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<br />WALL MOUNTING INSTALLATION WALL M ALLOON
<br />ALTERNATIVE SAW '11%.."Otu#ii,lo",F�
<br />& REGULAR PANIEL ,tJF T ALTERNATIVE 8BW
<br />, ,;�� N'...Ijj,ps, 0 LIFE SAFM PANE
<br />SCALE 3/e'.I- 1A "" 1
<br />SCALE 318*-I"
<br />, _` EN '�'j 1� ,
<br />v\c se _gg FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
<br />KQIM f/e. " I .01 XMIC4. II IF
<br />* 1 20 GAGE GALVANIZED STEEL STORM PANEL
<br />I mvA,%A;XNf5 ARE: oNLY VALID FOR aulo#;�, FIFTH &so DESIGN LOADS = -:, , :,_--. __ ..--T!-1- -
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<br />UP TO 15-15. -
<br />20 PST MO PANIEL'S LENGTH UP ID 8'-13' . * � � * - I . - I . ' - w/m/poi
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<br />ULWWRS TO HE POW14FIT4 I e. , 11LIECOm. NFAT 16. 51 �"W --- -
<br />W/ SPECIFIC DIFINSITY Of 0 55 OR EQUILL �.%--. tuft ftuvid III bw.tf*m ccwo,.� PINT NO 2. " OR\,DW-A ..-;
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<br />BE LOCATED - - - IT- ---.. - - -4 vERNATC LOCATION
<br />I , - ---.--- - - __ ----�--tc.nw . THAI, 25; TOT, WOOK, ICIAD, --,. , :1,1MOR 1 1/2 I FIT? . I EW PANELS)
<br />SET se"'OHR OFF P.Er 26 __ PANELS _.__ ,V _ _
<br />=DTZ/
<br />NEAR .ARDE ?a FACATITAW . I
<br />MT. � 3 (D w OFF/ OR I (D - = ALIFFM K PROVIDED
<br />&� ' LAST PANEI. O) TO RE kIVATALET At EACH I C ENFK""�q) TO WE INSTALLED
<br />EACH
<br />TYPICAL ELEVATION FOR REAR'HINTIOLF TG&r_AC`PFTAWTE,""M"o .9 TYPICAL ELEVATION FOR SERIES 1000 F WITIENDED 10 K INSITACIII, -
<br />EN" SHALL
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<br />1 INTE14ED TO BE INIVAU "'=X"' -S" 01 STITUCIURE I
<br />9)11�&I INSIDE OF 11"l-ICIFURE
<br />(i) SYSTEM I
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<br />SLOM :A; SECTION B- At END
<br />wM WALL VU- - I -
<br />NOTES (1) DEEftDjjo_QL_Uft.',=. E - 2 HANG STORM
<br />Of PANEL .
<br />TRACKS AT TOP IT PANCIMAIE PLUS Oil W LONG
<br />(1) Off"TIO-R.Of SLMSIQOQ E - 7 HANG STORY PANEL SYSTEM F'.ONS45T,NG Of PANEL - (ir, "
<br />W/ PANCUMATES
<br />Cant TRACKS TOP At BOTTOM (2) ET PANELS SHALT ALWAYS BE CONINT"' �NTG SIUL WALL BY MEANS Of
<br />END PANELS
<br />W/ ,/..._jGFLT/ 7V(P2.
<br />p FUTI vHLTM&5CRIW`iNTOS
<br />�EO K,EPI AS
<br />,
<br />0 NALL RE PROVIDED AT V�TP OF SUCH PARIFL�, SHALL RE CO&C'En I "
<br />ffiNr NUT 1
<br />(3) IF END PANELS ARE CONNECTED TO EPTITOM TRACK
<br />""M
<br />1/4
<br />INTO 7APKI) BOTTOM CIF LOCATION OF FASTENERS MAY Of A? EITHER OF TWO (3) FOR CASES WHEN END
<br />ARE USE jCINTLv
<br />EI(ICRIOR FLAT FLANGES OF END PANEL BUT END PANELS ARE NOT
<br />am
<br />T,F
<br />L BE PROVIDED AT TOP OF SUCH PANELS
<br />(4;,
<br />tS
<br />INSTALLATIONS V64EN END PANELS MO SOME INTERIOR PANELS ARE DIRECTLY
<br />KUL To
<br />TAK. MOUNTED TO FXt!DR4G SA" WALL Xrl III
<br />LOSING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCII CAST. CONNECTION OF PANELS T,1.-.ANCI- 16 ONFE -- -11
<br />to FIAT BE USED JOINTLY Wl TRACK
<br />TRACK TO YNALL
<br />BOTTOM TRACK FAII 01-CUR At ANY PANEL LOCATION W FOLLOWING PC ShO" Off ELEVAPON AND W/ A_3 1/2"
<br />�
<br />Sri 3 5 gt� TWO PANfULLATES
<br />SEnTION V, & 4 ON NEXT 24 SEE ANCHOR SCHEDULE ON SI,EE1 25 EDGE DISTANCE FOR THIS
<br />I I E I '=Iq := U.S'CK'T' ' .Zlf' 11elf",ji NOT N TO To BE C0.1111 I�Tl ,x T
<br />ALLED
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<br />It 4 V , , IT
<br />'<�, A. It/ � A SUCH TLAT ADJACENT PANELS (6 If LEFT & PONT SIDE OF TERIOR PANT71) HAVE
<br />d", ......... /;*4k. THEIR GVERLAPS RETAINED OV '?
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<br />I . ,\cENs I" � FLORIDA BUILDING CODE (High Velocity Hur Cang, Zone)
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<br />IF . .xm ntnw. IRC_
<br />- : No, 4 i 67 `.. 1 20 GAGE GALVANIZED STEEL STORM PANEL 1.
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<br />E-2 HANG STORY PANEL E-Z HANG STORY .AIRS)
<br />PANEL SYSTEM CONSIS71N0
<br />BOTTOM
<br />(2) 6NOSIINULS SHALL AIWAYS RE CONNECTED TO BOTTOM IRACtK OT,,EFWSE A STOP BAR TFAIIIII-MAT11 0 11 ,15E1.1 111.1 YT/ IFIL."FIG" TRACK AT BOTTOM,
<br />TAP
<br />, CONTI SLAU CONSIST OF DESCRIBCD UN NUTS ( OR )
<br />'6_ 20.314' MIS %7/8 Tni WING NUT OR 1/4*11TY3/4' Yin 'I-UIABSCRr* %01145 LONG
<br />IRA&T At
<br />PANELS
<br />CONNECTED TO OM TRACK STOP
<br />7 IN CASE THAT END PANELS ARE NOT CONNECTED To BOTTOM i (— A Slop BAR ON
<br />ONLY USED AT top) Al LEAST TWO PANELS 5 Or CONNECTED
<br />BOTTOM
<br />BOTTOM
<br />. ATTAON�N BOTTOM
<br />(S)
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />4' 7APCON ANC.M
<br />IT ii o.c gi r O T:
<br />TIOU D CONCRETE
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<br />114- 10-00 PANEUMADE PLUS W/ , .j I MATI 110' IN/
<br />7/5'0 ;�)/32 ' IRING NUT WASi FUND HIn "I"SHEIR
<br />POURED cowRrTE
<br />DR CONCRETE BLOCK OR cow-Ft7r Iti
<br />REWIRED REWIRED
<br />WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATIQIN
<br />SECTION SA SECTION 52
<br />0 LIFE SAFM PANEL
<br />SCALE 3/8--
<br />- L.0 ..... L ....... "Ali SCALE 3/a*-I'
<br />LIFE SAFETY STORM PANEL SYSTEM
<br />tAPCON ANCIFERS 1:
<br />POURED
<br />CONCRETE
<br />•
<br />E.
<br />POURED CONCRETE
<br />1
<br />fix ow IT a 20 " Cn0ft NINE A,/... I
<br />- I �
<br />SPACING
<br />INTO WOOD ._________.__
<br />nvAIE Kk"c - Awmm aWme, (.)-.
<br />AW-00 111F.Cfe" AND MINIMUM _;�;._;Z_� -W-F - -) - ---i- i
<br />MGT DESTAINCIF AM FIFFOICAIM hes, ;i ... I
<br />SCHEDULE FOR
<br />_" .;---(.) i F - -, I
<br />SCHEOULIE REDUCK WCI" SPACING v
<br />vULTIFL VACLY: $.a..
<br />SCHCOUN, APJL La am ----ncm
<br />NY THE Ml~ FACTORS FOR NK I ". - .
<br />OPLIFLATION, TO K POSSIBLE. FIDLPUO
<br />PAC" ocrAm US" FACTOR SHN.J. NOT I '/r .
<br />THAV FINTRUFF SANI INDICATED
<br />Mo EACH
<br />TYPE - 1-6 SC.CDJUE 1. I I 'Co
<br />,i,
<br />FOR AISTAWIpNS
<br />YNWW
<br />ED. Ills THAN FIFIFICATIVID ON Per,.,
<br />ON
<br />-
<br />K
<br />ANCHOR
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<br />se, - -�4
<br />: : OM No.44167 ." ...
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<br />IS
<br />I E-1 HANG STORM POVIRIL
<br />FANELMAIE FEMALE 10 & PATIELLATIE PLUS INTO CONCRETE
<br />ACCORDANCE WI
<br />I I /,.
<br />OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS
<br />RE IS I/M_ INTO CONCRETE
<br />FOR A WIND SPEED AS REQUIRED BY TILL JURISDICTION WHERE THESE SNLMERS WILL RE INSTALLED MO NO FMKDMINI INTO AM FINISH MATERIAL SHALL Of. PLITMITTI'D
<br />FOR A DIRIECTIONALPTY
<br />Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It)
<br />DESIGN PIRMURF RAT049S INDICATED ON
<br />25 k 26. ENGAGE 3/4' IN70 ANCHORS,
<br />IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND
<br />BE FOUND ON THE EX15nNG WALT.
<br />To COMPARE THESE IN/
<br />INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI:
<br />SHALL BE A
<br />MMONED IN 8 1) AND FIT 11,2l,
<br />IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON
<br />31 INCRIA9
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS
<br />10 WOOD HAS BEEN
<br />.
<br />STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF
<br />TXS-702 AND TAS-203 IS TO BE
<br />BLOCK
<br />2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM
<br />WOOD FRAME BUILDINGS
<br />INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR
<br />REMAIN IN CONTINUOUS
<br />FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA
<br />AROUND 'U'L
<br />LENGTH
<br />3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST.
<br />PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG
<br />REGUILATION15. PROVIDED By 44f "77
<br />N wNcRE PERMIT IS APPLIED to
<br />K ."ITS
<br />INSTALLATION IS REQUIRED TO
<br />PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID
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<br />NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR:
<br />INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D
<br />5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY
<br />Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING
<br />SAFETY Or
<br />GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />M IGNAIKIN W/Fy-
<br />At SITE IS THE CONTRACTOR'S RESPONTS4ei
<br />0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED
<br />50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL
<br />13 34
<br />(d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU
<br />WHICH WILL
<br />STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER
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<br />DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF
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<br />- 1/4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED
<br />IN
<br />1 014 10 PANfIMATr NEMAUE I'D A
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<br />3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE
<br />At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE
<br />FEMALE 10 AT PANTILMATE PLUS
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<br />114 THE 2020 (71h EDITION) Of THE rLui BUILDING CODE BLOCK SHALL BE
<br />SHALL
<br />FACTOR
<br />SHEETS
<br />LOADS DETERMINED PER ASCE !-IS
<br />SHALL BE FIRST REDUCED TO ASE. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER 'o 93) IN TASTE IPAT PRECAST STONE OR PRECAST CONCRETE PANICS
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<br />THIS TIED AS TESTED WERE NOT OVER SIRNESSED, A 3
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<br />THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER
<br />ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE,
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<br />IN!- AJ
<br />110
<br />70
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<br />BE
<br />All ALUMINUM EXTRUSIO
<br />LIFE
<br />T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT,
<br />7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY
<br />COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat
<br />BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT
<br />Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD
<br />P.E.D. F PIONEER OF RECORD ACTING A$ A DELEGATED ENGINEER IC THE PE.1 ENGINEER,
<br />UTTER
<br />;: POI _ G"REEE (ff) THIS FED. 51CAL, BEAR THE
<br />BY DIWAIT INC (MIN fc.3000 p,s I .1 STORM PANE' MANUFACTURER'S LMML SHALL BE LOCATED ON A NEWLY V154RIC LOCATION AT S'Ofow PANEL
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<br />SNAIL Of IS 7/6" INTO CONCITIM NO (4ETCIMER17 INTO
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<br />WALL MOUNTING INSTALLATION MNG INSTALLATION WALL 11,110ff�LLATIQN RafflAILATHM
<br />SECTION SECTION 38
<br />0 REGULAR PANEL a LIFE SAFETY PANEL 9 REGULAR PANEL 0 LIFE SAFETY PANEL
<br />SCALE 3/8--l' SCALE 3/8'-, - SCALE 310'.1" SCALE 3/8*.,'
<br />OPTION
<br />CONCRETE OR CONCRETE BLO
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<br />CONCRETE
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<br />FOR EACH FIRCHOR TYPIT OFF THIS S. Ir "
<br />THAN
<br />off CODE
<br />barr
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR
<br />INTO EXIS NG WOOD STRUCTURES
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<br />BE LOCATED - - - IT- ---.. - - -4 vERNATC LOCATION
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<br />=DTZ/
<br />NEAR .ARDE ?a FACATITAW . I
<br />MT. � 3 (D w OFF/ OR I (D - = ALIFFM K PROVIDED
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<br />EACH
<br />TYPICAL ELEVATION FOR REAR'HINTIOLF TG&r_AC`PFTAWTE,""M"o .9 TYPICAL ELEVATION FOR SERIES 1000 F WITIENDED 10 K INSITACIII, -
<br />EN" SHALL
<br />�
<br />1 INTE14ED TO BE INIVAU "'=X"' -S" 01 STITUCIURE I
<br />9)11�&I INSIDE OF 11"l-ICIFURE
<br />(i) SYSTEM I
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<br />SLOM :A; SECTION B- At END
<br />wM WALL VU- - I -
<br />NOTES (1) DEEftDjjo_QL_Uft.',=. E - 2 HANG STORM
<br />Of PANEL .
<br />TRACKS AT TOP IT PANCIMAIE PLUS Oil W LONG
<br />(1) Off"TIO-R.Of SLMSIQOQ E - 7 HANG STORY PANEL SYSTEM F'.ONS45T,NG Of PANEL - (ir, "
<br />W/ PANCUMATES
<br />Cant TRACKS TOP At BOTTOM (2) ET PANELS SHALT ALWAYS BE CONINT"' �NTG SIUL WALL BY MEANS Of
<br />END PANELS
<br />W/ ,/..._jGFLT/ 7V(P2.
<br />p FUTI vHLTM&5CRIW`iNTOS
<br />�EO K,EPI AS
<br />,
<br />0 NALL RE PROVIDED AT V�TP OF SUCH PARIFL�, SHALL RE CO&C'En I "
<br />ffiNr NUT 1
<br />(3) IF END PANELS ARE CONNECTED TO EPTITOM TRACK
<br />""M
<br />1/4
<br />INTO 7APKI) BOTTOM CIF LOCATION OF FASTENERS MAY Of A? EITHER OF TWO (3) FOR CASES WHEN END
<br />ARE USE jCINTLv
<br />EI(ICRIOR FLAT FLANGES OF END PANEL BUT END PANELS ARE NOT
<br />am
<br />T,F
<br />L BE PROVIDED AT TOP OF SUCH PANELS
<br />(4;,
<br />tS
<br />INSTALLATIONS V64EN END PANELS MO SOME INTERIOR PANELS ARE DIRECTLY
<br />KUL To
<br />TAK. MOUNTED TO FXt!DR4G SA" WALL Xrl III
<br />LOSING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCII CAST. CONNECTION OF PANELS T,1.-.ANCI- 16 ONFE -- -11
<br />to FIAT BE USED JOINTLY Wl TRACK
<br />TRACK TO YNALL
<br />BOTTOM TRACK FAII 01-CUR At ANY PANEL LOCATION W FOLLOWING PC ShO" Off ELEVAPON AND W/ A_3 1/2"
<br />�
<br />Sri 3 5 gt� TWO PANfULLATES
<br />SEnTION V, & 4 ON NEXT 24 SEE ANCHOR SCHEDULE ON SI,EE1 25 EDGE DISTANCE FOR THIS
<br />I I E I '=Iq := U.S'CK'T' ' .Zlf' 11elf",ji NOT N TO To BE C0.1111 I�Tl ,x T
<br />ALLED
<br />tj , I
<br />It 4 V , , IT
<br />'<�, A. It/ � A SUCH TLAT ADJACENT PANELS (6 If LEFT & PONT SIDE OF TERIOR PANT71) HAVE
<br />d", ......... /;*4k. THEIR GVERLAPS RETAINED OV '?
<br />. � ,
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<br />- : No, 4 i 67 `.. 1 20 GAGE GALVANIZED STEEL STORM PANEL 1.
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<br />E-2 HANG STORY PANEL E-Z HANG STORY .AIRS)
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<br />BOTTOM
<br />(2) 6NOSIINULS SHALL AIWAYS RE CONNECTED TO BOTTOM IRACtK OT,,EFWSE A STOP BAR TFAIIIII-MAT11 0 11 ,15E1.1 111.1 YT/ IFIL."FIG" TRACK AT BOTTOM,
<br />TAP
<br />, CONTI SLAU CONSIST OF DESCRIBCD UN NUTS ( OR )
<br />'6_ 20.314' MIS %7/8 Tni WING NUT OR 1/4*11TY3/4' Yin 'I-UIABSCRr* %01145 LONG
<br />IRA&T At
<br />PANELS
<br />CONNECTED TO OM TRACK STOP
<br />7 IN CASE THAT END PANELS ARE NOT CONNECTED To BOTTOM i (— A Slop BAR ON
<br />ONLY USED AT top) Al LEAST TWO PANELS 5 Or CONNECTED
<br />BOTTOM
<br />BOTTOM
<br />. ATTAON�N BOTTOM
<br />(S)
<br />pp
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />POURED cowRrTE
<br />DR CONCRETE BLOCK OR cow-Ft7r Iti
<br />REWIRED REWIRED
<br />WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATIQIN
<br />SECTION SA SECTION 52
<br />0 LIFE SAFM PANEL
<br />SCALE 3/8--
<br />- L.0 ..... L ....... "Ali SCALE 3/a*-I'
<br />LIFE SAFETY STORM PANEL SYSTEM
<br />tAPCON ANCIFERS 1:
<br />POURED
<br />CONCRETE
<br />•
<br />E.
<br />POURED CONCRETE
<br />1
<br />fix ow IT a 20 " Cn0ft NINE A,/... I
<br />- I �
<br />SPACING
<br />INTO WOOD ._________.__
<br />nvAIE Kk"c - Awmm aWme, (.)-.
<br />AW-00 111F.Cfe" AND MINIMUM _;�;._;Z_� -W-F - -) - ---i- i
<br />MGT DESTAINCIF AM FIFFOICAIM hes, ;i ... I
<br />SCHEDULE FOR
<br />_" .;---(.) i F - -, I
<br />SCHEOULIE REDUCK WCI" SPACING v
<br />vULTIFL VACLY: $.a..
<br />SCHCOUN, APJL La am ----ncm
<br />NY THE Ml~ FACTORS FOR NK I ". - .
<br />OPLIFLATION, TO K POSSIBLE. FIDLPUO
<br />PAC" ocrAm US" FACTOR SHN.J. NOT I '/r .
<br />THAV FINTRUFF SANI INDICATED
<br />Mo EACH
<br />TYPE - 1-6 SC.CDJUE 1. I I 'Co
<br />,i,
<br />FOR AISTAWIpNS
<br />YNWW
<br />ED. Ills THAN FIFIFICATIVID ON Per,.,
<br />ON
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<br />ANCHOR
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<br />se, - -�4
<br />: : OM No.44167 ." ...
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<br />I E-1 HANG STORM POVIRIL
<br />FANELMAIE FEMALE 10 & PATIELLATIE PLUS INTO CONCRETE
<br />ACCORDANCE WI
<br />I I /,.
<br />OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS
<br />RE IS I/M_ INTO CONCRETE
<br />FOR A WIND SPEED AS REQUIRED BY TILL JURISDICTION WHERE THESE SNLMERS WILL RE INSTALLED MO NO FMKDMINI INTO AM FINISH MATERIAL SHALL Of. PLITMITTI'D
<br />FOR A DIRIECTIONALPTY
<br />Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It)
<br />DESIGN PIRMURF RAT049S INDICATED ON
<br />25 k 26. ENGAGE 3/4' IN70 ANCHORS,
<br />IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND
<br />BE FOUND ON THE EX15nNG WALT.
<br />To COMPARE THESE IN/
<br />INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI:
<br />SHALL BE A
<br />MMONED IN 8 1) AND FIT 11,2l,
<br />IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON
<br />31 INCRIA9
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS
<br />10 WOOD HAS BEEN
<br />.
<br />STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF
<br />TXS-702 AND TAS-203 IS TO BE
<br />BLOCK
<br />2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM
<br />WOOD FRAME BUILDINGS
<br />INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR
<br />REMAIN IN CONTINUOUS
<br />FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA
<br />AROUND 'U'L
<br />LENGTH
<br />3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST.
<br />PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG
<br />REGUILATION15. PROVIDED By 44f "77
<br />N wNcRE PERMIT IS APPLIED to
<br />K ."ITS
<br />INSTALLATION IS REQUIRED TO
<br />PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID
<br />S
<br />NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR:
<br />INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D
<br />5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY
<br />Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING
<br />SAFETY Or
<br />GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />M IGNAIKIN W/Fy-
<br />At SITE IS THE CONTRACTOR'S RESPONTS4ei
<br />0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED
<br />50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL
<br />13 34
<br />(d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU
<br />WHICH WILL
<br />STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER
<br />USE Or THE
<br />SIM,
<br />TO ANCHORS 10 WALL SI OF AS FOLLOWS 'UfIM' IF) THIS
<br />THE SIM SPECIFIC DRAWINGS FOR REV"
<br />(A) 'Q rX_Tgf
<br />DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF
<br />- 1/4'* TAKEN ANCHORS AS MANUFACTURED 81 I I W BUILDEX INC (MIN VC-3122 T, 1. ) RECORD THAT PREPARED I
<br />- 1/4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED
<br />IN
<br />1 014 10 PANfIMATr NEMAUE I'D A
<br />OF FIORIUA SuIDNO CODE CANE LABEL SHALL BE PLACED FOR VARY (11PETtING
<br />W,
<br />3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE
<br />At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE
<br />FEMALE 10 AT PANTILMATE PLUS
<br />A2) MINIMUM EMKDMtW OF ;/4'. X 7/9- (ALK-W ANCHORS
<br />ANY FINISH MATERIAL 3FULL Of PERMITTED
<br />1/4' *-20
<br />/4'
<br />H IF
<br />'10 ANCHORS g?�'� 4 � I :. I ri�'I>s
<br />A.!) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE
<br />ON 'HE EXIS7,1K WAIL, OR -, I .
<br />FLOOR
<br />PAWILS. ANCHORAGE SHALL ��_---��61i�-_-`A.
<br />Of AS MEMPNJD IN
<br />/ .. _. , Is
<br />-
<br />(0) TO UMTLNI, CONCRETE 1JLI0�_t._.IIFi_ I * : * : No. 44167 '-. IllE.
<br />I _ FLORIDA BUILDING CODE (High Velocity NUT Icon. Zone),
<br />I IN BUILDEX. INC 1_1
<br />'
<br />- 1/4' P X 7/8' CALK- IN ANCHORS. AS MANUIAr.TIJRrD By DCINALT INC 41". 1 500
<br />1, .
<br />I
<br />- , 1
<br />nF_. No, 20 GAGE GALVANIZED STEEL STORM PANEL .Y�: .
<br />, r
<br />014-10 PANEUFLATE FEMALE to AND rAPELMATE PLUS ANCWDRS. AS MAJAILIFAClUITIEZ By ELCO C:ONS7RU,C7FoN
<br />PRODUCTS (IP-2071 PITI) ITS
<br />" I _ __ ...- I - ------------- -_ 07/fe/Pow,
<br />,�'
<br />I . , \ GLOBAL
<br />, INFRE. 1. Mi.
<br />11 I WIL (W)M-�� 1. m�)M-M? 20-176
<br />UNIT .I . _- " "I" PHO
<br />- 't VAL/sIONY'Lew/tAn ,A_.IT. - '""
<br />YNN4 FIT,
<br />oft," A PC - --- L M# 'i I
<br />I
<br />SHOWN ON 'HIS PRODUCT IEVAWATION DOCUMENT (P E 0 ) HAS OFFN VERITILO FOP COMPUANCr IN 8 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS AND
<br />114 THE 2020 (71h EDITION) Of THE rLui BUILDING CODE BLOCK SHALL BE
<br />SHALL
<br />FACTOR
<br />SHEETS
<br />LOADS DETERMINED PER ASCE !-IS
<br />SHALL BE FIRST REDUCED TO ASE. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER 'o 93) IN TASTE IPAT PRECAST STONE OR PRECAST CONCRETE PANICS
<br />MAX. (ASO) DESIGN PRESSURE RATINGS
<br />$
<br />THIS TIED AS TESTED WERE NOT OVER SIRNESSED, A 3
<br />SPACING
<br />THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER
<br />ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE,
<br />THE OH
<br />4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH
<br />IN!- AJ
<br />110
<br />70
<br />0
<br />0
<br />RISIALIAINION IS APPIOLABLE To SINGLE AND DOUBLE HUNG AND 14OFtIZONIA', S, OtRS STYLE WINDUW5 WHEN
<br />BE
<br />All ALUMINUM EXTRUSIO
<br />LIFE
<br />T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT,
<br />7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY
<br />COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat
<br />BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT
<br />Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD
<br />P.E.D. F PIONEER OF RECORD ACTING A$ A DELEGATED ENGINEER IC THE PE.1 ENGINEER,
<br />UTTER
<br />;: POI _ G"REEE (ff) THIS FED. 51CAL, BEAR THE
<br />BY DIWAIT INC (MIN fc.3000 p,s I .1 STORM PANE' MANUFACTURER'S LMML SHALL BE LOCATED ON A NEWLY V154RIC LOCATION AT S'Ofow PANEL
<br />PANEL/AVE 9'L,5 ANCHORS, AS FAMILTRIFALLIURED BY !LCO CONSTRUCTION PROOU(j% ACCORDMICi WITH SECTION 17099.3
<br />.
<br />SNAIL Of IS 7/6" INTO CONCITIM NO (4ETCIMER17 INTO
<br />SS STORWAIX BOLTS Li SHALL BE LOW ENOUGN(SHOULI) ANY FINISH MATERIAL EXIST) to FNGAGE 3
<br />FOUND
<br />, ANCHORS SNAIL LONG ENOUGH 10 REACT! THE MAIN STRUCTURE Oki,INO SUCH
<br />A.1) AND IN AZ).
<br />I; 0 TAKON ANCHORS AS MANUI.ClURIEO BY
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<br />1/8*. I (BEYOND)
<br />WASHER 0 12 112, O.0 It "I, NUT WASH" (&E
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<br />1,A. JARGON ANCHORS � 4' FAIPCON ANC _W 4' TAFTCON ANCHORS. ..;a rAPCON1
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<br />POLIFTED CONCRETE 'GORED CONCRETE POL TO CONCRETE ; UFKD CONCRETE
<br />09 CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRET BLOCK OF,
<br />REQUIRED RFQUTREO REQUIRED RE CONCRETE BLOCK
<br />OURED
<br />WALL MOUNTING INSTALLATION MNG INSTALLATION WALL 11,110ff�LLATIQN RafflAILATHM
<br />SECTION SECTION 38
<br />0 REGULAR PANEL a LIFE SAFETY PANEL 9 REGULAR PANEL 0 LIFE SAFETY PANEL
<br />SCALE 3/8--l' SCALE 3/8'-, - SCALE 310'.1" SCALE 3/8*.,'
<br />OPTION
<br />CONCRETE OR CONCRETE BLO
<br />1;
<br />CONCRETE
<br />�-','
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<br />OPIUMNON to K POSSIBLE, OEW= I '/I- M
<br />v .M.tb U"NO 'A"m SHALL NO' I 1/1' .
<br />N LESS THAN IMPAIR SANCIR; -'to q_
<br />FOR EACH FIRCHOR TYPIT OFF THIS S. Ir "
<br />THAN
<br />off CODE
<br />barr
<br />-.-
<br />INSTALLATION DETAILS FOR OPTION #2 FOR
<br />INTO EXIS NG WOOD STRUCTURES
<br />----I- -� � � 1P 1/4'0 TATICON 0 6' D.C. 1 �4",I11.11ON 0IT OC
<br />I *(��110`CLMA THREADED � '. .
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<br />ALTERNATIVE SAW '11%.."Otu#ii,lo",F�
<br />& REGULAR PANIEL ,tJF T ALTERNATIVE 8BW
<br />, ,;�� N'...Ijj,ps, 0 LIFE SAFM PANE
<br />SCALE 3/e'.I- 1A "" 1
<br />SCALE 318*-I"
<br />, _` EN '�'j 1� ,
<br />v\c se _gg FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
<br />KQIM f/e. " I .01 XMIC4. II IF
<br />* 1 20 GAGE GALVANIZED STEEL STORM PANEL
<br />I mvA,%A;XNf5 ARE: oNLY VALID FOR aulo#;�, FIFTH &so DESIGN LOADS = -:, , :,_--. __ ..--T!-1- -
<br />**
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<br />UP TO 15-15. -
<br />20 PST MO PANIEL'S LENGTH UP ID 8'-13' . * � � * - I . - I . ' - w/m/poi
<br />.
<br />1 �O- , � I . I
<br />\1 GLOBAL PROTECTION PRODUCTS. LLC. QAIE
<br />7 FOR NEW *(>Do FRWIL CONSIATUC70N
<br />ULWWRS TO HE POW14FIT4 I e. , 11LIECOm. NFAT 16. 51 �"W --- -
<br />W/ SPECIFIC DIFINSITY Of 0 55 OR EQUILL �.%--. tuft ftuvid III bw.tf*m ccwo,.� PINT NO 2. " OR\,DW-A ..-;
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<br />BE LOCATED - - - IT- ---.. - - -4 vERNATC LOCATION
<br />I , - ---.--- - - __ ----�--tc.nw . THAI, 25; TOT, WOOK, ICIAD, --,. , :1,1MOR 1 1/2 I FIT? . I EW PANELS)
<br />SET se"'OHR OFF P.Er 26 __ PANELS _.__ ,V _ _
<br />=DTZ/
<br />NEAR .ARDE ?a FACATITAW . I
<br />MT. � 3 (D w OFF/ OR I (D - = ALIFFM K PROVIDED
<br />&� ' LAST PANEI. O) TO RE kIVATALET At EACH I C ENFK""�q) TO WE INSTALLED
<br />EACH
<br />TYPICAL ELEVATION FOR REAR'HINTIOLF TG&r_AC`PFTAWTE,""M"o .9 TYPICAL ELEVATION FOR SERIES 1000 F WITIENDED 10 K INSITACIII, -
<br />EN" SHALL
<br />�
<br />1 INTE14ED TO BE INIVAU "'=X"' -S" 01 STITUCIURE I
<br />9)11�&I INSIDE OF 11"l-ICIFURE
<br />(i) SYSTEM I
<br />11CALK 1I . I-
<br />/V APF own TRAFE 3/3r - I' I- ft. &AP -1 - _____j
<br />t, - r, 0 AW
<br />11 z11K_
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<br />SLOM :A; SECTION B- At END
<br />wM WALL VU- - I -
<br />NOTES (1) DEEftDjjo_QL_Uft.',=. E - 2 HANG STORM
<br />Of PANEL .
<br />TRACKS AT TOP IT PANCIMAIE PLUS Oil W LONG
<br />(1) Off"TIO-R.Of SLMSIQOQ E - 7 HANG STORY PANEL SYSTEM F'.ONS45T,NG Of PANEL - (ir, "
<br />W/ PANCUMATES
<br />Cant TRACKS TOP At BOTTOM (2) ET PANELS SHALT ALWAYS BE CONINT"' �NTG SIUL WALL BY MEANS Of
<br />END PANELS
<br />W/ ,/..._jGFLT/ 7V(P2.
<br />p FUTI vHLTM&5CRIW`iNTOS
<br />�EO K,EPI AS
<br />,
<br />0 NALL RE PROVIDED AT V�TP OF SUCH PARIFL�, SHALL RE CO&C'En I "
<br />ffiNr NUT 1
<br />(3) IF END PANELS ARE CONNECTED TO EPTITOM TRACK
<br />""M
<br />1/4
<br />INTO 7APKI) BOTTOM CIF LOCATION OF FASTENERS MAY Of A? EITHER OF TWO (3) FOR CASES WHEN END
<br />ARE USE jCINTLv
<br />EI(ICRIOR FLAT FLANGES OF END PANEL BUT END PANELS ARE NOT
<br />am
<br />T,F
<br />L BE PROVIDED AT TOP OF SUCH PANELS
<br />(4;,
<br />tS
<br />INSTALLATIONS V64EN END PANELS MO SOME INTERIOR PANELS ARE DIRECTLY
<br />KUL To
<br />TAK. MOUNTED TO FXt!DR4G SA" WALL Xrl III
<br />LOSING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCII CAST. CONNECTION OF PANELS T,1.-.ANCI- 16 ONFE -- -11
<br />to FIAT BE USED JOINTLY Wl TRACK
<br />TRACK TO YNALL
<br />BOTTOM TRACK FAII 01-CUR At ANY PANEL LOCATION W FOLLOWING PC ShO" Off ELEVAPON AND W/ A_3 1/2"
<br />�
<br />Sri 3 5 gt� TWO PANfULLATES
<br />SEnTION V, & 4 ON NEXT 24 SEE ANCHOR SCHEDULE ON SI,EE1 25 EDGE DISTANCE FOR THIS
<br />I I E I '=Iq := U.S'CK'T' ' .Zlf' 11elf",ji NOT N TO To BE C0.1111 I�Tl ,x T
<br />ALLED
<br />tj , I
<br />It 4 V , , IT
<br />'<�, A. It/ � A SUCH TLAT ADJACENT PANELS (6 If LEFT & PONT SIDE OF TERIOR PANT71) HAVE
<br />d", ......... /;*4k. THEIR GVERLAPS RETAINED OV '?
<br />. � ,
<br />NN .. .
<br />. q .. . ,,-,
<br />'
<br />.
<br />I . ,\cENs I" � FLORIDA BUILDING CODE (High Velocity Hur Cang, Zone)
<br />, " ' "
<br />IF . .xm ntnw. IRC_
<br />- : No, 4 i 67 `.. 1 20 GAGE GALVANIZED STEEL STORM PANEL 1.
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<br />E-2 HANG STORY PANEL E-Z HANG STORY .AIRS)
<br />PANEL SYSTEM CONSIS71N0
<br />BOTTOM
<br />(2) 6NOSIINULS SHALL AIWAYS RE CONNECTED TO BOTTOM IRACtK OT,,EFWSE A STOP BAR TFAIIIII-MAT11 0 11 ,15E1.1 111.1 YT/ IFIL."FIG" TRACK AT BOTTOM,
<br />TAP
<br />, CONTI SLAU CONSIST OF DESCRIBCD UN NUTS ( OR )
<br />'6_ 20.314' MIS %7/8 Tni WING NUT OR 1/4*11TY3/4' Yin 'I-UIABSCRr* %01145 LONG
<br />IRA&T At
<br />PANELS
<br />CONNECTED TO OM TRACK STOP
<br />7 IN CASE THAT END PANELS ARE NOT CONNECTED To BOTTOM i (— A Slop BAR ON
<br />ONLY USED AT top) Al LEAST TWO PANELS 5 Or CONNECTED
<br />BOTTOM
<br />BOTTOM
<br />. ATTAON�N BOTTOM
<br />(S)
<br />pp
<br />"
<br />INN
<br />SCAT
<br />Y
<br />INSTALLATION DETAILS FOR OPTION #2 FOR
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />It, 4*
<br />4' 7APCON ANC.M
<br />IT ii o.c gi r O T:
<br />TIOU D CONCRETE
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<br />7/5'0 ;�)/32 ' IRING NUT WASi FUND HIn "I"SHEIR
<br />POURED cowRrTE
<br />DR CONCRETE BLOCK OR cow-Ft7r Iti
<br />REWIRED REWIRED
<br />WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATIQIN
<br />SECTION SA SECTION 52
<br />0 LIFE SAFM PANEL
<br />SCALE 3/8--
<br />- L.0 ..... L ....... "Ali SCALE 3/a*-I'
<br />LIFE SAFETY STORM PANEL SYSTEM
<br />tAPCON ANCIFERS 1:
<br />POURED
<br />CONCRETE
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<br />E.
<br />POURED CONCRETE
<br />1
<br />fix ow IT a 20 " Cn0ft NINE A,/... I
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<br />INTO WOOD ._________.__
<br />nvAIE Kk"c - Awmm aWme, (.)-.
<br />AW-00 111F.Cfe" AND MINIMUM _;�;._;Z_� -W-F - -) - ---i- i
<br />MGT DESTAINCIF AM FIFFOICAIM hes, ;i ... I
<br />SCHEDULE FOR
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<br />vULTIFL VACLY: $.a..
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<br />NY THE Ml~ FACTORS FOR NK I ". - .
<br />OPLIFLATION, TO K POSSIBLE. FIDLPUO
<br />PAC" ocrAm US" FACTOR SHN.J. NOT I '/r .
<br />THAV FINTRUFF SANI INDICATED
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<br />TYPE - 1-6 SC.CDJUE 1. I I 'Co
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<br />FOR AISTAWIpNS
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<br />ED. Ills THAN FIFIFICATIVID ON Per,.,
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<br />I E-1 HANG STORM POVIRIL
<br />FANELMAIE FEMALE 10 & PATIELLATIE PLUS INTO CONCRETE
<br />ACCORDANCE WI
<br />I I /,.
<br />OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS
<br />RE IS I/M_ INTO CONCRETE
<br />FOR A WIND SPEED AS REQUIRED BY TILL JURISDICTION WHERE THESE SNLMERS WILL RE INSTALLED MO NO FMKDMINI INTO AM FINISH MATERIAL SHALL Of. PLITMITTI'D
<br />FOR A DIRIECTIONALPTY
<br />Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It)
<br />DESIGN PIRMURF RAT049S INDICATED ON
<br />25 k 26. ENGAGE 3/4' IN70 ANCHORS,
<br />IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND
<br />BE FOUND ON THE EX15nNG WALT.
<br />To COMPARE THESE IN/
<br />INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI:
<br />SHALL BE A
<br />MMONED IN 8 1) AND FIT 11,2l,
<br />IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON
<br />31 INCRIA9
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS
<br />10 WOOD HAS BEEN
<br />.
<br />STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF
<br />TXS-702 AND TAS-203 IS TO BE
<br />BLOCK
<br />2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM
<br />WOOD FRAME BUILDINGS
<br />INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR
<br />REMAIN IN CONTINUOUS
<br />FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA
<br />AROUND 'U'L
<br />LENGTH
<br />3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST.
<br />PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG
<br />REGUILATION15. PROVIDED By 44f "77
<br />N wNcRE PERMIT IS APPLIED to
<br />K ."ITS
<br />INSTALLATION IS REQUIRED TO
<br />PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID
<br />S
<br />NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR:
<br />INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D
<br />5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY
<br />Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING
<br />SAFETY Or
<br />GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />M IGNAIKIN W/Fy-
<br />At SITE IS THE CONTRACTOR'S RESPONTS4ei
<br />0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED
<br />50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL
<br />13 34
<br />(d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU
<br />WHICH WILL
<br />STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER
<br />USE Or THE
<br />SIM,
<br />TO ANCHORS 10 WALL SI OF AS FOLLOWS 'UfIM' IF) THIS
<br />THE SIM SPECIFIC DRAWINGS FOR REV"
<br />(A) 'Q rX_Tgf
<br />DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF
<br />- 1/4'* TAKEN ANCHORS AS MANUFACTURED 81 I I W BUILDEX INC (MIN VC-3122 T, 1. ) RECORD THAT PREPARED I
<br />- 1/4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED
<br />IN
<br />1 014 10 PANfIMATr NEMAUE I'D A
<br />OF FIORIUA SuIDNO CODE CANE LABEL SHALL BE PLACED FOR VARY (11PETtING
<br />W,
<br />3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE
<br />At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE
<br />FEMALE 10 AT PANTILMATE PLUS
<br />A2) MINIMUM EMKDMtW OF ;/4'. X 7/9- (ALK-W ANCHORS
<br />ANY FINISH MATERIAL 3FULL Of PERMITTED
<br />1/4' *-20
<br />/4'
<br />H IF
<br />'10 ANCHORS g?�'� 4 � I :. I ri�'I>s
<br />A.!) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE
<br />ON 'HE EXIS7,1K WAIL, OR -, I .
<br />FLOOR
<br />PAWILS. ANCHORAGE SHALL ��_---��61i�-_-`A.
<br />Of AS MEMPNJD IN
<br />/ .. _. , Is
<br />-
<br />(0) TO UMTLNI, CONCRETE 1JLI0�_t._.IIFi_ I * : * : No. 44167 '-. IllE.
<br />I _ FLORIDA BUILDING CODE (High Velocity NUT Icon. Zone),
<br />I IN BUILDEX. INC 1_1
<br />'
<br />- 1/4' P X 7/8' CALK- IN ANCHORS. AS MANUIAr.TIJRrD By DCINALT INC 41". 1 500
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<br />nF_. No, 20 GAGE GALVANIZED STEEL STORM PANEL .Y�: .
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<br />014-10 PANEUFLATE FEMALE to AND rAPELMATE PLUS ANCWDRS. AS MAJAILIFAClUITIEZ By ELCO C:ONS7RU,C7FoN
<br />PRODUCTS (IP-2071 PITI) ITS
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<br />YNN4 FIT,
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<br />SHOWN ON 'HIS PRODUCT IEVAWATION DOCUMENT (P E 0 ) HAS OFFN VERITILO FOP COMPUANCr IN 8 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS AND
<br />114 THE 2020 (71h EDITION) Of THE rLui BUILDING CODE BLOCK SHALL BE
<br />SHALL
<br />FACTOR
<br />SHEETS
<br />LOADS DETERMINED PER ASCE !-IS
<br />SHALL BE FIRST REDUCED TO ASE. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER 'o 93) IN TASTE IPAT PRECAST STONE OR PRECAST CONCRETE PANICS
<br />MAX. (ASO) DESIGN PRESSURE RATINGS
<br />$
<br />THIS TIED AS TESTED WERE NOT OVER SIRNESSED, A 3
<br />SPACING
<br />THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER
<br />ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE,
<br />THE OH
<br />4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH
<br />IN!- AJ
<br />110
<br />70
<br />0
<br />0
<br />RISIALIAINION IS APPIOLABLE To SINGLE AND DOUBLE HUNG AND 14OFtIZONIA', S, OtRS STYLE WINDUW5 WHEN
<br />BE
<br />All ALUMINUM EXTRUSIO
<br />LIFE
<br />T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT,
<br />7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY
<br />COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat
<br />BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT
<br />Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD
<br />P.E.D. F PIONEER OF RECORD ACTING A$ A DELEGATED ENGINEER IC THE PE.1 ENGINEER,
<br />UTTER
<br />;: POI _ G"REEE (ff) THIS FED. 51CAL, BEAR THE
<br />BY DIWAIT INC (MIN fc.3000 p,s I .1 STORM PANE' MANUFACTURER'S LMML SHALL BE LOCATED ON A NEWLY V154RIC LOCATION AT S'Ofow PANEL
<br />PANEL/AVE 9'L,5 ANCHORS, AS FAMILTRIFALLIURED BY !LCO CONSTRUCTION PROOU(j% ACCORDMICi WITH SECTION 17099.3
<br />.
<br />SNAIL Of IS 7/6" INTO CONCITIM NO (4ETCIMER17 INTO
<br />SS STORWAIX BOLTS Li SHALL BE LOW ENOUGN(SHOULI) ANY FINISH MATERIAL EXIST) to FNGAGE 3
<br />FOUND
<br />, ANCHORS SNAIL LONG ENOUGH 10 REACT! THE MAIN STRUCTURE Oki,INO SUCH
<br />A.1) AND IN AZ).
<br />I; 0 TAKON ANCHORS AS MANUI.ClURIEO BY
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR
<br />INTO EXIS NG WOOD STRUCTURES
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<br />REWIRED I i WAS4ER 0 6 /4 o C REOUAWf) . , I ; I WASHER 0 (KYOND)
<br />10 PARELMATIF PLUS � I i
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<br />ALTERNATIVE SAW '11%.."Otu#ii,lo",F�
<br />& REGULAR PANIEL ,tJF T ALTERNATIVE 8BW
<br />, ,;�� N'...Ijj,ps, 0 LIFE SAFM PANE
<br />SCALE 3/e'.I- 1A "" 1
<br />SCALE 318*-I"
<br />, _` EN '�'j 1� ,
<br />v\c se _gg FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
<br />KQIM f/e. " I .01 XMIC4. II IF
<br />* 1 20 GAGE GALVANIZED STEEL STORM PANEL
<br />I mvA,%A;XNf5 ARE: oNLY VALID FOR aulo#;�, FIFTH &so DESIGN LOADS = -:, , :,_--. __ ..--T!-1- -
<br />**
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<br />UP TO 15-15. -
<br />20 PST MO PANIEL'S LENGTH UP ID 8'-13' . * � � * - I . - I . ' - w/m/poi
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<br />ULWWRS TO HE POW14FIT4 I e. , 11LIECOm. NFAT 16. 51 �"W --- -
<br />W/ SPECIFIC DIFINSITY Of 0 55 OR EQUILL �.%--. tuft ftuvid III bw.tf*m ccwo,.� PINT NO 2. " OR\,DW-A ..-;
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<br />BE LOCATED - - - IT- ---.. - - -4 vERNATC LOCATION
<br />I , - ---.--- - - __ ----�--tc.nw . THAI, 25; TOT, WOOK, ICIAD, --,. , :1,1MOR 1 1/2 I FIT? . I EW PANELS)
<br />SET se"'OHR OFF P.Er 26 __ PANELS _.__ ,V _ _
<br />=DTZ/
<br />NEAR .ARDE ?a FACATITAW . I
<br />MT. � 3 (D w OFF/ OR I (D - = ALIFFM K PROVIDED
<br />&� ' LAST PANEI. O) TO RE kIVATALET At EACH I C ENFK""�q) TO WE INSTALLED
<br />EACH
<br />TYPICAL ELEVATION FOR REAR'HINTIOLF TG&r_AC`PFTAWTE,""M"o .9 TYPICAL ELEVATION FOR SERIES 1000 F WITIENDED 10 K INSITACIII, -
<br />EN" SHALL
<br />�
<br />1 INTE14ED TO BE INIVAU "'=X"' -S" 01 STITUCIURE I
<br />9)11�&I INSIDE OF 11"l-ICIFURE
<br />(i) SYSTEM I
<br />11CALK 1I . I-
<br />/V APF own TRAFE 3/3r - I' I- ft. &AP -1 - _____j
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<br />SLOM :A; SECTION B- At END
<br />wM WALL VU- - I -
<br />NOTES (1) DEEftDjjo_QL_Uft.',=. E - 2 HANG STORM
<br />Of PANEL .
<br />TRACKS AT TOP IT PANCIMAIE PLUS Oil W LONG
<br />(1) Off"TIO-R.Of SLMSIQOQ E - 7 HANG STORY PANEL SYSTEM F'.ONS45T,NG Of PANEL - (ir, "
<br />W/ PANCUMATES
<br />Cant TRACKS TOP At BOTTOM (2) ET PANELS SHALT ALWAYS BE CONINT"' �NTG SIUL WALL BY MEANS Of
<br />END PANELS
<br />W/ ,/..._jGFLT/ 7V(P2.
<br />p FUTI vHLTM&5CRIW`iNTOS
<br />�EO K,EPI AS
<br />,
<br />0 NALL RE PROVIDED AT V�TP OF SUCH PARIFL�, SHALL RE CO&C'En I "
<br />ffiNr NUT 1
<br />(3) IF END PANELS ARE CONNECTED TO EPTITOM TRACK
<br />""M
<br />1/4
<br />INTO 7APKI) BOTTOM CIF LOCATION OF FASTENERS MAY Of A? EITHER OF TWO (3) FOR CASES WHEN END
<br />ARE USE jCINTLv
<br />EI(ICRIOR FLAT FLANGES OF END PANEL BUT END PANELS ARE NOT
<br />am
<br />T,F
<br />L BE PROVIDED AT TOP OF SUCH PANELS
<br />(4;,
<br />tS
<br />INSTALLATIONS V64EN END PANELS MO SOME INTERIOR PANELS ARE DIRECTLY
<br />KUL To
<br />TAK. MOUNTED TO FXt!DR4G SA" WALL Xrl III
<br />LOSING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCII CAST. CONNECTION OF PANELS T,1.-.ANCI- 16 ONFE -- -11
<br />to FIAT BE USED JOINTLY Wl TRACK
<br />TRACK TO YNALL
<br />BOTTOM TRACK FAII 01-CUR At ANY PANEL LOCATION W FOLLOWING PC ShO" Off ELEVAPON AND W/ A_3 1/2"
<br />�
<br />Sri 3 5 gt� TWO PANfULLATES
<br />SEnTION V, & 4 ON NEXT 24 SEE ANCHOR SCHEDULE ON SI,EE1 25 EDGE DISTANCE FOR THIS
<br />I I E I '=Iq := U.S'CK'T' ' .Zlf' 11elf",ji NOT N TO To BE C0.1111 I�Tl ,x T
<br />ALLED
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<br />It 4 V , , IT
<br />'<�, A. It/ � A SUCH TLAT ADJACENT PANELS (6 If LEFT & PONT SIDE OF TERIOR PANT71) HAVE
<br />d", ......... /;*4k. THEIR GVERLAPS RETAINED OV '?
<br />. � ,
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<br />IF . .xm ntnw. IRC_
<br />- : No, 4 i 67 `.. 1 20 GAGE GALVANIZED STEEL STORM PANEL 1.
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<br />E-2 HANG STORY PANEL E-Z HANG STORY .AIRS)
<br />PANEL SYSTEM CONSIS71N0
<br />BOTTOM
<br />(2) 6NOSIINULS SHALL AIWAYS RE CONNECTED TO BOTTOM IRACtK OT,,EFWSE A STOP BAR TFAIIIII-MAT11 0 11 ,15E1.1 111.1 YT/ IFIL."FIG" TRACK AT BOTTOM,
<br />TAP
<br />, CONTI SLAU CONSIST OF DESCRIBCD UN NUTS ( OR )
<br />'6_ 20.314' MIS %7/8 Tni WING NUT OR 1/4*11TY3/4' Yin 'I-UIABSCRr* %01145 LONG
<br />IRA&T At
<br />PANELS
<br />CONNECTED TO OM TRACK STOP
<br />7 IN CASE THAT END PANELS ARE NOT CONNECTED To BOTTOM i (— A Slop BAR ON
<br />ONLY USED AT top) Al LEAST TWO PANELS 5 Or CONNECTED
<br />BOTTOM
<br />BOTTOM
<br />. ATTAON�N BOTTOM
<br />(S)
<br />pp
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />It, 4*
<br />4' 7APCON ANC.M
<br />IT ii o.c gi r O T:
<br />TIOU D CONCRETE
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<br />114- 10-00 PANEUMADE PLUS W/ , .j I MATI 110' IN/
<br />7/5'0 ;�)/32 ' IRING NUT WASi FUND HIn "I"SHEIR
<br />POURED cowRrTE
<br />DR CONCRETE BLOCK OR cow-Ft7r Iti
<br />REWIRED REWIRED
<br />WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATIQIN
<br />SECTION SA SECTION 52
<br />0 LIFE SAFM PANEL
<br />SCALE 3/8--
<br />- L.0 ..... L ....... "Ali SCALE 3/a*-I'
<br />LIFE SAFETY STORM PANEL SYSTEM
<br />tAPCON ANCIFERS 1:
<br />POURED
<br />CONCRETE
<br />•
<br />E.
<br />POURED CONCRETE
<br />1
<br />fix ow IT a 20 " Cn0ft NINE A,/... I
<br />- I �
<br />SPACING
<br />INTO WOOD ._________.__
<br />nvAIE Kk"c - Awmm aWme, (.)-.
<br />AW-00 111F.Cfe" AND MINIMUM _;�;._;Z_� -W-F - -) - ---i- i
<br />MGT DESTAINCIF AM FIFFOICAIM hes, ;i ... I
<br />SCHEDULE FOR
<br />_" .;---(.) i F - -, I
<br />SCHEOULIE REDUCK WCI" SPACING v
<br />vULTIFL VACLY: $.a..
<br />SCHCOUN, APJL La am ----ncm
<br />NY THE Ml~ FACTORS FOR NK I ". - .
<br />OPLIFLATION, TO K POSSIBLE. FIDLPUO
<br />PAC" ocrAm US" FACTOR SHN.J. NOT I '/r .
<br />THAV FINTRUFF SANI INDICATED
<br />Mo EACH
<br />TYPE - 1-6 SC.CDJUE 1. I I 'Co
<br />,i,
<br />FOR AISTAWIpNS
<br />YNWW
<br />ED. Ills THAN FIFIFICATIVID ON Per,.,
<br />ON
<br />-
<br />K
<br />ANCHOR
<br />.- , ,
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<br />se, - -�4
<br />: : OM No.44167 ." ...
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<br />5,�-A-C�65!!:�/"__",
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<br />CWII
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<br />Y
<br />_= GO
<br />r_3 -1
<br />IS
<br />I E-1 HANG STORM POVIRIL
<br />FANELMAIE FEMALE 10 & PATIELLATIE PLUS INTO CONCRETE
<br />ACCORDANCE WI
<br />I I /,.
<br />OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS
<br />RE IS I/M_ INTO CONCRETE
<br />FOR A WIND SPEED AS REQUIRED BY TILL JURISDICTION WHERE THESE SNLMERS WILL RE INSTALLED MO NO FMKDMINI INTO AM FINISH MATERIAL SHALL Of. PLITMITTI'D
<br />FOR A DIRIECTIONALPTY
<br />Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It)
<br />DESIGN PIRMURF RAT049S INDICATED ON
<br />25 k 26. ENGAGE 3/4' IN70 ANCHORS,
<br />IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND
<br />BE FOUND ON THE EX15nNG WALT.
<br />To COMPARE THESE IN/
<br />INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI:
<br />SHALL BE A
<br />MMONED IN 8 1) AND FIT 11,2l,
<br />IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON
<br />31 INCRIA9
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS
<br />10 WOOD HAS BEEN
<br />.
<br />STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF
<br />TXS-702 AND TAS-203 IS TO BE
<br />BLOCK
<br />2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM
<br />WOOD FRAME BUILDINGS
<br />INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR
<br />REMAIN IN CONTINUOUS
<br />FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA
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<br />3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST.
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<br />NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR:
<br />INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D
<br />5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY
<br />Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING
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<br />0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED
<br />50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL
<br />13 34
<br />(d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU
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<br />LIFE
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<br />7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY
<br />COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat
<br />BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT
<br />Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD
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<br />C. ,F, ---- - gCNoOuuC of SHEET To, FM wow scem - - - - - - j, - - -I-- - (SEE sew I - .
<br />_
<br />N r . . su SECTIONS ON S.m 26 '. .DUU1 0 I I I' LIFT,
<br />. - . �' -.-.. --- - - . -----.----- _ - - Z_ 1
<br />"Y"_1 --- I � 11�_0�1___1 .. 1� -=,' S.5
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<br />("Tir."m ONNIL0 1 IFFIDE PNRU) 1 (Hrrece, AMID)
<br />IW NOTT 2, 1,. WELCIFF,2SFENOTE 33141111ii1:�IiIT.....!4w1�9�iI(ki� ;ST,INM�C"I 4 BELOW117sm",'I'DT,1.CL,I,�1.�,' � I 1 7 -
<br />. I 'ijg;
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<br />i � I I : MR. 5 */ I ? � I I
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<br />�. : 1 1 j ,wt'-wi-�S",
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<br />- I , ,, -I -I 1-j- I 11LI 1 I'll -L-q-TAII , ., _1_;__�__ TLI I � I I., I I I t . Ell 1, _L 4� !_ 1 _j . - �
<br />_1 I - I L,L� . �l_-!H'
<br />I 1I - 4: -
<br />4 - - - , 1. ,
<br />� _�_ -6 - I, -L:--! - '_ ,-, __ L I -, 1. - .
<br />SIVE
<br />. kibi 41, W, 3 tr__ - -) j&
<br />-.1, - OFF, M`Nog`L
<br />", - �, -
<br />Ma. ION cow Ma.
<br />BE LOCATED - - - IT- ---.. - - -4 vERNATC LOCATION
<br />I , - ---.--- - - __ ----�--tc.nw . THAI, 25; TOT, WOOK, ICIAD, --,. , :1,1MOR 1 1/2 I FIT? . I EW PANELS)
<br />SET se"'OHR OFF P.Er 26 __ PANELS _.__ ,V _ _
<br />=DTZ/
<br />NEAR .ARDE ?a FACATITAW . I
<br />MT. � 3 (D w OFF/ OR I (D - = ALIFFM K PROVIDED
<br />&� ' LAST PANEI. O) TO RE kIVATALET At EACH I C ENFK""�q) TO WE INSTALLED
<br />EACH
<br />TYPICAL ELEVATION FOR REAR'HINTIOLF TG&r_AC`PFTAWTE,""M"o .9 TYPICAL ELEVATION FOR SERIES 1000 F WITIENDED 10 K INSITACIII, -
<br />EN" SHALL
<br />�
<br />1 INTE14ED TO BE INIVAU "'=X"' -S" 01 STITUCIURE I
<br />9)11�&I INSIDE OF 11"l-ICIFURE
<br />(i) SYSTEM I
<br />11CALK 1I . I-
<br />/V APF own TRAFE 3/3r - I' I- ft. &AP -1 - _____j
<br />t, - r, 0 AW
<br />11 z11K_
<br />Z_,_\_
<br />I. FIAT`[ Po"ATIO.
<br />SLOM :A; SECTION B- At END
<br />wM WALL VU- - I -
<br />NOTES (1) DEEftDjjo_QL_Uft.',=. E - 2 HANG STORM
<br />Of PANEL .
<br />TRACKS AT TOP IT PANCIMAIE PLUS Oil W LONG
<br />(1) Off"TIO-R.Of SLMSIQOQ E - 7 HANG STORY PANEL SYSTEM F'.ONS45T,NG Of PANEL - (ir, "
<br />W/ PANCUMATES
<br />Cant TRACKS TOP At BOTTOM (2) ET PANELS SHALT ALWAYS BE CONINT"' �NTG SIUL WALL BY MEANS Of
<br />END PANELS
<br />W/ ,/..._jGFLT/ 7V(P2.
<br />p FUTI vHLTM&5CRIW`iNTOS
<br />�EO K,EPI AS
<br />,
<br />0 NALL RE PROVIDED AT V�TP OF SUCH PARIFL�, SHALL RE CO&C'En I "
<br />ffiNr NUT 1
<br />(3) IF END PANELS ARE CONNECTED TO EPTITOM TRACK
<br />""M
<br />1/4
<br />INTO 7APKI) BOTTOM CIF LOCATION OF FASTENERS MAY Of A? EITHER OF TWO (3) FOR CASES WHEN END
<br />ARE USE jCINTLv
<br />EI(ICRIOR FLAT FLANGES OF END PANEL BUT END PANELS ARE NOT
<br />am
<br />T,F
<br />L BE PROVIDED AT TOP OF SUCH PANELS
<br />(4;,
<br />tS
<br />INSTALLATIONS V64EN END PANELS MO SOME INTERIOR PANELS ARE DIRECTLY
<br />KUL To
<br />TAK. MOUNTED TO FXt!DR4G SA" WALL Xrl III
<br />LOSING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCII CAST. CONNECTION OF PANELS T,1.-.ANCI- 16 ONFE -- -11
<br />to FIAT BE USED JOINTLY Wl TRACK
<br />TRACK TO YNALL
<br />BOTTOM TRACK FAII 01-CUR At ANY PANEL LOCATION W FOLLOWING PC ShO" Off ELEVAPON AND W/ A_3 1/2"
<br />�
<br />Sri 3 5 gt� TWO PANfULLATES
<br />SEnTION V, & 4 ON NEXT 24 SEE ANCHOR SCHEDULE ON SI,EE1 25 EDGE DISTANCE FOR THIS
<br />I I E I '=Iq := U.S'CK'T' ' .Zlf' 11elf",ji NOT N TO To BE C0.1111 I�Tl ,x T
<br />ALLED
<br />tj , I
<br />It 4 V , , IT
<br />'<�, A. It/ � A SUCH TLAT ADJACENT PANELS (6 If LEFT & PONT SIDE OF TERIOR PANT71) HAVE
<br />d", ......... /;*4k. THEIR GVERLAPS RETAINED OV '?
<br />. � ,
<br />NN .. .
<br />. q .. . ,,-,
<br />'
<br />.
<br />I . ,\cENs I" � FLORIDA BUILDING CODE (High Velocity Hur Cang, Zone)
<br />, " ' "
<br />IF . .xm ntnw. IRC_
<br />- : No, 4 i 67 `.. 1 20 GAGE GALVANIZED STEEL STORM PANEL 1.
<br />I : � ��
<br />_
<br />1 j It'. 0 - ftUA. - _�-_ \
<br />I I
<br />to . ,
<br />-1 I ' ./m/ge.
<br />- _ - I
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<br />..-o'.
<br />OF _.� � GLOBAL PROTECTION PRODUCTS U.C. IT
<br />�
<br />S, �p -,.. .q 0 IOIN -.- , IILIECOinc ON &F, FT �,
<br />" ..� 0 IF., , irm cow;R
<br />GAWF. Ft MI.
<br />,.�
<br />, . ., , TFULIT TCOION a cmuerm �220-,1.7].
<br />,
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<br />'t, e'� ...... �'. Cl'. , ,� - .. ,er e, It= .X.,- V.. " 1, - '11H.. - I-)�m, 20-176 1. , )M _
<br />m.w4 FIN,
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<br />,L= %UX 'T. FT- . I � � " w it
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<br />{_�,P- psEE NOR 2 K;4W
<br />MI"-
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<br />Dr I
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<br />II
<br />PANEL)
<br />(CND PMNELJ , je";o P.,;CL l� t'"Nii ,,.��) li'Y'\i
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<br />I
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<br />NOTE
<br />TIC
<br />WY
<br />Al
<br />'r
<br />PANEL
<br />r___-..._
<br />E-2 HANG STORY PANEL E-Z HANG STORY .AIRS)
<br />PANEL SYSTEM CONSIS71N0
<br />BOTTOM
<br />(2) 6NOSIINULS SHALL AIWAYS RE CONNECTED TO BOTTOM IRACtK OT,,EFWSE A STOP BAR TFAIIIII-MAT11 0 11 ,15E1.1 111.1 YT/ IFIL."FIG" TRACK AT BOTTOM,
<br />TAP
<br />, CONTI SLAU CONSIST OF DESCRIBCD UN NUTS ( OR )
<br />'6_ 20.314' MIS %7/8 Tni WING NUT OR 1/4*11TY3/4' Yin 'I-UIABSCRr* %01145 LONG
<br />IRA&T At
<br />PANELS
<br />CONNECTED TO OM TRACK STOP
<br />7 IN CASE THAT END PANELS ARE NOT CONNECTED To BOTTOM i (— A Slop BAR ON
<br />ONLY USED AT top) Al LEAST TWO PANELS 5 Or CONNECTED
<br />BOTTOM
<br />BOTTOM
<br />. ATTAON�N BOTTOM
<br />(S)
<br />pp
<br />"
<br />INN
<br />SCAT
<br />Y
<br />INSTALLATION DETAILS FOR OPTION #2 FOR
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />It, 4*
<br />4' 7APCON ANC.M
<br />IT ii o.c gi r O T:
<br />TIOU D CONCRETE
<br />cmcK-.[
<br />DR
<br />IMOCA . 2 OR CONCRETE RLOCK
<br />REQUIRED i .(oljwtl .0 I
<br />I , ,/.* I 1 1/4-
<br />7
<br />MR. I1IL ... I
<br />- - TO - E J:F I �
<br />I I
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<br />NaKIPA.L. - . , ,j) w
<br />T. WAFTOW, lv� I- =r. -
<br />I W_ ,.I , Wen 1.)
<br />I I 0 �, : � 4 r
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<br />=� G; 9 11 T'Ill, 11_� I I I
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<br />., I 4
<br />I . VI
<br />: I , - � 5 . UI �t 4L i I : F'5
<br />TAN
<br />: I 9%F- 'ARRUFF" FT : -
<br />: � I I
<br />: ;
<br />I I
<br />I : I I
<br />, II t 4 . L, " 1,
<br />I I �
<br />I
<br />E D - I jIIuED* I i
<br />11
<br />11
<br />114- 10-00 PANEUMADE PLUS W/ , .j I MATI 110' IN/
<br />7/5'0 ;�)/32 ' IRING NUT WASi FUND HIn "I"SHEIR
<br />POURED cowRrTE
<br />DR CONCRETE BLOCK OR cow-Ft7r Iti
<br />REWIRED REWIRED
<br />WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATIQIN
<br />SECTION SA SECTION 52
<br />0 LIFE SAFM PANEL
<br />SCALE 3/8--
<br />- L.0 ..... L ....... "Ali SCALE 3/a*-I'
<br />LIFE SAFETY STORM PANEL SYSTEM
<br />tAPCON ANCIFERS 1:
<br />POURED
<br />CONCRETE
<br />•
<br />E.
<br />POURED CONCRETE
<br />1
<br />fix ow IT a 20 " Cn0ft NINE A,/... I
<br />- I �
<br />SPACING
<br />INTO WOOD ._________.__
<br />nvAIE Kk"c - Awmm aWme, (.)-.
<br />AW-00 111F.Cfe" AND MINIMUM _;�;._;Z_� -W-F - -) - ---i- i
<br />MGT DESTAINCIF AM FIFFOICAIM hes, ;i ... I
<br />SCHEDULE FOR
<br />_" .;---(.) i F - -, I
<br />SCHEOULIE REDUCK WCI" SPACING v
<br />vULTIFL VACLY: $.a..
<br />SCHCOUN, APJL La am ----ncm
<br />NY THE Ml~ FACTORS FOR NK I ". - .
<br />OPLIFLATION, TO K POSSIBLE. FIDLPUO
<br />PAC" ocrAm US" FACTOR SHN.J. NOT I '/r .
<br />THAV FINTRUFF SANI INDICATED
<br />Mo EACH
<br />TYPE - 1-6 SC.CDJUE 1. I I 'Co
<br />,i,
<br />FOR AISTAWIpNS
<br />YNWW
<br />ED. Ills THAN FIFIFICATIVID ON Per,.,
<br />ON
<br />-
<br />K
<br />ANCHOR
<br />.- , ,
<br />.
<br />se, - -�4
<br />: : OM No.44167 ." ...
<br />*: I7_ ...
<br />-1
<br />OIMev lfeS
<br />?�,�-' -_�LiiN
<br />_V� --
<br />5,�-A-C�65!!:�/"__",
<br />'if RAL'SKIFFInjaxi'Di
<br />CWII
<br />"
<br />C=
<br />�
<br />C%j
<br />(=
<br />�
<br />C=
<br />ai 6 4=
<br />U) - -
<br />><
<br />Cl-
<br />. in- -
<br />an =
<br />on tl�
<br />-FIX
<br />3. (1)
<br />a) =
<br />, � =
<br />DID - .ax
<br />Y
<br />_= GO
<br />r_3 -1
<br />IS
<br />I E-1 HANG STORM POVIRIL
<br />FANELMAIE FEMALE 10 & PATIELLATIE PLUS INTO CONCRETE
<br />ACCORDANCE WI
<br />I I /,.
<br />OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS
<br />RE IS I/M_ INTO CONCRETE
<br />FOR A WIND SPEED AS REQUIRED BY TILL JURISDICTION WHERE THESE SNLMERS WILL RE INSTALLED MO NO FMKDMINI INTO AM FINISH MATERIAL SHALL Of. PLITMITTI'D
<br />FOR A DIRIECTIONALPTY
<br />Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It)
<br />DESIGN PIRMURF RAT049S INDICATED ON
<br />25 k 26. ENGAGE 3/4' IN70 ANCHORS,
<br />IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND
<br />BE FOUND ON THE EX15nNG WALT.
<br />To COMPARE THESE IN/
<br />INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI:
<br />SHALL BE A
<br />MMONED IN 8 1) AND FIT 11,2l,
<br />IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON
<br />31 INCRIA9
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS
<br />10 WOOD HAS BEEN
<br />.
<br />STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF
<br />TXS-702 AND TAS-203 IS TO BE
<br />BLOCK
<br />2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM
<br />WOOD FRAME BUILDINGS
<br />INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR
<br />REMAIN IN CONTINUOUS
<br />FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA
<br />AROUND 'U'L
<br />LENGTH
<br />3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST.
<br />PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG
<br />REGUILATION15. PROVIDED By 44f "77
<br />N wNcRE PERMIT IS APPLIED to
<br />K ."ITS
<br />INSTALLATION IS REQUIRED TO
<br />PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID
<br />S
<br />NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR:
<br />INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D
<br />5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY
<br />Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING
<br />SAFETY Or
<br />GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />M IGNAIKIN W/Fy-
<br />At SITE IS THE CONTRACTOR'S RESPONTS4ei
<br />0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED
<br />50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL
<br />13 34
<br />(d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU
<br />WHICH WILL
<br />STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER
<br />USE Or THE
<br />SIM,
<br />TO ANCHORS 10 WALL SI OF AS FOLLOWS 'UfIM' IF) THIS
<br />THE SIM SPECIFIC DRAWINGS FOR REV"
<br />(A) 'Q rX_Tgf
<br />DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF
<br />- 1/4'* TAKEN ANCHORS AS MANUFACTURED 81 I I W BUILDEX INC (MIN VC-3122 T, 1. ) RECORD THAT PREPARED I
<br />- 1/4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED
<br />IN
<br />1 014 10 PANfIMATr NEMAUE I'D A
<br />OF FIORIUA SuIDNO CODE CANE LABEL SHALL BE PLACED FOR VARY (11PETtING
<br />W,
<br />3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE
<br />At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE
<br />FEMALE 10 AT PANTILMATE PLUS
<br />A2) MINIMUM EMKDMtW OF ;/4'. X 7/9- (ALK-W ANCHORS
<br />ANY FINISH MATERIAL 3FULL Of PERMITTED
<br />1/4' *-20
<br />/4'
<br />H IF
<br />'10 ANCHORS g?�'� 4 � I :. I ri�'I>s
<br />A.!) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE
<br />ON 'HE EXIS7,1K WAIL, OR -, I .
<br />FLOOR
<br />PAWILS. ANCHORAGE SHALL ��_---��61i�-_-`A.
<br />Of AS MEMPNJD IN
<br />/ .. _. , Is
<br />-
<br />(0) TO UMTLNI, CONCRETE 1JLI0�_t._.IIFi_ I * : * : No. 44167 '-. IllE.
<br />I _ FLORIDA BUILDING CODE (High Velocity NUT Icon. Zone),
<br />I IN BUILDEX. INC 1_1
<br />'
<br />- 1/4' P X 7/8' CALK- IN ANCHORS. AS MANUIAr.TIJRrD By DCINALT INC 41". 1 500
<br />1, .
<br />I
<br />- , 1
<br />nF_. No, 20 GAGE GALVANIZED STEEL STORM PANEL .Y�: .
<br />, r
<br />014-10 PANEUFLATE FEMALE to AND rAPELMATE PLUS ANCWDRS. AS MAJAILIFAClUITIEZ By ELCO C:ONS7RU,C7FoN
<br />PRODUCTS (IP-2071 PITI) ITS
<br />" I _ __ ...- I - ------------- -_ 07/fe/Pow,
<br />,�'
<br />I . , \ GLOBAL
<br />, INFRE. 1. Mi.
<br />11 I WIL (W)M-�� 1. m�)M-M? 20-176
<br />UNIT .I . _- " "I" PHO
<br />- 't VAL/sIONY'Lew/tAn ,A_.IT. - '""
<br />YNN4 FIT,
<br />oft," A PC - --- L M# 'i I
<br />I
<br />SHOWN ON 'HIS PRODUCT IEVAWATION DOCUMENT (P E 0 ) HAS OFFN VERITILO FOP COMPUANCr IN 8 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS AND
<br />114 THE 2020 (71h EDITION) Of THE rLui BUILDING CODE BLOCK SHALL BE
<br />SHALL
<br />FACTOR
<br />SHEETS
<br />LOADS DETERMINED PER ASCE !-IS
<br />SHALL BE FIRST REDUCED TO ASE. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER 'o 93) IN TASTE IPAT PRECAST STONE OR PRECAST CONCRETE PANICS
<br />MAX. (ASO) DESIGN PRESSURE RATINGS
<br />$
<br />THIS TIED AS TESTED WERE NOT OVER SIRNESSED, A 3
<br />SPACING
<br />THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER
<br />ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE,
<br />THE OH
<br />4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH
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<br />N wNcRE PERMIT IS APPLIED to
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<br />NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR:
<br />INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D
<br />5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY
<br />Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING
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<br />0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED
<br />50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL
<br />13 34
<br />(d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU
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<br />50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL
<br />13 34
<br />(d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU
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<br />5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY
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<br />50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL
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<br />(d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU
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<br />MAX. (ASO) DESIGN PRESSURE RATINGS
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<br />THIS TIED AS TESTED WERE NOT OVER SIRNESSED, A 3
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<br />THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER
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<br />7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY
<br />COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat
<br />BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT
<br />Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD
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<br />SNAIL Of IS 7/6" INTO CONCITIM NO (4ETCIMER17 INTO
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<br />OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS
<br />RE IS I/M_ INTO CONCRETE
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<br />Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It)
<br />DESIGN PIRMURF RAT049S INDICATED ON
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<br />IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND
<br />BE FOUND ON THE EX15nNG WALT.
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<br />INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI:
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<br />2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM
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<br />INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR
<br />REMAIN IN CONTINUOUS
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<br />3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST.
<br />PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG
<br />REGUILATION15. PROVIDED By 44f "77
<br />N wNcRE PERMIT IS APPLIED to
<br />K ."ITS
<br />INSTALLATION IS REQUIRED TO
<br />PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID
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<br />NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR:
<br />INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D
<br />5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY
<br />Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING
<br />SAFETY Or
<br />GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />M IGNAIKIN W/Fy-
<br />At SITE IS THE CONTRACTOR'S RESPONTS4ei
<br />0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED
<br />50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL
<br />13 34
<br />(d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU
<br />WHICH WILL
<br />STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER
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<br />DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF
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<br />3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE
<br />At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE
<br />FEMALE 10 AT PANTILMATE PLUS
<br />A2) MINIMUM EMKDMtW OF ;/4'. X 7/9- (ALK-W ANCHORS
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<br />114 THE 2020 (71h EDITION) Of THE rLui BUILDING CODE BLOCK SHALL BE
<br />SHALL
<br />FACTOR
<br />SHEETS
<br />LOADS DETERMINED PER ASCE !-IS
<br />SHALL BE FIRST REDUCED TO ASE. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER 'o 93) IN TASTE IPAT PRECAST STONE OR PRECAST CONCRETE PANICS
<br />MAX. (ASO) DESIGN PRESSURE RATINGS
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<br />THIS TIED AS TESTED WERE NOT OVER SIRNESSED, A 3
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<br />THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER
<br />ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE,
<br />THE OH
<br />4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH
<br />IN!- AJ
<br />110
<br />70
<br />0
<br />0
<br />RISIALIAINION IS APPIOLABLE To SINGLE AND DOUBLE HUNG AND 14OFtIZONIA', S, OtRS STYLE WINDUW5 WHEN
<br />BE
<br />All ALUMINUM EXTRUSIO
<br />LIFE
<br />T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT,
<br />7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY
<br />COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat
<br />BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT
<br />Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD
<br />P.E.D. F PIONEER OF RECORD ACTING A$ A DELEGATED ENGINEER IC THE PE.1 ENGINEER,
<br />UTTER
<br />;: POI _ G"REEE (ff) THIS FED. 51CAL, BEAR THE
<br />BY DIWAIT INC (MIN fc.3000 p,s I .1 STORM PANE' MANUFACTURER'S LMML SHALL BE LOCATED ON A NEWLY V154RIC LOCATION AT S'Ofow PANEL
<br />PANEL/AVE 9'L,5 ANCHORS, AS FAMILTRIFALLIURED BY !LCO CONSTRUCTION PROOU(j% ACCORDMICi WITH SECTION 17099.3
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<br />SNAIL Of IS 7/6" INTO CONCITIM NO (4ETCIMER17 INTO
<br />SS STORWAIX BOLTS Li SHALL BE LOW ENOUGN(SHOULI) ANY FINISH MATERIAL EXIST) to FNGAGE 3
<br />FOUND
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<br />A.1) AND IN AZ).
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<br />WALLWALL
<br />MOUNTING INST BUILD-03WIIS YOU
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<br />PRODUCTS,
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<br />FLORIDA BUILDING CODE (High Velocity NUT cone Zone
<br />110. N'toc'. - 20 GAGE GALVANIZED STEEL STORM PANEL "
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<br />FANELMAIE FEMALE 10 & PATIELLATIE PLUS INTO CONCRETE
<br />ACCORDANCE WI
<br />I I /,.
<br />OFSIGN WIND LOADS SHALL BE OCrERNANED AS PER SECTION 1620OF THE ARM MENTIONED CODL. 62) MINIMUM EMOWDLICTIFT of 114-0 X 7/5- rALK-IN ANCHORS
<br />RE IS I/M_ INTO CONCRETE
<br />FOR A WIND SPEED AS REQUIRED BY TILL JURISDICTION WHERE THESE SNLMERS WILL RE INSTALLED MO NO FMKDMINI INTO AM FINISH MATERIAL SHALL Of. PLITMITTI'D
<br />FOR A DIRIECTIONALPTY
<br />Ki USING ASCE 7-16 AND SHALL NOY EXCEED THE MAXIMUM (ASO) 114" 0-20 SS SIDEWALK 90115 USED SHALL BE LONG ENOUGH(sHOUID ANY MUST, MATERIAL EXIST) It)
<br />DESIGN PIRMURF RAT049S INDICATED ON
<br />25 k 26. ENGAGE 3/4' IN70 ANCHORS,
<br />IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND
<br />BE FOUND ON THE EX15nNG WALT.
<br />To COMPARE THESE IN/
<br />INDICATED ON SwEE776 25 & 26 ANCHORS SHALL EIT LONG ENOUGH TO REACH INC MAIN S1RU(1UFHF BEHIND SLICH PANELS ANCHTIRAGI:
<br />SHALL BE A
<br />MMONED IN 8 1) AND FIT 11,2l,
<br />IN OFT TO VERIFY 114AT COMPONENTS AND ANCHORS ON
<br />31 INCRIA9
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS EEM USED IN THEIR ANALYSIS FAS7ENFRS
<br />10 WOOD HAS BEEN
<br />.
<br />STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISIANCr IIAS BEEN VERIFIED IN ACCORDANCE %WIN SECtION 1625 OF
<br />TXS-702 AND TAS-203 IS TO BE
<br />BLOCK
<br />2 n IS SYS1.kF# HAS SUN DESIGNED To BE NSTALUC ON THE UVISIDE Or THE OPENWG ACCESSING 'HE OPENING FROM
<br />WOOD FRAME BUILDINGS
<br />INSIDE W/O TNT USE Of A LADDER OR UF1 THIS APPLICATION IS VALID WHEN INSTAILIJAPON 15 INTENDED TO Or. PIERFORMI'li I,' THE NS'AIIAT,FoN CONTRACTOR
<br />REMAIN IN CONTINUOUS
<br />FROM THE "'S"OF OF STRUC"E. CONTACT WITH YTP BUL_D+fC To PRFVrNL WINCl/RNNI INTRUSION CAiIIK AND SEAL SHUTTER MA
<br />AROUND 'U'L
<br />LENGTH
<br />3 SERIES 1000 INSTALLATION IS APPLICABLE to SIFT AND WIOLF HUNG STYLE WINDOWS WHEN NSTPUIATION 5 RIOUi TO ST.
<br />PERFORMED FROM I'll f4i Of 11RUITURI 13 STORM PANEL INSTALLATION SHAL I CDi WIN SPLCS INDICATED IN His ,.wAwt"I; FLUB ANY BUILDING AND IONNG
<br />REGUILATION15. PROVIDED By 44f "77
<br />N wNcRE PERMIT IS APPLIED to
<br />K ."ITS
<br />INSTALLATION IS REQUIRED TO
<br />PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STORM PANEL STSTELIC'T IS PALEW PENDRID
<br />S
<br />NS TO RE 6063- It ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) '5 TO) TH45 PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED By THIS ENGINEER IS GENERIC AND DOES HOT PROVIOR:
<br />INIFORMAJON IT OR A SITE SPECIFIC PROi I. WHERE TWIT SITE CONONLONTS DEVIATE FROM THE P E-D
<br />5 Ail ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31(15-HI& ALIACY
<br />Eb� CONTRACTOR 70 BE RESPONSIBLE COP THE SELECTONP PJTRGiWSE AND IWA41ATION INCLUDING
<br />SAFETY Or
<br />GALVANIZED SIEEL THIS PRODUCT BAStD ON THIS PtU PROVIDED "FYSITIE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />M IGNAIKIN W/Fy-
<br />At SITE IS THE CONTRACTOR'S RESPONTS4ei
<br />0 ALL SCREWS 70 BE STAINLESS STE11 3D4 OR 316 AIS, SERIES OR CORROSION PtSISIANI COATED CAR" STEEL AS FIFH DIN W '-pVS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID IT MODIFIED
<br />50018 FT/ SO i ri STRENGTH AND 90 ". TENSILE STRENGTH & SHALL
<br />13 34
<br />(d) SITE SPECIFIC PROJECTS $KAU BE PREPARIFU
<br />WHICH WILL
<br />STRUNIC'.TH BECOME rHE UNGINff A OF RECORD CEO R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE V OR THE PROPER
<br />USE Or THE
<br />SIM,
<br />TO ANCHORS 10 WALL SI OF AS FOLLOWS 'UfIM' IF) THIS
<br />THE SIM SPECIFIC DRAWINGS FOR REV"
<br />(A) 'Q rX_Tgf
<br />DATE AND ORIGINAL SEAL MO S:GNArURr of THE PPOIESF,GNAt ENGINEER OF
<br />- 1/4'* TAKEN ANCHORS AS MANUFACTURED 81 I I W BUILDEX INC (MIN VC-3122 T, 1. ) RECORD THAT PREPARED I
<br />- 1/4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED
<br />IN
<br />1 014 10 PANfIMATr NEMAUE I'D A
<br />OF FIORIUA SuIDNO CODE CANE LABEL SHALL BE PLACED FOR VARY (11PETtING
<br />W,
<br />3.150 a., ) LAMIJNG TO COMPLY WITH SECIKW 710992 OF THE FLORIDA BUILDING CODE
<br />At) MINIMUM EMBEDMENT OF 1APCOk ANCHORS INTO POURED CONCRLII SNAit At 1 3/4' AND 2' FOR PANEURNITE
<br />FEMALE 10 AT PANTILMATE PLUS
<br />A2) MINIMUM EMKDMtW OF ;/4'. X 7/9- (ALK-W ANCHORS
<br />ANY FINISH MATERIAL 3FULL Of PERMITTED
<br />1/4' *-20
<br />/4'
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<br />'10 ANCHORS g?�'� 4 � I :. I ri�'I>s
<br />A.!) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE
<br />ON 'HE EXIS7,1K WAIL, OR -, I .
<br />FLOOR
<br />PAWILS. ANCHORAGE SHALL ��_---��61i�-_-`A.
<br />Of AS MEMPNJD IN
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<br />(0) TO UMTLNI, CONCRETE 1JLI0�_t._.IIFi_ I * : * : No. 44167 '-. IllE.
<br />I _ FLORIDA BUILDING CODE (High Velocity NUT Icon. Zone),
<br />I IN BUILDEX. INC 1_1
<br />'
<br />- 1/4' P X 7/8' CALK- IN ANCHORS. AS MANUIAr.TIJRrD By DCINALT INC 41". 1 500
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<br />nF_. No, 20 GAGE GALVANIZED STEEL STORM PANEL .Y�: .
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<br />014-10 PANEUFLATE FEMALE to AND rAPELMATE PLUS ANCWDRS. AS MAJAILIFAClUITIEZ By ELCO C:ONS7RU,C7FoN
<br />PRODUCTS (IP-2071 PITI) ITS
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<br />YNN4 FIT,
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<br />SHOWN ON 'HIS PRODUCT IEVAWATION DOCUMENT (P E 0 ) HAS OFFN VERITILO FOP COMPUANCr IN 8 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS AND
<br />114 THE 2020 (71h EDITION) Of THE rLui BUILDING CODE BLOCK SHALL BE
<br />SHALL
<br />FACTOR
<br />SHEETS
<br />LOADS DETERMINED PER ASCE !-IS
<br />SHALL BE FIRST REDUCED TO ASE. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER 'o 93) IN TASTE IPAT PRECAST STONE OR PRECAST CONCRETE PANICS
<br />MAX. (ASO) DESIGN PRESSURE RATINGS
<br />$
<br />THIS TIED AS TESTED WERE NOT OVER SIRNESSED, A 3
<br />SPACING
<br />THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER
<br />ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE,
<br />THE OH
<br />4 TO SEAL/CAUt.9 All SHUTTER COMPONENT COGICS WHICH
<br />IN!- AJ
<br />110
<br />70
<br />0
<br />0
<br />RISIALIAINION IS APPIOLABLE To SINGLE AND DOUBLE HUNG AND 14OFtIZONIA', S, OtRS STYLE WINDUW5 WHEN
<br />BE
<br />All ALUMINUM EXTRUSIO
<br />LIFE
<br />T. ALL STEEL SHEET MIT& PANELS SHALL NAVE STRUCTURAL QUALITY STEEL, A57M A-153 CRAD: 50 MIT,
<br />7115 An, (AFItR RQUID) THIS DOCUMENT CONSTRUCTION SAFETY
<br />COMPLY *1 FLORIDA BUILDING, CODE SECTION Tat
<br />BY A TiOFRTIDA RC0STrRrCF ENGINEER OR ARCHITECT
<br />Y. BUTTS to BE FeSIM A-307 GFMVAAi STEE1. OR A61 304 SERIES STAINLESS SIFEIL WITH 16 %%. MINIMUM HELD
<br />P.E.D. F PIONEER OF RECORD ACTING A$ A DELEGATED ENGINEER IC THE PE.1 ENGINEER,
<br />UTTER
<br />;: POI _ G"REEE (ff) THIS FED. 51CAL, BEAR THE
<br />BY DIWAIT INC (MIN fc.3000 p,s I .1 STORM PANE' MANUFACTURER'S LMML SHALL BE LOCATED ON A NEWLY V154RIC LOCATION AT S'Ofow PANEL
<br />PANEL/AVE 9'L,5 ANCHORS, AS FAMILTRIFALLIURED BY !LCO CONSTRUCTION PROOU(j% ACCORDMICi WITH SECTION 17099.3
<br />.
<br />SNAIL Of IS 7/6" INTO CONCITIM NO (4ETCIMER17 INTO
<br />SS STORWAIX BOLTS Li SHALL BE LOW ENOUGN(SHOULI) ANY FINISH MATERIAL EXIST) to FNGAGE 3
<br />FOUND
<br />, ANCHORS SNAIL LONG ENOUGH 10 REACT! THE MAIN STRUCTURE Oki,INO SUCH
<br />A.1) AND IN AZ).
<br />I; 0 TAKON ANCHORS AS MANUI.ClURIEO BY
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<br />EANEUILI INTO POURED
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<br />I I 6 � to- A BOTTOM �T I = -CODE (NIgh Velocity NUT cone zci
<br />I come*lm 1. ANY - m '111 a
<br />. I
<br />. . I 1,Cag Itton. - F.
<br />� 1 -P.4.t� z
<br />OF
<br />A\ I in��-_] z - 20 GAGE GALVANIZED STEEL STORM PANEL _ DFWWW OF ,
<br />� 1, 0, 'r, 4 - -
<br />- - -4 - . - , OF CII/eff/gova
<br />. - ", 5�,Q&.!p_-,-,_ '�\ GLOBAL PROTECTION
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<br />DETAIL I I- L_ _1 I7,77-77777-1 '.111 LL� . . . /'rjrtE
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<br />MOUNTING INST BUILD-03WIIS YOU
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<br />114 THE 2020 (71h EDITION) Of THE rLui BUILDING CODE BLOCK SHALL BE
<br />SHALL
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<br />SHEETS
<br />LOADS DETERMINED PER ASCE !-IS
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<br />MAX. (ASO) DESIGN PRESSURE RATINGS
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<br />THE ABOVE. MENTIONED CODE AS PER fIENESTRATION TESTING LABORATORY, AT. REFFILTRI if 2032, AS PROTOCOLS 7A5-201, 11 IT SNJAU BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHOWER
<br />ATTACHED 10 INSURE PROPER ANCHORAGE THIS SPLOTCH SHALL 01I BE ATTACHED TO CONCRETE,
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<br />MOUNTING INST BUILD-03WIIS YOU
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