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HomeMy WebLinkAboutProduct Approval r fz aa�, BCIS He Log t omIn User Registration Hot Topics 1 Submit Surcharge Stats&Facts Publications I FBC Staff ; BCIS Site Map 1 Links Search dI jProductAPProval USER.Public User Product Aporoval Menu>Product or Apphcation Search>Aopliration List>Application Detail 'LYB FL# ''~FL14095-R1 "'' "` Application Type ""'teVl its i Code Version 2017 Application Status .s(roved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 9..... 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 Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year 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 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,ncif 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 R10 II FL14095 R5 II 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 II NI011567.04-R3 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.Safety glazing Evaluation Reports required to the exterior at heights above 30 feet. FL14095 R10 AE PER3094..p.cf 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 N1011567.08-R1.pdf Approved for use outside HVHZ:Yes FL14095 R10 C CAC NI011567.09-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 R10 II NI011567.09-R2 Dwos 07252017.pdf Quanex.IG back bedded with Dow 995.Safety glazing FL14095_R10 II PAV TSH FBC 36x72 SS„2017-06-26.4�cif 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.pdf 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 R10 C CAC NI011567.06-R1.pdf Approved for use outside HVHZ:Yes FL14095 R10 C CAC N).011567`07-R2_icj( 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 R10 II NI011567.07-R2 Dwos 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 R10 AE PER4870 SS 2017-06-26.odf Created by Independent Third Party:Yes 4095. 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 FL14O9S R10 C CAC NI011567.02-R2.pdf Approved for use o HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resista . es 04/30/2025 Design Pressu :+50/-6 Installation Instructions Other:Laminated glazing interlayer material requirements FL14095 R10 II 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 R10 II N1011567.02-R2 Dwos 0725201.7.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 PER3091.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 C CAC NI011567.01-R1.pdf Approved for use outside HVHZ:Yes FL14095 R10 C CAC NI011567-R1.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +65/-75 04/30/2025 14'O.C.MAX. MIN.DISTANCE MASONRY INSTALLATION THRU JAYS I I 5.51 W.X.FROFOR EDGE.2 1/2' CORNERS • . t • 1 t • °'Qd'. MASONRY ii i © BLOCK Q • Oo/0 a • .d X11/7"MIN. 18.3'O.C.RU it e © EMBEDMENT -MAX.THi b JAMB1 • i�;_7 1 1/4'MIN. • EMBEDMENT 6---- i �.r171t • • 11-111111/4"MAX .a •© 1/4'MAX r'I zHIM SPACE SHIM SPACE 11 (-1.0 MIN.DISTANCE .D a 2mm , FOR EDGE:21/2" V (� ••���I min^ -, - . rr1r 3mm 172 2mm 3mm I✓I��`4 C ill !- r ..,.•.-: 'p d1I, rs 1' 'j(I��Ir,I 1�.. � 1' I *: ri. G BITE I f i. Ili---r- g 13.Smm LJ "- 1 MASONRY 0 z I BLOCK JAMB SECTION(TYP) GLAZING DETAIL I' /III Lf(� HORIZONTAL SECTION .- 1 ;�; ( FRAME SECTION(TYP) 1 y ■ �; ..VERTICAL SECTION 1 lilt 1 11 1/4`MAX — 7'l: SHIM SPACE w .. — FROM • Iii ' . p —11/4`MIN. a .. , 1, CORNERSEMBE°HENT PREMIUM ATLANTIC VINYL SH WINDOW ©e MASONRY Max Frame DP RATING IMPACT • . N. Q• BLOCK I WINDOW MOTH(52 1/e YAx.) • • 52 1/8 x 75 +50/-60 YES TYPICAL ELEVATION WITH FASTENER SPACING MIN.DISTANCE LARGE MISSILE IMPACT • ---_- FOR EDGE:2 I/2" 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 3/16"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 1 1/4"into concrete or masonry at each location with a 2 1/2"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-11 mm 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 the +�1`�t t t 1 i fir window to achieve the rated design pressure up to the size limitations �� i� noted. It is not intended as aguide to the installationprocess and does .,,N,* F s F. 1 O " PROJECT ENGINEER: DATE: ��� .. ., � �� 3737 Blvd not address he sealingconsideration that mayarise in different wall �� �` F r - 08/13/2014 JET �T a •. 'A jr �\ Klamath Falls,Lakeport 97601Blvd conditions. For the complete installation procedure,see the instructions ` .„, t O DRAWN BY: SCALE: / t D.Vezo NTS Phone: (541)882-3451 packaged with the window or go to 0.. I 7 " CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. _ * ? * _ J. Kantola -v TAT Z APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window DISCLAIMER: 12, t,. /1 X11 : -- This drawing and its contents are confidential and are not to be % �.{� \ C.DR1O1-..•���4. PART PROJECT No.: + - 1 '1rox�to, D008729 reproduced or copied in whole or in part or used or disclosed to others r� .,3,.r..1 P.E. No �� 388 _2'. l�,ti•; te 988 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET except as authorized by JELD-WEN Inc. :eYr a NCTL210-3874-1-FBC 00 2 OF 3 r....2:::::', ; .:'''A'.-1'i'; ',11'7,:',2'1,', :' 'i ' r ;? '+d�d' I '',,)I ,-,,,i;:'-„,i 1'7 BCIS Home I Log In € User Registration Hot Topics 1 Submit Surcharge Stats&Facts I Publications FBC Staff BCIS Site Map ! Links S Search Floridad 0„, Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail € 2-,,1::',..,:..J ' ;,€ FL# FL14090-R8 Application Type Affirmation Code Version 01 Application Status Approved Comments Archived i....] 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 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 ]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 0No 0N/A Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/30/2025 Design Pressure:+60/-65 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14090 R8 II DP60- require setting blocks.These windows do not meet small 65 LMI 74x54 Installation Instructions.odf missile impact wind-borne requirements as required by Verified By: Hermes Norero,PE 73778 FBC,section 2411.3.3.7 when the exterior lite is annealed. Created by Independent Third Party:Yes These windows meet small missile impact wind-borne Evaluation Reports protection requirements as required by FBC,section FL14090 R8 AE PER31.04.ndf 2411.3.3.7 when the exterior lite is tempered.Miami-Dade Created by Independent Third Party:Yes NOAs: Quanex Building Products,Inc PVC(12-1017.02 and 13-0425.15),Dupont SentryGlas Interlayer(11- 0624.4 n 14090.6 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 62"Insulated Glass(5/16 PVB Lam in-3/16 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14090 R8 C CAC NI011745.01-R1.odf Approved for - sri•e - HZ:Yes Quality Assurance Contract Expiration Date Impact Resi- ant:Yes 11/30/2025 Design Pre--ure:+50/-50 Installation Instructions Other:Windo' - • . - ed glass wider than 36" FL14090 R8 II DP50 74x62 LMI Installation Instructions.odf require setting blocks.These windows do not meet small Verified By: Hermes Norero 73778 missile impact wind-borne requirements as required by Created by Independent Third Party:Yes FBC,section 2411.3.3.7 when the exterior lite is annealed. Evaluation Reports These windows meet small missile impact wind-borne FL14090 R8 AE PER2692.odf protection requirements as required by FBC,section Created by Independent Third Party:Yes 2411.3.3.7 when the exterior lite is tempered.Miami-Dade NOAs: Quanex Building Products,Inc PVC(12-1017.02 and 13-0425.15),Dupont PVB Interlayer(13-0129.27). IBackl 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: 13 Credit Card Safe SecurltymE'1 mes* MIN.DISTANCE MASONRY INSTALLATION FOR EDGE:21/2° • MASONRY • d v4• - BLOCK __ 15.75"O.C. 5.5• © • MAX.FRAME I I FROM CORNERS �A _ •d 1 1/4"MIN. , .a C! EMBEDMENT 1� 1 1 1 l,•• _�—� 1 1/4"MIN. �— EMBEDMENT • -MAX,MU AIME 1/4'MAX 1/4"MAX FRAME 0LIMA SHIM SPACEMIN. SHIM SPACE FOR EDGE:2 DISTANCE 1r •141 .• V 22.0 mm - till[DL _ MIN F• r... 2.0 mm ,115.0., ' •3.0 mm hI> 1 -GLASS BITE Al z '�/I l 13.0 mm MASONRY BLOCK 0 DOW 995 ( ���'' GLAZINGDETAIL• IAMB SECTION(TMP) ,�' HORIZONTAL SECTION 10 FRAME SECTION(TYP) 111 ���I VERTICAL SECTION 0 �. 1. 1/4"MAX -4 1•-I '-Mr: SHIM SPACE T T t, T T \ F ••. _f —• I WINDOW WIDTH(74"MAX.) I • —1 I/4"MIN. ® • EMBEDMENT Max Frame DP RATING IMPACT TYPICAL ELEVATION WITH FASTENER SPACING - 4' — 74 x 62 +50/-50 • YES • V• MASONRY BLOCK -- -- - - - - - MIN.DISTANCE FOR EDGE:2 1/2' 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 3/16"Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1 1/4"into concrete or masonry at each location with a 2 1/2"min from edge distance.For concrete Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. (min.Pc=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 5 mm annealed/9 mm airspace/3 mm annealed/2 mm PVB by to the structure. The host structure is the responsibility of the architect or engineer of record for the Dupont/3 mm annealed. 4. Use structural or composite shims where required. project of installation. 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 the building code. window to achieve the rated design pressure up to the size limitations `������t t ��ifi, 7. 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 ' �� �`GS F. 'O• yip PROJECT'ENGINEER: DATE: ` ••••iv- ,• . ' jELDr'fi1TEN 3737 Lakeport Blvd not address the sealing consideration that may arise in different wall �� Q`47 • , �� -- _ 01/30/2014conditions. For the complete installation procedure,see the instructions z ..Z—•\-� ..O DRAWN BY: SCALE: Klamath Falls,OR.97601 packaged with the window or go to • � _:: DVezoNTS Phone: (541)882 3451 ' -• �. CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. = * ,.--' . = * = J. Kantola -d 4.-----..TAT • • Cr = APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider DISCLAIMER: ?3 ; : LU -- „ This drawing and its contents are confidential and are not to be : t DP.•• 4�: Masonry Installation (74”x 62") PART PRO]E No.• reproduced or copied in whole or in part or used or disclosed to others �, a No.• s Z� D60934tJ except as authorized byJELD-WEN Inc. 398 � `. ,• !e 998 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET P a NCTL210-3894-1-F 30F4 r g +ik {' i •z fYfi Ili— ...� r : ..b t ,.. �... _.,.... g BCIS Home I Log In # User Registration Hot Topics I Submit Surcharge Stats&Facts i Publications E FBC Staff BCIS Site Map I Links i Search no,..,daor f—ti' Product Approval USER:Public User Product Approval Menu>Product-or Application Search>Application List>Application Detail 77c.:77.17177:71 _ +' }'C' FL# L11871-'5 Application Type Code Version Application Status Approved Comments Archived 1 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 Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a �.3 Licensed Florida Professional Engineer ;. .t 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 s:::.1 Validation Checklist-Hardcopy Received Certificate of Independence FL11870 R5 COI C of 1 22.63 RevO 413- 1003 3W StructuralMullion.odf 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 FL11870 R5 Equiv EER 2263 RevO 413- 1003 JW StructuralMullion A.pdf Sections from the Code ,:<dI 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 Yes .%No =.)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 Summary of Products FL# Model,Number or Name Description 11870.1 Clipped Aluminum Tube Mullion 1x3 or 1x4 Tube Mullion Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11870 R5 II JELD0108 RevO.pdf Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso,P.E.49752 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+75/-75 Evaluation Reports Other: FL11870 RE AE PER 2263 RevO 413- 1003 JW StructuralMullion A.odf Created by Independent Third Party:Yes l8acki lNexel Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EE0 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: Credit Card Safe recurityMErJ cs- JELD-WEN m CLIPPED ALUMINUM TUBE MULLION M LARGE AND SMALL MISSILE IMPACT RESISTANT- HVHZ WP. MULLION SPAN VS.LOAD WIDTH TABLES-INSTALLATIONANCHORAGE DETAILS & n. GENERAL NOTES: INSTALLATION NOTES: 1.THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA I.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 201/202/203.AND ALUMINUM DESIGN MANUAL. 2.ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-1/4"TO CONCRETE AND 2"TO HOLLOW BLOCK. 2.NO 33-1/3% LE STRESS HAS EEN USED IN THE DESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTOR 3. NOMINAL 2x(MIN)WOOD STUD(i.e.3/4"EDGE DISTANCE IS ACCEPTABLEFRAMING).W FACE OF STUD FRAMING,ANCHOR FOR ANCHORS TO WOOD RNTER F Cd1 6HAS BEEN USED FOR WOODANCHOR DESIGN. =.- ,- F. ' S -• Q.OJ O 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". W W .- JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. I 5.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)=0.55 OR GREATER. y w4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS ct B 5 DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE 6.ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE, K E ._ SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. <co Z U Lem OZ W 5.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS 7.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DO-AILED HEREIN WITHIN THE HVHZ,A ONE-TIME U 0_7,< ...4 p I (BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE = ?O 0 j '°5 r Z BUILDING CODE COMPUANCE OFFICE PRODUCT CONTROL DIVISION. 2 m m WW 6.ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. 3I-<m B 0 B R.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE C 0 LL Z g 7.ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS,e.g.WIND BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR a 0 k JWI- MH 9 8.TOP&BOLOAD SISTANCE,AIR&WATER TTOM DETAILS SHOWN MAY BE INFILTRATION, AS FIELD CONDITIONS DICTATE.MULLIONS MAY BE MOUNTED VERTICALLY REGISTITE SPECIFIC ERED ARCHITECT,WHICH DETAIL AND JBE UUSTIFY THE DEVIATION.D,DATED AND SEALED BY A LICENSED ENGINEER OR 5 5 j N 4 g,4 OR HORIZONTALLY AS APPLICABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT -^ FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS,NOT SHEATHING. �Y 4 8 III n 9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. O Z . W a 10. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS a-IQ ' v d 10. WOOD HOST STRUCTURE SHALL BE°SOUTHERN PINE"G=0.52 OR GREATER DENSITY. TO THE EXISTING STRUCTURE. 0 K 30 v9! u, li 11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, I I. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH W wg d a FOAM,BRICK,AND OTHER WALL FINISHES. 'GOAL-POST CLIP AND CUP PLATE. (3 i p a IS 12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS ANCHOR SCHEDULE: _ TO BE USED WITH THESE MULLIONS. '- 1. TO CONCRETE BLOCK 13. MULLIONS SHOWN HEREIN MAY BE USED IN LARGE MISSILE IMPACT,SMALL MISSILE IMPACT,AND NON-IMPACT APPLICATIONS. 1.1. 3/16"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1"MINIMUM EMBEDMENT AND 2"MINIMUM 14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,WOOD BUCKING SHALL ATTACHMENT MAYBE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY. HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 2. TO 2500 PSI MINIMUM CONCRETE 15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,DISSIMILAR METALS INCLUDING 2.1. M3/INIMUM DIA.MITW ADVANCEDISTANCE.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. AINIMUM EDGENA 2.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE. 3. TO 2X WOOD BUCK 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 3/4°MINIMUM EDGE DISTANCE. Robert J.Amoroso.P.E. - -_ _ .. 4. TO 1/8'"THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE(Ftu=Fry=22 KSI MINIMUM) Florida P.E.No.49752 TABLE OF CONTENTS 4.1. #10 316 STAINLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRILLING SCREW(SDS)WITH FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 1/2"MINIMUM EDGE DISTANCE. b391999!!pa ) SHEET SHEET DESCRIPTION qac. DAMES A�0aso 1 GENERAL NOTES,INSTALLATION NOTES&ANCHOR SCHEDULE `!','q, •°�........�y�" ?Q 11, 2 ELEVATION . ; h!6 4 , ,C°""•Ga) ' • 8 52 •:o% 3 COMPONENTS q "• A.. 4 C-CLIP AND T-CLIP INSTALLATION DETAILS , I TE F ,:so::: ddd'7S idiiKi i:tt N 5 'GOAL-POST CLIP INSTALLATION DETAILS .t.1.,,,,,,:.....;•,,O R t O P' -;::' 6&7 MULLION SPAN VS.LOAD WIDTH TABLES dtfil999991V4 L1 1 NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION"C")PROVIDED GEOMETRIC _ IN DETAILS 1/1,2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE o SHAPES // �\ 1 DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS INCLUDED FENESTRATION I CS ‘—c. PER '2N SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. // SEPARATE APPROVAL \\ W 1 &kin at 4.x,6® MULLION _ \ Q© U / °A. w �� \ - MULLION \ _ _ r, — ST O L 1 to suesTRATE \ ' 1. L U- Q Q Q© FENESTRATION FENESTRATION PRODUCT PER IPRODUCT PER MULLION SEPARATE APPROVAL SEPARATE APPROVAL OR W 1 SUBSTRAT� MULLION MULLION �� MULLION �� mo r .B. .C. Q© V© °A' — MULLION FENESTRATION => N o LL FENESTRATION FENESTRATION FENESTRATION r .A. PRODUCT PER l� 2 :s of O L2 PRODUCT PER PRODUCT PER PRODUCT PER W2 I �, L1 SEPARATE :,,1 N SEPARATE SEPARATE SEPARATE F=NESTRATION PRODUCT PER — — APPROVAL 5 3 APPROVAL APPROVAL APPROVAL SEPARATE APPROVAL W2 0 5 o 0© AN Ij 4.4.8® ¢co z tv=0-0) ,Wm0 W 0 < O I Oo: z r _ I I I I I L i I W mu W 0 I�W3---f—W4 + W5—�I I L1 I I--W1 I J W2�1 o R.u-P J W2 m_ F. 'YQ OLLI ��1 NOTES: NOTES: NOTES: .' 11 F�{ Ili I. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAYBE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY co 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 r1 EXCEEDED, LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LMITATIONS NOTED HEREIN ARE NOT O W EXCEEDED. a 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL ' g^ 9 SEPARATE APPROVAL. BE PER SEPARATE APPROVAL. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO 0 K q 3 MULLIONS SHALL BE PER SEPARATE APPROVAL. S C$a 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM S Pig SCHEDULES. DESIGN SCHEDULES. 3. ALLOWABLE DESIGN PRESSURES SHALL BE 4. DETERMINED FROM DESIGN SCHEDULES. 6 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED c AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE 4.1. MULLION'A" DETERMINED AS FOLLOWS: 4.1.1. MULLION SPAN=L1 4.1. MULLION'A" 4.1.2. TRIBUTARY WIDTH=(W1+W2)2 4.1.1. MULLION SPAN=L1 4.1. MULLION'A" 4.2. MULLION'B' 4.1.2. TRIBUTARY WIDTH=(W1+W2)2 4.1.1. MULLION SPAN=L1 4.2.1. MULLION SPAN=L2 4.1.2. TRIBUTARY WIDTH=(W1+W2)2 4.2.2. TRIBUTARY WIDTH=(W3+W4)2 4.3. MULLION"C" 4.3.1. MULLION SPAN=L3 4.3.2. TRIBUTARY WIDTH=(W4+W5)2 FENESTRATION PRODUCTS FENE' TRATION PRODUCTS MULLED VERTICALLY MULLER HORIZONTALLY Robert J.Amoruso,P.E. MULLED FENESTRATION Florida P.E.No.49752 1 PRODUCTS WITH TRANSOM EXTERIOR ELEVATION SHOWN EXTERIOR EVATION SHOWN ,e._03‘1,111111/4. r s� ,,e, EXTERIOR ELEVATION SHOWN 0.4,��.-' GEA/°f.440„.° ', #0 1 `h,� Na 49752 y:c.P f. „,..33 74. 1 TE I) �E 4M T{OF11Qp' \:�W. °�S, 'i'A1t2asIoet5`c 4.388" 0.125" o I-!NP. nc . it-- . v 0.476" 0.476" F ' m 0.125" 0.125" V - w 1.000o re 11 2.110" I 0.125" 2.1I10" -0.125" a I Ir I-2.311"-1 1 - _ - = 1.000" ' - 1.375" 1 T 5.500" --0.312" 0.375" 3.000" 1 N728 n I 0 u- 3.000" 3.000" 0.125" 111=13E1 - o o III I I .-c5 w . N I- 0.438"J I I FOR USE 0.436" •I■ FOR USE m^ ` ANCHOR LOCATION,0.750"- • o i° WITH 1°X 4" N WITH 1'X 4" 2 o 0 TYPICAL ��`. `92 C4 r.,;`° MULLION .n „� MULLION 0 o 1 X 3"MULLION GOAL-POST'CLIP I I >..z ©.063-T6 ALUM. O 6063-T6 ALUM. o 1 z O Li m-'CO '-ix ' z zmc62 3 w { I 1.000" 1.950"0.975" ANCHOR LOCATION, TY CHL LOCATION. 3 ¢moo ANCHOR LONPICOAL ^'29„ 5.500" W Y0HI 0.125" 0.1 10" o o , g 4.000" I n Y 8 o FOR USE FOR USE `� 0 8 4.340" - 0.438" 0 d 0.438" o ' cv I ^ WITH1"X3" ^ WITH1"X3" a J vi 0.9�0" - c" MULLION 1 r MULLION v 1 01 o � J-L D 8 1,21g O1"X 4"MULLION 8� - TYPICAL LOCATION, F Ib ' 2 ANCHOLR LOCATION, fs.. Y. 6063-T6 ALUM. g� 1.685" ® GOAL-POST'CLIP PLATE -CLIP C-CLIP 6063-T6 ALUM. ©%163-T6 ALUM. ©6063-T6 ALUM. Rohm J.Amoroso,P.E. Florida P.E.No.49752 S o..'":":-5;.,N e .yG E�1`d'�iijQp,, •, "• No 49752 :oG 33 �0t..y . 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ZSL6P'ON'N'd ePPold N d'osruourd'P oo9oa R9 F c�a� ,,,r q1Nn�y� NOIltl�3133015 $ NOLL03S S ,.v2 am dil0,lSOd-1VOJ,O di-10 -1V09, 4 >01 w H11M 1N3WHOV11V 1V01dJ.1 HUM 1N3WH0b'llb'1V01d1.1 Q lZ 3 I NOIllf1W„4X.640„EX„6 fi VP2-1mM x z "oo m>x 1331S 210 Wf1NIWf1lV 3110 2133(4)'SOS 0 $ $ -+m r'1 m '000A/101 3OV21OHONV OV31-11Vld Ol# m g >3rnmZ 2103A1N003Sf1 I IIz '3m r P o g z 4 2108131X3 38 AVW')0018 31321ON00 1 m j” -r Lo __________________ I 1 m 0 z rn<y MOT1OH I0 J13210N00 x 01 V1.91.HONV 2103 II FI $ m 0,.....a? �'0 0 N0141X W SNOOdVl,.91/£HlIM O3Sf1 �NUN W „g�� ”�" N Jo fi X � 38 ION INNS 31V1d 3110 oy ONV 3110 1SOd 1V0O 310) NIW „B��I` �v� m o o N 21012131)1 �7 L 17 V m / IRWIN% 313a0No0 a0(nw0)o ��• 0 )0018 31321ONOO ���� .��., _ _ / 01 S210HONV 1d33X3 31f103HOS d i / j - -13 2133 SHOHONV �/ 313210)00 80(f1W0) Lon: OV3H1V13401#0S 1SI0 / 03" 'Isla N m )0018 313210)00 „5L2l 3003 i///�/r 3043,///,/,/ 2 Ol S210HONV 2103 • at Id3OX3 31f103H0S 213d S210H0NV w „g6.* 0 (31f103HOS 210HONV 335) $ • 31V211S8f1S ONI1210ddf1S DESIGN SCHEDULE: 1"x3" MULLION WITH 'GOAL-POST' CLIP o MULLION TRIBUTARY WIDTH °7 SPAN 18" 21" 24" 27" 30" 33" 36" 39" 42" 45" 48" 63" 106" 27.6 23.6 20.6 18.3 16.5 15.0 13.8 12.7 11.8 11.0 10.3 ,/������, W F 100" 32.8 28.1 24.6 21.8 19.7 17.9 16.4 15,1 14.0 13.1 12.3 11.1ri 95° 37,0 31,7 27,8 24.7 222 202 18.5 171 15,9 14,8 13.9 12.6 DESIGN SCHEDULE NOTES- D= 90" 44.9 38.5 33.7 30.0 27.0 24.6 22.6 20.7 19.3 18.0 16.9 15.3 D_ 88" 51,5 44.1 38.6 34.3 30.9 28.1 25.8 23.8 22.1 20.8 19.3 17.6 1, DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE POSITIVE(+)AND NEGATIVE(-)DESIGN PRESSURES FOR 8 S, 84" 65.3 47.4 41.5 36.8 33.2 30.1 2T,8 26.6 23.7 22.1 20.T .8 �...__..__-41.5 .....................__...._........._...._ -f--48 USE WITH MULLION SYSTEM IN POUNDS PER SQUARE , 80° 64.0 64.8 40.0 42.7 38.4 34,9 32.0 29,6 - 27.4 _ 25.6 24,0 21.7 FOOT(PSF). 78" 68.0 56.8 49.5 44.0 39.6 36.0 33.0 30.5 28.3 28.4 24.8 22.4 p. FOR DETERMINATION OF MULLION SPANS AND 76" 67.8 68.1 50.8 45.2 40.7 37.0 ' 33.9 31.3 29.0 27.1 25.4 23.0 F. ....................................... __.._.._.........._._..._..._............_. TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. N 72" 71.6 61,3 53.7 47.7 42.9 39.0 35.8 33.0 30.7 28.6 26,8 24.3 .... .. N i W O 66" 76.0 68.9 68.6 52.0 46.8 42.6 39.0 36.0 33.4 31.2 20,3 28,5 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE > OF CLIP PER MULLION,USE THE LESSER ALLOWABLE 2.N "' 60" 3 32 8 34 0 36 9 39 8 42 75.0 73.6 64A 572 51.5 48, , . . , ,2 29.2 '2 W m _.......__......._................... _._.__.._......._ ...__....._ _.........._..._...._. DESIGN PRESSURE. N m a w 54" 76.0 75,0 71.5 83.6 57.2 62.0 47.7 44.0 40,9 38.2 35.8 32.4 g N 50.6" 75.0 75.0 75.0 67.9 61.1 ' 55.5 50.9 47.0 43.6 40,7 38.2 34.6 4. 'GOAL-POST'CLIP MAY NOT BE USED FOR Q -_ -`-----"""""•- INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK 48" 75,0 75.0 75.0 71,6 64.4 58.5 63.7 49.5 46.0 42,9 402 36,4 (cmin w rn 0 o z 42" 75.0 75.0 75.0 76.0 73.6 66.9 61.3 66.6 52.6_- 49.1 46,0 41.8 Z 51 o T 3 .g o ' 5. ®DENOTES CONDITIONS NOT ACCEPTABLE _O p 2 �z 38.4 75.0 - 75.0 75,0 76.0 75.0 73.2 87,1 81.9 67.5 53.7 50 3 45.8 Z m 6 2¢ 38" 75.0 76.0 76.0 75,0 75.0 75.0 71.5 68.0 61,3 57,2 53,7 48.6 FOR USE. im K Q Wm O S g 30" 75,0 __7_5,0_ 75.0 75.0 76.0 75.0 75.0 75.0 73.6 68.7 84.4 50.3 o a x 9 24" 75.0 _ 76.0 76.0 76.0 75.0 75.0 75,0 76.0 76.0 76.0 75.0 72,9 'r<z zz r2 -'z r...5 5u) Ill �q 4 DESIGN SCHEDULE: 1"x3" MULLION WITH 'T-CLIP' OR 'C-CLIP' ' a 1 y . I U b MULLION TRIBUTARY WIDTH H2% SPAN 18" 21" 24" 27" 30" 33" 36 39" _ 42" 45" 48" 53" 5 106" 27.5 23.6 20.6 18,3 16.5 16.0 . 12,7 11,8 11.0 10.3 l/zr.7//j ,' 100" 32.8 28.1 24.6 21.8 19.7 17.9 16,4 15.1 14.0 13.1 12.3 11.1 J96" 37.0 31,7 27.8 24.7 22.2 20.2 16.5 17,1 15.9 14.8 13.9 12.6 90" 44.9 38.5 33.7 30.0 27.0 24.5 22.5 20.7 19.3 18,0 16.9 15.3 86" 61.6 44.1 38.6 34.3 30.9 28.1 26.8 23.8 22.1 20.8 19.3 17.5 84" 65.3 47.4 41.6 36.8 33.2 30.1 27.6 25.5 23.7 22.1 20.7 18.8 80" 04.0 54.8 48.0. 42.7 38.4 34,9 32.0 29.5 27.4 25.6 24.0 21.7 78" 69.0 69.2 51.8 46.0 41.4 37.7 34.5 31.9 29.6 27.8 25.9 23.4 6 74.6 64.0 56.0 49.7 44.8 40.7 37.3 34.4 32,0 29.8 28.0 25,3 Robert J.Amo iso,P.E. 75.0 75.0 65.8 58.5 52.7 47.9 43.9 40.5 37.6 35.1 32.9 29.8 Florida P .No.49752 al: 75.0 75.0 75.0 75.0 68.4 62.1 52.6 48.8 45.6 42.7 38.7 60' 75.0 76.0 75.0 75.0 75.0 75.0 75.0 70.0 65.0 60.7 56.9 51.5 $y9 ee✓i ti.s ee 75,0 76.0 75.0 75.0 75.0 75.0 76,0 75,0 72,6 88.1 61,7 .ti'°�Z SAA ES`•rre ✓✓ 50.6" 75.0 76.0 75.0 _ 76,0 75.0 76.0 75.0 75.0 75.0 75.0 72.7 65.8 :17`ar �‘ 6s.,''..1!-,.;•, 48" 75.0 75.0 75.0 75.0^ 75,0 75.0 75.0 76.0 76.0 75.0 75.0 89.4 w�. No 49752 "o 42" 75.0 75.0 75.0 75,0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 . 75.0 u 38.4" 75,0 75,0 75.0 75,0 75.0 75.0 76.0 75.0 76.0 75.0 75.0 76.0 .,".1:". 1( 1 y __ TE F ,•40: 36" ,_. 76:0._........ .__75.0 ' 75.0 7fiA 75.0 75.0 75.0 _...._..76.0 76.0 75.0 76.0 I 75.0 �q�,•�, ,�„ • 24" 76.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 76.0 75.0 75.0............ •✓,„e.s,/OAIA e tpe.,.. e