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<br />SEE TOM /T ON SWEET II FOR MAX PANE. LONOMS t
<br />1 e 12 1/2' D.C....
<br />SOL AiO DESIGN WINDS FOR THIS OWMIATM.
<br />Eo
<br />MAX. I
<br />111
<br />e 12 1/2. O.c.
<br />1
<br />j
<br />I j _ VOW AIIFJtORS
<br />**.L
<br />•
<br />U
<br />I
<br />IEDIWIIE/ STUD
<br />ON
<br />9EET ,»
<br />1WM[Q M W N I t/r UIO A
<br />2•.4• WDoo , f '
<br />*
<br />i i
<br />(,) kvx we Now 1(DPIAA ONE t �WAMM Ii AM
<br />PLATE
<br />PLATE t1
<br />ILSDW AALaW DUAIDIRY 1BIORm
<br />t 49
<br />WINO N ,.1� ,D e,If 1„�
<br />STAOGEIFID W/ STUD O/ 9N@T 7 MW N RNIOOD 10 114, M
<br />W M T,W :CLOwY NE
<br />•.4• W000
<br />TE ggORp,'p
<br />(O A N am rAou OWA40M M �N� NOE WBWE 10 at
<br />RMa YN[ N,tlp BAIL N 9NIp0 MWIMHW N 0 ,/r eG
<br />SWEET 11 OCECO 1N,L
<br />NOWOEOFN 1110N U IV, 0.O. eMOlt AIOWtO ON
<br />(1) ova" AN 00081 FIEtBAI[
<br />Y4GA
<br />,r
<br />OAMO ■ N0. -6 PAW.
<br />W SOL 24 OWN MAIL U9AM B AMR, W W W IWW OOBB
<br />W A woomm FM MIDI WML nINWe &LOW ON
<br />O) w3WIIC N0A1 FAILL 1BOIN ■
<br />Ww lq.
<br />YT191A
<br />WALL MO NiA
<br />W 9oRW FWa • OLLr
<br />SCALE 3/B-1-
<br /><H , 1 NANO BIWIeA MVM� �W iM NILL E 4 WWO OR
<br />i WepWLIIR1AA A I eIVWWR w ,O Y
<br />TiV9•
<br />9SCALE 3,7•`i
<br />1Ar0 AN DmAA iWIAt NHL
<br />w
<br />N) MOWN
<br />Ale d a
<br />rwA FN 1te oriam me 1 2 AlO Epp
<br />Nn mE HO TiE 90I0 (7A 0111010 O TE RONaI
<br />t2, f .I�7 iO1Wi t
<br />Mg.
<br />IL
<br />MO>rs
<br />..............
<br />Aus '•: r�
<br />•
<br />FLORIDA BUILDING CODE High vel"ttyNurYlaon• Zone)
<br />NOTE MR Coma(i OF SECTIONS:
<br />1. INWAL ATION AM ONLY R M
<br />7• No, 44167 ;
<br />am item W. 24 WIN OALVANZEO STEEL STd1M PANELDESIGN r�•
<br />PRESSURE pr: PANEL LENGTHS
<br />* : * :*
<br />owrN
<br />TOP t BOTTOM MOIINTNOS CAN K
<br />COMBINED IN ANY WAY M SUIT ANY
<br />AS PER SCRN:OUIES ON SWEET 3 (EXCEPT FOR
<br />ALTERNATE 2W)
<br />STATE
<br />-
<br />PROTECTOR LLC.
<br />IL ECONNe. ►�• "W"
<br />INSTALLATION.
<br />G •.ORIO
<br />smw
<br />MC7Af FL
<br />2. FOR NEW WOOD FRAME CONSTRUCTION; W1000
<br />'RS TO BIN SOUTHERN PONE SPECIFIC
<br />eoiv
<br />�4%""••"E1
<br />Aa w.r A s3
<br />"� I °N,W,-•,ra„"-P "W' "am m4wo-7"k rm 0")Bm-ww 20-T7S
<br />AtEM No 2. W/
<br />OENSTtY OF 0-% OR EQUAL
<br />. a A. TRWAa N.
<br />a�
<br />�1X• P • WWHD 6 s a
<br />,y1 n� �. •�1 ,R �,aTS. k E� Ii11•rl 1�1 E►,
<br />(C) m OSsrNG w0m fm aAMslC CR4L4!Y G. -AinI
<br />1. S70RM PANEL SINOYM ON THIS PROOIA.T EWILUA7XN OOCNKNT (P.E.O.) HYK BEET VOfWtiD FOR COMPLIANCEIR ACCORDNCE
<br />- 1/4•0 T.M LWN ANCHORS. AS 1W JFACVL"M BY W, BORDER, SC.
<br />WITH THHE 2o2D (7LA EDRIGCOOS. THIS OF THE FLORIDA O LOM COTHIS III PANEL. SHILL MN BE INSTALLED AT HICH
<br />- /14-10 PAELWR FUME D AND PA4aAM7E PLUS ANCHORS. AS WANAACRIRED BY FLCO COMIGn C1WN PRODUCTS,MA
<br />VELOCITY HMWAK ZONES (N6-CIE / BWOWMRD COSFES).
<br />- 1/4'P LAC SCREWS PER N.D.S.
<br />DES" WIND LOADS SHALL E DETERMINED AS PER SECTION 1600 OF THE A90K MENTIONED COOS. FOR A BASIC woo
<br />- 7/,6•P . 5/6' WOW BUSW4. AS DISTRIBUTED BY ALL POIM SCREW. BOLT t SPECIALTY CO.
<br />SPED AS RDOIIRED BY THE AOMC" WHERE STORM PANEL WILL BE NSTALLED, AND FOR A OWKCOM4.L Y FACTOR
<br />10.0.e5, URINE A$CE 7-16 AND SHALL NO DIMED THE MkURN (ASD) DEIGN PP SM RATNM VACATED ON SHEETS
<br />CA) MINIMUM THREADED PEW MIM MO MOOo Of IAPCON ANCHORS 9WL E 1 1/2' AND 2' FOR ELOO PAEUMM PLUS
<br />3, t THM 12 IN 171. 10.
<br />NO PANELS" FEMALE ID.
<br />N CAM TO VERILY THE ABOVE C10FOMK MTWTE DESIGN WO LOMS DE ~IED PER ASCE 7-16 SHILL K FIRST
<br />REDUCED TO AS.O. DESIGN PRESSURE MAIM BY MULTPLVVM T1EM BY 00 N ORDER TO CADMIC THESE W/ W)t (ISO.)
<br />C.2) MINIMUMWM PDVRK" OF LAG SCREW. WTO THE 10'It PRAMS UNIT SHALL E 1 1/2•. NO THREADED
<br />DESIGN PRESSURE RAU= INDICATED ON 9EETS 3, 9 THRU T2 t 17. IS.
<br />PENETRATION INTO STLMOD SHALL E CO1MOn AS PART Or THE REOARfD THREADED PENETRATOR.
<br />IN ORDER 70 VOWY TOW MCHM ON THIS P.EO. AS TESTED WERE NOT OVER S,�'SED, A 33X INCREASE IN ALLOWABLE
<br />SIEGES FOR WIND LOADS WAS M USED IN TRW ANALYSIS, FA$TV4M 9MC00 TO WOOD HAS BEEN DETERMINED N
<br />C.3) WHOM EDGE DISTANCE OF LAC SMMIS. WTO W000 OVAL E AS INOIOV7m N THIS DRAWNC
<br />ACCORDANCE WOW N.D.S. 20M
<br />STON1 PNIELS IDEOLOGY FEW IMPACT AND WIND IE95TANE ,MS BEER MODIFIED N ACCORDANCE WITH SECTION 1lOa,2 Bc
<br />C.4) MNi►WIM TERETRL1oN OF WOOD BLISHIIWG OWL BE 5/r. 1/4' 0-20 sCaEW9 USED Stall E , 1/Z' LONG MRBAN
<br />NE
<br />THE ABOVE MENTIONED CODE AS PER AE16GW TEST LAB OF SOUTH FLORgEP A ROOM /0B,4OI-01 AND /0 1902-09, AS
<br />SHOULD STUCCO Ot6f, AND 1' YABAN TOR IiV15 WITH NO 91U000.
<br />PER SSM 12-90 NIL ASTM E 330-W STAt4YMS, AND AMERICAN TEPW LAB SOUTH RORIOIA REPORT /1123O1-10 AS PER
<br />TAS-201 NO TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCO WWM W/ SECTION 1004 Of THE
<br />C.5) IN CASE THAT PRECAST STOW - OR PRECW CONCRETE PANELS. S10000 OR WOOD BONDS SE FOUND ON THE DOPM
<br />WALL, HONORS SMALL E LONG ENOUGH TO REACH THE MAN 571WCWK BEtBD SUCH PANELS
<br />FLORIN SUILDM COOS.
<br />M04 ME Si E AS MENTIONED IN CA). C.2) t CA)
<br />z. ALL AUANOON OMWSIOIS TO BE 6O63-te ALLOY Me TEMPER. (UNUEn OTHERWISE NOTED). SEE SW 2
<br />(0) ANCHORS SMALL E W19TALIID FOLLOWING ALL OF THE IEOOIIENDAlIONS AND 1. CA1GTDNg OF NNE ANCl/OR•S AANtIFACTIAER
<br />3. ALL ALUMINA SA4EET METAL USED AT CLABURES 9HVLL HAVE 3105-HI14 ALLOY.
<br />6. PANELS MAY ALSO BE NSTALLED MORMOMMLLY FOLLOWING INSTALUTM DETAILS SHOWN ON SCION 1 THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SWILL RIME SnRICTRAL OUIRY STEEL AMU A-6W GLADE 00 WOMAN, G-60 GALVANIZED
<br />THROUGH 5) EXCEPT THAT HEAL XUO Ai Si NOT E USED.
<br />STEEL OMOM70N W/FY- 92.2 FM (AFTER ROl1ED).
<br />9. IT 94ALL E THE RESPONSIBILITY Or THE CONTRACTOR TO VERBS' THE SOUNDNESS OF THE $TRITIUM MERE SHUTTER 5 TO BE
<br />5. ALL SCREMS TO BE STIRRM STEEL 304 OR 316 AM SERIES OR DORR=M RESISTANT CONED CARBON STEEL AS PER ON
<br />winamATTACHED WNSIIRE PROPER AIICYORICE. THIS SHUTTER 94ALL ONLY E ATTACHED TO COMPETE. KM OR WOOD TONS
<br />SOD16 W/ 50 N VELDAND SWOGM A90 W TINS LE STRENGTH NO SHALL COMPLY W/ FLORIDA SUKOM CODE SECTOR
<br />'TO
<br />24t/.3.3.4.
<br />to. EACH REGAAR STORM PANEL WITH LENGTHS OVER W. AS PER SECTIONS 1, 2, 4, S. 6 AND ALTERNATIVES IS, 3W t 4W ON
<br />SNEETS 4, S. 6 t 7 KWtCTWELM• 91ALL HAW A LEOBLE AND READILY V4W MOOMO IBTWIXIM OWNER OR TONAW TO
<br />G. BONS TO E AS111 A-3W QLVAWZFD STEEL.. OR AN 304 9ERE5 $7ACAE95 STEEL. WITH>d Ott WO" YIELD StRENGt/l.
<br />sECLM PANELS WIN APPLICABLE REOWORCEMENT "M PAEMM OF NURWAK WARNING.
<br />7. ANCHORS TO WALL SMALL E AS FOLLOWS:
<br />It. THE DWAUATION CONTR4CTOR IS 10 SEALAM N AL SINTER COMPONENT EDGES WHICH FMW*4 N CONTINUOUS CONTACT WITH
<br />THE PA -CM TO PKIflENT WPD/MN IRRUSM.
<br />(N
<br />- 1/4Y TAPCON ANCHORS AS MANA'ACr%M BY I.T.W. BINDER• INC. (MAR. fc-3f92 1
<br />12. SHORN PANEL KWALLAWN SHALL COMPLY SAW SPECS !INDICATED IN THIS ORAWWG PLUS ANY BLALOG AD ZONW. REGULATIONS
<br />- 1/4' • . 7/6' CALK -IN MCHOR5, AS WOWACROM BY EWALT NC.
<br />PROVIDED BY THE AA DCTION MHOS PERM, IS APPLIED TO.
<br />- 1/4•0. 3/4' SOLD -SET HONORS, AS OSYMM E0 BY ALL POLAR SCREW. SOLT i SPECIALTY CO.
<br />(ARM. fe_30m P.11)
<br />13. (a) THIS PRODUCT EYAL N ON DOCUMENT (Pi PREPARED BY ?HIS ENGINEER IS CDOW AND DNS NOT PR VOE WORwTON
<br />- 114-10 PMELIMTE FEMA E 0 t PANEU0i PLUS ANCHORS. AS ~ACRAED BY ELOO CMG-L,%TON PRODUCTS.
<br />FOR A Silt SPECOTC PROJECT; L4. WHERE THE STIR CONDITIONS DONATE FROM THE P.E.C.
<br />- 1/4•0 ZALAC W LN ANCHORS. AS WAWACTURED BY MVLT, NC.
<br />(A) CONTRACTOR TO E RESPONSBIE FOR THE SELECTXK PLM"U LAND OWNI M OULOG LIFE SAFETY Of THIS PRODUCT
<br />AI) mwwm EMAsOmpR OF TAPcOA mCwM INTO POURED CONCRETE 94ALL E t 3/4•t Y FOR ELCO PAEIMATE AND•'aED
<br />ON THIS PLEA. PROAED HiDOES NOT DEVOTE FROM THE CONORION$ DETAILED ON THIS DOCUMENT.
<br />CONSTRUCTION SNETY AT SIR IS THE CONTRACtC" FCWVNSM%M.
<br />t 3/1• FOR b111AC NMe/ HONORS.
<br />(1) IM PRODUCT flWL1ATON DMAWW VALL BE OO WDM WWW IF MOOTED.
<br />AIL) CYX-N t sOLD-SET ANCIIO6 OWL E EMBEDDED 7/6' Wt0 THE POURED CONCRETE. ND EMBEDMENT NM
<br />STUCCO SIMLL E PERATtO 1/4. 0-20 9=0 USED 9Wl E NG 1 1/2' LOW WO" SHOULD STUCCO EIUST,
<br />(d) SITE SPECIFIC PROJECTS SHALL E PR®ARED BY A FLORIDAREGSEPED E4MM OR ARCHOECT WOCH WILL MEDICINE THE
<br />AND ,' MO WNJM FOR WALLS 1NTH NO STUCCO. AHD MAY E HEADED SCREWS OR AL TIREAM SCMM W/O HEAD.
<br />OMOM O RECITE (E.O.RJ FOR TE PRWECT HD WMO WILL E RESPONSIBLE FOR THE
<br />BUT WITH WINO NUTS.
<br />PROPER USE O THE P.E.D. 6NlAMEER O REODRO, ACII16 AS A DELEGATED pDWEER N THE
<br />P.E.D. ENO CK WOU SUBW TO THIS UTTER THE SITE SPEO'IC MOM OS FOR REVIEW.
<br />A3) N CASE TWAT PRECAST SIDE• PftVAU CONCRETE PAaS. PAVERS, STUCCO OR WOOD BOARDS E FORD ON THE
<br />ERASING WALL OR FLOW. NITROUS SMALL E LOG E OtM TO REACH THE MAN STRUCTURE MM SUCH PAELS.
<br />(W) THIS ►.E.D. SHWL BEAR THE WE AND MGWNAI SEAL NO MMTAE OF THE PMVUMDW
<br />ANCHORAGE WALL E AS &VMONW N AI) MO IN A.2).
<br />ENGINEER O RECORD TART PREPARED R.
<br />(B) TO pQ$Ii�j'OBGBE.(F 9L'+'= WNi AS1u. C-90.
<br />14. 9RRhF AWWFACRNER's LABEL NALL E LOCATED ON A WAXY VMS LOCATION AT STORM
<br />- 1E20 • TAPCON NKNOIK AS MMUFACTNED BY L T. W. BULDEV WIC.
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION ITM.9.2 OF FLORIDA OU DM COOS. ONE LAEL.
<br />K PUM FOR LhERY OPOICG. tVABEUNW 10 COMPLY WITH SECTION 1709.0.3 OF THE
<br />- 1/4' • . 7/a' Gilt -IN ANCHORS, AS M"WACTUREO BY OLVL.T. INC.
<br />FLCMDA BUILDINGC�SHALL
<br />- 1/4•0 X 3/4' SOLID -SEE HONORS, AS DISTRIBUTED BY ALL PORT SCREW. BOLT i SPECIALTY CO.
<br />- /14-10 PANEILMR FDALAND E 0 APMDA ATE PLUS Al 04M. AS ~ACRNED BY ELOO CONSTRUCTION
<br />- 1/4• a VAC NAM AHCHM. AS MANUFACTURED BY DEWALr. NC.
<br />aI) W"W EM MWff OF TAPcON ANC011A FLCO WXWATES AND ZAMAC WAN ANCHOR, Ur0 THE 'uCEIV
<br />''•;�� FLORIDA BUNDIN(i CODE NOG WI to 2HNHI
<br />BLOCK UNIT 9ALL E 1 T/4•.
<br />can
<br />yV
<br />9.2) CAX-IN t SOLD -SET MCHORS STALL E EMBEDDED 7/r INTO THE CONCRETE BLM UNIT. NO C %,44
<br />7
<br />am AN.aP.1c
<br />24 CAGE QALVANIM STEEL STORM PANEL
<br />STUCCO OWL E PERCHED, 1/4• 0-20 SCPM USED SHALL E 1 1/2- LONG MINIMUM SHOULD COST, *
<br />"�o�
<br />AND /• MOCaAY FOR WYWC INRN rID STUCCO. STATE
<br />IL Sw,-
<br />N�VW Wrp
<br />� PRODUCM U.C.
<br />&3) IN CASE THAT PAF W STOW OR PMTAW CONCRETE PANELS, STUCCO OR WOW BOARDS E '2ORI
<br />!EXISTING WALL• ANCHORS SHALL E U)M END" TO ROACH THE MAN STRICTURE BEHND SUCH S........ 0•
<br />�A
<br />TM MNsa
<br />r.�... t+wS' Itl& •. Wm w+-+wl
<br />4M LW. 51 1WIIm
<br />DOAK. a 31
<br />RHWC B1D1M-,14A nYA tw•).H-elr
<br />20-175
<br />ANDWAGE 94ALL E Al ME RWHED M at) AD IN Ili /OIY
<br />P
<br />CV•OR
<br />OIMwR Ns
<br />INpI
<br />P.t N
<br />R A Jr. PL
<br />^'•-
<br />fA4IT 1 r n
<br />INSTALLATION DETAILS FOR REGULAR PANEL (t-)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />CONCNT[ BWCIroumEDt"cftw - �R FOUM
<br />CONCRETE m v
<br />EDUCED. RWLOOM
<br />CONCRETE ANCORS CONCRETE ETE ANCD86 POU DOSING RED
<br />(sws 9 THROUGH 10) 2 SHEETS 0 THROUGH 10) (-Z OONCIIETE OR
<br />{
<br />. PWOUWMGi 3 ArNrt•,,01 6 Y19
<br />1/4• 1/2• �ma Ca7NCETE AGILE • 1 I/r cm
<br />(m SOHHEDUIF ON
<br />r•�' I 1 9E[1S 9 1M0001 10 I
<br />/J t9j,
<br />/ ' ! i j •l i j
<br />1TO I e I
<br />HNC
<br />OA ONCLASL
<br />TO MASL
<br />SHEETS EET 3) ---- PANEL LSD*MUOOM am $HIM E3) ---
<br />; � (SE SCHEDULE I ' f ,ITN. 9EPARATON 1• M=.
<br />I 1 j ON 9EET 3) 0 I + i -•; SE � P SCHEDULE
<br />CONCRETE ANCORS __t. L--
<br />(SEE xHEDtIL am , r----' == -_ �.- �:-. _ - oN 911Eft ]j I ON $HIM 3)
<br />sHWxTs 0 TNOLOH ,
<br />1 a
<br />' MAX. 1 t CLAN
<br />1
<br />j EO. w •: irO.aa i 1 '�
<br />Lb. _ i }
<br />I
<br />I
<br />1 COMCIETE CR 1 t 1/2' OG i 1 (A9 AWPLICIBLE)
<br />' !���� �NIA001 tet 9r M CONCRETE BLOW j CONCRETE NICNORS
<br />1 r-ow 9A. WWL w/ AR REOOINED• �_.�..-_�{ (SEE SCHEDULE OM
<br />"`W-"�T,4 • ,2 1/r C.C. 9VY�1EEi+ 0 T1wOLIOI to) I
<br />SET' NLYJC "I'EN SOtD
<br />LOCATION SET
<br />4 ARE USED t�w m � CGNCHKR BLOCt
<br />ALILTA E C =Ellj POLED CONCRETE COICEIE /IIGIOIK ' �n REGLOOM
<br />ANCHOWE RS EDULE ON CONCRETE BLOCK M M MKD. SGOETRD W/ 0R�•P
<br />SHEETS 9 THROUGH 10) SISM, O MROUGH(SEE 9mm" CH 10)
<br />NUN y2mm
<br />MOLINIT
<br />90ALE 3/MI SCALE 7JM1' �� x�LE
<br />Eft A .....
<br />3L. ' CEN FLORIDA RODW (HOE NMrrI9Wno Zone
<br />. 44167 P1011 atIOA "` 24 GAK 9ALVANIM STEEL 4 11RM PANEL ova W.
<br />* IT
<br />E.D. w ' STATE 0 - IL E C O ERA . MOON PROIY 'Om PRODUCT'S. U.C.
<br />1'.
<br />(SEE SfYNEDIKE ON tOp t BITTTOM MOUNTINGS CAN BE pt�'• J2OR1©T',: • • u H1w aA INN Ai R A� SHEETS 9 i 1D) COMBINED IN ANY WAY TO SUIT ANY 20-175
<br />INSTALLATION. A�iI"WBI � Ww-+A• ,Nw1c ONyw-7C+C. YwA dN7IN1-NCF
<br />i0 •••••• OV-OON7,1 s a,. r MUM IN.
<br />ILal A 44 ►L • OW 40181
<br />INSTALLATION DETAILS
<br />FOR REGULAR
<br />PANEL 61) INTO WOOD
<br />ALTERNATE LBB
<br />TBlEm
<br />IEGLC ls..
<br />ACCOUNCY OF EXGTM MOOD
<br />REAM 70 BE GERM M BY
<br />EE
<br />REGISTERED!ENGINEER
<br />9ORRIr7m
<br />WKULlAT10NL ANCHM
<br />SCEDU,E ON
<br />LTERMR
<br />(EE BLTIFDLAL ON
<br />I 1 s1.t• WOI Mae me
<br />9EET tl)
<br />9IET „)
<br />:;• 24m NOT
<br />Two`c.
<br />1
<br />WOOD
<br />-�
<br />1 a/11
<br />REGLAEO
<br />I
<br />, 4SW-an•
<br />Platwn
<br />i
<br />. 4, u
<br />1 i
<br />waOD ATr310RE
<br />(SEE SCHEDULE
<br />2• i
<br />min.
<br />SCHEDULE
<br />1 ON MM - I
<br />i MHn. 9�W1TON m t%ASs. i
<br />7I BL'01OiWNf"
<br />11 A wA�OR 4h .L•
<br />.__
<br />r (Sm scHEotAL ON SHOT 3} I
<br />,
<br />tnY•ao,• t• MAIL
<br />._ _ O N'NT`NWUt® PARn LENGTH
<br />N
<br />S
<br />.---_ - --
<br />- 9NB 16W 11NNa (9E SCHEDULE
<br />PANEL LE GTN
<br />(SEE socaus
<br />HaiWIWI 6ia 7•rj ON SLEET 3)
<br />1 ON
<br />I 1
<br />e0%
<br />or-V
<br />T
<br />OF Vj
<br />I I H I
<br />WAX
<br />1 MAX 4
<br />O 12 1/2' D.C.
<br />WWI
<br />I
<br />E0
<br />1 -� - --I
<br />j
<br />• ,M oc
<br />-- 'RB"
<br />2.4• WOOD
<br />5
<br />II
<br />NOW A C D1115
<br />(SE SCHEDWF 3/4' ------..
<br />R
<br />Noon
<br />! ` £ SCHEDULE ON
<br />V SLEET 11)
<br />SHEET 11)----..-
<br />j
<br />Q3M AND
<br />SCALE 3/8-1-
<br />EWE 3/O-I-
<br />l�Ep A.T/4il
<br />00 KF
<br />MOTE FOR COMBINATION Or sEcrlDNs: 1l�
<br />:' N0. 44167
<br />FLORIOA • JILDING CODE h Veleft HwYNwn• ZOM
<br />1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.
<br />TOP t BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (�COLD) LAID PANEL LENGTHS
<br />•q STATEDF
<br />• '�0' PAC"
<br />Z< 6ADE OALYAIMIEO STEE1. STOR11 ►ANEL
<br />cooF.Pa:
<br />COMBNED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SLATER 3
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />gN`• !`C0 /�
<br />N�
<br />PROTECTION PRODUCTS, LLC.
<br />"h7A9s
<br />MEMBERS 7p SOUTHERN PONE No 2, W/ SPECIFICINe.
<br />ORAL E
<br />aN U
<br />apt
<br />DENSITY OF 0.55 OR EQUAL
<br />AWNRMIH
<br />Itl Y 41w11111�A w ■w
<br />w�lZiA% � 4w nw
<br />3INM
<br />K, fig. 3%
<br />NWB. !L $t420-175
<br />Mac pIN)1N-ley na 0RGN1-Vw
<br />G%.
<br />.
<br />MOW"
<br />Haw N.
<br />PL ■Al/B014WNW/CW[
<br />RDowyEIt PL
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<br />40
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<br />4A N
<br />O �a
<br />Q r
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<br />32
<br />m
<br />m
<br />H31
<br />21.
<br />o
<br />a
<br />s
<br />cp
<br />d
<br />all a
<br />_
<br />CZ o
<br />r
<br />>
<br />'¢a
<br />O
<br />La
<br />C2
<br />O
<br />cn
<br />^�♦♦B
<br />W
<br />VJ
<br />cu
<br />O
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<br />CD
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<br />V 4P
<br />cu
<br />ui
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />a
<br />SHEET
<br />NO.
<br />SH 1.3
<br />
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