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HomeMy WebLinkAboutProduct Approval BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts ( Publications € FBC Staff BCIS Site Map j [inks ! Search �rlc� Product Approval USER:Public User Product Aeoroval Menu>Product or 400l:catinn Search>Aoolication List �>Application etail FL# fFL4109� Application Type Revision Code Version 17 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 .- Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hun 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 07/11/2017 l Date Validated 07/26/2017 Date Pending FBC Approval Date Approved 07/28/2017 Summary of Products FL# Model,Number or Name Description 14095.1 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(5/16 in PVB or SGP Lam-1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R10 C CAC NI011567.04-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2025 Design Pressure:+65/-70 Installation Instructions Other:Laminated glazing interlayer material requirements FL14095 RIO II FL140Q5 R5 11 DP65- meet the current edition of the FBC in accordance with 70 36x72 Impact Installation Instructions.pdf Miami-Dade NOA for DuPont SentryGlas and DuPont PVB FL14095 R10 11 NI011567.04-113 Dwgs 07252017.odf interlayers.White PVC exterior extrusion meet the current Verified By: Hermes Norero,PE 73778 edition of the FBC in accordance with Miami-Dade NOA for Created by Independent Third Party:Yes Quanex.IG back bedded with Dow 995.Safety glazing Evaluation Reports required to the exterior at heights above 30 feet. FL14095 Rio AE PER3094.odf Created by Independent Third Party:Yes 14095.2 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(1/8 in-1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R10 C CAC Ni011567.08-Rl.odf Approved for use outside HVHZ:Yes FL14095 R10 C CAC NI011S67.09-R2.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+65/-70 04/30/2025 Other:White PVC exterior extrusion meet the current Installation Instructions edition of the FBC in accordance with Miami-Dade NOA for FL14095 RIO 11 N1011567.09-R2 Dwgs 07252017,odf Quanex.IG back bedded with Dow 995.Safety glazing FL14095 RIO TI PAV TSH FBC 36x72 SS 2017-06-26,odf required to the exterior at heights above 30 feet. Verified By: Hermes Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL14095 R10 AE PER4869 SS 2017-06-26 odf Created by Independent Third Party:Yes 14095.3 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(3/16 in- 3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 RSO C CAC NI011567.06-R1.odf Approved for use outside HVHZ:Yes FL14095 R10 C CAC NI011567.07-R2.pd Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+65/-70 04/30/2025 Other:White PVC exterior extrusion meet the current Installation Instructions edition of the FBC in accordance with Miami-Dade NOA for FL14095 RSO 11 NI011567.07-R2 Dwas 07252017.odf Quanex.IG back bedded with Dow 995.Windows with FL14095 R10 II PAV TSH FBC 52x75 SS 2017-06-26.pdf insulated glass wider than 36"require setting blocks.Safety Verified.By: Hermes Norero,PE 73778 glazing required to the exterior at heights above 30 feet. Created by Independent Third Party:Yes Evaluation Reports FL14095 RIO AE PER4870 SS 2017-06-26.1)df Created by Independent Third Party:Yes 14095.4 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in PVB or SGP Lam-1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R10 C CAC N1011567.02-R2.12df Approved for use a HZ:Yes Quality Assurance Contract Expiration Date Impact Resitre: Yes 04/30/2025 Design Press50/-60 Installation instructions Other:Lamina ' . erlayer material requirements FL14095 R10 TI FL14095 R5 II DP50- meet the current edition of the FBC in accordance with 60 52.125x75 impact installation Instructions.pdf Miami-Dade NOA for DuPont SentryGlas and DuPont PVB FL14095 RI0 rr N1011567.02-R2 Dwos 07252017.pdf interlayers.White PVC exterior extrusion meet the current Verified By: Hermes Norero,PE 73778 edition of the FBC in accordance with Miami-Dade NOA for Created by Independent Third Party:Yes Quanex.IG back bedded with Dow 995.Windows with Evaluation Reports insulated glass wider than 36"require setting blocks.Safety FL14095 R10 AE PER3 QO.l.pdf glazing required to the exterior at heights above 30 feet. Created by Independent Third Party:Yes 14095.5 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in SGP Lam-3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R10 CAC N1011567.01-R1.odf Approved for use outside HVHZ:Yes FL14095 RSO C CAC NIO11567-R1.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+65/-75 04/30/2025 14.O.C.MAX. 86. MIN.015TANCE MASONRY INSTALLATION THRU JAY. SROM FOR EDGE:21/2' CORNERS A.aQ' MASONRY --------- --'------ Z BLOCK d n • ,Q MSN. 16.5•O.C. V 3JE��.GEDMENT �JAMB� I 1 1/4°MIN. EMBEDMENT 1/.`MAX 1/4"MAX I SHIM SPACE MINi Q 3 SHIM SPACE FOR DIE:ANCE21/2 V 2mm I FOR EDGE:21/2° ]mm� m]mm i � � III II II II a. . 6LAS 13. ' MASONRY L_ BLOCK t i 1 JAMB SECTION(TYP) GLAZING DETAIL HORIZONTAL SECTION 1 i FRAME SECTION(TYP) VERTICAL SECTION ,ene...r+rN....xxyr.,.Axx".1w"ro 1/A'MAX SHIM SPACE .... _....................... .............. J A . 4.5•MAX. i 6FROM 11/4'MIN. �CORNERS ,a 'W •• EMBEDMENT PREMIUM ATLANTIC VINYL SH WINDOW a Max Frame DP RATING IMPACT Z MASONRY a4Q•' BLOCK ` 52 1/8 x 75 +50/-60 YES i WINDOW WIDTH(52 Ile MAX.) ! TYPICAL ELEVATION WITH FASTENER SPACING MIN.OISTANCE FO0.EDEE:21/T LARGE MISSILE IMPACT � � ' General Notes: Installation Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 1. Seal flange/frame to substrate. of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 2. . Use 3116"ITW Tapcon or equivalent fasteners through frame with sufficient length to penetrate a Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. minimum of 11/4"into concrete or masonry at each location with a 2112"min from edge distance.For 2 All glazing shall conform to ASTM E1300. concrete (min,fc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 3. At minimum,glazing is 3mm annealed-11mm airspace-3mm annealed-2mm PVB Interlayer by 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads DuPont-3mm annealed. to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. project of installation. This schedule addresses only the fasteners required to anchor thefill, window window to achieve the rated design pressure up to the size limitations %N n A /� noted. It is not intended as a guide to the installation process and does �VI� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd not address he sealing consideration that may arise in different wall ����nc`•�.•' ••�,A ,. -' 08/13/2014 JELD-WEN . \ -� DRAWN BY: SCALE: Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions © D.Vezo NTS Phone: (541)882-3451 packaged with the window or go to : 7 : = CHECKED BY: TITLE: www.jeld-wen.com/resourceslinstallation. = 7k * = 3. Kantola = APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window DISCLAIMER: •: w ' -- This drawing and its contents are confidential and are not to be '� '. 0 P '` P TPD ND• �� .� *NORMA p�� �� �6(� 2� reproduced or copied in whole or in part or used or disclosed to others �j P.E. No 'rfe♦� except as authorized by JELD-WEN Inc. See E n �te 338 IDENTIFIER NCTL210'3874- PFBCNAME AND LOCATION: CAD DWG.No.: REV:NT 00 SHEET �J 2OF3 I a O Bas Home Log In User Regitration i Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff f SOS Site Map Links Search Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail F P' FL# L4088-RS Application / Application Type tion Code Version 2017 Application Status Approved Comments Archived ; Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Fails,OR 97601 (800)535-3936 fbcl@jeid-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed 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 i 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. Documentation from approved Evaluation or Validation Entity 0 Yes "---'No (.-,'N/A Product Approval Method Method 1 Option A Date Submitted 08/15/2017 Date Validated 08/15/2017 Date Pending FBC Approval Date Approved 08/16/2017 Summary of Products I PL# Model,Number or Name Description 140$$.1 Premium Atlantic Vinyl Fixed(8300)52.125"x 75"Insulated Glass(3/16 in-3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Ft 14088 R8 C CAC N1�1678-Ri.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/30/2025 Design Pressure:+55/-55 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14088 R8 II DP- require setting blocks.Miami-Dade NOAs:Quanex Building 55 52.125x75 Installation Instructions,pdf Products,Inc PVC(12-1017.02 and 13-0425.15). Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14088 R8 AE PER3111 ndf Created by Independent Third Party:Yes 14088.2 Premium Atlantic Vinyl Fixed(8300)52.125"x 75"Insulated Glass(3/16 in-3/16 out Tempered) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14088 R8 C CAC NI011677-Rldadf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/30/2025 Design Pressure:+65/-65 Installation instructions Other:Windows with insulated glass units wider than 36" FL14088 R8 II DP- require setting blocks.Miami-Dade NOAs: Quanex Building 65 52.125x75 Installation Instructions odl' Products,Inc PVC(12-1017.02 and 13-0425.15). Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14088 R8 AE PER3110.odf Created by Independent Third Party:Yes 14088.3 Premium Atlantic Vinyl Fixed(8300)52.125"x 75"Insulated Glass(5/16 PVB Lam in-3/16 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14088 R8 C CAC N1011699-Ri.12df Approved for use de HZ:Yes Quality Assurance Contract Expiration Date Impact Resists :Yes 09/30/2025 Design Pres su :+55/-5 Installation Instructions Other:Windows nsulated glass units wider than 36" FL14088 R8 II DP- require setting blocks.These windows do not meet small 55 52.125x75 Impact LMI Installation Instructions.1)df missile impact wind-borne requirements as required by FBC, Verified By: Hermes Norero,PE 73778 section 2411.3.3.7 when the exterior lite is annealed.These Created by Independent Third Party:Yes windows meet small missile impact wind-borne protection Evaluation Reports requirements as required by FBC,section 2411.3.3.7 when FL14088 R8 AE PER3109pdf the exterior lite is tempered.Miami-Dade NOAs:Quanex Created by Independent Third Party:Yes Building Products,Inc PVC(12-1017.02 and 13-0425.15), Dupont PVB Interlayer(13-0129.27). 14088.4 Premium Atlantic Vinyl Fixed(8300)52.12S"x 75"Insulated Glass(5/.16 SGP Lam in-3/16 Tempered out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14088 R8 C CAC N1011747-Rl,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/30/2025 Design Pressure:+65/-65 Installation Instructions Other:Windows with insulated glass units wider than 36" FL140EQ R8 II DP65-65 52.125 x require setting blocks.These windows do not meet small 75 LMI Installation Instructions.odf missile Impact wind-borne requirements as required by FBC, Verified By:Hermes Norero,PE 73778 section 2411.3.3.7 when the exterior lite is annealed.These Created by Independent Third Party:Yes windows meet small missile impact wind-borne protection Evaluation Reports requirements as required by FBC,section 2411.3.3.7 when FL14088 R8 AE PER3112.pdf the exterior lite is tempered.Mia mi-Dade NOAs: Quanex Created by Independent Third Party:Yes Building Products,Inc PVC(12-1017.02 and 13-0425.15), Dupont SentryGlas Interlayer(11-0624.02). Sack Noxt --- IN.DISTANCE MASONRY INSTALLATION .,,. I 14.973' FROM O.C. MAX.THRU I FOR EDGE:2 1/2" FRAME 1 CORNERS d MASONRY '2 a4 BLOCK d 11/4"MIN. d 'd 3 EMBEDMENT , 15.5'O.C. i -WAX.THRU FRAME 11/4"MIN. i EMBEDMENT 1/4°MAX � ' SHIM SPACE 1 . 3 SHIM MAX PACE i I FRAME SECTION(TYP) ! I MIIREDGE;ISTANCE Q I VERTICAL SECTION a 22.0 z.o -rrtr '�" mm 9.0 ' d mm 3.0 mm I I •.p ll I I MASONRY BLOCK 1 1 GLASS BITE 13.0 mm JAMB SECTION(TYP) 1 DOW 995 I HORIZONTAL SECTION I i i GLAZING DETAA I II I i I I ' SHIM SPACE —_.—..._..._-_.._.__.__—_._._____.-_ �i Qv•, 2' 1I/4"MIN.EMBEDMENT I Max Frame I DP RATING IMPACT I a V, MASONRY WINDOW WIDTH(52.125"MAX.) I Q• BLOCK ; 521/8 x 75 +55/-55 YES I' MIN.DISTANCE TYPICAL ELEVATION WITH FASTENER SPACING 1 FOR EDGE:21/T Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida of 11/4"into concrete or masonry at each location with a 21/2"min from edge distance.For concrete Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. (min.f =3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2. All glazing shall conform to ASTM E1300. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be 5mm annealed-10mm airspace-3mm annealed-2mm PVB by to the structure. The host structure is the responsibility of the architect or engineer of record for the DuPont-3mm annealed. project of installation. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor thebuilding code. window to achieve the rated design pressure up to the size limitations Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does �� �� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd not address he sealing consideration that may arise in different wall `���14Q/.•''••• ,.F,A ���� -' 10/14/2013 JELI�N Klamath Falls,OR.97601 DRAWN BY:conditions. For the complete installation procedure,see the instructions O : D.Vezo scaLE. NTS Phone: (541)882-3451 packaged with the window or go to " 7 CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. J. Kantola APPROVED BY: Premium Atlantic Vinyl Impact Fixed Window DISCLAIMER: �� OP •: -" Masonry Installation(52.125"x 75") This drawing and its contents are confidential and are not to be ' P 1�RTL 644 fJDI reproduced or copied in whole or in part or used or disclosed to others ���/ a o. ' a `% UU `yJ (� 388E a 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET - 00 30F4 razed b JELD-WEN Inc. n - BC except as authorized �— pit�L NCTL210 3909- F P Y �� I Or * SCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Facts Publications FOC Staff BCIS Site Map i Links Search Product Approval USER:Public User Product Aceroval Menu>Product or Aoofcation Search>Aooticztian List>Application Detail FL# F1870-RS Application Type Affirm ion Code Version 017 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category (!Wi:ndowsSubcategory s Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .7 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.Amoruso,P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL11870 R5 COI C of 1 2263 RevO 413- 1003 JW StructuralMuIlion.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL31870 R5 Eauiv EER 2263 RevO 413- 1003 JW Structural Mullion 1003 JW Structural Mullion A.odf Sections from the Code iL�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. Documentation from approved Evaluation or Validation Entity C)Yes ()No C.)N/A Product Approval Method Method 1 Option D Date Submitted 07/10/2017 Date Validated 07/10/2017 Date Pending FBC Approval Date Approved 07/12/2017 SummarV of Products F Model,Number or Name Description 11870. Clipped Aluminum Tube Mullion 1x3 or 1x4 Tube Mullion Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11870 R5 II IELD0108 RevO.pdf Approved for use�q i e HZ:Yes Verified By: Roberti.Amoruso,P.E.49752 Impact Resistant. s Created by Independent Third Party:Yes Design Press e:+75/-75 Evaluation Reports Other: FL11870 R5 AE PER 2263 RevO 413- 1003 3W StructuralMullion A.Ddf Created by Independent Third Party:Yes Hack 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: la W RM Credit Card Safe arfAvULD-WEN CLIPPED ALUMINUM TUBE MULLION L A R GE A AD SMALL 1IIISSILE 11 UPA CT RESISTANT VT- H I WZ zo MULLION SPAN YS.LOAD WIDTH TABLES_jNSTALL4TjoNANCHoA4GEDETAILS GENERAL NOTES: INSTALLATION NOTES. UILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAB 20112021203.AND ALUMINUM T 1.THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA 8 1.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. DESIGN MANUAL. 2.ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-1/4'TO CONCRETE AND 2"TO HOLLOW BLOCK. 2,NO 33-113%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTOR 3.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2x(MIN)WOOD STUD(Le.3141 EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 3.POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 4.ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 1/2', JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE, kgs o 4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE.FOR SITE CONDITIONS 5.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)=0.56 OR GREATER. DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6.ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE, EXCLUDES STUCCO,FOM BRICK AND OTHER WALL FINISHES. S.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS �zo ILI O (BYOTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ,A ONE-TIME W M 0 ! SITr-SPECIFG NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI�DADE z o Cj.5 zz 6.ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. co(n UJ 7.ALLFENESTRATION PRODUCTSTO BE USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS.e.g.WIND 8.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE Or ACCEPTANCE BE OBTAINED,OR o 0 LOAD RESISTANCE,AIR&WATER INFILTRATION,FORCED ENTRY.SAFEGUARDS,ETC. (L THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR i w Eel i F TION. z z S.TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE.MULLIONS MAY BE MOUNTED VERTICALLY REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEViA 05 i I OR HORIZONTALLY AS APPLICABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT c') I NOT SHEATHING,9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS, < ciz 10. WOOD HOSTSTRUCTURE SHALL BE"SOUTHERN FINE'G=0.52 OR GREATER DENSITY. 10. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS III TO THE EXISTING STRUCTURE. 66 5 11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.MINIMUM EMBEDMENT AND EDGE DISTANCE EXOWDES STUCCO, Ow FOAM,BRICK,AND OTHER WALL FINISHES. II. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITHR2 a 12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS 'GOAL-Posr CLIP AND CUP PLATE. 0 TO BE USED WITH THESE MULLIONS. ANCHOR SCHEDULE: 13. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT,SMALL MISSILE IMPACT.AND NON-IMPACT APPLICATIONS. 1. TO CONCRETE BLOCK 1.1. 3/16"DIA.ITW ADVANCE THREADFORM TAPCONS WITH V MINIMUM EMBEDMENT AND 2"MINIMUM 14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,WOOD BUCKING SHALL EDGE DISTANCE. HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 1.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY. 2. T02500 PSI MINIMUM CONCRETE 15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,DISSIMILAR METALS INCLUDING 2.1. 3116"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1-1/2'MINIMUM EMBEDMENT AND 2-1/4' FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED. MINIMUM EDGE DISTANCE. 2.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE. 3. TO 2X WOOD SUCK OR 2X WOOD FRAME HOST SUBSTRATE 3.1. #10 WOOD SCREWS OF#10 TAPPING SCREWS(SMS OR SDS)WITH 1-1/2-MINIMUM EMBEDMENT AND 374"MINIMUM EDGE DISTANCE. Rob.d J.Amoroso,P.E. 4. TO 14"THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE(Ftu=Fty=22 KSI MINIMUM) Rodd.P.E.N.,49752 TABLE OF CONTENTS 4.1 #10 316 STAINLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRILLING SCREW(SDS)WITH SHEET FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 112"MINIMUM EDGE DISTANCE. SHEET DESCRIPTION 01"11111t1% ttr I1 1 GENERAL NOTES,INSTALLATION NOTES& ANCHOR SCHEDULE 2 ELEVATION . NR 49T82 "Ow 3 COMPONENTS :may 4 C-CLIP AND T-CLIP INSTALLATION DETAILS 'GOAL-POST'CLIP INSTALLATION DETAILS MULLION SPAN VS.LOAD WIDTH TABLES L1 --� NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION"C")PROVIDED GEOMETRIC IN DETAILS 111,211 AND 311 ARE PROVIDED ONLY TO ILLUSTRATE THE SHAPES /,.� `�, DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS INCLUDED FENESTRATION PRODUCTPER `�\ SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. 6 1SEPARATE APPROVAL \ W 1 V 445 MULLION \ YY 456 12 «A« NN Z 4 5 U MULLION OR Q g SUBSTRATE 0: 3 z a5 tz Q. 4 4 4 5 --' FENESTRATION >>,, FENESTRATION APPROVPRODUCT PER PRODUCTPER g SEPARATE APPROVAL 7 SEPARATE [NE APPROVAL MULLION--,,, MULLION 4 6 12 456 ,2 W1 MULLION «B, ,C. b 5 „A, MULLION ON FENESTRATION FENESTRATION FENESTRATION «A« PRODUCTPER O L2 PRODUCTPER PRODUCTPER PRODUCTPER W2 L1 SEPARATE SEPARATE SEPARATE NESTRATION PRODUCT PER APPROVAL APPROVAL APPROVAL SEPARATE APPROVAL 14a 4 6 12 456 2 W2 p 4 5 4 5 W Z p W xq0�zwr- ma z a1 vi�0 E I { f W4--- W5 L1 ( ----I --W 1--I--W2---I a�p a fl NOTES: NOTES: J z �$ � eel NOTES: W Yd- 1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY Y Q ` UNLIMITED PROVIDED THAT MULLION LMITATIONS NOTED HEREIN ARE NOT MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT M EXCEEDED. LMRATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LMITATIONS NOTED HEREIN ARE NOT A EXCEEDED. IL E� 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHAH BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL SEPARATE APPROVAL. BE PER SEPARATE APPROVAL. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO U MULLIONS SHALL BE PER SEPARATE APPROVAL, p e 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM 'Its SCHEDULES. DESIGN SCHEDULES. 3. ALLOWABLE DESIGN PRESSURES SHALL BE 6 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED DETERMINED FROM DESIGN SCHEDULES. - 6 4,1. MULLION'A' AS FOLLOWS: L MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE 4.tA. MULLION SPAN=L7 4.1. MULl10N'A' DETERMINED AS FOLLOWS: 4.1.2. TRIBUTARY WIDTH=(WI t W2)2 4.1,1, MULLION SPAN o L, 4.1. MUIIION'A' 4.2. MU 4.2. 4.1,2. TRIBUTARY WIDTH=(WI-W2)r4AA. MULLION SPAN=L1 4.2.1. MULLION SPAN=L2 4.1.2. TRIBUTARY WIDTH=(WI*W2)2 42.2. TRIBUTARY WIDTH=(IM3+W4)2 4.3. MULLION'C' 4.3.1. MULLION SPAN-L3 43.2. TRIBUTARY WIDTH=(W4 r W5W FENESTRATION PRODUCTS FENESTRATION PRODUCTS MULLED VERTICALLY 3 MULLED HORIZONTALLY Robert J.ATmso,P.E. MULLED FENESTRATION FWWa P.E.No.49752 PRODUCTS WITH TRANSOM EXTERIORELEVATION SHOWN EXTERIOR ELEVATION SHOWN F I �sAMES 14400, i EXTERIOR ELEVATION SHOWN I A • tea/y I I, i4 i r 4.388" I 0.125" o g If 1YP. 10 It ((( ~v 0.726" 0. 2 "J ,476" -0.476"E00.125"m .1 w 1.000" v� v! 1.000" I 2.Z110" 2.110" 0.125" - a} f" 2.311 .� � 1 } 1.375" $f 0.312" 5.500" 0.375" f 3.000" M p 3.000" 0.125" n 0 0 0 7s r" 0 - N�- 0.438" FOR USE 0.438" *U-) FOR USE g M i- TYPICAANCHOL 11 LOCATION,0 750" h WITH 1"X 4" a WITH 1"X 4" 5 a N MULLION n wi MULLION MULLION r,?�'GOAL-POST'CLIP 6063-T6 ALUM. J 6063-T6 ALUM. 0 Ckb y O ��LL zoo� a z t000ll 1.950" ANCHOR 9 LOCATION, ANCHOR LOCATION, Z 03-�.I�`W w W H In 0.975" TYPICALTTPICAL 3 0;a oT O o ANCHOR LOCATION, p a LL�F o TYPICAL 23„ } S.S00" id W mop 0.125" I -3.000" +�5§ . " 2 4.000" 0110 a o o n Y 9 E o FOR USE FOR USE v 4.340" n, _ 0.438" N 0,438" � WITH 1"X 3" a 0.970" ^ WITH 9'X 3" w 4 MULLION Ci MULLION � tit 0 U JIM 1"X4"MULLION '$� ANCHOR LOCATION, ANCHOR LOCATION. L 6063-TSALUM. TY'� TYPICAL - 6 .29" 1.685" �1'GOAL-POST'CLIP PLATECLIP _ C-CLIP `f 6063-76 ALUM. 63-T6 ALUM. 6063-76 ALUM. Robert J.Ama'uw,P.E. Fiodda P.E.No.49752 meq'%_°* NMESrDaJraas� Np 43?312 i T T£I�fit4: t%-..A' « rv�. I"x 3"or 1"x 4"MULLION 1"x 3"or 1"x 4"MULLION c, #10 SMS OR SDS o #10 SMSSDS / WITH FULL THREAD WITH FULLL THREAD PENETRATION INTO `6ATION INTO PENETRATION MULLION MULLION 18 13 w a 14' g a 1/2 1„ 1» O o 0 o #10 FLATHEAD I� 2" �I I� 2" -� C $ ° SDS,(4)PER CLIP #10 FLATHEAD #10 FLATHEAD ' SDS,(4)PER CLIP SDS,(4)PER CLIP ' O Z 1"x3"ori"x zoo�5 z 4"MULLION 1"x3" 1"x 4" Z0 �< W MULLION MULLION '6 m z ; TYPICAL ATTACHMENT AT 1"X 3"MULLION ATTACHMENT AT 1"X 4"MULLION ATTACHMENT AT d a= a !Q 1 MULLION INTERSECTION W/C-CLIP 2 MULLION INTERSECTION W/C C LIP 3 MULLION INTERSECTION W/C CLIP Y �J 6 4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION iZ g�'20 f2Y'1Z €tl QQ SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE) (L 1 3/// 4. P//,/, // G C EDGE 1 EDGE EDGE EDGE EDGE 3 EDGE 4 DIST. DIST. ANCHORS PER DIST. DIST. DIST. DIST. SCHEDULE,(4)PER CLIP EMBED. EMBED. EMBED. ANCHORS PER ANCHORS PER 1/2 SCHEDULE,(4) SCHEDULE,(4) 0 1" O IO PER CLIP PER CLIP I� 2" -►I 2" +I Robed J.Amauso,P.E. Rodda P.E.No.49752 #10 FLATHEAD #10 FLATHEAD #10 FLATHEAD SDS,(4)PER CLIP SDS,(4)PER CLIP -I SDS,(4)PER CLIP 6.. . No 40752 `.o 1"x3"or1"x Yr; 1„x3„ 1,.x4„ t 4”MULLION MULLION MULLION TYPICAL ATTACHMENT "X 3"MULLION 1"X 4"MULLION Via"`'••^� p ��ro` 4 WITH TL LIP 5 TTACHMENT WITH T-CLIP 6 ATTACHMENT WITH T-CLIP '°e�S' ......O ��''0���� 4 VERTICAL SECTION 4 IDE ELEVATION 4 SIDE ELEVATION efo SUPPORTING SUBSTRATE c $ (SEE ANCHOR SCHEDULE) I _r 1.95" ANCHORS PER v SCHEDULE EXCEPT EDGE FOR ANCHORS TO v e DIST. DIST. #10 FLATHEAD 1.375" CONCRETE BLOCK gg EMBED. ANCHORS PER SDS,(4)PER CLIP (CMU)OR CONCRETE n a SCHEDULE EXCEPT FOR ANCHORS TO O p CONCRETE BLOCK p M (CMU)OR CONCRETE 1�, IILo 3 8" MIN INTERIOR o u NOTE:'GOAL-POST'CLIP AND m CLIP PLATE SHALL NOT BE 1"x 3"or 1" 3/8" MIN. USED WITH 3/16"TAPCONS 1"x 4" FOR ANCHORAGE TO MULLION xo CONCRETE OR HOLLOW ¢§^z o w CONCRETE BLOCK.MAY BE /� E o I EXTERIOR I I / I 1 z p 5 z USED ONLY FOR 5 Z m vi #10 FLATHEAD ANCHORAGE TO WOOD, ELI w Mmmo SDS,(4)PER CLIP ALUMINUM OR STEEL. c p wagF 3 ww2L PEI �-a 1"x 3"ort"x 4"MULLION ' 'g:5 r L l sd as TYPICAL ATTACHMENT WITH TYPICAL ATTACHMENT WITH c) 1 /-11'G0AL-P0ST'CLIP2 'GOAL-POST'CLIP rJ SIDE ELEVATION 5 SECTION L) ol�D Q Roban J.Toruso•P.E. Florida P.E.No.49752 4a�>`'16JAMESe���ie�J I Y�AQ� %G Fly�q " Na 48752 `p aeJSSdOM�i N�Q,��� DESIGN SCHEDULE: Vx3" MULLION WITH 'GOAL-POST' CLIP o MULLION TRIBUTARY WIDTH c; SPAN 16" 21" 24" 27" 30" 1 33' 36" 39" 42" 46" 40" 63" 106" 27.6 23.8' 20.0 18.3 1616 __ 16.0 13.8 12.7 11.8 11.0 10,3 V 100'! $2:0 28.1 24.6 21.8 19,7 17,9 16.416.1 14.0 13.1 12.3 11.1 96" 31,0 31.7 27.8 24,7 22,2 20.2 18.6 17,1 16.914.9 13.9 12.8 DESIGN SCHEDULE NOTES: d _. ...___.............._........ 90" 44.8 38,6 33.7 30.0 27.0 24.6 22.6 20.7 19.3 10.0 18.9 18.3 _......__....._._.._..................._ -1111.__. 08" 6116 44.1 38.0 34.3 30.9 28.1 25.8 23.8 22.1 20.6 19.317.8 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE POSITIVE(+)AND NEGATIVE(-)DESIGN PRESSURES FOR 84" 66.3 47.4 41:6 36.8 33.2 30.1 27.8 26.6 23.7 22.1 20,7 18.8 USE WITH MULLION SYSTEM IN POUNDS PER SQUARE so, 64.0 ba.s 48.0 42.7_ .„ 30.4._ 34.9 32.0 z9.6 27.4 26.8 24,0___21.7 FOOT(PSF). 78" 88.0 66.8 49.6 44.0 39.6 36.0 33.0 30.5 28.3 28.4 24 8 22,4 "" 2. FOR DETERMINATION OF MULLION SPANS AND I 78" 87.8 68.1 60.8 46.2 40.7 37.0 33,9 31.3 29.0 27.1 26.4 23.0 TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. " �_.....__._...-_.__._111_1._, ___1111 _____1111._ a s LL 72" 71.6 61.3 63.7 47_7 42.0 39.0 36,8 $3.0 _ 30.7 26.6 28.8 24.3 q 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE C i O 88" 76.0 66.9 68.6 62.0 4&8 42.8 39.0 38.0 33.4 31.2 29,3 28.6 OF CLIPPER MULLION,USE THE LESSER ALLOWABLE _._..,....._..._......-..._ -to 00" 76.0 73.6 84.4 67.2 51.5 46.8 42.9 39.0 38.8 34.3 32.2 29.2 DESIGN PRESSURE. 2� g _ ...........� __ ...... 64" 76.0 76,0 71.5 63.6 67.2 62.0 47.7 44.0 40.9 38.2 35.8 32.4 �m o . 60.8" 76,0 76.0 76.0 1 67.9 61.1 55.6 60.9 47.9 1 43.6 40.7 30.2 34.6 4. 'GOAL-POST'CLIP MAY NOT BE USED FOR 4 m INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK 48" 76.0 76.0 76.0 71.5 64.4 68.5 63.7 49.5 48.0 42,9 40,2 38.4 (CMU). rn o v w 42" 76,0 76.0 76.0 76.0 73.8 06.9 61.3 66.6 62.6 49.1 46.0 41.6 z o 3 z 1 _-- -_..._.__.. .._...........__...._. _..M._____1111._.__ 38,4" 76.0 76.8 76,6 76.0 75.0 73.2 67.1 61,9 67.6 63.7 50.3 46.6 S. ®DENOTES CONDITIONS NOT ACCEPTABLE -O - D m ._......_.._._-�._ ._...................'-"--.....__._,_.,_ Z m to Q 30" 75.0 76.0 76,0 78.0 76.0 75.0 71.6 66.0 61.3 67.2 63.7 48.6 FOR USE. LtI Q m-1 o ____.._�.---__ _ _1111.._. 3 30" 76.0 76.0 76.0 76.0 76.0 76.0 76.0 76.0 73.8 68.7 64A 68.3 d a a ui !9 ...................._ 24" 76. RI 0 76.0 76.0 76.0 76,0 76.0 76.0 76.0 78.0 76.0 7610 72.9 'Y<z gg2cn Z rY QO DESIGN SCHEDULE: Vx3" MULLION WITH 'T-CLIP' OR 'C-CLIP' a J U MULLION TRIBUTARY WIDTH � a SPAN 18" 21" 24" 27" 30" 33" 36" 39" 42" 45" 46" 83' " 106" 27.6 23.6 20.618.3 16.6 16.0 12.7 11.8_ _ 11.0 10.3 - 100" 32.8 28.1 24.6 M-21.0 19.7 17.9 10,4 16.1 14.0 _ 13.1 -12.3 11.1 .._ _.._._ _.. _.�._ 98" 37.0 31.7 27.8 24.7 _ _.22.2 20.2 18.617.1 16.9 14.8 13,9 12.8 .._..._......._... 1_111.. 90" 44.9 38.6 33.7 __ .90,0 _ 27,0 24.6 22.6 20.7 19,3 18.0 16.9 16.3 88" 51,6 44.1 38.6 34.3 30.9 28.1 26.6 23.6 22.1 20.6 19.3 17.5 84" 6fi.3 47,4 41,6 38.8 33.2 30.1 27.6 26,6 23.7 22.1 20.7 .18.8 _..__._...__._._. _ _._ _1111__ 80" 64,0 64.8 48.0. 42.7_ __.._38d_ 34.8 32.0 29.5 27,4 _._.._26.6 _ 24.0 _ 21.7 ..........___....... 78" 69,0 69.2 61.8 46.0 41.4 37.7 34.5 31.9 29.0 27.8 26.9 23.4 ._�..-•- -- -_..._ 7$" 74.6 64.0 68.0 48.7 44.8 _40.7 37.3 34.4 32.0 29.8 28.0 26.3 Ronan J.Ammo.P.E. 72" 76.0 76,0 66.8 $8.5 62.7 47.9 43.8 40.5 37.6 35.1 32.11 29.6 Fbdda P.E.No.49752 76.0 _76:0 76.0 08.4 02.1 62.8 b8.8 46.8 42.7 38.7 -1111. _.-....,._. _...._...............-_�..._._.-11__11 1__1_11 8 ' 76.0 76.0 76,0 76.0 76.0 76,0 76,0 70.0 86.0 84.7 68.9 61.6 �4ve"SkMES P11p. _ _. ..-..._....._..._ 78.0 76.0 76.0 76.0 76.0 76.0 76,0 75.0 76.0 72.8 88.1 01.7 F}';........... 49Q, .._ �.-- .8" 76.0 76.0 75.0 76.0 76.0 76.0 .0 76.0 75.0 75.0 72.7 86.8 „n�L)�: �- sF':;p�,•„M ; .__._ .._.- - _._._.�..__- .-_ y�,� No 49752 '%0 d 48' _ 76.0_.._.,,..._, 76.0 ' 76.0 75.0 75,0 76,0 ?6.0 76,0 76,0 78.0 7fi.0 88.4 __.._.,..._.._...._... Yrs 42" 76.0 76.0 75.0 76.0 76.0 76.0 76.0 75.0 76.0 76.0 76.0 76.0 ' 38.4" 76.0 76.0 76.0 76.0 76.0 76.0 76.0 76.0 76,0 76.0 76.0 76.0 01 �� o - - 1' TE F' W 38" 76.0 16.0 75.0 T6.0 76.0 76.0 76.0 76.0 76.0 75.0 76.0 76.0 ;.�� � _...__.._.__._•...._ _..___.._- 30" 16.0 76.0 76,0 76.0 76.0 78.0 76.0 76.0 76.0 76.0 76.0 0,�� p R k%6'*���•, _._...._.__........__. _ _111.1 24" 76.0 76.0 78.0 76,0 75.0 76.0 76.0 76,0 1 76.0 76.0 76.0 76.0 y�i:�SapNA'Q`EN�O�� DESIGN SCHEDULE: I"x4" MULLION WITH 'GOAL-POST' CLIP o MULLION TRIBUTARY WIDTH SPAN 1g" 21" 24" 27" 30" 33" 3II" 39' 42" 48" 46" ff' v 108" 48.8 41.6 36.4 32A 29.2 28.6 24.3 22.4 20.8 19A 18.2 16.6 100" 61.5 44.1 38.6 34.3 3049 28,1 26.8 23.8 22,1-- 20.6 19.3 17,6 w 98" 63.7 _464 40.2 35.8 _-_32.2 29,3 _ 28.8 24,8 23.0 21.6 20.1 18.2 49.1 42.9 38.2 $4.3 31.2 26,6 20A 24,6 22.9 21.6 19.4 DESIGN SCHEDULE NOTES: a .. ..._ ..._..._.._. 88" 69.9 51.3 44.9 39.9 96.9 32.7 29,9 27.6 26.7 24.0 22,6 20,3 ••� -••••• _ 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE 84" 61.3 62.8 48.0 40,9 30.8 33.4 30.7 28.3 28.3 ?A.8 23,0 20.8 :. -......�•"•-- -'- '----•-•--••---• POSITIVE(+)AND NEGATIVE(-)DESIGN PRESSURES FOR 80 84.4 88.2 1 4II,342_9 36,8 36.1 32,2 29,7 21,6 28.8 24.1 21,9 USE WITH MULLION SYSTEM IN POUNDS PER SQUARE 78"_ 68.0 66.8 1 48,5 44.0 39.6 36.0 33,0 30,6 28.3 26A ____ 24.8 22,4 FOOT(PSF). 76° 87.8 68.1 50.8 46.2 _ 40.7 37,0 33.9 31,3 29.0 27.1 - 26A 23,0 '-""-'---""--'- _ -'-"^"-"-'-' 2. FOR DETERMINATION OF MULLION SPANS AND o 72" 71.8 _ 81.3 63.7 41,7 42,8 39.0 35.8 33.0 30.7 26.6 28,6 24.3 __ TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. 66" 76.0 86.9 58.6 62.0 46.8 42,6 39.0 36,0 33A 3112 29.3 28.6 o 0 ....-__..._....__...._.. 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE id r 60" 78,0 73,6 64.4 67.2 51.6 46.6 42.9 39.6 38.8 34,3 32,2 29.2 OF CLIP PER MULLION,USE THE LESSER ALLOWABLE m 64" 76.0 76.0 71.6 0316 67,2 62.0 47.7 44,0 40.8 38,2 36.8 32A DESIGN PRESSURE. 60.8" 76.0 76.0 76.0_ _ 67.9 61,1_ 55.5 60.9 47.0 43.6_ _ 40.7 38,2 34,6 ¢5 _-' -�0.._..• 4. 'GOAL-POST'CLIP MAY NOT BE USED FOR -'~ 48" 76.0 76.0 76.0 71,6 84.4 68.6 63.7 49.6 46.0 42,8 40,2 38.4 _ _. __.__.........._......_.- _.__.__.._.............._..__.....__ INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK 'S Z Lu i 42" 76.0 76,0 76.0 76.0 73.6 68,9 81.3 66.6 62.6 49.1 48.0 4116 (CMU). 6;O o z 38.4"_...........,•_T6.0_ -._76,0 76.0 76.0 75.0 73.2 07.1 81.9 67.6 63.7 60,3 46,6 z p�3 i ____.- - --......� _ 3B"_ 76,0 76,0 75.0 75.0 76.0 76.0 71.6 88.0 61.3 67.2 63.7 48.6 5. ®DENOTES CONDITIONS NOT ACCEPTABLE Z m OQ W FOR USE. I- w O 30" 75.0 _ 75,0 76.0 75.0 76.0 I 76.0 76,0 76,0 73.6 88.7- 84A 68,3 ���m. o p 24" 76.0 76.0 76.0 76.0 76,0 76.0 J 76.0-• 75.0 76.0 76,0 76.0 4 72.9 o CL" 266 Y;pz DESIGN SCHEDULE: 1ttx4fl t MULLION WITH T-CLIP1 ORt C-CLIP1 a MULLION TRIBUTARYWIDTH SPAN , 18" 21" 24" 2T' 30" 33" 30" 39" 42" 46" 48" 63" sb 106" 69.0 60.6 _44.239.3 36.4 32.2 29.6 27.2 25.3 23.6 221 20.0 10D" 70.2 60.2 62.7 - 46.8 42.1 36.3 $6.1 32.4 30.1 28.1- 26.3 23.9 __.._......._..._ Y._ __...__._ -_ 98" 75.0 _68.0 59.6 62,9 47.6 43.3 $9.7 30.6 34.0 31.8 29.8 27.0 90" 76.0 - 76.0 72.3_ 8412 57.8 62.8 48.2 M 44,5 41.3 38.6 36.1 32.7 86" 76.0 76.0 75.0 73.6 66.3 60,2 66.2 61.0 47.3 44,2 ' 41.4 37.5 84" 76.0 76.0 76.0 76.0 71.1 64,6 59,3 54.7 60.8 47A 44.4 40.2 80" 76.0 76.0 _76:0 76.0 76,0 74.8 6616 03.3 68,8 64.9 61A 46,8 78" 76.0 76.076.0 76.0 76.0 76.0 73.7 68.0 63.2 59.0 56.3 60,1 ........_..----........_ - _.__.. -.,. 78" 76.0 76.0 76,0 76,0 15.0 _76.0 76.0 71.9 60.7 82.3 66.4 62.0 72" 76.0 76.0 75.0 76.0 76.0 76.0 76.0 78.074.6 69.8 65.2 69.1 Robert l Amoroso,P.E. 88" 16.0 75.0 76.0- 76.0 76.0 78.0 76.0 76.0 _ 76,0- 76.0 71.2 84.4 Florid"P.E.No.49752 80" 76.0 75.0 7610 75.0 76.0 76.0 76.0 75.0 7610 75.0 75.0 70.9 °oonnututUrrroe 64" 76.0 76.0 75.0 76.0 76.0 76.0 75.0 76.0 76.0 76.0 76.0 76.,0 ,�q1 SpMEs QQjAie --'---......._.. _. ...._........._._._........ `+ �V ......... E!." p Bio 60.6" 75.0 76.0 76.0 75,0 76.0 75,0 76.0 76.0 760 76.0 76.0 76.0 3F•,pG 48" 76.0 T6.0 75.0 76.0 76.0. .._75 .0 76.0 76.0 76.0 76.0 76.0 76.0 ��r;' No 49752 -.0 42" 76.0 76.0 75.0 76.0 76.0 75.0 _ 75.0 75:0 76.0 76.0 75.0 38.4" 76.0 76.0 76.0 76.0 76.0 76.0 76.0 76.0 76.0 75.0 76.0 76.0 36" 76.0 76.0 76.0 76.0 75,0 76.0 75,0 76.0 76.0 76.0 76.0 76,0 T TE F :4u� _.._._._.__....__. . .. 3VI 76.0 76.0 75.0 76.0 76.0 76.0 76.0 1 76.0 24" 750 76.0 760--760 M 76.0 -- 76.0 •75.0 76.0 75.0 760 76.0 76.0 •✓^✓d��s`S1QNAl ��,� rrrrnannop'o