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ANCHORS (SEE SECTIONS ON SHEETS 17, 16. 19 A 20) - ••-
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<br />i.... _------- -- ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 A 20) - - - -- - -
<br />OPTION /2 FOR LIFE SAFETY STORM PANi ELEVATION
<br />SCALE 3/16•-l• 1/ir ra w
<br />low
<br />SECTION A -A
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.B.f.) AND
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<br />CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE '�° '' VCENSF' �9s'=i
<br />No. 44167
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />DESIGN PRESSURE
<br />L (N.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.s.L)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
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<br />INSTALLATION DETAILS FOR QETION #2 FOR LIFE SAFETY 5T0RM__PAN L SYSTEM
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<br />: No. ;* 20 GAGE GALVANIZED STEEL STORM PANEL
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<br />BUILDING CODE (High Velocity Nurricone Zone
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<br />SECTION 3A SECTIO g SECTION ALA SECTION 48
<br />O REGULAR _PANEL 4 LIFE SAFETY PANEL 9 REGULAR PANEL 9- LIFE SAFETY PANEL
<br />SCALE S/e'-�' SCALE 3/8•-• SC.ur )/K.-•• A:ALE
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<br />No.f4167
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<br />FLORIDA BUILDING CODE (High Velocity Nurricone Zone
<br />20 GAGE GALVANIZED STEEL STORM PANEL
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<br />NOTES
<br />IIolES oMT. TRACKS AT TOP A PMELMAIE PLUS OR IS' LONG
<br />(I). SON.-DlTsC jfRg, E- 7 NAA1G STORM POLL SYSTEM CONSISTING OF PANEL 7ABOTTOM W/ PANELMATES,
<br />Coot tRACKl TOp A BOTTOM, (2) END PANELS SHAD ALWAYS BE CONNECIEO TO EXI�jiNG SILL WA1 BY HEMS Or
<br />(2) jE10 PA4[15 SMALLALWAYSBE CONNECTED TO BOTTOM TWX OTHERWISE A STOP BAR 'A-MIATES OR, B USED MLY W/ IS' LONG TRACK AT SOTIE%/. END PANELS
<br />'(2L) /
<br />(6J SNA1 B[ PROW10Ep A7 TOP OF SUCH PANELS SHALL 8C CONNECTED TO W/ 1/4:-20.3/4 S. W// 7/ ' TS/)2'
<br />WING Ntfi OR 1/4'.-70.] Nin. HUMBSCREIW INTO TAP1'CD �(fOUCCPT AS
<br />(3), IF END PANELS ARE CONNECTED iQ BOTTOM TRACK. CONNECTION SHALL CONSIST or O[SCJBBEO ON NpTE (J) ELOW)
<br />1/.:-20.3/4- MS w/ 7/8•eX3 32" KING NUT OR 1/4'.YJ/4- Min 7HUYBSCREW ^ 1
<br />ALTO TAPPED BOTTOM MACK LOCATION Of FASTENERS MAY BC AT EITHER OF TVFO (J). FOR CASES WHEN CIAO PANELS ARE USE JOINTLY W/ 15' LONG Q AT
<br />T7pN BUT CND PANELS ARE NO7 CONNECTED TO BOTTOM TRACK 2 A STOP BW
<br />EXTERIOR FUl RANGES OF END PANEL Ski 4 BC PROVIDED AT TOP OF SUCH PANEL$.
<br />(4). IN CASE THAT LNO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i... A STOP 8M (4). fOR rN5TALU1ION5 WHEN END PANELS MD SOME NTEROR PANELS ARE OIRECRY
<br />IS ONLY USED AT TOP) Al LEAST TWO PANRS SHALL BE CONNECTED TO BOTTOM TRACK MW1NiFD TO F%1SITNO SILL WALL BY MEANS OF PAhEIAAfES, ONE INTERIOR PANEL
<br />USING SPECS INDICATED ON Man (3) ABOVE N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINRY W// TRACK AT BOTTOM ATTACSUNG BOTTOM TRACK TO WALL
<br />70 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION
<br />W/ TWO PANELMATES lOILOWING IFIG SHOWN ON ELEVATION AND W/
<br />(5) SEE SECTION V, S' ! 4' ON SHEET 24. SET ANCHOR SCHEDULE ON SHEET 25. 111, EDGE DISTANCE FOR iMiS CJSj, Brt[ROR PANEL VSEO JOB(ilY w/ (2) DtXS
<br />NOT NEED TO BL CONNECTED TO x ev Mr YEAN5 TRACK 5)4ALL BBBEEE INSTALLED
<br />T ADJACENT US E I.FTT 61 RIGHT SIDE OF R PANEL) HAVE
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<br />: No. 4 167 '.
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<br />PANEL SYSTEM
<br />INTO EXISTING
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<br />POURED
<br />CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />1 E-f HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN
<br />ACCORDANCE MTII THE 2020 (7th EDITION) O THE FLORIDA BUILDING CODE
<br />DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE WENT ZONED CODE,
<br />FOR A WIND SPEED AS REQUIRED BY TILE JURISDICTION WHERE THESE SHUTTERS WILL OF INSTALLED AND
<br />FOR A DIRECt1ONA iY FACTOR KD-0.85 USING ASCE 1-18 AND SHALL Not EXCEED THE MAXIMUM (AS.D.)
<br />DESIGN PRESSURE. RATINGS INDICATED ON SHEETS 25 A 26.
<br />IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7- 18
<br />SHALL BE FIRST REDUCED TO AS.D DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO
<br />TO COMPARE THESE W/ MAX. (FLS D) DESIGN PRESSURE RATINGS INDICATED ON SMEF7S 25 A 26.
<br />IN ORDER TO VERIFY iW1T COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED A .1311 INCREASE
<br />IN ALLOWABLE STRESS
<br />FDL OR WIND LOADS WAS BUSED IN THEIR A14N.Y5IS FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH NO S. Z015.
<br />STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BUM VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY..4C. REPORT IT 2032. A3 PROTOCOLS TAS-201.
<br />TAS-202 AND TAS-203
<br />2 THIS SYSTEM TAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING A.:CESSWG THE OPENING FROM THE
<br />NSIDE W/o THE USE OF A LADDER OR LIFT HEN THIS APPICATION IS VALID WINSTALLAVON IS INTENDED TO BE PERFORMED
<br />FROM T14F INSIDE Of STRUCTURE.
<br />3. SERIES 1D00 INSTAL
<br />LATON IS IWPIJGIBLE 10 SINGLI AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 RE.OVIRED t0 BE
<br />PERFORMED FROM ME INSIDE Or STRUCTURE.
<br />4. SERIES 7DO1 INSIMN .LATOIS APPLICABLE. TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SIAIFRS STYLE WINDOWS WHEN
<br />INST TI N IS T Y THE
<br />INSIDE
<br />l i AW 0 REWIRED 0 BL PERTOR QI FROM NE NS DE O STRUCTURE.
<br />h. AIL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND -ENTER (UNLESS OTHERWISE NOTED)
<br />6. Al ALUMINUM SHEET -FIRE USED AT CLOSIURES SHALL INVE 3tOS-H14 pLLDY.
<br />7. ALL STEEL SHEET METAL PANELS Si HAVE STRUCTURAL OUAL1'IV STEEL, ASTM A-653 01411 50 Min, GALVANIZED STEEL
<br />DESIGNATION W/Fy- SB.5 "' (AFTER ROLLED).
<br />8. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON
<br />waste W/ 50 VA REED STRENGTH AND 90 ti. TENSILE STRENGTH A SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.33.4
<br />9. BOLTS TO BE ASIM A-307 GALVANIZED STEEL, OR MI 304 SERIES STAINLESS STEEL, WITH 36 ke, MINIMUM HEIR STRENGTH
<br />10. ANCHORS TO WALL SMALL BE AS FOLLOWS'
<br />(AI I1)_tX1.;LNG.. k➢uRLILGOtiLR[TL
<br />1/4'e TAPCON ANCHORS AS MANUFACTURED ITT ITW. - EIMOE%. INC (MIN C ,31/2 pLl)
<br />1/4' 0 X 7/6" CALK IN ANCHORS. AS MANUFACTURED BY DEWALT INC (MIN. 1*c-3000 p.AQ
<br />014-10 PANELMATE FEMALE ID A PANU-MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS
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<br />P . F-33S0 I )
<br />A.
<br />MINIMUM EMBEDMENT O 1'APCON ANCHOR$ INTO POURED CONCRETE SHALL BE 1 3/4• AND 2• FOR PANFLLATE
<br />FEMALE 10 A PANEEMATE PLUS.
<br />A)) MINIMUM EMBEDMENT OF 1/660 X 7/3' CALK -IN ANCHORS SMALL BE IS 7/11 INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED
<br />t/4• . .20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOlIC4(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4'
<br />INTO ANCHORS.
<br />A.3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND ON 'HE EXISTING WALL OR
<br />FLOOR. ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SNAi
<br />BE AS LE.NTIMID IN A1) AND IN A.2).
<br />(B) TD-IlilliL�i..LexCiE6L' - G E E- [ C E.HL2.t...B6u
<br />1/4-0 TAPCON ANCHORS AS MANUFACTURED BY ITW, BIALDFX. INC
<br />1/A' P X 7/9UL ' CA - IN ANCHORS, AS MANUFACTURED BY DEWALT INL: (V' ISM pA I,)
<br />I14-I0 PANELMATE FEAALE 10 AND PANILMATE PLUS AN(:HORS. AS MANUFACTURED BY UCO CONSTRUCTION
<br />PRODUCTS (I'm-2071 psi)
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<br />8.2) MINIMUM EINEIMME FIT OF 1/4-0 X 7/8• CAL)i ANCHORS SMALL BE 15 7/8- INTO CONCRETE.
<br />NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />1/4• 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG CHOUGH(SHOUID ANY FINISH MATERIAL EXIST) TO
<br />ENGAGE 3/4' INTO ANCHORS.
<br />8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WILL.,
<br />ANCHORS S14ALL BE LONG ENOUGH TO REACH 'HE MAN STRUCTURE BEHIND SU ICH PANELS. ANC/ORM,e
<br />SHALL BE AS MENTIONED IN 9,1) AND IN 9.2).
<br />(C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Of THE ANCHOR'S
<br />MANUFACTURER.
<br />17 R SHALL BE THE RESPONSIBILITY Or 'HE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />r5 TO BE ATTACHED 10 INSURE PROPER ANCHORAGE THIS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />OR WOOD FIR
<br />Ai
<br />ABUILDINGS
<br />12. THE 0MALUTION CONTRACTOR 15 TO SEAL/CAULK NA SHUTTER COMPONENT EDGES wHXN REMAIN N CONTINUOUS
<br />CONTACT WITH ME BULDING 10 PREVENT WND/RAN INTRUSION CAUIK AND SEA. SHUTTER TRACKS ALL AROUND FULL
<br />LENGTH
<br />13 STORM PANEL INSTALLATION SMALL COMPLY WAIN SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />REGULA IONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10.
<br />14. ATRIUM WINDOWS AND DOORS. INC. E - 2 HANG STORM PANEL SYSTEM- IS PATENT PENDING
<br />15 (a) IMS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARFO BY THIS ENGINEER LS GENERIC ANO DOES NOT PRDNOC
<br />INFORMATION FOR A SITE SPECIFIC PROJECT: I. WHERE THE SITE CONDITIONS DEAAIE FROM THE PLO
<br />(bJ f.OHTACTOR TO BE NESPOHSIBLE rOR THE SLLECYION, PURCINSF AND INSTALUION INCLUDING LRi SAFETY OF
<br />THIS PRODUCT BASED ON THIS P E.O. PROVIDED HIE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />THIS DOCUMENT CONSTRUCTION SATIETY AT SLIT IS THE CONTRACTOR'S RESPONSIBi_"T
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED.
<br />(4) SITE SPEC" PROJECTS SMALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AICNITECT WHICH WILL
<br />BECOME THE ENGINEER Of RECORD (E.OR.) FOR THE PROJECT MU WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE PE D. ENGINEER OF RECORD. ACTING AS A DE LEGATED ENGINEER TO THE P.E Et. FTIMNEE.R, SWELL
<br />SURMII TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REV"
<br />(e) THIS PED. SHALL BEAR THE DATE AND ORIGINAL SEAL Apo SIGNATURE Or THE PROFFSSIONAL ENGINEER Or
<br />RECORD THAT PREPARED IT
<br />'6 STORM PMEI MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />ACCORDANCE WITH SECTION 17099.3 OF FLORIDA BUILDING CODE ONE LABEL SWLL BE PLACED FOR EVERY OPENING
<br />LABELING to COMPLY WITH SECTION 17094.2 Of THE FLORIDA BUILDING CODE
<br />A:.Ni;( "
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<br />No. 44167 £
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<br />SH 1.2
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