SEE NOTE i)(SEE NOIF 1)
<br />)lYs N/ 7/reM. EVgr OIEN EWT QfkX i
<br />� 507E sQE � a
<br />OF 1' OF 1' I NAM
<br />MI � � 111JI � 1lVf I
<br />rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r�
<br />CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN •
<br />I
<br />I ,
<br />,/a•r LAG SCREWS
<br />2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/
<br />li EADiD 2•
<br />REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7
<br />a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE
<br />nmuDEn PtrETtanoN • -
<br />YD won+ a PLMEN ATE � o c SCREWS �srADG w/
<br />N �AT REAM ()EDWDTNC OF PLATE - --. -_
<br />9GLE S/8�15/8-1-
<br />SQ4E 3/8-L' SLUE 3/5-1 '
<br />FIFO
<br />TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR
<br />AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND
<br />UP TD 12'-4•
<br />SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN
<br />N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL.
<br />TOP t BOTTOM MOUNTINGS CAN 8E
<br />COMBINED IN ANY WAY TO SCAR ANY
<br />INSTALLATION.
<br />BUILDINGINS Minn
<br />EQ
<br />ED
<br />on
<br />!L WOOD PLATE
<br />REQUIRED
<br />I
<br />0 CD
<br />INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM
<br />'/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES
<br />ICI 1 ,n YM. «eWADEo PDENY,+DN
<br />' ro ExaTaG Wood tEADEn
<br />II
<br />II QQ
<br />,
<br />_2.. EOE
<br />f_ I E01_ - OR
<br />' E°' E _
<br />I 1 EW E�
<br />REo"O�uEaoMfOE1
<br />I
<br />/a
<br />�° N RtMOODOumED�
<br />RING e!t/7� CVEIrr
<br />�° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2
<br />, I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF.
<br />(NT7D 70OJe 12 ,no°c
<br />GET. +ne
<br />I
<br />ON SHEET (Eat I
<br />FOR AroN
<br />ro I%ASS I r ECL-. (-
<br />1 m
<br />D I t-
<br />j ■000 wArz
<br />- - - I REaUE1m
<br />•' � & �a" ALTERNATIVE 3 ALTERNATIVE 4
<br />rRioUsem , LAD scNWs • e• as W/ + +n•
<br />IiL 7,AFIOm PENETRATION OR
<br />1/4'TO.m/s' LONG aRA>§ ■Ile1G r/
<br />-�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS
<br />rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +•
<br />11aL.Dm PENETRATION TO [Y415D WOOD
<br />T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt
<br />p on
<br />WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓
<br />ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:�
<br />= FLORIDA BUILDING CODE (High Velocity NuMcam IDm
<br />ND•
<br />2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«:
<br />,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To
<br />+sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e
<br />2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r
<br />POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut.
<br />y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176
<br />sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms
<br />W41D1`A �',N.. P.E ae ,MIY
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<br />SHEET N0.
<br />SH 1.1
<br />�,3iQv'�}CENS�(•%�
<br />• ND.44187
<br />FLORIDA
<br />(VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8)
<br />APPLICABLE TO
<br />-
<br />11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ
<br />7 1/Y -
<br />AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR
<br />PRESSURE S[C1D16 I • MA410AN PANEL
<br />RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R)
<br />m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM
<br />BLOCK BLOCK ROrX ROOt ROat BLOCK
<br />6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP)
<br />B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON)
<br />9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP)
<br />B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON)
<br />SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8"
<br />� Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM)
<br />B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP)
<br />e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON)
<br />N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM)
<br />50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2•
<br />SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP)
<br />a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON)
<br />OR LESS 12'-4' OR LESS
<br />6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM)
<br />SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110.
<br />MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS
<br />IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY
<br />THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR
<br />SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0.
<br />AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4:
<br />-TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET
<br />Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to
<br />••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n
<br />1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n
<br />ITQIK LQ ERi I F A-C i O R a
<br />r n -
<br />3
<br />Hurricane
<br />INSTALLATION DETAILS FQR .REGULAR PANELS dE
<br />INTO EXISTING WOOD STRUCTURESIS Net IT
<br />14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS
<br />� e i/4-
<br />- TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro
<br />I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER
<br />)
<br />T 7
<br />!T'ON lxLO • I I O1Rr SAID • QOr all,0 •
<br />WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt
<br />REORRE6 REQUIRED
<br />]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN
<br />I I
<br />Bm e �
<br />rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ;
<br />ro ous ro ORBS, ro ,Ass.
<br />MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0
<br />NOTE t Se'
<br />(SEE NOTE i)(SEE NOIF 1)
<br />)lYs N/ 7/reM. EVgr OIEN EWT QfkX i
<br />� 507E sQE � a
<br />OF 1' OF 1' I NAM
<br />MI � � 111JI � 1lVf I
<br />rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r�
<br />CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN •
<br />I
<br />I ,
<br />,/a•r LAG SCREWS
<br />2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/
<br />li EADiD 2•
<br />REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7
<br />a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE
<br />nmuDEn PtrETtanoN • -
<br />YD won+ a PLMEN ATE � o c SCREWS �srADG w/
<br />N �AT REAM ()EDWDTNC OF PLATE - --. -_
<br />9GLE S/8�15/8-1-
<br />SQ4E 3/8-L' SLUE 3/5-1 '
<br />FIFO
<br />TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR
<br />AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND
<br />UP TD 12'-4•
<br />SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN
<br />N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL.
<br />TOP t BOTTOM MOUNTINGS CAN 8E
<br />COMBINED IN ANY WAY TO SCAR ANY
<br />INSTALLATION.
<br />BUILDINGINS Minn
<br />EQ
<br />ED
<br />on
<br />!L WOOD PLATE
<br />REQUIRED
<br />I
<br />0 CD
<br />INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM
<br />'/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES
<br />ICI 1 ,n YM. «eWADEo PDENY,+DN
<br />' ro ExaTaG Wood tEADEn
<br />II
<br />II QQ
<br />,
<br />_2.. EOE
<br />f_ I E01_ - OR
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<br />�° N RtMOODOumED�
<br />RING e!t/7� CVEIrr
<br />�° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2
<br />, I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF.
<br />(NT7D 70OJe 12 ,no°c
<br />GET. +ne
<br />I
<br />ON SHEET (Eat I
<br />FOR AroN
<br />ro I%ASS I r ECL-. (-
<br />1 m
<br />D I t-
<br />j ■000 wArz
<br />- - - I REaUE1m
<br />•' � & �a" ALTERNATIVE 3 ALTERNATIVE 4
<br />rRioUsem , LAD scNWs • e• as W/ + +n•
<br />IiL 7,AFIOm PENETRATION OR
<br />1/4'TO.m/s' LONG aRA>§ ■Ile1G r/
<br />-�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS
<br />rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +•
<br />11aL.Dm PENETRATION TO [Y415D WOOD
<br />T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt
<br />p on
<br />WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓
<br />ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:�
<br />= FLORIDA BUILDING CODE (High Velocity NuMcam IDm
<br />ND•
<br />2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«:
<br />,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To
<br />+sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e
<br />2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r
<br />POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut.
<br />y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176
<br />sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms
<br />W41D1`A �',N.. P.E ae ,MIY
<br />� BIQI ,5 R H
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<br />TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR
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<br />UP TD 12'-4•
<br />SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN
<br />N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL.
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<br />INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM
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<br />+sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e
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<br />0 CD
<br />INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM
<br />'/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES
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<br />rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +•
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<br />T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt
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<br />ND•
<br />2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«:
<br />,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To
<br />+sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e
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