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<br />(4). N CAN THAT ENDPANELSARE NOT NXX6ECRD ro BOTTOM COATRACK Q.P. A SLOP eat (4). FOR *dVAAARONS WPM DID PANELS AND SOME N,EPoOR PAEL! ARE COM M.Y
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<br />ACCORDANCE WIN THE 2020 (7U EDITION) OF THE FLORIDA 6ULD610 COM BLIGHT SHALL R , 1/4'.
<br />DESIGN NSA LOADS SHALL R DETERMINED AS PER SOLTDN 1620 OF THE ABOVE ME)MV0 CODE, IL2) MINAAM D�DM&WT OF 1/4•0 X 7/6- CAIX-IN ANCHORS SHALL BE 15 7/6- INTO CONCIE7E,
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<br />OEM PRESS PATHOS INDICATED ON SLEETS 25 A %. ENGAGE 3/4• NTO ANCHORS.
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<br />SHAL DE FIRST R� To A.S.D. DESGN WIND LOADS BY MULT KVNG THEM BY 0.6 N ORDER ro 8.3) N CASE THAT PRECAST STONE. OR PRECAST COMGrETE PANELS BE FGRq ON THE OWNS WALL
<br />TO BARE THESE W/ MAX (AS.D) DESIWH PRiBkAE RA16AS 14DIMTED ON 04CM 25 A 26. ANCHORS SHALL !E LONG MUM To REACH THE MAIN STWR,TUIN SEIM SUCH RVINENS. ANCHOIMGE
<br />SMALL 6E M MENTIONED N B.1) AND N ILI).
<br />N ORDER ro VERIFY THAT WIND LOAM
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<br />*CREASE
<br />N ALLOWABLE STRESS FOR WIND LOADS WAS !� USED N 111E1R ANALYSIS. PASTDNIB SPACING ro W000 WAS BEd
<br />DETERMINED N ACCORDMCE SRN w.D.S 2015, (C) �• BE INSTAUED FOLLOVIM ALL OF THE RECOIYENWiOHa AMC SPECIFICATIONS OF THE A 000E S
<br />STORY PNEL3 AOV)UCY FOR IMPACT AND FIATIOIE RESISTANCE HAS BEEN VERY ED N ADOORCANCE WITH SECTION I626 OF
<br />THE ABOVE M ENTONED CODE AS PER r0E51MlIGH TESTING LABORMOM. NC IV= / 20U, A: PROTOCOLS TAt-20,, 11, IT SHALL BE THE RESPONSWUN OF THE CONTRACTOR To VEWY ME SMKWES$ Of THE STRUCTURE WHERE E NTTEA
<br />TAS-202 AND TAB-203. a TO BE ATTACK TO 6F$M PROPER NOIORADC D6S SWIM WALL ONLY 6E MTACHM 10 OONCR M 9-M
<br />OR WOOD FRAME BULBWOIL
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<br />INSIDE W/O TEE UK OF A IAODER OR UHT. TNa AtPLft?ON a YAM WHETS fWALIATXNA a WIDOW TO ■ P�ORMED 12. THE 0WALI KTON CONTRACTOR a TO SEAVCNUIX ALL SKITTER COMPONENT ED= WWg1 R844H N CWMAj I6
<br />FROM THE NWOE OF STRUCTURE. ACT WITH THE BUILDING To PRrKXT W00/RAIN NTRUWON. CAULK AND SEA, $HUITER TRAM ALL MOM FULL
<br />3. SERIES 1000 NSTAIATON a APPLICABLE To SWU AND DOABLE HIANG STYLE WINDOWS WHEN INSTALLATION a REWIRED 70 BE LEXIM
<br />PERFORMED FROM THE DISDE or SMOUCTAEE. 11 STORY PAEL IWAWRION SHALL COMPLY WITH SPECS I DICAVED N THIS ORANNG PLLIS ANY BUWONO NO ZONING
<br />1A WTONS PROVED Of THE JUFUSDLION WHERE PEW, a APPLIED TO.
<br />4. SERIES ZOOM NN6iutATAN a APPUGMLE ro SIN<AE FAD DOUBLE HUNG AND iNORgpRAL SIJDERS 511'LE WINDOWS WHEN
<br />NSTALMATDN a MEOMED TO ■ PERFORMED FROM THE NWDE Of STRUCTURE. 14. ATRIUM WINDOW AND 0001M7, INC. E - Z WOO STORM PANEL SYSRMP• a PWW P6fBw.
<br />5. ALL NAUMAN 00RU$lONS TO BE 6063-T6 ALLOY AND TETIPER. (UNLESS OTHERWISE NOTED) 15. (A) THIS PROMO EVAUAT" OOCUIETIT (Pi.D.) PREPARED BY TINS DO " a GENERIC AND DOES NOT PROVIDE
<br />Di'ORMA710N FOR A SITE SPECW)C • I.P. DIRER[ THE SITE COMMONS DEVMTE FROM THE PLEA.
<br />S. ALL ALAR6NM SHEET METAL USED M 12.17g1Mi$ SILLL WALE S10D-k,i AtIOY.
<br />W CONTRACTOR TO BE RESPONSIBLE FOR THE SD.ECDON. PURCHASE AND DATAlATION DiCLUDINQ LFT SAETY OF
<br />7. ALL SM SHEET METAL PANELS SHALL NONE STRUCTURAL QUALITY STM ASTM A-653 GRACE 30 MA., OA.YA6ZE0 STEEL THIS PRODUCT BASED ON THIS P.E.D. PROMEO NVSiE DOES NOT DflMTE iMM THE CONDITIONS DETARED M
<br />DESIGNATION Wl" 3" kM (WHEN ROUND). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS .
<br />Q ALL SCRIMS TO BE STAR&= STEEL 304 OR 316 AID SUM OR CORN OSft REWMANT COATED CARBON STEEL AS PER DN (4) THIS PRODUCT EVA.WATON DOCUMENT WL]. BE CONEDERED N.ALD ■ YODnW
<br />50016 W/ 50 fW YIELD $?REMOTE AND W W TENSILE STRdaBI A SWILL COMPLY W/ RO QA SURDA C CODE SECTOR 2411.3.14. (4) SITE SPECIM PROJECTS WALL BE PREPARED BY A flOADA KOISTE EO &WODIEET OR MdNECT WHICH VALL
<br />w. SOL73 TO BE ASIM A-307 CALVIAPIREO STEEL, OR Aal 304 SEISES STAPLESS STEEL. MATH 36 im MNMAI YELD STRENGTH. BECOME THE DARNER Of (E.aR.) fOR 71E PRD ECT ND WH10 WILL BE RE�OFMBLE FOR THE PROPER
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<br />10. ANCHORS 70 WALL SHALL BE AS FOU Mr• SAW ro THIS LATTER THE SITE SIAECN DAMwIGS FOR REVEAL.
<br />(A) TD EY15Ff1E POURED Mbrjm-
<br />(P) S THE DATE A1A WO6iA. SEAL AND sIWMT4lIE OF THE PROFESSIONAL ENGINEER Or
<br />- I/4'0 TAPCON ANCHORS AS Iw116B7VCTIREO BY I.T.W. BLADE%. NC. (MIN. ra.3462 P-aL) RECORD THAT PREPARED
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<br />PAFIEtAMtTE itMAI.E ID A PANAA7E PLUS ANCHORS. AS MMNIPACRXWD 6V EI.CD CONSTRICTION PNIDt1L•IIS. ACCORDANCE LATH SECTION 17W.4.3 OF PLUNDA BUILDING CAE.. ONE LABEL. SHALL R RACED FOR EVERY CPO".
<br />(re�T350 P.aR.) L*0CUN0 TO COW+LY WITH SECTION 1706.9.2 OF THE FLORIDA OURA G COOS.
<br />At) NA MUM EMSEDME(T OF TAPOON ANCHORS INTO POURED CONCRETE SHAM. BE 1 3/4- AND 2- FOR PARamm
<br />FEMALE ID A FANEUMAVE PUNS,
<br />A2) MINIMUM DBEDMLNT OF 1/4'N X 7/r CALX-IN ANNCHM SHALL BE a 7fe' INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH WTDIAI. SHALL BE PEIMMIIM.
<br />;/44. 6 Sr1MMMX BOLTS USED SHILL BE LORD EMOUGI(SHOK" ANY FRMWN LM7 70L MAST) ro ENGAGE 3/4-
<br />ANCHORS. A TJLl,_
<br />A3J N CASE THAT INNCABT 51o1E. PRECAST CONCRETE PAADS, OR PANERS 0& FOUND, ON THE EIDSIAIG WALL OR ,♦� ^""'•
<br />FLOOR. ANC MEAL SMALL BE LONO ETNUMI ro RAM THE MAIN STRUCTURE REMIND SUCH PANELS. ANCHOAGE WILL .•"'•�CEN�(.'%
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<br />- 1/4- A TAPCON ANCHORS AS MANRAACILRED BY I.T.W. BAR DEL. INC. FUN14DA WILDW CODE Vw NMMwaHI
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<br />- I14-,0 PAELMATE FD AE D AND PANELWTE PLUS ANCHORS. AS M&NUFACTUI= BY ELCO L•ONSTRUCROK , : wIHI
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<br />N MOPES+ 1AM_M_A � IEAIMi 4EEtYY S48T01
<br />I. E-Z HIM SION PANEL SHOWN ON THIS PRODUCT EtMtIXTION DOCUMENT (PE..O.) WAS BEEN MWFlED FOR COMAMOICE N &I) MNIMUM EMBEDMENT OF TAPCON M604M NO PANEEYATE FEMAE D A PANPLMW PLUS NTO CCRMn
<br />ACCORDANCE WIN THE 2020 (7U EDITION) OF THE FLORIDA 6ULD610 COM BLIGHT SHALL R , 1/4'.
<br />DESIGN NSA LOADS SHALL R DETERMINED AS PER SOLTDN 1620 OF THE ABOVE ME)MV0 CODE, IL2) MINAAM D�DM&WT OF 1/4•0 X 7/6- CAIX-IN ANCHORS SHALL BE 15 7/6- INTO CONCIE7E,
<br />TOR A 1MDNTt SPEED AS RBDIMND M 71E i:60t K WHERE THESE SNUTfE6S 1FN.l BE WIBTgLEO AND NO EMBEDMENT INTO ANY FINISH MATERIAL WALL BE PERMITTED.
<br />FOR A OtlECfDNAUiY fACroR KMD.BS U56A ASCE 7-16 AND SHALL NOT t7TNXE'D 8E MAXIMUTA (ASD.) 1/4' 0-20 SS SIDETWLX BOLTS USED SHALL R LONG � ANY FINISH WTERAL. DNS+) 70
<br />OEM PRESS PATHOS INDICATED ON SLEETS 25 A %. ENGAGE 3/4• NTO ANCHORS.
<br />N OLDER TO VERIFY THE ABOVE CMBMRON. ULTIMATE OEM WIND LOADS DETERMINED PEN ASCE 7-16
<br />SHAL DE FIRST R� To A.S.D. DESGN WIND LOADS BY MULT KVNG THEM BY 0.6 N ORDER ro 8.3) N CASE THAT PRECAST STONE. OR PRECAST COMGrETE PANELS BE FGRq ON THE OWNS WALL
<br />TO BARE THESE W/ MAX (AS.D) DESIWH PRiBkAE RA16AS 14DIMTED ON 04CM 25 A 26. ANCHORS SHALL !E LONG MUM To REACH THE MAIN STWR,TUIN SEIM SUCH RVINENS. ANCHOIMGE
<br />SMALL 6E M MENTIONED N B.1) AND N ILI).
<br />N ORDER ro VERIFY THAT WIND LOAM
<br />ANDWAS UKANCHORSUSE ON THIS PLo. AS TESTED WERE NOT OVER STRESSED, A KEN
<br />*CREASE
<br />N ALLOWABLE STRESS FOR WIND LOADS WAS !� USED N 111E1R ANALYSIS. PASTDNIB SPACING ro W000 WAS BEd
<br />DETERMINED N ACCORDMCE SRN w.D.S 2015, (C) �• BE INSTAUED FOLLOVIM ALL OF THE RECOIYENWiOHa AMC SPECIFICATIONS OF THE A 000E S
<br />STORY PNEL3 AOV)UCY FOR IMPACT AND FIATIOIE RESISTANCE HAS BEEN VERY ED N ADOORCANCE WITH SECTION I626 OF
<br />THE ABOVE M ENTONED CODE AS PER r0E51MlIGH TESTING LABORMOM. NC IV= / 20U, A: PROTOCOLS TAt-20,, 11, IT SHALL BE THE RESPONSWUN OF THE CONTRACTOR To VEWY ME SMKWES$ Of THE STRUCTURE WHERE E NTTEA
<br />TAS-202 AND TAB-203. a TO BE ATTACK TO 6F$M PROPER NOIORADC D6S SWIM WALL ONLY 6E MTACHM 10 OONCR M 9-M
<br />OR WOOD FRAME BULBWOIL
<br />2. iNa SYSTEM ivS BE&W OESgNED ro ■ INSTALLED ON THE OUTSIDE OF THE OPETB+O Af'C6BSNI6 THE HX'F3NA FROMA THE
<br />INSIDE W/O TEE UK OF A IAODER OR UHT. TNa AtPLft?ON a YAM WHETS fWALIATXNA a WIDOW TO ■ P�ORMED 12. THE 0WALI KTON CONTRACTOR a TO SEAVCNUIX ALL SKITTER COMPONENT ED= WWg1 R844H N CWMAj I6
<br />FROM THE NWOE OF STRUCTURE. ACT WITH THE BUILDING To PRrKXT W00/RAIN NTRUWON. CAULK AND SEA, $HUITER TRAM ALL MOM FULL
<br />3. SERIES 1000 NSTAIATON a APPLICABLE To SWU AND DOABLE HIANG STYLE WINDOWS WHEN INSTALLATION a REWIRED 70 BE LEXIM
<br />PERFORMED FROM THE DISDE or SMOUCTAEE. 11 STORY PAEL IWAWRION SHALL COMPLY WITH SPECS I DICAVED N THIS ORANNG PLLIS ANY BUWONO NO ZONING
<br />1A WTONS PROVED Of THE JUFUSDLION WHERE PEW, a APPLIED TO.
<br />4. SERIES ZOOM NN6iutATAN a APPUGMLE ro SIN<AE FAD DOUBLE HUNG AND iNORgpRAL SIJDERS 511'LE WINDOWS WHEN
<br />NSTALMATDN a MEOMED TO ■ PERFORMED FROM THE NWDE Of STRUCTURE. 14. ATRIUM WINDOW AND 0001M7, INC. E - Z WOO STORM PANEL SYSRMP• a PWW P6fBw.
<br />5. ALL NAUMAN 00RU$lONS TO BE 6063-T6 ALLOY AND TETIPER. (UNLESS OTHERWISE NOTED) 15. (A) THIS PROMO EVAUAT" OOCUIETIT (Pi.D.) PREPARED BY TINS DO " a GENERIC AND DOES NOT PROVIDE
<br />Di'ORMA710N FOR A SITE SPECW)C • I.P. DIRER[ THE SITE COMMONS DEVMTE FROM THE PLEA.
<br />S. ALL ALAR6NM SHEET METAL USED M 12.17g1Mi$ SILLL WALE S10D-k,i AtIOY.
<br />W CONTRACTOR TO BE RESPONSIBLE FOR THE SD.ECDON. PURCHASE AND DATAlATION DiCLUDINQ LFT SAETY OF
<br />7. ALL SM SHEET METAL PANELS SHALL NONE STRUCTURAL QUALITY STM ASTM A-653 GRACE 30 MA., OA.YA6ZE0 STEEL THIS PRODUCT BASED ON THIS P.E.D. PROMEO NVSiE DOES NOT DflMTE iMM THE CONDITIONS DETARED M
<br />DESIGNATION Wl" 3" kM (WHEN ROUND). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS .
<br />Q ALL SCRIMS TO BE STAR&= STEEL 304 OR 316 AID SUM OR CORN OSft REWMANT COATED CARBON STEEL AS PER DN (4) THIS PRODUCT EVA.WATON DOCUMENT WL]. BE CONEDERED N.ALD ■ YODnW
<br />50016 W/ 50 fW YIELD $?REMOTE AND W W TENSILE STRdaBI A SWILL COMPLY W/ RO QA SURDA C CODE SECTOR 2411.3.14. (4) SITE SPECIM PROJECTS WALL BE PREPARED BY A flOADA KOISTE EO &WODIEET OR MdNECT WHICH VALL
<br />w. SOL73 TO BE ASIM A-307 CALVIAPIREO STEEL, OR Aal 304 SEISES STAPLESS STEEL. MATH 36 im MNMAI YELD STRENGTH. BECOME THE DARNER Of (E.aR.) fOR 71E PRD ECT ND WH10 WILL BE RE�OFMBLE FOR THE PROPER
<br />USE OF THE PLO. d�EfR of IIECdID ACVW AS A ORWgm &WINNER TO THE PLD. ENONOM, SILL
<br />10. ANCHORS 70 WALL SHALL BE AS FOU Mr• SAW ro THIS LATTER THE SITE SIAECN DAMwIGS FOR REVEAL.
<br />(A) TD EY15Ff1E POURED Mbrjm-
<br />(P) S THE DATE A1A WO6iA. SEAL AND sIWMT4lIE OF THE PROFESSIONAL ENGINEER Or
<br />- I/4'0 TAPCON ANCHORS AS Iw116B7VCTIREO BY I.T.W. BLADE%. NC. (MIN. ra.3462 P-aL) RECORD THAT PREPARED
<br />- 1/4• W X 7/r 0MX-W ANCHORS, AS MAMIFACRIRED BY DMALT INC. (MAN. ro-3000 O.W.H.) ,S 9i(INY PANEL MARUFACRRER`S UI■1. SILL BE LOCATED ON A SEAMY MBHBI.E LOCATION M STOBI PANEL N
<br />- /I4-1
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<br />PAFIEtAMtTE itMAI.E ID A PANAA7E PLUS ANCHORS. AS MMNIPACRXWD 6V EI.CD CONSTRICTION PNIDt1L•IIS. ACCORDANCE LATH SECTION 17W.4.3 OF PLUNDA BUILDING CAE.. ONE LABEL. SHALL R RACED FOR EVERY CPO".
<br />(re�T350 P.aR.) L*0CUN0 TO COW+LY WITH SECTION 1706.9.2 OF THE FLORIDA OURA G COOS.
<br />At) NA MUM EMSEDME(T OF TAPOON ANCHORS INTO POURED CONCRETE SHAM. BE 1 3/4- AND 2- FOR PARamm
<br />FEMALE ID A FANEUMAVE PUNS,
<br />A2) MINIMUM DBEDMLNT OF 1/4'N X 7/r CALX-IN ANNCHM SHALL BE a 7fe' INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH WTDIAI. SHALL BE PEIMMIIM.
<br />;/44. 6 Sr1MMMX BOLTS USED SHILL BE LORD EMOUGI(SHOK" ANY FRMWN LM7 70L MAST) ro ENGAGE 3/4-
<br />ANCHORS. A TJLl,_
<br />A3J N CASE THAT INNCABT 51o1E. PRECAST CONCRETE PAADS, OR PANERS 0& FOUND, ON THE EIDSIAIG WALL OR ,♦� ^""'•
<br />FLOOR. ANC MEAL SMALL BE LONO ETNUMI ro RAM THE MAIN STRUCTURE REMIND SUCH PANELS. ANCHOAGE WILL .•"'•�CEN�(.'%
<br />BE AS MENTN ED IN Ai) AND IN A.2).
<br />(B) m EXeTAHO fdtNJiETE er. i o. 44167
<br />- 1/4- A TAPCON ANCHORS AS MANRAACILRED BY I.T.W. BAR DEL. INC. FUN14DA WILDW CODE Vw NMMwaHI
<br />- 1/4' P X T/r CALA-w MOCK AS HWMACRRED BY DENIXT INC. 0*m 1500 P-83.) Qom. ANk '� 1In00. ML 2D BAK oxvm m STEEL STGWI PANEL F
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