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ANCHORS (SEC SECTIONS ON SHEETS 17. 18. 19 3 20)---------.--. -
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<br />30744/17. 5A/HL
<br />9W II 7NN/19 O IIAW/20
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<br />MAIL 3' MIMIN.
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<br />3- MAX. 2A/17r 4A/17. SA/19. 38/17. 40/17. 59/10. 3. May_
<br />WIN. AW/19. 7A10/19 • SAW/20 iYLrpYe9e 6BW/19, 7e1A/19 a aaw/20 I• MIN
<br />ANCHORS (SEE SECTIONS ON SHEETS 17. 10. 19 • 20)
<br />OPTION #2 FOR LIFE SAFETY STORM PANEL(,; ELEVATION
<br />SCALE 3/16--t• 1/4-AAw. aP
<br />� � ► i i l ► ,1 •fS•7f9T9 � ► �
<br />SECTION A -A
<br />901LE 3/1e•-r
<br />M�iiNc/,
<br />No. 44167
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L (It.)
<br />TO GLASS
<br />CONDITION
<br />RATING (D.e1)
<br />(SEE SECTIONS) ON5
<br />)
<br />4 55.0, --72.0
<br />8'-8'
<br />2 3/4-
<br />UNBOLTED
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<br />r�,Ny1w1AYW
<br />. P LL SLAY/90NTINK/N.IC
<br />FLORIDA
<br />BUILDING CODE (High Velocity Hurricane
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<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />11RM+N eY
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<br />FOR OPTION #2 FOR LIFE SAFETY
<br />STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />WOOD HIAp[R
<br />-TEWN•CO
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<br />WALL MOUNiiNG INSTALLATION
<br />WALL MOUNTING INSTALLATION
<br />WALL MOUNTING
<br />INSTALLATION
<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE 7AYL_S-_REGULAR PANEL ALTERNATIVE 7@W
<br />ALTERNATIVE
<br />BAW
<br />ALTERNATIVE 6BW
<br />scA.r 3/M'_ I
<br />O CAFE SAFETY PANEL
<br />O REGULAR
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<br />FLORIDA BUILDING CODE Velocity Icons
<br />,. INSTAL.LAIIONS ARE ONLY
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<br />DESIGN LOADS
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<br />VP 0 r55.5. IO PST
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<br />20 GAGE GALVANIZED STEEL STORY PANEL
<br />T. FOR NEW WOOD F M CONSTRUCTION WOOD MEMBERS TO UC SOIITNEIIN
<br />PRE NO, 2. W/ SYEC.IC DENSITY OF 0.55 OR EOUN_
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<br />COMPONENTS FOR SERIES
<br />2000 & 1000 E-Z HANG
<br />STORM PANELS
<br />(SCALF 1/2-1'
<br />(TOTAL 4RD,N) _.-----_.----••-1.150'
<br />_.12.9aG• (EFFECTIVE OIDT1).-__.-
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<br />2. / , / 1
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<br />O3 REVERSED "U" TRACK
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<br />BUILDING CODE (High Velocity Hurricane Zone)
<br />-c �' ATE OF i
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<br />20 GAGE GALVANIZED STEEL STORY PANEL
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4- TAPCON ANCHORS 1I4• TAPCON ANCHORS I� 4 IAPCON ANCHORS _ I" iAPC'ON MKIgtS
<br />BEe" O.C. --- - is O.c. a 9' D.0 r O 9' OC
<br />POWFD POURED COHCREIE POURED CONCRRE POCONE ( ��
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<br />RIDA BUILDING CODE (High Velocity Hurricane Zone
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<br />INSTALLATION DET-AILS FOR OPTIO)V 402 FOR LIFE SAFETY STORM PANEL SYSTEM
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<br />MIN. THREADED PMET /4T
<br />MIN. THREADED PENETRATION
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<br />WALL YOU TING INSTALLATION WALL. MOUNTING INSTALLATION
<br />ALTERNATfYO ALTERNATIVE
<br />A11T.C(/I�'•L
<br />REGULAREPANEL �K`'�ELA O FESAFTY PANEL
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<br />SCALE 3/8--1" P�''•\GEMS SCALE
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<br />NO 44167 20 GAGE GALVANIZED STEEL STORY PANEL
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<br />;. INSTµlAllpNS ARE ONLY VALID FOR BUILDINGS MATH ASIGN .D DESLOADS * � "---- --- -
<br />UP TO .55.5. -72.0 PSF AND PANEL * 'S LENGTH UP TO B' S' ' "= „'D /-
<br />S -o'., S ATE D a -- / /► ,Ma GLOBAL PROTECTION PRODUCTS, LLC. DATE
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<br />''i, pGf•'' DR t1�LIE ENGNEgRp I4ME, R 34314
<br />PINE NO. 2. W/ SPECIFIC DENSITY' OF 0.55 OR EQUAL - IN�j CaYFAMY
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<br />1• MP. Non 2 ttE SECTIONS oN srER to 1• AH11.
<br />ILVA (5) IF/ OR W/0©' O
<br />+ LAST PANEL ^ TO BE "SiAI.LIL(1 AT EACH
<br />TYPICAL ELEVATION_FOR SE$JES 2000 Rp°E,EIR"`HAwLEt""`rTO FACILITATE RrsP1OMA uDT9
<br />�l Y MTENDEo TO eL INS LED FROM
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<br />I
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<br />SECTION A -A
<br />HOME 3/10- -
<br />NOTES,
<br />(1), ORNRLON_9F. SERIES 2=. E Z HAND STORM PANEL SYSTEM CONSISTING OF PANEL I
<br />Cont. TRACKS TOP A BOTTOM.
<br />(2). ED PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHEEAWSE A STOP BAR
<br />SHALL BE PROVIDED AT TOP OF SUCH PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF
<br />1/4-•-20.3/4- M.S. W/ 7/6•ex3/32- ONIG NUT OR 1/4"h3/4' MITI THUMBSCREW
<br />HMO TAPPED BOTTOM TRACK. LOCATION O FASTENERS MAY Bit AT EITHER O TWO
<br />EXTERIOR FLAT RANGES OF END PANEL.
<br />(4). IN CASE THAT CND PANELS ARE NOT CONNECTED 10 BOTTOM TRACK I. It A STOP MR
<br />6 ONLY USED AT TOP AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK
<br />LIS04G SPECS INDICATE ON NOTE (3) ABOVE_ IN SUCH CASE. CONNECTION OF PANELS
<br />TO DOROM TRACK MAY OCCUR AT ANY PANEL LOCATION
<br />(5). SEE SECTION 1', 3' h 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. "
<br />A. TI(li
<br />'yip.•''\G EN SF
<br />No. 4,167
<br />*:It
<br />o'• STAT OF
<br />9 `•. F p
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<br />3• ,,b• 2'/24 W 1•/74 01 FSA'v2AER ' (sa Nor 3 Most)
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<br />WAY BE LOCATED
<br />AI END OR 1 1/7' 1 t/Y'' Al FMD PANELS)
<br />RFTEmaR PAE13_ Ie-
<br />• OAST PANEL T r0 BE INSTALLED AT E/
<br />OPF74Nc SPRAIN ALWArs 0 I•R(T••10Cp w/
<br />TYPICAL ELEVATION FO 1000 AFAR HANDLE 10 FAWAA INSTALLATION
<br />I INTENDED It) B[ "STALLED n4oAl
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<br />�HHnt. TRACKS AT TOP 6 PAWI.MAIE PLUS OR 15' LONG
<br />AT BOTTOM W/ PANELMATES.
<br />(2). END PANELS SHALL ALWAYS BE CONNECTED 10 EXXNG SILL Wµl BY MEANS O
<br />"AN 'IS OR, IF USED NRY W/ IS- LONG '(2�)H TRACK AT BOTTOM, END PANELS
<br />SHALL BE CONNECTED ro w/ r//4'I-20K3/4 S w// 7/ K3/Jz'
<br />WING NUT OR 1/4'0-20.3 Min. 1HVYBSCREW INTO TAPPED (EXCEPT AS
<br />DESCRIBED ON NOTE (3) BELOW)
<br />(3). FOR USES WHEN END PANELS ARE USE JOINTLY W/ IS- LONG © AT
<br />a(TTTOM BUT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK 2 JI STOP BAR
<br />B(,J SALL BE PROVIDED AT TOP OF SUCH PANELS.
<br />(4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />MOUNTED TO EXISTING SILL WALL MCANS OF PANELMAIES, ONE �NTERKM PANEL
<br />MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACHING BOTTOM TRACK TO WALL
<br />W/ TWO PANFLMATES FOLLOWING NO SHOWN ON FLEVANON ANn w/ 3 1/2•
<br />Ya. EDGE DISTANCE. FOR THIS IMCROR PANEL US"'
<br />'0' 1I Y W/ HOES
<br />NOT NEED TO BE CONNECTED TD ASP ANY MEANS. 1EUCN (j�1(f SMALL INSIµI.Lp
<br />V�G TSUCH THAT ADJAZENT HEM OVERLAPS RETAINED BV (Zt NF IFFT h RIGHT SIDE EN MTERIOR PANEL) HAVE
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<br />I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P-E.D.) HAS BEEN VERIFRO FOR COMPLIANCE IN B.1) MINIMUM EMBEDMENT OF TAPCON ANCHOR'i AND PANELMATE FEMALE 0 k PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (71n EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4"
<br />DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. B.2) MINIMUM EMBEDMENT OF 1/4-e X 7/6- CAI ANCHORS SHALL BE IS 7/6- INTO CONCRETE.
<br />FOR A WIND SPEED A5 REQUIRED BY TIIC JURISDICTION WHERE THESE SHUTTERS WALL O INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERYL SHALL BE PERMITTED
<br />FOR A DIRECTIONALITY FACTOR KO-O.ITS USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A SA.) 1/4- 4-20 SS SIDEWALK BOLTS USED S.'ULL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL ExMT) TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 O 26. ENGAGE 3/4" INTO ANCHORS.
<br />IN ORD R T IFY H N O N ULTIMATE DESIGN WIND MIN PER 7-1 E 0 VER THE ABOVE. COD q Ul E DES LOADS DETER EU E ASCE 0
<br />SHALL BE ORS/ RCDUCFD i0 A5.0. OSKGN WPND LOADS BY YUI TIPLYING THEM BY 0.8 IN ORDER TO 0.3) IN USE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL.
<br />TO COMPARE THESE W/ MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 O 26 ANCHORS SHALL BE LORD ENOUGH TO REACH THE MAN STRUCIURE BEHIND SUCH PANELS. ANCHORAGE
<br />5HAL1 Of AS MFNIIONED IN ILI) AND IN 6.2),
<br />TIN ORDER 10 VERIFY THAT COMPONENTS AND ANCHORS ON THIS P. E.D AS TESTED WERE NOT DYER STRESSED, A 33X INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS HDL USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH NOS. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFKAHONS OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PANEL'S ADEOtACF FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENE57RAIpN TESTING LABORATORY. INC REPORT / 2032. AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CON'RACTOR TO VERIFY THE SWNONESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-20J. IS TO BE ATTACHED TO INSURE PROPER ANCHCRAGE. THIS SHUTTER SH41. ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />OR W000 rRAMf BVILpINCS.
<br />2. nM15 SYSTEM FINS BEEN DESIGNED 10 BE INSTALLED ON THE OIfTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE
<br />THE
<br />INSIDE W/C THE USE OF A LADDER OR OFT. THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR IS TO SEAL./CAI)LK All. SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE OF STRUCTURE. CONTACT WITH THE BUIEENNG TO PREVENT WIND/RAIN INTRUSION CAAK AND SEAL SHUTTER TRACKS AI.I AROUND FULL
<br />LENGTH
<br />3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLAIION IS RFOUIREO 10 UL
<br />PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS ONAwiNG PLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED It' THE JURISDICTION WHERE PERMIT IS APPLIED TO
<br />4. SERIES 2DW INSIµ LATKAN IS APPLICABLE TO 504CLL AND DOUBLE HUNG AND HORIZONTAL SUDERS STYLE WINDOWS WHEN
<br />INSTALLATION IS REOUIRED TO BE PERFORMED FROM THE INSIDE Of STRUCTURE 14 ATRIUM WINDOWS AND DOORS, NC. E - Z HAUG STORM PANEL SYSTEM^' IS PATENT PDOW
<br />1 THIS P 1 T P P - TEMPER 5 o S
<br />EVALUATION DOCUMENT .ET; PREPARED THIS ENGINEER
<br />GENERIC AIR T 5. ALL ALUMINUM EXTRUSIONS TO BE 606! 16 ALLOY AND EM ER. (UNLESS OTHERWISE NOTED) () ( ) 0Y C GE C D DOES NO PROVIDE
<br />AIIDN S
<br />NrORMAiION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL RAVE 3105-H14 ALLOY.
<br />NTRICi T FOR H T I CO OR 0 BE RESPoNSFBLC O THE SELECTION. PURCHASE AND INSTALLATION INCLUDING F
<br />OLEE SARFTY O
<br />7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-S5J GRACE 50 Men, CAI VANLZED STEEL TNaS PROOIICT BASED ON THIS PLO PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 50.5 Ae; (AFTER ROILED) THIS DOCUMENT CONSTRUCTION SAFETY Al SITE IS THE CONTRACTOR'S RESPONSIBILITY,
<br />R T R T a THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED !NV F 'rI
<br />C EWS TO 57µNLE5S STEEL ]01 OR J78 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN () µJD I MODI ED
<br />S. AIl SCREWS
<br />5WIa W/ SO xel YIELD STRENG7H AND 90 kip; TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4
<br />(e) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL9.
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AIS7 304 SERIES STAINLESS STEEL WTH 36 Me, MINIMUM HELD STRENGTH. BECOME THE ENGINEER O RECORD (E.O.R.; FOR THE PROJECT AND WHO WILL I E RESPONSIBLE FOR THE PROPER
<br />USE O THE P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PT D. ENGINEER. SHALL
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPEGM fIC DRAWINGS FOR REW
<br />(A) ID, EM11ING POIREC [Of:EBEEE:
<br />(a) THIS P E.D. SHALL KM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />- 1/4•e TAPCON ANCHORS AS MANUFACTURED BY I W. BVLDEX, INC (MIN. C -3192 p 4.1.) RECORD THAT PREPARED IT
<br />4• I 7 -IN eANUFAC D DEW T' INC.' . - 1 % 6 CALK ANCHORS. A5 LURE Bt' µ C (WIN. c JOW .e.i. ,6 STORM PANEL LABEL3 SHALL LOCATED ON A READILY VISIBLE PANE[. IN
<br />ALL 13Eh LA EDpFO
<br />14-10 PANELMATE FEMALE ID k PANEL.MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />- / ACCORDANCE PATH SECTION 1 3 70 FLORIDA LABEL
<br />CODE ONE LABEL SHALL BL PLACED FOR Cv[RV OPENING.
<br />Y WITH SECTION 2 OFBUILDING
<br />(Fc-J350 D,•.i.) IABELIHf. TO COMPLY WITH SFCIION I)09.9.2 O 71E FLORIDA BUILDING EWE..
<br />COMPLY
<br />Ai) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALT BE 1 3/4• AND 2' FOR PANELMATE
<br />FEMALE 10 & PANELMATE PLUS
<br />A2) MINIMUM EMBEDMENT OF 1/4'e X 7/0' CAL( --IN ANCHORS SHALL BE 15 7/6" INTO CONCRETE NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />1N/4 20 S SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERLAL EXIST) TO ENGAGE 3/4• 11Nrrry,
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<br />A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, 0R PAVERS BE FOUND ON 'HE EXISTING WµL OR"
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<br />- No. 44167 =
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