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HomeMy WebLinkAboutPRODUCT APPROVALS :Florida Building Code Online Page 1 of 2' .�.&� �i i.'...'✓�am,ilr"� L£s, r: Y �i� z''I . hAT � - BCIS Home Log In User Registration ; Hot Topics Submit Surcharge I Stats&Facts PublicationsS Contact Us BCIS Site Map 'Links Search r . ;. F'..a Product Approval i USER:Public User - FHoV.COP17 } 4e Product Approval Menu>Product t or Application Search>Aoolicaticn List>Application History>Application Detail MFL# FL21037 R2 Application Type Editorial Change REVIEWED Code Version 2017 FOR Application Status Approved COMPLIANCE /a NCE *Approved by DBPR.Approva s by D PR s all be reviewed and ratified b the POC and/or the Commissit�"rcelsMOM 16 OO U9Ni Y Comments s�� 11C�/� Archived Product Manufacturer Air Master Awning,LLC Address/Phone/Email Road PR#2 interior KM 56.7 Barceloneta,NON-US 00617 (787)846-2110 marilynortiz@airmasterwindows.com Authorized Signature Marilyn Ortiz marilynortiz@airrriasterwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email' Category Windows Subcategory Horizontal Slider 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 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By - Product Approval Method Method 1 Option A Date Submitted 07/23/2020 Date.Validated 07/27/2020 Date Pending FBC Approval Date Approved 08/02/2020 Date Revised 12/21/2020 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsBoeg02%2b... 1/28/2022 Florida Building Code Online. Page 2 of 2 Summary of Products FL# Model,Number or Name Description 21037.1 Rolling Window.with Insulated Glass Horizontal Roller Window with Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL21037__R2-_C_CAC_N101,3323-Ri.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2022 Design Pressure:+70/-70 Installation Instructions Other:See Installation Instructions,AIR009,and Product FL21037 R2 II AIR009 SS 2016-08-24.Ddf Evaluation Report,PER4424,for product size,installation Verified By: Hermes F.Norero,P.E. Florida P.E.73778 requirements-and limits of use. Created by Independent Third Party: Yes Evaluation Reports FL21037 R2 AE PER4424 SS 2016-08-25.odf Created by Independent Third Party: Yes 21037.2 Rolling Window with Monolithic Horizontal Roller Window with Monolithic Glass Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL21,037 R2 C CAC NI013323.01-R1.j2df Approved for use outside HVHZ:Yes FL21037 R2 C CAC NI013323.02-Rl.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 05/31/2022 Other:See Installation Instructions,AIR010,and Product Installation Instructions Evaluation Report,PER4425,for product design pressures FL21037 R2 II AIR010 SS 2016-08-24.odf and sizes,installation requirements and limits of use. Verified By: Hermes F. Norero,P.E. Florida P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL21037 R2 AE PER4425 SS 2016-08-25.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.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 hem. Product Approval Accepts: Credit Card Safe 1, I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsBocg02%2b... 1/28/2022 AIR MASTER WINDOWS AND DOORS PREPAREDZ 0 GENERAL NOTES: ROLLING WINDOW BUILDING DROPS,INC. 39R E.DANU1 BFACH BLVp.,SFE 33R OAxw BEACN,iL 33606 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED - vx:I9sap97-Bate FAx:l9sapaa.aae IN COMPLY WITH THE CURRENT EVALUATED BUILDING CODE(FBC), WITH /NS ULA TED GLASS wcB:�.n"IIe�Nea,vvs..•n, INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 1 u• TAS 201-94 • TAS 202-94 Z n$a TAS z03-9a 74"FRAME WIDTH "6 b$ 2.ADEQUACY OFTHE EXISTING STRUCTURAL CONCRETE/MASONRY, C) m z m STEEL,AND 2X FRAMING AS A MAIN WIND FORCE RESISTING 33 1/16"D.L.O. 33 1/16EE D.L.O. C,�2 o o Q W R, SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF ¢m THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF tp Z 333 INSTALLATION. 3.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND / 3 C ANCHORED TO PROPERLY TRANSFER ALL LOADSTO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE Q r R RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR U ¢IF iD THE PROJECT OF INSTALLATION. w 3 Ln Sr 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND LL � C D E MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF 4 9 4 , Q SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE CC ED U.,REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR Lei ~ W ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE n WITH THIS DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE ^ REMARKS BY DATE TIME PRODUCT APPROVAL TO BEOBTAINED FROM MIAMI-DADE L11 RER. M S.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS UD PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. LL 6.WINDOW FRAME MATERIAL:ALUMINUM 6063-T5 // 3j W IAN03NAlLHOT BE R-DUCFD W MOM PAtt WiifpUi WRIFiFN CON3FNi OF BUIIpNG DROPS.INC 7.DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO •nEPH11 AO DEB.aGMNOGNOTNGROMN OIHEP CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED MARcv+cs T1—MAcoMENr monND B.GLASS MEETS THE RIEQuIREMENTs of AsrM E1300. ROLLING WINDOW WITH INSULATED GLASS ``��•���ES F. O'��,��' EXTERIOR ELEVATION VIEW 7 9 11/16"O.A.I.G.CONSISTING OF: e Q' TABLE OF CONTENTS 1/8"ANNEALED 0 -9 TT - �— 0.090"SAFLEX INTERLAYER p' =t447`� 1/8°ANNEALED SHEET REVISION SHEET DESCRIPTION '�i��S.H60.MF9 P.NDPFP6RJ�`�.�, f EXTERIOR 1/2"ALUMINUM SPACER y 1 - ELEVATION,GENERAL NOTES AND GLAZING DETAIL FevF � .asm 1/4"ANNEALED 2 - ANCHOR LOCATIONS 16 \ Digitally signed 6y Hermes F.Norero,RE R 3 - VERTICAL SECTIONS \ INTERIOR Reason:I am approving this document h Date:2016.08.2413A7:48-04'00' x 4 - HORIZONTAL SECTIONS S - COMPONENTS AND BILL OF MATERIALS 1/2"GLA55 19 DESIGN PRESSURE RATING DATE: 07.20.16 Y BITE ❑ OVERALLSIZE DESIGNPRESSURE MISSILE IMPACT RATING DWG. SM t��TTCH IRGE -IFN s ! 7 74"X 63" +/-70.0 PSF MISSILE IMPACT SCALE: N L S a 8 \ DOW CORNING 995 DWG.a: AI R009 b OR SHEET: OF 5 \ _ PECORA 895 A GLAZING DETAIL 1 PREPARED BY: 1Z BUILDING DROPS,INC. INSTALLATION NOTES: 398t.DAHI BEACH BWD,9r.3M DAH.BEACH.rt33aoa 1. ONE(1)INSTALLATION ANCHOR FOR EACH ANCHOR LOCATION SHOWN. PH:IB 1 Bata vm-.cq nlP+<.ane W EB:vww.bulldingdmpt<an 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM 6 1-4" MAX. g 3/4" NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. -y. .o MAX, 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF d W x l tl/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT 3 ^W. j DETAIL(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES m z ^^� ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE Z h d o 4 C -�----- NEXT. 3 Z 33 LD_ ( I / 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD Z 3 lD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. s C) SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S) cc Lu x r Q SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. w Z 2 N u R -� 5. FOR INSTALLATION DIRECTLY INTO CONCRETE OR MASONRY,USE 1/4" Q ¢ Q 4. 5 INCH DIAMETER ELCO ULTRACONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2"INCH MINIMUM EMBEDMENT. Q Q 6. FOR INSTALLATION DIRECTLY INTO WOOD FRAME,USE#12 WOOD ui SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM r EMBEDMENT. REMARKS BY DATE 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. wAHosx.uHarotuvvooua ssmacaBvun mv,OOgO� IIAi1Ox5,1OOitHIHS,xG�HOHD,OIOTHEEIM[B 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL wBm,csro>umtacurnr„rau Iro„wrtroAHD ° INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT ���� ES F. INTO FACE SHELL OF BLOCK. `����,• •• ���' 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH '• 7•��O ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND * —* ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR ;•• T T ROLLING WINDOW WITH INSULATED GLASS MANUFACTURER. p� z40 - ll.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED3�St$T�"p is xovenasJG`,�� EXTERIOR VIEW ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: d614o�o•s�% A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55 �' IRix Ho.ane e B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI F C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 R WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE x STRENGTH OF 2000 PSI DATE: 07.20.16 D. HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 DWG.BY: CHK.BY: WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI SM HFN SCALE: NTS s DWG.#: AIR009 s SHEET: OF 5 2 PREPARED BY: R12 WOOD SCREW 3/4"MIN. Q 2X WOOD FRAMING INSTALLATION ANCHOR EDGE DISTANCE BY OTHERS -k EXTERIOR FINISH -1 -I BUILDING DROPS, 390 F.DAN4 afACN BIVD.,STE.3M.330 BY OTHERS DANIA BFACN,iL 33061 PERIMETER SEALANT - 1-1/2"MIN. aa,4730 rAx.(9saL3ss ease BY OTHERS EMBEDMENT :(ssop wEe:..+.wiw�w4mPs<.m L 1/4"MAX. 9 SHIM 3, m Q F b oW 30 z g Ci = 1 3z � o `m R 2° C 3 3 ~ o ¢ Lu SEE GLAZING DETAILS vs U F- m SHEETI L ? W -- R EXTERIOR INTERIOR ry= Q ¢. VERTICAL SECTIONej 3 HEAD-2X WOOD FRAME ~ - REMARKS BY I DATE �I EXTERIOR INTERIOR p SEE GLAZING DETAILS ix sxau r+o*of aivaoouuo iry waosE oa vamW r SHEET 1 m coxum ov euumw Doors,we uriaimxx aDmnom,x�cxucNrwc,oa owF a OxGsi N—DONMENIA NOLrERMl—D mart . v ncanary �```�eS F. 0'',,,��i 3°0 30 `��Q 3 IR 3 9 �.. T T 1/ SS F.NOMP SH MAX. '''iI � [M£6L9ID s `% �o.asm c PERIMETER SEALANTIN. - BY OTHERS a EMBEDMENT EXTERIOR £ FINISH ° ^ BY OTHERS ! ^' X CONCRETE/MASONRY ° DATE: 07.20.16 .p BY OTHERS - - DWG.BY: CHK.BY: g 2-1/2"MIN. SM HFN g 1/4"ELCO ULTRAC0 EDGE DISTANCE 5b INSTALLATION ANCHOR SCALE: NTS F B DWG. VERTICAL SECTION SHEET: AIR009 : OF S 3 SILL-CONCRETE/MASONRY 3 a PREPARED BY: 1.1/4"MIN. BUILDING DROPS,INC. EMBEDMENT 398 E.DANIA BEACH BIVD.SVE.3M DAMADEACH,E13M PH:(99)39Y80]9 1-1/2'MIN. 1/4'MAX SEE GLAZING DETAILS 1/4'MAX. FM(9!AIMAn3 EMBEDMENT SHIM SH r SHIM vrt9:.w..wnemea�rycvm 2 4 5 INTERIOR IL 2 dnz v� 2.1/2"MIN. n m a EDGE DISTANCE 3/4"MIN. a o ` Z H h C5 o EDGE DISTANCE INTERIOR 24 N12 WOOD SCREW Ny 2�W INSTALLATION ANCHOR v 1/4"ITW TAPCON g Lu INSTALLATION ANCHOR 2 2X WOOD FRAMING R BY OTHERS I EXTERIOR o PERIMETER SEALANT B IS ° 1X WOOD BUCK ¢— p I\ i; c BY OTHERS ` BY OTHERS ` CONCRETE/MASONRY EXTERIOR FINISH II ° BY OTHERS C Q BY OTHERS - w PERIMETER SEALANT $ EXTERIOR R 4 ` BY OTHERS EXTERIOR REMARKS BY DATE SEE GLAZING DETAILS SEE GLAZING DETAILS BY OTHERS SHEET 1 SHEET 1 WINDOW WIDTH WINDOW WIDTH CHORIZONTAL SECTION p HORIZONTAL SECTION �1 E HORIZONTAL SECTION Axoswuxar 6E uvxoouuowwxo�E ox v.m VAixDof WIIIrrEH CoxYNI Df BNDTHD DMovS,INC rlotq ADDN�oxS,xiGNu4NNxq 04OMFR E �} JAMB-2X WOOD FRAME 4 INTERLOCK �} JAMB-CONCRETE/MASONRY MMuxD:ro a eoauMExr AxE NDr EERHi RDAxD F f O 3�aR/Mw/wpX�fLALwRnt9o7�.05P\11�\ cwPE mrcdoiM�ItlRRd�f6x xo.asm P R DATE: 07.20.16 DWG.BY: CHK.BY: SM HFN SCALE: NTS s DwG.n: Al R009 SHEET: OF 5 4 PREPARED BY: 1(k BUILDING DROPS,INC. 398 E.DMM BEACH 8LVD.STE 338, DANK BEACH,iLMOD4 PH:)954)399-8R)8 -(95a1)aR.RnB ITEMp PARTp I ITEM DESCRIPTION MANUFACTURER/NOTES wEB:Rw.e"naRBemP..RBRI PARTS&EXTRUSIONS 3.2500 1 22560 FRAME HEAD W/FLANGE GLOBAL HOLDEX/6063-T5 ng6„,o T- 3.3920 2 22571 FRAME JAMB W/FLANGE GLOBAL HOLDER/6063-TS Q c ^$ 0.7479 n d 3 22570 FRAME SILL GLOBAL HOLDEX/6063-TS 3 ti m r 6 1 0.0620 4 22551 FIXED MEETING GLOBAL HOLDEX/6063-TS Zc o^� 0.062 5 22554 VENTTOP GLOBAL HOLDEX/6063-T5 2 4°a=-r- 2.0310 1.2185 1.2500 1.7500 2.7810 6 22555 VENT BOTTOM GLOBAL HOLDEX/6063-TS p a m a /1 J- 1.2190 7 22556 VENTIAMB GLOBAL HOLDEX/6063-TS O L 8 22558 GLASS STOP GLAZING GLOBAL HOLDEX/6063-TS ?ti m 1�3.25D0---I I--1.6424-I--1.5940-1� 0.50D0 9 22573 FRAME HEADADAPTER GLOBAL HOLDEX/6063-TS ¢Z3 2 LLI 30 22574 SCREEN ADAPTER GLOBAL HOLDEX/6063-TS E^ Q F-�- lO FRAME HEAD W/FLANGE O2 FRAMEJAMB W/FLANGE O3 FRAME SILL W C'; R GLASS Q 13 INSULATED G1A5511/16" z Q 1/4ANNEALED-1/2 ALUMINUM SPACER-1/8 ANNEALED-0.090"SAFLEX-1/8ANNEALED C) ai 6436 SEALS&SEALANTS t Rtr ~ -{ 1.4246 I-- 1. 14 22438 WEATHERSTRIP SILL ULTRAFAB REMARKS BY DATE 0.0620 2.4318--{ 00620 15 32010 VINYL WITH FOAM SOUTHERN PLASTICS I-0.0620 I r 16 96936 COMA BLACK SOUTHERN PLASTICS DOW CORNING 995 STRUCTURAL SILICONE 2.1245 1.2500 17 53580 OR PECORA 895 STRUCTURAL SILICONE CARIBBEAN SALES AGENCY 1.3750 Tr L 1.9995 T- 1.9375 18 96817 FELPA#12.20 VENT IAMB ULTRAFAB 0.0780 1.2500 19 96707 DOUBLESIDEDTAPE I/4"WIDE 3M HIANOSIuu.OT-PRDDucEDINWND:E l.T WITHOUT WRITTENCONSEM OF BUILOWOORDP%- 20 53601 WEEP HOLES COVER SLL PLASTIC Il1fM110NS,ADUHbNS,NGMUGNHNG.OR 01etR -1.6341---I --I 1.4246 I- 21 -RONGS 70 TH6-ENT ME NOTPRMI)RD ANO --1 1.4246 �- zz L ���� ES F. POz����i O4 FIXED MEET RAIL O5 VENT TOP O6 VENT BOTTOM . • FASTENERS ���`(v� 23 95499 SCR 8 3 4 PHI P H SS T-A LA CASA DE LOS TORNILLOS 24 94657 10-32 3/4"PHI F/H S/S TECK LA CASA DE LOS TORNILLOS =* 7 25 26 .�°- TT i 4: v o C P•' 2v z8 F ` .§ 1.4246 �- HARDWARE '' �I.. �u�G\?,`` --I 1.3626 1.5834--{ 'd e 0.062 -r I I 29 CAM SASH ROLLERS PmEaR).oIAITa''N n�oasn 1.3345 0.8195 0.0 �I 30 10694 CAM SASH BUSHING WALLY CO. 0.4344 _� 0.4870 1.3546 R T- I--1.5543-I x 0.04004 a DATE: 07.20.16 O7 VENTJAMB ®GLASS STOP Og FRAME HEAD 10 SCREEN ADAPTER DWG. $M CHKI IFN ADAPTER SCALE: NTS DWG.a: AIR009 SHEET: - OF 5 5 Florida Building Code Online Page 1 of 2 . BCIS Home Log In ! User Registration Hot Topics I Submit Surcharge i Stats&Facts Publications Contact Us BCIS Site Map Links Search Rota 1410% 4`0 Product Approval 4 USER:Public User File COMj Product Approval Menu>Product or Application Search>Application List>Application Detail ��,� I�w � �• FL# FL26354-R2 Application Type Affirmation, � Code Version 2020 L FOR Application Status Approved CODE COMPLIANCE LANCE Comments T, L UCIE COUNTY Archived C OOO l[2,Y/O ZProduct Manufacturer Air Master Awning,LLC Address/Phone/Email Road PR#2 interior KM 56.7 Barceloneta,NON-US 00617 (787)846-2110 marilynortiz@airmasterwindows.com Authorized Signature Jalal Farooq veronica@afceng.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ( Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Ammad Riaz,P.E. C' Validation Checklist-Hardcopy Received Certificate of Independence FL26354 R2 COI SS-250IR SH(LMI)-CI 2017.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code >✓I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvF%2b4jUaeV... 1/28/2022 Florida Building Code:Online . Page 2 of 2 Documentation from approved Evaluation or Validation Entity £)Yes No £:1N/A FL26354 R2 COC SS-AFFIRMATION 250 SH FL 26354 odf Product Approval Method Method 1 Option D Date Submitted 11/04/2020 Date Validated 11/04/2020 Date Pending FBC Approval Date Approved 11/05/2020 Summary.of Products FL# Model,Number or Name Description 26354.1 Series 250 IR Aluminum Single Large missile impact resistant aluminum single hung window Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL26354 R2 II SS-250IR SH(LMI)-2017 DWG 18-02F Approved for use outside HVHZ:Yes Rl . df Impact Resistant:Yes Verified By:]avad Ahmad PE#70592 Design Pressure:+73.7/-73.7 Created by Independent Third Party:Yes Other:See.drawing 18-02F for installation instructions Evaluation Reports FL26354 R2 AE SS-250IR SH(LMI)-PAE 2017.pdf Created by Independent Third Party:Yes Back Naxt , Contact Us::2601 Blair Stone Road,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 850.487A395.-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: e,Ix Credit Card ' Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvF%2b4jUaeV... 1/28/2022 53 1/6'MAX. �u WINDOW WIDTH M o I 47 1/2' MAX. Z m n J D.LO. (FIX. LITE) O FALSE MUNTINS Z (SURFACE APPDED) I"'m < 6' MAX 6MAX. MAY BE USED Q 1 4 HEAD/SILL A HEAD Ir q��•n CORNERS 2 SILL a01 N O G'w n 0'ao2 o IL----- II a 0a0I..0 IA In C II / II Z NOTE: o e J u W¢ j GLASS CAPACITIES ON THIS SHEET ARE ' i 2 N Q w 01 f f BASED ON ASTM E1300-09 (3 SEC. GUSTS) 3 AND FLORIDA BUILDING COMMISSION .0 m DECLARATORY STATEMENT DCA05-DEC-219 3 S � O . \ No 3 L1J Odm THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. p1 "T, z F-_° 'v SHUTTERS ARE NOT REQUIRED. n o = C u SERIES 250 IR z Q ° m� ALUMINUM SINGLE HUNG WINDOW m Ln 8.P APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 2 ' O COMBINATIONS OF S.H. S.H. OR SINGLE HUNG WITH OTHER '0 m / 47 11/16' MAX. ¢ C 4t� WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING D.L.O. (VENT) o •3 a F.B.C. APPROVED MULLIONS IN BETWEEN. a FOR COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH 50 1 VENT WIDTH MAX III' FIXED WINDOWS IN MODULES OF TWO OR MORE WINDOWS w USING ZERO & 1X3 MULLIONS IN BETWEEN SEE CHARTS ON SHEET 4 & 5. TYPICAL ELEVATION LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL - APPLY TO ENTIRE SYSTEM. 1/6'ANN. GLASS MAXIMUM DESIGN LOAD RATING =+ 73.7 PSF 090' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Intedaer (FOR SIZES SHOWN ABOVE OR SMALLER) - 73.7 PSF REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE 0 SaTlex CP With PET Core INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). By'Eastman Chemical Co.' - 1BY OR 2BY WOOD DUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 1/6'ANN. GLASS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE z co in m MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. � 0a m A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. io 17 IIIII 15 FL #26354 2°a ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. m III SILICONE A1LtL 11111)�/// N MATERIALS INCLUDING BUT NOT LINKED TO STEEL METAL SCREWS,THAT II DDWSIL 995 A-CONTRACTOR TO DE RESPONSIBLE FOR THE SELECHON,PURCHASE AND \\\JAf1•��q„//// n / INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED '�•' G I ,r REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. — oN THIS DOCUMENT. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION a: B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF N ALTERED BY ANY MEANS. FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY ¢ e T N0.7OS92 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR C-SITE SPECIFIC PROTECTS SMALL BE PREPARED BY A FLORIDA REGISTERED - WATER INFILTRATION RESISTANCE ETC. 18 A7 1/4 POINTS ON LITES ENGINEER OR ARCH fECT WHICH R'AL BECOME THE ENGINEER OF RECORD(E.O.R.) �.�T a r CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, WIDER THAN 36"ONLY FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ; AND TO BE REVIEWED BY BUILDING OFFICIAL USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED i® OF drawingo no. ENGINEER TO THE P.E.D.ENGINEER SMALL SUBMIT TO THIS UTTER THE SITE j F(ORIOp;.• GLAZING DETAIL SPECIFIC DRAWINGS FOR REVIEW. P. C7 18-02F MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION \ IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. 5/16'OVERALL LAM. GLASS D THE RED.SHALL PROFESSIONAL ENGINEERATHE DATE TOF RAND ORIGINAL SEAL ANDED SIGNATUREOF //�;SS'/......LABELING TO COMPLY WITH SECTION 1709.9.2. Sealed:6/19/2018 r� 41 IBY TYPICAL ANCHORS w I WOOD BUCK SEE ELEV. _ d� .:a FOR SPACING m chi F--------------------- N r-------------------i I o METAL I I F.B.C.APPROVED 1 I o e t• a. EDGf9 DaST." EDGE o STRUCTURE j I MULUON k MULLION ANCHORS ' c. DIST. 3 o I SEE SEPARATE APPROVAL I Z n j o EDGE GIST. I I I I 0 H m �3 LEDGE DIST. I --'----J �.O 0`O 0 I2 0 dW� V 7.CH IA 00 i Y3 'a EQUAL LEG FRAME HEAD 0' CAN BE USED AT 0 a 0 a N ALL ANCHORING CONDITIONS 0 TYPICAL ANCHORS TYP TYPICAL ANCHORS O ti SEE ELEV. . SEE ELEV. W V1 0 ' FOR SPACING FOR SPACING FOR SPACING Q w j 6 2pyp_in J I p ./I 00_Q J O `�W M 1BY OR 29Y WOOD BUCKS AND METAL STRUCTURE NOT BY AIR MASTER TYPICAL ANCHORS: SEE ELEV.FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER DIA ULTRACON BY - 1/4" . 'ELCO' (Fu=177 KSI,Fy=155 KSI) i THEM TO THE BUILDING STRUCTURE. � �8 „ fO� 30 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES U) ' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 W o a� - THRU 1BY BUCKS INTO CONC. OR BLOCKS i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a 4 5 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) C 2 © 29 2y DIRECTLY INTO CONCRETE OR BLOCKS N o co s 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) s 3 r� o ' 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 3 O 3 I li 3/16" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) g Q•C d 19 INTO F.B.C. APPROVED MULLIONS 3 OR ' INTO METAL STRUCTURES (HEAD/SILL/JAMBS) w O , y (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ow 1 ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) W of = STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) Xo (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) W z ii TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = I" MIN. o INTO METAL STRUCTURE = 3/4" MIN. I WOOD AT HEAD, SILL OR JAMBS SG =0.55 MIN. m CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. 14 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 20011 PSI MIN, JA O J 1 BY c d 23 WOOD BUCK 2 o �_ _ o aeMill r EQUAL LEG FRAME SILL r 1 a EDGE: ST°.. I CAN BE USED AT _ N0.70592 ALL ANCHORING CONDITIONS I SEE ELEV. F-`1"E.DGEDIST. � S OFTYPICAL ANCHORS TYPICAL ANCHORS ®•'•FOR SPACING FOR SPACING '�� SEE ELEV. ORIOP•. �\`��� 18-02F FL #26354 Sealed:6/19/2018 0 0 Z 1/4'MAx. O C h w SHIM Q Z r a 1/4'MAX. LL VENT WIDTH SHIMS W NO`w- 0 IL W N 0 19 31 °o TYPICAL ANCHORS O 0SEE ELEV. ? n 3> co 'e FOR SPACING V G pj _ _ _ a D O 01 _- - ® 2A C a. Q A ° O �E2JJN O > Q U)LL N �Z Ill _--_._= SCREEN OPT.-___________ ' o j O m Q J Db w QWmf � EXTERIOR EQUAL LEG FRAME JAMB m 2 1BY CAN BE USED AT o D.L OPC. WOOD BUCKS v ALL ANCHORING CONDITIONS to i13 3 0 WINDOW WIDTH 3 w O i TYPICAL ANCHORS SEE ELEV. _ FOR SPACING C u Z cc m 0 " ¢ 3 o^m - Q a� w r 1/4'MAX. 1/4-MAX. TYPICAL ANCHORS w I III SEE ELEV. SHIM SHIMS d FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING - c wa 2 '.w m c w METAL STRUCTURE e.4 o m `YY111111111////' � °c No.70592 N �01. OF drawing`no. ,`�' AIOR1op..• ��� 18-02F FL #26354 � ��J,%O` sheet 3 of 8 Sealed:6/19/2018 MULLION LOAD CAPACITY-PSF ZERO CLIPPED MULLION WINDOW DIMS. MULL 111' MULL'M2' EXT.(+) EXT.(+) I WIDTH W)LENGTH(L) JUT.(-)- INT.(-) � Z m r j m 19-1 8 73.7 73.7 � 26-1/2" 73.7 7J.7 !/ •j� �% ):pj 32' 73.7 73.7 f N a a i 6 f 37' 26' 73.7 73.7 d d 0 OJ N�.m u 42" 73.7 7J.7 i j IL E cv 53-1/8' 73.7 73.7 /j •% i% 0?N n 19-1/8' 73.7 73.7 [,(, [,(] V O a a 26-1/2" 73.7 73.7 U I I O a 0 a g 32' 73.7 73.7 LLLIII 0 37" 38-3/8' 73.7 73.7 O N 42' 73.7 73.7 QLL yWj W o 48' 73.7 73.7 I W7 I W2 _I I W1 I 112 53-1/8' 73.7 73.7 Q W m v 19-1/8" 73.7 73.7 TYPICAL ELEVATIONS 26-1/2" 737 737 SIDfi HY SIDE WINDOWS 32' 73.7 73.7 37' 50-5/8" 73.7 73.7 SIDE BY SIDE APPLIES TO TITO OR MORE WINDOWS rn J 42" 73.7 73.7 W1 + W2 WIDTH (W) = o O rc^ 48' 73.7 73.7 2 3 I.I.I 0 d n 53-1/8' 73.7 73.7 z I--0 19-1/8' 73.7 73.7 26-1/2" 73.7 73.7 C� - 32" 73.7 73.7 Z C m off_ 37 63-1/4" 73.7 73.7 L In 42' 73.7 73.7 #12 SMS INTO WOOD 3 iO 48' 73.7 73.7 1-1/2'MIN.WOOD EMBED "O mOR 53-1/8' 72.7 67.7 1/4"OW ULTRACONS 012 SMS/TEKS INTO METAL Q•C uv DIRECTLY INTO CONC. 3 19-1/8' 73.7 73.7 NOTES. 1-3/4'MIN. CONC. EMBED i 1/2' (4)PER CUP 1 1/2" N 26-1/2' 73.7 73.7 Ill 32' 73.7 73.7 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION (2) PER CUP 11 11 w CAPACITY OF WINDOW MULLION. �w 37" 74-1/4' 70.5 65.8 2. FOR SINGLE HUNG WINDOW CAPACITY SEE SHEET 1. rn 42' 1 59.0 54.7 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE APPROVAL 48" S2.6 48.8 53-1/8" 48.1 44,7 4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY TO n ENTIRE SYSTEM. ¢ 19-1/8' 73.7 73.7 #14 SMS/TEKS 26-1/2' 73.7 73.7 (2)PER CLIP 32" 73.7 70.0 #10 X 1-1/2'FH MS p 37" 76' 67.0 62.4 WITH BLIND NUTS 9 9 - AT 6'FROM ENDS 42' 56.1 52.0 AND 10-5/8"O.C. y 48' S0.0 46.4 9 TYP. 9 m 53-1/8" 45.8 42.5 ----------- FIXED WIN00 2 0 UNDER SEP APPROVAL CE No.70592 - a EXTERIOR WINDOW WIDTH -__ WINDOW WIDTH WINDOW WIDTH %�®•'•,• OF r drawing L no. 18-02F S.H. TO S.H. S.H. TO FIXED �SS �(y``� MULLION TYPE 'M1' MULLION TYPE 'M2' FL #26354 //// ��� sheet 4 o1 8 Sealed:6/1 912 0 1 8 MULUON LOAD CAPACITY-PSF HEAVY CLIPPED MULLION �V.IV WINDOW DIMS. MUU.'M.A' MULL'M2A' iI N EXT.(+) ..(+) 0 j WIDTH(W)LENGTH(L) INT.(-) INT.(-) Z m n I 19-1/e' 73.7 73.7 26-1/2" 73.7 73.7 F z n a 32' 73.7 73.7 37" 26" 73.7 73.7 d O 0.6 n 42" 73.7 73.7 ._- jj (L 48• 73.7 73.7 _ z •� �,° d 53-1/8" 73.7 73.7 01:1 N r LL 19-1/8" 73.7 73.7 L,(, L,(, V O� 26-1/2" 73.7 73.7 I I II �� g lllJJl lllJJl u 0 IL 04 .1 32" 73.7 73.7 ®3�� 37" 38-3/8" 73.7 73.7 0 U)O q 42" 73.7 73.7 Q W ON o 48" 73.7 73.7 I W1 W2 _I W1 _I W2 -•-I .A L7 rD_Q J 53-1/8" 73.7 73.7 Q WmIn f �' 19-1/8• 73.7 73.7 26-1/2" 73.7 73.7 TYPICAL ELEVATIONS 32' 737 737 SIDE BY SIDE WINDOWS ^ SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS ^8 37" 50-5/8" 73.7 73.7 v N u n 42" 73.7 73.7 WI + W2 1D WIDTH (W) = o w O a 48" 73.7 73.7 2 3 o^ 19-1/8" 73.7 73.7 26-1/2" 73.7 73.7 2 SMS INTO WOOD J Q C 32" 73.7 73.7 OR 1-1/2"MIN.WOOD EMBED O 37" 63-1/4" 73.7 73.7 1/4"DIA. ULTRACONS 2" #12 SMS/TEKS INTO METAL 2" uZ-i N m 42• 73.7 73.7 DIRECTLY INTO CONC. _ (4)PER CUP 3 „e 1-3/4"MIN.GONG.EMBED O o.. 48" 73.7 73.7 (2)PER CUP m m 53-1/8" 73.7 73.7 11 11 Q 3 a 19-1/8" 7J.7 73,7 (�JOTES: 73 N . 26-1/2" 73.7 .7 _ 32" 73.7 73.7 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION N N III v CAPACITY OF WINDOW MULLION. n N 37" 74-1/4• 73.7 73.7 2• FOR SINGLE HUNG WINDOW CAPACITY SEE SHEET 1. 42" 73.7 73.7 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE APPROVAL. 48" 73.4 73.4 4. LOWER VALUES FROM STEPS 1. 2 OR 3 WILL APPLY TO R 14 SMS/TEKS �14 SMS/TEKS 53-1/B" 68.2 68.2 ENTIRE SYSTEM. (2) PER CUP (2) PER CUP 19-1/8" 73.7 73.7 26-1/2" 73.7 73.7 9A 9A 32" 73.7 73.7 0 37" 76" 73.7 73.7 1/4"DIA.TEKS OR - 42" 7J.7 73.7 SELF DRILLING SCREWS 9A 9A u AT 6°FROM ENDS m 48" 71.3 71.3 AND 8-1/2"O.C. v 53-1/8" 66.2 68.2 ' ---_------ y FIXED ® ® 0 •1 _ [��I UNDERWINDOW LATE a o -UaI APPROVAL c 1`11T111111/fff `�• No.70592 EXTERIOR WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH '�°• - �Q OF drawing no. 18-02F H T MULLION TYPE O'MIA' MULLION EM2A' FL #26354 '1"�A� ���� sheet 5 or 8 Sealed:6/19/2018 �2.500 �1.219� 2.500 �1.250 374 .325 � o 100 062 1.438 TY6P2F { P -T -� �- 1.93 0 . 7{0 002.500 .1 2.423 m m J 1.250 N a .688 .688 �t25 4 a e m M .968 .374 1 .968-•1 .968-i 2.568 2.031 1.000 p U'W ot FRAME HEAD (FLANGE) 1A 2•719 FRAME HEAD (EQUAL LEG) V: C atu s ZERO MULLION ,t ZERO MULLION CUP o o 1.219 O aQ o ry I I O I 2 FRAME JAMB FLANGE O 1 000 y o . � J N 68 (FLANGE) • p OHM 2.643 .062 TYP. •18� U.Z to:o 078. 2.063 J t7 t0 2.500 .500 1.375 O IIbbb .968 P.0 5 -7 6-0-{P f 00 -- vQ- w m EN_1.312 EL531A 3.188 2.188 1.250 L125 O .751FIX. MEETING RAIL 2.219 W r_ om O dnm 1.033 t 0 o� z (n �1.187-y � � FRAME JAMB (EQUAL LEG) 3.249 = -O `o_ 2.500 Q C e 1.250 CC O m m 2.643 y� G N$H 1.250 062 3 sn HEAVY MULLION t1A HEAVY MULLION CUP 3 m 71P. O FRAME SILL (FLANGE) J p g 1.938 ¢ O o 688 •NP 2.375 N .968-i •396 .062 83 _III _1 .537 .751 h 5 VENT TOP RAIL ��2.500--^1 -t.a aFRAME ADAPTER sfi 0- FRAME SILL (EQUAL LEG) .3901 r � 1.938 �- 11.2r o -f TYP .688 040 0 p IOU d O 968 c v e GLAZING BEAD H o VENT BOTTOM RAIL 11111!/�7j,', B 1.242-y 1.15J 0 ` No.70592 .968 062 875 iYP. s '05t I OF drowrng` no. .554 rI 1.095-i ORIDP,: \�� 18-02F 7 VENT SIDE RAIL 10 VENT STOP FL #26354 ®111`1N%�\\ sheet s oT g Sealed:6 19 2018 ITEM PART® REQD. DESCRIPTION MATERIAL 6IANF./SUPPLIER/REMARKS 1 22018 1 FRAME HEAD(FLANGE) 6053-T5 - 0 1A 22017 1 FRAME HEAD(EQUAL LEG) 6063-T5 - I 2 22022 2 FRAME JAMB(FLANGE) 6063-T5 - 2A - 2 FRAME JAMB(EQUAL LEG) 6063-T5 - 0 W i N I 3 22701 1 FRAME SILL(FIANCE) 6063-T5 - ,� � 3A 22713 1 FRAME SILL(EQUAL LEG) 6063-T5 - O w N`n O 4 22019 1 FIXED MTG. RAIL 6063-T5 - N a� 5 22023 1 VENT TOP RAIL 6063-T5 - M O Om u 6 22024 1 VENT BOTTOM RAIL 6063-T5 - 0 Is u 7 22025 2 VENT SIDE RAIL 6063-T5 - 0'¢K m O 8 22250 AS ROD. GLAZING BEAD 6063-TS - 0 d O O 9 22029 AS REOD. ZERO MULLION 6063-T6 - _ r$ O 9A 22564 AS REOD. HEAVY MULLION 6063-T6 - Q w j w 10 22012 2 VENT STOP 6063-T5 - Z H-n 11 22028 AS REQD. ZERO MULLION CUP 6063-T5 - Q W m ILA 22563 AS REQD. HEAVY MULLION CLIP 6063-T5 12 22715 AS REQD. FRAME ADAPTER 6063-T5 - 14 22438 AS REQD. PILE W'STRIPPING POLYPROPYLENE ULTRAFAB :E o 15 96707 AS REQD. DOUBLE FACE GLAZING TAPE(VHB 49918) - 3M (n$o" 10 e 16 32010 AS REQD. BOTTOM RAIL WSTRIPPING EPDM OUROMETER 65t3 SHORE A W 10 a 17 96936 AS REQD. GLAZING BEAD BULB SILICONE MSW, DUROMETER 65±5 SHORE A 18 - AS REQD. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A 19 96817 AS REQD. JAMB W'STRIPPING POLYPROPYLENE ULTRAFAB J Q O e 20 95000 AS REQD. JAMB HEAD GASKET BUM LAMATEK � mm z 21 95001 AS REQD. JAMB HEAD GASKET BUM LAMATEK V) 22 95002 AS REQD. FIXED RAIL GASKET BUM LAMATEK p e 23 95499 AS REQD. FRAME AND VENT ASSEMBLY FASTENERS ST.STEEL 88 X 3/4-PH SMS < o n 24 60707 AS REQD. NUTS BLIND 10-24 ST.STEEL e8 X 3/4-PH SMS •3 °' 0 25 95578 AS REQD. FASTENERS ST.STEEL #10-24 X 2"RH SMS N 29 95543 AS REQD. FIX. RAIL ASSEMBLY FASTENERS ST.STEEL #10 X 1'PH SMS 30 10698 2/VENT SWEEP LATCH - SULLIVAN&ASSOC. 30A 88 X 1- 2/LATCH LATCH INSTALLATION FASTENERS SL STEEL FH SMS 31 10514 2/VENT BLOCK&TACKLE BALANCE - AMESBURY/CALDWELL 32 10696 2 VENT GUIDE NYLON MASTER TOOL CO. 0 `u v N C N O O N 2 GEN '•;W ry •� No.70592 OFdrawing` no. FL #26354 �� ��1L��\\ sheet 7 of 8 Sealed:6/19/2018 C ------------------------------------------------ .m aaaaaa___________vvvvvvvvvvvaa a a a a a •\1�'� \\\\\1_____________________________________ yy \ ZX .20 \\\ y>>bO \\ \\\ \\\ \\\ \\\\\\\ \\\\\ \\ \\\ ___l__-_________ -------------- N � 4 \ i O m 3 O7 { 4 p r- J N ,t 4 O N V U 1 r N � N W NCD = co = � m N )nl n17\\ 0 CO s a_ a°ta Iz_2o-17 revisions: SERIES 250 IR ALUM SINGLE HUNG WDW. (L.M.I.) AL-FAROOQ CORPORATION a W m o no a e escri ion m � ,---. ENGINEERS&PRODUCT DEVELOPMENT i AIR MASTER 9360 SUNSET DRIVE.SUITE220 f er.er TMiO windows and doors MIAMI.FLORIDA 33173 (CA.N. 3538) C �• (� _2097 TEL(303)2648100 FAX(30s)262E978 6� o M-P.0787 623-1 00.00FN4°787 623-0087 ( ) ( ) COMP-ANL\78-02F-AM i Florida Building Code Online Page 1 of 2 zr � BCIS Home Log In User Registration HotTopics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links - Search j Product Approval � £ USER:Public User Ole C® Y Product AoerovaI Menu>Product or Apo licat[on Search>Application Llst>Auolication History>Application Detail FL# _ FL20477-R4 REVIEWED FOR Application Type Revision ®®� COMPLIANCE Code Version 2020 Application Status Approved S`i'a Lt r�'� ������ *Approved by DBPR:Approvals by DBPR shall beOBOCC wed and ra I led the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Air Master Awning,LLC Address/Phone/Email Road PR#2 interior KM 56.7 Barceloneta,NON-US 00617 (787)846-2110 marilynortiz@airmasterwindows.com Authorized Signature Hermes Norero fbc@buildingdrops.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification.Mark or Listing i Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/16/2021 Date Validated 04/19/2021 Date Pending FBC Approval Date Approved 04/26/2021 Date Revised 07/23/2021 https://www.floridabuilding'.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9d49YAgXJ... 1/28/2022 Florida Building Code Online M Page 2 of 2 Summary of Products FL# Model,Number or Name Description 20477.1 Series Continental Outswing HVHZ Impact Rated Door Aluminum Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20477 R4 C CAC NI013081-R1.D if Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration"Date '.Impact Resistant:Yes 03/31/2022 -Design Pressure: +75/-75 Installation Instructions Other:See Installation Instructions,AIR007,and.Product FL20477 R4 II AIR007 SS 2021-04-16.odf Evaluation Report,PER7546,for product sizes,configurations, Verified By: Hermes F. Norero,P.E.Florida P.E.73778 installation requirements and limits of use. Created by Independent Third Party:Yes Evaluation Reports FL20477 R4 AE PER7546 SS 2021-04-16.odf Created by Independent Third Party:Yes - Back Next " Contact Us::2601 Blair Stone Road,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: ® A:i Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 1/28/2022 y SERIES CONTINENTAL OUTSWING BILL OF MATERIALS ITEM# PART# ITEM DESCRIPTION MANUFACTURER/SUPPLIER/NOTES DESIGN PRESSURE RATING 1 77495 DOOR FRAME JAMBS FUNDIQONE5INDUSTRIALE55.A/6063-T5 ALL CONFIGURATIONS: ALUMINUM GLASS DOOR 2 77534 DOOR STILE FUNDICIONE5INDU5TRIALE55.A/6063-T5 AIR MASTER 3 77525 DOOR STILE WITH ASTRAGAL FUNDICIONES INDU5TRIALE55.A/6063-T5 , ,y- , +75/-75 P5F 4 13038 7/16'GLASS ADAPTER FUNDICIONES INDUSTRIALE55.A/6063-1$ 4A 76840 7/16'ALTERNATE GLA55 ADAPTER FUNDICIONES INDUSTRIALES SA/6063-T5 LARGE MISSILE IMPACT RATED 48 76841 ALTERNATE GLASS ADAPTER GLAZING BEAD FUNDICIONES INDUSTRIALES SA/6063-T5 4C 13039 1-1/16-GLASS ADAPTER FUNDICSONES INDUSTRIALES 5 A/6063-T5 P.O.BOX 2097 MAX 140.375"VMT WIDTH 2 5 77510 DOOR HEAD FRAME FUNDICIONES INDU5TRIALE55..A/6063-75 BARCELONETA,P.R.00617 SEE PAGE 6 FOR ANCHOR TYPES d SPECS AND PAGE]FOR ANCHOR NOTES AND ANCHOR LOCATIONS r 6 775M TOPRAIL FUNDICIONES IMUSTRIALES S.A/6063-T5 WWW.AIRMA5TERPR.COM ALL EA ANC 5 j 7 76702 6'MIN BOTTOM RAIL FUNDTCIONES INDU5TRIALE55.A/6063-T5 PH:(787)846.211D FX:(787)623-0085 ARE 29, 9 OR ,l' .1" 14F125' 125' 10' 12.5' 12.5" 14 1' .1` 8 B0511 THRESHOLD CONTINENTAL DOOR FUNDIQONES INDU5TRIALE55.A/6063-T5 aC3' 3' 3' 3' 3'3' 3'3' 9 11081 CORNER LOCK FVNDICTONES INDUSTRIALES S.A/6063-T5 OO m 10 76B35 7/16'PERIMETERP/W FVNDICIONE5 INDU5TRIALE55.A/6063-T5 V v H I11 76830 SNAP FOR TER WI FUNDICIONE5 INDV5TRIALES S.A/6063-T5 ¢N O d 11 ]6830 SNAP FOR PICTURE WINDOW FUNDICIONES INDV5IRIALE55.A/6063-T5 Q Z V7 m m n 6" -r 12 BD525 BELT SNAP[OVERFOR THRESHOLD FUNDICIONES INDUSTRIALES S.A/6063-T5 wL9 a Q= 13 96534 ANGLE 15'x625°x125' FUNDICIONES INDUSTRIALES S.A/6063-15 HZ p CL'¢ S OELITE HORIZ• 35 I 15 13020 ADAPTER DOUBLE FELPA FUNDICIONES INSTRLALES SA/6063-T5 ~ tb W I I 16 57628 DEAD BOLTCHANNEL L=3.625' GLOBAL HOLDEX LouD/6063-T5 p FZA 0 D m W V LL D.1.0.26.86" 1Fi4 F• 16.5° 13.6' DOORH RLL I � 13.6' 16.5° 16A 57525 2'x5'x0.090"FRAME MULLION FUNDIQONES INOUSTRLALES S.A/6063-T5 �j F-3 H H 1-4 w^ .23 I / / 17 IMPACT GLA557/16' TECHNOGLA55 W Q j W mp Z N m a 3/16'ANN-0.090.5AFLEX CP-5AFLEX OR 5AFLEX HP COMPOSITE GLASS wlD JS n HP 'y CID p .30-3/16' /� I \\ / INTERLAVERS WITH PET CORE BY EASTMAN CHEMICAL CO.-3/16'ANN UIS W UJ LU Zm 72.00 '^ IMPACT GLA551,1111' TECHNOGI.A55 Ljj N Q � Q m V 13.6' 13.b' Vp 16.5' I 16.5' 17A CoM,'O.A:3/16'TEMP.EXT-AIR SPACE-3/16'ANN-0.090'SAFLEX CP-SAFIF%OR SAFLE%HP C-1 w +M \\ COMPOSITE GLASS INTERLAYERS WITH PET CORE BY EASTMAN CHEMICAL CO.-3/16'AM r i / I 81.67"VER [T DL.O. O [L B wt 0 17B 1-1/16'O.A:1/4'TEMP.EXT-AIR SPACE-3/16'AM-DOW 5AFLEX CP-5AFLEX HP - w / COMPOSITE GLASS INTERLAYERS WITH PET CORE BY EASTMAN CHEMICAL CO.-3/16'ANN U.)13.6'D E 13 6' 18 53580 DOW 995 BLACK STRULTINALSILICONE DOW CORNING P" �Z 90.125 X. I I IBA 76648 5TLICONE CLEAR PACIFIC GLOBAL PACKAGING Q o� 16.5' VERTIC L 2TM I G 16.5° 19 96823 WEATHERSTRIP ULIAAFAB OC D.0. RING �LL Z 20 96824 WEATHER STRIP ULTRAFAB MAX.HEIGHT Z SPACIN O.C. rAST� MUL -PT,W <� 21 96825 WEATHERSTRIP ULTRAFAB m UNIT HEIGHT op I 13.6' 13,b' 22 96980 PERIMETER FRAME VINYL MSW LLC AG 23 32010 NUBBEA/FOAM-W/WEATHERSTRIP MSW LLC TIN 38 96936 GOMA FP-44B BLACK 3M �J w� 16.5' \ I STILE 16.5° 39 96690 3M We TAPE 3M L u 13.6' i 13.6' 24 95612 3/6'-16-SS HE%NUT LA CASH DE LOS TORNILLOS O 25 95492 FLAT WASHER 3/8' LA CASA DE LOS TORNILLOS Z 26 95493 PRE55VAE WASHER 3/8"SS LA CASA DE LOS TORNILLOS H o 27 95691 #IO-24 x 5/8'PH F/H 55 SELF/D LA CASA DE LOS TORN LL05 v P 16,5' I 116V 28 95692 #10.24•1'FN/PH/SS SELF/D LA CASA DE L05 TORNILLOS F...' H 29 #14 WOOD SCREW PHI F/H 55 W/DISSIMILAR METALS CORROSION COATING MUL I N EN Z 29A CM ELCO ULTRACON IN GROUT FILLED ELCO CONSTRUCTION PRODUCTS / U L !T IT I Lj_ T CMU PHI P/HF/H W W INA VE ACTIVE 29B 1/4'ELCO ULTRACON IN CMU PHI P/HF/H ELCO CONSTRUCTION PRODUCTS n 29C 1/4'EL[O ULT0.ACON,PHI F/H PM ELCO CONSTRUCTION PRODUCTS lI •� 30 76657 3/9'A 72-55-3D4 ROD LA CASA DE LOS TORNILLOS ALL 5If,1 ANC S I 31 95597 #]o SCREW x 1-1/2'PHI PH 5/5 T-A LA CASA DE LOS TORNILLOS ARE 29,OR 9 ,I' .1' 3' 3' 3'3' 12.5" 12.5' 3' 3' 12.5' 12.5' 3.3' 3. 3' .l' .1' 32 95660 #12 SCREW•3/4'PHS PH 5/5 T-A LA CASA DE LOS TOWILLOS _ 14' IO' ]q' 32A R16 GR.5 SHEET METAL SCREW(SMS) ITW BUILDE% 33 34200 MULTI POINT LOCK 2230 TH102 FRANCISCO R.FARRES INC./ATZ Q \EXTERIOR ELEVATION-SERIES CONTINENTAL DOOR WITH 5IDELITE5 Digitally signed by Hermes F.Norero,P.E. 0 34 76565 4.5/5 HINGES L.D.G.HARDWARE MANUFACTURER Z N.T.S. SEE PAGE 6 FOR OTHER SIZES AND PAGE 7 FOR 35 76523 FLUSHBOLTI/9 8ACKSET5A.IN NI L 50NFA5TCARIBE.INC. o Reason:I am approving this document °� 36 ]6663 THREADED ROD 5/t6'X 72.5/5 CENTURY FASTENER5 ` QUALIFIED CONFIGURATIONS \ * / Y Q Dale:2016.04.2417:08:33-04'00' 37 76665 TERMINAL5/512it46mm 15AL5 HARDWARE P MAX.140-3/8'UNIT WIDTH O' •••ti+� S MAX SIDELITE WIDTH=34-3/Ib' 72'MAX. MAX 5IDELITE WIDTH a 34-3/16' 9 SEE ANCHOR SPECS PAGE 6 AND IB 2 13.56'O.C.AND 8' A CHOR NOTESd MAK ANCHOR MCORNERS#]0 SM5 13 9®SEENCHOR SPECS PAGE !q C SDACIW TABLE 3,DAGE 7 27 13 INTERIOR 13.56'O.C.AND 8' 27 ND ANCHOR NOTES d MAK Cn I 2 27 INTERIOR 1 Fit COWERS#105M5 1 ANCHOR$PAGING TABLE 3,PAGE) 21� 11 22 M 18 SEE DOOR 22 1l 27 �GJ�•. .'.� ER��J L GunNG 29 11 to 14 25 SEE DOOR GLAZING 4B 35 DETAILS, 25 14 l0 a EDGE DIST. 30 t8 DETAILS,PA6E6 19 PAGE6 19 EDGEDLST. ///�1•••i(PR `�\\ TYP. 2 9 3 9 2 TYP. UJ Ca m Z J U) EMBEDMENT Q O Zur) _= U Z R TYPICAL i IB SEEL ELITE 24 4 21 SEE5TDELiTE 1B p O p V y WOOD SH[M DETAns,PAGEe 37 26 4p 28 26 IB GLAZING EMBEDMENT/ CF 19 3 q DETA315,PAGE 8 DWG#: TYPICAL' SETTLNGBLOCKS 7B PENETRATIONT'PICAL AIR007 27 34 27 SETTING BLOCKS 73 27 34 27 5EITING BLOCKS 23 E%lERIOP 23 5UB51RATE ` SUBSTRATE EXTERIOP (SEE SHEET 6) (SEE SHEET 6) , SECTION VIEW N.T.S. (SEE PAGE 6 FOR OTHER SIZES 6 ANCHOR SPECIFICATIONS AND SEE PAGE 7 FOR SHEET: OTHER LAYOUT OPTIONS 6 MAX.ANCHOR SPACING TABLE 3) 1 OF 8 GENERAL NOTES: 1, THIS CONTINENTAL SYSTEM HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE fFBC)IN0.UDING THE HVHZ UDDER ASTM F5683 AND TAS 2010,TAS 202 6 TA5 20P3 THE DRAWING. ItJE TAL DOOR AND SIDELSTE ARTEELAR6E MT055ILE TA'WITH RESISTANT. !01/I.S.2-97(ASTM E283,ASTM E331, 2, 2x WOOD BUCKS SHALL BE INSTALLED AND PROPERLY ANCHORED 50 THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF FBC. F0.0 3. IxWOODBUCKSSHALL BE INSTALLED AND PROPERLY ANCHORED SUCH THAT THEY ARESTATIC DURING INSTALLATION 6 ACT AS SHEAR BLOCKS DURING LOADING TRANSFER AIR MASTER FOR FASTENERS THROUGH THE DOOR FRAME TO THE CONCRETE. i io..a�u dmc 0.080" ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. TYP 4.719" 4„ DETERMINE THE POSITIVE AND NEGATIVE DE5IGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING i WIND VELOCITY.FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-10,WIND LOADS MAY BE PERMITTED TO BE MULTIPLIED BY 0.6 FOR CONVERSION 0.09" 2" 4" 4. 6' 4. FROM LRFD TO AM)LOADS. P.O.BOX 2097 0.062 1.j" NO INCREASE IIJ ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT.A WIND LOAD DURATION FACTOR OF 1.6 WAS USED FOR WOOD SCREW ANALYSIS. BAR[ELONETA,PA.00617 IIJ-III 5 IN THE PREPARATION OF THESE DOCUMENTS. W WWAIRMASTERMCOM THESE PRODUCT EVALUATION DOCUMENTS ARE PREPARED BY THE PRODUCT ENGINEER AND ARE GENERIC.THEY DO NOT INCLUDE INFORMATION PREPARED FORA PH:p87)Bab-2IlD FX:QB7)623-0085 6 SPECIFIC SITE. a THESE PRODUCT A UA O 2.016" 1.922" D N L TIOC DOCUMENTS ARE SUITABLE I BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS m 7 DETAILED HEREIN AND THE CONTRACTOR VERIFIES THE EXISTING STRUCTURE IS CAPABLE OF SUPPORTING THE LOADS. � I WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS,THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: I p O 7 411 -1,75"-'I 1.75" B. A)REEpptlIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED DATED AND SEALEp BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND ¢V) J Y 7USIIFY THE DEVIATION.SAID DOCUMENTS SHALL BE SUBMITTE6 TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDtNfi OFFICIAL GRANTING Z p m M�n ��DOOR 5UB JAMB 2 DOOR STILE `DOOR 5T2LE WITH ASTRAGAL HI5/HER APPROVAL, lD 711 O 2 SCAT:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE B)RENCprE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION.WHEN THE SITE Z ¢ V m J w CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION'B'SHALL BE ACCEPTED BY THE BUILDING OFFICIAL �+ m p WHERE THE CONTRACTOR OR THE BUILDING OFFICIAL RE%nRES DOCUMENTS FOR A SITE SPECIFIC APPLICATION.THESE DOCUMENTS SHALL BE PREPARED BY A FLORIDA Z Z Z j m M 2 LL REGISTERED ENGINEER OR ARCHITECT FOR SAID APPLICATION. V�"' W V f- 0.504" 1.764" 10.ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED. V Z H N N¢ 1.594" 91.SEE SHEET 6 FOR DOOR GLAZING DETAILS AND PAGE 8 FOR SIDELITE GLAZING DETAILS,EITHER MONOLITHIC LAMINATED GLASS OR INSULATING LAMINATED GLASS MAY BE U¢ V Z m Z y m �- Q•QB" 1.084" USED AT THE DESIGN PRESSURES GIVEN ON PAGE 6. u. w N A ¢;, 1.227' 0 08' 0,062n 12,SEE DOOR WITH A WITHOUT SIDETSTE SIZE VS DE5IGN LOAD5 6 ANCHOR SCHEDULE h Z VV V W�Lu Z m A. POSITIVE LOAD I5 75 PSF FOR ALL SIZES AND 15 BASED ON WATER TEST PRESSURE AND BOTH•G-V.LOAD CONFORMS TO LAMINATED GLASS CHART FIG5.A130 6 31 d'm 1.274" 0.947" IN ASTM E1300-04.1. �1N as m 10 a 0.723" B. NEGATIVE LOAD I5 75 ASP(SEE TABLES 16 2 ON PAGE 6 OF 8). W 1.804" 0.055" 13.THIS PRODUCT HAS BEEN SUCCESSFULLY TESTED BY SLACKW ATER TESTING FOR FLORIDA BUILDING CODE COMPLIANCE. ( p A. BLACKWATER TESTING INC.REPORT NO.BT-AM42-005 WITH BLACKWATER,TESTING INC.ADDENDUM LETTER OF MAY 24.2013 REVISING THE PERMANENT SET VALUES FCL - 7/16"MONOLITHIC GLASS 7/16"MONOLITHIC GLASS ALTERNATE GLASS ADAPTER AND ADDENDUM LETTER OF JULY 3,2013 REVISING SIOELI.TE JAMB TESTED SPACING �Lr.GEN.GLA55 ADAPTER AL NA GLA55 ADAPTER /GLAZING BEAD B. BLACKWATER TESTING INC.REPORT NO.ST-AM-I4-OOI(A)DATED 9/19/14. LL1 SCALE:HALF SIZE SCALE:HALF SRE SCALE:HALF SIZE la.MATERIALS,INCLUDING,BUT NOT LIMITED TO FASTENERS OR SCREWS THAT COME IN CONTACT WITH DISSIMILAR METALS SHALL MEET THE REQUIREMENTS OF FBC. F 15.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE P.T.6 COMPATIBLE WITH ALUMINUM ¢ 16.FASTENERS 6 SCREWS MUST @F COMPATIBLE WITH CHEMICALS USED FOR PRESSURE TREATMENT OF WOOD. 0 17.COMPONENTS QI THROUGH 6 ARE 6063-TS EXTRUDED ALUMINUM ALLOY,U.O.N. 0.064" lB.ADDITIONAL PROTECTION FA WINDBORNE DEBRIS(SHUTMRS)I5 NOT REQUIRED ON OPENINGS WHERE THESE PRODUCTS ARE USED. T LD 0.32" 0.08" In 0.321" 4.373" 1.75" A1.124z1.124" 4"� I-�0.49" 0.39 " 0.0801, 2.75" 0.07" 4 0.172" .25" 0 796" 0.882" O o769" 861"1.48" 1.558"0.75" 0.078" 1.414° 0.436" tf - .288" 0. 62" 1.338" -r H N0.25" 0.09" 0.93' L >1.803" 1.937"-� 1.45" 2.502" L 0.07" 4" .338" 0.08 0.144" a a g 1-1/16"Z.G.GLASS /13er.GEN.GLA55 ADAPTER \DOOR HEAD FRAME ��TOP RAIL \THRESHOLD SCORNER LOCK \PERIM TER SIDELITE 4 GEN.7/16" 7(�\PERIMETER 52DELITE 4 GEN.I-1/16" SCAL:HALF SIZ SCALE:HALF 5IIE OBIA p SIZE SCALE:HALF SIZE SEA : A SIZE �/32 A 342� SCAL:HALF SR F g 0.247"1.75" 1.903"-{ 0.226" Z I- 0.125" 0.893" 0.125" 0.25" 0.125" 0.769"-" 0.195" 1.228" 1 0.625" 1 0.5" ��J O I*aid ��•��� _ Q „....... N 1 I I 0 062° -3.625"� 3 0.25" 0.225"� �O..062"0.04"-�T 0.132" 0. � 1.5" 0.3" _ 611 Il P SIDECITE 12 THRESHOLD FLAT TIPE COVER 13 ANGI;F 15"x 625" 15 ADAPTER DOUBLE FELPA 16 N F A 3T SCALE:HALF SIZE S A A 3 3�ALE7TACF SYZF- SCAL AL SIZ U� a 0.07" 0.09"TYP. F a a D w''• m m Z O jT 00 C) �_ V) o ' 0.158" g (DzBOOM RAID , SCA 0 ET OOR FRAME JAMB/MULLION A IR007 TTT SHEET: OF 299 FOR WOOD FILLED CMU CR CM I FOR ANCHORS ELOS P,6 AND ANCFHO TES AND MARE OUT 18 ANCHOR SPACING TABLE 3 PAGE 7 13 2 N.T.E.13.56"O.C.d 8"FROM AIR MASTER INTERIOR fi"FROM Ea.END,BALANCE 27 16 NERS WITH#10 5M5 SUBSTRATE @16"O.C.MAX. ACCESS HOLE (SEE PAGE 6) 1 6"FROM EA.END, BAacELWWW.AIO BOX 209 oo6n 1 27 BALANCE @lfi"O.C. 11 INTERIOR 1 22 28 3"FROM EA.END, INTERIOR SARCEPLO NE A.PA. 617 OM 18 MAX. BALANCE @8"O.C.MAX. I8 PH:(787)846-2110 Fx:(787)623A085 11 10 35 10 25 t o m SEE DOOR GLAZING 48 19 � � i o E.D. 30 18 DETAILS,PAGE 2 9 Z z h p w m la • ZH J �m 2LL f Z w¢ p mIZN°w°^ J< c wZ 10 Hf SEE 5IDELITE INACTIVE ACTIV '" + o m w Z'^ GLAZING 18 4 4C w _ ¢(J 10 a 18 DETAILS,PAGE 8 EXTERIOR 24 j w m EMBED. EXTERIOR 26 33 �10 a 4A 3 1x WOOD SEE SETTING BLOCKS GENERAL 1/4"MAXIMUM 1 4 SCREWS 27 34 4 SCREWS 27 19 28 3"FROM EA.END, WOOD SHIM FOR EACH SIDE FOR EACH SIDE SETTING BLOCKS 28 3"FROM EA.END, BALANCE @8"O.C. o NOTE 3,PAGE 2 OF EACH HINGE OF EACH HINGE BALANCE @8"O.C. EXTERIOR MAX. ,/SECTION C SECTION D MAX. m SCALE:HALF 5IZE D SCALE:HALF 5IZE SECTION E SCALE:HALF SLF SIZE v/ 29 FOR WOOD,SEE ANCHOR SPECS PAGE 6 z 29 FOR,,�OOD OR 9 FO�CONCRETE OR 9®FOR GROUT FILLED D ANCHOR NOTES 6 MAX.ANCHOR CMU OR�9F1 FOR CM®R @2Fy�FOR METAL,SEE ANCHOR SPECS PAGE SPACING TABLE 3,PAGE 7 0 6 AND AEC NOTES AND AX.ANCHOR SPACING TABLE 3 PAGE 7 Z 2 N.T.E.13.56"O.C. O B"FROM CORNERS H H WITH#10 SMS 8 6 13 6"FROM EA.END, SUBSTRATE 18 16 ACCESS IB 16 18 °C ACCESS HOLE 27 BALANCE (SEE PAGE 6) W O 6"FROM EA. INTERIOR HOLE w 3"FROM EA.END, 1 INTERIOR @16"O.C.MAX. IB 27 END,BALANCE 18 I 2x WOOD SEE p BALANCE@8" 22 16 @16"O.C.MAX. 2x WOOD SEE GENERAL O.C.MAX. 28 11 Ig GENERAL INTERIOR NOTE 2,PAGE 2 25 10 11 10 11 NOTE 2,PAGE 2 1/4"MAXIMUM T T 22 WOOD SHIM O 18 30 E.D. :'E.D. Z 9 2 10 2 `J��```O i*8.jl y SEE SIDE GLAZING Al. DETAILS, ���aa//J PAGE 8 \�nn55 E.D. F .!° SEE SIDELITE 4 18 OPTIONAL FOR EXTERIOR �L '•. x EXTERIOR GLAZING EMBED INSTAL ONLY DETAILS,PAGE 8 EMBED O "a 26 �2' lg INSTALLATION 29 EMBED AjA y•••*PR z 1/4"MAXIMUM WO1/4"MAXIMUM SCREWS 27 34 4 SCREWS 27 WOOD SHIM EXTERIOR WOOD SHIM 34 4 SCREWS ; 1- 4 FOR EACH SIDE 23 27 23 FOR EACH SIDE W v �4 FOR EACH SIDE 4 SCREWS ~o Z �c OF EACH HINGE OF EACH HINGE Q F OF EACH HINGE ABREVIATIONS: 2 2 V)Z f E.D.=EDGE DISTANCE FOR EACH SIDE p o a v) S CTION LEID EMBED.=EDGE DISTANCE/PENETRATION SINGLE SELITE OF EACH HINGE �\DOOR TO WOOD DWG#: F SCALE:HALF SIZE D.L.O.=DAYLIGHT OPENING SCALE:HALF 5IZE ^ SCALE:HALF SIZE A T^oo•••� 9 ILK / e SHEET: 3 OF 8 1 1/4"MAXIMUM WOOD SHIM E.D. SUBSTRATE (CONCRETE/WOOD) 1/4"MAXIMUM INTERIOR 29 R WOOD, 9®FOR CONCRETE, WOOD SHIM E•D• 29 SEE ANCHOR SPECS PAGE 6 AND 16 �11 2 FOR METAL•SEE ANCHOR O SPE PAGE 6 6 ANCHOR NOTES 6 29 f1�R WOOD,�Yy FOR LONCRE SUBSTRATE ANCHOR NOTES 6 MAX.ANCHOR 18 AIR MASTER MAX.ANCHOR SPACING TABLE 3 0 2 FOR MET SEE ANCHOR SPACING TABLE 3,PAGE 7 2x WOOD SEE PAGE 7 EMBED. SPE PAGE 6 AND ANCHOR NOTES 4ENb 1 GENERAL NOTE 2 AND MAX.ANCHOR SPACING PAGE 2 TABLE 3 PAGE 7 EMBED.SEE G P.O.BOX 2097 16 6 D SAIELONETA•Pn.00617 1/4"MAXIMUM WWW.AIRMASIEPYR.COM WOOD SHIM PH:(787)846-2110 FX:(787)623-0085 27 1 7 / � ° z m N O . 18 21 5 ; 7 E.D. w'D ¢N p= m 22 1 I v a Q¢m 26 25 lg _ 18 EXTERIOR I EMBED. o" Z 30 9 SETTING BLOCK 27 @ 6"FROM4 SCREWS w >N > Z AND 16"O.C.MAX. �\DOOR TO WOOD FOR EACH SIDE ac m o m N¢ ¢ 6 _ 11 scAl AL SIZ OF EACH HINGE 0 Z = w w Z�' SETTING BLOCK �' oc m m ¢e 24 / 10 wF aa° m @ 3" ROM EA.END 28 AND "O.C.MAX. i ( ) SEE ALTERNATE SIDELITE ( 1 - GLAZING DETAILS,PAGE 4 W � F `, 7 a SEE ALTERNATE DOOR ro GLAZING DETAILS, ,^ PAGE 6 v I MAX.97-3/811 z UNIT HEIGHT MAX.97-3/8" 0 UNIT HEIGHT Z EXTERIOR INTERIOR EXTERIOR INTERIOR (n 4 > p( 4 SETTING BLOCK w VV)j � w a `a 28 3"FROM EA.END ]g A D 8"O.C.MAX. 10 s g 26 11 O 7 22 FOR WOOD OR® SETTING BLOCK Z 26 29 CONCRETE SEE ANCHOR SPECS 27 AND 16"OO.C.MAX. D �..(t* PAGE 6 AND ANCHOR NO S 18 �••••••••'� � 12 AND MAX.ANCHOR SPACING O.• t` S y 30 TABLE 3,PAGE 7 18 = Al 1 F FINISH FLOOR FOR WOOD OR 9 N = F x 15 24 ! FOP R CONCRETE,SEE— SUBSTRATE ANCHOR SPECS PAGE 6 �Gd••'• 20 (CON ETE/ AND ANCHOR NOTES y lfi '//�� •PRO ����` x "WOOD) AND MAX.ANCHOR PACING TABLE 3,PAGE 7 T EMBED, a 3`n 2= ki Z J. EMBED. o a v DWG#: DOOR SECTION H E D SUBSTRATE(SEE PAGE 6 A I R007 /,SIDELITE SECTION J ) a H 5CAL HALF SIZ SCALE:HALF SIZE E METAL SUBSTRATE TO BE REVIEWED BY SHEET: BUILDING OFFICIAL FOR STRUCTURAL ADEQUACY 4 OF $ y of /4•° SCREWS COME IN FROM TOP(TYPJ AIR MASTER 5/8"x 1.5"x 0.125"ANGLE 27 13 P.O. I 1 I I 27 16 BARCELONETA,BOX P209]R.0061] I I I 27 27 W W W.AIRMASTERPR.COM 16 27 PH:(787)846-2110 FX:(/87)623-0085 I I m I I I O I I I a m I 3 27 1 13 29 9 .• a o m 6. 2 .`- 5 11 Z O CmtJ`. ZH 31 10 10 7--c m \MULLION W/CLIP ANGLES BETWEEN DOOR A 5IDELITE w Q m m o¢y m Q N.T.s. 5 h Z N w 7 w Z 511 Zu 29 9 9 9 tii n ¢ Lu I I( I( 24 1 11 IJ- m 26 27 �10 a = I DOOR i SIDELITE 25 I I 1 27 /11DOOR TOP RAIL ASSEMBLY N.T.s. g o 0 o i i I 1 13 24 30 31 of 1 27 i i /PERIMETER SIDELITE ASSEMBLY m 6 32 W_T ILI � 25 SCREWS COME IN 3/4 27 2fi 25 Z FROM BOTTOM(TYP.) 24 0 21 i MULLION W/CLIP BETWEEN H O 8 OORB 5I I -SOTTO 6 F N.T.S. 30 H 4 0 i > a W w � O 4C 48 4A 4 27 3 27 9 O ' 27le 13 2 •••a . 24 24 = p.• ti SIDELITE 27 c 26 7 30 25 y •• ~ y 27 31 mod,'••. .•'� \ c DOOR 32 1 EXTERIOR /� �Y••*p(t0\\\\\ M2 DOOR BOTTOM RAIL ASSEMBLY 12 M3 DOOR FRAME HEAD/THRESHOLD F o Z y LL ILIJ Q H N.T.S. �Z 26 8 EXTERIOR O p l3 za DWG#: AIR007 g SHEET: 5 OF 8 x fNOTES: GLE SIDELITE WHEN USED WITH DOOR TABLE 1-DOOR SIZES 6 DOOR SIZES W/SIDELITE SIZES ALL BE LIMITED TO DWL OF DOOR DOOR ACTUAL FINAL SIZES OF DOORS W/SIDELITE ALLOW- TABLE 2-SIDELITE INSERT SIZE I PANEL 2 PANEL 2"x5" WITH 2°x5° FRAME DOOR W/ ABLE A MASTER DOOR DOOR FRAME/ NO SIDELITE OVERALL OVERALL OVERALL OVERALL POSITIVE DOOR DOOR HEADER ACTUAL FINAL SIZES ALLOWABLE (DOUBLE) VERTICAL HORIRZ HEADER AND INCLUDES 2PANEL 2PANEL 2PANEL 2PANEL AND AND 2"x5" DOOR DOOR DOOR DOOR NEGATIVE NOM. NOM. VERTICAL HORIZONTAL WITH 2"x5"FRAME MULLION POSITIVE 6 D.L.O. D.L.O. THRESHOLD DESIGN NEGATIVE n n THRESHOLD NO 5IDELITE VERTICAL WIDTH W/ WIDTH W/ WIDTH W/ WIDTH W/ HEIGHT WIDTH D.L.O. D.L.O. OVERALL OVERALL DESIGN NOM. NOM. NOM. NOM. (') (') OVERALL OVERALL FRAME 51DELITE SIDELITE 5iDELITE SIDELITE WIND P.O.Box 2097 (in) (in) (in) (in) SIDELITE SIDELITE HEIGHT WIDTH HEIGH WIDTH DOOR OVERALL 30"ON 24"ON 18"ON 12`ON BARCELONETA,PR.00617 WIND LOAD 1 PANEL LOAD WW W.AlR STERPR.COM HEIGHT(in) WIDTH(in) pSF (in) (in) (in) (in) HEIGHT DOOR WIDTHDOOR2 PANEL EACH SIDE EACH SIDE EACH SIDE EACH SIDE PSF (in) (in) 'WIDTH (in) (in) (in) (in) PH:�B7J 846-2110 Fx:(7B7)623-0005 93.25 30 90.13 26.8E 97.38 34.13 75.0 93.25 24 90.13 20.88 97.38 28.13 75.0 95.25 36 F0.0072 2 81.67 22.23 97.38 40.13 76.13 140.38 128.3E 116.38 104.38 75.0 O h O R J 93.25 18 90.13 14.88 97.38 22.13 75.0 95.25 30 81.67 16.23 97.38 34.13 64.13 128.38 116.38 104.38 92.38 75.0 93.25 12 90.13 8.88 97.38 16.13 75.0 95.25 24 8 81.67 10.23 97.38 28.13 52.13 116.38 104.38 92.36 80.38 75.0 Z N w d m n 83.25 36 2 69.67 22.23 85.38 40.13 76,13 140.38 128.38 116.38 104.38 75.0 81.25 30 78.13 26.88 85.38 34.13 75.0 Z '?�n v Ro 83.25 30 0 69.67 16.23 85.38 34.13 64.13 128.38 116.38 104.38 92.38 75.0 Z 'o w m w v 81.25 24 78.13 20.88 85.38 28.13 75.0 x 83.25 24 8 69.67 10.23 85.38 28.13 52.13 116.38 104.38 92.38 80.38 75.0 Z Z o z m V LL 61.25 1B 78.13 14.88 85.38 22,13 75.0 j w tJn N H 80.00 36 2 66.42 22.23 82.13 40.13 76.13 140.38 128.38 116.38 104.31 75.0 'A J = j(p Z81,25 12 78.13 8.88 85.38 16.13 75.0 NO CO J C V)B0.00 30 0 66.42 16.23 82.13 34.13 64.13 128.38 116.38 104.38 92,38 75.0 �9 O H p 'ta78.00 30 74.88 26.88 B2.13 34.13 75.0 vi O w w80.00 24 8 66.42 10.23 82.13 28.13 52.13 116.38 104.38 92.38 80.38 75.0 E� a, ¢^, 78.00 24 74.68 20.66 82.13 28.13 75.0 IL'n Z Z NOTES: 78.00 18 74.88 14.88 82.13 22.13 75.0 O < LU 76.00 12 74.68 8.88 82.13 16.13 75.0 1. DOOR FRAME HEIGHT=NOMINAL DOOR HEIGHT-2.125" a 2. SIDELITE FRAME HEIGHT=NOMINAL SIDELITE HEIGHT-4.125" 3. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL �u ANCHORS SPECIFICATIONS ITEM# SIDELITE HEAD/SILL AND DOOR HEAD FRAME: x 29 #14 WOOD SCREW INTO SG=0.55 WOOD WITH 1 1/4"EDGE DISTANCE,MINIMUM SPACING=1 1/4"AND 1 1/2"EMBEDMENT INTO 2(2X)(Fyb=70 KSI) 29C CONCRETE 1/4"0 ELCO ULTRACON INTO CONCRETE(MIN F'c=3000 PSI),WITH 2 1/2"EDGE DISTANCE,MINIMUM SPACING=3"d MIN.EMBEDMENT=1 3/4"(Fy=155 KSI Fu=177 KSI) m 32A #10 GRADE 5 SHEET METAL SCREW(SMS)INTO METAL STRUCTURE a. 6063-T5 ALUMINUM ALLOY,MINIMUM 0.090-0.125"THICK (n b. 12 GAUGE,36 K5I STEEL-USE G-90 GALVANIZED STEEL OR PAINTED STEEL-SEE FBC DISSIMILAR METAL REQUIREMENTS Z DOOR THRESHOLD: 29 #14 WOOD SCREW INTO 5G=0.55 WOOD WITH 1 1/4"EDGE DISTANCE,MINIMUM SPACING=11/4"A 1 1/2"EMBEDMENT,AT THRESHOLD INTO 2(2X) (Fyb=70 KSI) Q 29C CONCRETE 1/4"0 ELCO ULTRACON INTO CONCRETE(MIN F'c=3000 PSI),WITH 2 1/2"EDGE DISTANCE,MINIMUM SPACING=3" 4 MIN.EMBEDMENT=1 3/4"(Fy=155 KSI Fu=177 KSI) H O SIDELITE JAMB/FRAME AND DOOR JAMB/FRAME: 29 #14 WOOD SCREW INTO SG=0.55 WOOD WITH 1 1/4"EDGE DISTANCE,MINIMUM SPACING=1 1/4"AND 1 1/2"PENETRATION INTO 2(2X)(Fyb=70 KSI) H 29A GROUT FILLED CMU 1/4"0 ELCO ULTRACON INTO GROUT FILLED CMU(COMPLIES W/ASTM C 90 NORMAL WEIGHT WITH 2 K5I),W/2 1/2"EDGE DISTANCE,MIN.SPACING=4"6 MIN.EMBEDMENT=1 3/4"(Fy--155 KSI Fu=177 K5I) 298 CMU 1/4"0 ELCO ULTRACON INTO CMU(COMPLIES WITH A5TM C 90 NORMAL WEIGHT WITH 2 KSI),WITH I"EDGE DISTANCE,MINIMUM SPACING=6"6 MIN.1 1/4"EMBEDMENT(Fy=155 KSI Fu=177 KSI) > u 32A CONCRETE 1/4"0 ELCO ULTRACON INTO CONCRETE(MIN F'c=3000 PSI),WITH 2 1/2"EDGE DISTANCE,MINIMUM SPACING=3"d MIN.1 3/4"EMBEDMENT(Fy=155 KSI Fu=177 KSI) Lu Lo w #10 GRADE 5 SHEET METAL SCREW(SMS)INTO METAL STRUCTURE Q a. 6063-T5 ALUMINUM ALLOY,MINIMUM,0.090-0.125"THICK b. 12 GAUGE,36 KSI STEEL-USE G-90 GALVANIZED STEEL OR PAINTED STEEL-SEE FBC DISSIMILAR METAL REQUIREMENTS CLIP ANGLES AT MULLION BETWEEN DOOR AND 5IDELITE(2 TOP ANGLES AND 1 BOTTOM ANGLE ON EACH MULLION): e 27 #10 GRADE 5 SHEET METAL SCREW-2 5MS IN EACH LEG OF THE 0.625"X 1.5"X 0.125"ANGLE `s 7/16"LAM.GLASS 7/16"LAM,GLA55 cj 1-1/16"I.G.GLASS 1-1/16"I.G.GLASS Z 3/16"ANNEALED 3/16"ANNEALED 3/16"TEMPERED(EXT.) 1/4"TEMPERED(EXT.) G 0.090"SAFLEX CP-SAFLEX HP 0.090"SAFLEX CP-SAFLEX HP AIR SPACE AIR SPACE COMPOSITE GLASS COMPOSITE GLASS a INTERLAYERS W/PET CORE INTERLAYERS W/PET CORE oar 3/16'ANNEALED 3/16"ANNEALED ���e.�•,i •�/y �� 6 0.090'SAFLEX CP-SAFLEX HP o.aa• 0.090"SAFLEX CP-SAFLEX 3/16"ANNEALED 3/16"ANNEALED EXTERIOR r TNT. COMPOSITE GLASS EXTERIOR `AAx r INT. HP COMPOSITE GLA55 Q• ^•••••••4 y:v3s• a EXTERIOR - - INTERIOR EXTERIOR - INTERIOR -- INTERLAYERS W/PETCORE - -- INTERLAYERS W/PET COR 3 660" HELIMA , 4B ALUMINUM ` 3/16'ANNEALED HELIMA 3/16"ANNEALED _ F- LB ' ' `�� GLA55 i 660" SPACER ' `� ALUMINUM ` No / 4 BITE j Y GLASS C ` SPACER i y • 660" 8 ` 1 BITE / 11 GLASS j T1 GLASS �d,'•. 1 38 I 1 f 1 SITE 1 BITE aI I 18 18 1 i,1"x 0.25"x 0.125" 1 i,1"x 0.25"x 0.125" 4C ` � i ' D x 0.25"ER 70" 1 �� , D x 0.25"ER 125" ¢O p V1 V Z 11 18 ` 4A 1 / 4C o z Y�_ ¢ \ ov 3 DUROMETER70 `� DUROMETER70 28 RUBBER SETTING RUBBER SETTING DWG#: ` RUBBER SETTING ` - 70 ' RUBBER SETTING AIR007 28 ---- 28 -- BLOCK 28 - , BLOCK g BLOCK BLOCK DOOR GLAZING DETAIL 1 DOOR GLAZING DETAIL 2 DOOR GLAZING DETAIL 3 DOOR GLAZING DETAIL 4 SHEET: G OF 8 s' 140.38"MAX UNIT FRAME WIDTH 34.13'Max. VERALL UNIT WIDTH 6 J 6 H 6 J 6 _r 6 J 6 9.1" 1 .5"O C. %Y O.C, q O.C. MAX MAX 2" 6" _T� AIR MASTER C D / E \ F C C C 16.5" I mix. 16.5.. P.O.eox 2097 / \ 977A%' I 13 b" U BARCELONETA,PR.00617 WWW SIDELITE DOOR DOOR SIDELITE FRAME SIDELITEUNIT I PH; STERPR)62 QB7)B46-2110-2110 F%:(7B7)fi23-0OB5 \ ! / NET iHT I O ALL ' WALL I 6 e n 4 O� J Ov wig -1O p 2 my C� Zo oum�a SIDELITE DOOR I DOOR SIDELITE O IZ-' �'2 m ll�uu am LL 108.25'MAX UNIT FRAME WIDTH 40.13"MAX I o f 6 ,7 6 H 16 H OVE ALL w¢ �¢ m�Z�wm 6 16 UNIT 6 6 J Q VI m y HEIGHT ASTRAGALS E Q m w z / \ ` LL / 16.5' I 16.25" H Lu M •� / \ 97 8' r MAx. SIDELITE DOOR DOOR U E DOOR 16'5 I 16.5" o \ / HEI HT m F 1*1\ r9.1'� I I I I r9.' O SEE TABLE 3 h12.5^-1 Fi2.5.1 LETABLE 3FOR MAX. MAX.WALL SEE TABLE 3 FOR SEE TABLE 3 FOR Z CHOR HORO MAX.ANCHOR MAX.ANCHOR 72.25'MAX UMT FRAME WIDTH 7fi.13°MA%VNIT FRAME WIDTH SPACING IN NG IN 2 6 SPACING IN THI SPACING IN THIS 2 THIS SPACE 3" 3"2'3"3" 2 3' 3" 3"2 3" THIS SPACE 2 J H 6 6 H 6 SPACE IN SPACE TYPICAL H a TYPICAL AT HEAD 2' TYPICAL AT HEAD � AND SILL AT HEAD AND SILL AT HEAD AND SILL V $ AND SILL /;.\EXTERIOR ELEVATION-EXAMPLE W � w F / K , \ NOTE: N.T.5. L.L 0 / / \ 1. THE DIAGRAM ABOVE SHOWS 1/4"0 ANCHORS LOCATIONS THAT MUST BE USED FOR ALL DOOR&SIDELITE SIZES. W LL MAXIMUM ANCHOR SPACING BETWEEN THE STARTER ANCHOR&CLUSTER OR MAXIMUM ANCHOR SPACING - C D / N / E \ BETWEEN CLUSTERS CAN BE FOUND IN TABLE 3,THIS PAGE. MAX. UNIT TABLE 3- DOOR&SIDELITE MAXIMUM ANCHOR PERIMETER SPACING ALLOWED O E SIDELI book FRAME DOOR DOOR EXCEPT CLUSTERS AT DOOR ASTRAGAL(MEETING STILES)AND MULLION ENDS(SEE SHEET 1) Z e \ t HEI HT \ / MIN.2 ANCHORS MIN.2 ANCHORS DOOR D 7ELIITE R DOOR DOOR DOOR SUBSTRATES SIDELITE 7AM8 SIDELITE SIDELITE TO J WALL (in) HE A THReS40LD O •.4 TO WALL in HEAD(in SILL(in) MULLION(in) C SG=0.55 WOOD CONCRETE 16.25 9.1 9.1 13.6 13.6 12.5 12.5 _ H GROUT FILLED 1n F- a \OPTIONAL INTALLATION LAYOUTS CMU 16.25 N/A N/A 13.6 13.6 N/A N/A r 0' .. g N.T.s. HOLLOW CMU �T�•., v ANCHOR NOTES: ANCHOR REQUIREMENTS FOR DOOR THRESHOLD AND HEAD AT ASTRAGAL '�/��y°•• pR� \��� FOR CONCRETE INSTALLATIONS,USE TWO(2)ULTRACONS,ITEM 29C,WITH 21/2"EDGE DISTANCE&1 3/4"EMBEDMENT;ONE AT ?� 1/4'DIAMETER ELCO ULTRACON WITH 2.5"EDGE DISTANCE&13/4"EMBEDMENT.MIN.ANCHOR SPACING OF 3"WHEN INSTALLED IN 2°&5°ON EACH SIDE OF THE CENTERLINE F THE 2 DOORS. T CONCRETE AT HEAD,SAME OR SILL,4"FOR GROUT FILLED CMU AND 6'FOR HOLLOW CMU WHEN INSTALLED AT THE JAMBS. FOR WOOD INSTALLATIONS,USE TWO(2)#14 DIAMETER WOOD SCREWS,ITEM 29 WITH 11/4'EDGE DISTANCE AND 11/2' T 1ij #14 DIAMETER WOOD SCREW WITH 1.25"EDGE DISTANCE&MIN.1.25"O.C.SPACING WITH 1.5"PENETRATION EMBEDMENT,ONE EACH AT 2"&5"ON EACH SIDE OF THE CENTERLINE OF THE 2 DOORS. m m Z J V) F ANCHOR REQUIREMENTS FOR DOOR THRESHOLD AND HEAD ON BOTH SIDES OF MULLION BALANCE OF ANCHORS,FOR CONCRETE AND WOOD SUBSTRATES,BETWEEN STARTER ANCHORS AND CLUSTERS AT ASTRAGAL 3 =2 V Z $ FOR CONCRETE SUBSTRATES,USE FOUR S4)1/4"DIAMETER ELCO ULTRACON,ITEM 29C TO THRESHOLD,WITH 1 EACH AT 3"AND 6"FROM SHALL BE EQUALLY SPACED•BUT SHALL NOT EXCEED THE MAXIMUM ANCHOR SPACING SHOWN IN TABLE 3 ON THIS PAGE. O 1 V V) EACH END OF THRESHOLD&1 EACH AT 3 AND 6'FROM EDGE OF MULLION(16A)IN SIDELITE SILL. ANCHOR REQUIREMENTS FOR SIDELITE AND DOOR CONNECTION TO VERTICAL MULLION 6 ALL 4 10 GRADE 5 SCREWS,ITEM 31,CONNECTING THE SIDELITE AND OR DOOR TO THE 2"X 5"X 0.090"VERTICAL TUBE ULLION, DWG# FOR WOOD SUBSTRATES,USE TWO(2)#14 DIAMETER WOOD SCREWS WITH 2^PENETRATION,INSTALLED AT EACH OF THE SAME ITEM I6A,TO BEGIN AND END AT 8"(STARTER FASTENER)FROM THE TOP AND BOTTOM OF THE 2-X 5°TUBE.THE BALANMCE OF THE A I R007 LOCATIONS AS DESCRIBED ABOVE FOR CONCRETE SUBSTRATES. #10 GRADE 5 SCREWS BETWEEN THE STARTER FASTENERS SHALL BE EQUALLY SPACED,BUT SHALL NOT EXCEED THE MAXIMUM y BALANCE OF ANCHORS,FOR CONCRETE AND WOOD SUBSTRATES,BETWEEN STARTER ANCHORS AND CLUSTERS AT MULLION SHALL BE ANCHOR/FA5TENER SPACING SHOWN IN TABLE 3 ON DRAWING PAGE 7 OF 8. SHEET. O FO EQUALLY SPACED,BUT SHALL NOT EXCEED THE MAXIMUM ANCHOR SPACING SHOWN IN TABLE 3 ON THIS PAGE.. xt MAX,76-1/8" MAX.40-1/8" �, MAX.34.18" 12.5" ATTACHMENT 2• 9.1°MAX 9.1°MAX TO SUBSTRATE 2'. AIR MASTER 3' 3" MAX z° — z° z" ATTACHMENT TO SUBSTRATE z" Z Z 6• P.O.BOX 2097 O O 8 ARCELONETA,PR.00617 W W W.AIRMASTERN.COM / \ j PH:(78T)846.2110 FX:(787)623-0085 C / \ C3 0 / O 16.25 MAX. O 13.56'MAX.Z Z in O �/ \ // Q / 13.56 MAX.Q // w H p m C7 ¢ > Y / \ /11, �n e w •5 F o w Ln w� r� p2 m 13.561 MAX. 13 vFi ¢mMCO CO P. / .56 MAX.CO16.25 MAX. Z Z a Ut m 2 X T�Z OwDp / \ 13.56'MAX.CC / CO w tD c A0 Q MAX. / \ O // 13.56 MAX.2 MAX. _ n ixCOw Zm w � ¢v 97.38" 0 MAX. 0 97.38' 16.25 MAX F da o o ' Lu \ / O 97.38" o CL 13.5fi MAX. \ l7 0_ \\ Q z \ 13.56 MAX z L�L,11 \ / u \ Q U F N \ 16.25 MAX. 0 C \\ \ 13.56'MAX,Q CO \\ \ 13.56 MAX.Q O / vJ \ / 13.56'MAX.O \ 0 16.25'MAX. z \ / \ 13.56 MAX \ O Z O B 6 z H 12.5' -T > U y MAX MAX 2' aLU 2" SEE TABLE 3, 3° a^ 3• SEE TABLE 3, 2' 10 SHEET7 FOR MAX. SHEET7 FOR MAX. 2. SEE TABLE 3, 3'jj 9.1"OG MAX ANCHOR SPACING ANCHOR SPACING SHEET7 FOR MAX. ANCHOR SPACING F \DOUBLE DOOR SINGLE DOOR SINGLE SIDELIGHT N.T.S. 1` N.T.S. S N.T.S. O 1-1/16"I.G.GLA55 1-1/16"I.G.GLASS Z NOTE: 7/16'LAM.GLA55 AIR SPACE ERED(EXT.) 1A/R P"MCPEERED(EXT.) `` p '*a3 /''' s 1. ALL ANCHORS SPACING SHOWN ABOVE IS THE MAXIMUM PERMITTED. 3/16"ANNEALED 3/16"ANNEALED 3/16"ANNEALED ` �e..•••• 0.090"SAFLEX LP-SAFLEX HP 0.090"SAFLEX CP-SAFLEX HP 0.090"SAFLEX CP-SAFLEX HP q� COMPOSITE GLASS COMPOSITE GLASS COMPOSITE GLASS 0.• h INTER LAYERS WITH PET CORE 0.41' INTERLAYERS WITH PET CORE 0.34• INTERLAYERS WITH PET CORE 3/16'ANNEALED MAX 3/16"ANNEALED MAX 3/I6"ANNEALED EXTERIOR / - INTERIOR HELIMa EXTERIOR , INTERIOR HELIMn EXTERIOR / INTERIOR (n F pa / ' ALUMINUM j �� ALUMINUM j �� T11��".• �1.'GJ SPACER `� 18 SPACER 1 �� 18 �.✓ "CL7W, GLas°s i7 11 067VGCASS \11 Mass F BITE i ) BITE i BITE L1l T T iLij 1 1 1 1 1 Fes' m� mZ _3 IB 1 1 i•x0.25'x0.125• 1 1'x0.25"xO.125" 1 ¢O Z U) ]C 1L ¢Z T 1 DUROMETER70 7 OUROMETER,70 7 p a 3 == U Z 1'x0.25•x0to t25• 7 RUBBER SETTING RUBBER SETTING O Q U U) p DVROMETEBLOCK BLOCK 4RUBBER SETT � / t0 �` , DWGB (0---- ---- ---- AIR007 SIDELITE GLAZING DETAIL 1 SIDELITE GLAZING DETAIL 2 SIDELITE GLAZING DETAIL 3 SHEET: 8 OF 8 'orida Building Code Online Page 1 of 2 BCIS Home ':. Log In User Registration Hot Topics Submit Surcharge i Statr&Facts �. Publications Contact Us BCIS Site Map Links Search F"o^va Product Approval ,ppp USER:Pub1ic User ye copy. Product Approval Menu>Product cr Application Search>Application List>Application Detail ' FL# FL20662-R3 Application Type Revision Code Version Appr CODE COMPLIANCE . 20 Application Status Approved ' �■■p n® � 1 ppp��� �nqf S 9 L U IE ®@� W Y Comments Archived Product Manufacturer Air Master Awning,LLC Address/Phone/Email Road PR#2 interior KM 56.7 Barceloneta,NON-US 00617 (787)846-2110 marilynortiz@airmasterwindows.com Authorized Signature Hermes Norero fbc@b'uildingdrops.com Technical Representative. Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Hermes F.Norero,P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Locke Bowden P.E. �i Validation Checklist-Hardcopy Received Certificate of Independence FL20662 R3 COI COI Air Master SS 2021-04-16.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs818UOt4NsR... ' 1/28/2022 Florida Building Code Online Page 2 of ; Date Submitted 04/16/2021 Date Validated 04/17/2021 Date Pending FBC Approval 04/23/2021 Date Approved 06/08/2021 Summary of Products FL# Model,Number or Name Description 20662.1 Series HP Sliding Door High Performance Aluminum Sliding Glass Door Limits of Use Installation Instructions Approved for-use in HVHZ:Yes FL20662 R3 II AIR008 SS 2021-04-16 Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions,AIR008,and Product FL20662 R3 AE PER7539 SS 2021-04-16.Ddf Evaluation Report,PER7539,for design pressures, Created by Independent Third Party: Yes configurations,installation details,and limits of use. 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Product Approval Accepts: ZI ® 99 Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs818UOt4NsR... 1/28/2022 ` "Ft 2.4���-�3 r GENERAL NOTES: 1. THIS SLIDING DOOR SYSTEM HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)5TH EDITION(2014),INCLUDING THE HVHZ,UNDER THE SPECIFIC CONDTITIONS ON THIS THIS SLIDING DOOR M I N U M SLIDING H P DOOR SYSTEM HAS TA 201LIEDTAS 20 d TAS 203,72E HIGH PERFORMANCE SLIDING DOOR, E 31,ASTM AI R M_ A5_TER SERIES AI-u GE MISSILE IMPACT RESISTANT. 2. 2x WOOD BUCKS SHALL BE INSTALLED AND PROPERLY ANCHORED 50 THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF FBC. P.O.BOX 2097 3. lz WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SUCH THAT THEY ARE STATIC DURIN6 BAR[ELONETA,P.R.00617 INSTALLATION AND ACT AS SHEAR BLOCKS DURING LOADING TRANSFER FOR FASTENERS W W W.AIWAASTERPAXOM THROUGH THE DOOR FRAME TO THE CONCRETE. PH:(767)816.2110 FX:(787)623-0085 4. ANCHOR CONDITIONS NOT DESCRIBED IN THIS DRAWING ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. 5. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING MAX.282-7/8'FRAME WIDTH THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND K Wu1� > o v VELOCITY.FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-10.WIND LOADS 0 Z F- J p e 8.5' MAY BE PERMITTED TO BE MULTIPLIED BY 0.6 FOR CONVERSION FROM LRFD TO A5D LOADS. p j O a m n 3' 3"3" 3"3'3'3" MAX.O.C. 3•MAX,O.C. 6. THESE PRODUCT EVALUATION DOCUMENTS ARE PREPARED BY THE PRODUCT ENGINEER AND a o,Z g FROM CORNERS 77 ARE GENERIC.THEY DO NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. iri w m .. POCKET UNDER ,Z,EE,FF '1 --W�- _ SEPARATE APPROVAL II II 7. THESE PRODUCT EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE Z w m w 2 LL b"MAX. O w CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS IZj O.C.FROM DETAILED HEREIN AND THE CONTRACTOR VERIFIES THE EXISTING STRUCTURE I5 CAPABLE O r Oe H FA f-1 -T CORNERS OF SUPPORTING THE LOADS. ¢y �' Z m.n• WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS, V) w y m)�.1 A Q a THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: Edw W 5 lO Z m 8.1. NON-HVHZ W ONLY:REQUIRE THATSITE SPECIFIC DOCUMENTS BE PREPARED.SIGNED, a m SEE SHEETS / m Q FOIL TIT 0 c. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT.WHICH S ¢� n DETAIL AND JUSTIFY THE DEVIATION.SAID DOCUMENTS SHALL BE SUBMITTED TO THE Lu m B �/ X X PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL % /� / 9.25' GRANTING HIS/HER APPROVAL - MAX.O / / / V.O.C. 8.2. REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL C APPLIED FOR AND SECURED MAX 87 94' // // / FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION.WHEN THE SITE DLO / L CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS Q 96" I / J I K J"ro. ONLY OPTIC, SHALL BE ACCEPTED BY THE BUILDING OFFICIAL FRAME HEIGHT Kapp 9. WHERE THE CONTRACTOR OR THE BUILDING OFFICIAL REQUIRES DOCUMENTS FOR A SITE HEIGHT I .� ' I I I SPECIFIC APPLICATION,THESE DOCUMENTS SHALL BE PREPARED BY A FLORIDA REGISTERED m - ENGINEER OR ARCHITECT FOR SAID APPLICATION. 10. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED. '^ 11. SEE SHEET FOR GLAZING DETAILS.LAMINATED MONOLITHIC OR LAMINATED INSULATED v I GLASS MAY BE USED AT THE DESIGN PRESSURES GIVE ON PAGES 10 AND 11.MAXIMUM DLO l AREA OF I.G.GLAZING I5 22.7 SQ.FT. L 12. SEE DOOR 512E V5 DESIGN LOADS TABLES 6 ANCHOR SCHEDULE ON PAGES 8,10.6 11 FOR O DESIGN PRESSURES AND REQUIRED ANCHORS. Z DD 13. THIS PRODUCT HAS BEEN SUCCESSFULLY TESTED BY BLALKWATER TESTING FOR FLORIDA H,^ p BUILDING CODE COMPLIANCE, v/ 1-1 13.1. BLACKWATER TESTING INC.REPORTS NO.8T-Aµ-12-003(REVISED 6/31/13), F- BT-AM-12-00A,b BT-AM-14-001(B)(REVISED 08/27/15). EXTERIOR ELEVATION SLIDING DOOR 14. ADDITIONAL PROTECTION FROM WINDBORNE DEBRIS(SHUTTERS)I5 NOT REQUIRED ONCC SEE SHEETS 7 AND 8 FOR TYPICAL A HIGH PERFORMANCE IMPACT TESTED SIZE OPENINGS WHERE THIS PRODUCT IS USED. W U) ANCHOR LAYOUT DETAILS 11,T,5. 15. COMPONENTS 1 THROUGH 13 ARE 6063-T5 EXTRUDED ALUMINUM ALLOY UNLESS OTHERWISE LU NOTED. 16. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE P.T.STRUCTURAL PLYWOOD OR LEGEND:OPERATIONAL-X DIMENSIONAL LUMBER 6 COMPATIBLE WITH ALUMINUM FIXED-0 17. MINIMUM PECIFIC GRAVITY FOR ALL WOOD SHALL BE G c 0.55(SOUTHERN PINE) S p DESIGN PRESSURE RATING IMPACT RATING 18. MASONRY SUBSTRATES SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF ASTM C 90 FOR NORMAL WEIGHT BLOCK WITH A MINIMUM COMPRE55IVE STRENGTH OF 2000 P5I. LARGE AND SMALL MISSILE IMPACT 19. MATERIALS,INCLUDING,BUT NOT LIMITED TO FASTENERS OR SCREWS THAT COME IN 0 CONTACT WITH DISSIMILAR METALS SHALL MEET THE REQUIREMENTS OF FBC CHAPTER 20. •SEE TABLE IA ON SHEET 10 OF 11 FOR DESIGN PRESSURE RATINGS FOR ALSO FASTENERS&SCREWS MUST BE COMPATIBLE WITH CHEMICALS USED FOR PRE55URE (1 r o CONFIGURATIONS USING POCKET JAMBS TREATMENT OF WOOD. 20.30•WIDE AND 80'TALL DOOR PANELS DO NOT COMPLY WITH FAC DOOR CLEARANCE 6 FBC `\\\�0 EGRESS REQUIREMENTS.EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL ............ • • z ,a21. ALL SHIMS TO BE MAX.1/4•.P.T.STRUCTURAL PLYWOOD OR LOAD BEARING PLASTIC 6 W $$ COMPATIBLE W/ALUMINUM PER FBC. .• t` �a4s WALL POCKET CONSTRUCTION APPROVAL. cN NOT PART OF THIS ` DETAIL M DETAIL K'- DETAIL K. DETAIL J --_ DETAIL I DETAIL Jw,. •• 282-7/B" ���j7•• R \\ 43-13/16°�� I-�43-13/16" 43-13/16° / �1 .\\ ��//7y••�(p \\\\ . \ 1 � T T Gz U) 43-13/16^�' , SECTION SLIDING DOOR DETAIL L DWG#: o /�6 PANEL HIGH PERFORMANCE IMPACT(TESTED SIZE) A IROO8 3 TRACK HEAD&SILL SYSTEM n N.T.S. Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document SHEET: 1 Q F 11 Date:2016.06.17 13:35:34-04'00' K AIR MASTER MAX.192"FRAME WIDTH PC BOX 2097 POCKET UNDER 84RCE10NETA pA 00617 8.6' WWlYu20 5 SEPARATE APPROVAL 3"3'3"H3" MAX.O.C. 3'MAX.CORNE. pN.(]8718,6.L10 FTERVRCOM /AA,BB,CC I I I �{ FROM CORNERS I (7 7)623-0089 O.C.FROM CORNERS p W 31 j SEE SHEET9 FOR M.O.0 = Z _ X p e, X /� o o cD m"' Fi- o MAX. MAX. r III" 9.25" N a °p Max.O.C' FRAME I HEDLOIGHT / / IK w e m q ZHEIGHT Via"' s o R m EXTERIOR ELEVATION SLIDING DOOR O SEE SHEETS 7 AND 8 FOR TYPICAL /HIGH PERFORMANCE IMPACT(TESTED SIZE) H z ANCHOR LAYOUT DETAILS N.T.S. p LEGEND:OPERATIONAL-X H FIXED-O W u w WALL POCKET CONSTRUCTION 5 NOT PART OF THIS APPROVAL. - MAX 192"FRAME WIDTH DETAIL J DETAIL M DETAILI DETAIL K -_ O II 43-13/16° / 43-I3/16 ' 43-13/16• � \``� .� 1 �-43-13/16°--�I I °�� �� I 2 TRACK HEAD 6 SILL SYSTEM �` 0 SECTION SLIDING DOOR �OETAILLs. = U3• ~ D 4 PANEL HIGH PERFORMANCE IMPACT(TESTED SIZE) `�'•, '' �`K4 x i����y••*PRO���`�g S DESIGN PRESSURE RATING IMPACT RATING O E e� Zf caZ u1n i •/-72.1 PSF° LARGE AND SMALL MISSILE IMPACT O U= Z ;OR TABLE IA ON SHEET 10 OF 11 FOR DESIGN PRESSURE RATINGS DWG#: yFOR CONFIGURATIONS USING POCKET JAMBS /I ^00 SHEET: R PH:vs MAX.96"FRAME WIDTH 7.625" 3.3.3.3. O MAX.O.C. �AA,BB,CC o 6'MAX d O.C.FROM = -T CORNERS kb 41 H Z w MAX. � AX. O v "' .94" 8 X HEIGHT/ / T� 9.25• FRAME �i MAx.O.C. HEIGHT V°,,. w K X � a 7� SEE SHEETS 7 AND 8 FOR TYPICAL Z ANCHOR LAYOUT DETAILS Q EXTERIOR ELEVATION SLIDING DOOR o E HIGH PERFORMANCE IMPACT TESTED SIZE)_ LEGEND:OPERATIONOAL-X 1--I p FIXEDMAX 96"FRAME WIDTH 25 g DETAIL K I--�43-1/8° 2 TRACK HEAD 6 SILL SYSTEM p .p �DETAILLga.� �DETAILT-,V-,X� _ 0, ••nl•• ••� SECTION SLIDING DOOR F 2 PANEL HIGH PERFORMANCE IMPACT(TESTED SIZE) N.T.S. ,,�J'••°" \\\ DESIGN PRESSURE RATING IMPACT RATING ° m j � w ./-72.1 PSF' LARGE AND SMALL MISSILE IMPACT Q F �° N 43 v= V) 'SEE TABLE IA ON SHEET 10 OF 11 FOR DESIGN PRESSURE RATINGS DWG#: FOR CONFIGURATIONS USING POCKET JAMBS A Too^ SH EE r:l3 of 11 r