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Home My WebLink AboutProduct Approval 10/26/2015 Florida Building Code Online Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2016 Design Pressure: +50.0/-50.0 Installation Instructions Other: Maximum Size: 144"x 96" 3 Panel Bypass, 2-Track FL14605 R3 II 08-01673A.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE 512353A.pdf FL14605 R3 AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party: Yes 14605.6 Series 623 Non-Impact Vinyl SGD Series 623 Non-Impact Vinyl SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14605 R3 C CAC NI011134.03-R2-signed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2016 Design Pressure: +50.0/-50.0 Installation Instructions Other: Maximum Size: 192"x 96"4 Panel Bypass, 2-Track FL14605 R3 II 08-01672A.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE 512352A.pdf FL14605 R3 AE Deceuninck PVC NOA 13-1203.02.PDF %Leated by Independent Third Party: Yes ,Fi?4'E Series FD8100 Impact Aluminum Series D8100 Impact Aluminum SGD SGD im e Certifil tion Agency Certificate or use in HVHZ:Yes FL146 R3 C CAC NI009416.02-Ri. df or use outside HVHZ:Yes LI R3 C CA I009 6 0 - 1, d istant:Yes Qu I'ty Assurance Contract Expiration Date ssure: N/A 6/30/2016 drawing for Design Pressures. M ximurr�4 nstallation Instructions -Track, Bypass FL14605 R3 II 08-02673.pdf Verified By: luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE 513448.pdf FL14605 R3 AE NOA 14-0423.16 Saflex HP.PDF Created by Independent Third Party: Yes 14605.8 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14605 R3 C CAC NI009021.01-112-signed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure: +90/-90 Installation Instructions Other: Maximum 5 Panels, Multi-Track, Bypass, with and FL14605 R3 II 08-02674.pdf without Pockets. Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE 513449.pdf FL14605 R3 AE NOA 14-0423.16 Saflex HP.PDF Created by Independent Third Party: Yes 14605.9 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD 135deg SGD 135deg Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14605 R3 C CAC NI010632-114-sioned.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2020 Design Pressure: +50/-50 Installation Instructions Other: Maximum 8 Panels, Multi-Track, Bypass, 135deg. FL14605 R3 II 08-02669.pdf Corner, with and without pockets. Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R3 AE 513444.pdf FL14605 R3 AE NOA 14-0423.16 Saflex HP.PDF Created by Independent Third Party: Yes 14605.10 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD 135deg or 90deg SGD 135deg or 90deg Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14605 R3 C CAC NI009044.01-R5-signed.pdf Approved for use outside HVHZ:Yes FL14605 R3 C CAC NI009044.02-Ri-sianed.pdf Impact Resistant:Yes FL14605 R3 C CAC NI009044.03-Ri-sianed.pdf Design Pressure: N/A FL14605 R3 C CAC NI010632.01-112-sianed.pdf Other: See Drawing for Design Pressures. Maximum 8 FL14605 R3 C CAC NI010632.02-RI-signed.pdf https://floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7UJNIxUeoVLgZw1P7Oh4gAZUXBJFTZyjEA°/aid%3d 3/5 REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. -4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T6. 6. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING TROUGH FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. ALL FASTENERS TO BE CORROSION RESISTANT. SIGNED:07/10/2015 EASTERN ARCNffECIURAI SY51Q5 l ll l l/! Eastern EASTFAAONlEToAIS�VPPV �,`N\s It L0 u urn+- 10Pl0 BNvutw ROM9 .� ..woMTER9.FLORUA3391] � —T `�CEMS 000.131-1201 ` ••Y F i TABLE OF CONTENTS SERIES FD8100 *• 0,§�51 SHEET NO. DESCRIPTION n ALUMINUM SLIDING GLASNOTES S DOOR — IMPACT —10, TAT OF 1 NOTES DRAWN: D111;No. REv %�'�'�s'czORtOQ: 2 ELEVATION ISCAIEV. DaTE 08SOEE673 /;/ ONAl3 — 12 INSTALLATION DETAILSNTS 03/30/15 1 OF 12 REVISIONS REV DESCRIPTION DATE APPROVED PLAN VIEW NOTES: 1. (1) 1" X 3/16" WEEP SLOT 6" FROM EACH END, AND 48" ON CENTER THROUGH VERTICAL SILL LEG EXCEPT MOST INTERIOR SILL LEG. 192" MAX FRAME WIDTH 2. MAXIMUM PANEL SIZE: 49 1/2" X 106 1/2" 6" MAX 15" MAX -{ 6" MAX 4. MAXIMUM D.L.O.: 40 7/8" X 97 3/4" O.C. 6" MAX 1/2" 15" J-MAX �� 3/16" HS O.C. 100 PVB BY EASTMAN 3/16" HS 108" FRAME XSIKA 552 HEIGHT <= I=> 1" BITE nr��r�n GLAZING DETAIL / ii ii A 6" MAX SERIES FD8100 ALUMINUM SLIDING GLASS DOOR EXTERIOR VIEW WITH 1.675'SILL RISER WITH 2.675'SILL RISER WITH 3.675'SILL RISER DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING LARGEANDSMALL LARGEANDSMALL LARGEANDSMALL +40.01-110.OPSF MISSILEIMPACT +70.01-90.OPSF MISSILE IMPACT +100.01-110.OPSF MISSILEIMPACT MISSILE LEVEL D,WIND ZONE 4&HVHZ MISSILE LEVEL D,WIND ZONE 4&HVHZ MISSILE LEVEL D,WIND ZONE 4&HVHZ SIGNED.07/10/2015 EASTERN ARCMR[CTURALSYSlEM.9 ��111_III Eastern 0- 0w%',,, ■ 0O3OOAVARIA ROM ` ^ :% ,�wwa�Vr•i.00..a w.+e oeo�� FO �.ROR@I13H13 `\��`G E NS_••s1 HARDWARESCHEDULE SERIES FD8100 *•ALUMINUM SLIDING GLASS DOOR - IMPACT Oy6J25`( ( • A. (1)ADJUSTABLE TANDEM WHEEL ROLLER ASSEMBLY ATEACH END OFEACH PANEL B. (2)2-POINT MORTISE TYPE LOCKS ON LOCK STILE ELEVATION ��0, TAT OE C. (2 MULTI-POINT KEEPERS ON ASTRAGALSTILE AT LOCK POSITIONS DRAWN: DWC N0. REV %� :c[ORIOP D. (1)EXTRUDEDHTYPE ALUMINUM REINFORCEMENT ATEACH PANEL INTERLOCK STILE �� DATE 08 5oEE773 70NAt1�?��` E. (1)EXTRUDED"U"SHAPE ALUMINUM REINFORCEMENT CHANNELAT BUTT STILE.__ NTS 03/30/15 2 OF 12 AF REVISIONS REV DESCRIPTION DATE APPROVED PLAN VIEW NOTES: 1. (1) 1" X 3/16" WEEP SLOT 6" FROM EACH END, AND 48" ON CENTER THROUGH VERTICAL SILL LEG EXCEPT MOST INTERIOR SILL LEG. 2. MAXIMUM PANEL SIZE: 49" X 94" 4. MAXIMUM D.L.O.: 40 7/8" X 85 3/4" 192" MAX FRAME WIDTH 6" MAX �- �{ 15" MAX -{ 6" MAX O.C. WITH 1.675"SILL RISER 6" MAX DESIGN PRESSURE RATING IMPACT RATING i— ,, A , All +40.01-110.OPSF LARGELL 15" MAX ! O.C. MISSILE LEVEL D,WIND ZONE 4&HVHZ 96" O X X X WITH 2.675"SILL RISER MAX a FRAME DESIGN PRESSURE RATING IMPACT RATING HEIGHT +70.0%90.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4&HVHZ 10 %/ WITH 3.675"SILL RISER 6" MAX DESIGN PRESSURE RATING IMPACT RATING SERIES FD8100 ALUMINUM SLIDING GLASS DOOR +100.01-110.OPSF LARGE AND SMALL MISSILE IMPACT EXTERIOR VIEW MISSILE LEVEL D,WIND ZONE 4&HVHZ DESIGN PRESSURE RATING IMPACT RATING +110.OPSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4&HVHZ SIGNED:07/10/2015 WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED EASTERN AR 0-I.1UPAL srsroAs - Eastern \""'("' �► Aomsiau of �\ EASTERN METAL SVPPLY ��5 (t" L p 4� . OOJOBAVARAROPD ��J� ;t1q i� FORT MYEfiS,FlOR10A]]91] 8001'4-TIM ••� �" i HARDWARESCHEDULE SERIES FD8100 *• 0.61251 F A. (1)ADJUSTABLE TANDEM WHEEL ROLLER ASSEMBLYAT EACH END OF EACH PANEL M1 ALUMINUM SLIDING GLASS DOOR - IMPACT >r B. 2)2-POINT MORTISE TYPE LOCKS ON LOCK STILE ELEVATION �o, TAYF-"", kr, C. (2)MULTI-POINT KEEPERS ON ASTRAGAL STILE AT LOCK POSITIONS DRAWN: owc NO. REv ��ZFs:.[OR10Q;G `� ALUMINUMD. (1)EXTRUDED H TYPE REINFORCEMENTAT EACH PANEL INTERLOCK OS E. (1)EXTRUDED"U"SHAPEALUMNUMREIREINFORCEMENT HANNELATBUTTSTILESTILE GALE NTS DATE 03/30/15 SO3 EET3OF 12 ��SjONAII�a\�� IRV REVISIONS REV DESCRIPTION DATE APPROVED 5/8" MIN 5/8" MIN EDGE DISTANCE EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD A 1 7/16" MIN. & APPROVED EMBEDMENT SEALANT 1/4" MAX. 1 7/16" MIN. 1/4" MAX. SHIM SPACE EMBEDMENT r SHIM SPACE #14 WOOD 5/8" MIN. SCREW EDGE DISTANCE f Q INTERIOR #14 WOOD SCREW EXTERIOR INTERIOR I El 5/8" MIN. EDGE DISTANCE #14 WOOD I BACKER ROD SCREW EXTERIOR & APPROVED WOOD FRAMING BACKER ROD SEALANT OR 2X BUCK & APPROVED BY OTHERS SEALANT 1/4" MAX. WOOD FRAMING FSHIM SPACE OR 2X BUCK BY OTHERS 1 7/16" MIN. EMBEDMENT JAMB INSTALLATION DETAIL **, -T WOOD FRAMING OR 2X BUCK INSTALLATION 5/8" MIN. 5/8" MIN. EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED.07/10/2015 FASIEHN MORRLCIURPLSYRTEMS -�� Eastern ADN��R� """" FA4IERR YETK SVPPIY �� 1t. 1 Q RS R r'. FORT MYERS,FlARl6q]]]t] `v•��ENS]��+.� aS-a:> ""'e•w.wne..0...o eoo�� 600-1]I?201 i SERIES FD8100 ?*• 0,,6/261 *` NOTES: ALUMINUM SLIDING GLASS DOOR - IMPACT � ( �` 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 2-TRACK INSTALLATION DETAILS TAT pF 2.PERIMETER AND NOTSHOWN FOR OI SEALANT BY OTHERS TO BE DRAWN: DWG NO. REV �i��•:c�QRI�Q:•\�'�� DESIGNED IN ACCORDANCE WITH ASTM E2112 VALE TATE 08 502673 - NA, G�� NTS 03/30/15 4 OF 12 REVISIONS REV DESCRIPTION DATE APPROVE[) 1" MIN 1" MIN EDGE DISTANCE EDGE DISTANCE SHIM SPACE METAL METAL STRUCTURE r 1/4" MAX. STRUCTURE BY OTHERS SHIM SPACE BY OTHERS BACKER ROD 1" MIN. & APPROVED SEALANT EDGE DISTANCE S#14EL SMS OR SELF DRILLING f INTERIOR SCREWS X14 SMS OR SELF DRILLING Q1 SCREWS EXTERIOR INTERIOR 1" MIN. EDGE DISTANCE EXTERIOR #14 SMS OR BACKER ROD SELF DRILLING & APPROVED BACKER ROD SCREWS SEALANT & APPROVED SEALANT 1/4" MAX. JAMB INSTALLATION DETAIL SHIM SPACE METAL STRUCTURE INSTALLATION METAL STRUCTURE BY OTHERS 1" MIN. 1" MIN. EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:07/10/2015 Fws vu AADn NOFasrs,ves 11111/! Eastern DNSIOR FxsreRN ueTu sr y \\�`\s R• L .tea E IV S .ip ...K-i. 800-IJbIID6 •�\/ � SERIES FD8100 =*• 0 95Y- 51 *= NOTES: ALUMINUM SLIDING GLASS DOOR — IMPACTJR- 5 i.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 2—TRACK INSTALLATION DETAILS • TART NOT SHOWN FOR CLARITY. �0 p Q, 2.PERIMETER AND JOINT SEALANTBYOTHERS TOBE DRAWN: DWG NO, i�s [[)RIO.G\�N DESIGNED WACCORDANCE WITHASTM E2112 SCALE DATE 08-02673 //i,SzONALI�?�\`\ NTS 03/30/15 5 OF 12 REVISIONS REV DESCRIPTION DATE APPROVED SEPARATION 2 1/2" MIN. 2 1/2" MIN. 1 1/4" MIN. 1/4"_MAX. EDGE DISTANCE EDGE DISTANCE EMBEDMENT SHIM SPACE CONCRETE/MASONRY CONCRETE/MASONRY BY OTHERS BY OTHERS a 1 1/4" MIN. OPTIONAL 1X BUCK •d' .,; EMBEDMENT , 1 TO BE PROPERLY 2 1/2" MIN. , SECURED EDGE DISTANCETAPCON SEE NOTE 3 SHEET 1 1/4" MAX. SHIM SPACE INTERIOR BACKER ROD & APPROVED 1/4" TAPCON SEPARATION SEALANT 2 1/2" MIN. EXTERIOR EDGE DISTANCE a EXTERIOR INTERIOR OPTIONAL 1X BUCK TO BE PROPERLY BACKER ROD SECURED & APPROVED — --_ SEE NOTE 3 SHEET 1 SEALANT BACKER ROD 1/4" TAPCON & APPROVED JAMB INSTALLATION DETAIL SEALANT 1/4" MAX. CONCRETE/MASONRYINSTALLATION SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ° '. 1 1/4" MIN. NOTES: CONCRETE/MASONRY EMBEDMENT 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, BY OTHERS ° ••a NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE •2 1/2" MIN. 2 1/2" MIN. , DESIGNEDINACCORDANCEWITHASTME2112 SIGNED:07/10/2015 EDGE DISTANCE EDGE DISTANCE FwsreRN ARCRRecruRusysreNs lllllll/! Eastern R � \\\\\s R L o%,,,, z ,/z" L : OWOBAVARAROAD \ \ ;11 FORT MYERS,RORmA3]BI] \ J EN ' SEPARATION ...,c::' •••:��'�:: aro-axaza `V.'V\C+ SF.S VERTICAL CROSS SECTION SERIES FD8100 =*• o, 6 CONCRETE/MASONRYINSTALLATION ALUMINUM SLIDING GLASS DOOR — IMPACT 2—TRACK INSTALLATION DETAILS ��1• $TAT OF•�` DRAWN: N: DWG N0, OS-OZ673 REV %Ossi�0R1DIII" \ SCALE NTS DATE 03/30/15 SR�6 OF 12 ��!lI0INItAl11�1�_�\\ REVISIONS REV DESCRIPTION DATE APPROVED 5/8" MIN 5/8" MIN EDGE DISTANCE EDGE DISTANCE WOOD FRAMING F OR 2X BUCK 1 7/16" MIN. 1/4" MAX. BY OTHERS 1 7/16" MIN. EMBEDMENT SHIM SPACE EMBEDMENT I BACKER ROD—/'Fl� 5/8" MIN. & APPROVED ( pj . GE DISTANCE SEALANT hull SHIM SPACE m \_ #14 WOOD #14 WOOD SCREW SCREW WOOD FRAMING INTERIOR OR 2X BUCK BY OTHERS EXTERIOR INTERIOR 5/8" MIN. EDGE DISTANCE #14 WOOD EXTERIOR SCREW BACKER ROD BACKER ROD & APPROVED SEALANT & APPROVED 1/4" MAX. SEALANT SHIM SPACE JAMB INSTALLATION DETAIL 1 7/16" MIN. WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING EMBEDMENT OR 2X BUCK BY OTHERS 5/8" MIN. 5/8" MIN. EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED:07/10/2015 E,�IERN ARCNRECNRAl6Y51EM5 Eastern I��RR. ��.�5'R.'1'01 z ■ OOOOBAVPAIAROAD ` pp cf /�/ FO �.RORD)AO]91O ```�•�`y l•NV��Y"/� SERIES FD8100 =*• 05 *= NOTES. ALUMINUM SLIDING GLASS DOOR - IMPACT o' o:= 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 3—TRACK INSTALLATION DETAILS �y0, TAT OF NOT SHOWN FOR CLARITY. o 2 PERIMETER AND oc No. �ITOTHERS TO BE LN: — � DESIGNED IN ACCORDANCE WITH STM E21V 08-02673 ss ONAI E�G� SCALE NTS DAA 03/30/15 S"�7 OF 12 0/I1111111',�� REVISIONS REV DESCRIPTION DATE APPROVED 1" MIN 1" MIN EDGE DISTANCE EDGE DISTANCE 1/4" MAX. �I SHIM SPACE 1/4" MAX. SHIM SPACE 1" MIN. METAL EDGE DISTANCE STRUCTURE BY OTHERS BACKER ROD ELF DRILLING SMS OR SELF & APPROVED SEALANT #14 SMS OR SCREWS SELF DRILLING METAL INTERIOR SCREWS STRUCTURE BY OTHERS EXTERIOR ❑ INTERIOR 1" MIN. EDGE DISTANCE EXTERIOR BACKER ROD #14 SMS OR & APPROVED SELF DRILLING SEALANT SCREWS BACKER ROD & APPROVED1/4" MAX. JAMB INSTALLATION DETAIL SEALANT T1r SHIM SPACE METAL STRUCTURE INSTALLATION I METAL STRUCTURE BY OTHERS 1" MIN. 1" MIN. EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:07/10/2015 FARTERNMONIIEONRALSYSTRIS {11(11/ W30 BAVARIA ROM FORTI—RB,ML A=13 \ �C,EN, S ....i4:.i r• w".o�wnroe..�,..+o eoo�n BOOds.II01 ` ••� SERIES FD8100 :*.• ,�j 0,.&1261 *= NOTES: ALUMINUM SLIDING GLASS DOOR - IMPACTdR- DRAWN: =,� 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 3-TRACK INSTALLATION DETAILS �JO• TAT OF NOT SHOWN FOR CLARITY. 2.PER/METER AND JOINT SEALANT BY OTHERS TO BE owc No. �DESIGNED/N ACCORDANCE WITH ASTME2112 V.L. OB502E673 NTS 03/30/15 8 OF 12 REVISIONS REV DESCRIPTION DATE APPROVED 1 1/4" MIN. 1/4" MAX. 2 1/2 2 1/2 EMBEDMENT SHIM SPACE SEPARATION SEPARATION 2 1/2" MIN. 2 1/2" MIN. EDGE DISTANCE EDGE DISTANCE 2 1/2" MIN. EDGE DISTANCE 1/4" TAPCON a a. CONCRETE/MASONRY BY OTHERSc 1 1/4" MIN. e• EMBEDMENT a 2 1/2 OPTIONAL 1X BUCK H SEPARATION TO BE PROPERLY .� SECURED 1/4' MAX. SEE NOTE 3 SHEET 1 SHIM SPACE INTERIOR BACKER ROD 2 1/2 & APPROVED 1/4" TAPCON SEPARATION SEALANT e 2 1/2" MIN. EXTERIOR EXTERIOR EDGE DISTANCE INTERIOR a CONCRETE/MASONRY BY OTHERS BACKER ROD OPTIONAL 1X BUCK & APPROVED SEALANT BACKER ROD 1/4" TAPCON TO BE PROPERLY SECURED & APPROVED SEE NOTE 3 SHEET 1 SEALANT JAMB INSTALLATION DETAIL 1/4" MAX. CONCRETE/MASONRYINSTALLATION OPTIONAL 1X BUCK SHIM SPACE TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY '. 1 1/4" MIN. NOTES: BY OTHERS "' EMBEDMENT 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 2 1/2" MIN. 2 1/2" MINS DESIGNED INACCORDANCE WITHASTMF-2112 SIGNED:07/10/2015 EDGE DISTANCE EDGE DISTANCE EASTERN ARCHREGNOF 6YSIEM9 \ wim Eastern AONisioxoF \\\2 1/2" 2 1/2" EAsrERH UEru srFFEr \\ R• 1pSEPARATION /� FOF MYERS.-DA=13 ` �C +VERTICAL CROSS SECTION """` �" '"�""' ""� °°°"��°CONCRETE/MASONRYINSTALLATION SERIES FD8100 *• Oy�251 ALUMINUM SLIDING GLASS DOOR — IMPACT =9 3—TRACK INSTALLATION DETAILS TAT OF 0 DRAWN: DWG NO. REV 08-02673 SCALE NTS DATE 03/30/15 9 OF 12 REVISIONS REV DESCRIPTION DATE APPROVED 5/8" MIN 5/8" MIN EDGE DISTANCE EDGE DISTANCE 1 7/16" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE 1 7/16" MIN. 5/8" M+ IN. 71 WOOD FRAMING EMBEDMENT EDGE DISTANCE OR 2X BUCK BY OTHERS 1/4" MAX. I C � S BACKER ROD HIM SPACE WOOD FRAMING & APPROVED SEALANT OR 2X BUCK BY OTHERS #14 WOOD SCREW #14 WOOD SCREW INTERIOR EXTERIOR INTERIOR 5/8" MIN. X14 WOOD EDGE DISTANCE SCREW EXTERIOR BACKER ROD & APPROVED BACKER ROD SEALANT & APPROVED 1/4" MAX. SEALANT SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING 1 7/16" MIN. WOOD FRAMING OR 2X BUCK INSTALLATION OR 2X BUCK EMBEDMENT BY OTHERS 5/8" MIN 5/8" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED:07/10/2015 Woo, `�"" DI-IO o�F 5 �Eastern F STERN NE FL SYPPLV \'-AA' (t. L o IFORTI.ttERBFLORDA31913vESERIES FD8100 k• 0.61261 NOTES., ALUMINUM SLIDING GLASS DOOR - IMPACT `,fl 0 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 4-TRACK INSTALLATION DETAILS ��D, TAT OF tom= NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINTSEALANTBY OTHERS TOBE DRAWN: DWG N0. REV %0'�t`s:clOR\OQ: DESIGNED IN ACCORDANCE WITH ASTM E2112 V.L. DATE 08-02673 - NA'I�a\�\\ SCALE NTS 03/30/15 10 OF 12 REVISIONS REV DESCRIPTION DATE APPROVED 1/4" MAX. 1" MIN 1" MIN II I SHIM SPACE EDGE DISTANCE EDGE DISTANCE J� 1" MIN. EDGE DISTANCE 1 MAX. SHIM SPACE METAL STRUCTURE -� #14 SMS OR BY OTHERS SELF DRILLING SCREWS BACKER ROD & APPROVED METAL SEALANT #14SCREWS SMS OR STRUCTURE SELF DRILLING BY OTHERS INTERIOR SCR 1" MIN. EXTERIOR INTERIOR EDGE DISTANCE EXTERIOR BACKER ROD #14 SMS OR & APPROVED SEALANT SELF DRILLING BACKER ROD SCREWS APPROVED JAMB INSTALLATION DETAIL & SEALANT 1/4" MAX. METAL STRUCTURE INSTALLATION SHIM SPACE METAL STRUCTURE BY OTHERS 1" MIN. 1" MIN. EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:07/10/2015 FA9TERNARCHRECNRAL.SYSlEMS 11111! WR AomsloxoF \\11 !/// Eastern . •�5 R. Lo /%, FORT MYER3,FLORIOA�]BID `v•��C E N S S/ SERIES FD8100 *• 0 61 NOTES: ALUMINUM SLIDING GLASS DOOR - IMPACT =.a' _ 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 4-TRACK INSTALLATION DETAILS �10• TAT OF•�` NOT SHOWN FOR CLARITY, iO.c�••�. 2.PERIMETER AND JOINTSEALANT BY OTHERS TO BE DRAWN: DWG NO. REV ij'�s [OR10Q'G \� DESIGNED IN ACCORDANCE WITH ASTM E2112 V.L. DATE 08-02673- - / OIyAI`��o NTS 03/30/15 11 OF 12 2 1/2" REVISIONS SEPARATION REV DESCRIPTION DATE APPROVED 2 1/2- SEPARATION 2 1/2" MIN. 2 1/2" MIN. 1 1/4" MIN. 1/4" MAX. EDGE DISTANCE EDGE DISTANCE EMBEDMENT SHIM SPACE CONCRETE/MASONRY BY OTHERS °, CONCRETE/MASONRY OPTIONAL 1X BUCK 2 1/2" MIN. TO BE PROPERLY e 1 1/4" MIN. EDGE DISTANCE BY OTHERS SECURED '��° EMBEDMENT 1/4" TAPCON SEE NOTE 3 SHEET 1 2 1/2" INTERIOR BACKER ROD 1/4" MAX. SEPARATION & APPROVED SHIM SPACE SEALANT 1/4" TAPCON 2 1/2" •' SEPARATION .e' EXTERIOR INTERIOR 2 1/2" MIN. EDGE DISTANCE EXTERIOR BACKER ROD 1/4" TAPCON & APPROVED OPTIONAL 1X BUCK SEALANT TO BE PROPERLY BACKER ROD 1/4" MAX. SECURED & APPROVED OPTIONAL 1X BUCK SHIM SPACE SEE NOTE 3 SHEET 1 SEALANT TO BE PROPERLY F JAMB INSTALLATION DETAIL SECURED SEE NOTE 3 SHEET 1 —� CONCRETE/MASONRYINSTALCATION NOTES., /4" MIN. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, EMBEDMENT NOT SHOWN FOR CLARITY. CONCRETE/MASONRY a °..•e a .. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE BY OTHERS DESIGNED/N ACCORDANCEW/THASTME2112 SIGNED:07/10/2015 2 1/2" MIN. 2 1/2" MIN. FAS E NMOR13EM FL5 5 QI9 EDGE DISTANCE EDGE DISTANCE ��~ Eastern � • \-,N a IR I f10��/,� 2 1/2" .. 0930 flAVAR A ROAD N\p� ;1?q FORTM R9MMOAM13 ``v•��,ENq i SEPARATION x•"'^^^'•"`^"'"'"^""'"'"^ eoo.3z-mo.' 2 1/2 SERIES FD8100 *• 0 51 SEPARATION ALUMINUM SLIDING GLASS DOOR — IMPACT 4—TRACK INSTALLATION DETAILS �; STATE OF ; VERTICAL CROSS SECTION DRAWN:V.L. DWG NO. OS-02673 REV '' � ZO RVDt CONCRETEIMASONRY INSTALLATION SCALE NTS 03/30/15 ISHEET 12 OF 12 ��11f 111111 V 10/26/2015 Florida Building Code Online a- n OF Business • Professional . 1 �=k :. Florida Depamnentof BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff I BCIS Site Map I Links I Search I Busines Professi I product Approval RA =.USER:Public User Regulation Product Approval Menu>Product or Application Search>Application Lis[>Application Detail FL# FL17759-R1 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived O Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By httpsJ/floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8Hob4FZRAWsgjJZXV6iYJrIWg2v8JtXK81YA°/p3d%3d 1/2 10/26/2015 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 08/28/2015 Date Validated 09/01/2015 Date Pending FBC Approval Date Approved 09/07/2015 Summary of Products FL# Model,Number or Name Description 17759.1 Series 623 HVHZ Vinyl Sliding Glass Series 623 HVHZ Vinyl Sliding Glass Door Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17759 R1 C CAC NI012526-R2-sioned.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2018 Design Pressure: +65/-65 Installation Instructions Other:Approved configurations: OXO, OXXO, Frame FL17759 R1 II 08-02695A.Ddf material to be rigid PVC from Deceuninck North America Verified By: Luis R. Lomas, P.E. 62514 AAMA Certified (DEP-1) Created by Independent Third Party: Yes Evaluation Reports FL17759 R1 AE 13-0328.09 Dupont SentrvGlas.Ddf FL17759 R1 AE 13-0328.09-COMP.Ddf FL17759 R1 AE 513471A.pdf Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monme Street,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for of iclal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ®FiNN eClmck securit +ucrrucs https://floridabuilding.orgtpr/pr_app dti.aspx?param=wGEVXQwtDgs%2bbt23mL8Hob4FZRAWsgjJZX\/6iYJr[Wg2v8JtXK81YA%3d%3d 212 2 1/2" MIN. .— REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY < A REMOVED FIN INSTALLATION 07/29/15 R.L. BY OTHERS a A a 1 1/4" MIN. OPTIONAL 1X BUCK ° a EMBEDMENT SEE NOTES 3 — 7 1 1/4" MIN. SHEET 1 EMBEDMENT BACKER ROD E3 I & APPROVED 1/4" MAX. 2 1/I Zn . v SHIM SPACE SEALANT SHIM SPACE E3 MIN. EDGE W ° DISTANCE v 0 0,p! INTERIOR 1/4" CRETE—FLEX Fffv 1/4" CRETE—FLEX Op Y a i 00 EXTERIOR INTERIOR a Y OPTIONAL 1X BUCK SEE NOTES 3 — 7 > n SHEET 1 9 ❑ fl I a BACKER ROD EXTERIOR lul CONCRETE/MASONRY & APPROVED SEALANT BY OTHERS O 1/4" CRETE—FLEX JAMB INSTALLATION DETAIL BACKER ROD ° CONCRETE/MASONRYINSTALLATION & APPROVED a SEALANT 1/4" MAX. NOTES: OPTIONAL 1X BUCK SEE NOTE 3 — 7 0 SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, SHEET 1 NOTSHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY BY OTHERS n ° SIGNED:07/29/2015 a 1 1/4" MIN. ElSTEftN,wcwtIScruRni sys,ISMs IIIIIJ EMBEDMENT ��►� Aovsorvoc \\\� / 7° ° e Eastern E0.4TERN ME AL 9YPPLY R. c 01 tall,DOMESTIC AVISC; k,•� SOW33@Ol � 2 1/2" MIN. 623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE *� O�.B�b1 *� VINYL EQUAL LEG FRAME SLIDING GLASS DOOR EDGE DISTANCE VERTICAL CROSS SECTION INSTALLATION DETAILS TAT OF tv� CONCRETE/MASONRYINSTALLATION DRAWN: Dwc NO. REV 5FS' CORiaQ:G\t�`� SCALEDATE 08-02695 - NA11�a�� NTS 04/16/15 5 OF 5 REVISIONS 7/8" MIN REV DESCRIPTION DATE APPROVED EDGE DISTANCE A I REMOVED FIN INSTALLATION 07/29/15 R.L. 1/4" MAX. METAL SHIM SPACE STRUCTURE 1/4" MAX. BY OTHERS SHIM SPACE APPROVED SEALANT ❑ 7/8" MIN. ❑ EDGE DISTANCE ❑ ❑ #12 SMS OR SELF DRILLING Oo SCREW INTERIOR #12 SMS OR �q SELF DRILLING a SCREWS METAL ❑ STRUCTURE EXTERIOR INTERIOR BY OTHERS EXTERIOR R R BACKER ROD u u & APPROVED Q ❑ fl SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION #12 SMS OR ❑ SELF DRILLING SCREW II BACKER ROD & APPROVED SEALANT o ❑ a 1/4" MAX. SHIM SPACE META STRUCTURE BY OTHERS 7/8" MIN EDGE DISTANCE SIGNED:07/29/2015 VERTICAL CROSS SECTION �<11111 ll _ METAL STRUCTURE INSTALLATION Easternm+N \\\�\S R• pY///' .. m WMESTCAYE �N J . q NOTES: 623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE *• 0 251 *� 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, VINYL EQUAL LEG FRAME SLIDING GLASS DOOR ��+ r NOT SHOWN FOR CLARITY INSTALLATION DETAILS �0. STATE OF ;�` DESIGNEDINACCORDANCEWI2.PERIMETER AND JOINT LAHASTME2T BY E2STOBE DRAWN: DWG NO. REV �i'cFS;°CpRI�Q: scAE NTS DATE 04/16/15 08-02695 8 026950F 5 /��S�0NA�1��\\�\ 5/8" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING I A REMOVED FIN INSTALLATION 07/29/15 R.L. OR 2X BUCK BY OTHERS 1 7/16" MIN. EMBEDMENT BACKER ROD 'c:1= 0 1 7/16" MIN. F 1/4" MAX. Sc APPROVED 1/4" MAX. EMBEDMENT SHIM SPACE SEALANT SHIM SPACE a ❑ ❑L 1 5/8" MIN. #14 WOOD SCREW EDGE DISTANCE INTERIOR ❑ a0 #14 WOOD j a SCREW EE j EXTERIOR INTERIOR 0 �q R R WOOD FRAMING EXTERIOR u u OR 2X BUCK 9 ❑ 9 � BY OTHERS BACKER ROD & APPROVED SEALANT #14 WOOD JAMB INSTALLATION DETAIL SCREW WOOD FRAMING OR 2X BUCK INSTALLATION a BACKER ROD & APPROVED 1/4" MAX. SEALANT o ❑ a SHIM SPACE WOODFRAMING 1 7/16" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 5/8" MIN SIGNED:07/29/2015 EDGE DISTANCE easTeRN ARcwTECTURa.srsnias � ��11 EasternA—ION \\s R. Low VERTICAL CROSS SECTION 1a1 DOMESMA a �N J, WOOD FRAMING OR 2X BUCK INSTALLATION ^--'`"""•"'--" "" Fea°w3x�+' -12 �.'V\G E N`ski`•�fes_ NOTES: 623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE _�*�•/�1 py61251 VINYL EQUAL LEG FRAME SLIDING GLASS DOOR may, 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOTSHOWN FOR CLARITY INSTALLATION DETAILS ijo• TAT OF �` 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. REV i0•�••�(pR�OQ;•��'�� DESIGNED IN ACCORDANCE WITH ASTM E2112 N.G. 08-02695 - //SS10NAl�aG\`\ SCALE NTS DATE 04/16/15 SHEET3 OF cJ ��/II RMSIONS 192" FRAME N'IDTI- i_v I)FSCNIh"0% ;n,F' ARRROVED A I?LMOVLU 11\ NSIALLA ION O//2�/1S 1?.L. 5" MAX I-- ----{- 2" NAx O.C. 6" MAX 6"MAX 12 MAX O.C. Q X X 96 < b MAX =RAME HEICHT I 6" MAX I 1 INTERIOR 3/15' TEMP. t/8" ANN. 625.620 PD VINYL EQUAL LEG FRAME SLIDING GLASS DOOR EXTERIOR _ 090" SC BY DirCNT EXTERIOR VIEW FRAME INSTALLATION - �- 1/8" AVN. DESIGN PRESSURE RATING I IMPACTRATING I SPACERAL/(aLANCX LARGEANDSMALL 5/8" BITE _ SILI;;:;N= t65.OPSF MISSILE IMPACT SKAFI=X 557 MISSILELEVELD,WIND ZONE4,AND HVHZ nSETTING BLOCK GLAZING DETAIL NOTES: 1. MAXIMUM PANEL SIZE: 49 3/16" X 93 1/2" 2. MAXIVUM C.L.O.; 40 3/4" X 85" 3. (4) i" X 1/4" V:`-EP NO-CHES AT EACH CORNER OF EXTERIOR SILL AND INTERIOR TRACK LEG. HARDWARESCHEDULE SIGNED.07/29/2015 A. (4)STEEL FRONT ADJUSTABLE TANDEM ROLLER AT EACH OPERABLE PANEL BOTTOM RAIL CORNER ens�nN.ucnrtccnwucrsrons 1111111// B. (2 INSIDE/OUTSIDE PULL HANDLE AT LOCK STILE OF OPERABLE PANELS �� Eastern Eas�"�D. \\\\e� R• C. 1GEMINI 11LOCK WITH 2450TRIMPLATE381/4"FROM BOTTOM PANELATLOCK STILE D. (1)STEEL KEEPER(GEMINI I")381/4"FROM BOTTOM PANEL AT LATCH STILE � •b R E. (1)ALUMINUM REINFORCEMENT H SHAPED(10300151)AT EACH FIXED PANEL INTERLOCK 623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE *4- 1. 06F. (ALUMINUM SQUARE TUBE REINFORCEMENT 10300151-A AT EACH OPERABLE PANEL VERTICAL INTERLOCK RAIL VINYL EQUAL LEG FRAME SLIDING GLASS DOOR =:-aELEVATIONS ��0AT OF G. (1)FREE FLOATING ALUMINUM REINFORCEMENT(10300150)ATEACH FIXED PANELJAMB STILE AND ACTIVE PANEL LOCKSTILE i0. H.1(1)ALUMINUM RA IL INSERT REINFORCEMENT 10300152 AT EACH OPERABLE PANEL BOTTOM RAIL DRA':4N: DI4G NO. RE �i�'PFS't0RIOP J. (4)NYLON nIMPACT BRACKETS(O11H055-D)ONE ATEACHOPERABLE PANEL INTERLOCK STILE,TOP/BOTTOM RAIL INTERFACE N.G.ANTS DATE 0416/15 08-02695 0F 5 REVISIONS REV DESCRIPTION DATE APPROVED A REMOVED FIN INSTALLATION 07/29/15 R.L. NOTES: 15. FOR ANCHORING THROUGH FRAME ,INTO MASONRY/CONCRETE USE 1/4" CRETE FLEX WITH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY INSTALLATION DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #12 SMS OR SELF 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. ALL FASTENERS TO BE CORROSION RESISTANT. INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE-SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF 19. APPROVED CONFIGURATIONS: OXO AND OXXO. THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11, FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:07/29/2015 FASTFANARLWiELTIIRAI$YSIEM9 `111'II�r/, Eastern Eg41FAALNAL 9YPPLY �\��9 R• L 0 1611 WMESTIc avc FORTM R%Ft1191: r' � ems3z-aw � TABLE OF CONTENTS 623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE fit• 0 951 VINYL EQUAL LEG FRAME SLIDING GLASS DOOR r �' SHEET N0. DESCRIPTION NOTES r�0• TAT OF [vim 1 NOTES DRAWN: DWG ND. REV �i�OQR�OQ: 2 ELEVATION N.G. E DATE 08 So X695 - ��iis�ONA j1E�� 3 — 5 INSTALLATION DETAILS NTS 04/16/15 1 OF 5 10/26/2015 ® Florida Building Code Online T I FLORIDA 00PARTNIGNT OF Bustness • I 1 e �YiiilY�i ` Florida Departmentof BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications I FBC Staff BCIS Site Map I Links I Search BuSinesi. Professi I ®� _ Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF FL# FL14604-R3 SECRETARY Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived O Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy 1. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA 506 2006 AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/HAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E1996 2006 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards httpsJ/floridabuilding.org/pr/pr app OU.aspx?param=wGEVXQwtDgsw8ZVNfe8A7badr84AYj7tMxOcp/o2bCzt3wJQfD`/`2bDuyALeA`/o3d%3d 1/3 10/26/2015 Florida Building Code Online Certified By Product Approval Method Method 1 Option A Date Submitted 10/30/2014 Date Validated 06/05/2015 Date Pending FBC Approval Date Approved 06/14/2015 Summary of Products FL# Model,Number or Name Description 14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R3 C CAC NI006177.01-R4-sioned.pdf Approved for use outside HVHZ:Yes FL14604 R3 C CAC NI006177.02-R2-signed.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 06/30/2020 Other: Installation Instructions FL14604 R3 II 08-02477.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R3 AE 513233.pdf Created by Independent Third Party: Yes 14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fn Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R3 C CAC NI010607-R2-sioned.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2019 Design Pressure: +50/-50 Installation Instructions Other: Configuration: O/X Max. Frame Size: W-48" H-72" FL14604 R3 II 08-00556B.pdf Max. Vent Size: W-44.38" H-35"Glazing: 3/4" Overall I.G. Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R3 AE 510945.pdf Created by Independent Third Party: Yes 14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R3 C CAC NI010813-112-signed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2020 Design Pressure: +50/-50 Installation Instructions Other: Configuration: O/X Max. Frame Size: W-54" H-72" FL14604 R3 II 08-00558B.pdf Max.Vent Size: W-50.38" H-35.13"Glazing: 3/4" Overall I.G. Verified By: Luis R. Lomas, P.E. Florida P.E. 61514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R3 AE 510947A.odf Created by Independent Third Party: Yes 14604.4 Series 2451 Impact Vinyl SH Nailing Series 2451 Impact Vinyl SH Nailing Fin Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R3 C CAC NI012533-111-sipned.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2017 Design Pressure: +50/-50 Installation Instructions Other: Configuration: 0/X Max. Frame Size: W-48" H-72" FL14604 R3 II 08-00562B.pdf Max.Vent Size: W-44.25" H-35"Glazing: 3/4" Overall Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Laminated IG Created by Independent Third Party: Yes Evaluation Reports FL14604 R3 AE 510951.odf FL14604 R3 AE NOA 14-0423.17.PDF Created by Independent Third Party: Yes 4604.5wop 1 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange https://floriciabuiiaing.or pr pr app .aspx?param=wGEVXQwtDgsw8ZVNfe8A7badr84AYj7tMxOc%2bCzt3wJQfO%2bDuyALeA°/o3d%3d 213 10/26/2015 Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R3 C CAC NI012533.01-R2.Rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2017 Design Pressure: +50/-50 Installation Instructions Other: Configuration: O/X Max. Frame Size: W-54" H-72" FL14604 R3 II 08-00564B.Ddf Pax.Vent Size; W-50.5" H-35.5' Glazing: 3/4"Overall Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 aminated IG Created by Independent Third Party: Yes Evaluation Reports FL14604 R3 AE 510953A.Ddf FL14604 R3 AE NOA 14-0423.17.PDF Created by Independent Third Party: Yes 14604.6 Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14604 R3 C CAC NI009020.01-R2-signed.Ddf Approved for use outside HVHZ:Yes FL14604 R3 C CAC NI009020.02-111-signed.adf Impact Resistant:Yes FL14604 R3 C CAC NI009020.03-R2-signed.Ddf Design Pressure: N/A FL14604 R3 C CAC NI010670,01.Ddf Other:See drawing 08-02476 for design pressures. FL14604 R3 C CAC NI010670-Ri-sioned.Ddf Quality Assurance Contract Expiration Date 04/30/2016 Installation Instructions FL14604 R3 II 08-02476.0f Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R3 AE 513232.Ddf FL14604 R3 AE NOA 14-0423.16.PDF FL14604 R3 AE NOA 14-0423.17.PDF Created by Independent Third Party: Yes Back Next Contact Us;: 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ®® cCAuY securit sr�rares https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7badr84AY7tMxOc%2bCzt3wJQf0%2bDuyALeA%3d°/pad 3/3 10/26/2015 C(�>�(7.1 Florida Building Code Online Business t �1 & :Prof6sslonall Regulation Florida Departments BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Busines Professi I - 7 product Approval USER: Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail )OFNGE OF YHE FL# FL16893-R2 SECRETARY Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer National Approved Shutter Association LLC Address/Phone/Email 8717 NW 117 Street Suite 1 Miami Garden, FL 33018 (786) 621-6706 paloucks@gmail.com Authorized Signature Peter Loucks paloucks@gmail.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer l� Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Pedro De Figueiredo the Evaluation Report Florida License PE-52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By ]esus Gonzalez, P.E. L✓7 Validation Checklist- Hardcopy Received Certificate of Independence FL16893 R2 COI 15-112 CI.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https:/tfloridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsQpikGjURSLzA6YQkDyTcm7xWdzysdXbOw%3d*/o3d 1/2 10/26/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16893.1 SUPERNOVA ACCORDION SHUTTER ALUMINUM EXTRUDED ALUMINUM ACCORDION SHUTTER Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16893 R2 II 15-112 DWG.Ddf Approved for use outside HVHZ:Yes Verified By: Pedro De Figueiredo 52609 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +160/-160 Evaluation Reports Other: PRODUCT TO BE MANUFACTURED, DESIGNED,AND FL16893 R2 AE 15-112 PER.Ddf INSTALLED PER DRAWING SPECIFICATIONS 15-112 Created by Independent Third Party: Yes Back Next Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: a FIN-1 EC1 seCuritv.mvriucs' a https://floridabuilding.orgtpr/pr appdtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsQpikGjURSLzA6YQkDyTcm7xWdzysdXbOw%3d%3d 212 SUPERNOVA ACCORDION SHUTTER ;.••Q��°�� DE F _ 0 EXTRUDED ALUMINUM ACCORDION SHUTTER N 5260 FLORIDA STATE APPROVAL ;F OF -1/02F e Sti CODE VERSION:FLORIDA BUILDING CODE 2014 :�F ••mow R �� p•_Q APPROVED FOR USE IN HVHZ AND OUTSIDE HVHZ CATEGORY:SHUTTERS-- SUBCATEGORY:ACCORDION ••...... `,... IMPACT RESISTANT:(LEVEL D)-LARGE 4 5MALL M1551LE �� 5 o i o APR 2 8 1015 ..W O O Zzoo GENERAL NOTES: (FLORIDA BUILDING CODE 2014-HVHZ k non HVHZ) TABLE OF CONTENTS: Note°w o z I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE 5HUTTER;DESIGNED,CONSTRUCTED AND ERECTED TO SHEET DESCRIPTION .,w ui o w EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRI5 (LEVEL D OR LARGE MISSILE)WITHIN THE ALLOWABLE DESIGNED PRESSURES AND UMITATION5 STATED IN THIS I TABLE OF CONTENTS,GENERAL NOTF5,USER INSTRUCTIONS FL. APPROVAL. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRE55URE TABLE 1. 1 A AND GLA55 N 2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING SEPARATION TABLE 2 CODE UNDER TA5 201,202 AND 203•A5TM E330,A5TM E 1886 4 A5TM E 1996. 3 TYPICAL SECTIONS A.B 1.132,B3.134 WITH ANCHORAGE TABLES ; 3-POSTING:A PERMANENT LABEL SHALL BE PROVIDED AS PER PBC 2014 SECTION 1710.8.IT SHALL BE ONE LABEL PER j Q OPENING LOCATED ON THE BOTTOM OF THE CENTER MATE FACING THE EXTERIOR SIDE 4 TYPICAL 5ECTION5 B 4 C WITH ANCHORAGE TABLES O _ 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BY A FPOPE55IONAL 5 TYPICAL SECTIONS D,E 6 GH WITH ANCHORAGE TABLES <¢z� zln ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED PRE55URE MUST NOTrT W C)O U) EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE USED. G TYPICAL 5ECTION5 F.G 41 WITH ANCHORAGE TABLE5 iL ❑D� (8)U � 5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF GOG3-TG OR AS NOTED. 7 JAMB cz 10-L AND CORNER 5ECTIONS'J' UQ S G-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. 8 LOCK MALE 4 FEMALE SECTIONS'L' d INSTALLATION AND LOADS AS PER THIS APPROVAL. J 9 LOCK UNIMATE SECTIONS'M' J 7-USE:IT SHALL BE Tf1E RESPON5I13IUTY OF THE CONTRACTOR ARCHITECT OR ENGINEER OF RECORD TO VERIFY _ THE FOLLOWING: 10 STANDARD LOCK 5ECnON5'N' 7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. 02 — REQUIREMENTS,DESIGNED PRESSURES ETC. O 7.3-THAT THI5 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 12 COMPONENTS < J � �w 8-33 1/346 INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS FOR THIS 1 13 SECTION'X°DETAILS Uj PRODUCT APPROVAL.HOWEVER WOOD ANCHORS WITH I.G LOAD DURATION INCREASE FOR WIND LOAD HAVEw BEEN USED. o Q O 0< ASSOCIp�{ USERINSTRUCTION5: N • A • S . A I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. STANDARD COMPLIANCE: NATIONAL APPROVED K A5TM E330,E 199G(LEVEL D MISSILE) SHUTTER A55OCIATION L.L.C. 2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A. TA5 201,202,203(LARGE 4 SMALL MISSILE) ORNINGOmme- ASCE 7-10,SSTD 12-99,ADM-10,ND5-12 6717 NW 117 ST,STE 1 3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. HIALEAH GARDENS.FL 33018 sr-kr: Tel.:(78G)G2 I-6706 NA 4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS Fax:(786)G21-6708 DATE: PER SHEETS 3,4,5,G.7 4 8.SECTIONS CAN BE INTERCHANGEABLE. WWW.NA5A5HUTTER.COM 04/28115 DRAMNG 0 5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN 1 5-1 12 PRE55URE FROM GENERAL NOTES 4 SN[[( OI OF 13 ,'111/III III.� TABLE I TABLE I A INTERIOR/EXTERIOR 4+ 6.58 { No. 260 zou MAXIMUM ALLOWABLE RI BLADE MAXIMUM ALLOWABLE RI C RIB BLADES SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSURE _' .` BLADE 5PAN PRE55URE(P5P) BLADE SPAN PRE55URE(P5n r ALL ALUMINUM BLADES ?��,p:.(�A Qp •��' 0 INCHES POS N G INCHE5 P05 NfG —v 60 160 160 60 160 160 INTERIOR EXTERIOR 66 158 158 66 158 158 -,,111VAL /1 • m 72 144 144 72 144 144 1111 "Z m 2 78 133 133 78 133 133 APR 2 R 20151<8 84 124 124 84 124 124 INTERIOR/EXTERIOR 6.58 U d 9 90 1 16 I I G 90 1 16 116 1 1 1 COMBINATION O oo 9G 108 108 I 9G 108 105 1 U,W O 100• AWMINUM/LEXAN 5LADE5 U c� 104 100 100 104 100 100 mem BLADES CAN BE ARRANGED IN MANY 3 z N<_ 108 93 93 108 93 93 COMBINAnONS A5 REQUIRED 3 w In o w 114 83 83 114 83 83 iB 1B 120 75 75 120 75 75 INTERIOR/EXTERIOR z 12G 68 68 126 G8 68 < 132 62 62 132 61 61 N 138 57 57 138 53 53 144 48 52 144 45 47 INTERIOR/EXTERIOR Q 150 41 48 150 38 42 1B 1B IB �w IG2 30 40 162 28 33 O z k NOTES: "v0 ALL LEXAN BLADES z =ggW ?-ACCORDION SHUTTER BLADE SPAN (INCHE5)FOR ALL CONDITIONS 1T)J 2-PRESSURE-DESIGN WIND LOAD(PSF) 1 B 1 H �/ <z N }LINEAR INRRPOLAnON IS ACCEPTABLE FOR DESIGN WIND LOADS AND BLADE SPAN BE1LV12N TABULATED VALUES. INTERIOR/EXTERIORLu G(Y 0 o0o 4-USE TABLE I A WHEN ONE OR MORE TYPE I B BLADE 19 usm LL. "n K 5-BLADE REVERSED INSTAUATION 15 ALLOWED FOR ALL MOUNTED CONDITIONSO-1 OU TABLE 2 MINIMUM 5HU17ER SEPARATION PROM GLAZING U TYPICAL ELEVATION TYPICAL CR055 SECTION A,B,C,D,E TOP TRACK GLAZING SEPARATION (INCHES) BLADE TYPE BLADE SPAN � m <=104° <=1 G21 Wm ALUMINUM 2° 23/4° 3° m TiAss ALL ELEVATIONS r�IL. Ih ' �Iwnna U) z¢ ' ' H3.3° 3° 3° w a <=30'ELEVATION o Q to L, M. N z Y w LEXAN 2 I/8' 3° 3° o U < < >30 ELEVATION < O Q� NOTES: z _ I-SEPARARON FROM GLAZING AREAS SHALL BE MEASURED FROM W GLAZING SURFACE TO ThE MNER MOST BLADE OR LOCK SURFACE. H 2-GLASS SEPARATION IS APPLICABLE ONLY WITHIN THE HVHZ ^ ~ i, (BROWARD AND MIAMI-DADS COUNUE5),WIND ZONE 4 AS PER ILS 2 ASTM EI99G AND ES5ENTIAL FACILITIES AS DEFINED ON ASCE V 7-10. 3-WHEN 9HUTrER 15 A55EMBLED WITH BOTH TYPES OF BIADE9 THE CRAPTPJG•MORE PIG LARGEST GLASS SEPARATION SMALL APPLY. BOTTOM TRACK �` A,B,B1,B2,63 NA 84,C,D,E,F,G,1 DATE, SHUTTER WIDTH (SW> 04/28/15 NO LIMITATION DRAWING0 I5-112 sneer 02 Of 13 ICAL 5ECTION5 A,B 1,132,133,54 AND ANCHOR SCHEDULE — ! 1/1B ,0.0.�� DE F/ e1' GR5 SDS OR Qz #10X3/4' TEKS ,�Qs��•'°�°�6EN SECTION A 1/2' HHMS W/N T J a¢ AT 12' OC *i NO. 260 '�*G o v BUILT-OUT ON ANGLEAT 12'OC w rn -v' HEADER OR SILL i6 _ OPTIONAL 2,2A—" rm I SECTION B4 %, T 4� = I ADJUSTABLE TRACK '%�iP •t(� �•-•, ON REVERSE ANGLE %�lCsf"+,,,,.,, �'%.�O v m EMBE➢. = SILLONLY I �� ANCHORS DESIGNED s o Q 0 °' *$ W z AS PER SECTION B4 APR 2 8 2095 ,�a CIA DESIGNED = 10 ;- ,� ON TABLE BELOW z 3 0 0 S PER SECTION A " ca O O _ „a ON TABLE BELOW "'°' U O a 1: aUm» 1/4-14X1' GRS SDS OR 1/4-20X3/4' PHMS W/NUT w W t I a SPACED AT 5'OC _ j EMBED. .- SECTION 51 ZZ X _ 'A'TRACK ON ti 1/1B REVERSE ANGLE _ SILL ONLY f 1 ANCHORS DESIGNED ti 1/1B > y Q '•' AS PER SECTION B1 w #10X3/4' TEKS SECTION 53 z o_ .411 �• W c ON TABLE BELOW a AT 12' OC ADJUSTABLE ON O _ w q = 5TD ANGLE Z^/ SILL ONLY a/ z 0 _ _s <:: C,0 lf1 1/4-14X1' GRS'SDS OR v I I =: •^4�W ANCHORS ➢ESIGNED 1/4-20X1/2' HHMS W/NUT _ ;i EMBED. AS PER SECTION B3 , O U SPACED AT 12'OC :% ^ti ON TABLE BELOW S, ¢g N �X _i Z ' J � J 0- 10 1 EMBED. 0 a ; ,^`wW ANCHORS DESIGNED w ¢ 1/1Bi AS PER SECTION B2 1/4-14X1' GR5 SDS OR O = w 16 ` '"F ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT K OPTIONAL c' "�— SPACED AT 5'OC m w s G co X I MAX. BLADE SPAN IN INCHES ] SEE ANCHOR SCHEDULE ON z 4!r: 11 ;i EMBED. MAXIMUM ANCHORAGE PRE55URE(PSF) r SHEET 11 FOR ANCHOR TYPE Q p BA5ED ON SPACING IN INCHE5 ON CENTER O oc SECTION 82 ANCHORAGE SPACING 162 132 108 84 60 0 (� 0 1/4-14X1' GRS SDS OR F 1/4-20X1/2' HHMS W/NUT A°TRACK ON s E E1 E E1 E 1 E E1 E E1 <_ _ SPACED AT 12,OC STD ANGLE 14 40 31 62 38 93 46 124 60 160 84 Q SILL ONLY SECTIONS 12 40 36 62 44 9354 160 70 160 98 _ A,B1,B2 8 40 40 62 62 93 81 124 105 160 146 Z _ MAX. BLADE SPAN IN INCHES 83,64 6 40 40 62 62 93 93 124 124 160 160 4 40 40 62 62 93 93 124 124 160 160 P K SEE ANCHOR SCHEDULE ON 1 1 SHEET 11 FOR ANCHOR TYPE M A X I M U M ANCHORAGE P R E S S U R E (P 5 F) 13 A 5 E D O N 5 P A G I N G I N I N C H E 5 ON CENTER DRAPIING`MOMMM ANCHORAGE SPACING 162 132 108 84 1 60 sc� A Al B IB1 IC ID A Al IB IB1 C D A Al B Bl C D A Al B Bl C D A Al IB IBI IC ID NA 14 40 40 40 40 40 62 62 49 62 49 90 22 93 60 92 60 116 29 124 77 118 77 160 40 160 198 160 107 DATE: SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125 04/28/15 A.B1,B2 8 40 26 40 40_14g_ 40 62 32 162 162 62 L62 93 39 93 93 93 93 124 51 124 124 124 124 160 171 11601160 160 160 DRAWINGS 63,64 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 15-112 4 40 40 40 40 40 40 62 62 162 162 62 62 93 79 93 93 93 93 124 101 12411-1-A 1124 160 114211601160 160 160 SHM7 03 OF 13 TYPICAL SECTIONS B AND C •,•'� _ p, •�'••. AND ANCHOR SCHEDULE8 �•`�@�•" CEN 'w N; F a 1 Nm 260 3 o u ��Oi ANCHORS DESIGNED I P rAS PER SECTION C %�iP zF� / ON TABLE BELOW '�L�t' *• R 41 ONAIL 3,3A ••......u�•L a Samf a s •fAPR 2 8 2015 '•'o wti 1/IB ��gq� w � _ �a R00 w rLm i 1 I ' Hum".. CLOD •;i':;•:,•i?.:;. (6 ��'1:ri:::::n': w W m O w OPTIONAL v=i t� NCHORS DESIGNED = -S PER SECTION B z I/1B ,2A 11 W N TABLE BELOW z (L SECTION C w aWALL MOUNT W1TH N w w TRgCK 3 OR 3A N SECTION 13 _ H�ERORSIu Q BUILT-OUTti 1/1B ` Q REVER52 ANGLGL EEMBED HEADER OR SILL Z l.L QzN •,5 SDS OR $ LLJ D LD N 1/4-20X1/2' HHMS W/NUT N 3,3A 8 G 0 K SPACED AT 12'OC v a p CLv ANCHORS DESIGNED AS PER SECTION C J ON TABLE BELOW -I MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE m MAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON SPACING IN INCHES ON CENTER � m ANCHORAGE SPACING 162 132 108 84 60 A AI B Bl C D A Al B H1 ff-6 A AI H Bi C D A AI B B1 C D A AI B Bi C D Uj 14 40 -- 40 40 40 40 62 18 62 49 81 22 86 60 81 60 104 29 110 7 104 77 145 40 155 108 146 107 Q w SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 87 26 93 70 87 70 111 34 119 90 112189 156 47 160 126 157 125 8 40 26 40 40 40 40 62 32 62 62 93 39 93 87 . 93 86 124 51 124 111 124 111 160 71 160 156 160 155 z ¢ 8 8 C 6 40 35 40 40 40 40 62 43 62 62 93 52 93 93 93 93 124 67 L24 124 124 124 160 94 1600 160 O 040 40 40 40 40 40 62 62 62 62 93 76 93 .93 93 93 124 98 124 124 124 124 160 137 160 160 160 160 Q N MAX. BLADE SPAN IN INCHES z _ SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE 111E55URE(P5F) P K SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER' ANCHORAGE SPACING 162 1 132 1 108 84 60 DRArRNG4MORPDJG s E E1 E E1 E EI E E1 E EI s� L 0 31 62 38 87 46 112 60 157 84 NA SECTIONS 40 36 62 44 93 54 121 70 160 98 DAM B&C 40 062 62 93 77 124 99 160 138 04/28/15 40 40 62 62 93 88 124 113 160 158 0mNGs 40 40 62 62 93 84 124 108 160 151 15-112 04 OF 13 ••' DE F/ ' _ TYPICAL SECTIONS D,E#GH ANCHORS DESIGNED , QO�• C EH •% ANCHORS D IG ED AS PER SECTION GH p`�f �' SF ".pa AS PER TITS D AND ANCHOR SCHEDULE . Q. '�= ON T E�BELOW ON TABLE BELOW = EO? 9c- ON 260 (ED) EDGE w (ED) EDGE DISTANCE w DISTANCE �:: S A d ED. EQ , -oFs��RHC� 6A' s/ONAL ••P` a m m 2,2A #10X3/4' TEKS _ APR 282015 wog AT 12' ac r ^ Ut7a I CTIOND z3oO ' oZZ w c I IN MOUNT W z Q _ (ED) EDGE 2 u O 0 < w \ EADER ORSLL ACK 2 OF,2A DISTANCE ��m> a rlz SECTION E �... I w imn o w y a+� 1B ANGLE INSEE MOUNT w Lo o'mfm -1 HEADER OR SILL _ - W rz 11 II 1/4-14X 3/4' TEKS I SPACED AT 12'OC w z X H W ID f 1 = a SECTION GH Q fn w ti ADJU5TA6LE MOUNT ANCHORS DESIGNED > w Q m AS PER SECTION E HEADER/SILL O Z ON TABLE BELOW z 1 I/4-14X1' GR5 SDS OR <z Fn S 1/4-20X1/2' HHMS W/NUTt-)'iu m M Q S = SPACED AT 12'OC Q_ p w �T7 o Og ti Jz 1/IB J -J N MAX. BLADE SPAN IN INCHES c o SEE ANCHOR SCHEDULE ON SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRF55UPE (P5F) BASED ON SPACING IN INCHES ON CENTER ANCHORAGE SPACING 162 1 132 108 84 60 162 132 108 84 60 A H C ID I A IB IC D A B C Duj A B C D A B C D s E E E E E z 20 34 40 20 24 43 52 25 31 60 72 36 43 16 28 34 41 M124 O Q 12 30 36 -- '21 37 44 22 26 45 54 26 32 58 69 34 41 81 97 48 57 12 37 45 55 SECTION D 8 4040255 62 32 39 67 80 40 48 86 103 5L 61 121 145 71 86 8 40 62 83 06 40 40 35 40 62 62 43 52 90 93 53 64 115 124 68 82 160 160 95 115 662 93 a4 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4 40 62 93 0 Q u� 11 -- 22 -- -- 22 26 -- -- 27 32 20 -- 35 '41 26 24 49 58 36 34 11 22 27 33 43 60 9 22 26 - 27 32 20 - 34 39 24 23 43 51 31 30 60 71 44 42 9 27 33 41 52 73 z _ SECTION E 8 25 30 -- -- 31 36 22 21 38 44 27 26 49 57 35 33 68 80 49 47 8 30 37 46 59 82 ,/ 6 34 39 24 23 41 48 30 28 50 59 36 35 65 76 47 44 91 106 65 62 6 40 50 61 78 109 IK\ 4 40 40 36 35 62 62 45 42 76 89 55 52 97 114 70 67 136 160 98 93 4 40 52 64 82 115 12 -- -- -- -- -- 22 -- -- 23 27 -- -- 29 34 22 20 41 48 30 28 12 -- 22 27 35 49 "o•"' 9 20 24 - 25 29 - 30 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 47 66 serve: SECTION GH 8 23 27 - 28 33 21 19 34 40 25 23 44 51 33 30 61 72 46 42 8 27 34 41 53 74 NA 6 30 36 23 21 37 44 28 25 46 53 34 31 59 69 43 40 82 96 61 56 6 37 45 55 71 99 DATe: 4 40 40 34 31 56 62 42 38 68 80 51 47 88 103 65 60 123 144 91 84 4 38 47 57 74 103 04/28/15 DRAWINGM 15"112 SttEef 5 OF 13 TYPICAL SECTIONS G,F AND I _ •.••' / �''-., g AND ANCHOR 5CHEDULE .•',�� ENs� ,/��O'- O N0. � z i =off ti 5ECTION I STAT : v w F y RECE55ED MOUNT �Ost ,+° •� r q SILL ONLY •`_ »10X3/4' TEKS x 'aFr3' x••;,62 w w AT 12' oc ti - 8/ORALE .••`' -14,n cn m ' APR 282015 wo° 5ECTION G '�°' -„ANCHORS TYPE U U3'a ADJUSTABLE MOUNT A, H, C OR D v 0 vxi SILL ONLY EDGE CLEARANCE(EC) SPACED AT 48.00 O O 1 IMO CONCRETE—4'(3000 P51 CONCRETE) O INTO WOOD—2 1/2'(WOOD 5G:0.55) _ (EC) EDGE APPLICABLE FOR ALL LOAD I INTO METAL:2°(cocarsain.I.o2Asm+A3cs� CLEARANCE CONDITIONS FROM TABLE 1 F z m a= bwmC, I . ),_c`:(f ..rm (ED) EDGE DISTANCE ~ STANDARD LOCATION 2 �� ALTERNATE LOCATION N ANCHORS SPACEDANCHORS SPACED AS PER SECTION G �� q AS PER SECTION G1. ON TABLE BELOW (ED) w E1 ON TABLE BELOW - Q DISTAIYE -1 1/1B > f W Q • a SECTION F Q ?j ALTERNATE (ED) X D- 'A'TRACK IN5ET MOUNT z _— EDGE DISTANCE N �' 51LL ONLY J) w z to w q x Q FF W 0 Q O U1 w DKA ANCHORS DESIGNED o w AS PER SECTION F t_(A TABLE BELOW u�¢S H 4 J J (ED) EDGE DISTANCE w c� MAX. BLADE SPAN IN INCHES G m SEE ANCHOR SCHEDULE ON (_ SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PPE55UPE (P5F) 5A5ED ON 5 P A C I N G IN INCIIE5 ON CENTER z ANCHORAGE SPACING 162 132 108 84 60 162 13211081 841 60 O Q A B C D A H C D A B C D A B C D A B C D s E E E E E z 16 -- -- -- -- -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 27. 26 16 -- 21 26 33 46 F 12 --1 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 SECTION G 8 28 33 20 20 35 41 24 24 42 50 30 29 54 64 38 38 76 90 53 53 8 34 42 51 66 92 6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 51. 50 102 120 71 70 6 40 56 68 88 123 z _ 4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130 16 283401521 35 42 -- 25 42 51 23 31 55 66 29 40 76 93 41 55 16 35 43 53 8 g95Q I(12 3827 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 58 70 90 I K8 4040 62 62 37 50 85 93 45 62 109 132 58 79 153 160 81 111 8 40 62 93 136 6 4040 62 62 49 62 93936082145 16077 106 160 60 108 148 6 40 62 93 60 4 4040 62 62 62 62 93 93 90 93 160 160 116 158 160 160 160 160 4 40 62 93 160 sae: NA DATC: 04/28/15 ' DRAWINGD IS-I 12 9N[Cf 06 OF 13 ''•/////I/1I1III/y TYPICAL HORIZONTAL DE p� ' JAMB AND CORNER SECTIONS J �•'Q '•�� ENBF �(� $ OPTIONAL SEALANT s NO. 260 MIN, (3) ANCHORS ANCHORAGE TO WALL SECTION J TYPE A, B, C OR D s_ k. C IS NOT NECESSARY _ JAMB CLOSURE 4' FROMS ENDS SECTION J I o WALL MOUNT AND ONE AT MIDDLE JAMB CLOSURE _'�F".�, R 1�,p•' \�0rb - NNSETMOUNT '•.sS�O1VA1. - - (X2) #IOX1 SDS IA J oq 9 9A TOP AND BOTTOM DIBETa&.xr -I APR 2 8 Zp�g v a Xj I A TRACKS I i2 o o W OU N w 4 S t9 m» D i Mm cu TOP & BOTTOM TRACKS O -M_ m� n 1 Z IB Lu ❑On C) 0 ANCHORS TYPE O A, B, CORD D--� u�¢g SPACED AT 24'OC U Fl J � (ED) EDGE � Li —ED ED.ISTANCE SECTION J2 .IAMB CLOSURE 112 O BUILT-OUT MOUNT 21 OR 11 M #IOX3/4' SS SMS OR 3/16' POP RIVETS v+ IA SPACED AT 24'OC SECTION J3 M z CORNER CLOSURE O O � U' g Q _ N 2Z �zs PKN ORAP@X'.MQP[W- SCP1C: 7 OR 7A NA IB 1B PUSH BOTTOM LOCK Dare: 7LOCATED ON ACCORDION 04/28/15 INTERIOR OR EXTERIOR SIDE DRAWN 9 I5-112 sK¢r 07 OF 13 TYPICAL HORIZONTAL SECTIONS �o`' l1` , •�g 11D'LOCK SECTIONS L c'•�4 +��'x exs� 260 STAT { 9 NOTE:SHUTTER CAN BE LOCKED FROM �, -�FS ,0 R>,,'•""" INSIDE OR OUT5IDE BY PLACING LOCK z a H^w SECTION L INSIDE OR OUT5IDE A5 REQUIRED. LOCK BLADE SECTION "'••••...n• $a m CL05E P051TION o¢O APR 282015 u�°ate W WMLu O O L -A uuJm Clw a N 1 1 Q iB iB > W BA o B z 3u=i� 6� Gz� W 000 (L Z)COMMERCIAL MORTISE LOCK W/ O °ttC u EXTERIOR KEY OR THUMB TURN � AND INSIDE THUMB TURN ANCHORS TYPE INSTALLED ON SHAPE 8 A, B, CDR D SPACED AT 24'OC -1 ALTERNATE 5ECTION L I SECTION L LOCK BLADE WITH STARTER BLADE SECTION LOCK BLADE SECTION IA OPEN P051TION O z z L 0 �r W N Z O Q O Q O N N FU7aF TW/ , 8AB DRA?MJG4A4MW- COMMERCIAL MORTISE LOCK W/ 5CAW; EXTERIOR KEY OR THUMB TURN NA AND INSIDE THUMB TURN DATE:COMMERCIAL MORTISE LOINSTALLED ON SHAPE 8 04/28/15 iB EXTERIOR KEY OR THUMB TURN SB 11A ,0 AND INSIDE THUMB TURN 15-112 INSTALLED ON SHAPE 8 SHrer 08 OF 13 TYPICAL HORIZONTAL o,`g'�� E F UNIMATE LOCK5ECTION5 M OPTIONAL LOCKING PINSAPPLIC SECUREASTACK BLE NIN THE , Q NO. 260 LY TO �iWm OPENAPPL POSITION z*i ;* 3Sa' TAT N 7A Z O R 10 NOTE:SHUTTER CAN BE LOCKED FROM •'•.,, ,.,N 'S'',",� INSIDE OR OUT5IDE BY PLACING LOCK a SECTION M o¢o N5 DE OR OUT5IDE AS REQUIRED• o�. LOCK BLADE SECTION0 1W APR 2 8 2015 u,o CL05E P05ITION 7A ? O a0o`u� �W W �L7 all V' NW W I(IOw / Z P N A 7 7A 7 OR 7A Q az G I > _ � 1HJ 1/4-20X3/4'THU SCREV ^/ Z= 1 LOCATED ON AC DION ,O INTERIOR OR EXTERTO IDE 1.L z U1 DRILL AND TAP OPP E 1/4X1 1/2 PULL PIN �-W 0 O N 6� N3 ; BLADE TO RECEIVE SCR INSIDE DR OUTSIDE ? 0 PUSH BUTTON LOCK VITH KEY DR O g THUMBTURN LOCATED ON ACCORDION V J INTERIOR OR EXTERIOR SIDE ALTERNATE 5ECTION M I J 5E LOCK BLADE N4TH . LOCK �E SECTION 5TARTER BLADE SECTION O .. P051TION ANCHORS TYPE „w ) 7 OR 7A A• B, C OR D SPACED AT 24'OC71 G m s V) z '7 OR 7A—,, .> lA OlBOIMENT� Q wp o K Cu11 1111 AI I O 0U' uim A 7 OR 7A �' a 1 1 u IB PUSH BUTTON LOCK 7 OR 7A y LOCATED ON ACCORDION P K INTERIOR OR EXTERIOR SIDE DRMDNG4kCMW- � � 5CAIE: NA 1 1 Dare: 1B 1 iB 04/28/15 DRAN1NG 0 I5-112 SH=T 09 OP 13 TYPICAL HORIZONTAL 5ECTION5 DE F/ STD LOCK SECTION5 N ,,•��,.•�C ENSU / No.5260 STA .• d -�'� At V, t1`trA NOTE:5HUTTER CAN BE LOCKED FROM 'aFS •✓ '%%u N m IN5IDE OR OUTSIDE BY PLACING LOCK SECTION N ,--af.�ONAL S m INSIDE OR OUTSIDE AS REQUIRED. -a.-/.I/I/.// Z N LOCK BLADE SECTION a m f CL05E POSITION QPR 2$7.015 0 N�W ��J ¢�IWzi1 �Z�00 tea¢ zfO[`NW0 H y z N Q Z u W l D O W I— FZa- _N MW 1 Q IB 1B 5� > =3W Q 22A O ?=0� 22 z 3N� 6 (L/ azo) 22B J}� 1000 D- o@W. SD i 8 -(nag ANCH13RS TYPE A, B, C T D SPACED AT 24'110 -I ALTERNATE SECTION N 1 . 5ECTION NLOCK BLADE WITH LOCK BLADE SECTION STARTER BLADE SECTION 1 A OPEN POSITION +T� 41 M U- N LJ � uZi 0 ' N SQA 22A 22 p �( 1 IBJ 22B 2zAJ � ��/FEW- zz �: NA DAM I 1 04/28/15 1H IB DRAWING/ 15-112 smy 10 OF 13 TYPICAL BLADE ASSEMBBILL OF MATERIALSLY Fl a�•pt� DE p� CEHBF X- % o REM DESCRIPTION MATERIAL MANUFACTURER % 13 I BLADE 606346 ALUMINUM N.A.S.A. N 5260 ° tl m IA STARTER BLADE 6063-T6 ALUMINUM N.A.5.A. 1 1 12 13A ID COMP051TE BLADE 6063-T6/LEXAN N.A.5.A. 16 19 1C FLOATING STACK BLADE 6063-T6 ALUMINUM N.A.5.A. ATL 2 CEILING TRACK 6063-T6 ALUMINUM N.A.5.A. O R 4fI 14 3 I'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.S.A. 'q'��''". 0�1„�„••\��.� ,4, 20 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.S.A.16 4 'A'TRACK 6063-T6 ALUMINUM N.A.5.A. NA .� m m 14 5 RECESSED TRACK 6063-T6 ALUMINUM N.A.S.A. ' -•rr.rr. ammH� Lj 6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.5.A -6A ADJUSTABLE MALE TRACK 6063-T6 ALUMINUM N.A.S.A APR E 20]5a 7 UNIMATE LOCK BLADE W/O LP GOG3-T6 ALUMINUM N.A.5.A z 3 C3 7A UNIMLATE LOCK BLADE W1 LP 6063-T6 ALUMINUM N.A.5.A o��-Q HFADER ~ B HD FEMALE LOCK BLADE 6063 TG ALUMINUM N.A.S.A. ,°a=}OU O 0. 14 8A HD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. 6B HD ADAPTOR FILLER 6063-T6 ALUMINUM N.A.S.A. u w uu'i 13-NIOX31HH 9 ['JAMB CLOSURE G063-T6 ALUMINUM N.A.5.A. BLADE SCREW 9A 2'JAMB CLOSURE 6063-T6 ALUMINUM N.A.S.A. 410 STAINLESS STEEL 10 114-2X ANGLE 6063-TG ALUMINUM N.A.5.A I I 1/6-2X ANGLE 6063-T6 ALUMINUM N.A.5.A. F 12 WHEEL CARRIER PLATED 5TEEU NYLON N.A.5.A- is .A.5.A13 a I OX3'Hh BLADE SCREW 410 STAINLESS STEEL N.A.5.A. N 0.19 13A N I OX2°HH BLADE SCREW 410 5TAJNLE55 STEEL N.A.5.A. 51 El 14 0.44'0 FLAT WASHER STAINLE55 STEEL N.A.S.A o 15 0.46°0 x 0.93"BUSHING NYLON N.A.S.A. w Q Id 16 0.46'0 x 0.65'WHEEL BUSHING NYLON" N.A.5.A. O Z 19 PUSH-BUTTHE LOCK 20 12k 318-WHEEL SPACER NYLON N.A.5.A. 14 115 Iq 21 I/16'-IX2,IX2.5,IX4,1.5X3ANGlLS 6063-TS ALUMINUM QZ{n 16 —I 22 STD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. L-Lu ❑O U) IS / �il@✓tL 0 14 22A 5TD MALE LOCK BLADE 6063-T6"ALUMINUM N.A.5.A- 13J .A.5.A p 13J I3A 2215 5TD LOCK KEEPER 6063-T6 ALUMINUM N.A5.A. p O 13A-N I OX2'HH O°L tt Vq� BLADE SCREW a..in 4105TAINLE55 STEEL U J 0.500 0.460 - L0.44)60 0.390 0.20 0.390—�I �� 0.44. 0.03 m� i4 $ -4— ANCHOR 5CHEDULE _r, •0 i o o f o m 0� 0.310 o TYPE DESCRIPTION EMB E.D. G m v c o v N 14-0.03'X 0.44'0 4 1.75 3.0 Q o o STAINLESS STEEL 114'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 0 0 FLAT WASHER Al 14'ITW TAPCON INTO CONCRETE BLOCK 1.25 3.0 w 1/4•ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 16-.46'0 X.65' 15-400X.93' O 0.50 NYLON WHEEL BUSHING NYLON BUSHING, B 14-20X I ALL POINTS 50LID-5ET INTO 3.0 K51 CONCRETE 0.875 3.0 0 I/2"0%0.36' B I 14-20X I ALL POINTS SOLID-SET INTO CONCRETE BLOCK 0.875 3.0 NYLON (� NriON WHEEL I C 1 141 WOOD LAG SCREW INTO G=.55 WOOD _ 1.50 0.75 SPACER - MINUM I -- 0.75 Q E I/4°C - INTO 3000 PSI CONCRETE 1.75 3.0 z 4z= E 1 1/4°CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 NXES: ED:EDGE DISTANCE SMALL Be BEYOND WALL[MESSINGI� 12-WHEEL CARRIER EMB:EMBEDMENT SMALL BE BEYOND WALL DRESSING 11�\ 1/4'TAPCAN.114'CRR-rLfX 014 WOOD SCREWS CAN BE USED IN REPLACE OF 1/4'LAG SCREWS STAMPED 55 WITH p NYLON WHEEE5 DRAPLM 4MAEe1C r6 SCALE- NA m DAYL 0 04/28/15 DRAWING 0 15-112 SmEr II OF 13 �E T�CEPT�K SHUTTER COMPONENTS •••'alt+• F� . 4.54 0.3 ,NS �• o o.lD 3.00 d co f- d No. 60 �E� cu C3 2.83 0.64 I---1.45 , d T- �^� 2.41 0.60 1 A-STARTER BLADE y O5 o. n STAT O �•••• �- I-0.05'ACCORDION BLADE .. tl + d m N S,�s 0 R •,�o Q d 0.86 S a 4.61 h� 1,0 ==__=-='�-1 - o.77 �1 APR 2 81015 a �4.os oo• se -jo.61f- 3.07- 0.07 RG 5-RECESSED TRACK e O O p h a ' OPTIONAL SILL MOUNT ONLY - 9-I°JAMB CLOSURE - _ m>O h o 3-1"//Z BUILT-0l1T TRACK 3-I-I'//}"BO TRACK W/O 1.65--{1 3.70 -� uwu�iow O' HEADER/SILL MOUNT RAIN GUARD(RG) ✓fl I G 0.05'FLOATING STACK BLADE � uPi _ 9A-2'JAMB CLOSURE z 0.86 qh I j 0.61 O 913-HD JAMB CLOSURE N 4.56 � 4.08 0. ,0 3.23 n m o \ KQ o m d 1.24 I.99 / puj C5 o 0.97 0 260 2.81 O _ C5 N 0.95 I--1.13-�-1.29 ^/ ^Z 3.2I d O.06 I.L.. Z.tD P 1 B-COMPOSITE 3.37 1.48. 0.06 y �J ALUMINUM/LEVAN BLADE 4-°A°TRACK 2.04 Vp p LLI LDIAN POLYCARBONATE APPROVED SILL MOUNT ONLY p O AS PER NOA 13-0717.01 7-UNIMATE W/O LP ^ 'n Q g NLI02UV LOCKING BLADES N 0.06 V I - d U 2.43 R 6 J 1.83� 0.66 3.92 C5 (146 - 0 0.61 22-FEMALE STD 22A-MALE STD L (161 2.85 LOCKING BLADE LOCKING BLADE W.. 6 n - m o o 1 d 0 a 79 W o _ o o 0 =ot O -f0.61r- d s 0.07 dRG -2.09 - d ID OPTIONAL O,07 2.23 0.07 Z 2-INSET TRACK W/RG 2.1-INSET TRACK W/O RG 7A-UNIMATE W/LP 0,I HEADER/SILL MOUNT HEADER/SILL MOUNT. LOCKING BIADE5 2213-LOCK KEEPER INSERT O 6-ADJUSTABLE FEMALE HFADER/SILL MOUNT 0.125 /��ALTEMATE CALX 4 L /(L' ---TOR 0.51 2.31 Q a �Ll/ 3.83 2.07 1.77 'S1 0.41 z z= 1.91 E 09 1.56 0 Tj PK N �O' n + d m m m N,"-, 0 4116 P m ORAPIWG.MA@NG I ^ _ - d d 0 0.86 m 1 NN m a -��--1.99 0 SCALP. o d NA OATS: -10.61f-- Z. 63.36 0 75 BB-ADAPTOR FILLER 04/28/15 0.07 RG 0.08 0.08 USE WITH 8 AND 8A DRAWING0 OPTIONAL 3A-2°BUILD-0UT TRACK 3A.1-2°BO TRACK W/O GA-ADJUSTA13LE MALE 8-FEMALE HD 8A-MALE HD 15-112 HEADER/SILL MOUNT RAIN GUARD(RG) HEADER/SILL MOUNT LOCKING BLADE LOCKING BLADE SNRT 120E 13 �. E F/ SECTIONX 0�v�...ENSF TRACK 2 OR 2A IN5Ef MOUNT 5ECURED TO AN ALUMINUM PLATE i No.• 260 BETWEEN WOOD TRU55E5 X 7 A s .'Aplin N m 0.63 0.62 ••1%,,��NALnn� m 1.25-{�-1.25 +1.25 5.00 —{ u a a u APR 28 2015 • 003 (4 PER RAFTER) U'D a-1 1/4'X 2 1/4 FH TAPCONS F ?�S a WITH 2' MINIMUM I/4'X5'6063-T6 ALUMINUM PLATE O o w PENETRATION INTO WOOD v U N_0 S ?C9m» 3wmow 5.00 Ncu � 1/4'X5' OR 1/8-X5' 6063-TG oT U~1 m 2,2A ALUMINUM PLATE SECURED TORAFI U1 1 11 MAXIMUM - 0 Q ALTERNATE TO PLATE D� w I ; I SPAN B. PRESSURE 1/4'X27(5°6063-T6 ALUMINUM ANGLE ni > w Q. x 1/4'-14X 2' SELF DRILLING SCREWS O j 2 a z SEE SHEET 5 MOUNT TYPE D z �L a a ANCHOR TYPE D FOR ANCHOR SPACINGLn -� Aw �ON 1/1B ? p CI w ------------ �(J� s.oo ��a 3 J O ' I/8°X5°6063-T6 ALUMINUM PLATE ' ALLOWABLE DESIGNED PRESSURES ALLOWABLE DESIGNED PRESSURES FOR SECTION X WITH 1/4'ALUMINUM PLATE FOR SECTION X W(TM 1/8'AWMINUM PLATE ro BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED 1 �5.00� 0 SPAN PRE55URE(P5SPAN PRESSURE(P5F) m IN BLADE I BLADE 15 (IN) BLADE I BLADE 113 d� 60 ±159 ±159 60 ±99 ±99 72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE o Z 84 ±113 ±1 13 84 ±71 ±71 I/8'X2 X5'6063-T6 ALUMINUM ANGLE N o Q 90 ±106 ±106 90 ±66 ±66 = 108 ± 88 ± 88 108 ±55 ±55 1 O 126 68 ± 68 126 ±47 ±47 g _ 132 ± 62 ± 61 132 ±45 ±45 8 Q 144 +48,-52 +45 47 144 ±41 ±41 z 162 +30,-40 +28,-33 162 ±30 +28,-30 PK . NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZE5 - vRArrm4ticRffw- SCALr NA DAIS: 04/28/15 DRAWING# 15-112 5mmT 13 OF 13