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<br />ANCHORS (SEE SECTIONS ON SHEETS 17, IS. 19 at 20)----_-_ __ _ . __...-.-__.__-.:
<br />9EI19N ,2 FQR LIFE SAFETY STQRM EA ELCD ELEVATION
<br />SCALE 3/1G.-I. f/•• LMX 9"P.
<br />SECTION A -A
<br />SCALE 3/16"•1"
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE
<br />Mc., PANEL LENGTH
<br />i (I,,j
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (P.s.f.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDRWN
<br />+55,0, -72.0
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<br />SCALE 3fe-1" SDA:.E: aje'=r rxy1A
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<br />1NSTALWTOONS ANurrTcDn
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<br />UP m +35,s. 72.¢ PBF A9? PANEL'S LENGTH UP TO a e . .. F1O, � 1 � � amw rvma, aNa : 20 GAGE GALVANIZED STEEL STORM PANEL
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<br />PIKE MD_ 2. W/ S0E01PIC DENSITY OF 0.55 OR EOLML
<br />�•. SSE I�VT ��: G4it8AL PROTECTION PRODUCTS.
<br />COMPONENTS _
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<br />EDGE INURE SIT MINIMUM MAIL i
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<br />DETAILS FOR, OPTION
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<br />44187
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<br />2D GAGE GALVANIZED STEEL STORM PANEL
<br />MAIN
<br />1, INSTALLATIONS ARE ONLY VAUD FOR BLNUW40S WITH AS.0. DESIGN -WADS
<br />UP TO 455.5. -72.0 PSF AND PANEL`S LEWIN UP TO W-B".
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS W BE SOIRNERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.65 OR EQUAL
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<br />SEE 3ECTiG"S ON 371EET 28 NREMDR
<br />3 .�OR©w/OA W/ LIST PATEL TO !# RiSTA3iPw AT FACN
<br />• PANEL
<br />UdT TO INSTALLED At (REDS OPAN H ALwAY3 = PAOVOED W/
<br />OPORNG ALWAYS RI NROYA® Wf AFAR HM"aE 1t7 FAISUTATE PkSfALiAiWAI
<br />EUNGON FOR 02090
<br />W"SFROM CNt _ N.40E1N1 OF StTKtCUR€AAilED FROM
<br />AFAR HANDLE 70 E INSTALLED
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<br />(1), DEFINITION DF SERIES. IMO: E - Z HANG STORM PANEL. SYSTEM CONSISTING OF PANEL +
<br />f nL TRACKS AT TOP & PANELMATE PLUS OR 15' LONG
<br />(1), ;2UEI�gILQE SEBI13 an00;'E - 2 HANG STORM PANEL SY5 EM CONSISTING OF PANEL - C?}AT Elartem W/ PANT03MTES,
<br />Cool. iti4CKS 70P & (TOTTON. (2), END PANELS SHALL. ALWAYS BE CONNECTED TO Exl 321.E WALL RY MEANS OF
<br />(2). ,E(ND PANELS $MALL ALWAYS BE OCR NECTED TO B?TTOAt TRACK OTHERWISE A STOP BAR PANELMA1f5 DR YF USED �[NRY Wf 15" LQNO TRAGIC AT BOTTEI4, END PANELS
<br />(�BVj SMLL BE PROVIDED AT TOP 4F TUC}# PANEL^r. SHALL. BE
<br />UT CONNECTED ?0 C29 W/ 1 }.nS-2owi/;� W// 7 Ij3g7'
<br />WING Mtn OR 1/4",b-20x3 Mln. 'FH INTO TAPPED 1.(fXCEPT AS
<br />(.t).. IF,END PARE LS ARE CONNfCtfD TO 00T'ROB TWIcK. CDNNEttWN SHOD. CONSIST' OF DESCRIBED ON NOTE (3) FLOW) .
<br />t/4"A-2Ax3 4" M.S. w 7 PX3/32" WtNt7 0R 1/4"aA,S 4" Mtn. 'THUMBSCREW 3 FOR. CAM WHEN END PANELS ARE 1J5E .IOINRY W/ TST TONG fal At
<br />/ {) Si
<br />INTO TAPPED BO OK•' f NT',NLTS MAY 8E AT EITHER Of 7W0 -
<br />7 F END BU1 ENOOPANELS ARE NOT GCNNECTEB TD BDTFOI TRACK STOP
<br />AN .BOTTOM BAR
<br />EICTERNR FEAT TINNOES OF END PANEL
<br />PANEL,
<br />lX SFMtI BE PROVIDED AT TOP OF Still PANELS.
<br />(4�. IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRA84 (im. A STOP BAR (4)• FOR INSTALLATIONS WHEN END PANELS AND SOW INTERIOR PANELS ARE DIRECTLY
<br />13 ONLY USED AT TOP} AT l[i15T TWIT PAA#i5 SHALT BE CONNECTED TO EDITION TRACK MOUNTED TO EXISTING SILL WALL MEANS 1JF PANELMATES, OCHE INTERIOR PANEL
<br />USING SPECS INDICITID DN NOTE (3) ABOVE. rN SUCH LASE. CONNECTION PANELS MAY BE USED J0/1ALY W/ TRACK AT BOTTOM ATiACHRM, 80T70M TRACK TO WALL
<br />70 BOTTOM TRACK MAY OCCUR AT ALA' PANEL LDCATNONN. W/ TWO PANEIAIATES FOLLQWIANG SHOWN ON ELEVATION AND W lllyyy,,3 i 2"
<br />(5). SEE SECTION 1'. 3' 8 4' ON Si'�I 24 SEE ANCHOR SCHEDULE ON 54M 25, Nin, EDGE DISTANCE. FOR THIS CAS INtFJII{XC PANEL USEQ
<br />JOmLTLY
<br />W{iIl1Tf Fj
<br />NEED TO BE CONNECTEDEFT a 9DE of((IIRR]]iiEERSSSR1iitQ4WW�SSiitNWWWVR.....JJLLll__PANEL) WHEN
<br />NiUC
<br />THAT PA a i PANELS E LOT
<br />�aa f�
<br />FLORIDA BUILDING CODE h Yalaa . IFurFieaMa ;ona)
<br />£ No. 4 167 .• = aa70 TAA:= a7G 20 GALE GALVANIZED STEEL STORM PANELGROW
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<br />INSTALLATION DETAILS FQR QPTION?FUR LIFE R STORM PANEL S1�TE
<br />INTO EXISTING 299RED QQNCRETE OR CONCRETE BLOCK STRUCTURES
<br />__4*tAPCON ANCHORS _ia"4` TAPCON ANCHORS
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<br />POURED CUNCRETE - POURED CONCRETE _
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<br />SECTION 5A
<br />O RE4I,JLAISR PANEL
<br />SCALE 31B'.-1*
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<br />EDGE DISTANCE ARE 011"YLA ON TINS
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<br />3
<br />ACRER FA OW
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<br />OPERATION TO BE Pt% REDUCED
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<br />SMNa4 SWI1'AI EO USING FACTOR"ALL AMBE LESSTHAN MINIMUMSPACINRNOiCAiEOFOR EM.NA+*M TYPE-L7N TIC SCHEDULE
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<br />O tin SAF4`TY PANEL
<br />SC/SE 318'-1*
<br />CF19Q & ICIEST VALID E-7 HAMI c_'rnt'aM .. PANED_ ¢ts V
<br />1, E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALLMTION DOCUMENT (P.EO.} HAS BEEN VERIFIED FOR COMPLIANCE IN EA) MINIMUM EMBEDMENT OF TAPCON MINORS AND PANELMATE FEMALE 10 & PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th ED") Or THE FLORIDA SUIWTNG CODE. BLOCK SHALL BE 1 1/4'
<br />DESIGN WIND. LLOAD$ SHALL BE DETERMINED AS PER SECTION 18200F' THE DROVE MET.TIOFNED CODE, 0.2) MINIMUM EMBEDMENT DF 1/4i" X 7/0' CALK -IN ANCHORS SHALL K rS 7/e- INTO CONCRETE -
<br />FOR IN T FOR WIND SPEED AS REQUIRED B'F HE JURISDICIIDN WHERE THESE SHUTTERS WILL E£ NSTALLEO AND NO EMBEDMENT MO ANY FINISH MATERIA.. SHALL BE PERMITTED.
<br />FOR A DIRECTIONA R Y FACTOR Kd-D.85. UIRND AWE 7-10 AR SwUA:i. NOT EXCEED THE IMUM (A.5:0.)
<br />1/4' 9-20 SS SIDEWALK 90tTS USED SFNLt BE LONG V-POLI.TN(SHOULD ANY FINISH MATERRJ: 'EXIST). TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHE£TS 25 8E, R Rf k ENGAGE 3/ 4* s"
<br />NTQ ANCHORS..
<br />IN ORDER TO VERIFY C TT - 'VERI THE Af10NE 4N011IDN. ULTIMATE DESIGN WINO LCtADS DETERMINED PER 7-T6
<br />SHALE. BE FIRST REDUCED TO A.S.D. D 8Y '17P TN I
<br />WIND L(1AD8.., N ORDER TO B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS FOUND ON EXERTING
<br />COMPARE THESE DESIN
<br />RATINGS ICIKI O S ET
<br />TO C LSE 1Y/ MAX,MAJf f/I,S,D) oE516 PRESSURE RA. NGS INDICATED ON SHEETS 23 R 28. ANCHORS SHALL BE LONG:ENOUOM TO REACH THE MAIN STRUCTURE �HNNf3 Skli3N PANELS, ANCHORAGE
<br />TU SUCH ANCA
<br />SHUT BE AS. AORKNED IN B:1) AND IN 8,2),
<br />IN ORDER TO VERIFY WERE NOT OVER STRESSED, HA -A 331E INCREASE
<br />AND ANCHORS ON THIS p.ANA
<br />FOR WIND LEADS ANALYSIS, , FAST
<br />IN ALLOW STRESS f'ORWIN L W 1 ABLE R D DADS A5 USED IN THEIR ANALYSIS. FASTENERS SPACING TO - HAS NU wQDD BEEN
<br />DETERMINED IN N 1 . C ERM ACCORDANCE WITH .0 S Ztl 5. ANCHORS 8E INSTAL tF0
<br />( 5NRALC FOLLfTNTNG ALL 0f THE RECOMMENDATIONS_ -T AND SPECIFICATIONS 4F , 'S
<br />THE ANCHOR
<br />MANUFACTURER.
<br />PANEL'S F 1 5lORTA ANEL ADEOUALY FYN't IMPACT AND FATIGUE RESISTANCE (AS BEEN VERIFIED IN AC N 5 ACCORDANCE WITH SECTION T62 OF
<br />It R THE ABOVE MENTIONED CODE +l5 R N T INC.HALL BE 7H£ RESPONSIBILITY FENESTRATION TESTING LABORATORY, NC. REPORT / 2032, AS PROTOCOLS TAS-2O i, RESPi3NSIBRIT'F OF NINE CONTRACTOR 70 VERIFY THE SOUNDNESS OFA TyC STRUCTURE WHERE SHUTTER
<br />LS ATT TAS-202 AND TAS-203• TO BE MidED TO iNSUFFE PROPER JUIC. .. THIS Y NORPDE. SHUTTER StUN.l ONLY ATTACH 10 O � ATTACHED CONCRETE, FLOCK
<br />2 THIS SYSTEM HAS BEEN DESIGNER 7$ BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING 'nE OPENING FROM THE OR WOOD FRAME BUILURICS.
<br />INSIDE W/O THE USE OF A LADDER OR LIFT, THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED to BE PERFORMED 12, THE INSTALLATION CONTRACTOR 1S TO SEAL/CAULK ALL SHUTTER COMPONENT EOGES W?" REMAIN IN CONTINUOUS
<br />SH FROM E INSIDE OF STRUCTURE- CONTACT WITH THE BLPLDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />LENGTH
<br />3, SERIES }D00 R6TALIATIOP" IS APPLICABLE TO TANGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION $ 1EQUI{ED f0 BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE, 13- STORM PANEL RSTALAMON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDINC AND ZONING.
<br />4. SERIES 2000 INSTAL,LATWN IS APPLICABLE 1U SINGLE AND DOUBLE HUNG AND HORIZONTAL SLtDxJiS STYLE W1NQ4WS WHEN REGULATIONS PROVIDED BYY THE VLAR51)iCTIOW WHERE PERMIT t5 APPLIED T0.
<br />INSTALLATION 6 REQUtREQ TD BE P£RFL,RNIED FROM NNE INSIDE OF STRUCTURE. 14. A77RUM WINDOWS AND DOORS, ITC. E - 2 HANG STORM PANEL SYSTEM' IS PATENT PENNING,
<br />5, ALL ALUMINUM -T Y 15 AL NU EXTR SIGNS TO BE & 3 B ALLOY MP (UNLESS N �, a THIS V O8 -MID TEMPER, TES OTHERWISE .OLEO (. PRDpLiGT EVAI.W71pN ODCUMENT P:E.D. PREPARED BY THIS ENGINEER
<br />( ) ) ENGINEER IS GENERIC AND � N P ER DOES NOT RDwnI:
<br />INFORMATION FOR A IT SPECIFIC
<br />SITE 5PE F!C PR ECT•' I. , WHERE 7N1 a WHER E SITE CONDITIONS DfYN!"TE FROM THE P.E,D-
<br />8. ALL ALUMINUM SHEET MEDAL USED AT CL4SSIRFS SHALL HAVE 3505-H14 ALLOY. a CONTRACTOR TO RESPONSIBLE fOR ll P () LE THE AND LIFEM SAFETY OF
<br />,
<br />DOES5'N.
<br />FROM HE COINS
<br />7. lNJ. STfEi. SHEET METAL PANELS SHELL TMyE STRUCTURAL QUALITY STEEL• ASTM A-653 GRADE 50 MiP„ ':A-VANYiED STEEL THIS PRODUCT (EASED 6N YVg3 PE,O. PROVIDED NE/SITE DOES NOT DEYM7i FTK}M. THE CQNDITtON9 QETAdLEO ON
<br />IDED HS DEVIATE
<br />DESIGNATION W' - SILS NiYY THIS
<br />AFTER ROLLED). 5 DOCUMENT'- CONSTRUCTION SAFETY AT - nE t5 /1Y ( 5 THE COMi'RAL"TGR'S ) RESPD UTY.
<br />t, t
<br />B. ALL SCR O BE STAINLESS 4 t6 c SCREWS NLEf.S STEEL 30 DR } A5. SERIES OR FARRD57 RESISTANT COATED N P N THIS PRODUCT fVAWA'R1LNY DOCUMENT W1 I ON CRITIC STEEL AS PER DI t WILL 9i 1MVAU0 IF FIED,
<br />) CONSIDERED MODI
<br />50018 W ltsi R ENI N 9 i 5 I-FLORIDA.
<br />Q YIELD STR GT ANTI 0 � ENS CE SRiEPIGI'H k SHALL COMPLY W FLOP BUILDING 24 S.:3.4 / r L LACE SECTION 1 3
<br />(d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGo151ER1iD ENGINEER OR .ARCHITECT WHICH WILL.
<br />B, BOLTS TO BE ASTM A-3(17 GAL 2 I ECOME Tt VAR ED STT'E3., DR At5 304 SERIES STAINLESS STEEL. WITH 36 k" N MINIMUM B II1pN131N OF R 0 R t UM YIELD STRENGTH ECORO (E R.) F TH£ PROJECT AND WHO WILL RESPONSIBLE FOR THE PROPER
<br />USf GF• TH'c P_E,O. ENOINfER tlF' RECCORD. ACTING AS A DELEGATED ENGINEER To THE Pl_o. ENGINEER, SIiM1
<br />10. ANCHORS 10 WALL SHAU. BE AS FOLLOWS' SUBMIT TO THIS tArCR THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) TO EXWIN a POURED rC,••;L•R •
<br />(a) TH S P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF 'THE PROFESSIONAL ENGINEER OF
<br />- 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY IT.W. BUILDEX. INC. (MIN. r.-3192 P.wij RECORD THAT PREPARED IT
<br />1/4` 0 K 7/3• CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. 1'a-3000 P•£I-) tB. STORM PANEL fAANUFACTL9TER'S LABEL SHALL BE LOCATED ON A READILY VL9�E LOG110N AT STORM PANEL IN
<br />- a14-10 PANELMATE FEMALE fD h PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONt5TRUf:nDN PRODUCTS. 10-
<br />Fa- ( WITH SECTION 17095,3 OF FLORIDA BUILDING CODE, ONE LABEL SMALL BE PLACED FOR EVERY OPENING.
<br />33SQ )
<br />p .A.N. LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA tRl10.pNG CODE
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PANELMATE
<br />FEMALE ID & PANELMATE PLUS,
<br />A2) MINIMUM EMBETIMEIIT OF 1/4'0 X 7/8' CALK -.IN ANCHORS SHALL BE IS 7/5' INTO CONCRETE, NO EMBEDMENT INTO
<br />ANY KNISH MATERIAL SHALL BE PERMITTED.
<br />1/4• 0-20 SS SIDEWALK BOLTS USED SNAIL BE LONG ENOUGH(SHOULD ANY FINSH MATERIAL. EXIST) TO ENGAGE 3/1"
<br />-•� krrif" k
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