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a '. ]►. WALL AND FLOOR MOUNT_ ING INSTALLATION FOR L'p�q"M;"at +'' ° "'"�wL�
<br />aQECrR MOW16 P' .16A CALL..-' 1. b PA.!
<br />>Er2 a ---- _ - d - - SPUT PANELS _ 9MCTam •`„«E,«� 4
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<br />• SPANS FOR AS O OESION PRESSIME EtAT1NG ' * "� S
<br />To FLORIDA BUILDING CODE h Yatoci Nurr(cone Zone)
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<br />^ AMNIWN/ ION,S}U,Ly BE OPoEN,EO T '. ngON tA16W, pvc -.. 1A
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<br />1 PNaAL EL O" m iE16M `.fit'•. F10RlOa,.
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<br />OR KI,'TDN SO TLNLr rt & lOOAtED AT T$P pt 80rTOLt OL' OPEMMG. l
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<br />INSIALLATION
<br />DETAILS FOR REGULAR
<br />EXISTIN9 WOOD STRUCTURES
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<br />- ALTERNAIM AW INSTALLAIXINS - ALTERNATWE SW
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<br />INSTALLATION
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<br />.J3S'T�-LATION SECTION An
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<br />I. INSTALLATIONS ARE ONLY YALJO FOR BUILDINGS WITH A.S.D. OE59GH LOADS
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<br />up TO 455.5, -72.0 p.s.f. AND PANEL'S LENGTH,
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<br />FLORIDA BUNDiNG CODE N(h Velocity NurfTOone Zom)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
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<br />PINE NO. 2. W/ SPECTFL 7 DENSITY OF 0.55 OR EQUAL
<br />3 No..4167
<br />20 GAGE GALVANIZED STEEL STORM PANEL ORION W.
<br />a(gIE DDMBNNAtioN OF SECT DN<_;
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<br />MAXIMUM A.LD. DESIGN PRESSURE RONG (D.a.f.) ANR CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
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<br />• SUM W/ 1/,•.-W31I' S3. MS IN EwKNA N OYOaM a WLD06W Or PANEL
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<br />MANOR BALM OM sivico € IN So... 3 I jr -
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<br />ERNRR.AI ANCHOR SPACINGS AM LW MM ONE DiSMAIM ARE OWW O ON DO SOIMU. MR E D. UBS
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<br />THE F%L.WAIN' FROM TOR The OPERATION TO K P059KE REDUCED SPAC04 OVUO O 4W4 FACTOR
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<br />INSTALLAT198 DEAAI S FOR REGULAR PANELS
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<br />'/' 2"€' 6 '/t °`' FOR
<br />PANEL LOWC 6 IMP 10 6'-6' AM 6 1f4. O.C.
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<br />FLORIDA BUNGING CODE (High Velocity Nurrieena tone)
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<br />2. FOR NEW WOOD FRAME CONSTRLICRON: WOOD MEMBERS TO BE SOUTHERN
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<br />PINE NO, 2, W/ SPECIFIC DENSITY OF DM OR EQUAL.
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<br />DRAW MY.
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<br />MOD. PANEL LENGTH
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<br />Ma PANEL LENCTr
<br />4 114Y-2Wt/• S3
<br />it Mx w/ TH'T' •
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<br />..... (SEE NOTE ,)
<br />1/AY-3Oft1. 8S
<br />� Ms wf TIa'r :
<br />i 3/33 WMa NUM
<br />� •..
<br />(SFF NOTE 1)
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<br />...-.. ._
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<br />I - IAS SORE"
<br />r-•q
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<br />O.C. W/ 2'
<br />2•.4- WOOD PATE
<br />RECURRED
<br />-. _ -
<br />•.
<br />(,t-t0 PANE1WTi PLMS
<br />...3 8 / a' DPEi[tWRAI1EIN'♦e•
<br />2 +t WOOD_PhATE
<br />REQUIRED
<br />s _ _
<br />)
<br />..
<br />e. 1 rt^ Woon PLATE
<br />�t. REQUIRED __..
<br />..
<br />_.
<br />MN. THREADED
<br />PENETIMILTION
<br />MOVROTH aF AKATY
<br />WD WIDTH OF MATE
<br />,
<br />1/4Y LAG SCRM a
<br />-r Q.C. SIAOW" el
<br />AT MMWWM OF PLATE
<br />ALTERNATIVE
<br />SCALE 3/8-1'
<br />DIRECT MOUNT
<br />INSTALLATION DIRECT MOUNT
<br />ALLATION
<br />SCALE 3/e-1-
<br />SCALE 3/8-1•
<br />tlDIE3:
<br />I. INSTALLATIONS FOR ALTERNATIVES 8W, 9W & TOW ONLY YALtD FOR
<br />BUILDINGS WREN A-S.D. DESIGN LOADS UP TO +43.8, -4&0 P.S.I. AND
<br />PANEL'S LENGTH UP TO 12'-e
<br />& FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE TIM 2. W/ SPECIFIC DENSITY Or 0.55 OR EQUAL.
<br />TOP A BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN. ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />�e
<br />C_
<br />to RS N
<br />C.�
<br />N
<br />N 5_ O O
<br />C CU -0 0-
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<br />DONNE N mm E'ONWM Alm FOR CONCRETE MICRONS. SEE SMEDLIE ON SHEET ta; ALTERNATE
<br />(uE a Von,,°4)� :: (�E SHE,, °N,) r_ roA "°°° snEF ` mE"." °" SET, 's i, 2 & Tw/15 j }- 1 8 A`Ln Lnoa INSTALLATION QUAILS FOR OPTION # I FOR LIFE SAFETY STORM PANEL SYSTEM
<br />. J / r MIT., S -,A7 END PANEL
<br />POURED CONCRETE t a/4 2A/4 3/4 4 4 1, 2 * 1w 1s INTO i)�lC� _LIRA
<br />- (. �r wn. ;E STUDS 0 EVER,' V ' LAD sCREMa s r a. ata
<br />11` .560' .- _._ 1"-@ 112- -....-._.... r2
<br />/ OVERLAP
<br />SO 'ttOLO 0. C') q ! +III ; t°'bam,INc WORD ,EApER w!
<br />III 33 TO iS. WOOD STR GTU
<br />It
<br />T I POURED EDNEAE,E i 1
<br />) t i
<br />I 7P
<br />q_T s/r M� (CASE I) I _ 1 - - - -- �}• - ' II g
<br />i 3 tAln. (LASE A} j
<br />OVERLAP i n I 1 E
<br />`" - 1 I �.•_j ~•sett aM f I-1`E °"" t1 I k !(ia'LT PANEL
<br />i '
<br />om ftdQ ona
<br />EDO -
<br />FOR FOR rwn. SEPAAATIOR i i - - j i 3 R_
<br />I i"•o ds"wa ° i to aAs i �q e i �- j I 1 I I i I r q I 0 E I 1 a r n
<br />i.� i � i II 1 ,• (NTs) �_oom
<br />STUD a 12 ,r�TOc, sTG • 12 I O.C, r j i i j T j (,1J I I'I i j T , I SEE SEE I NOTERIOR PANEL END PANEL .. t t/4 , , INTER,OR PANEL END PANEL I i i . ED
<br />,roar tMUFtR; _ ,Aar Nrl3WE IE, ! III T11 ' 'scLEWLE 01 - SC'•EDULE /I � 1.�SEE , ''� � Now •Nuorx�
<br />O/E' Alin. (CASE ) 4 q "
<br />_ 1 -I _ 1 1. _ J- NP Mm. me Ma,. �--5• -.• A aE B — S02 FOR m#2 FOR
<br />7C�pk �/j'�j ,:
<br />I t16' WIT - .. i i0 v! LT , 2' 0.0 jSEF Qf 2j�t{� W SPECDNa115 - , _ j i ... _ -_ . �. i j �_ _ .� i _ �_. �d ANCHOR "CHILD
<br />® I fILO'JR[b
<br />( -. .-... _ .., ,.... - 5--- FOR %2 ANCHOR
<br />ImEE GEM. /,.y 1. ro a �7 1/2. O.O. DR DIRECT MOUNT TEAL 3 ! ttt
<br />T mPACRaD °" SPACINGu+ 1 I
<br />MCA. -
<br />1 i SPACING
<br />W. ,^-3• Wn-_..` - Ai w@OO .FADER
<br />DETAIL 1 ; WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 N AFYr/a�1G EAR - REMAINED
<br />romAs ,/l4 -jam' . {KTaw11r1C LDOi10R' SCALE 3/16- - 1- SCY.E: 3/ir . I• j gi,p
<br />ND SP4NDING .aF wPD w E CL
<br />A S.D. DES s eT ANTES IT VE 1 �TERNATIVE 2 De ! I i I i N aG FW[E15) R IN s f) A CORRE
<br />1 i 1 ► I i acMs Ir+aMAXIMUM DESIGNMAXIMLM GI'�PRESs`I i
<br />Pou � c�W 1 3 I 2n4) wr y,+EEVMns
<br />_CGRRESPONDING MAXIMUM ANCHORSPACINGSCHEDULE MAXIMUM PANEL LENGTH "L" SCHEDUKock LE i'Nlmli ts�i) tD • +2 ,n^ $c
<br />FOR
<br />REQUIREDf { { /4, 2/4, ZA/4, 3/4 OR 4 4 1. 2 A 1W 15 1• Z � Iw 15 iHST 1 t eT S INTO CONCRETE A CO BLOCK
<br />F f ! / _!gN• l�SFIFSTCABLE I�
<br />RUCTURES SY?TEL ON .A,rET 13 . �jj
<br />/ WNRAA, "A xWWI M.• a.0 LANAI i __ $ i
<br />1 ! ALTERNATE
<br />LOPE SAFE /2' • PWs7WTNo t a (i s TNa a' F- ON Now 1.
<br />FOR i ._.. k
<br />AREA M°NO LIFE SAFETY %GHEE, .. LSA" PANEL LEE (SEC NOTE iRELEN� NAa UV k&A SF w-Mm LYAA-■ PAKLLIA1i fEYNt 0 PANIun:[ .US APPXA&L TO ffCTMf3 A YAsalw PANEL �' EQE.. L .
<br />Cb1KRETE rNCwoRs r,_,r, ..-'.; is wREOULARUELSwRS OR L•• {LO's'] ' -� a LAST PANFt TD BE x¢TNLED Ai PRCSAaE TOcomcam R ff C�FRF yYl ) `dJA. Ma P-L' Y Jlr• ulacmD to CL.KS +.-. EQ j
<br />(SEE SCNEOLsi' ill SAFM 5(��}RM - - LEAIOT+ 4• (R a IE I
<br />' .� /•, _ q�L 1` w'et pR@y,pIDPNA. DPCR �EmIEAl 7MTMn .wf • DiACN BLOCLt LlOC1t a3OCR atOELL M-"N ANCHOR s"0" END LNOIW EDGE WW" ARE R0wo ON ,1a6 3pIO IA1, FOR ,, K' I Y
<br />[ m $ ro
<br />OPTION
<br />{ 3 EwO�
<br />SEfE'1 u) POURED EnFCREFL'-` (M. 7 i0 F'ACI.rtATE iNSTAUAFON K RREROCD 8 N/A N!A N/A 6 N/A 8 NJA B NIA 1 8 2 EO�
<br />Cam. ,IEpm4E'D y TO 8E MAATE E OR aTCAaEe FP'$II IN1TSE - ((�) E.D. LESS THAN M:AlEO OR sOm mu IEDLLCE ANO10R SPAc" Br MULTIA"Two %%Ad I I EQ} O
<br />£Q
<br />A's
<br />55.@. -72.0 B^ 7' 9' 9' 4' a• 9' 9' 9- a^ 1 (BOTTOM) V-0. OR LESS SHOWN ON SCEDLU IN M FOU.OWMa FAC'MMs FOR Tub OPDEM,ON TO K POSML
<br />CONCRETE AML"Lr0MMLU Owl - ' �,L OF STRUCTURL AMU= VACM OBTAINED U04 FACTOR SNARL NOT K LESS nWl MTWUft WAACN° � .. , � , "�"
<br />{mfL small '.) .�vE,D ELEVATIVN 6' N/A N/A N/A 8' N/A 6• N/A 8' N/A L Ie 2 (TOP) NGEAIED FOR EACH M40M TIT•€ At ANCHORS ILMO I ) fAmRMW tRISIX
<br />WALL MOUNTING INSTALLATION W/tL_ {jAR MOUNTING INST/U!!TION scuE 3/3r-t 4s5.@ _72.0e: 5. 9 e 9, 7 I/2' B: 9' 9; B• 1 (BOTTOM) s'-o ro r a' iso TYPE _ LIt'.. err'+ ..T'NaeoA. - "N_ _.__ _; n F RF> D ^^�
<br />1� i IaR T 1. i R 8 N A NIA NIA S N A 6 N!A 6 I N/A ,@ a (TOP) yA +NaNOR W,.M" All '
<br />SECTION - srxE 3/a' . + SEC710N 2 SCALE: 3!a' < , I.- M® nAP ® Vr uP y 17 +SILO -7x.0 ! ! r-6^ To a -e'
<br />CAP] ] 3 3 21n
<br />NOTES ON IJFE T Srmu PBN;j, c,cTFL--"ATt�({_; i 9- 4' 9• 8^ 9' S' 6- 8' 8' 8• 1 (BUTTON) •woDRAWN of ] J ] ] J \y,,.,.
<br />t. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) "Low s■■IaI as as - 3 -- ] 3 ,'_j3_ 3 In t,8, cam. ALTERNATIVE 3 ALTERNATIVE 4 U W
<br />OROR AS AN INTERIOR PANEL. (ANY PAtff1 LOCATION M BETWEEN END PANELS). 1 B WW NfERIDn PAW38 8 EAiTEWL.Te LocLTOR .g., n J2• • � � OK� (� 4 -' p02v X/. utc satm w r 0. w! 1 In, —
<br />SAFETYAN I PANELS MAY OR MAY NOT BE CATIONINSTAULDIN ADJACENT N REGULAR PANELS SEE ROTE r3 AF u0 AaNOS. ,$(,',yEF21,JF. J 2 : EWf FL,?nsL ,AOUNT (bNOLTR»G At BOTTOM-J6-_,E -3_s , ,n. .LaTI
<br />_ _ _ WIT. EwREAOm F'DEMTGN6A''^^],n v,,/41 -2Wr :: LL3,. w d• 0RAD FRAME CON i N & NCHOR LOCATION(Wj OR W/O RECA,UR TRACRS.) SEE wDE ,) ._ _.. ..._w _.. ) - N'#-2&a• Law M 0 eteNnc w/ cT.r irsCIO
<br />W
<br />6p tsFU€ a 6» W Fwel nr ET N.AD DEE f (s6o • r ■R nmNl a aF Nc E) APPLICABLE TD ALTERN TIME WOO D TIO S A1- UFE SAFET' STORE PANEL CONSISTS OF MOW ONVANiZED STEEL STORM PANEL AS SECTION O-O �. T - - SECTIONS / tr EENGTUM PANE,, p -_ -;� w s3 _.._. ,J,'t-sa PPLUS 0 I FEMALE IO DLLPER SAMPONEMf ' . SHEET 2 DF DRAWING, SCALE 3/32•-1' NR6SUft tO OF Tffi LENGTH 1• (F,.) 4NHNL T'TU'NA• 3 t - 1 w _ _ w _ T PANELmD F Arroom N M WEASL/ a+c wbpD - L' m
<br />THIS PANEL ALLEGED, ITSELF TO 8E REMOVED OR INSTALLED FROM THE AfSIDE (%' CFO .Ar.! �,;�P ".J PLANE NOTE ,MUTTER tAACLb NOT v+LA161 FDA CLNTTT
<br />STRUCTURE. 1fALMUNt +a9.2 -81.3 g• g^ 4 t/a' , , 2' 2 (80TT01A) 7 6. OR LEca 4+ •,••,• •••,••-✓ 1NN/■nN3N
<br />,I CENS WALL MOUNTING INSTALL / TION a 11t
<br />s. LIFE SAFESY P REO(nRES TOP TRACK TO � COMPpNEMme BOTTOM rRACR i0 o`N a, TIA.aJ +sae -56.@ 3' 3- a• ,• a (BOTTOM) 7 6' OR LESS '•• ICS�.. �,{'��•a LJr✓ � W
<br />As PER SHEET 2 OF THRS DRANTNG. 1a`.`fGK,,.........,✓ - -N ALTERNATIVE 1 W �V
<br />COMMNEEMOOF1®T v BE TFs'LALLEO wal OR ELDER MWfRED FOtLOWNG SECTIONS , A SI�V: £NSA 'Q SOUL
<br />+55-0 -72,0 2 ,/a' 2 Tj2' +° 3 ,/3' 2 (BOl40M) 7'-()- OR LESS NG. 44167 `? --L- 1• ZTr; ;y�GENS;''
<br />2 OIL ifit5 SHEET, AS V1E11 AS DETAILS , A 2 ON SHEET 14, '_' .' \G lC •'•., 2 1 I (BaTrLA.L) 7' V TO a'-V *Zone)-
<br />_SS.D -7a.D fa^ 2 112' N/A N!A FLORIDA BUILDING CODE h Velocity Hurricane T FLORIDABUILDING CODE(High YWIOON Hu Come Zone
<br />FLORIDAFBUILDING CODE (High Ya1ocN Hu Dan* Zone))
<br />i. N^a. LENGTH FOR COMPONENT R IS^. - +:55.0 -72.@ N/A N/A S. 3' 2 (BOTTOM) T'=8' TO 8'-8' L P2D20 Tft1ECO. .C. MY «_ : N2DSO ,A1ECD. "C. Fs. Q
<br />Max. ANCHOR SPACING FOR COMPONENT 4DANCHORAOE AT 80T(011 IS GIVEN ON z NO• �'k - WN20 tR1Een, dlc. 2Q �E GALVANIZED STEEL STORM PANEL FR �+� FGOR10�:: ' 20 GAGE GALVANIZED STEEL STORM PANEL a �..: .* : •� - 20 DACE GALVANIZED STEEL STORM PANEL pug, Rr
<br />SCHEDULES t t 2. SHEET ,a. = * DAwRI ar: . O >� _ s - -
<br />COMPONENT
<br />®MAY BE PERMANENT OR REMOVABLE S , - ••T EOF--`AEA Z
<br />.qq OR.12C -g �w�■� / PROTECTION PRODUCTSL LLC. Q7 u Ems° y n _ - f a o L R1 - - DATE
<br />5. SEE TSEtAAS FOR INSTALLATION ,ALTO WOOD tRAME BSa10MG5 oN SHEET ,5. :5'•'• MAIL GAr O iMc _ m/M�30 ,. IN3TN,ATOMS AM QRLY WAN FOR NALDNDS+nM A5.@. DF5ICR LOADb UP rD .s
<br />(H OB11L PROTECTION PRODUCTS, TLC. 453.5. -72.0 PO AND, PNEEA'S LENGTH UP ro W-r �. ' • F 0� < GLOBAL PROTECTION PRODUCTS U.C. 6T/A
<br />j NAM IL ECOEFE�.,.a.�'•.....r 1�� LTE O
<br />'y aF ••. •• i \ +AK, $11" 51 SWEET LaNA'Lyv AMC,4w A.W. s, STREET 2 FOR rlw WOOD FAMIE COAKTAI)eT,Oie wa@o MEuwRS ,O K souTMERL+ ; FS ' ((, - r ^� +aao xW. 6, s+REET Z
<br />E •N !F. K a MA wLmLL NFaW n N,M WMEE (6N}YF761b, fAk EfC+NM-R7A7 6 SEE SHEET 4 FOR DETNL APPLICABLE TO THE IECESS±iY FOR THE 7?<YN OF -t F' FE s_ RAE No. 2. w/ SPECRC OEN3F'TL' OF O.•� aY EOW4 A4 + we r wLSIw rR Ia -
<br />A T Af - IYl1E, R SlTE4 a coASARF awc a Z,. 20-176 A tR $ • • 11 w ETLaNEESWNO COMAANr awE. ML svU 20-176
<br />S UP! a` f L.F L JN ■. t.■R ..m L n n Mc (ss+Ter-734a. FNi p5.Nw/-6»a 20-1 TB / NN JY s Y a w■Mw WRLwR n m■ PnaNi: tss.lw 7sta nu; (AS.NWP e»F N M
<br />SPACERS AT TRACKS MIS'TALlEO ADJACENT AND BEYOND 70 STUCCO D BANDS. DAM, 1 t +*-.. Lm) FIT-,L■ F« (mO W,_., 1 Enra TaaN mA- ti lLN ",-+,a, ,TUN M1LW
<br />IMLMLw; SE1LL/3,WNi,,IwJ'DAt[ tR1■t■ 4,r NA a♦,s O`WRO ,u {A-AOMN16 w. — ,q 4wr MMMIG Art OA-As, 0 9 _ MNwLO Rn
<br />wNTTA A T[L)TTfM!� P.E SEALrSIOLMNIRrWOE wkTW A Ta1FT Y. RE .•.a A PE S1arSMeM,U,O'IM,E �'• : LTo FF,_,u Far (LP' m-aan -
<br />�� y M
<br />• , M - - Wm N a 2A IMLtEP A illlfl `..'P.E
<br />"� ILr[TI] W 31 , T . _ OEST TI N
<br />SHEET NO.
<br />IS 1.1
<br />
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