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<br />1. E-2 HAND SIORw PANEL SNDWN ON THIS PRODUCT EVALATON DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN LI) WARM PAIR MENT OF TAPCON ANCHORS AND PANELMAE FEMME 0 A, PAMI LMATE PLUS INTO CONCRETE
<br />ACCONLWICE WITH THE 2020 (FU, EDITION) OF THE ROMA BUNGING CODE.. BLOCN SHALL BE 1 1/4•.
<br />FOR AI1MD >V D RE01AWIND LOADS SHALL ■ISD■ C WHIM THESE SMIITEPS MR) TERMINED AS PER SEICTION 1420 OF THE ABOW MENTIONED COOL �) MOWN EMBEDMENT EMBEDMENT RIM ART MA70 SHALL ANICHOPS OWL BE R 7/6' Baro CONCRETE.
<br />A DRELTONMUIC FAC10N Kd-O.M. t19RRi AGCE 7-16 NO S AU NOT EXCEED 7HE MR)0MW (AS.D.) 1/4' 0-20 SS SMCMX BOLTS USED SHALL BE LONG ENDUMO QUID ANY FINISH WTENML OUT) TO
<br />DESIGN PRESSURE IOOINGS INDICATED ON SHEETS 28 B, 25. ENGAGE 3/4• INTO ANCHORS.
<br />IN ORDER TO VERIFY THE MOVE CONDITION. ACTUATE OEM WIND LOADS DES® W PER ASCE 7-16
<br />SMALL SE FIRST REDUCED TO A.S.D. DESIGN RIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO BA) N CAN THAT PRECAST STOW. OR PRECAST CONCRETE PANELS BE FOUND ON THE OMM WALL
<br />TO COMPARE TIM W/ MAX. (GSA) DOM PIBSSRIE OXISM INCINED ON SNHBEIE 26 ! 26. ANCHORS WALL ■ LONG EIOLON TO REACH THE MAN WWCTIURE BEHIND SUCH xAEL.S. ANCHORAGE
<br />SHALL SE AS MENTOMED N B.1) AND N B.2).
<br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.6.0. AS IESTID WERE NOT OVER STRESSED, A 33X INCREASE
<br />N ML.OWAwE STRESS FOR WIND LOADS WAS N11L USED N THEIR AALYSIB. FASTENERS SPACING TO WOD HAS am
<br />DETERMINED N ACCORDANCE WITH NASL 2015. (C) �' BE INSTALLED FOLLOWING ALL OF THE REOMK OCAT O O AM SPECIFICATIONS OF THE AHCOR'S
<br />STORM PANEL'S AOEOWLY FOR IMPACT AND FATIGUE REMAMM HAS BEEN VERVEO N ACWpI WITH SEC7= 1626 a
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT % 2032. AS PROTOCOLS TAS-201. 11. R SHAL BE THE RES MIK" OF TILL CONmACtDR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE 04M SPATTER
<br />TAS-202 AM TAS-203, ISa TO ME PROPER AICIOIUIOi. TTRi SHUTTER SHALL ONLY SE ATFACMD TO CONCH L SLOCL
<br />2. THIS SYSTIEW HAS SEEN DESIGNED TO ■ INSTALLED ON THE OUTSIDE OF THE OPENING ACOESSRk THE OPENING FROM THE oil WOOD PUK OULDOW.
<br />NM W/O THE ICE Of A LADDER OR LIFT. THIS APPLICATION ffi VAN WHEN M167ALIATION IS INTENDED TO BE PERFORMED 12. THE NBTALIATON COMTRACICt IS TO SEK/CAIRX ALL SNUTIFR ODIPON ENT EDGES WHICH Rom" IN CONTIGOUS
<br />FROM THE SIM OF STWCIUR£. CONTACT WITH THE BUILDING TO PRfl£NT WRO/W M INTRUSION. CAARN AND SEAL SLITTER TRACKS ALL AROUND FLU
<br />3 SER[s 1000 INSTALLATION IS APPLICABLE TO STOLE AND DOUBLE HUNG STYLE WINDOWS WHEN RSWLAM IS REQUIRED TO ■ LENGTH.
<br />PERFORMED FROM THE ROM Or SIRUCILM 13. STORM PMEI INSTALLATION BALL COMPLY WITH SPECS INDICATED IN THIS DIAMOND PLUS ANY•BIILONC AND ZONING
<br />RECRATI NS PROVIDED BY THE ANDSOCRIOH WHERE MONT 6 APPLIED TO.
<br />4. SIEGES 2000 INSTALLATION ffi APPLICABLE TO SINGLE NO DOUBLE TILING AND HIORQONTA SUOERS STYLE wNooWs WHEN
<br />OWALIATION ffi REOURED TO I E PERFORMED FROM THE INSIDE OF STAL CTU E. 14_ MMM g100W4 AND DOCK INC. E - 2 WYIG SMM PANEL SYSTEN 13 FWBIR Pow&
<br />5. ALL ALLOWS," EXTRUSIONS 70 K SM-76 ALAI AM TEMPER. (UNLESS ONW MK NOTED) 1S. (D) THIS PRODUCT EOLLATON oO I"W ro.EGa PEPARED BY THIS ENGINEER Hs OEHEPoC AND DOES NOT PAWN
<br />NFOR AYIDN FOR A SITE 9PECIFiC PRWET. L- WHERE THE CODE CONDITIONS DE M FROM THE P.E.D.
<br />6. ALL AWMNW SHEET METAL USER AT CLOSURES SAW,), HAVE 3108-N7♦ ALLOY.
<br />(6) CONTRACTOR TO ■ RESPONSIBLE FOR THE SIDWOON. PLRCHASE AND RLSTALLATON VaLlOMO LIFE SAFETY OF
<br />7. ALL SIM SHEET METAL PANELS SOUL WE StRDTURAL QUALITY STEEL. AM A-653 GRADE 50 MA.. GALVMRZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVDEO HE/SHE DOES NOT DEMTE FROM THE COHORIOMS WARM ON
<br />!, DE701NTM W/Fy- SLS IOU (AFTER ROVED).. ren DoCWEM. comsm CTON SAFETY AT WIE B THE COVRRIIC/OR'S DY.
<br />L ALL sCRM TO BE STAINLESS STEEL 304 OR 315 ANSI SIErS ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (4) THIS PRODUCT EVALUATION DOCOIOIT WILL BE CONSIDERED IMAD IF MODIFIED
<br />50018 w/ 50 let YIELD STREJNGTH AND 90 IMT TENSILE STRENGTH ! WALL COMPLY W/ FLORIDA KXDM 000E SECTION 2411.3A4. (•) SITE SPECIFIC PIOJOCTS SOUL BE PREPARED BY A FLORA REMUM ENORFER OR ARC6TECT RNCN WILL
<br />s. BOLTS TO RE ASTY A-307 OALIAM= STEEL. OR AIN 304 SEINES STARLESS STEEL WITH 36 lei WOO YIELD SIBEN TH. BECOME THE D+ .M OF MOOSE (E.O.R.> fdR flE PRQELT AO WHO WRL BE I�PONSISI,E FOR THE PROPER
<br />USE OF THE P.E.O. E7+GOHEFR of IIE.CORO ACRNr M A oEIEQATHD ENGINEER To THE P.E.D. ENGINEER, STALL
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS: KOW TO INS LATTER M SITE SPECIFIC DRAYRM FOR KVIEN
<br />i� SO OOtREO (•) THIS PIZ SWILL BEM THE LATE AM OMOOM SEA. AND $M ATU E OF THE PROFESSIONAL ENSWEER OF
<br />- 1/4.0 TAPOON MCN4M AS MAtAUFAMRrD BY LT.W. BIMDEX. INC. (III. 1e-31.2 P.R.L) RECORD THAT PREPARED R.
<br />- 1/4" 0 X 7/r CAX-N ANCHORS, AS MAN1F'AOIURED BY OCIALT INC. (MIN. rg3000 PA.I.) 15 STORY PFFl MNIIFACTYNERTi tA■L SHALL BE LOCATED ON A READILY VISBIE LOCATION AT S7OIBH PANEL N
<br />- (I'a- PAND)AATE FEMALE 0 ! PANELIATE PLUS ANCHORS, AS IAAIIIFAL'IIIREb BY ELCO COISTRJCTIOI PRODUCTS. ACCORDANCE WITH SECTION 170 -6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL EE PLACES FOR EVERY OMMM
<br />(ra-3 '3.f0 P•W) LAEI M TO COMPLY WITH SECTION 1706A.2 OF M FLORIDA BUL■Ri COOS.
<br />Al) MINIMUM ENSEDYENT OF TAPCON ANCHORS INTO POURED CONCRETE BALL BE 1 3/4' AND 2• FOR PANELA"M
<br />FDAAF ID A, PANELWEE PLUS.
<br />A* WMW ON OMEW OF 1/4.0 X 7/0• CAX-IN ANCHORS WALL BE S 7/r INTO CONCRETE. NO EMBEDMENT RR0
<br />ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />1/4• 0-20 36 SOEMIAX BOLTS USED SMALL SE LONG T7OUGH(SHOIAD ANY FRM9M MATERIAL =0 TO ENGAGE 3/4'
<br />INTO ANCHORS.
<br />A.3) N CASE THAT PRECAST STOWL PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EflffiR/0 WALL OR
<br />FLOOR, ANCHORS SHALL BE LONG END" TO REALM THE MAN MIXTURE BEHIND SUCH PANELS. 44CMORW SHALL •�: • •VCEN�.'•.'�
<br />BE AS MENRED IN A1) AND IN A2).
<br />(B) m ETIffiTING LriY' ,E MRDac rl No. 44167
<br />- 1/4. 0 UPOON ANCHORS AS WWNFWFLM BY IT.IN BMIROL INC. T'LDRIDN► TNUR.ONIK CODE w Hurricane
<br />- 1/4. 0 X 7/r CALK-01 ANCHORS. AS ►ANW MrR M BY DEMIT INC. (rtn-1500 PAL) ,. /k A•rw 1It•0° r1C '� GAGE BALVAN�K STEEL ST01■ PAIK'L r'
<br />- 114-10 PANELIATE FEMALE ID AND PRNELIATE PLUS ANCORL AS MAIUFACRIRM BY ELCO CO6TAULTION %. ► OWN
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<br />ACCONLWICE WITH THE 2020 (FU, EDITION) OF THE ROMA BUNGING CODE.. BLOCN SHALL BE 1 1/4•.
<br />FOR AI1MD >V D RE01AWIND LOADS SHALL ■ISD■ C WHIM THESE SMIITEPS MR) TERMINED AS PER SEICTION 1420 OF THE ABOW MENTIONED COOL �) MOWN EMBEDMENT EMBEDMENT RIM ART MA70 SHALL ANICHOPS OWL BE R 7/6' Baro CONCRETE.
<br />A DRELTONMUIC FAC10N Kd-O.M. t19RRi AGCE 7-16 NO S AU NOT EXCEED 7HE MR)0MW (AS.D.) 1/4' 0-20 SS SMCMX BOLTS USED SHALL BE LONG ENDUMO QUID ANY FINISH WTENML OUT) TO
<br />DESIGN PRESSURE IOOINGS INDICATED ON SHEETS 28 B, 25. ENGAGE 3/4• INTO ANCHORS.
<br />IN ORDER TO VERIFY THE MOVE CONDITION. ACTUATE OEM WIND LOADS DES® W PER ASCE 7-16
<br />SMALL SE FIRST REDUCED TO A.S.D. DESIGN RIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO BA) N CAN THAT PRECAST STOW. OR PRECAST CONCRETE PANELS BE FOUND ON THE OMM WALL
<br />TO COMPARE TIM W/ MAX. (GSA) DOM PIBSSRIE OXISM INCINED ON SNHBEIE 26 ! 26. ANCHORS WALL ■ LONG EIOLON TO REACH THE MAN WWCTIURE BEHIND SUCH xAEL.S. ANCHORAGE
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<br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.6.0. AS IESTID WERE NOT OVER STRESSED, A 33X INCREASE
<br />N ML.OWAwE STRESS FOR WIND LOADS WAS N11L USED N THEIR AALYSIB. FASTENERS SPACING TO WOD HAS am
<br />DETERMINED N ACCORDANCE WITH NASL 2015. (C) �' BE INSTALLED FOLLOWING ALL OF THE REOMK OCAT O O AM SPECIFICATIONS OF THE AHCOR'S
<br />STORM PANEL'S AOEOWLY FOR IMPACT AND FATIGUE REMAMM HAS BEEN VERVEO N ACWpI WITH SEC7= 1626 a
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT % 2032. AS PROTOCOLS TAS-201. 11. R SHAL BE THE RES MIK" OF TILL CONmACtDR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE 04M SPATTER
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<br />2. THIS SYSTIEW HAS SEEN DESIGNED TO ■ INSTALLED ON THE OUTSIDE OF THE OPENING ACOESSRk THE OPENING FROM THE oil WOOD PUK OULDOW.
<br />NM W/O THE ICE Of A LADDER OR LIFT. THIS APPLICATION ffi VAN WHEN M167ALIATION IS INTENDED TO BE PERFORMED 12. THE NBTALIATON COMTRACICt IS TO SEK/CAIRX ALL SNUTIFR ODIPON ENT EDGES WHICH Rom" IN CONTIGOUS
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<br />3 SER[s 1000 INSTALLATION IS APPLICABLE TO STOLE AND DOUBLE HUNG STYLE WINDOWS WHEN RSWLAM IS REQUIRED TO ■ LENGTH.
<br />PERFORMED FROM THE ROM Or SIRUCILM 13. STORM PMEI INSTALLATION BALL COMPLY WITH SPECS INDICATED IN THIS DIAMOND PLUS ANY•BIILONC AND ZONING
<br />RECRATI NS PROVIDED BY THE ANDSOCRIOH WHERE MONT 6 APPLIED TO.
<br />4. SIEGES 2000 INSTALLATION ffi APPLICABLE TO SINGLE NO DOUBLE TILING AND HIORQONTA SUOERS STYLE wNooWs WHEN
<br />OWALIATION ffi REOURED TO I E PERFORMED FROM THE INSIDE OF STAL CTU E. 14_ MMM g100W4 AND DOCK INC. E - 2 WYIG SMM PANEL SYSTEN 13 FWBIR Pow&
<br />5. ALL ALLOWS," EXTRUSIONS 70 K SM-76 ALAI AM TEMPER. (UNLESS ONW MK NOTED) 1S. (D) THIS PRODUCT EOLLATON oO I"W ro.EGa PEPARED BY THIS ENGINEER Hs OEHEPoC AND DOES NOT PAWN
<br />NFOR AYIDN FOR A SITE 9PECIFiC PRWET. L- WHERE THE CODE CONDITIONS DE M FROM THE P.E.D.
<br />6. ALL AWMNW SHEET METAL USER AT CLOSURES SAW,), HAVE 3108-N7♦ ALLOY.
<br />(6) CONTRACTOR TO ■ RESPONSIBLE FOR THE SIDWOON. PLRCHASE AND RLSTALLATON VaLlOMO LIFE SAFETY OF
<br />7. ALL SIM SHEET METAL PANELS SOUL WE StRDTURAL QUALITY STEEL. AM A-653 GRADE 50 MA.. GALVMRZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVDEO HE/SHE DOES NOT DEMTE FROM THE COHORIOMS WARM ON
<br />!, DE701NTM W/Fy- SLS IOU (AFTER ROVED).. ren DoCWEM. comsm CTON SAFETY AT WIE B THE COVRRIIC/OR'S DY.
<br />L ALL sCRM TO BE STAINLESS STEEL 304 OR 315 ANSI SIErS ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (4) THIS PRODUCT EVALUATION DOCOIOIT WILL BE CONSIDERED IMAD IF MODIFIED
<br />50018 w/ 50 let YIELD STREJNGTH AND 90 IMT TENSILE STRENGTH ! WALL COMPLY W/ FLORIDA KXDM 000E SECTION 2411.3A4. (•) SITE SPECIFIC PIOJOCTS SOUL BE PREPARED BY A FLORA REMUM ENORFER OR ARC6TECT RNCN WILL
<br />s. BOLTS TO RE ASTY A-307 OALIAM= STEEL. OR AIN 304 SEINES STARLESS STEEL WITH 36 lei WOO YIELD SIBEN TH. BECOME THE D+ .M OF MOOSE (E.O.R.> fdR flE PRQELT AO WHO WRL BE I�PONSISI,E FOR THE PROPER
<br />USE OF THE P.E.O. E7+GOHEFR of IIE.CORO ACRNr M A oEIEQATHD ENGINEER To THE P.E.D. ENGINEER, STALL
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS: KOW TO INS LATTER M SITE SPECIFIC DRAYRM FOR KVIEN
<br />i� SO OOtREO (•) THIS PIZ SWILL BEM THE LATE AM OMOOM SEA. AND $M ATU E OF THE PROFESSIONAL ENSWEER OF
<br />- 1/4.0 TAPOON MCN4M AS MAtAUFAMRrD BY LT.W. BIMDEX. INC. (III. 1e-31.2 P.R.L) RECORD THAT PREPARED R.
<br />- 1/4" 0 X 7/r CAX-N ANCHORS, AS MAN1F'AOIURED BY OCIALT INC. (MIN. rg3000 PA.I.) 15 STORY PFFl MNIIFACTYNERTi tA■L SHALL BE LOCATED ON A READILY VISBIE LOCATION AT S7OIBH PANEL N
<br />- (I'a- PAND)AATE FEMALE 0 ! PANELIATE PLUS ANCHORS, AS IAAIIIFAL'IIIREb BY ELCO COISTRJCTIOI PRODUCTS. ACCORDANCE WITH SECTION 170 -6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL EE PLACES FOR EVERY OMMM
<br />(ra-3 '3.f0 P•W) LAEI M TO COMPLY WITH SECTION 1706A.2 OF M FLORIDA BUL■Ri COOS.
<br />Al) MINIMUM ENSEDYENT OF TAPCON ANCHORS INTO POURED CONCRETE BALL BE 1 3/4' AND 2• FOR PANELA"M
<br />FDAAF ID A, PANELWEE PLUS.
<br />A* WMW ON OMEW OF 1/4.0 X 7/0• CAX-IN ANCHORS WALL BE S 7/r INTO CONCRETE. NO EMBEDMENT RR0
<br />ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />1/4• 0-20 36 SOEMIAX BOLTS USED SMALL SE LONG T7OUGH(SHOIAD ANY FRM9M MATERIAL =0 TO ENGAGE 3/4'
<br />INTO ANCHORS.
<br />A.3) N CASE THAT PRECAST STOWL PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EflffiR/0 WALL OR
<br />FLOOR, ANCHORS SHALL BE LONG END" TO REALM THE MAN MIXTURE BEHIND SUCH PANELS. 44CMORW SHALL •�: • •VCEN�.'•.'�
<br />BE AS MENRED IN A1) AND IN A2).
<br />(B) m ETIffiTING LriY' ,E MRDac rl No. 44167
<br />- 1/4. 0 UPOON ANCHORS AS WWNFWFLM BY IT.IN BMIROL INC. T'LDRIDN► TNUR.ONIK CODE w Hurricane
<br />- 1/4. 0 X 7/r CALK-01 ANCHORS. AS ►ANW MrR M BY DEMIT INC. (rtn-1500 PAL) ,. /k A•rw 1It•0° r1C '� GAGE BALVAN�K STEEL ST01■ PAIK'L r'
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<br />No. 44167 FIA■DAA BIRLON■ COKE NlerrlolNHI sox.
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<br />1. E-2 HAND SIORw PANEL SNDWN ON THIS PRODUCT EVALATON DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN LI) WARM PAIR MENT OF TAPCON ANCHORS AND PANELMAE FEMME 0 A, PAMI LMATE PLUS INTO CONCRETE
<br />ACCONLWICE WITH THE 2020 (FU, EDITION) OF THE ROMA BUNGING CODE.. BLOCN SHALL BE 1 1/4•.
<br />FOR AI1MD >V D RE01AWIND LOADS SHALL ■ISD■ C WHIM THESE SMIITEPS MR) TERMINED AS PER SEICTION 1420 OF THE ABOW MENTIONED COOL �) MOWN EMBEDMENT EMBEDMENT RIM ART MA70 SHALL ANICHOPS OWL BE R 7/6' Baro CONCRETE.
<br />A DRELTONMUIC FAC10N Kd-O.M. t19RRi AGCE 7-16 NO S AU NOT EXCEED 7HE MR)0MW (AS.D.) 1/4' 0-20 SS SMCMX BOLTS USED SHALL BE LONG ENDUMO QUID ANY FINISH WTENML OUT) TO
<br />DESIGN PRESSURE IOOINGS INDICATED ON SHEETS 28 B, 25. ENGAGE 3/4• INTO ANCHORS.
<br />IN ORDER TO VERIFY THE MOVE CONDITION. ACTUATE OEM WIND LOADS DES® W PER ASCE 7-16
<br />SMALL SE FIRST REDUCED TO A.S.D. DESIGN RIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO BA) N CAN THAT PRECAST STOW. OR PRECAST CONCRETE PANELS BE FOUND ON THE OMM WALL
<br />TO COMPARE TIM W/ MAX. (GSA) DOM PIBSSRIE OXISM INCINED ON SNHBEIE 26 ! 26. ANCHORS WALL ■ LONG EIOLON TO REACH THE MAN WWCTIURE BEHIND SUCH xAEL.S. ANCHORAGE
<br />SHALL SE AS MENTOMED N B.1) AND N B.2).
<br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.6.0. AS IESTID WERE NOT OVER STRESSED, A 33X INCREASE
<br />N ML.OWAwE STRESS FOR WIND LOADS WAS N11L USED N THEIR AALYSIB. FASTENERS SPACING TO WOD HAS am
<br />DETERMINED N ACCORDANCE WITH NASL 2015. (C) �' BE INSTALLED FOLLOWING ALL OF THE REOMK OCAT O O AM SPECIFICATIONS OF THE AHCOR'S
<br />STORM PANEL'S AOEOWLY FOR IMPACT AND FATIGUE REMAMM HAS BEEN VERVEO N ACWpI WITH SEC7= 1626 a
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT % 2032. AS PROTOCOLS TAS-201. 11. R SHAL BE THE RES MIK" OF TILL CONmACtDR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE 04M SPATTER
<br />TAS-202 AM TAS-203, ISa TO ME PROPER AICIOIUIOi. TTRi SHUTTER SHALL ONLY SE ATFACMD TO CONCH L SLOCL
<br />2. THIS SYSTIEW HAS SEEN DESIGNED TO ■ INSTALLED ON THE OUTSIDE OF THE OPENING ACOESSRk THE OPENING FROM THE oil WOOD PUK OULDOW.
<br />NM W/O THE ICE Of A LADDER OR LIFT. THIS APPLICATION ffi VAN WHEN M167ALIATION IS INTENDED TO BE PERFORMED 12. THE NBTALIATON COMTRACICt IS TO SEK/CAIRX ALL SNUTIFR ODIPON ENT EDGES WHICH Rom" IN CONTIGOUS
<br />FROM THE SIM OF STWCIUR£. CONTACT WITH THE BUILDING TO PRfl£NT WRO/W M INTRUSION. CAARN AND SEAL SLITTER TRACKS ALL AROUND FLU
<br />3 SER[s 1000 INSTALLATION IS APPLICABLE TO STOLE AND DOUBLE HUNG STYLE WINDOWS WHEN RSWLAM IS REQUIRED TO ■ LENGTH.
<br />PERFORMED FROM THE ROM Or SIRUCILM 13. STORM PMEI INSTALLATION BALL COMPLY WITH SPECS INDICATED IN THIS DIAMOND PLUS ANY•BIILONC AND ZONING
<br />RECRATI NS PROVIDED BY THE ANDSOCRIOH WHERE MONT 6 APPLIED TO.
<br />4. SIEGES 2000 INSTALLATION ffi APPLICABLE TO SINGLE NO DOUBLE TILING AND HIORQONTA SUOERS STYLE wNooWs WHEN
<br />OWALIATION ffi REOURED TO I E PERFORMED FROM THE INSIDE OF STAL CTU E. 14_ MMM g100W4 AND DOCK INC. E - 2 WYIG SMM PANEL SYSTEN 13 FWBIR Pow&
<br />5. ALL ALLOWS," EXTRUSIONS 70 K SM-76 ALAI AM TEMPER. (UNLESS ONW MK NOTED) 1S. (D) THIS PRODUCT EOLLATON oO I"W ro.EGa PEPARED BY THIS ENGINEER Hs OEHEPoC AND DOES NOT PAWN
<br />NFOR AYIDN FOR A SITE 9PECIFiC PRWET. L- WHERE THE CODE CONDITIONS DE M FROM THE P.E.D.
<br />6. ALL AWMNW SHEET METAL USER AT CLOSURES SAW,), HAVE 3108-N7♦ ALLOY.
<br />(6) CONTRACTOR TO ■ RESPONSIBLE FOR THE SIDWOON. PLRCHASE AND RLSTALLATON VaLlOMO LIFE SAFETY OF
<br />7. ALL SIM SHEET METAL PANELS SOUL WE StRDTURAL QUALITY STEEL. AM A-653 GRADE 50 MA.. GALVMRZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVDEO HE/SHE DOES NOT DEMTE FROM THE COHORIOMS WARM ON
<br />!, DE701NTM W/Fy- SLS IOU (AFTER ROVED).. ren DoCWEM. comsm CTON SAFETY AT WIE B THE COVRRIIC/OR'S DY.
<br />L ALL sCRM TO BE STAINLESS STEEL 304 OR 315 ANSI SIErS ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (4) THIS PRODUCT EVALUATION DOCOIOIT WILL BE CONSIDERED IMAD IF MODIFIED
<br />50018 w/ 50 let YIELD STREJNGTH AND 90 IMT TENSILE STRENGTH ! WALL COMPLY W/ FLORIDA KXDM 000E SECTION 2411.3A4. (•) SITE SPECIFIC PIOJOCTS SOUL BE PREPARED BY A FLORA REMUM ENORFER OR ARC6TECT RNCN WILL
<br />s. BOLTS TO RE ASTY A-307 OALIAM= STEEL. OR AIN 304 SEINES STARLESS STEEL WITH 36 lei WOO YIELD SIBEN TH. BECOME THE D+ .M OF MOOSE (E.O.R.> fdR flE PRQELT AO WHO WRL BE I�PONSISI,E FOR THE PROPER
<br />USE OF THE P.E.O. E7+GOHEFR of IIE.CORO ACRNr M A oEIEQATHD ENGINEER To THE P.E.D. ENGINEER, STALL
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS: KOW TO INS LATTER M SITE SPECIFIC DRAYRM FOR KVIEN
<br />i� SO OOtREO (•) THIS PIZ SWILL BEM THE LATE AM OMOOM SEA. AND $M ATU E OF THE PROFESSIONAL ENSWEER OF
<br />- 1/4.0 TAPOON MCN4M AS MAtAUFAMRrD BY LT.W. BIMDEX. INC. (III. 1e-31.2 P.R.L) RECORD THAT PREPARED R.
<br />- 1/4" 0 X 7/r CAX-N ANCHORS, AS MAN1F'AOIURED BY OCIALT INC. (MIN. rg3000 PA.I.) 15 STORY PFFl MNIIFACTYNERTi tA■L SHALL BE LOCATED ON A READILY VISBIE LOCATION AT S7OIBH PANEL N
<br />- (I'a- PAND)AATE FEMALE 0 ! PANELIATE PLUS ANCHORS, AS IAAIIIFAL'IIIREb BY ELCO COISTRJCTIOI PRODUCTS. ACCORDANCE WITH SECTION 170 -6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL EE PLACES FOR EVERY OMMM
<br />(ra-3 '3.f0 P•W) LAEI M TO COMPLY WITH SECTION 1706A.2 OF M FLORIDA BUL■Ri COOS.
<br />Al) MINIMUM ENSEDYENT OF TAPCON ANCHORS INTO POURED CONCRETE BALL BE 1 3/4' AND 2• FOR PANELA"M
<br />FDAAF ID A, PANELWEE PLUS.
<br />A* WMW ON OMEW OF 1/4.0 X 7/0• CAX-IN ANCHORS WALL BE S 7/r INTO CONCRETE. NO EMBEDMENT RR0
<br />ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />1/4• 0-20 36 SOEMIAX BOLTS USED SMALL SE LONG T7OUGH(SHOIAD ANY FRM9M MATERIAL =0 TO ENGAGE 3/4'
<br />INTO ANCHORS.
<br />A.3) N CASE THAT PRECAST STOWL PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EflffiR/0 WALL OR
<br />FLOOR, ANCHORS SHALL BE LONG END" TO REALM THE MAN MIXTURE BEHIND SUCH PANELS. 44CMORW SHALL •�: • •VCEN�.'•.'�
<br />BE AS MENRED IN A1) AND IN A2).
<br />(B) m ETIffiTING LriY' ,E MRDac rl No. 44167
<br />- 1/4. 0 UPOON ANCHORS AS WWNFWFLM BY IT.IN BMIROL INC. T'LDRIDN► TNUR.ONIK CODE w Hurricane
<br />- 1/4. 0 X 7/r CALK-01 ANCHORS. AS ►ANW MrR M BY DEMIT INC. (rtn-1500 PAL) ,. /k A•rw 1It•0° r1C '� GAGE BALVAN�K STEEL ST01■ PAIK'L r'
<br />- 114-10 PANELIATE FEMALE ID AND PRNELIATE PLUS ANCORL AS MAIUFACRIRM BY ELCO CO6TAULTION %. ► OWN
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<br />WLUR FIAT FLAMER OF END PANEL BUT DID PANES ARE HOf COmECT[D TO EIOTIOY CRACK 1A STOP BM
<br />WHALL BE PROVIDED AT TOP OF WNGH NAAFIS
<br />(4)L IN CASE THAT ENO PANELS AK NOT COMLCED To BO'ttOM RACK O.•. A STOP BAR (4)- FOR NBWAAYI M8 WHEN END PMIELS AND SOME sIMM MW ARE DIRECTLY
<br />ffi ONLY USED Ai A LEAST 7W0 PANELS SHAL1 KI CONNECTER TO BOTTOM TMGH rOLRitEO TO EXISTING SILL WILL N6W5 a P/Wfl,MA77��S,, ONE INTEROIe PANEL
<br />LOUR SPECS ISNCA ON NONE (3) ABOVE N SIICH CASE, CONNECTION O' PANELS SOY K USm JOWRLY W RRACK AT EOTTOY ATTACHING BOTT011 TRACK TO WALL
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<br />1. E-2 HAND SIORw PANEL SNDWN ON THIS PRODUCT EVALATON DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN LI) WARM PAIR MENT OF TAPCON ANCHORS AND PANELMAE FEMME 0 A, PAMI LMATE PLUS INTO CONCRETE
<br />ACCONLWICE WITH THE 2020 (FU, EDITION) OF THE ROMA BUNGING CODE.. BLOCN SHALL BE 1 1/4•.
<br />FOR AI1MD >V D RE01AWIND LOADS SHALL ■ISD■ C WHIM THESE SMIITEPS MR) TERMINED AS PER SEICTION 1420 OF THE ABOW MENTIONED COOL �) MOWN EMBEDMENT EMBEDMENT RIM ART MA70 SHALL ANICHOPS OWL BE R 7/6' Baro CONCRETE.
<br />A DRELTONMUIC FAC10N Kd-O.M. t19RRi AGCE 7-16 NO S AU NOT EXCEED 7HE MR)0MW (AS.D.) 1/4' 0-20 SS SMCMX BOLTS USED SHALL BE LONG ENDUMO QUID ANY FINISH WTENML OUT) TO
<br />DESIGN PRESSURE IOOINGS INDICATED ON SHEETS 28 B, 25. ENGAGE 3/4• INTO ANCHORS.
<br />IN ORDER TO VERIFY THE MOVE CONDITION. ACTUATE OEM WIND LOADS DES® W PER ASCE 7-16
<br />SMALL SE FIRST REDUCED TO A.S.D. DESIGN RIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO BA) N CAN THAT PRECAST STOW. OR PRECAST CONCRETE PANELS BE FOUND ON THE OMM WALL
<br />TO COMPARE TIM W/ MAX. (GSA) DOM PIBSSRIE OXISM INCINED ON SNHBEIE 26 ! 26. ANCHORS WALL ■ LONG EIOLON TO REACH THE MAN WWCTIURE BEHIND SUCH xAEL.S. ANCHORAGE
<br />SHALL SE AS MENTOMED N B.1) AND N B.2).
<br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.6.0. AS IESTID WERE NOT OVER STRESSED, A 33X INCREASE
<br />N ML.OWAwE STRESS FOR WIND LOADS WAS N11L USED N THEIR AALYSIB. FASTENERS SPACING TO WOD HAS am
<br />DETERMINED N ACCORDANCE WITH NASL 2015. (C) �' BE INSTALLED FOLLOWING ALL OF THE REOMK OCAT O O AM SPECIFICATIONS OF THE AHCOR'S
<br />STORM PANEL'S AOEOWLY FOR IMPACT AND FATIGUE REMAMM HAS BEEN VERVEO N ACWpI WITH SEC7= 1626 a
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT % 2032. AS PROTOCOLS TAS-201. 11. R SHAL BE THE RES MIK" OF TILL CONmACtDR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE 04M SPATTER
<br />TAS-202 AM TAS-203, ISa TO ME PROPER AICIOIUIOi. TTRi SHUTTER SHALL ONLY SE ATFACMD TO CONCH L SLOCL
<br />2. THIS SYSTIEW HAS SEEN DESIGNED TO ■ INSTALLED ON THE OUTSIDE OF THE OPENING ACOESSRk THE OPENING FROM THE oil WOOD PUK OULDOW.
<br />NM W/O THE ICE Of A LADDER OR LIFT. THIS APPLICATION ffi VAN WHEN M167ALIATION IS INTENDED TO BE PERFORMED 12. THE NBTALIATON COMTRACICt IS TO SEK/CAIRX ALL SNUTIFR ODIPON ENT EDGES WHICH Rom" IN CONTIGOUS
<br />FROM THE SIM OF STWCIUR£. CONTACT WITH THE BUILDING TO PRfl£NT WRO/W M INTRUSION. CAARN AND SEAL SLITTER TRACKS ALL AROUND FLU
<br />3 SER[s 1000 INSTALLATION IS APPLICABLE TO STOLE AND DOUBLE HUNG STYLE WINDOWS WHEN RSWLAM IS REQUIRED TO ■ LENGTH.
<br />PERFORMED FROM THE ROM Or SIRUCILM 13. STORM PMEI INSTALLATION BALL COMPLY WITH SPECS INDICATED IN THIS DIAMOND PLUS ANY•BIILONC AND ZONING
<br />RECRATI NS PROVIDED BY THE ANDSOCRIOH WHERE MONT 6 APPLIED TO.
<br />4. SIEGES 2000 INSTALLATION ffi APPLICABLE TO SINGLE NO DOUBLE TILING AND HIORQONTA SUOERS STYLE wNooWs WHEN
<br />OWALIATION ffi REOURED TO I E PERFORMED FROM THE INSIDE OF STAL CTU E. 14_ MMM g100W4 AND DOCK INC. E - 2 WYIG SMM PANEL SYSTEN 13 FWBIR Pow&
<br />5. ALL ALLOWS," EXTRUSIONS 70 K SM-76 ALAI AM TEMPER. (UNLESS ONW MK NOTED) 1S. (D) THIS PRODUCT EOLLATON oO I"W ro.EGa PEPARED BY THIS ENGINEER Hs OEHEPoC AND DOES NOT PAWN
<br />NFOR AYIDN FOR A SITE 9PECIFiC PRWET. L- WHERE THE CODE CONDITIONS DE M FROM THE P.E.D.
<br />6. ALL AWMNW SHEET METAL USER AT CLOSURES SAW,), HAVE 3108-N7♦ ALLOY.
<br />(6) CONTRACTOR TO ■ RESPONSIBLE FOR THE SIDWOON. PLRCHASE AND RLSTALLATON VaLlOMO LIFE SAFETY OF
<br />7. ALL SIM SHEET METAL PANELS SOUL WE StRDTURAL QUALITY STEEL. AM A-653 GRADE 50 MA.. GALVMRZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVDEO HE/SHE DOES NOT DEMTE FROM THE COHORIOMS WARM ON
<br />!, DE701NTM W/Fy- SLS IOU (AFTER ROVED).. ren DoCWEM. comsm CTON SAFETY AT WIE B THE COVRRIIC/OR'S DY.
<br />L ALL sCRM TO BE STAINLESS STEEL 304 OR 315 ANSI SIErS ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (4) THIS PRODUCT EVALUATION DOCOIOIT WILL BE CONSIDERED IMAD IF MODIFIED
<br />50018 w/ 50 let YIELD STREJNGTH AND 90 IMT TENSILE STRENGTH ! WALL COMPLY W/ FLORIDA KXDM 000E SECTION 2411.3A4. (•) SITE SPECIFIC PIOJOCTS SOUL BE PREPARED BY A FLORA REMUM ENORFER OR ARC6TECT RNCN WILL
<br />s. BOLTS TO RE ASTY A-307 OALIAM= STEEL. OR AIN 304 SEINES STARLESS STEEL WITH 36 lei WOO YIELD SIBEN TH. BECOME THE D+ .M OF MOOSE (E.O.R.> fdR flE PRQELT AO WHO WRL BE I�PONSISI,E FOR THE PROPER
<br />USE OF THE P.E.O. E7+GOHEFR of IIE.CORO ACRNr M A oEIEQATHD ENGINEER To THE P.E.D. ENGINEER, STALL
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS: KOW TO INS LATTER M SITE SPECIFIC DRAYRM FOR KVIEN
<br />i� SO OOtREO (•) THIS PIZ SWILL BEM THE LATE AM OMOOM SEA. AND $M ATU E OF THE PROFESSIONAL ENSWEER OF
<br />- 1/4.0 TAPOON MCN4M AS MAtAUFAMRrD BY LT.W. BIMDEX. INC. (III. 1e-31.2 P.R.L) RECORD THAT PREPARED R.
<br />- 1/4" 0 X 7/r CAX-N ANCHORS, AS MAN1F'AOIURED BY OCIALT INC. (MIN. rg3000 PA.I.) 15 STORY PFFl MNIIFACTYNERTi tA■L SHALL BE LOCATED ON A READILY VISBIE LOCATION AT S7OIBH PANEL N
<br />- (I'a- PAND)AATE FEMALE 0 ! PANELIATE PLUS ANCHORS, AS IAAIIIFAL'IIIREb BY ELCO COISTRJCTIOI PRODUCTS. ACCORDANCE WITH SECTION 170 -6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL EE PLACES FOR EVERY OMMM
<br />(ra-3 '3.f0 P•W) LAEI M TO COMPLY WITH SECTION 1706A.2 OF M FLORIDA BUL■Ri COOS.
<br />Al) MINIMUM ENSEDYENT OF TAPCON ANCHORS INTO POURED CONCRETE BALL BE 1 3/4' AND 2• FOR PANELA"M
<br />FDAAF ID A, PANELWEE PLUS.
<br />A* WMW ON OMEW OF 1/4.0 X 7/0• CAX-IN ANCHORS WALL BE S 7/r INTO CONCRETE. NO EMBEDMENT RR0
<br />ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />1/4• 0-20 36 SOEMIAX BOLTS USED SMALL SE LONG T7OUGH(SHOIAD ANY FRM9M MATERIAL =0 TO ENGAGE 3/4'
<br />INTO ANCHORS.
<br />A.3) N CASE THAT PRECAST STOWL PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EflffiR/0 WALL OR
<br />FLOOR, ANCHORS SHALL BE LONG END" TO REALM THE MAN MIXTURE BEHIND SUCH PANELS. 44CMORW SHALL •�: • •VCEN�.'•.'�
<br />BE AS MENRED IN A1) AND IN A2).
<br />(B) m ETIffiTING LriY' ,E MRDac rl No. 44167
<br />- 1/4. 0 UPOON ANCHORS AS WWNFWFLM BY IT.IN BMIROL INC. T'LDRIDN► TNUR.ONIK CODE w Hurricane
<br />- 1/4. 0 X 7/r CALK-01 ANCHORS. AS ►ANW MrR M BY DEMIT INC. (rtn-1500 PAL) ,. /k A•rw 1It•0° r1C '� GAGE BALVAN�K STEEL ST01■ PAIK'L r'
<br />- 114-10 PANELIATE FEMALE ID AND PRNELIATE PLUS ANCORL AS MAIUFACRIRM BY ELCO CO6TAULTION %. ► OWN
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<br />1. E-2 HAND SIORw PANEL SNDWN ON THIS PRODUCT EVALATON DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN LI) WARM PAIR MENT OF TAPCON ANCHORS AND PANELMAE FEMME 0 A, PAMI LMATE PLUS INTO CONCRETE
<br />ACCONLWICE WITH THE 2020 (FU, EDITION) OF THE ROMA BUNGING CODE.. BLOCN SHALL BE 1 1/4•.
<br />FOR AI1MD >V D RE01AWIND LOADS SHALL ■ISD■ C WHIM THESE SMIITEPS MR) TERMINED AS PER SEICTION 1420 OF THE ABOW MENTIONED COOL �) MOWN EMBEDMENT EMBEDMENT RIM ART MA70 SHALL ANICHOPS OWL BE R 7/6' Baro CONCRETE.
<br />A DRELTONMUIC FAC10N Kd-O.M. t19RRi AGCE 7-16 NO S AU NOT EXCEED 7HE MR)0MW (AS.D.) 1/4' 0-20 SS SMCMX BOLTS USED SHALL BE LONG ENDUMO QUID ANY FINISH WTENML OUT) TO
<br />DESIGN PRESSURE IOOINGS INDICATED ON SHEETS 28 B, 25. ENGAGE 3/4• INTO ANCHORS.
<br />IN ORDER TO VERIFY THE MOVE CONDITION. ACTUATE OEM WIND LOADS DES® W PER ASCE 7-16
<br />SMALL SE FIRST REDUCED TO A.S.D. DESIGN RIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO BA) N CAN THAT PRECAST STOW. OR PRECAST CONCRETE PANELS BE FOUND ON THE OMM WALL
<br />TO COMPARE TIM W/ MAX. (GSA) DOM PIBSSRIE OXISM INCINED ON SNHBEIE 26 ! 26. ANCHORS WALL ■ LONG EIOLON TO REACH THE MAN WWCTIURE BEHIND SUCH xAEL.S. ANCHORAGE
<br />SHALL SE AS MENTOMED N B.1) AND N B.2).
<br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.6.0. AS IESTID WERE NOT OVER STRESSED, A 33X INCREASE
<br />N ML.OWAwE STRESS FOR WIND LOADS WAS N11L USED N THEIR AALYSIB. FASTENERS SPACING TO WOD HAS am
<br />DETERMINED N ACCORDANCE WITH NASL 2015. (C) �' BE INSTALLED FOLLOWING ALL OF THE REOMK OCAT O O AM SPECIFICATIONS OF THE AHCOR'S
<br />STORM PANEL'S AOEOWLY FOR IMPACT AND FATIGUE REMAMM HAS BEEN VERVEO N ACWpI WITH SEC7= 1626 a
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT % 2032. AS PROTOCOLS TAS-201. 11. R SHAL BE THE RES MIK" OF TILL CONmACtDR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE 04M SPATTER
<br />TAS-202 AM TAS-203, ISa TO ME PROPER AICIOIUIOi. TTRi SHUTTER SHALL ONLY SE ATFACMD TO CONCH L SLOCL
<br />2. THIS SYSTIEW HAS SEEN DESIGNED TO ■ INSTALLED ON THE OUTSIDE OF THE OPENING ACOESSRk THE OPENING FROM THE oil WOOD PUK OULDOW.
<br />NM W/O THE ICE Of A LADDER OR LIFT. THIS APPLICATION ffi VAN WHEN M167ALIATION IS INTENDED TO BE PERFORMED 12. THE NBTALIATON COMTRACICt IS TO SEK/CAIRX ALL SNUTIFR ODIPON ENT EDGES WHICH Rom" IN CONTIGOUS
<br />FROM THE SIM OF STWCIUR£. CONTACT WITH THE BUILDING TO PRfl£NT WRO/W M INTRUSION. CAARN AND SEAL SLITTER TRACKS ALL AROUND FLU
<br />3 SER[s 1000 INSTALLATION IS APPLICABLE TO STOLE AND DOUBLE HUNG STYLE WINDOWS WHEN RSWLAM IS REQUIRED TO ■ LENGTH.
<br />PERFORMED FROM THE ROM Or SIRUCILM 13. STORM PMEI INSTALLATION BALL COMPLY WITH SPECS INDICATED IN THIS DIAMOND PLUS ANY•BIILONC AND ZONING
<br />RECRATI NS PROVIDED BY THE ANDSOCRIOH WHERE MONT 6 APPLIED TO.
<br />4. SIEGES 2000 INSTALLATION ffi APPLICABLE TO SINGLE NO DOUBLE TILING AND HIORQONTA SUOERS STYLE wNooWs WHEN
<br />OWALIATION ffi REOURED TO I E PERFORMED FROM THE INSIDE OF STAL CTU E. 14_ MMM g100W4 AND DOCK INC. E - 2 WYIG SMM PANEL SYSTEN 13 FWBIR Pow&
<br />5. ALL ALLOWS," EXTRUSIONS 70 K SM-76 ALAI AM TEMPER. (UNLESS ONW MK NOTED) 1S. (D) THIS PRODUCT EOLLATON oO I"W ro.EGa PEPARED BY THIS ENGINEER Hs OEHEPoC AND DOES NOT PAWN
<br />NFOR AYIDN FOR A SITE 9PECIFiC PRWET. L- WHERE THE CODE CONDITIONS DE M FROM THE P.E.D.
<br />6. ALL AWMNW SHEET METAL USER AT CLOSURES SAW,), HAVE 3108-N7♦ ALLOY.
<br />(6) CONTRACTOR TO ■ RESPONSIBLE FOR THE SIDWOON. PLRCHASE AND RLSTALLATON VaLlOMO LIFE SAFETY OF
<br />7. ALL SIM SHEET METAL PANELS SOUL WE StRDTURAL QUALITY STEEL. AM A-653 GRADE 50 MA.. GALVMRZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVDEO HE/SHE DOES NOT DEMTE FROM THE COHORIOMS WARM ON
<br />!, DE701NTM W/Fy- SLS IOU (AFTER ROVED).. ren DoCWEM. comsm CTON SAFETY AT WIE B THE COVRRIIC/OR'S DY.
<br />L ALL sCRM TO BE STAINLESS STEEL 304 OR 315 ANSI SIErS ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (4) THIS PRODUCT EVALUATION DOCOIOIT WILL BE CONSIDERED IMAD IF MODIFIED
<br />50018 w/ 50 let YIELD STREJNGTH AND 90 IMT TENSILE STRENGTH ! WALL COMPLY W/ FLORIDA KXDM 000E SECTION 2411.3A4. (•) SITE SPECIFIC PIOJOCTS SOUL BE PREPARED BY A FLORA REMUM ENORFER OR ARC6TECT RNCN WILL
<br />s. BOLTS TO RE ASTY A-307 OALIAM= STEEL. OR AIN 304 SEINES STARLESS STEEL WITH 36 lei WOO YIELD SIBEN TH. BECOME THE D+ .M OF MOOSE (E.O.R.> fdR flE PRQELT AO WHO WRL BE I�PONSISI,E FOR THE PROPER
<br />USE OF THE P.E.O. E7+GOHEFR of IIE.CORO ACRNr M A oEIEQATHD ENGINEER To THE P.E.D. ENGINEER, STALL
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS: KOW TO INS LATTER M SITE SPECIFIC DRAYRM FOR KVIEN
<br />i� SO OOtREO (•) THIS PIZ SWILL BEM THE LATE AM OMOOM SEA. AND $M ATU E OF THE PROFESSIONAL ENSWEER OF
<br />- 1/4.0 TAPOON MCN4M AS MAtAUFAMRrD BY LT.W. BIMDEX. INC. (III. 1e-31.2 P.R.L) RECORD THAT PREPARED R.
<br />- 1/4" 0 X 7/r CAX-N ANCHORS, AS MAN1F'AOIURED BY OCIALT INC. (MIN. rg3000 PA.I.) 15 STORY PFFl MNIIFACTYNERTi tA■L SHALL BE LOCATED ON A READILY VISBIE LOCATION AT S7OIBH PANEL N
<br />- (I'a- PAND)AATE FEMALE 0 ! PANELIATE PLUS ANCHORS, AS IAAIIIFAL'IIIREb BY ELCO COISTRJCTIOI PRODUCTS. ACCORDANCE WITH SECTION 170 -6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL EE PLACES FOR EVERY OMMM
<br />(ra-3 '3.f0 P•W) LAEI M TO COMPLY WITH SECTION 1706A.2 OF M FLORIDA BUL■Ri COOS.
<br />Al) MINIMUM ENSEDYENT OF TAPCON ANCHORS INTO POURED CONCRETE BALL BE 1 3/4' AND 2• FOR PANELA"M
<br />FDAAF ID A, PANELWEE PLUS.
<br />A* WMW ON OMEW OF 1/4.0 X 7/0• CAX-IN ANCHORS WALL BE S 7/r INTO CONCRETE. NO EMBEDMENT RR0
<br />ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />1/4• 0-20 36 SOEMIAX BOLTS USED SMALL SE LONG T7OUGH(SHOIAD ANY FRM9M MATERIAL =0 TO ENGAGE 3/4'
<br />INTO ANCHORS.
<br />A.3) N CASE THAT PRECAST STOWL PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EflffiR/0 WALL OR
<br />FLOOR, ANCHORS SHALL BE LONG END" TO REALM THE MAN MIXTURE BEHIND SUCH PANELS. 44CMORW SHALL •�: • •VCEN�.'•.'�
<br />BE AS MENRED IN A1) AND IN A2).
<br />(B) m ETIffiTING LriY' ,E MRDac rl No. 44167
<br />- 1/4. 0 UPOON ANCHORS AS WWNFWFLM BY IT.IN BMIROL INC. T'LDRIDN► TNUR.ONIK CODE w Hurricane
<br />- 1/4. 0 X 7/r CALK-01 ANCHORS. AS ►ANW MrR M BY DEMIT INC. (rtn-1500 PAL) ,. /k A•rw 1It•0° r1C '� GAGE BALVAN�K STEEL ST01■ PAIK'L r'
<br />- 114-10 PANELIATE FEMALE ID AND PRNELIATE PLUS ANCORL AS MAIUFACRIRM BY ELCO CO6TAULTION %. ► OWN
<br />PROOIC'IS (rm-2071 PAUJ ....
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