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<br />MA)L 31Mh7, 4A/17 1Mt/,A ��I, 9/17 40/17, „e/16, 3' MAX.
<br />MIN. e+t+110. 7AWJt9 & SAW/2D I T WME/19 7ew/If a WN/W y- r" 1014.
<br />P"OL
<br />PANEL LENGTH
<br />(SEE SCHEDULE)
<br />17, 4A/17, SA/,0.-GAGA wralsrttWie Flue/
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<br />NW. MAIM/19, 7AWJ19 & eAW/2n 6NP/19, 76W/19 & 09WJ20 /• MIN.I
<br />-.-----._.. ----ANCHORS (SEE SECTIONS ON SHEETS 17, 10, tQ &
<br />QPTIQN *2 FOR UEE SAFETY STORM PANEL[ 1%YYATION
<br />SCALE 3/1W-7" tH• 1W Y. °•P
<br />SECTION A -A
<br />SCALE 3/le-1"
<br />MAXIMUM A.S.D,
<br />Mox, PANEL LENGTH
<br />DESIGN PRESSURE
<br />L 00
<br />MINIMUM SEPARATION
<br />PANE L
<br />RATING (P.S.t.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0, -72.0
<br />B'-g"
<br />2 3/4"
<br />UNBOLTED
<br />INSTALLATION QUAILS FOR MION J2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
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<br />SCALE 3JB`..t' LFE S..PANEL
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<br />N,III
<br />�¢ SCALE 3/8`-T" SCALE 3re`s1" 1�" aMIT�i.1t✓9
<br />.71► i FLORIDA BUILDING CODE if h VelocityNu cam Zone) 1, 1M('O
<br />ARE 01I,Y UD FOR BUILDINGSWITH ISO. DEtXIV LOADS
<br />+55I -
<br />P
<br />UP 70 +LISLE, -720 PSF AND PANEL'S LENGTH UP tO 8'-LYE t - Pant mTECO, trc.
<br />= N0.4 's* ¢ 20 GAGE GALVANIZED STEEL STORM PANEL F.P.
<br />W
<br />OD 2 FOR NEW WOFRAME CDNSTRUCnOW OOD MEMBERS TO BE SOUTHERN _ _ ��
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<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
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<br />'t'.'_7' 2 b57"
<br />1 GALVANIZED STEEL
<br />l f +„'R t25" +. 2.21HL'
<br />2.000' 2'�O•. „i TIP. '�\GRADE NUNM
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<br />6061-76 Alum, ALLAY
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<br />0 SAFETY
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<br />S
<br />i No 44167 mmo aTao. INC FR•
<br />g * � 20 GAGf GALVANIZED STEEL STORM PANEL OPA1pN IN_
<br />1, INSTALLATIONS ARE ONLY VALID FOR BINLDOM WITH A.&D. DESIGN LOADS LIFT -
<br />UP TO +551. -720 PSF AND PANEL'S LENGTH UP TO
<br />✓'' "rrr•.•ar� GLOBAL PROTECTION PRET mrstEtTt
<br />PRODUCTS, I.I.C.L
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WORD MEMBERS TO BE SOUTHERN
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<br />{AST PAYEE TO BE INSTALLED AT EACH
<br />OPEN RC 9}yi' ACWMY5 BE WW�J NEAR HA 9Wl ALWAYS BE PROVIDED W//
<br />TYPICAL ELEVATION FOR -SE e. . REAR ADULATE V59 REAR HANDLE 10 FA3UTATE W5XGI0N
<br />HANDLE M 46
<br />,� IF WTENDED TO TM NNSTAIIED FROM E IDENO..D TD BE 1NBMtIED FROM
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<br />SCALE 3/3r . 904E 3/3r - I.
<br />(1), DEFINITION OF SERIES 1000- £ - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL +
<br />TRACKS AT MATE PLUS OR IV LONG
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<br />Conk TRACKS TOP & BOTTOM. (2). END PANELS SHALL. ALWAYS BE CONNECTED TO EXI F6 SILL WALL BY MEANS OF
<br />(2). ED PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PANELMATES DIN, tF USED pMY W/ 15' LONG f,2) TRACK AT BOTTOM, END PANELS
<br />SHALL BE PROVIDED AT TOP OF SUCH PANELS. SHALL BE CONNECTED TO�w/ 1/4"i-20,f31a"-it S. W/ 7/ ' J32'
<br />WING NUT OR 1//4'e-2 Min. THUMEfSCRMW INTO TAPPED AS
<br />(•EXCEPT
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<br />INTO TAPP£p BOTTOM TRACK. LOCATION OF FASTENERS MAY 8E A7 EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE AT
<br />g(JT EtS1 PANELS ARE NOT NN£CTED TO fBOi70M IV TRACK.'(STIN+ BAR
<br />EXTERIOR FLAT FLANGES OF ENO PANEL. SNRAL1. BE PROVIDED AT TOP OF SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED AL BOTTOM NECTC (TO A STOP BAR (a)• FOR INSTALLATIONS WHEN END PANELS AND SOME MERWR PANELS ARE DIRECTLY
<br />6 ONLY USED AT Top) O LEAST TND PANES 51V11 CONNECTED TO BOTTOM TRACK MOUNTED TO EXPSDN&. SILL WAD. MEANS OF PMNETMATEg, ONE INTERIOR PANEL
<br />USING USED tNDICATE0 ONFIQT£ (3} A30VE. IN SUCH CAS€. CONNECTION OF PANELS BE TRACK B'(2�}
<br />MAY USED JD)NTLY W/ AT BOTTOM ATTACNUNC, BOTTOM TRACK TO WALL
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<br />1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATIN DOCUMENT (PEED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ELL) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANEUAATE FEMALE ID & PA LMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING COOS BLOCK 94ALL BE 1 1/4-.
<br />OF,S7GN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, B.2) MINIMUM EMBEDMENT OF 1/4'e X 7%8" CALK-IM ANCHORS SHALL BE IS 7/8• WTO CONCRETE
<br />FOR A WIND SPEED AS BEOUIRE
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<br />FOR A ONECTWNAUTtT FACTUR KI-O.85. USRId ASCE 7-10 AND SHALL NOT EXCEED THE MADMUM (REED-) 1/4" 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL fX1S!) TO
<br />OE54N PRESSURE RATINGS INDICATED ON SHEETS 25 & 2& ENGAGE 3/4" INTO ANCHORS.
<br />IN. ORDER TO VERIFY C TOM THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />SHALL BE FIR REDUCED TO AS WIN BY MULTIPLYING THEM FOUND ON WALL,
<br />FIRST D DESIGN 0 LOADS LAGS. LYING EN BY 0.6 M ORDER&2TO &3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELSTRU
<br />STHEUCH
<br />TO COMPARE THESE W/ MAX. (REED) 0131GN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS STALL BE LONG ENOUGH 7O REACH THE OWN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />U PANELS.
<br />SHALL ,E AS MENTIONED IN B 7 IN .)AND 82),
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,ED. AS TESTED WERE NOT DYER STRESSED, A 33X INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS }: M USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 2DIS- (C) ANCHORS SHILL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
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<br />STORM PANELS - F R FA ADEQUACY OR IMPACT AND FATIGUE RESISTANCE FM$ BEEN VERIFIED L4 ACCORDANCE WITH ON 1828 OF
<br />THE: ABOVE MENTIONED CODE AS PER FENESiRA'RON TESTING LABORATORY. INC. REPORT $ 2037- AS PROTOCCLS TAS-201, 11. IT SHALL BE THE RESPONSIBIURY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203, LS TD BE ATTACHED TO ENSURE PROPER ANCHORAGE. THIS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE• BLOCK
<br />OR WOOD FRAME BLIIDINGS.
<br />2. THIS SYSTEM FIRS $BELT QESiCiNED TO ELE INSTALLED ON THE OtJTSiDE OF TF(E OPENING ACCESSING TIE OPENING FROM THE
<br />INSANE THE USE A LADDER OR LU'T. THIS APPUCATINN LS VAt)b WHEN I75TALLA7WN 6 1MEtr'OED TO BE PERFORMED 13. THE IN3TALIATIRN C4M'tRAC7OR 6 7D SEAfCWLK ALL 5+NlITTER COMPONENT Fs'SGES WHICH REWNN SR CONTINUOUS
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<br />FROM THE INSIDE OF STL;UCTUIRE. � WTIFR THE BUILDING TO PREVEte7 iWNDJitAN INiRUBWN. CAULK AFHI SEAL SHtQTER TRTACKS AIL AROUND FI1LL
<br />3. SERIES 1000 INSTALLATION 6 APPLICABLE. TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE
<br />PERFORMED FROM THE M OE OF STRUCTURE 13. STORM PANEL "'WAilAIM SHALE. COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURMCNWN WHERE PERMIT IS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SUDERS STYLE WINDOWS WHEN
<br />INSTALLATION 6 REOUCRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENIT POO=.
<br />5. ALL ALUMINUM T 15. a THIS P EXTRUSIONS TO 8£ 6083- fi ALLOY MIND TEMPER< UNLESS OTHERWISE NO PRODUCT EVALUATION DOCUMENT P.E.D. PREP 7 ( NOTED) () ( ) PREPARED BY GENERIC AND DOES NOT PRINK
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<br />RNFORNATWN FOR A SfTE SPECIFTC PROJECT: i.e. WHERE THE SITE COwOtTUQMS DEVIATE FROM THE P,EA_
<br />a. ALL ALUMINUM SHEET METAL USED AT CLEFS7NR£S SHALL HAVE 3105-H74 ALLOT.
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR 'UFE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIE SAFETY OF
<br />7. ALL STEEL. SHEER META.. PANELS SHALL HAVE STRUCTURAL A M A- RAID TH19 CT HA UAL. tJUAMr,Y STEEL., AM 853 OWE 50 Min. R°JN.YMNT[EO STEEL PRODUCT BASED ON THIS P.ED_ PROVIDED HE DOES NOT HE/SHE DEVIATE FROM THE CONDITIONS DERAILED ON
<br />DESIGNATION W/Fy= 58:5 kid (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION 'SAFETY AT SITE 6 THE COHTflAC70R'3 RESPDNSiEILTRY.
<br />8. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANS OR CORROSION RESISTANT COATED t THIS PRODUCT EVALUATION DOCL34DIT SERIES OSK3N RESIN ANT TIED CARBON STEEL AS PER EXF! WELL 1# CONSIDERED MVAl1D IF MOtkFt () ED.
<br />50018 W 50 ke) YIELD STR94GTHI AND 90 Inti TENSILE & S Y WFLORIDA
<br />STREWTH FLAIL COMPLY FLOR BUILDING CODE SECTION 2417.3.3.4.
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<br />(tf) SITE SPECIFIC PROJECTS SN/4.L BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AS 304 SERIES STAINLESS STEE4 WITH 38 kti MINIMUM YIELD STRENGTH. BECOME THE 041NI ER OF RECORD (E.OJQ FOR THE PROJECT AND W140 WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.O ENGINEER, SHALL
<br />f0, ANCHORS TO WALL SHALL. BE AS FOLLOWS: SUBMIT TO EMIG LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />(A) TD FYISTINtt POLIREQ CONCRf_Fa'•
<br />(•) THIS DATE AND ORIGINAL SEaI. NtO SMNATURE OF THE PROFESSIONAL ENGINEER OF
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<br />_ 1/414 TAPCON AN'CNORS AS MANUFACTURED BY I.T.W. 13UIiDEX, INC. (MIN. !'t.31§2 P.a.i.) RECORD P8�D IT,
<br />- 1/4" e X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY O€WALT INC. (ARM. 1't-3000 pxl) IS- STORM PANEL MANUFACTURERS LABEL. SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />- %14-f0 PANEUAATE FEMALE ID & PANELMATE PUNS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />ACCORDANCE WITH SECTION 1709.9-3 # FLORIDA BUILDING COME.. ONE LABEL SHALL. BE PLACED FOR EVERY OPENING.
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<br />A:1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2" FOR PANELMATE
<br />FEMALE iD. & PANELIAXTE PLATS,
<br />A2) MINIMUM EMBEDMENT OF 1/4"e X 7/9• CALL -IN ANCHORS SHALL. BE IS 7/8' INTO CONCRETE, NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />1/4` 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4'
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<br />BE AS MENTINED IN A.1) AND IN A,2).
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