|
.9111;V2222 m-,
<br />10AXIMLIM ASM. ""
<br />-. OrTION
<br />m.
<br />ARMT,
<br />S.-mm (S.W
<br />To' OR UESS
<br />2 q/Ir
<br />COVER -
<br />.s". _15,3 79' OR LESS
<br />2 7/19-
<br />AMIED .
<br />v ft 4"W
<br />C�S.& kU- & WWOkW AT OVEMAP & 4OX OF P94M LEVOIN
<br />PAWL
<br />AMMON
<br />`ACM FOR r
<br />MA" AH'"Oft & 112" �
<br />0
<br />=1
<br />MIT omermuw
<br />r POP)
<br />MIARIAN RAPID.
<br />WORK v V.)
<br />PO
<br />0411r�
<br />UPOONG
<br />GALK-IN
<br />PANEUMARE put" 10
<br />PLUS
<br />To
<br />To "Ourm
<br />TO wmwm
<br />TO -
<br />OONCOCTE
<br />mom
<br />N/A
<br />12,
<br />-
<br />I:e
<br />N/A
<br />12'
<br />To.
<br />31
<br />v
<br />1.
<br />4*
<br />2WMO
<br />12'
<br />3.
<br />Ir
<br />r
<br />IS.
<br />1.
<br />Is"
<br />I, mo �)
<br />1,X
<br />GOLD, -76's
<br />N/A
<br />NIA
<br />N/A
<br />NIA
<br />RJA
<br />A^
<br />12 I"'r
<br />it'
<br />r (stwom)
<br />70, OR LESS
<br />N/A
<br />5 1/2-
<br />N?A
<br />4 1/2'
<br />N/A
<br />4 llr
<br />N/A
<br />3' (TOP)
<br />12,
<br />N/A
<br />11.
<br />N/A
<br />0 1/2'
<br />N/A
<br />9 llr
<br />NIA
<br />3' (BOTTOM)
<br />12'
<br />N/A
<br />12'
<br />0'
<br />Ir
<br />111 1/2'
<br />W
<br />It-
<br />12-
<br />* Lium To mo pa. A-sm DES" Poustled: PATINa,
<br />A SM SoW 26, FOR AICH" Illt & VACHO MR IWALATP41S ORR IMAto
<br />MAW OVAJ*4
<br />MINIMUM ANCHOR SPAMIGIS AM MINIMUM EDGE DREGNIM ARE INGICITED ON THIS
<br />SCHEDULE MR ED. LESS THAN ]INDICATED ON SM" REDUCE ANCHOR SPACM
<br />By "TIFILTAS VACM SHOMM ON SCHEDULE W THE ADUAWOO FACTOMS FOR
<br />THIS OPERAVOIR TO BE POORr ROX16101) $KIM OVANED USING FACM SWI
<br />MIRMAIN SPAM M)rATW MR EACH ANCHOR TYPE AT
<br />min= TOT
<br />1/4, 0
<br />h a
<br />PLUS
<br />0. AWHOR VACING (I.)
<br />j
<br />3
<br />jqej"jp-6�16" mo
<br />I
<br />O's MNJ 10-mMe, ;;A
<br />3
<br />1 3112
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<br />1
<br />OM& EA RICK MMIM
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<br />F,1111�
<br />+ Otiomm uIv,, Derlmm OETNECM mommo
<br />AND (1) 70 OC- 1/2'
<br />+ + IWOURIES Me ANCE BETWEEN BOTTOM OF PANEL
<br />No Q TO;IEfIt/tr vu-il
<br />COMPONEM FOR REOULAR, UE9 SAMY
<br />A E-Z HANG STORM
<br />PANEL Sm
<br />(SO" 112-11
<br />(Talk
<br />F_ T
<br />-IQ
<br />F
<br />Ix,
<br />4
<br />0424' MAL YNO
<br />GALVAllm stm
<br />.37 mar 0 6 y/4'
<br />OR To, it vIr ox,
<br />IQ- ow4umm)
<br />I EDGE
<br />ASTM A03 rYP.
<br />ORAM 60 &*"
<br />C-60 GAVX
<br />KEM 2w
<br />EDGE
<br />L-DETIUL A
<br />Air
<br />----------
<br />J7.5'
<br />..35W CD JMRM EMEL -
<br />DETAIL A
<br />PANELS SHAUL at INSTALLED AMYS
<br />FROM LEFT To INKY W/ I/r LED
<br />AT 00 AT LEFT SIDE OF PAMM
<br />"140 HEMER
<br />OF* TRACK Ab&L MM
<br />W/ RDINED EDGE
<br />to,W
<br />Am,
<br />i *,27W
<br />TOP EWE 0.024, (wj
<br />OF PAW GANANIZED STEEL
<br />.3w-
<br />PANEL
<br />r
<br />2,2,0.
<br />mm=lc xu ou" A
<br />im-W rT---
<br />OR
<br />ROUNDED DRONER 0 ENDS OF PhoWs
<br />4m"
<br />'END UP W/ HEMMED EWE
<br />.375' 1
<br />Aw
<br />072
<br />2.5 t W
<br />i
<br />E 'WE,
<br />3 05-HIS4 ALUM
<br />Im"Orrom
<br />OF PANEL
<br />2024'
<br />Sm SHOT a FOR ADvo4k
<br />UMITAIMS IF SLEEVE WORTH 6 1 J'.
<br />SUEVE 2 1/8
<br />MM, LOGTH
<br />ONLY VAUD FOR OWALIATIONS NO
<br />wow STROCTIORCS.
<br />'H*
<br />50'
<br />�,
<br />Au
<br />REV, READU
<br />!U' HEWER
<br />=--A
<br />i
<br />SjjM6 MAL
<br />MIN, TO r M"
<br />MLJE
<br />'J'
<br />.374'
<br />L---=Fj'
<br />3.000Owl -TV ALLOY
<br />410 -275
<br />1
<br />mKii le
<br />IINNIN TWK HANGER
<br />'NVA" @
<br />Lmilze- WIDE)
<br />(USC ONLY FOR E-Z HMO STOW PANEL
<br />SYSTEM) sm A, ALLOY
<br />If * z "ftRY
<br />NO. 44167 FLORIDA BUILDING CODE No" Riah ___Ily "u one Zone)
<br />IT "U
<br />I_ '
<br />I cryp.)
<br />Deal .
<br />i
<br />s '. 1. OF
<br />"m TAMA m
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />_-zow-
<br />I Met
<br />RE 3 :7
<br />GLOBAL mncm PROWCm mc.
<br />&W. 51 STOW
<br />Itm4)99-�
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<br />I 4mm IM
<br />A.A.
<br />ZMGTH
<br />WOULE
<br />Ty 3)
<br />E.D. - MW 0151004CE NOTE FOR
<br />(SEE SCHEDULE ON TOP At BOTTOM MOUNTfNGS CAN BE
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />1. IIX - k- I- F, -
<br />DOTES 9 & to,)
<br />BUILA=oa MOUN71"a nLL MOMMG Imusl MOUNT WmAgm ffim
<br />W�p lwq�p
<br />44157 1 1
<br />I/TiL
<br />me-C I. o. - - \
<br />24 GAGE GALV&= STEEL STORM PANEL
<br />F�,
<br />Dom By,
<br />GLOUL PROTECT" PROMIICTS, UC.
<br />08'UN."A r4
<br />AMONE_- (w)u!,-7vA VAL, CM)N�M7
<br />zo
<br />0 1 s
<br />oRMAM0 N.,
<br />INSULLOON-DUAU EQR SEHIES 2900 & 1990 E-Z MAL49 SIQ M PANEL
<br />.INTO EXISTIN -WOOD SIRUCIUM
<br />lk" LAG SGREWS 0
<br />=* ON
<br />2W wow
<br />t/4*0 LAC SOROS 0 111 at 01 TO W0,00 HEADER. AIVURRED SCREWS 0 ir GAL W/
<br />1,,2 'IM0,1HRISAITED El FLAT oft ON EDGE T"WAM PENETRATION
<br />C.L #14.1, SAM
<br />NEADER. To EXISTING WOW NORM
<br />J Q) �1 4TMS
<br />li'mx wm
<br />ov, " OF 0
<br />lo sm"
<br />Y
<br />ME 11=210 TRUSS 101, TOREADED PENETRATION 0 a END OF
<br />M.S. "J=ILIA21 10 DRIDMID WOOD tw"R
<br />El DCMJL 1/2. It m
<br />-p Evm DETAIL I A,
<br />I9*AIu POP *0 C61* PAW SAA
<br />awl OF ava- 0 Ek to OF 10
<br />DETAIL I
<br />NOTE IA
<br />i/A.0-mll
<br />M. SCRIM
<br />_SEpWTaN
<br />NG.4. Ir O'c a 1
<br />TO OLASS. EVERY OVERLAP 2 I'v MITI -
<br />EVERY OVE"
<br />117 GLASS,
<br />kf� SCREW
<br />/ I
<br />To
<br />EVERY' Ov&AP
<br />n3ca
<br />a Ir GO.
<br />2 Ve-;
<br />7 ED
<br />KNOMM 1A Gal* .... A
<br />;�va �19'*NW2'z AN/C41
<br />1 4*r- 4v
<br />L
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<br />TC;R FLAT
<br />NOT 11'2� 11:!,
<br />SER
<br />WAUL MOUNTING -1/4-0 LAO SCAM 0 0- LAO WAM 0 6- ox, W/
<br />W/
<br />uh, rdmmom 14" IN EADED PONETRAMON
<br />OF PLATE
<br />WA ALTERNME 2'-)V wm
<br />09 ON ED" SCALE ne 141." ZDARE"
<br />T
<br />SCALE 114"-l' to QE11 G MOUNTING
<br />ALMMAMVE
<br />I. INSEALIATTQMIS,�$MY VAUD MR BUILDINGS WITH A.S.D, Dom LOADS
<br />UP TO .65.0. AND PANELS LENGTH UP 105�-111* SE,
<br />El - 0 k, A, j14%j,,Ay Wsm"WI,,4v- `T,
<br />21 folk Now 100� 11,11 MID -
<br />W PEj
<br />PINE uo� r". Ole= TO BE
<br />$
<br />DA BUILDING CC no Zono)
<br />DE (Nab Velocity HIM
<br />No, 91, 161 cOm tosm W_
<br />20 GAGE GALVANIZED STEEL STORM PANEL T0
<br />WAN W,
<br />S Of
<br />low OR 20M GLOBAL PROTECTION PROOUCTS, IM
<br />-OW SIA ITT
<br />lop 20-176
<br />MAY toonom MOLOCTIMOS CAN BY COMBINED In ANY
<br />SUFT ANY "WFAUATION, A' -'err __IAMEAM 1-1-zl WANING
<br />Wkm A.
<br />A ran a OF a
<br />ra RE I7PTff0T-1r()]m
<br />MAXIMUM PANEL LENGTH
<br />*L+' OR *L-", (ft.) 9
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<br />(P.W.I.) I+ v -
<br />co4wtm Ak wow
<br />OWALIATIOMS t
<br />AA
<br />L,
<br />2116
<br />lie-0.
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<br />101-0,
<br />me
<br />w-lo,
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<br />watimm QL 11411k OR D.M.O,(
<br />IN= ummilEct &I UMLLW96�
<br />MAX I MUM PANEL LENGTH
<br />-L+- OR -L-- (ft.)
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<br />INSINALLATIONS t
<br />L+
<br />L-
<br />20`0
<br />1414*
<br />li'-O*
<br />le-10"
<br />Ift-O,
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<br />OR&
<br />$so
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<br />lw�v
<br />.
<br />1010
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<br />3,�.
<br />FIG.*
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<br />I.
<br />1415.0
<br />�s
<br />A _N,�
<br />I llgm�
<br />,_r
<br />MINIMUM SEPARATION TO GLASS SCHEDULE
<br />MAXIMUM
<br />"0 SPEED 19 170 TIRM
<br />1044) SPEED > 170 mplh
<br />PANEL LIMON
<br />III')
<br />RISTRAI,
<br />30 OR LESS
<br />0 I/v
<br />�33 TO go
<br />71/2-
<br />7 t/21
<br />L: �11010 145
<br />1.
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<br />M4M
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<br />1/4, 3/4 4/5, �/5 & 6)
<br />4 G.' 3W/7 & 4W4
<br />ANCHORS (SEE SCHIEDULE ON.
<br />SHEETS 9, to &11) ___rr MA
<br />------------- I'MIN
<br />z
<br />W*41 'Ek I'VERLA, 9
<br />SECTIONS AS APPLICABLE) 14
<br />3/4, 4/5, 5/5 6/5 1- MIN,
<br />Lop."/Zhi. 2W/6, 3W/7 & 4W/7
<br />-ANCINVISMSOMAILEONSKMO, IDWI�-Z
<br />REGULAR 99RM EANEL In ELEMION /r M., GAP
<br />N.T.S.
<br />7
<br />Oft -1 WOE VALLEY), I,
<br />=IWXA-_A
<br />WT.S.
<br />(2) PROCEDURE I& WERIM04 MAXIMUM PANEL UEMOTHI
<br />WOOD An ILANTED TO -
<br />4416 40m 11&=� W_ 24 GAGE GALVANIZED SOL STORM PANEL
<br />TE or 114LOW PROTECTION PRODUCTS, LLC.1
<br />20-176 1
<br />_M16[W10N QUAILS FO_R_��
<br />INTO W099 SIRMURES
<br />wow AXWORS' m
<br />ME 04
<br />ON SHEET 3)
<br />"12 klax,
<br />PANEL LENGTH
<br />2 WOOD ANCHORS SCHM"
<br />SHEET We
<br />/4. SHEET 11) SPACER
<br />MAX. G UJI SPACER_ or
<br />LENGTH mix -4
<br />WOOD WADER - I %
<br />f 21' ED
<br />REDOIRED
<br />to I
<br />I' MAX UDING ALUMINUR SPACERS a 12 1/2-
<br />O.C, (SEE Tma it ON SWETT 11.)
<br />MOIL SEE NOTE - BELOW FOR UNITADOWS FOR
<br />SIEPARATION v MAX, v MAX. I 11F LONG SLEM
<br />TO cuss, PANEL 11111011i
<br />PA14EL LEN71H
<br />(SM SCHEI"A (SEE SCHEMIE
<br />lmm SCHEDULE PANEL uATE "wa to PANEL mATrL
<br />am SWEY 3) ON slim 3) ON SHEET 3) OR
<br />PLUS (SEE SGKDULr ON SHT� Ill
<br />S& sous NIO I
<br />i -1 _j
<br />SWIMiA.
<br />FOR AWRIL ARATION
<br />EXIST" TO GLASS, 2W WORD
<br />CLASS PLATE REQUIRED
<br />SHEET 3) __01 W1 SPAM 61
<br />ALTEMJ&= 2W -
<br />-6&k SCALE 3/8.1-
<br />I SEE
<br />wx 0 t2 1/2' ox., MA"Xf I)ON It FOR
<br />AX �o tjg�� rDMIS PANEL LENGTHS At
<br />OF INSTALLATION,
<br />r7 71 a 12 1/2- 0& L_
<br />WOOD ANCHORS
<br />STAMORED W/ STUD,
<br />fSEE SCHEDULE ON SFAM Sh MW Ot 1 1/2' LONG M
<br />SHEET 11) (1) PFULLOO" Is U11011) 10 A ow Orm mxuom "M I
<br />L4) *162111- MAX MOW NOT A II9=TROM ANY
<br />Do
<br />r*e Wo 11 g:% �1$
<br />PLATE RE WORD ANCHORS
<br />I' 4116,00"ATICH TO QLASS WOOD Oo
<br />7 -smopmm w SIUD 00 IS MAY To 1/0 As REQUIRED INATIr Ile
<br />EL W:M
<br />SGNE SN� ATS 'C�
<br />ECOUE ON AS CON
<br />WE ON
<br />smin 11) MOW=M PAM $2 W 04 VAM MOM Do
<br />(1) WAM in OEM PREssuft
<br />RMIRK; is *K -as pj. 24 am Puls. Mom Is UKO 70 W AT ANY OPP"
<br />aamomm TRW VRM "m umm a== ON
<br />DO Veto STORM -an LOWN Is URT SHa7 li�
<br />MID,
<br />11RECT'
<br />OWL OEM INDIGO
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<br />m =MM WALL I Im SPOM SA " OKY
<br />M
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<br />STARRea AND 1. 2 AS= MY
<br />C-I"s THE =a cnit FUGAMM
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<br />IN) OW&LATO *UD ONLY MR 00 saam WIDE
<br />3 TOT NOW I now" I
<br />FLORIDA WILDING COVE (yon ±Ah Velocity Nu Itorm, Zone)
<br />1. INSTALLATION A
<br />, RE ONLY VAL-10, FOR MAX. A.S�.D, NO� 44167 amoo TLAM INC. 24 GAGE GALVANIZED STEEL STORM PANEL
<br />DESIGN PRESSURE RATING (p.&I) AND PANEL LENGTHS On
<br />IT
<br />TOP BOTTOM HICIMMINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT MR Q?M/mm
<br />COMBINED IN AW WAY -TO SUIT ANY ALTERNATE 1W.) S,7$% STATE 0 CLOBAL PROTECtION PRODUCTS, LLC.
<br />INSTALLATION, �L 0 1 f7_jT_9 C 0 =iom, Am I.W. 5 STREET
<br />2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD =,= J* -, DIME FI_ 'Ar.
<br />"W', om 20-1175
<br />MEMBERS TO BE SOUTHERN PIK No 2. W/ SMOG 01-412.-M ,,, )1100-11145. FIX, to")00-9w
<br />DENSITY OF 0�55 OR EQUAL CA-000019 __1 am"A"voma ft
<br />dom"
<br />=, , Fmq I I own 6 OF so
<br />MEM sm
<br />(C) IQ ESISTING
<br />MTHS A.OtD�=MEVAL"U4TUIONK-DOOC=UMOD9
<br />(PED.) HAS BEEN VIEWED FOR COMPLIANCE IN ACCORDANCE .11.0EX, INC
<br />WITH INC EDITION) Of THE FILORDIA WILDING CODE THIS STORM P94M SHALL NOT K INSTALLED AT HIGH ANCHORS. AS MANUIACIUREO BY ELCO OONSIR"11011, PRODUCTS,
<br />VELOCITY ZONES (MMAI-DADIC / EIROWAAID COUNTWS)� LAC SCREWS Pm H.O.'s,
<br />zo
<br />DESIGN MAND LGAID5 SIALL BE DERMINED 4 FOR SECTION 1609 OF THE ASOM MENTICINIED ORE. FOR A BASIC WIND, Wo Il s/s' wow GUSHING, As osTilautmo Or ALL POINT SCREW, BOLT OF snmiry vu,
<br />SKM AS REDURGED BY THE JURTSGICRON WHERE STORM PAWIL WILL BE IWALLE% AND FOR A DIRECOOKILITY FACTOR
<br />90-0.85, USINIR ASCE 7-15 AND SHALL NO CKCEED THE MAXIMUM IASM.) DESIGN PRESSURE RATINCIS WIDICATIED ON SHEETS C-1) MINIMUM THRIADED PENERIATIOk INTO WOOD OF TAPCON ANCHORS SHALL WE 1 112* AND V FOR CLOG PANELMATE PLUS
<br />9 THRU 12 At 17, 18, AND FANELMALE FEMALE ID
<br />INE AGICYGE CONDITION, ULTIMATE DES" WIND WADS OFTERMINED PER ASCC 7- 16 SHALL BE FIRST
<br />THE WOOD FIR
<br />RIU41D TO ALSO, Of" PRESSURE WING BY MULTIPOINK THEM BY GAIN MCR TO OOMPARE 7W!W W/ MO, (kS,D,) C�2) &IMUM C%=R AW UNIT SHALL BE I I W,, NO THREADER
<br />ONMiNTO
<br />IN ORDER 10 VERIFY THAI ANCHORS ON IMS REV AS TEStEDWERE NOT OVER STOCSSEO, A 331 INCREASE IN ALIDAIABLE
<br />SITRESS FOR WINP LOADS WAS = USED IN THEIR AINkYSIS. FASTENERS SPACM TO WOOD HAS SEEN DETMEMINED IN 0�3) M#OWM ED= DISTANCE Or LAC SCREVAS. INTO WOOD SMI K AS INDICATED IN THIS DRAWING
<br />ACCORDANCE WITH WD.S. 2010,
<br />STORM PANEL'S ADEQUACY FOR UPACT AND WIND RESISTANCE HAS OEM VERIFIER IN ACCORDANCE WIN SECTION $509A.2 OF CA) MINIMUM PENETWION OF WOOD BUSHING S4Ai BE 5/15'. T/4' 0-20 SCREWS USED SHALL BE 1 1/2' UONG MINIMUM
<br />TIC ABOVE MENTIONED CODE AS PER AMER09 TEST LAS OF SOM FLORIDA REPORTS #41114ZI-Ol AND 00219.02-091 AS SHOULD STUCCO EXIST. AND I' MINIMUM FOR IWLI�S WITH K STUCCO.
<br />PM SSOD 1 2-90 At ASIV C 330-02 SIANDARDS, AND AMERICAN IPSON4 LAS SOWN FLORIDA REPORT PTI2141-10 AS PER
<br />IAS-201 AND TAS-M PROTOCOM AND AS PER C&CULATIONS PERFORM IN ACCOIRDAWC W/ 1WCRON 1604 OF THE t�.S) IN CAW THAT POEMAST 0 BE FOUND ON 14, CKSTINO
<br />WALL. ANCHORS SHALL MINPOUGSIA45TTO CROENACCRHSTEHCPMMAIMN-'Sr$RWUCCICUOREOASVWHOMM SOUWC4 PSANELS.
<br />FLOWD4 BUILDING CODE
<br />ANCHORAGE SHALL BE AS MENTIONED IN C. I)i C 2) A CAJ
<br />2. ALL ALUMINUM EXTRUSIONS TO BE eow-m ALLOY AND TOAPM (UNLESS OTHERWISE NORD), SEE SHEET 2 (D) A14CHORS SHALL BE INSITALLED FOLIO" ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER.
<br />4, ALL ALUMINUM SHEET METAL USED At MOSURCS SHALL HAVE 3105-111,F ALLOY 0 PAWIJS MAY ALSO K HORDICINTAXY FOLLOWING INSTALLATION MAILS SHOWN ON SECTION i THROUGH 6 (SHEETS 4
<br />It. ALL STEEL SHEET METAL PAWLS SHALL HAVE STRI)MRAL QUALITY STEEL. ASTU A-653 GRAVE ISO MINIMUM, 0-60 CALVA602CO 11,01DUCH 6) EXCEPT TRAY HEAOCASQ &(D SNAI.L HOT RE USED.
<br />SIEEI. DESIGINSGON WIPY- 22,2 ft (MIER MAIM), 9. IT SHALL Or THE RESPONWILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCIUM INHERE SAMER IS TO BE
<br />ALL SCRF*S'rO OF STAINLESS STEEL 30A OFF $16 AISI SCOWS OR CORROSION RESISTANT COA7ED CARBON STEEL AS PER DN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACKED TO CONCIRM MOCK OR WOOD fRAME
<br />MILDINGS,
<br />Goal 0 W1 50 fmi 'AM STRENGTH AND 40 W TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />3A, 10, IACH REGULAR STOW PANEL. WIT4 LENGTHS OVER W, AS PER SECTIONS 1. 2. 4, 1, & AND ALTOTIMAr JW & 41W ON
<br />OWJ
<br />SHEETS 4, 5. 6 & 7 AWSPECTIMMY; SHALL HAVE A LEGIBLE AND 14EMLY VISIBLE WARNING INSTIALICONG OR T040m TO
<br />E. DOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 3114 SCOWS STAINLESS STEEL WITH 36 W MINIMUM YW STRENGTH. SECURE PANELS WITH APPLICABLE MCINFORMLIENT DUATING PERICICS OF NUARMANE WARNING
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS, 11. THE INSTALLATION CONTRACTOR IS TO SIAL/CAULK ALL SHUTTER COMPONENT CODES WKC14 REMAIN IN CONTINUOUS CONTACT WITH
<br />THE MkMG to me" Wm/RAm WINUSFOR.
<br />l/4-0 TAPOON ANCHORS AS MANUFACTURED BY I,T�W. OTTAUMX� INC, RAO) 12_ STOW PANEL PLY *IN SPECS INDICATED IN THIS DRAWAIC PLUS ANY GULPING MR ZONOM PECULAtENA
<br />PROVIDED By IS APPUER TC�
<br />114* 0 . 7/8* CALK-40 ANCHORS, AS MANUFACTURED BY OCWALI WE THE
<br />s/4'O v 3/A" SOLIO-SEt ANCHOM. AS DISTRIBUTED BY ALI. PONT Stop,*, BOLT At SPECIALTY CO-
<br />(m.. V.-3m P.S.") 13, (6) THIS PRODUCT tMMIJARON DOCUMENT (F.".) PKIPMED BY THIS ENGINEER IS GENERIC AND ROES NOT PROVIDE INFORMATION
<br />#14-10 PANELMATE FEMAII 10 & PAWLMAXE PLUS ANCHORS, AS MANWACIVIRED BY CLCO CONStRUCTION PRODUCTS. FOR A SITE SPECIFIC POW= tt, WHERE THE SITE CONDITION* MWXE FORM THE RED
<br />11-Vt ItAMAC NALIN ANCHORS, AS VAHLIFACTURED BY DIEWALT, INC� (b) CONTRACTOR TO BE RESPONSIBLE FORTHE SMELTON, PURCHASE AND INSTALLATION INCLURIM LIFE SAFETY Of THIS PRODUCT
<br />A 1) BASED ON THIS P.EZ. PROVIOW FW/SHE DOES HOT OEVOITE FORM IKE CONDEPOINIS OETAEO ON MIS DOCUMENT,
<br />MINIMUM EMBEDMENT 0 TAKON AN�ACRS INTO POURED CONCOM SHALL K 1 3/4; 2' FOR ELCO PANELMATE AND CONSTRUCTION SAPEFY At SITE 4 THE CONTRACOWS RESPONSIOUtY
<br />t 114- ZAIAK NAIUN ANCHOK
<br />(c) THIS PRODUCT EVALUATION DWAVENT WILL BE 001ftERM INNAUD IF MODIFIED
<br />A.2) CALK -IN SOILID-IIET RKNORS SHALL BE EMBEDDED 7/8' INTO THE POURED CONCRIETE 140 EMBEDMENT INTO
<br />SRJCCO SHALL BE PERMITTED. 11,V 4-20 SCREWS USED SHALL BE 1 1/2" LONG MftMUm SHOUW STUCCO EXIS!, (d) SITE SPEOM PROJECTS SHALL. BE PREPARED BY A FLORIDA RECISFERED 040MM OR ARCHITECT WHICH WALL BECOME THE
<br />AND I' MINIMUM FM WALLS WITH NO STUCCO, AND MAY' BE 14MO SCRM OR ALL THREADED SCREWS W/O HEIIA 04004EER OF RECONa (E-OA&V THE PROJECT AND WHO WILLOC RESPONS4014 FOR INE
<br />BUT WITH "No NUES PROPER USE OF THF P�E,D,, NECR Of ATCOM ACTING ASA TOTK
<br />P.E,D ENGINEMSKIIII, SUBMIT -M THIS WITIR THE SITE SPECIFIC DRAWINGS FOR FVMIEN�
<br />A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD WARM BE POUN
<br />EASTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENDLO, TO REACH THE MAIN STRUCTURE OEMNO SUCH PANELS (03 745 P.F 0. SHALL BEAR THE DATE AND OMC494L SEAL AND 51014ATURE OF THE PROFMIDIM
<br />ANCHOM40E SHALL BE AS MENTIONED IN ALI) AND IN A.2). ENGINEER OF RECOIRR TWAT PREPARED IT,
<br />(a) M-G= 14. 94UTMR MANUFACTUREWS LABEL SHALL. BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />OUL-axallk"
<br />PANEL SHVITCR IN ACCOROWE "IN SECTION 170,9.2 Of FLORIDA OLIFUMG CW_ DOW LABEL
<br />Ile* TAPCON ANCHORS AS MANUFACTURED BY 1. t k WLOEK� mc� SHALL ar pu LASCUNG 70 tompLir WITH SECTION t7OvS,3 OF THE,
<br />FOR om ORIEMM.
<br />I jr a x 7/0' CALK-Rr ANCHORS, AS MANUFACTURED BY DtIMILI. INC- CODE.
<br />1/4-0 x AS DISTRIBUTED BY ALL POW SC!", GMT & SPECIALTY GO.
<br />bult,
<br />114-10 PAM PANELMATIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONS17RUICTION PIT
<br />IliV & IAMAC MAILIN ANCHORS, AS MANUFACTURED BY DEWALT, INC lk
<br />I_ k
<br />OA) NOWMW IENOIEDWENT DFL TAPCON ANCHORS, rJLC0 PAREILMATESAND ZkM44 NNUN ANCHOR. Iwo THE (14�,CEN FLORIDA BUILDING CODE q!n Nigh Voloveity It. Done Zan
<br />MCO( UNIT StWL or /A-
<br />Am 4mm MC fA.
<br />8,2) MK-IN & SOLLD-SET ANCHORS SHOLL BE EUSEDGED 7/6' INTO THE CONCRETE BLOCK QW, NO m 24 GAGE GALVANIZED STEEL STIJAM PANEL
<br />%,44r7
<br />STUCCO SHALL BE PERLMEM 1/4' 0-20 SCREWS USED SHALL BE I t/2- LONG E09 .
<br />uNEMUm SAOUILDft
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO. . ;: _�_ �\ GU)M PROTECTION PROOUCM, UX,
<br />=717� =so
<br />_
<br />09 WOOD SOAF% BE FMWN z 4WIV, III FIRM
<br />sla) IN WE THAI RRECAST STOW. OR -M Wf&
<br />EXISTINO WALL. ANCHORS SHALL BE I="
<br />PN,' - 20-175
<br />_% XPAIN-milwSTRUCTURF BEHIND SUCH sm
<br />WAOFIACE SHALL BE AS MENTIONED IN 8.1) AND IN ft
<br />_46;4
<br />voug A,&j i,.. Iz 16
<br />INTO POURED
<br />LIATION DETAIU FOR RM LAB PMEL
<br />CON N-CRETE BLOCK
<br />MUCTURES
<br />REQUIRES
<br />Rmuffm MOCK
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH I&I
<br />-4)
<br />CONCRETE ANCHORS ---
<br />(SEE SamOULE ON
<br />shm-
<br />EaSTING, POURED
<br />CONCRETE OR
<br />a
<br />CONCRETE: ma;�_ 41%
<br />REOVIEWID, mom
<br />-V
<br />a III, I/e ox�
<br />CONCRETE ANCHORS
<br />(SM SCHEDULE ON -
<br />SHEETS 9 TIK-10UGH 10
<br />tot
<br />IT, BOLT.
<br />m
<br />14 2m,
<br />"MIS
<br />Ex
<br />TWO
<br />ED-
<br />Ex (SEE SCHEDULE
<br />CLASS ON SHEET 3)
<br />PAM v.NCT"
<br />(SEE
<br />ON
<br />IM SCHEDULE
<br />I
<br />'C' bkD1 110M, Mo.,
<br />1 T13 GLASS� PANEL LENGTH
<br />CONCREMAkCHORS
<br />(EWE prewou: ON
<br />ON SHEET 3)
<br />PAM& LENGTH (SEE SCHEDULE
<br />(SEE sommu ON SHEET 3)
<br />ON SHEET 3) (SEE SCHEWU
<br />5FILLIze v I"Kuwm IuA
<br />OF IV
<br />DOM
<br />MAX
<br />28.11
<br />Sm
<br />OF V
<br />-1
<br />_r HMO
<br />v owl^,=
<br />M�x
<br />rgy;
<br />E,p,
<br />I
<br />EA
<br />P_
<br />T
<br />=p".8 12 I/V CLQ
<br />CONCRETE BLOCK
<br />WOUIRED,
<br />rS APPLICABLE)
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON—-
<br />RA, W/ tW
<br />ULY
<br />r
<br />LER ATM
<br />"OURED O"CRETC
<br />ALTERNITI CONCI-C I_g-
<br />EEXCRIFTE
<br />ANC"PRS RGD..E.
<br />.A:=-
<br />-7M ANCHORS
<br />COHERE
<br />.15
<br />ARE USED REQUIRED,
<br />(sa SCHMULE ON
<br />(T=% To
<br />SHEETS 9 THROUGH to)
<br />vem 0 THRMM 'a)
<br />BUILD Ot MAKWO
<br />IMLL MOU]
<br />SL=lf
<br />SCALE 3A-l'
<br />WAII imNTING Z 01BEL
<br />Ir um
<br />FLORIDA BUILDING CODE Lftn Wgh W.ofty Hu
<br />no Zone)
<br />E.O. ENE DISTANCE
<br />(SEE SCHEDULE ON
<br />TCP & BOTTOM MOUNTINGS CAN BE
<br />0,44167
<br />% STATE 0
<br />lLwm IKI
<br />24 CAM GALVANIM ME1 STORM PANEL
<br />L Sco GIOUL PROTECTION PRODUM, UC.
<br />WAD S.W. 5
<br />m
<br />ova ft.
<br />mO
<br />SHEETS 9 & 10)
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />OWL F"3w
<br />am "ONES 0")M-Mo "X (NU)M-am
<br />20 -175
<br />- M
<br />DIRMIM ft
<br />som 4 W,o J
<br />INSTALLADON DETAILS EOR REQULAR PANEL INTO WOOD
<br />ADOQUACY OF
<br />SAM TO BE COMM BY
<br />REGISTERED ENGINEER OR
<br />7//
<br />ARCHWErr PRIOR To SHUTTER
<br />INSTALLATION.
<br />--rANCHORS ALTERNATE
<br />. SCHEDULE ON (SEE ==,-
<br />SHEET 11) sm 11) 1/4*; S's VA w all
<br />1/2*
<br />rw &ABER I/v
<br />QUA INT
<br />WOOD AW
<br />Ilms 0 A IW
<br />W SCHEDULE dw- i2
<br />SNECT 11)
<br />MITI, -0i
<br />T
<br />SCHEDULE
<br />ON SWEr 3) mlft� SWAW04 TO GLASS,
<br />(SEE SCHEDULE 09 SHEIET 3) 1
<br />=FtI� V;� %* MAX.
<br />IF PANEL LENGTH
<br />%7 MW
<br />PANEL LENGTH (SEE SCHEDULE
<br />ON stim 3)
<br />(SEE SCHEDULE
<br />ON SHEET 3)
<br />Due OF 'L'
<br />OF WAX,
<br />q)� MAX'
<br />IZ 7/2 ELC�
<br />WAD DOLTS
<br />Or
<br />kxsl WOOD
<br />K REOUIRED 2oX4* WOOD
<br />WOOD ANCHORS OCCURRED ANCHORS
<br />SCHEDULE ON
<br />ON 3/4, Sim 11)
<br />MSIM) "E
<br />2* MITI
<br />MIAr' Bill D-P OMJI!J"11�0
<br />jtj I
<br />AMINEALTH01VOER lNumW 11 M W
<br />SCALE 3/8.1* ALIERHAWL-0
<br />"twoulAq, All SCALE 3/8-1-
<br />ilk
<br />WJM OF SECTION & , NO. 44167 FLORIDA. BUILDING CODE Non miph Velocity mu cand Zone)
<br />1. INSTALIA71ON ME ONLY VAUD FOR MAX. A.S.0- L
<br />TOP BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p�f) AND PANEL LENGTHS -a. luvo. m 24 GAGE GALVANIZED STEEL STORM PANEL
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 -p b... STATE OF CPA" ft
<br />I FOR NEV WOOD FRAME, CONSTRUCTION: WOOD U.C. 1711112m
<br />11LIKE0,7 am,
<br />MEMBERS TO BE SOUTHERN P114E No 2, W/ SPECIFIC CLOW PROTECTKIN PROWM
<br />DENSITY OF D.SS OR EQUAL *11 -
<br />0-4=v PROW- "VISL& 3ME (smIsme-sm 20-175
<br />i - MN MUM"
<br />0. IlL, I I - SAW 7 OF to
<br />FLOW,
<br />Q)
<br />>
<br />0
<br />C-
<br />0
<br />CL
<br />0
<br />0
<br />0)
<br />CIO
<br />40
<br />0
<br />-0
<br />a)
<br />4-
<br />(n
<br />-6--o
<br />(1)
<br />C:)
<br />0
<br />0
<br />Cu
<br />-0
<br />Cn
<br />0
<br />CU
<br />0
<br />0
<br />m
<br />>
<br />(n
<br />U)
<br />E
<br />0
<br />CIO
<br />0
<br />F---
<br />m
<br />co
<br />z
<br />z
<br />W
<br />mi
<br />3
<br />CD
<br />=.CL=L
<br />in
<br />C= Fig
<br />C,
<br />C=
<br />X2
<br />C,
<br />tj
<br />C,
<br />64
<br />=3
<br />U)
<br />CIO
<br />Lu
<br />2
<br />z
<br />z
<br />a_
<br />C_
<br />0
<br />L_
<br />0-
<br />0-
<br />0
<br />U)
<br />SHEET NO.
<br />SH 1.31
<br />
|