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Home My WebLink AboutProduct Approval C z 'd§ Vit'' € g, t � ,✓ f 4 Sa § YI z •6 a fie,zt� i t gf i s�� P r 3 3 rr � ' 'ee vv r` g° .fix '' i - 47� �� as-��b� ..� t�� r%��}� r��3�t � �s � � Io- "�A—�? � s _:£...,....u.trxi..z>to,',., r BCIS Home 1 Log In User Registration Hot Topics j Submit Surcharge Stats&Facts Publications j FBC Staff BCIS Site Map Links Search ori la + ,{Product Approval USER:Public User d a =er Product Approval Meni.i>Prcduct or Aonr:cation Search>Application List>Application Detail FL# FL14095-R10 Application Type ision Code Version 2017 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@jeId-wen.com Quality Assurance Representative Address/Phone/Email Category !indowsSubcategory ngle 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 F:j,4Q94 RiO C CAC NI011567A4_I?3..12df 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 RID II FL14095 RS II DP65- meet the current edition of the FBC in accordance with 70 36x72 Impact Installation Instructions.0f Miami-Dade NOA for DuPont SentryGlas and DuPont PVB FL14�9a R10 II N1011567.04-R3 Dwgs 07j52017.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. Fl 14. 95..,_x210 AEPE.R.3.0.91..pdf Created by Independent Third Party:Yes 14095.2 JPrernwm 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 RIO C CAC NI011567.08-RI.odt: 'JTI.ROL.JGI-I F.RAME MIN.OISTANCe MAX. OR DG:3/ INSTALLATION FROM 'S1 CORNERS ............. MIN. EMBEDMENT 15"O.C. MAX.THRU 11/2"MIN. JAMB EMBEDMENT 1/4"MAX P� --11 SHIM SPACE 1/4"MAX SHIM SPACE FRAME SECTION(TYP) F E E 4 I VERTICAL SECTION Rd ............. a MIN.DISTANCE— ..................................................................................... R� FOR EDGE:3/4" C2) # JAMB SECTION(TYP) HORIZONTAL SECTION rzAr" / . ..114"MAX FROM 6-MAX. SHIM SPACE IM CORNERS ........... 3 Max Frame JV RATING!IMPACT 1—..WOiH(36"MAX.) 36 x 72 +65/-70 1 NO TYPICAL ELEVATION WITH FASTENER SPACING rJ- ................... ................. ................................... ............ ......................................... Installation Notes: General Notes: 1. Sea]flangelframe to substrate. 1 The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 2. Use#10 PH or greater fastener though the frame with sufficient length to penetrate a minimum of /2" into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 3.Omm annealed insulating glass. project of installation. Addendum to NAMI 4. Use structural or composite shims where required. Certification No: NI01IS67.09-R2 Reviewed By: This schedule addresses only the fasteners required to anchor the Date Reviewed: 07/25/2017 window to achieve the rated design pressure up to the size limitations noted. Itis not intended as a guide to the installation process and does PROJECT ENGINEER: DATE: 3250 Lakeport Blvd not address he sealing consideration that may arise in different wall 07/24/2017-— conditions. For the complete installation procedure,see the instructions DRAWN BY: SCALE: jELRWENKlamath Falls,OR.97601 1HAWKINSNTS Phone: (541)882-3451 packaged with the window or go to ................................... .................................. .. ......................................... . .......... ............................ .........................................— ......... CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. D.BELAU I APPROVED BY: Premium Atlantic Vinyl Single Hung Window DISCLAIMER: 3.GOOSSEN This drawing and its contents are confidential and are not to be PARTPROJECTPROJECT P D0 reproduced or copied in whole or in part or used or disclosed to others ............ ..................... ........- .......- ................. .................................. IDENTIFIER No. PLANT NAME AND LOCATION: I CAD DWG.N REV: SHEET except as authorized by JELD-WEN Inc. PremATL A 2 OF 4 AS TESTED' 110-16-135 45 's 14-o.C. MAX. STEEL INSTALLATION THRu JAMB MAX. MIN.DISTANCE �J�FROM FOR EDGE:1/2" CORNERS Min.embedment 3 of three threads Past frame / 18 gauge min Z Steel Stud AA 10 11 O.C. MAX. B 18 gauge min JAMB Steel Stud 1/4"MAX ,� �J 1/4"MAX �� O SHIM SPACE Li SHIM SPACE MIN.DISTANCE 2 FRAME SECTION(TYP) FOR EDGE:1/2" O VERTICAL SECTION q Min.embedment of three threads 3 J� past frame JAMB SECTION(TYP) MAX HORIZONTAL SECTION SHIM q.5^ SHIM� SPACE --- . '� MAX. FROM CORNERS 18 gauge 3 Steel Stud n Max Frame DPG I _RATINMPACT — —WINDOW WIDTH(52.125' MAX.) � 52.125 x 75 +65/-70 NO TYPICAL ELEVATION WITH FASTENER SPACING 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. For anchoring into metal framing use#8 TEK Self Tapping screws with sufficient length to achieve a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida minimum embedment of three threads past the frame thickness. Steel substrate min.18ga.,fy=33 ksi. Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 3/16"annealed insulating glass. 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 required where wind borne debris protection is mandated by local � building code. This schedule addresses only the fasteners required to anchor the `%N ES F. 0 ��s� 7. Maximum sizes are buck sizes and do not include fin or flange. window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does ®` •• PROJECT ENGINEER: DATE: 3250 Lakeport Blvd not address the sealing consideration that may arise in different wall o ;• : O -- 04/26/2017 Jr OR.97601 conditions. For the complete installation procedure,see the instructions e 7 DRAWN BY: SCALE: � $� Klamath Falls, p p J.HAWKINS NTS lJ Phone: (541)882-3451 packaged with the window or go to a CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. s -;3T T D.BELAU O �p pP,:` 441 APPROVED BY: Premium Atlantic Vinyl Single Hung Window DISCLAIMER: J.GOOSSEN This drawing and its contents are confidential and are not to be ��SS • �G\ > PART PROJECT o.: D014587 reproduced or copied in whole or in part or used or disclosed to others ' p r( ¢�,ra/ �ftbl4 e�`d//Suite 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No,: except as authorized by JELD-WEN Inc. 398 East Dani REV: SHEET 4 OF 4 Dania Beach, FL 33004 tr 'IY �Yz 5 1116, IF I BCIS Home Log In User Registration Hot Topics 4 Submit Surcharge Stats&Facts Publications FBC Staff i SCIS Site Map i Links Search d Rior i d a (OProduct Approval le!!%ro USER:Public User ..,azr;=ct6�'ra Product Approval Menu>Product or Aoolication Search>Aooliration List>Application Detail I 1 FL Application Type ;on Code Version 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 (DFixed Subcategory 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 sI 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 OYes --c-)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 F Model,Number or Name Description 14088.1 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 FI,140fi8__R8_C CAC NI,Q11b78-R1_P_df Approved for use VHZ:Yes Quality Assurance Contract Expiration Date Impact Resist 0 08/30/2025 Design Press re: +5�551 Installation Instructions Other:Windo s with iglass units wider than 36" FL14088 R8 II DPrequire setting b . ade NOAs: Quanex Building 55 52 125x75 Installation Instructions.ndf 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.pd 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 FL14OF�8_R8_._C CAC NI�11677=R.1.pr1f 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 Instructiuns.ndP 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.pdf 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 NI011699-R1.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2025 Design Pressure:+55/-55 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14088 R8 II DP- require setting blocks.These windows do not meet small 55 52.125x75 Impact LMI Installation Instructicns.pdf 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 PER3109.odf 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) 52.125"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 NI011747-Rl.odf 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" require setting blocks.These windows do not meet small 75 °MI Installation Instructions.pdf 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.Miami-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). kiack Next -- -- - - ----— - -- — - -- -- — -- — THROUGH FRAME 14.375'O.C. 4.5'LM. MIN.DISTANCE FOR EDGE.3/4 MAX. Fxou 3 MALE LE RNERS " INSTALLATION CO 2 11/2"MIN. EMBEDMENT I 11/2"MIN. 13.25'D.C. EMBEDMENT MAX. D.C. 1/4"MAX FRAME 1/4"MAX 1 � SHIM SPACE 3 SHIM SPACE FRAME SECTION(TYP) VERTICAL SECTION 22.0 mm 5.0 mm 5.0 mm MIN.DISTANCE 2 FOR EDGE:3/4" GLASS BITE o 13.0 mm DOW 995 JAMB SECTION(TYP) 'GLAZING DETAIL HORIZONTAL SECTION 1/4"MAX 'i 1 SHIM SPACE -- --- - _ 2 —11/2"MIN. PREMIUM ATL VINYL FIXED WINDOW EMBEDMENT Max Frame DP RATING IMPACT F —WINDOW WIDTH(52.125'MAX.) 52 1/8 x 75 +/-55 NO MIN.DISTANCE TYPICAL ELEVATION WITH FASTENER SPACING — FOR EDGE:3/4" —J 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#10 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 11/2" of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 5 mm annealed glass/13 mm airspace/5 mm annealed glass. 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 required where wind bome 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 ```e�1i Maximum sizes are buck sizes and do not include fin or flange. At noted. It is not intended as a guide to the installation process and does � e PROJECT ENGINEER: DATE: 3737 Lakeport Blvd not address he sealing consideration that may arise in different wall v� Q' ,.•' •• • ;,� r, 10/15/2013 'a j DRAWN BY: SCALE: JIELDVEN Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions �. O D.Vezo NTS Phone: (541)882 3451 packaged with the window or go to 4 7 o .e CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. J.J. Kantola T~T rr Z APPROVED BY: Premium Atlantic Vinyl Fixed Window DISCLAIMER: : �0 p • Through Frame Installation (52.125"x 75") This drawing and its contents are confidential and are not to be ,� O D PART PRO ECT No.: reproduced or copied in whole or in part or used or disclosed to others a 9, NO. g . D60�460 except as authorized by JELD-WEN Inc. 398 rftA maw M �M e 338 IDENTIFIER NCTL21No. LANT 0-3911- PFBCNAME AND LOCATION: CAD DWG.No.: REV: 00 SHEET 2 OF 4 , d�' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications i FBC Staff BCIS Site Map j Links Search r �Product Approval K USER:Public User Vie-�e, Product Approval Menu>Product or Aoorcation Search>Application List>Application Detail PUhjFL# FL11870-R5 Application Type A Code Version /-2017 Application Status 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 Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W. 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 FLI.1870 R5 COI C of 1 27.63 RevO 413- 1003 JW StructuralMuliion,pddf 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 Rev0 413- 1003 JW StructuralMullion A.odf Sections from the Code 1-2I 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 ON/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 M Model,Number or Name Description Clipped Aluminum Tube Mullion 1x3 or 1x4 Tube Mullion Use Installation Instructions Approved for use in HVHZ:Yes FL11870 R5 II JELD0108 RevO.Ddf Approved for use ide VHZ:Yes Verified By: Robert J.Amoruso,P.E.49752 Impact Resist , t:Yes Created by Independent Third Party:Yes Design Press e:+75/-75 Evaluation Reports Other: FL11870 R5 AE PER 2263 RevO 413- 1003 JW StructuralMullion A.Ddf 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: Credit Card Safe JELL-WEN 0 0 CLIPPED ALEMI N i3./16'li TUBEMULLION i3JLLIO1 ® A ��/" ® /��,/T ��py7;��1/�/pg� MISSILE /��//�� CT hy �M�7 /g � /�p/T wog a ]�,��rG�plJ d]151 tlD,��/S1 K4LL d�(/c�Li�ldSSIL�pLaEg�/I Pg]��b�PATT L[ ]��S]�L,L/SuTlnS7.,L�9+�,+T- 6tJ W 1 Y�'B 11 LLIO1 Y SP Yll V S. LOAD Yfrd TH T1$SP�/d�Jl.� -1YNSTALBJfSi tl I®1 tl•LSiL iY fLJIX®.BYtJdflYS'i DETAILS � D_ GENERAL NOTES: INSTALLATION NOTES: 1.THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA 1.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. a BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 20112021203.AND ALUMINUM DESIGN MANUAL. 2.ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-114"TO CONCRETE AND 2"TO HOLLOW BLOCK. 2.NO 33-1/3%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 W M o Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. - NOMINAL 2z(MIN)WOOD STUD(i.e.314"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). _ o LL 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 12°. =W z W O JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. U W.- 5.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)=0.55 OR GREATER. N 1n a o1. 4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS O �K o 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, 0'o -�=O SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. ZO W m OzW 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 DETAILED HEREIN WITHIN THE HVHZ,A ONE-TIME U ¢ ¢ O (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 Z O O 7 y Y wZ BUILDING CODE COMPLIANCE OFFICE PRODUCTCONTROL DIVISION. W F C W W 6.ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. IY o]F- 8. 8.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE30t¢i�Z 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 0 W=�z n LOAD RESISTANCE,AIR&WATER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC. THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR 'Y Q DO REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION. Z Z 8.TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE.MULLIONS MAY BE MOUNTED VERTICALLY 5 5 Z, ptt OR HORIZONTALLY AS APPLICABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT y W €`w FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS,NOT SHEATHING. m Q O 9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. W Z 9 10. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADSa"r C r 10. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE"G=0.52 OR GREATER DENSITY. TO THE EXISTING STRUCTURE. zi W 11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, W I I. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH SSS 8G FOAM,BRICK,AND OTHER WALL FINISHES. 'GOAL-POST CLIP AND CUP PLATE. 12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTSg 9 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 1"MINIMUM EMBEDMENT AND 2'MINIMUM 14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,WOOD BUCKING SHALL EDGE DISTANCE. 1.2. ATTACHMENT MAY BE 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. MINIMUM DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1-112°MINIMUM EMBEDMENT AND 2-114° M FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED. MINIMUM EDGE DISTANCE. 2.2. ATTACHMENT MAYBE 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 314"MINIMUM EDGE DISTANCE. Robert J.Amoroso,P.E. 4. TO 1/8'"THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE(Ftu=Fty=22 KSI MINIMUM) Florida P.E.Na.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 112"MINIMUM EDGE DISTANCE. SHEET SHEET DESCRIPTION ifSSf tqq. NWES Z", 1 GENERAL NOTES,INSTALLATION NOTES&ANCHOR SCHEDULE v'.4,• G E Pik•."ayry1s 2 ELEVATION '»��•° td0' 437$2 •°•:Ur~'+, 3 COMPONENTS w s 4 C-CLIP AND T-CLIP INSTALLATION DETAILS 5 'GOAL-POST'CLIP INSTALLATION DETAILS •°f'QST• H �`�•r(j� e�~ " 6&7 MULLION SPAN VS.LOAD WIDTH TABLES A IIID111Z 41 Lry$` L1 —i NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION"C")PROVIDED GEOMETRIC ,�__ -� IN DETAILS 111,211 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE o c SHAPES /,.i DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS INCLUDED FENESTRATION PRODUCT PER �\ SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. c%1 6 12 SEPARATE APPROVAL \ W 1 4 \ � 4 5 MULLION \ d56 12 # U MULLION LU a OR SUBSTRATEx 123 723 456 12 � d 4 d 4 5 FENESTRATION FENESTRATIONPRODUCTPER PRODUCTPER SEPARATE APPROVAL SEPARATE MULLION APPROVAL OR MULLION MULLION 456 12 456 t2 W1 SUBSTRATE MULLION"B" "C' LLI 4 5 LLI A 5 MULLION o n �] ,A, FENESTRATION LG FENESTRATION FENESTRATION FENESTRATION �1 PRODUCTPER > c!6O 00 PRODUCTPER PRODUCTPER PRODUCTPER WL S L 1 SEPARATELU SEPARATE SEPARATE SEPARATE NESTRATION PRODUCT PER APPROVAL � APPROVAL APPROVAL APPROVAL SEPARATE APPROVAL y wi o 456 12 45b 12 W2 456 12 D:p 4 5 4 5 4 5 �°i o z Fl I I fj K -i Ln .'� 0 I 3 Zmv1 QO � z �W-3 W4 W,5 �L1� �W1— I-- W2� ui 0LL a K lu ==W NOTES: NOTES: NOTES: g ? A_go 1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE 1. ,UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY ? ` UNLIMITED PROVIDED THAT MULLION LMITATIONS NOTED HEREIN ARE NOT MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT EXCEEDED. LMITATIONS NOTED HEREIN ARE NOT EXCEEDED, MULLION LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. 6a. u e 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL SEPARATE APPROVAL. BE PER SEPARATE APPROVAL. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO U RE MULLIONS SHALL BE PER SEPARATE APPROVAL. 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM SCHEDULES. DESIGN SCHEDULES. 3. ALLOWABLE DESIGN PRESSURES SHALL BE & DETERMINED FROM DESIGN SCHEDULES. B _ 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED _ liS 41. MULLION'A" AS FOLLOWS: 4, MULLION SPANS AND TRIBUTARY WIDTHS SHALL.BE 4.1.1. MULLION SPAN=L7 4.1. MULLION"A" DETERMINED AS FOLLOWS: 4.1.2. TRIBUTARY WIDTH=(Wt.W2)!2 4,1.1. MULLION SPAN=L7 4.1. MULLION*N' 4.2. MULLION"B" 4,1.2. TRIBUTARY WIDTH=(W1+W2)/2 4,1.1. MULLION SPAN=L7 4. 2. TRIBUTARY WIDTH2.1. MULLION SPAN= 4.2. L2=(W3+W4)f2 4.1.2. TRIBUTARY WIDTH=(Wt+W2)t2 4,3. MULLION'C' 4,3.1. MULLION SPAN=L3 4.3.2, TRIBUTARY WIDTH-(W4-W5y2 FENESTRATION PRODUCTS ENESTRATION PRODUCTS 2 MULLED VERTICALLY ULLED HORIZONTALLY Robert Amo iso,R.E. MULLED FENESTRATION Fbdda P.E.No,A8752 PRODUCTS WITH TRANSOM EXTERiORELEVATiONSHOWN E TERIORELEVATIONSHOWN 01%� cexsMneFS Pj,,00 �I EXTERIOR ELEVATION SHOWN "L�`:,+•l"'fir ErS!I�Qr•��rr .S! � p �/f�^+f(t� �� f _� e 4.388"- o 0.125" o TYP. A �. 0.726 0.726" tmO 0.476" 7:w0.476" 0.125" 0.125" CU s w �- O 1.000" OL 2.110" 0.125" 2.110" I 0.125" o. 1.000" o �I-2.311"-{ d-1 --� 1.375" 4 5.50 o 0.312" 0.375" I 3.000"" ` o > �_� O M 3.000" 0.125" - 0 0 I 0 x _ I- 0.438" - FOR USE 0.436" FOR USE � ;� ANCHOR LOCATION,0.750" ry N N WITH 1"X 4° 0 N WITH 1"X 4° = o TYPICAL N M MULLION M MULLION o 1"X 3"MULLION 'GOAL-POST'CLIP M w o Lo w 1 6063-T6 ALUM. ck 3 6063-T6 ALUM. 0 f U E D N "9 o goo Ej H >x z I----�1.000" 1.950" YPIH LR Loc�noN. ci�oLR LocnnaN, 3 Q m 00 0 p it 0.975" O a ANCHOR LOCATION, w=�p $� TYPICAL .29° 5.500" 'Y¢- U 3.000" 3�� tiger ,s 0.725" 0.770" f 0 0 1� o 4.000" o - - FOR USE FOR USE rr7 0.438" o `� 0.438" o N w 4.340" N I- ^ � WITH 1"X 3" ^ � WITH 1"X 3" a 2 'z� 0.970" ci MULLION of MULLION f o6�I t_1 6a 2 1"X 4"MULLION ANCHOR LOCATION, ANCHOR LOCATION. & TYPICAL TYPICAL �� K 6063-T6 ALUM. 1.685" .. GOAL-POST'CLIP PLATE T- LIP y/+� C-CLIP 4 6063-T6 ALUM. J 60 3-T6 ALUM. �+ 6063-T6 ALUM. Robert J.Amowso,P.E. Florida P.E.No.49752 'L6gpppppralS 140 49752 'o -r;f34 Mb ST 7E EtNS".�0R74�G�� 4 '�'a tdOb olist* 1"x 3"or 1"x 4"MULLION 1"x 3"or 1"x 4"MULLION #10 SMS OR SDS o #10 SMS OR SDS WITH FULL THREAD WITH FULL THREAD PENETRATION INTO A PENETRATION INTO 3 MULLION MULLIONa 18 13„ W 4 g a 1/2 0 0 0 #10 FLATHEAD 2„ 2" > o O SDS,(4)PER CLIP #10 FLATHEAD -, �'w SDS,(4)PER CLIP #10 FLATHEAD a W 3 w� SDS,(4)PER CLIP �w o O p 3„ I 4„ �I o ZZ ��8)° Z 1"x3"or1"x ?D0-, r� z 1"x3" 1"x4" Zm ri 2a 4"MULLION :F w MULLION MULLION w III, TYPICAL ATTACHMENT AT 1"X 3"MULLION ATTACHMENT AT 1"X 4"MULLION ATTACHMENT AT o a w CL 1 MULLION INTERSECTION W/C CLIP 2 MULLION INTERSECTION WIC-CLIP 3 MULLION INTERSECTION W/C-CLIP J w 2L' w Q ZU �w- 4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION 3 I-L g 7 p F.3 mY QQ pa SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE) a �L-) U ho�a 3" EDGE ti EDGE EDGE 1- / EDGE EDGE EDGE ANCHORS PER DIST. DIST. DIST. 4 DIST. DIST. DIST. SCHEDULE,(4)PER CLIP EMBED. EMBED. 1 EMBED. ANCHORS PER ANCHORS PER 1/2„ SCHEDULE,(4) SCHEDULE,(4) O 1 O IO PER CLIP PER CLIP 2" I 2" R.,d, Amo,us.7.E. #10 FLATHEAD Florida P.E.No.49752 #10 FLATHEAD #10 FLATHEAD SDS, 4 PER CLIP SDS,(4)PER CLIP SDS,(4)PER CLIP qA baggy=A8p@g4Gg 3,> 4„ Ic' risF'a�G w 140 49752 1"x3"or1"x ;i 4"MULLION 1"x �trl x MULLIONN MULLION )j YPICAL ATTACHMENT 1 3"MULLION 1"X 4"MULLION 4 ITH T-CLIP 5 A ACHMENT WITH T-CLIP 6 ATTACHMENT WITH T-CLIP was` ,•°��R iFCa�od` 4 ERTICAL SECTION 4 SI ELEVATION 4 SIDE ELEVATION rdgl t?Pd{78��4 DESIGN SCHEDULE: VxY MULLION WITH 'GOAL-POST' CLIP o MULLION TRIBUTARY WIDTH v SPAN 18" 21" 24" 27" 30" 33" 38" 39" 42" 45" 48" 63'• # 108" 27.5 23,8 20.6 18.3 16.616.0 __ 13.8 12.7 11.8 t1.0 10.3 w 28.1 24.6 21.8 19.7 17,9 16.4 15.1 14.0 13.1 12.3 - 11.10 ---............._...--- w 96" 37.0 31.7 27.8 24.7 22.2 20.2 18.5 17.1 MCI 14_8 13.9 12.6 DESIGN SCHEDULE NOTES: d _ 10290" 44.9 38.5 33-7 30.0 27.0 2A.5 22.6 20.7 19.3 18.0 16.9 15.3 . --- _�- _...---. _._._ 86" 61.5 44.1 38.6 34.3 30.9 28.1 25.8 2.3.8 22.1 20.6 19.317.6 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE -"--- ------ -- `-------- POSITIVE(+)AND NEGATIVE(-)DESIGN PRESSURES FOR z 84" 65.3 47.4 41.5 36.8 33.2 30.1 2T.8 26,5 23.7 22.1 20.7 18.8 USE WITH MULLION SYSTEM IN POUNDS PER SQUARE ......................._..... 80" 64.0 64.8 48.0 42.7 38.4 34.9 32.0 29.5 27.4 25.6 24.0 21.7 FOOT(PSF). 78" 68.0 56.6 49.5 44.0 39.6 36.0 33.0 30.5 28.3 28.4 24 8 22.1 12. FOR DETERMINATION OF MULLION SPANS AND 76" 67.8 58,1 60.8 46.2 40,7 37.0 33.9 31.3 29.0 27.1 25A 23.0 c •- ,..,_...-__..,,.. ___._....... TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. N o 72" 71.6 6113 53.7 47.7 42.9 39.0 35.8 33.0 30.7 28.6 26.8 24.3 = 9 0 - 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE 66" 76.0 88,9 58.5 62.0 46.8 42.8 39.0 36.0 33.4 31.2_ 29,3 28.5 y O 76.0 73.8 64.4 67,2 61.5 48.8 42.9 39.8 38.8 34.3 32.2 29,2- OF CLIP PER MULLION,USE THE LESSER ALLOWABLE 60" _.,. _., DESIGN PRESSURE. 0 64" 76.0 76,0 7t.6 63.6 57.2 62.0 47.7 44.0 40,9 3_8.2 35,8 32.4 -` 4. 'GOAL-POST'CLIP MAY NOT BE USED FOR o ~ 60.6" 75.0 75.0 76.0 67.9 61.1 55.5 60.9 47.0 43.6 40.7 38.2 34.6 INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK ^Z 48" 75.0 76.0 76.0 71.5- 64.4 68.5 53.7 49.5 46.0 42,9 40.2 36.4 (CMU). w rn O g < z ................._.._.. ._ _ 42' 76.0 75.0- 75.0 76.0 73.6 66.9 61.3 56.6 52.6 49.1 46.0 41.6 z o p,3 - °z 5. ®DENOTES CONDITIONS NOT ACCEPTABLE -O ❑ 38.4" 75.0 75.0 76,0 75.0 76.0 73.2 67.1 61.9 67.5 53.7 50.3 45.6 Z m U)2< $ w .._..............._......_....................._..._- FOR USE. W I- w O p 38" 75.0 76.0 76,0 75_0 75_0 _ 75.0 71.6 68,0 61.3 57.2 53.T 46.8 3 ---._.- 30" 75.0 75.0 76.0 76.0 75.0 75.0 76.0 75.0 73.6 68.7 84A fiB.3 o W= j �� 24" 75.0 75.0 76.0 76.0 76.0 75.0 75.0 76.0 76.0 75.0 75.0 72.4 Y Q z¢ 9 5 lm MY�z 0 J DESIGN SCHEDULE : VxY MULLION WITH 'T-CLIP' OR 'C-CLIP' a. 1 az) eu ' O offi�g% MULLION TRIBUTARYWIDTHBL� SPAN 18" 21" 24" 27" 30" 33" 36" 39" 42" 45" 48" 63" 106" 27.5 23.6 20.6 18.3 16.5 15.0 13.8 12.7 11.8 11.0 10.3 100" 32.8 28.1 24.6 21.8 19.7 17,9 16A 15.1 14.0 13.1 12.3 11.1 96" 37.0 31.7 27.8 24.722.2 20.2 18.5 17.1 16.9 14.8 13.9 12.6 .........--___-- 90" 44.9 38.6 33.7 30.0 27.0 24.5 22.5 20.7_ 19.3 18.0 16.9 15.3 86" 61.5 44.1 38.6 34.3 30.9 28.1 25.8 . 23.8 22.1 20.8 1913 . 17,5 _.....................-...-........-... _._.... 84" 65.347.4 41.6 36.8 -33.2 _30.1 27.6 25.5 23.7 22.1 20.7 1888 80" 64.0.........- 64.8 48.0. 42.7 38A 34.9 32.0 29.5 27.4 25.6 - 24,0- 21.7 __._._._._..._1............_.._ 78" 69.0 b9.2 61.8 48.0 41.4 37.7 34.5 31.9 28.6 27.8 25.9 f 23.4 76" 74.6 64.0 58.0 49.7 44.8 4fl.T 37.3 -34.4 32.0 29.8 28.0 25,3 Raben J.Amo uso•P.E. 72' 75.0 75.0 65.8 58.5 62.7 47.9 43.9 40.5 37.6 35.1 32.9 29.8 Flonda P.E.No.49752 76.0 75.0 75.0 75.0 68.4 62.1 52.6 48.8 45.6 42.7 38.7 __..._......._...-_._._......_....._ .........------.........._........_..- 4es4eerPa 80" _ 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.0 65.0 60.7 56.9 51.fi 6�?9')kPdi j0pdp, --...__._ - ----_ __ ......................._._. 4° 75.0 76.0 75.0 76.0 75.0 76.0 75.0 75.0 72.6 68.1 61.7 „u.��.4 G E Al S9pr` 50.6" 75.0 75,0 75.0 76,0 75.0 76.0 175.0 75.0 75.0 75.0 72.1 86.6 �^`C7 E`•,G --....-.......... _ __.._._....._ __. _.._.......-__..-..........................._-".... '` Na 49752 48" 75.0 75.0 7&0 75.0 75.0 75.0 75.0 75.0 76.0 I 75.0 75.0 69.4 ti a! 42" 75.0 75.0 75.0 _75.0 75.0 75.0 75.0 75.0 75.0 75,0 75.0 = 38.4" 75.0 75.0 75.0 75.0 - 75.0 76.0 75.0 76.0 75.075.0 75.0 r, F :4t7 ti 36" 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 ?�•, ;;v,e _...._"....._..._._. ._...-.._ _._...................... 30" 75.0 75.0 75.0 75.0 75.0 75A 76.0 76.0 75.0 76.0 76.0 76.0 :y fi$, .!O y V.F N 4 ........._ �_.._..--------- -- -- - - 24" 76.0 75.0 75.0 76.0 .6.0 75.0 76.0 76.0 75.0 75.0 1 75.0 76.0 p F opP1Rt F `�° �Jef8De464e�4t9