|
'llp I'l 1 11 ENEFr 11 - I
<br />Woublow mr-
<br />-J6
<br />APgM TO
<br />.441A _75.3
<br />Ir an Los
<br />2 oblir
<br />2'. 3. Ill.
<br />..2** a 3v
<br />-r-3
<br />70* an un
<br />7/1'
<br />SOLTO
<br />4'W
<br />wxr;aIl-
<br />OW61.11. U.S. a wpm" AT amow At Ads OF PAM LENOW
<br />I..,: .."too W.
<br />AMMON
<br />MkIRM ANCHM VPCM floll L lb� 3 11r
<br />0PRUCIVILA To
<br />#41
<br />ANY Coble"""
<br />OF THM
<br />VAV� POft
<br />LDWH
<br />TAFG"
<br />0111�
<br />FAFJDAWR MIAMI[ 0
<br />FAMMMM PLLM
<br />10 comcam
<br />To CONCEM
<br />_mrA_
<br />To *CNN=
<br />To oomcplm
<br />111101"
<br />mum
<br />.
<br />12
<br />NIA
<br />_.mmL_
<br />N/A
<br />.
<br />12'
<br />.....
<br />N/A
<br />-
<br />12,
<br />N/A
<br />V A, 2' CIOP)
<br />A,
<br />To'
<br />1.
<br />1.
<br />4-
<br />1.
<br />4-
<br />+66.0. -75.3
<br />12,
<br />31
<br />12'
<br />S'
<br />1.
<br />1.
<br />1.
<br />ir
<br />70' OR LESS
<br />N/A
<br />NWIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2-
<br />11,
<br />2' (OOTrOM)
<br />7'
<br />"/A
<br />6 LIZ-
<br />W/A
<br />1 4 1/2-
<br />N/A
<br />4 lIr
<br />N/A
<br />3' (TOPI)
<br />12*
<br />4N/A1'2
<br />E
<br />K/A
<br />9 1/2'
<br />"/A
<br />9 1/2-
<br />N/A
<br />3. (BOTTOM)
<br />12'
<br />H/A
<br />t2'
<br />N/A
<br />12*
<br />N/A
<br />(TOP)
<br />12'
<br />AL.
<br />91/2-
<br />12.
<br />12-
<br />t 111
<br />4-(BOTTOM)
<br />__j
<br />UMFIED TO OLO ".t. A.S.O. 11 1 RUSSIANS %AIM.
<br />&SM slow so "a ANN= rot A, 2Rmw MR 011"LLO&d WM wm
<br />FrAit OULOW
<br />ummm ANCHO IPW== AM MPWM OK owma An oxwxm am Now
<br />SMIMULL MR LO. UM "VJO PANOM OR SMIEDULL MMM "W'" pvc"
<br />111Y MIAMIANS SPACING DOW am OMMU IN INS YOUMM MICROS. MR
<br />rm OPOWM 10 It POMML NO= OVAME aawn L� Foe INIALI
<br />tax mmum voc" New= FOR 1010H moo"= TYPE AT
<br />YM
<br />1/4'.
<br />wom
<br />1/4'.
<br />t/4`10
<br />1/41.
<br />Opub-oll
<br />mmNvm WAMN W
<br />3
<br />3
<br />3
<br />21/2
<br />Sullivan
<br />ILAL MIA;
<br />to
<br />3
<br />3
<br />A
<br />3
<br />3
<br />31/2
<br />31/1
<br />4
<br />Ina LIS, mmm
<br />*am
<br />All
<br />-
<br />A. a
<br />lso
<br />- '40
<br />As
<br />140
<br />+ mocumn kin. obvirmom wram wrMM OF Rva 1
<br />me ID TO BE I/r 1".
<br />M-
<br />+ + K*AM M DWAMX KnV[EN 101101d Of PAPIRL
<br />AN IZ TO IM 311r 3/16-
<br />M".
<br />ri
<br />COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-l)
<br />--ISA23' (MAL VfdYrH)---
<br />.7W
<br />.5010, (urerm - -
<br />1/4'
<br />.12V
<br />-37 AMU All 6 1/4
<br />ARGIC
<br />3.2
<br />r am a Is 11r or-
<br />f
<br />2AW
<br />i J
<br />-
<br />OCTAL A ------------ EDGE (To.)
<br />STOW PANEL 7:_ ---
<br />]�t= �- OCTAL Ai3 2.000
<br />op" -Ijw-.
<br />FMOS 1101111.1. K Mft= AUIM
<br />FROM LEFT 10 mm W/ 1/2' in
<br />a DID AT LDFT IM Or PANEL IN* HEAI*R 'F' TRAM ANIKE WTM SM
<br />UP. Top ON
<br />OA24- W)
<br />PWIEL
<br />A10,11% PIT� LAO G&W#A=
<br />jw �
<br />We memorm am - A,
<br />jw
<br />4 O'H 11.2110`10
<br /><, . I ; -1
<br />4w 0
<br />L581*
<br />OR (Y)
<br />VIEW DIETAIL A
<br />A-
<br />Aio_
<br />ROUNCIED CORM 0 ENDS OF PANELS t - MIN, AM"
<br />DID UP W/ HEMMED EDGE. .4- on, J25'
<br />(N.T.S)
<br />7 AUAM-1
<br />2.SW I -
<br />opt' .067, � I
<br />Jw 3105-MI54 ALLIM. ALLOY KEY PANQ
<br />3.7iC
<br />.0"* KEY HIXE WASHUt N= AT .$a SNW a mm ADDOOK
<br />Z.1 1 24 __J.?w - Ummovems IF somom Uporm is I
<br />Get* .1w I-- OKV U" m parmAimm om
<br />! - w- 2 1 wim snwclym.
<br />i J`75' (�) L.Ur -'
<br />1.2w
<br />-2.OW- 3,7!w
<br />L7,103
<br />in' 2.0w i
<br />"'Ij 1
<br />2.541* t-Air
<br />1.010111 L_ !,1 1.750'
<br />U" HUDER j
<br />REV. "No HEADER I' MOM. TO r M - __ I I
<br />---2.0w L
<br />@ EMU HARM
<br />J" TRACK
<br />(1 1/4- WINJ
<br />(USE ONLY FOR E-Z HAND 151 PANEL
<br />27S* Ow SYSTEM) ecom-Ts AAJM. ALLOV
<br />MR. *
<br />1.12V FLORIDA BUILDING CODE (Men Mob Wellichfty Nuu
<br />T4t
<br />rNo.i44167
<br />IN, "3= lot
<br />24 QNSE GkVAN= STM STM PANEL
<br />L STAT OF mm ow.
<br />"/V/Nn
<br />+ 17
<br />QLOBX PROTECTION PROOM 11C.
<br />1b ..
<br />MN.
<br />11011C0111114.
<br />La. So INW
<br />SOL.
<br />gAvit. m 304
<br />rAmm OM)M-764L FAR, C"4)M-GW 20-175
<br />@ RUILO-OUT Ir BUMD-OUT *F' @ WASHIERM WING14LIT
<br />TRAM AML (ZAMAC 3 ALLOY) PA. svtlmokatmtAwt offeelf
<br />WftZ.A.,N 1. PAL
<br />a Al 44167 a NIS
<br />UP
<br />MEW DIETAIL A
<br />SHECIS 9 THROUGH
<br />ON "EST S,
<br />INSTALLATION DETAILS FOR REGULAR PANEL I
<br />INTO POURED CONCRETE OR CONCREEE BLOCK STRUCTURES
<br />ALTOOM CONCRETE
<br />SHETIS I THROUGH 10)
<br />vasym I"
<br />(o CONCRETE 1
<br />WALNKD. ALT~lt La
<br />00"Colm
<br />(SEE SCHEDULE ON I
<br />11HEETS 9 THROUGH 10) � I
<br />Ep.
<br />; i
<br />OE*
<br />-L weS.
<br />PAM UDWN
<br />(SM SCHEME
<br />ON SWEET 3)
<br />TnH
<br />OF
<br />-a
<br />LID.
<br />a Irvr OC.
<br />CONCRETE ANCHOM
<br />(M WAXU ON
<br />117101 1 % OF WALL OR SLAII
<br />CORDMON)
<br />SHEETS 9 THROUGH 10)
<br />SHEETS 9 THROUGH 10)
<br />AND UM MOUNTING
<br />CrjLm
<br />SCAUE 3/6-l'
<br />SECTHM 4
<br />NOTE FOR COMBINATION OF SECTION&
<br />ED. - EDK DISTANCE
<br />ON
<br />SEE SCHEDULE Top a BOTTOM MOUNTRM CAN BE
<br />SHEETS 0 At ID) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />WE
<br />a 17 I/r-
<br />-I
<br />T
<br />�j
<br />I IOLM
<br />PANEL LENGTH
<br />(SCE SCHEDL41
<br />ON SWW 3-
<br />q)
<br />To GLASS.
<br />ON SHEETS
<br />1GwTO- (Ax scoc"t 96109
<br />IEDULE ON SPACCII
<br />I ZA�g
<br />am SHEET 3)
<br />v 6". s 0-- - �
<br />on m PR�&
<br />PANEL LENGTH
<br />ON SHErr
<br />(WE $04ma
<br />OF 'L*
<br />3)
<br />J.
<br />MAX.
<br />MAX
<br />sdox
<br />SPACCIR
<br />LENGTH-- OF v
<br />L
<br />a IA- Ila
<br />CONCRETE ANCHORS
<br />(SEE SCHEOLAUE ON
<br />SHEETS 9 rANot4N
<br />1 2 I/r LONG MAX. ALUMINUM
<br />Toy
<br />BI
<br />'
<br />SPAC
<br />S 11
<br />=' O.C. VAM FOR
<br />ALL aMM Am PANEL
<br />EXISTING POURM CONCRr.,&,-j LENGTHS PER omw 31
<br />WAMM.
<br />on CONCRETE KOCK
<br />12 i/r D.C. (SEE TAsu #I ON
<br />soomm 0 A 10.)
<br />1* MAIL LOW MAROM SPACERS 0
<br />WALL MOUNTM
<br />/Ding MOUNI waum man a
<br />I Ikk 0A CAPi 11 k"[W.Telf) 11MWI1191 M N
<br />food
<br />Tz ry__ "Im ro,
<br />DUffrM 11000
<br />4 sia,
<br />A rA Do CFO
<br />'71, 77
<br />LAU
<br />Cmt 01&i- SALL
<br />DO or
<br />5
<br />MAL 1/" A.
<br />wm tA
<br />11100 1111borm
<br />5
<br />U&SM
<br />I I
<br />1
<br />A
<br />- I c
<br />11'r -_
<br />SBVP.MM
<br />2
<br />- A=
<br />10 OLAOL
<br />70 GLASS.
<br />i
<br />PAM 003W
<br />All
<br />10 ;-
<br />It
<br />tI x-
<br />A
<br />4
<br />PAMELVAM a
<br />ViNAILMANC "All W/
<br />"mm A
<br />7/0
<br />No, THALAGO
<br />JA KU)" 1 i
<br />PONMT*"
<br />12 I/r oc.
<br />L40 SM -4'
<br />toN`L. 111AUr
<br />=AT Old OR
<br />F iW-11- FLAT Do ON
<br />it PM W 1
<br />0
<br />,
<br />TION 6 2 0
<br />INED
<br />%EW
<br />"W
<br />ALTERNAME I
<br />SCALE 1
<br />1. INSIALLATIONS ARE ONLY LOAN
<br />UP TO +@SO, -75.3
<br />2 FOR NfW WOW TRW CONSTRUCTION: WOW MEMK" TO K SOU`rKft
<br />- PINE No. L W/ SPECM DD891Y OF 0.56 OR ECUAL
<br />119112-11;
<br />mr & maryom MDUNTVM CAN K CDMBM IN MV
<br />WAY to for ANY 24,U""ON,
<br />SOMIL 1/4' 1-
<br />"Me TRAMS NOT SHOW to CLANTv
<br />POP PACT
<br />r4m
<br />41. U4 SCAM 0 51 ac. W/
<br />lr w. pmEmom PDwmmm
<br />mosym wm "[AM
<br />tifti, Lat
<br />FA CMD OF
<br />a
<br />tA KLOW)
<br />W/
<br />ATKIN
<br />mE4m FKVJNM
<br />2 r/w MIK
<br />4-P LAC omm 0 Air 04- W/
<br />Nk "MACM POilMUO
<br />wm NLVO.
<br />yz,.-,r WING
<br />%, -
<br />mc.
<br />OCIAL IJ24 So
<br />. I
<br />1 *4�ffl
<br />z
<br />mw OWL%"
<br />At
<br />I
<br />-1 17�
<br />0 -1 1/4-0-2w.,4
<br />m. Y- - m
<br />W.-aw 41
<br />TMUNS
<br />"M IA
<br />;.�%%./ voi--vw
<br />C-L
<br />/4'0. SCREW; or c
<br />PC"%A,
<br />(2)) rAx-_7
<br />)00 PLATE ON&M 0 OF
<br />At OR ON
<br />AU10-OUT
<br />FLORIDA BUILDING CODE (Mah VGFDCI#v HurrImne 71
<br />Bit
<br />1IMUM A.!LD- (R.R.Q AM CORRESIODUDINQ *1/4. 3/4. 4/5. 5/5 9/5
<br />VKM r scum 11111/6. 2W/6. 3W/7 & 4W/7
<br />JUM SIM= PAMn +2/4
<br />AICHOR& (M SCHEDULE ON
<br />9 INSTALLATM INTO POURIED CONCRETE, WOOD (t) 31 hpx SHMIrs S. 10 611) No
<br />SMMX PAN11131(b N EACH
<br />-7
<br />I 7-r--I T 'I
<br />MOUNTFIED AT CALM f
<br />no WITH TRALESQS QD M -a& RA D.M..(D C3),
<br />TRAM on be
<br />MAXIMUM PANEL LENGTH
<br />'L+" OR *L-* (ft.) 0
<br />kVX&M A.S.D.
<br />1
<br />PI"MMM amm
<br />(+ w
<br />CONCRETE &
<br />OWAUATON t
<br />rr-01
<br />I lz'-O*
<br />Fs'-O'
<br />W-jr`
<br />Jae
<br />til_r
<br />11 -1.
<br />JOLO
<br />W-10,
<br />W-01
<br />400
<br />Nt'-I'
<br />01-4*
<br />415.0
<br />no
<br />r-4,
<br />OR*
<br />1111-jr,
<br />r-r
<br />811.0
<br />f'-0,
<br />I
<br />lad
<br />r-al
<br />r-O'
<br />7"
<br />r-s'
<br />- Sao
<br />r-r
<br />4r-r
<br />Sao
<br />r-1.
<br />SOLD
<br />81-0*
<br />$OOLO
<br />S.-s-
<br />S.-Ir
<br />role
<br />81-3*
<br />S1_9*
<br />I IOLO
<br />11, E71.1
<br />s,-r
<br />0
<br />III'. a
<br />MAXIMUM0 IS NEL LENGTH
<br />.L+.
<br />MAXIM AS.D.
<br />OEM
<br />PMOIWJK *ATOM
<br />CONCRETE At WOOD
<br />OWSAAT*d t
<br />no
<br />pr�ro,
<br />tr-r
<br />jac,
<br />JLO
<br />to' -to,
<br />s'-so,
<br />44LO
<br />#I-#,
<br />410
<br />San
<br />SOLD
<br />10.0
<br />1 -1.
<br />jr,if*
<br />.1-4.
<br />0 _1.
<br />&GO
<br />0
<br />no
<br />no
<br />51-10'
<br />FORD
<br />one
<br />f'-j"
<br />§'-4'
<br />F14LO
<br />S,_
<br />_11&O
<br />r
<br />PROAa
<br />(m)
<br />MN"m SEPARATION TO am SCHEDULE
<br />WIND SPEED 9 170 .Ph
<br />WIND SPEED 170 _p.h
<br />Lomommombomme
<br />I msw*mm
<br />LUMSMAM
<br />merrovolm
<br />30 Olt Las
<br />1.
<br />I
<br />1.
<br />1 1/4-
<br />-
<br />>33 TO 90
<br />I .
<br />I "
<br />7 1/2,
<br />-
<br />-
<br />-2
<br />1/2-
<br />_Ww
<br />mi
<br />EA I
<br />Wj
<br />10
<br />leb
<br />PANELS
<br />tIONoS AS
<br />r)
<br />D.M..CS
<br />X�D
<br />0
<br />3: wx
<br />1/4. 3/4. 4/5. 5/5 1 MIK
<br />2/4
<br />I
<br />3W/7 4W/7
<br />_AHCHDRS (SEE SOWXU ON SHEM It. 10 &1 I)_
<br />REGULAR STORM PANEL mIELEVATION /4' MW GAP
<br />Lower N.T.S.
<br />Ow DOW -1 Ow wum
<br />64-1
<br />ON.
<br />2,o
<br />SECTION A-
<br />N.T.S.
<br />1.
<br />0) L+: Mk*" NIOWAK FARM LOMM FOR A OWN POWM ASA 013
<br />L-: M11K. ALLOWABLE RVU LOOM FOR A QWIDI HIEGATIME A.S.O. OEM
<br />(2) PROCEDURE TO DC""g WAR" Fma Leapt
<br />GMEN A POWK ALI). OMON LOAD OfflYAOSE MAURN PANEL UDOM
<br />I SEE VCHEDIALE KLOW MR tM. PANEL LDM-FM PONGM ONLOC"M
<br />09UMLAIM 000 WOW AM UMNM TO 1 85 P.Lf. VAX A.SA KIM POnOW RATING I
<br />FOR WXL A" DAMON LeMed & MAIL PAREL Loplatile FOR
<br />F. r-MILL I vow1m, 160 0 Um.
<br />-
<br />.44167
<br />TA*
<br />TE OF
<br />ORI.Ib
<br />.8m ra=m W-
<br />- - - -
<br />11LIEC 0 lug.
<br />24 UK GALVAHM SIM STORM PANEL
<br />J'A
<br />WAN W.
<br />GLOBAL PROTECTION PMWJCM Uc
<br />m 11A 9, SOW
<br />"Sub, (NM
<br />At
<br />t
<br />-4 W
<br />20-175
<br />am 3 v in
<br />INSTALLATION DETAILS FOR REGULAR PANEL
<br />I - INTO WOOD STRUCTURES F71
<br />1--TO GLASS, .
<br />(M SCHEDULE
<br />ON --<"
<br />LOW 11) ON $"EST 3)
<br />1k
<br />- -------- v
<br />PANEL LENGTH
<br />f WOOD ANCHORS ZA Nm SCHEDULE
<br />(SEE SCMEDLU ON ON $NMI
<br />1/4* SmErr 11) EPA,",
<br />11/2 OF X,
<br />i -I Fwj1 MAX
<br />; 1� , I , ------ I HSAm-
<br />Ed
<br />_T I
<br />REQUIRED
<br />�� i
<br />Ed
<br />11 MUM L NJAW" SPACM 0 12 ll;r
<br />ON $MEET 11.)
<br />WE "M UWTATIM FOR
<br />L. MAX 1 1/2- LON mErfis.
<br />VAX
<br />ASS - PANEL LENGTH
<br />LENGTH
<br />$60141CULF
<br />Ow 3) (SEC 904MULE (SCIE SCHEDULE
<br />SHEET ON SHUT 3) 9-1 1 ON SHEET 3) 1 -AMAL MATE FEMAU 0 OR PANEL MATE
<br />PLUS (SEE SO4EDW ON SHECT 11)
<br />A
<br />At he.. I
<br />v
<br />I =TO SEPARATION I
<br />2x 4 WOOD
<br />1 PLATE REQUIRED
<br />ON wr 3) DIIIIJECT MOM WZ SPACER a
<br />AMRMTM 2W
<br />SCALE 3/0.1"
<br />SEE &AIDON BMW
<br />0 12 1/2- FOR MAX. PANEL LENGTHS a
<br />D.C. T
<br />It
<br />MUCH LOADS FOR THIS INSTALLATION,
<br />OF -V ED
<br />0 12 1/2, D.C. IN
<br />'�
<br />� 4-111, .; - WOOD ANCHOM
<br />. . I I j I
<br />A STAGGERED W/ SIM
<br />t ($a somms ON Vow OIL MAN, WE I 11r tm m
<br />(1) MONAMN 4 LMO 10 A OW OMM MLOM WH W-W
<br />2.1' WOOD 40 lloam I" MILAN fJOW NOW AIR
<br />i7
<br />PI&AICIII
<br />PLATE Rscopftbr vium ~ ON
<br />I IL -WOOD ANCHORS
<br />Daum X4
<br />OR
<br />"or 'SC.MZ
<br />r MIVI=LWI A- Ad
<br />AN Tr REQUIRED
<br />=7=0
<br />L
<br />=1�FOUB"
<br />SHM 11) v nm IS A OWWWM MGM 12 I/r 0,14 VACM AAAM ON
<br />vidu 10.
<br />(1) AN
<br />(3) WAL 26 OIK FAML LMM 4 LMM 10 W AT OF OMM
<br />nM UAW ftM U3MM MUM ON
<br />(2) wmm PM& uxm 0 WALL CT MOUNT
<br />MOASTEIN.A.&IFIN
<br />(q IRA MAIL K AS 'OILY 04
<br />Lg&LOWW=COWOW
<br />M SM" oma MMLQM a ONLY LAWS - RAM
<br />we AN =nw um morms: vub- SCALE 3/0-1-Z
<br />AL%MJPTWMIW ftffi m I ---
<br />SCALE 3/8-1- t-of" n� Am pot sm (ft offoo or Twe PJNM
<br />am
<br />am
<br />FLOM WILDING CODE (Non Mah Velocity HM aw"m
<br />NOTE FOR 1. INVAIAATION AM ONLY VALID FOR MAX. AS.D. ftmob. W- tr
<br />COMBRATIOK OF SECTIONS: No. 44107 24 WA GALVANIZED STEEL WORN PAM
<br />DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS III
<br />TOP & BOTTOM MOUNtINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR 1. STATE OLJDw PROTECTION PRODUCTS. I.M. w�"/M
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) 11LIECOomic.
<br />C-
<br />am
<br />114MALLATION. 11L P� 'Lai XNW
<br />q0AID 'ff 4w
<br />...
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ..... 20-175
<br />PINE Q boo.
<br />SPECIFIC V* - R
<br />55 SCAM4ERN okum ft
<br />WDFTOD� No 2. W/
<br />OR COLIAL m
<br />WALM . ls
<br />4*4167L
<br />GENERAL NOTIES
<br />(C) m
<br />1. MM PANEL 11041OWN ON INS PRODUCT EVALUATION DOCUMENT (P.M) 'AS KEN WMM FOR =MLMM IN ADDONDANCIE
<br />1"I'll TAPCOII AMCNORS. AS MANUFACTURED BY I.T.W. BUILOEX. vic
<br />WITH THE 2020 (71h EDITION) OF THE I"" WUW4 CODE HIGH
<br />THIS BE . AT
<br />01 4- 0 PNILMATE FEMALE ID AND PANEUAAIE PLUS ANCHOM, A$ MAMUF4CTURM BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HUMOCANE ZONES (WM-DADE / OMM C"M).
<br />1/4'01LAG SCRICINS PER N.D.S.
<br />DESIGN WAM LOADS SHALL K CETERMPOM AS PER SECTION ISM OF' INK ADM MENTIONED CODE. FOR A bk9c WIND
<br />7/16'* . 5/8* WOOD BVSKVC, AS DOTMWJ= OY ALL POW SO". SOLT a SPECIALTY Co.
<br />SPEED AS WWM BY Tit JURISDICTION WHERE $FORM PANEL WILL BE INSTALLED. ^40 FOR A DOWOKUM FACTOR
<br />WO-0.85, LOM AKE 7-16 AND SMALL NO EXCEED THE MAXIMUM C&S,D,) DESIGN PRESSURE MRTWM oc"TM ON SHEETS
<br />C.11) MINIMUM INRECO PDCMMM INTO WOOD OF TAPCON ANCHORS 90" K 1 1/2- AND 2- FDA VLCO PANELMATIE PLUS
<br />3. 11 THRU 12 & 17, IS,
<br />AND PAMELMIALE FEMALZ 4).
<br />IN ON" TO VUNW THE ABOVE CMMM ULTIMATE "M WMD LOAN OCTV%W" PER ASCC 7-If SHAM SE TOM
<br />I== TO A.S.D. DESIGN PRESSURE RATING OY WATftVM THEM BY 0.6 IN ORDER TO COWWIE THESE W/ MAX. (A.S.0)
<br />C.2) MINIMUM THREAVED PENETRATION OF LAC SCREW. INTO THE WOW FIMME UNIT SHMA.I. K 1 1/2-. NO THREADED
<br />DESIGN PRESSURE MYWM M"= ON SHEETS 3. 9 THRU 2 At 17. 1&
<br />PENETRATION INTID STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED n4nuM PENETRATION
<br />IN OR= 70 VERIFY TW ANCHM ON THIS P.E.O. AS TESTED WERE NOT OVER gff4wo, A 33% INCREASE IN ALLOWABLE
<br />STRIM FOR WIND Lam WAS 111K USED 01 n** ANALYSIS. FASTENERS SPACING TO WOOD HAS INEEN OCTEPRMM IN
<br />C.3) MINIMUM EDGE DISTANCE OF LAC SCRIDIS. INTO WOOD WALL K AS OOCATO IN THIS MMM
<br />ACCORDANCE WITH ND.S. 2016.
<br />STOR PANCL'S ADEQUACY FOR IMPACT AND MMD RESWARM HAS KEN VWW IN ACCORDANCE ill" SEC" 141011.1.2 OF
<br />CA) UMMUM PENETRATION OF WOOD OMM SHOLL K 3/0'. 1/4 0-20 SCM:*s USED 314ALL K 1 1/2' LONG Mmmum
<br />-STUCCO.
<br />THE = MENTIONED CODE AS PER MOW.M TEST LAD Or SOUTH FLORIDA MOM #01914,01-01 AND IMISJ02-09. AS
<br />SHOULD STUCCID EXIST, AND V MWMN MR WAJ.S WITH NO
<br />PER SSTO 12-91 At ASTIA E 330-02 STANDARDS. AND AMERICAN TEStOO LAN SOUTH niMM FIEPW 11123.01-10 AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS AND AS PER CALCLALATUM PERFORMED IN ACCORDANCE W/ SECTION 1406 Or ?HE
<br />t.3) IN CASE THAT PROCAU PO4L OR PRECAST CONCRETE PANELS. SFUCCo OR WOW BOARDS K FOUND ON THE
<br />FLORIDA $UkONG CODE
<br />WAU. ANCHORS SMALL INS LONG ENOUGH TO REACH THE IMMN STRUICTURIC OEM RICH PANCM
<br />AS
<br />ANCHORAGE SIMLL OF TIGWCD I" CA , C'Z) AL CA)
<br />2. ALL ALUMINUlo MORMONS To WE 0063-To ALLOY AND TEMPER. (UNLM OTHERWISE NOTED). SEE SAW 2
<br />(D) ANCCHORS $HALL M MWALLED FOUD04 ALL OF THE RECOMMENDATIONS AMD SPECIFICATIONS OF THE ANCHOWS MANUFACTURER.
<br />1 ALL ALLWWM $NMI METAL USTI) AT CLOSURES $HALL KAA 3105-HI4 ALLOY.
<br />8. PAAIELS MAY ALSO Of INSTALLM HORIZONTALLY FOLLOWING INSTALLATION QUAILS SHOWN! ON SECTION I �M I MIEETS 4
<br />4. ALI STEEL SHIEVT METAL PANELS 3140d.1 MAW STRUCTURAL OUALJrY STEEL AMM A-03 GRADC 80 0-00 GALVANIZED
<br />THROUGH 5) EXCEPT THAT WAOICASIQ Ar* SIVU NOT BE USED.
<br />VEEL DESPUNATION ISM- 92.2 Sol WIER ROLLED).
<br />9. IT SH041 W THE REWONS@LfTY OF THE CONTRACTOR TO VOt" THE SOUNDNESS Or THE STRUCTURE WHM SHUTTER IS TO BE
<br />5. ALL SCOM" TO BE STAP"% STEEL 304 OR 316 AM SERIES OR CORROSION IIIINWAMT COATED CAR"
<br />ATTACHED TO IMSUK PROPER ANCHORAGE THIS SHUTTER StIALL ONLY Of ATTACHCD TO CONCRETE. ILOCK OR WOOD M"
<br />oikDwn
<br />SOCIS W/ 50 kid YIELD SnVD$MM AND 90 W TIENSOLE STRIENCTIN AMC $HALL COMPLY ill/ FLORIDA BUILDING CODE SECTION
<br />241 , 3 .3.4.
<br />10. EACH REG" STORM PANEL WITH UNGTHS OVER 00". AS PER SEC111014 1. 2, A, S. 6 AND ALTERNATTACS III. INS At 4W ON
<br />6. OOLTS TO K ASrM A-307 C^V*I*M SIM ON AIN 304 SEMM STAINLESS STEEL WIRM 36 W WAMW YIELD STRENGTH
<br />SHEETS 4. 5. 6 At 7 RIESPICYMY, 94" HXVE A LEG*.[ AND READILY *SSU MARWC Mt*UCTM OWNIM OR TIDIMMT TO
<br />SECURE PANELS WITH APPUC%Kf RrWORCDADO DURING P1 Or HUMOCANE WARNING.
<br />7. ANCHOR$ TO WALL SMALL BE AS FOULOINS,
<br />THE INSTALLATION CONTRACTOR IS M SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH RUAM IN CONTINUOUS CONTACT WIN
<br />THE VADWO TO PREVENT WM/RAP4 WTRU$MN
<br />w 10- Pam CONCRETE;
<br />/4-0 ANC"CIRS AS MAIMUFACTU11NED Orf LTW- IIUKOEX. INC. (Not, 1'e-3192 PsA.)
<br />12. STOMA PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRmw4G PLUS ANY WADM AND ZONING REOLAATONS
<br />'11),. 0 . 7/0' CALK-411 ANCHORS, AS MANUFACTURED By DEWALT W.
<br />OV THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />1/4'0 1 3/4' SOUO-SET AMCHIOM AS DSF$NMEO By ALL POINT SM., BOLT At SPECIALTY CO.
<br />P.8j)
<br />13, (a) THIS PRODUCT CWIAJATION DOCUMENT (P.CD.) PREPARED MY THIS ENGINEER tS OEMERIC AND DOES NOT PROVIDE: INFORMATION
<br />014-10 PANELMATE'FEMAILE 0 & PANELMOITT " ANCHORL. AS MMWACIURM IFY ELCO CONSTRUCTION PRODUCTS
<br />MR A SM SPECWK PMKCT; Le WHERE THE SITE CONDITXM DEIA01% FROM THE P.E.D.
<br />1/4-41, ZAMMC NQUIN ANCHORS. AS ~ACTURM BY DEWALT. W..
<br />(b) CONTRACTOR TO K SM"WW FOR THE WXCIIOW. PURCHASC NO INSITALLA31ON INCLUDING LIFE SAFETY OF INS MODuCT
<br />A.1) MMUM EMBEDMENT OF TAPICON M04M INTO POORED CONCRETE SHALL BE 1 3/4*; 2' FOR CLCO PANEUMTE AND
<br />ONSED ON VM PI.D. PROVIDED HII/SHE DOES NOT DEVIATE FROM THE CONIGIT"S KTmLEO ON THIS DOCUMENT,
<br />CONSTRUCTION SAM AT WE 15 THE CON1`I1ACrOR'S REWQ"SOUrY
<br />1 3/4- FOR ZAMAC NAILAN NCHOIM.
<br />4) THIS PRODUCT EVAIJADOM DOCLAMW WILL K CONSIDERED IHAAUID W MODIFIED,
<br />A.2) CALX-IN All SOLID -SET ANCHORS $HALL K BMD= 7/8' INTO THE POURED CONCRETE- NO EMKMCW R40
<br />STUCCO SIPILL Of PERMITTED. 1/4 * 0-20 SCREW USCD SMALL BE 1 t/2 LONG M"MLiki SHOULD STUCCO EXIST,
<br />(d) SITE SPECIF PRQUIECTS SMALL BE PREPARED fff A FLORIDA REGISTERED E� OR ARCHITECT WHICH WILL KCOME THE
<br />AND I' WMWM FOR WALLS WITH NO STUCCO AND MAY K HEADED SDW" OR ALL nMMVD SCRIDIS W/O NEW.
<br />007MER OF RECORD (COA.) FOR THE PMXW AND WHO "It K RBPMIME FOR THE
<br />OUT WrTH wm Hm
<br />FROM USE Of THE P.E.D. DOM42R Of RECORD, ACTING AS A OCLEGATED ENGINEER TO THE
<br />P.E.D ENGINEER. 94ALL 9JOW TO THIS LATTER THE SITE SPECIFIC MWAWA FOR REVIEW.
<br />") IN CAN THAT PRECAST SrOW- PREQ AST CONCRETE PANCLS. PAVERS. STUCCO Olt WOOD OOARDS OR FOUND ON THE
<br />EXISTING WALL OR FLOOR. AND4M UML K LORD ENOUGH M REACH THE MAIN STIS)CIURE KW14D SUCH PANELS.
<br />(a) THIS P.EO &4AU. INAR THE DATE AND OMOML SEAL NO SIGMTURE Or THE PROFESSIONAL
<br />ANCHORAGE SMALL BE AS MEWDOWED IN 00) AND IN A2).
<br />ENGINEER bi RECORD THAI PREPARED rr.
<br />14. SHUTTER MAWrACT~S LAKL 94" Of LOCATED ON A READILY Vow LOCATION AT SMft
<br />:/4 0 TAPCON M04M 4 MANUFACTURED OY 1. T. W. OULDEX. INC,
<br />PANEL SHUTITA IN ACCORDANCE WITH SECTION 1709 9.2 Of FLORIDA OULDOG CODE. ONE LANE
<br />SHALL K PIAGEII not EVERY OPENING. LOMM TO COMPLY YM SECTION 1709.9.3 OF THE
<br />/4: to . 7/8- CALX-IN ANCHORS, AS MV"ACrLMD BY DEWAILT. 1K.
<br />FLORIDA OUILDING CODE
<br />1/4-0 X 3/4- SOW -SET ANCHORS, AS DWRWJrM dir ALL POINT SCREW. DOLT At SPECIALTY CO.
<br />014-10 PMOAL41E FINAU ID AND PAAIMMATE PLUS ANID"ORS. AS MANUFACTURED By ELCO If"
<br />1/4- 0 ZAMAC WAM ANCHORS. AS MANUFACTURED BY DEMT. INC.
<br />T� \�rp
<br />8.1) M"tAUM OMOMENT OF TAPCON ANCHORS. MCO PAMELMATTS AND ZAMAC WJUN ANCHOR. INTO THE
<br />FLORIDA
<br />BUILDING CODE (Non High VM61cooft Zone)
<br />KOCX VNI1 WOLL K 1 1/4.
<br />done
<br />8.2) CAX-IN Al SOW -SET M04M SMALL BE DOENO 7/3- A11ID THE CONCRETE SLOCK UNIT.. NOO %D44
<br />7
<br />*moo M"M PC-
<br />24 UM CALVAOM STEEL SIM PANK
<br />StUCC0 31iALL BE PERMITTED 1/4 ' 0-20 SCAM USED 5WA.L BE 1 1/2- LOW MINIMUM SHOULD DUST. *
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO. STATE
<br />111LIECOosso;
<br />PROTECTION PRODUCTS. 11C.
<br />A
<br />8,3) IN CASE THAT PKCAP STOW, OR PRECAV CONCRETE PANELS. STUCCO Olt WOOD 90NM BE F ORI
<br />m tw 6 $WAD
<br />DAIL & =I.
<br />20-175
<br />SE.Al SUCH
<br />DMM WALL ANCHORS SIVAL BE LONG ENOUGH TO MACH THE SAIN STRUCTURE SUCH
<br />ANCHORAGE SMALL BE AS MENTIONED IN ILI) AND IN 92).
<br />"mos, "goS-M.L "A 0")M-cm
<br />OFAM ft
<br />P& x%/mwnmt/mm
<br />is
<br />PL
<br />44tv
<br />rE MOCM
<br />CONCRETE ANCHOR$
<br />NEDULE OW_ 204OXU 011-
<br />THROUGH 10) THROUGH 10)
<br />(SEE SCHEDULE
<br />ism am r-n
<br />ON SHEET 3)
<br />PANEL LENGTH
<br />(RE SCHEDULE
<br />ON SA01T 3)
<br />LILE ON
<br />INOUCH I
<br />__(D
<br />box
<br />OF L*
<br />MAX.
<br />5
<br />ALTERNATE COPC*UC LN.
<br />Cdom.
<br />SA
<br />AMCMORS Om ".QLM
<br />(SM SCHEDULE ON
<br />gem 2 THROUGH 10)
<br />RUILazaa
<br />ED. EDGE DISTANCE
<br />(SEE SCHEDULE ON TOP BOTTOM MOUNTINGS CAN BE
<br />wiffm 0 a 10) COMOINED IN ANY WAY TO SUIT ANY
<br />04STALLATICIN.
<br />I ONES, 3)
<br />E.G.
<br />CONCRETE I L
<br />(SM sommu: ON
<br />solmos 0 opmoxam 10)
<br />WALC 3/0-l'
<br />"Ll Mo.
<br />PANEL LENGTH
<br />(SM SCHEDULE
<br />ON SHEET 3)
<br />sox
<br />OF *v
<br />%%x
<br />0 Irlyr CC.
<br />lusall,11=11=
<br />ED.
<br />CONCRETE ANCHORS
<br />ScHma m-
<br />smerm 9 THROUGH 10)
<br />I-c" WNW SOW
<br />AM Um a W W"Df
<br />PNMWUS
<br />POUNM CMKNM
<br />OR CONCRETE OLOCK
<br />ARE USED.
<br />INSTALLATION DETAILS
<br />�/-1>7
<br />;7,,7
<br />1 / / , I I
<br />OW
<br />FOR REQU
<br />PANEL In INTO
<br />WDOD
<br />ALTOWtE LED
<br />WAM
<br />ADEQUACY OF EXBTM
<br />WAM TO BE CERTIFIED BY
<br />EMONJEER OR
<br />ARCHITECT IORTO SHILITTER
<br />PRIOR
<br />INSTALLATION.
<br />ow Amomm
<br />(SEE ScHmUtE ON
<br />ALTERM71 WOOD ANCHORt
<br />LE
<br />--wn
<br />SWEET 11)
<br />1/2 !
<br />0
<br />1/4-
<br />MAX.
<br />0_Wn%j
<br />WOOD IffiNc0"m - -
<br />(m SCHEINA.E. M
<br />I
<br />2
<br />I
<br />min
<br />-_I
<br />0�j
<br />=ff
<br />r
<br />I ON SHEET 3) 4 Mio
<br />t 1
<br />M., To W.
<br />mt SCHEDULE, ON OW 3)
<br />MAIL
<br />mWAX
<br />I
<br />PANO. LENGTH
<br />1 (SM SCHEDULE
<br />PANEL WIDTH
<br />J (SM SCHEDULE
<br />ON stw 3)
<br />I
<br />I
<br />ON *W 3)
<br />Sol.
<br />OF V
<br />Or
<br />MAX.
<br />J
<br />4' 0 12 1/2- G.C.
<br />"-0 =41 -
<br />WOW
<br />REQUIRED
<br />ANCHOMS
<br />(SEE SCHEDULE
<br />wool) KAM-
<br />Roaum
<br />L--,
<br />_fDOID ANCHORS
<br />SEE SCHEDULE ON
<br />sbw 11)
<br />SHEET 11)
<br />-2' Mt..----
<br />1-,A
<br />erg a
<br />MG AL1011
<br />ALTERMTM 3W
<br />P ff - "KIM
<br />SCALE 3/5-1
<br />aLmi-no
<br />ALTERNATIVE
<br />lumnma
<br />4w
<br />SCALE 3/4-
<br />NCITE FOR COMBINATION Of SECTIONS:
<br />1. MWAUAMN ARE ONLY VAUD FOR MAX. A.S.D.
<br />NO. 44187 FLOM SUILDINIG CODE (Non U ad" zooped
<br />""Ity Nuu
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE AND PAIVEL LENGTHS
<br />TO SUIT AW M%:&:kZG
<br />STATE OF
<br />24 UK GALVAHM STM MN PANEL
<br />COMBINED IN ANY WAY AS PER S&I
<br />OWALLAWN. 2. FOR NEW WOOD FIIAMIE CONSTRUCTION: WOOD
<br />OLOM
<br />PROTECTION PRODUCTS, Lkc.
<br />OIM/nw
<br />MEMBERS TO K SOUTHERN PIKE No 2. W/ SPWFIC
<br />DENSITY OF 0.55 OR EQUAL-
<br />SAW at pw
<br />'L 1231
<br />ounw- "$quo-SM
<br />.
<br />-11SISBI
<br />20-175
<br />omvmm -
<br />lawwwF
<br />-T i
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<br />SHEET NO.
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<br />1 .3.
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