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<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON �HIS P1,O. AS TESTED WERE NOT OVER STREWED, A 33X INCREASE
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<br />STCRAI PMEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1825 OF
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<br />A. SERIES 2000 INSTAILLAIVON IS APPLICABLE TO SINGUE AND DOUBLE HUNIC AND HORFZONIAI SLVERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
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<br />INFORMATION DR A SEE SPECIFIC PROUIECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-C,D
<br />6� ALL ALUMINUM SHEET MFrAL USED At UQSVR-,S SHALL PAVE 3105-H14 AUDY,
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<br />CONTRACTOR ,O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SVC" OF
<br />7. ALL STEEL SHEET METAL PAN" SHALL HAVE SIOUCILIPAL DUALITY STEEI, ASTM A-652l, GRADE 50 Alm, 0.4-364,0ZED STEEL THIS PRODUCT BASED ON THIS PE,C. PROVIDED HF/54E WES NOT DEVIATE FROM THE CONDITIONS trVALET) ON
<br />06SKIMAITION WIFy. 58.5 VAT (AFTER, ROLLJED). THIS DOCUMENT CONSTRUCTION SAFE AT SITE IS THE CONTRADIDIT'S RESPONSIBILITY,
<br />5- ALL SCREWS TO BE STAINLESS STEEL "A OR ZIO AST SERIFS OR CORROSION RESISTANT CITATED CARBON STEEL AS REG DIN (e) THIS PRODUCT EVALUAII014 DOCLNENT WILL 89 CONSIDERED INVADO IF UMFIM
<br />SOOTS W1 50 kIli YIELD STRENGTH AND 91) Cli TENSILE I'TRENGTh & SHAUL COMPLY W/ FLORIDA BUILDING CODE SECTION ZAII.3-3.4 (d) WE SPECIFIC PROJECTS SMALAL BE PREPARED BY A FLORIDA REGISTERED FNDMEFR OR ARCHIrur WMC14 WILL
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<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON �HIS P1,O. AS TESTED WERE NOT OVER STREWED, A 33X INCREASE
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<br />MANUFACTURER,
<br />STCRAI PMEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1825 OF
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<br />1 THIS SYSTEM HAS BEEN DESIGNED TO BE IRSIALLED ON THE OUTSIDE Or THE OPENNO AL OR WOOD FRAME BUILDINGS.
<br />INSIDE W/O THE USE OF A LADDER OR UFT, THIS APPLICATION IS VAUD WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUC ALL SHUTTER COMPONENT EDi WHICH REMAIN IN CONTINUOUS
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<br />3. SERIES TOM INSTALLATION IS APPLICABLE TO SINCIE MO DOUBLE HUNG STYLE WINDOWS WHEN NSTALIAITON IS REWRED TO BE LENGTH
<br />PERFORMED FROM THE INSIDE Or STRUCIVIRE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRTAWFNG FLuS ANY BuILDING AND IONING
<br />A. SERIES 2000 INSTAILLAIVON IS APPLICABLE TO SINGUE AND DOUBLE HUNIC AND HORFZONIAI SLVERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />flSoALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE Of S`FRUCTURE. " ATRIUM WINDOWS AND DOORS, INC E - Z HANG STORM PANEL SYSTEM' IS PATENT PENDING
<br />-1. ALL ALUMINUM EXTRUSIONS TO BE &063-16 ALLOY AND 1EMPER (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT4AILLAIJON DOCUMENT (PE-D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRON111C
<br />INFORMATION DR A SEE SPECIFIC PROUIECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-C,D
<br />6� ALL ALUMINUM SHEET MFrAL USED At UQSVR-,S SHALL PAVE 3105-H14 AUDY,
<br />(t,3 .
<br />CONTRACTOR ,O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SVC" OF
<br />7. ALL STEEL SHEET METAL PAN" SHALL HAVE SIOUCILIPAL DUALITY STEEI, ASTM A-652l, GRADE 50 Alm, 0.4-364,0ZED STEEL THIS PRODUCT BASED ON THIS PE,C. PROVIDED HF/54E WES NOT DEVIATE FROM THE CONDITIONS trVALET) ON
<br />06SKIMAITION WIFy. 58.5 VAT (AFTER, ROLLJED). THIS DOCUMENT CONSTRUCTION SAFE AT SITE IS THE CONTRADIDIT'S RESPONSIBILITY,
<br />5- ALL SCREWS TO BE STAINLESS STEEL "A OR ZIO AST SERIFS OR CORROSION RESISTANT CITATED CARBON STEEL AS REG DIN (e) THIS PRODUCT EVALUAII014 DOCLNENT WILL 89 CONSIDERED INVADO IF UMFIM
<br />SOOTS W1 50 kIli YIELD STRENGTH AND 91) Cli TENSILE I'TRENGTh & SHAUL COMPLY W/ FLORIDA BUILDING CODE SECTION ZAII.3-3.4 (d) WE SPECIFIC PROJECTS SMALAL BE PREPARED BY A FLORIDA REGISTERED FNDMEFR OR ARCHIrur WMC14 WILL
<br />9� BOLTS TO BE ASTM A-307 GALVANIZED STE111- OR ATSI 304 SERIES STAINLESS STEEL, WiTH 36 III, MINIMUM `61ELD STRENGTH. BECOME THE ENGINEER OF RECORD (C,OLR.) FOR THE PROjECT AND WHO WILL BC RESPONSIBLE 'OR THE PROPER
<br />U517, OF THI. P�E.D, ENGINEER OF RECORD� ACTING AS A DELEGATED ENGINEER TO THE PX11, EMOINEER. SHAL,
<br />10� ANCHORS TO WALL SMALL BE AS FOLLOWS SUBMIT TO THIS 'AFTER 7HE SM SPECIFIC DRAWINGS FOR REVIEW
<br />I IA) M-DLMWMURED-_QfLRETE: (e) THIS PIE-11 SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF TNE PROFESSIONAL ENGINEER OF
<br />: I/4.00TAPCON ANCHORS AS MANUFACTURED BY iTW RVILDEX, INC. (MIN. f'C-3192 P.*,i) RECORD THAT PPEPARME- ,IT
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<br />I - I I A- To PANELMATE FEMALE TO & PANE�MAIIE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSPRUCGON f1fibi ACCORDANCE Wait SECTION 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SMALL OF PLACED FOR EVERY OPENING
<br />. (V3350 P., Li LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING COM
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<br />ACCORDANCE WITH T14E 2,020 (7th EDITION) OF TKE FLORIDA BUILDING CODE- Ep OCK SHALL BE I 1/4,
<br />DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION I S20 OF THE ABOVE MENTIONED COEC� 112) MINIMUM EMBRIM(Eiff OF 1/4-0 X 7/8- CAUX-IN ANCHORS SHALL BE IS ?/8" INTO CONCRETE.
<br />Fop A WING SPEED AS REOUIRtD BY THE JURTSDUTION irRE THESE S.4VF1TRS WILL BE INSTALLED Ad� NO �MBEOMENI INTO ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />A
<br />FOR A DIRCCIFIDNAUTY FACTOR K4�0,85. USING ASOE 1-1 AND SHALL NOT EXCEED T14E MAXIMUM (ILS G�) 1/4 0-20 SS SIDEWALK DOLTS IWO SHALL RE LONG ENOUGH(SHOULD ANY fINTSH MATERIAL EMT) 70
<br />DESIGN PRESSURE RATLKS INDICATED ON SHMS 25 III, 26. ENGAGE 3/4' IWO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE I-IlB
<br />SMALL BE FIRST REDUCED TO A.S.Q OIESIG IN WIND LOADS BY MULTIPLYING THEM BY 0�16 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PAN" BE FOUND ON THE: EXISTING WALL,
<br />TO COMPARE T14ESE W/ MAX. (A.SQ) DESIGN PRESSURE RATINGS INDICATED ON SHEETS ;T5 & M ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SMUCTUPF BEHIND SUCH PATIELS. MO4OFU`G`F
<br />SMALL BE AS MENTIONED IN 0.1) AND IN 8.2).
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON �HIS P1,O. AS TESTED WERE NOT OVER STREWED, A 33X INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS On USED IN THEIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN
<br />DETERMINED IN ACCORDANCE WTT14 T4-0.S 2015 (C) ANCHORS SHALL BE iW-AL.LEO FOLLOWING ALL OF THE RECOMMENDAI)ONS AND SPECIFICATIONS OF *,HE ANCHORS
<br />MANUFACTURER,
<br />STCRAI PMEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1825 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRAWN TESTING LASORRATORY, INC. REPORT 0 2032. AS PROTOCOL' TAS-201, 11 n SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TO VERIFY THE SOU40NESS OF THE STRUCTURE WHERE SHLFTER
<br />TAS-202 AND IAS-203. IS TO A ED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK
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<br />1 THIS SYSTEM HAS BEEN DESIGNED TO BE IRSIALLED ON THE OUTSIDE Or THE OPENNO AL OR WOOD FRAME BUILDINGS.
<br />INSIDE W/O THE USE OF A LADDER OR UFT, THIS APPLICATION IS VAUD WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUC ALL SHUTTER COMPONENT EDi WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WING/RAIN INTRUSION CAUIK AND SEAL Sijtjtri�R TRACKS AU AROUND FULL
<br />3. SERIES TOM INSTALLATION IS APPLICABLE TO SINCIE MO DOUBLE HUNG STYLE WINDOWS WHEN NSTALIAITON IS REWRED TO BE LENGTH
<br />PERFORMED FROM THE INSIDE Or STRUCIVIRE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRTAWFNG FLuS ANY BuILDING AND IONING
<br />A. SERIES 2000 INSTAILLAIVON IS APPLICABLE TO SINGUE AND DOUBLE HUNIC AND HORFZONIAI SLVERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />flSoALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE Of S`FRUCTURE. " ATRIUM WINDOWS AND DOORS, INC E - Z HANG STORM PANEL SYSTEM' IS PATENT PENDING
<br />-1. ALL ALUMINUM EXTRUSIONS TO BE &063-16 ALLOY AND 1EMPER (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT4AILLAIJON DOCUMENT (PE-D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRON111C
<br />INFORMATION DR A SEE SPECIFIC PROUIECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-C,D
<br />6� ALL ALUMINUM SHEET MFrAL USED At UQSVR-,S SHALL PAVE 3105-H14 AUDY,
<br />(t,3 .
<br />CONTRACTOR ,O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SVC" OF
<br />7. ALL STEEL SHEET METAL PAN" SHALL HAVE SIOUCILIPAL DUALITY STEEI, ASTM A-652l, GRADE 50 Alm, 0.4-364,0ZED STEEL THIS PRODUCT BASED ON THIS PE,C. PROVIDED HF/54E WES NOT DEVIATE FROM THE CONDITIONS trVALET) ON
<br />06SKIMAITION WIFy. 58.5 VAT (AFTER, ROLLJED). THIS DOCUMENT CONSTRUCTION SAFE AT SITE IS THE CONTRADIDIT'S RESPONSIBILITY,
<br />5- ALL SCREWS TO BE STAINLESS STEEL "A OR ZIO AST SERIFS OR CORROSION RESISTANT CITATED CARBON STEEL AS REG DIN (e) THIS PRODUCT EVALUAII014 DOCLNENT WILL 89 CONSIDERED INVADO IF UMFIM
<br />SOOTS W1 50 kIli YIELD STRENGTH AND 91) Cli TENSILE I'TRENGTh & SHAUL COMPLY W/ FLORIDA BUILDING CODE SECTION ZAII.3-3.4 (d) WE SPECIFIC PROJECTS SMALAL BE PREPARED BY A FLORIDA REGISTERED FNDMEFR OR ARCHIrur WMC14 WILL
<br />9� BOLTS TO BE ASTM A-307 GALVANIZED STE111- OR ATSI 304 SERIES STAINLESS STEEL, WiTH 36 III, MINIMUM `61ELD STRENGTH. BECOME THE ENGINEER OF RECORD (C,OLR.) FOR THE PROjECT AND WHO WILL BC RESPONSIBLE 'OR THE PROPER
<br />U517, OF THI. P�E.D, ENGINEER OF RECORD� ACTING AS A DELEGATED ENGINEER TO THE PX11, EMOINEER. SHAL,
<br />10� ANCHORS TO WALL SMALL BE AS FOLLOWS SUBMIT TO THIS 'AFTER 7HE SM SPECIFIC DRAWINGS FOR REVIEW
<br />I IA) M-DLMWMURED-_QfLRETE: (e) THIS PIE-11 SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF TNE PROFESSIONAL ENGINEER OF
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<br />I /4" X 7/8- CAU(-IN ANCHORS, AS MMUFACGURED BY DEWALT INC. (MIN, Vc.1000 p-AQ *0- STORM PANEL MMTJFACTURfA'S LABEL SHALL BE LOCATED ON A READILY VISISI.-- LOCATION AT STORM PANEL IN
<br />I - I I A- To PANELMATE FEMALE TO & PANE�MAIIE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSPRUCGON f1fibi ACCORDANCE Wait SECTION 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SMALL OF PLACED FOR EVERY OPENING
<br />. (V3350 P., Li LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING COM
<br />A, 1) MINIMUM EMBEDMENT OF TAPCON ANCITIORS MO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PAN"ArC
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<br />MY FINISH MATERIAL SMALL BE PERMITTED
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<br />TO COMPARE T14ESE W/ MAX. (A.SQ) DESIGN PRESSURE RATINGS INDICATED ON SHEETS ;T5 & M ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SMUCTUPF BEHIND SUCH PATIELS. MO4OFU`G`F
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<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON �HIS P1,O. AS TESTED WERE NOT OVER STREWED, A 33X INCREASE
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<br />STCRAI PMEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1825 OF
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<br />1 THIS SYSTEM HAS BEEN DESIGNED TO BE IRSIALLED ON THE OUTSIDE Or THE OPENNO AL OR WOOD FRAME BUILDINGS.
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<br />3. SERIES TOM INSTALLATION IS APPLICABLE TO SINCIE MO DOUBLE HUNG STYLE WINDOWS WHEN NSTALIAITON IS REWRED TO BE LENGTH
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<br />A. SERIES 2000 INSTAILLAIVON IS APPLICABLE TO SINGUE AND DOUBLE HUNIC AND HORFZONIAI SLVERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
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<br />-1. ALL ALUMINUM EXTRUSIONS TO BE &063-16 ALLOY AND 1EMPER (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT4AILLAIJON DOCUMENT (PE-D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRON111C
<br />INFORMATION DR A SEE SPECIFIC PROUIECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-C,D
<br />6� ALL ALUMINUM SHEET MFrAL USED At UQSVR-,S SHALL PAVE 3105-H14 AUDY,
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<br />CONTRACTOR ,O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SVC" OF
<br />7. ALL STEEL SHEET METAL PAN" SHALL HAVE SIOUCILIPAL DUALITY STEEI, ASTM A-652l, GRADE 50 Alm, 0.4-364,0ZED STEEL THIS PRODUCT BASED ON THIS PE,C. PROVIDED HF/54E WES NOT DEVIATE FROM THE CONDITIONS trVALET) ON
<br />06SKIMAITION WIFy. 58.5 VAT (AFTER, ROLLJED). THIS DOCUMENT CONSTRUCTION SAFE AT SITE IS THE CONTRADIDIT'S RESPONSIBILITY,
<br />5- ALL SCREWS TO BE STAINLESS STEEL "A OR ZIO AST SERIFS OR CORROSION RESISTANT CITATED CARBON STEEL AS REG DIN (e) THIS PRODUCT EVALUAII014 DOCLNENT WILL 89 CONSIDERED INVADO IF UMFIM
<br />SOOTS W1 50 kIli YIELD STRENGTH AND 91) Cli TENSILE I'TRENGTh & SHAUL COMPLY W/ FLORIDA BUILDING CODE SECTION ZAII.3-3.4 (d) WE SPECIFIC PROJECTS SMALAL BE PREPARED BY A FLORIDA REGISTERED FNDMEFR OR ARCHIrur WMC14 WILL
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<br />10� ANCHORS TO WALL SMALL BE AS FOLLOWS SUBMIT TO THIS 'AFTER 7HE SM SPECIFIC DRAWINGS FOR REVIEW
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<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON �HIS P1,O. AS TESTED WERE NOT OVER STREWED, A 33X INCREASE
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<br />STCRAI PMEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1825 OF
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<br />1 THIS SYSTEM HAS BEEN DESIGNED TO BE IRSIALLED ON THE OUTSIDE Or THE OPENNO AL OR WOOD FRAME BUILDINGS.
<br />INSIDE W/O THE USE OF A LADDER OR UFT, THIS APPLICATION IS VAUD WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUC ALL SHUTTER COMPONENT EDi WHICH REMAIN IN CONTINUOUS
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<br />A. SERIES 2000 INSTAILLAIVON IS APPLICABLE TO SINGUE AND DOUBLE HUNIC AND HORFZONIAI SLVERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
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<br />-1. ALL ALUMINUM EXTRUSIONS TO BE &063-16 ALLOY AND 1EMPER (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT4AILLAIJON DOCUMENT (PE-D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRON111C
<br />INFORMATION DR A SEE SPECIFIC PROUIECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-C,D
<br />6� ALL ALUMINUM SHEET MFrAL USED At UQSVR-,S SHALL PAVE 3105-H14 AUDY,
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<br />CONTRACTOR ,O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SVC" OF
<br />7. ALL STEEL SHEET METAL PAN" SHALL HAVE SIOUCILIPAL DUALITY STEEI, ASTM A-652l, GRADE 50 Alm, 0.4-364,0ZED STEEL THIS PRODUCT BASED ON THIS PE,C. PROVIDED HF/54E WES NOT DEVIATE FROM THE CONDITIONS trVALET) ON
<br />06SKIMAITION WIFy. 58.5 VAT (AFTER, ROLLJED). THIS DOCUMENT CONSTRUCTION SAFE AT SITE IS THE CONTRADIDIT'S RESPONSIBILITY,
<br />5- ALL SCREWS TO BE STAINLESS STEEL "A OR ZIO AST SERIFS OR CORROSION RESISTANT CITATED CARBON STEEL AS REG DIN (e) THIS PRODUCT EVALUAII014 DOCLNENT WILL 89 CONSIDERED INVADO IF UMFIM
<br />SOOTS W1 50 kIli YIELD STRENGTH AND 91) Cli TENSILE I'TRENGTh & SHAUL COMPLY W/ FLORIDA BUILDING CODE SECTION ZAII.3-3.4 (d) WE SPECIFIC PROJECTS SMALAL BE PREPARED BY A FLORIDA REGISTERED FNDMEFR OR ARCHIrur WMC14 WILL
<br />9� BOLTS TO BE ASTM A-307 GALVANIZED STE111- OR ATSI 304 SERIES STAINLESS STEEL, WiTH 36 III, MINIMUM `61ELD STRENGTH. BECOME THE ENGINEER OF RECORD (C,OLR.) FOR THE PROjECT AND WHO WILL BC RESPONSIBLE 'OR THE PROPER
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<br />10� ANCHORS TO WALL SMALL BE AS FOLLOWS SUBMIT TO THIS 'AFTER 7HE SM SPECIFIC DRAWINGS FOR REVIEW
<br />I IA) M-DLMWMURED-_QfLRETE: (e) THIS PIE-11 SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF TNE PROFESSIONAL ENGINEER OF
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<br />I - I I A- To PANELMATE FEMALE TO & PANE�MAIIE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSPRUCGON f1fibi ACCORDANCE Wait SECTION 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SMALL OF PLACED FOR EVERY OPENING
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<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON �HIS P1,O. AS TESTED WERE NOT OVER STREWED, A 33X INCREASE
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<br />STCRAI PMEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1825 OF
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<br />TAS-202 AND IAS-203. IS TO A ED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK
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<br />1 THIS SYSTEM HAS BEEN DESIGNED TO BE IRSIALLED ON THE OUTSIDE Or THE OPENNO AL OR WOOD FRAME BUILDINGS.
<br />INSIDE W/O THE USE OF A LADDER OR UFT, THIS APPLICATION IS VAUD WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUC ALL SHUTTER COMPONENT EDi WHICH REMAIN IN CONTINUOUS
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<br />3. SERIES TOM INSTALLATION IS APPLICABLE TO SINCIE MO DOUBLE HUNG STYLE WINDOWS WHEN NSTALIAITON IS REWRED TO BE LENGTH
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<br />A. SERIES 2000 INSTAILLAIVON IS APPLICABLE TO SINGUE AND DOUBLE HUNIC AND HORFZONIAI SLVERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
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<br />-1. ALL ALUMINUM EXTRUSIONS TO BE &063-16 ALLOY AND 1EMPER (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT4AILLAIJON DOCUMENT (PE-D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRON111C
<br />INFORMATION DR A SEE SPECIFIC PROUIECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-C,D
<br />6� ALL ALUMINUM SHEET MFrAL USED At UQSVR-,S SHALL PAVE 3105-H14 AUDY,
<br />(t,3 .
<br />CONTRACTOR ,O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SVC" OF
<br />7. ALL STEEL SHEET METAL PAN" SHALL HAVE SIOUCILIPAL DUALITY STEEI, ASTM A-652l, GRADE 50 Alm, 0.4-364,0ZED STEEL THIS PRODUCT BASED ON THIS PE,C. PROVIDED HF/54E WES NOT DEVIATE FROM THE CONDITIONS trVALET) ON
<br />06SKIMAITION WIFy. 58.5 VAT (AFTER, ROLLJED). THIS DOCUMENT CONSTRUCTION SAFE AT SITE IS THE CONTRADIDIT'S RESPONSIBILITY,
<br />5- ALL SCREWS TO BE STAINLESS STEEL "A OR ZIO AST SERIFS OR CORROSION RESISTANT CITATED CARBON STEEL AS REG DIN (e) THIS PRODUCT EVALUAII014 DOCLNENT WILL 89 CONSIDERED INVADO IF UMFIM
<br />SOOTS W1 50 kIli YIELD STRENGTH AND 91) Cli TENSILE I'TRENGTh & SHAUL COMPLY W/ FLORIDA BUILDING CODE SECTION ZAII.3-3.4 (d) WE SPECIFIC PROJECTS SMALAL BE PREPARED BY A FLORIDA REGISTERED FNDMEFR OR ARCHIrur WMC14 WILL
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<br />STCRAI PMEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1825 OF
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<br />I /4" X 7/8- CAU(-IN ANCHORS, AS MMUFACGURED BY DEWALT INC. (MIN, Vc.1000 p-AQ *0- STORM PANEL MMTJFACTURfA'S LABEL SHALL BE LOCATED ON A READILY VISISI.-- LOCATION AT STORM PANEL IN
<br />I - I I A- To PANELMATE FEMALE TO & PANE�MAIIE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSPRUCGON f1fibi ACCORDANCE Wait SECTION 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SMALL OF PLACED FOR EVERY OPENING
<br />. (V3350 P., Li LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING COM
<br />A, 1) MINIMUM EMBEDMENT OF TAPCON ANCITIORS MO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PAN"ArC
<br />FEMALE 10 & PANEUMATE PLUS.
<br />A2) MINIMUM EMBEDMENT Or 1/4-0 X 7/8- CALX-IN ANCHORS SHALL BE IS 7/8- INTO CONCRETE. NO EMBEDMENT INTO
<br />MY FINISH MATERIAL SMALL BE PERMITTED
<br />114- 0-20 55 SIDEWALK BOLTS UM SMALL i3t LONG ENCTLIGH(SHOULD ANY FIRSH MATERmL EXIST) TO ENGAGE 3/4-
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<br />FLOOR, ANC14ORS $HALT, BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORAGE SHALL p -$ ,*\)r,ENse`-"ep
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