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<br />I C-2 HANG STORM PANE1 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.EQ,) HAS BEEN )MA MW FOR COMPUAKE IN 8.1) U14 INTO CONCRETE
<br />UIMUM UPAIDEGAPENT OF TAPCON ANCHORS AND PANEILMAIE rCM,J-r 0 & 0ANSWAFE PLUS f
<br />ACCORDANCE WITH T14C 2020 (Ith EDITION) OF THE FLORIDA RmwRIG CODE BLOCK SHALL BE 1 1/4-
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS INER SECTION 1820 OF THE AB0119 M NCO COOS, 8.2) MINNUM EMBEDMENT OF 314-0 X 7/4' CALK -IN ANCHORS SHALL BE IS -1/8- INTO CONCRETE,
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<br />FOR A DIRECTIONAL" FACTOR Xd-OM. USING ACE 7-16 AND SHALL NOT EXCUP THE MAXIMUM (Alro 1/4' 0-20ESS SIDEWALK 801-TS USED SHALL ILE LONG ENDUCH(sHOULD ANY FINISH MATERIAL EXIST ) TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 k 25. MAGE 3/4- INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER AW` , 7-10
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<br />IN ALLOWABLE STRESS FOR WIND LOGOS WAS NOT USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS BEEN
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<br />STORM BANE
<br />L'S ADEQUACY FOR IMPACT AMD FATIGUE RESISTANCE 14AS BEEN VERIFIED IN ACCORDANCE ACTH SECTkON 1626 OF MANUFACTURER.
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. NC. REPORT 1 20,12, AS PROTOCOLS TAS-20t, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 1.14E STRUCTURE WHERE SHUTTER
<br />TAS-202 AND 1AS-2113 I$ TO BE ATTACRED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY RE ATTACHED To CONCRETE, BLOCK
<br />2. MIS SYSTEM HAS BEEN DESIGNED 1-0 Ir. INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOW FRAME EPUPUNNICS,
<br />INSIDE W/O THE USE OF A L40DER OR LIFT, -His APPILICATM 15 VALID WHEN INSTALLATION 15 WrENDOM TO BE PEPPORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK All SHUTTER COMPONENT EDGES WHICH RFkwN IN CONTINUou-
<br />FROM THE INSIDE OF STRUCTURE. CONTACT Wing THE SWUM 10 PREVENT WINO/RAIN INTRUSION CAULK AND SM SHUTTER TRACKS ALI AROUND FULL
<br />3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS W04 INSTALLATION is REQUIRED YL BE LENGIN
<br />PERFORMED FROM THE INSIDE OF STRUCTURE t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN MS DRAWING PLUS ANY' BUILDING AND ZONING
<br />4. SMIS 2000 INSTALLATION IS AMIGABU 10 SINGLE AND DOUBLE HUNG AND HORi2ONlAk SLOILRS� STYLE *N13095 WHEN
<br />REGULATIONS PROVIDED 13Y THE JURISOVION WHERE PERMIT IS APPLIED TO.
<br />INSTALLATION S REQUIRED TO Sir PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS MO DOORS, INC. E - 2 HANG STORM PANEL Sy�- I$ IPIGIENT, PENDING,
<br />5. All ALUM INUM EEXTRUS*NS TO BE 6063-T6 AUJDY AND TEMPER. (UNI ESS OTHERWISE NOTED) 15. (d) THIS PRODUCT tVALUATION DOCUMENT (P,E,D.) PREPARED firf THIS ENGINEER 6 UENMr AND DOES NOT PROVIDE
<br />8, 41. ALUMINUM SHEET M�-TAL USED At CLOSURES S40," HAVE 3105-1-.14 ALLOY, INfORMAIM FOR A SHE SPECIFIC PROJECT; i.e. WHERE THE S"T CONDITIONS OtvATE: FROM THE P.E-D
<br />iUCTURAL QUALITY STEEL, ASTM A-453 URW.� 50 MjA,, CALONUED STEER. TNS PRODUCT SkSED ON THIS PF,D. PROVIDED HE
<br />DOES NOT 0 - ET
<br />7. ALL STEEL SHEET METAL. PANELS SHALL HAVE SIR (a) CONTRACTOR 70 BE RESPONSVILE FOR THE SELECTION, PURCHASE AND IWMIAMN INCLUDING LIFE SAFETY OF
<br />E_MTE MOM IHE CONW)ONS 0 AILED ON
<br />DESIGNATION *lFy- 58,5 kni (AFTER ROLLED). THIS DOCUMENT CORMUCEION SAFETY AT SITE is THE CONTRACTOR'S PFSPQNSIfRUTY,
<br />8 ALL SCREWS TO BE STAINLESS STEEL VA OR 316 ANSI SERIES DR CORROSION RESISTANT OCATEED CARBON STEEL. AS PER DIN (Cj THIS PRODUCT EVALUOON DOCUMENT WILL BE CONSIDERED INVALID W MOCIM,
<br />50018 W/ 50 Rai YIELD STRENGTH AND 00 oA 1EN&LE STRENGTH & SHALL COMPLY W/ PLOR41NA, BU;LN4C CODE SECnW4 2411.33A (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED CNGINIEER 09 ARCHITECT WHICH WILL
<br />9. BOLTS TO M ASTM A-307 04VANIZO STEn, 04 AI!) 304 SERIES STAINLESS STEEL. WMH ,% liYi MINIMUM Vial) M. FROTH. SECOMC Tim e4GWEER OF RECORD
<br />(E.O.R,) FOR ENE PROjECT AND WHO WJU BE RESPONSIBLE FOR rHE: PROPER
<br />USE CiF THIE P1,IL ENGINEER OF RECORD, ACING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL
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<br />To THIS
<br />LATTER
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<br />SITE SPECIFIC DRAWINGS FOR RVAM
<br />', (A) IQ_E=NL_W=!_.Q=ETE, (t) THIS PESL SKk� BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />- 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY ITW_ aV;LDEX. INC (MIN. f'c.3192 p.s.i.) RECORD THAT PREPARED n
<br />- 1/4- 0 X 7/0- CALK -IN AtICHOR-S AS MANUPACTURED BY DE*ALT INC. (MIN Vi-3000 p-i) 18. STORM PANEL MANUIVAOURM'S LAML SItAJLL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PMrL IN
<br />- Old --ID PANELMATE FEMALE ID & PANELAPATE PLUS ANCHORS. As ;WwvrA:TURr.D BY rLco CONg-TRIX-MR, PRODUCTS. ACCORDANCE WITH SECTION 1700.9�3 OF FLORIDA BUILDING CODE ONE LABEL
<br />(C-315G P...I) r_L sHALL BE PLACED FOR EVERY OPENING,
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<br />LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE
<br />A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS 000 POURED CONCRETE SHALL BE 1 2:/4- Ato 2- FITA PANELIMATE
<br />. FEMALE 10 - PANELMATE PLUS.
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<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 k 25. MAGE 3/4- INTO ANCHORS.
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<br />STORM BANE
<br />L'S ADEQUACY FOR IMPACT AMD FATIGUE RESISTANCE 14AS BEEN VERIFIED IN ACCORDANCE ACTH SECTkON 1626 OF MANUFACTURER.
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. NC. REPORT 1 20,12, AS PROTOCOLS TAS-20t, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 1.14E STRUCTURE WHERE SHUTTER
<br />TAS-202 AND 1AS-2113 I$ TO BE ATTACRED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY RE ATTACHED To CONCRETE, BLOCK
<br />2. MIS SYSTEM HAS BEEN DESIGNED 1-0 Ir. INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOW FRAME EPUPUNNICS,
<br />INSIDE W/O THE USE OF A L40DER OR LIFT, -His APPILICATM 15 VALID WHEN INSTALLATION 15 WrENDOM TO BE PEPPORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK All SHUTTER COMPONENT EDGES WHICH RFkwN IN CONTINUou-
<br />FROM THE INSIDE OF STRUCTURE. CONTACT Wing THE SWUM 10 PREVENT WINO/RAIN INTRUSION CAULK AND SM SHUTTER TRACKS ALI AROUND FULL
<br />3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS W04 INSTALLATION is REQUIRED YL BE LENGIN
<br />PERFORMED FROM THE INSIDE OF STRUCTURE t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN MS DRAWING PLUS ANY' BUILDING AND ZONING
<br />4. SMIS 2000 INSTALLATION IS AMIGABU 10 SINGLE AND DOUBLE HUNG AND HORi2ONlAk SLOILRS� STYLE *N13095 WHEN
<br />REGULATIONS PROVIDED 13Y THE JURISOVION WHERE PERMIT IS APPLIED TO.
<br />INSTALLATION S REQUIRED TO Sir PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS MO DOORS, INC. E - 2 HANG STORM PANEL Sy�- I$ IPIGIENT, PENDING,
<br />5. All ALUM INUM EEXTRUS*NS TO BE 6063-T6 AUJDY AND TEMPER. (UNI ESS OTHERWISE NOTED) 15. (d) THIS PRODUCT tVALUATION DOCUMENT (P,E,D.) PREPARED firf THIS ENGINEER 6 UENMr AND DOES NOT PROVIDE
<br />8, 41. ALUMINUM SHEET M�-TAL USED At CLOSURES S40," HAVE 3105-1-.14 ALLOY, INfORMAIM FOR A SHE SPECIFIC PROJECT; i.e. WHERE THE S"T CONDITIONS OtvATE: FROM THE P.E-D
<br />iUCTURAL QUALITY STEEL, ASTM A-453 URW.� 50 MjA,, CALONUED STEER. TNS PRODUCT SkSED ON THIS PF,D. PROVIDED HE
<br />DOES NOT 0 - ET
<br />7. ALL STEEL SHEET METAL. PANELS SHALL HAVE SIR (a) CONTRACTOR 70 BE RESPONSVILE FOR THE SELECTION, PURCHASE AND IWMIAMN INCLUDING LIFE SAFETY OF
<br />E_MTE MOM IHE CONW)ONS 0 AILED ON
<br />DESIGNATION *lFy- 58,5 kni (AFTER ROLLED). THIS DOCUMENT CORMUCEION SAFETY AT SITE is THE CONTRACTOR'S PFSPQNSIfRUTY,
<br />8 ALL SCREWS TO BE STAINLESS STEEL VA OR 316 ANSI SERIES DR CORROSION RESISTANT OCATEED CARBON STEEL. AS PER DIN (Cj THIS PRODUCT EVALUOON DOCUMENT WILL BE CONSIDERED INVALID W MOCIM,
<br />50018 W/ 50 Rai YIELD STRENGTH AND 00 oA 1EN&LE STRENGTH & SHALL COMPLY W/ PLOR41NA, BU;LN4C CODE SECnW4 2411.33A (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED CNGINIEER 09 ARCHITECT WHICH WILL
<br />9. BOLTS TO M ASTM A-307 04VANIZO STEn, 04 AI!) 304 SERIES STAINLESS STEEL. WMH ,% liYi MINIMUM Vial) M. FROTH. SECOMC Tim e4GWEER OF RECORD
<br />(E.O.R,) FOR ENE PROjECT AND WHO WJU BE RESPONSIBLE FOR rHE: PROPER
<br />USE CiF THIE P1,IL ENGINEER OF RECORD, ACING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL
<br />10. ANCHORS 70 WALL SHALL BE AS FOLLOWS: SUMMIT
<br />To THIS
<br />LATTER
<br />THE
<br />SITE SPECIFIC DRAWINGS FOR RVAM
<br />', (A) IQ_E=NL_W=!_.Q=ETE, (t) THIS PESL SKk� BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />- 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY ITW_ aV;LDEX. INC (MIN. f'c.3192 p.s.i.) RECORD THAT PREPARED n
<br />- 1/4- 0 X 7/0- CALK -IN AtICHOR-S AS MANUPACTURED BY DE*ALT INC. (MIN Vi-3000 p-i) 18. STORM PANEL MANUIVAOURM'S LAML SItAJLL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PMrL IN
<br />- Old --ID PANELMATE FEMALE ID & PANELAPATE PLUS ANCHORS. As ;WwvrA:TURr.D BY rLco CONg-TRIX-MR, PRODUCTS. ACCORDANCE WITH SECTION 1700.9�3 OF FLORIDA BUILDING CODE ONE LABEL
<br />(C-315G P...I) r_L sHALL BE PLACED FOR EVERY OPENING,
<br />�
<br />LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE
<br />A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS 000 POURED CONCRETE SHALL BE 1 2:/4- Ato 2- FITA PANELIMATE
<br />. FEMALE 10 - PANELMATE PLUS.
<br />I -) MINIMUM EMBEDMENT
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<br />1/4-0 X 7/8- CALK-W ANCHORS SHALL BE IS I/fi" INTO CONCRETE . NO EMBEDMENT INTO
<br />,
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<br />1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL. EXIST) TO ENGAGE 3/4'
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