|
tSEE 5=045 014 SHEETS 17, M 19 6 20}-
<br />MAX. Wit a/Il. r
<br />MIN. A, 8AW/2D SISON/20 I.
<br />0 0 --t _0 0
<br />mvm
<br />EXTERIOR
<br />11' MIN. "w/ft, 1AW/19 A, aw/m OW/1% MW111 A SOW/201
<br />GAS (SEE SECTIONS ON SHEETS 17, to, 19 It 20)_
<br />OPTION #2 EQ8 UEE
<br />SAFETY STORM PANEL( I ELEVATION
<br />SCALE 3/16•.1-
<br />SECTION A -A
<br />SCALE 31le-l'
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (fQ
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.s.t)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55,0. -72.0
<br />w-s"
<br />2 3/4-
<br />UNBOLTED
<br />INSTALLATION DETAILS MR OPTION #2 FOR LIFE SAFETY STORM PANEL SMEM
<br />INTO EXISTING WQ0Q STRUCTURES
<br />wco" 0 a' "'I'll
<br />iD
<br />PENERMTION AT
<br />'H CUSS am smaT to
<br />PANEL LIE
<br />PANEL
<br />( SIX NOTE I
<br />1/4 *_,vu
<br />LENGTH
<br />ISO, NOTE I SEum NOOSING 'I'm - - TO
<br />ON sw 10)
<br />PANEL LENGTH
<br />(SEE SCHEDULE)
<br />HEIM
<br />A
<br />1/4-
<br />SHM 6)
<br />"L* k I mc
<br />PANEL LENGTH
<br />4. - -
<br />(SEE NOTE I BELOW)
<br />imd= AT
<br />MIDWIDTH OF PtAni
<br />j 7
<br />Cm.
<br />ITvj1;V4. MS . W/
<br />t ?111:J=Nff
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<br />` VT"
<br />ISTACIGERED W/ TIM) ;&CV =vA
<br />; WIN OF PLATE
<br />ION jI THREADED
<br />MOftTH
<br />Of PLATE -Armo, PLATE PLATE
<br />WOOD PLATE PLATE
<br />RVOWED WALL "ON IMILIATION
<br />WALL M%a"'G DWALLATION WALL MOW_MNG jHUAUAMLUffBblli
<br />A 'REGULAR PANEL a MRSAMN MEL
<br />sr, "'A TIQ
<br />1. INSTALIA104 AK ONLY I" FDA OJWNG$ M711 A.&D. MMON LOAD$ �V'p' FL40RIDA BUILDING CODE Il
<br />UP TO +5", -7ZO PSF 00 PARWS LENGTH UP 10 W-11.
<br />20 GAGE GALVANIZED Sit
<br />2 FDA NEW WOOD FRAME WOOD MEMBERS TO BE SOVWRN PINE No, 2. W/ SPSCAIG MVWY OF 0
<br />.55 OR EQLW-
<br />S IBM GLOBAL PROTECTION
<br />us. W/
<br />WIT
<br />COMPONENTS FOR SERIES
<br />2000 it 1000 E-Z HANG
<br />STORM PANELS
<br />{SCALE 1/2-1
<br />(EFFECTIVE WWH)___
<br />2.250"
<br />.075*
<br />-TYPI
<br />.07s*
<br />-TYFI
<br />2XV2
<br />• M&MANIZED STEELEDGE
<br />2A44-
<br />"2v
<br />2.246
<br />AM AILW
<br />WADE ZO MINIMUM
<br />RETAIL AJ
<br />?_
<br />WAtLTE
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<br />ISOMETRIC VIEW DETAIL A
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<br />I 76O'
<br />(N.T.S)
<br />f
<br />-JW4..;: J
<br />e5D
<br />PAN&L VANSERQs
<br />2"W(Max.) ALUM, ANGLE
<br />114 V nOE
<br />t25*
<br />6061-115 Alum. ALLOY
<br />(Typ P
<br />\NCEA
<br />NO. 44167
<br />IT: z
<br />FLORIDA
<br />SUILDING CODE (11figh Velocity Hurriccno Zone)
<br />I WE OF .,:C
<br />M",
<br />tam limm W_
<br />20 GAGE GALVANIZED SM STORM PANEL
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<br />SWET 22 Of 26
<br />9L= REOVIRIM
<br />SIA&LATION
<br />INM EXJSIINQ
<br />TAPOON ANCHORS _44'1000N
<br />DETAILS F-09 OUMN-Az
<br />POURED CONCRETE
<br />ANCHORS
<br />EMLIFE SAFETY SIQ9
<br />OR CQNCEETE BLOCK
<br />1/4'TAPOON ANCHORS
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<br />MMN 48
<br />E SAFETY PANEL
<br />SCALE 3le-l"
<br />INUALLAILQN DET-AIL5 EQR OPTIQN 402 FOR IF SAFErY STORM PANEL VaTEM
<br />EXISTING WOQD
<br />INTO
<br />7-
<br />IJ4*0 TAPOM 0 r IBC. 1/4-0 TAPCON 0 fi' D.C.
<br />%'rElH 1/2 MIN, THREADED /LAIIN. THREAM
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<br />SS
<br />_4
<br />3/32' WINS NUT A, 1 3/32' WING NUT
<br />2'W p t 2"4' WOOD
<br />REO=W- WAS" 0 6 1/4- D.C. REQUIRED l 11j WASHER 0 (BEYOND)
<br />06 Mej.
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<br />SCALE 316'.1,JB
<br />FLORIDA BUILDING CODE (High Velocity NuNYi4rons Zone)
<br />No 44167 20 UK GALVANIZED STEEL STOIW PANEL
<br />I. ItCrALLAT06 ARE ONLY VAUD PDA BUILDINGS WITH A.S,O. DES" MADE ow" ft
<br />UP TO +56.5: -72.0 PSF AND PANEL'S. LENGTH UP TO _3 GLOM PROD UCm LLC.1mralDmD
<br />11LIECO N OpE
<br />2- FDA NEW WOOD FRAME CONSTRUCTOR: WON MEMBERS TO HE SOUTHERN
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<br />E-7 HANG OHM PANEL (1)
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<br />SCALE 3/3r - I'
<br />W� GAP -1 1/4* W. SW
<br />t-114* v- GAP 114- A- GAP
<br />SECTION A•rA
<br />UG�A
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<br />E - Z HANG STORM PANEL SYSTEM CDNWM OF PANEL
<br />TRACKS
<br />aRrm- AwT,,T1OPAmpMNaA`AtE PLUS ON IV LMG
<br />(1), 2EFINITION E - Z HA*4 SAW PANfL. SYSTEM CONSISTING OF PANIE,
<br />Cant, TRACKS TOP & SOTIOM,
<br />(2). END I'M" SHALL ALWAYS BE O01oAW='rD E SILL WALL 13Y MEANS Of
<br />CONNECTED WITOM, TRACK OTHERWISE A STOP BAR
<br />I SWALL ALWAYS TOP
<br />(2), IfOSZP P LIE 4 %ZLS
<br />PROVIDED ATSffAC1
<br />I' USED MTLY Wl WIM, Em PANELS
<br />BE CtUINECTEO TO w/ 14M tr - CEO
<br />THUMBSCREW IN� W�Et'l C
<br />la(2W TAP CPT AS
<br />(3), IF END PANELS ARE CO: 0
<br />PM TRACK. CONNECTION SHALL CONSIST OF
<br />ON Z41tu
<br />=aOR
<br />•
<br />7F _5 NUT OR 1/4
<br />M�W W. THUMBSCREW B14"'
<br />Z4;_T=/O0TTOM 71ON OF FASTENERS A. EITHER OF TWO
<br />(3). FOR CASES WHEN END PANELS ARE USE �*NIUY W/ 15 LONG AT
<br />PAN" Mr$
<br />EXTERIOR FLAT FLANGES OF END PANEL
<br />Do ARE W surrom '(p STOP am
<br />ITT-00,11 PROVIDED AT TOP OF =Mmks
<br />(4). IN CASE THAT END PANELS ARE TRACK 0- A STOP SAR
<br />is ONLY SE CONNECTED TO BOTTOM TRACK
<br />(4). FOR INSTALLATIONS WREN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />MAY TO EXISTING SILL M MEANS OF PANELMATES� ONE IATERIOR PANEL
<br />USING SPflff=R)A.T.L= (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCAT14W
<br />MAY BE USED JOINTLY AT SHOWN ATrAMWG BOTTOM TRACK TO WALL
<br />TWO PANELMA'MS I= XNG SHOWN ON ELEVATION AND
<br />(St SEE SECTION 1', 3' ON SHUT 24- SEE ANCHOR SCHEDULE ON SHUT 25, ED" DISTANCE, FOR
<br />NOT NEED TO 19E CONNECTED Ilr INSTALLED
<br />SUCH THAT PANELS (8. LEFT & RIGHT SIDE OF EPAGR PANEL) HAVE
<br />OVERLAPS RETAINED BY THEIR
<br />IN$T.ALLATION DENLA EM 0eMON #2 FOR LIFE SAEM STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE STRUMBES
<br />1/4' UPCON ANCHORS k4- TAPCON mc**m
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<br />REDUIM
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<br />SCALE 3/r.1, 0 SC&E 3le-l-
<br />SEE SHUT to It 211 MR AMMOM Twe A
<br />SPACM IN 04TALLAMONS WID WOND
<br />FRANC BAUM _z•. .44167
<br />ON or w! FLORIDA BUILDING CODE (High Velocity Nu cons Zone)
<br />o=N, TILMc F�
<br />SOMU RfMa ANCHOR WAIM BY 20 GAGE GALVANIZIED STEEL STORM PANEL
<br />WATIPLY114 SPAM SRO" 00 SPHIEKOLE Acoms. ED, "a 110110m STATE DRAW ft
<br />NY THE FOLIANIVIO FACT� FOR *6
<br />OPM10K TO BE POSME, *VOLIM
<br />*AGING OrA#AD USING fAcToR =W ON PRODWTS, LLC, 01m
<br />BE Less Th" Mvwu# SPACING 11LIECO."C. GLO"L PROTE.T.'.. . SPOT
<br />P NAL FAX,
<br />MR p" Mom TYPE 04 THIS SCHOULE . . . . . . . . . 1 20-176
<br />_.i_ Dai aww"ha Ny
<br />WADER
<br />--- LIM "04"
<br />GENERAL Nom- 11m mm 2=1111
<br />t E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PLED-) HAS MEN VERIFIED FOR COMPLIANCE IN RJ) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 10 & PANEINATIE PLUS INTO wNcAm
<br />ACCORDANCE WITH THE 2020 (LLD' EDITION) Of THE FUJRLOA BUILDING CODE. BLOCK SHALL BE 1 1/4'
<br />DESIGN WIND LOADS SNAIL BE DETERMINED AS PER SECTION 1620 OF THE MOW MENTIONED CODE, EL2) MINRAUM EMBEDMENT OF 1/4-6 X 7/4' CALK -IN ANCHORS SHALL BE 15 7121' INTO CONCRETE.
<br />MR A WINK SPUD AS REQUIW, HL "M IN NO EMOMMENT 4#0 ANY nNISH MATERIAL SHALL BE PERMITTE0.
<br />VIL"EAS WI%jE
<br />Aff" SHALL. Mr
<br />FOR A DIRMIONALAV FACTOR 18 AND NOT EXCEED ILW= 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOWN(SHOULD ANY FINISH MATERIAL EAST) 'M
<br />DESIGN PRESSURE RATINGS INDICATED ON $HUTS 25 A; 26. DOADE 3/4- INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15
<br />SHALL BE FIRST REDUCED TO A.S.M DESIGN RRHO LOADSaY MULTIPLYM THEM BY 0.6 IN ORDER TO &3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PAN" BE FOUND ON THE OWING WALL,
<br />To COMPARE THESE W/ MAX. (&SO) DESIGN .PRESSURE ROWS INDICATED ON SHUTS 25 & 26, ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN SPRUCTI)RE BEHIND SLICH PANELS. ANCHORAGE
<br />SHALL BE AS MENTIONED IN 9.1) AND IN S.2).
<br />IN ORDER TO VERIFY IHAT COMPONENTS AND ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED, A MI INCREASE
<br />IN AUDINABLE STRESS FOR WIND LOADS. WAS USED IN THEIR ANALYSIS. FASTENERS SPACING TO wow RAS BUN
<br />�Z
<br />DETERMINED IN ACCORDANCE WITH NLO.S ZDi (C) ANCHORS SHRILL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIMS WO SPECIFICATIONS OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABOMTORY. INC REPORT 1 2032, AS PROTOCOLSUS-201, 11 IT SKALL BE THE RESPONSIBILITY OF THE CONTRA" TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AM IAS-203, IS TO Of ATTACKED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, OLOCX
<br />I THIS SYSTEM 845 SEEN DCSW40 TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDINGS.
<br />INSIDE W THE USE OF A LADDER OR LIT, THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE 11151011ATION CONTRACTOR 15 TO SEAL./CAULK ALL SHUTTER COMPONENT EDGES WHICH WMN IN CONTINUOUS
<br />I
<br />TRW THE NSIDE OF STRUCrME. CONTACT WON THE BUILDING TO PREVENT WIND/RAIN INTRUSIM. CAULK AND SEAL SHUTPER TRACKS ALL AROUND FULL
<br />3. SERIES 1000 INSTALLATION IS APPLICABLE M SINGLE ANTI DOUBLE HUNG STYLE WINDOWS WHEN 0WALLATION IS REQUIRED TO BE LENGTH.
<br />PERFORMED FROM M INSIDE OF STRUCTURE. 13, STOW PANEL NWALLAT04 SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />4. SERIES 2NO IS APPLICABLE TO SINGLE AND 0OU114E HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To.
<br />INSIALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE, 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTZ-IA- IS pX"w Pigam,
<br />5, ALL ALUMINUM DMVSDNS TO BE 4"316 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) IS. (4) THIS PRODUCT EftLAMON DOCUMENT (P.F_D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROMOt
<br />INFORMATION FOR A SITE SPECIFIC PROJEM 1.9, WHERE THE SITE CONDITIONS DEVIATE FROM THE PF_D�
<br />t ALL ALUMINUM SHEET METAL USED AT CLOSUAESShIALL HAVE 3105-1414 kwY.
<br />(b) CONTRACTOR -10 K RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION MLUDIMO In SAFETY OF
<br />7. ALL STEEL SHEET METAL PANELS SHAUL HIWE STRUCTURAL QWIY TrEEL, ASPA A-653 GRADE 50 Min, O&VANDED STEEL THIS PRODUCT BASED ON THIS D. FRONDED H�/SHIE DOES Not YE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy. 58.5 44.1 IlAPTER ROU14 THIS DOCUMENT. CONSTRUCTION SVEN AT WE VS THE CONITACTOWS RESPONVOO-ITY.
<br />B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 31S AJSI SERIES OR CORROSION RESISTANT CANTED CAROM STEEL AS PER DIN W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODFIEt4
<br />ZVOIS W/ 50 k5i YIELD SMENGTH AND 90 k9i TENSILE STRENGTH & Si At COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.&4,
<br />(d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED, ENGINEER OR ARCHITECT WHICH WILL
<br />C BOLTS TO BE ASTM A-307 GALMANLZri) STEEL, OR AM $04 SERIES STAINLESS STEEL, WITH 35 itst MINIMUM YIELD STAENGTH. BECOME THE ENGINEER OF RECORD (E.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED MWER TO THE P.E.D. ENGINEER, SHALL
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAwwGs FOR REVIEW,
<br />(A) THIS P.En, SHALL BEAR THE DATE AND ORIGINAL UAL AND SIGNATURE OF THE PROFESSIONAL ENWREER OF
<br />1/4*0 TAPCON ANCHORS AS MANUFACTURED BY IT.W. SUIUXX INC. (MIN. Vc.3ii?2 P•&Q RECORD THAT PREPARED IT,
<br />1/4" 0 9 718' CALK -IN ANCHORS, AS MANUFACTURED BY DMALT INC. (MIN, 1t-3000 p-L) 10. STORM PANEL MANUFACTVVWS LABEL SHAU. BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />0 14- 10 PANELMATE FEMALE ID & PANEILVAn PLUS ANCHORS. AS MANUFACTURED SY ELCO CMS1`R0CnQN Pitmwm
<br />ACCORDANCE Will SECTION 1709.9,3 OF FLORIDA BUILDING COKE. ONE LABEL SKAU. BE PLACED FOR EVERY OPENING.
<br />tf'4-3m TO
<br />P.A;) LABELING COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING COPE
<br />XI) WNWUIA EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND r FOR PANEWATE
<br />FEMALE 10 A PANEIMATE PLUS,
<br />A2) MINIMUM EMBEDMENT OF 1/4.0 X 7/8- CAUL -IN ANCHORS SHALL BE IS 7,?r INTO CONCRETE, NO EMBEDMENT INTO
<br />AW FINISH MATERIAL $HALL BE PERMITTED-
<br />1/4' 0-20 SS SIDEWALK BOLTS USED V44L BE LONG ENOUGHI(SHOUILD ANY FINISH MATERIAL FIST) TO ENGAGE 3/0
<br />INTO WHO". 40
<br />#0000411"10
<br />CIA 'L�
<br />X3) IN CASE THAT PRECAST STONE, CONCRETE PANELS, OR PAVERS BE f'MNO TIRE EXPERNO
<br />PREOW ON WALL OR
<br />FLOOR, ANCHIORS SHALL BE LOW ENOUGH TO AWN THE WAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL
<br />BE AS MENTINVO IN AA) AND IN A,2),
<br />No. 44167
<br />m Ex Ar
<br />1/4* 0 TAPCON ANCHORS AS KWUFACILIRED BY KTW. BUILM. INC, FLORIDA BUILDING CODE �Iflqfi Velocity mu cons Zone)
<br />1/4- 0 X 7/8- CALK -IN ANCHORS, AS MANUFACTURED 84' OMALT INC, (rM.TSOO psl� mow mm wa F.P.
<br />20 USE DALVANIZO STEEL STORM( PANEL
<br />#14-$0 PANELMATE FDALE 0 AND PANIELAIC PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTAuctiM amw ft
<br />PRODUCTS P..I.) GLOBAL PROTECTION PRODUCTS, LTC. 0114121"
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