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FBC Staff ( BCIS Site Map Links ( Search Florida w Product Approval �`U USER:Public User ,;4w Product Approval Menu>Product or Application Search>Application Lis[>Application Detail FL# FL15442-R5 Application Type Affirmation Code Version 2017 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 Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/22/2019 Validated By Locke Bowden P.E. ❑ Validation Checklist-Hardcopy Received Certificate of Independence FL15442 R5 COI COI JW SS 2015-04-27.1)df Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhV R... 6/20/2018 Foridal3uilding Code Online Page 2 of 3 Z 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 OYes ONo 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 07/15/2017 SummarV of Products FL# Model,Number or Name Description 15442.1 Custom Clad(A) Casement Fixed 60"x 72"Insulated Glass(5/16 in PVB LAM - 1/8 out Annealed)or(3/8 in SGP Lam-5/32 out Tempered) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15442 R5 II JW013 Instailation.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. #73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +60/-70 Evaluation Reports Other: FL15442 R5 AE PER2855.pdf Created by Independent Third Party:Yes 15442.2 Custom Clad(B) Casement Fixed 96"x 72"Single Glaze(9/16 in SGP LAM)or Insulated Glass(9/16 in SGP Lam- 1/4 out Annealed)or (9/16 in SGP Lam- 1/4 out Tempered) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15442 R5 II )W013 Installation.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.#73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-65 Evaluation Reports Other: FL15442 R5 AE PER2855.pdf Created by Independent Third Party:Yes 15442.3 Custom Clad(C) Direct Set Fixed 48"x 120"Single Glaze(9/16 in Heat Strengthened SGP LAM)or Insulated Glass(1/2 in Heat Strengthened SGP LAM-3/16 out Tempered) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15442 R5 II 3W026 Installation.0 Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. #73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +100/-100 Evaluation Reports Other: FL15442 R5 AE PER2856.pdf Created by Independent Third Party:Yes 15442.4 Custom Clad(D) Direct Set Fixed 60"x 120"Single Glaze(9/16 in Heat Strengthened SGP LAM)or Insulated Glass(9/16 in SGP LAM-1/4 out Annealed)or(9/16 in SGP LAM- 1/4 out Tempered) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15442 R5 II 3W026 Installation.ndf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E. #73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +80/-80 Evaluation Reports Other: FL15442 R5 AE PER2856.0 Created by Independent Third Party:Yes 15442.5 Custom Clad(E) Direct Set Fixed 96"x 72"Single Glaze(9/16 in SGP LAM)or Insulated Glass(9/16 in SGP LAM-1/4 out Annealed)or (9/16 in SGP LAM-1/4 out Tempered)or(5/16 in PVB LAM -1/8 out Annealed) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15442 R5 II JW026 Installation.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.#73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +60/-65 Evaluation Reports Other: FL15442 R5 AE PER2856.pdf Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgtep%2bDhVR... 6/20/2018 Fforida'building Code Online Page 3 of 3 15442.6 Custom Clad(F) Insash Geometric Fixed 96"x 72"Single Glaze(9/16 in SGP LAM)or Insulated Glass(5/16 in SGP LAM-1/4 out Annealed)or(5/16 in SGP LAM-1/4 out Tempered) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15442 R5 II 3WO14 Installation.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. #73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+60/-65 Evaluation Reports Other: FL15442 R5 AE PER2857.1)df Created by Independent Third Party: Yes 15442.7 Custom Clad(G) Insash Geometric Fixed 60"x 72"Insulated Glass(3/8 in SGP LAM and 5/32 out Tempered)or(5/16 in PVB LAM-1/8 out Annealed) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15442 R5 II 3WO14 Installation.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E. #73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+60/-70 Evaluation Reports Other: FL15442 R5 AE PER2857.pdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-467-1824 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: FCOR Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVR... 6/20/2018 Flo?ida Building Code Online Page 1 of 3 s SCIS Home { Log In { User Registration Hot Topics { Submit Surcharge Stats&Facts { Publications { FBC Staff { BCIS Site Map Links { Search { Florida �., cob Product Approval I.(.t,.. USER:Public User d&ucs Product Approval Menu>Product or Anplicatlon Search>Application List>Application Detail FL# FL15475-113 Application Type Affirmation Code Version 2017 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 Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/22/2019 Validated By Locke Bowden P.E. ❑ Validation Checklist-Hardcopy Received Certificate of Independence FL15475 R3 COI COI JW SS 2015-04-27.0f Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS,202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhV R... 6/20/2018 Florida Building Code Online Page 2 of 3 RI 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 ONO 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 07/15/2017 Summary of Products FL# Model,Number or Name Description 15475.1 Custom Clad Casement 36 x 72 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15475 R3 II 3W027 Installation.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.#73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +60/-75 Evaluation Reports Other: FL15475 R3 AE PER2861.1)df Created by Independent Third Party:Yes 15475.2 Custom Clad Casement 32 x 54 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15475 R3 II 3W027 Installation.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E. #73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-90 Evaluation Reports Other: FL15475 R3 AE PER2861.pdf Created by Independent Third Party:Yes 15475.3 Custom Insash Casement 36 x 72 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15475 R3 II 3W028 Installation.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E. #73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-75 Evaluation Reports Other: FL15475 R3 AE PER2862.pdf Created by Independent Third Party:Yes 15475.4 Custom Insash Casement 32 x 54 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15475 R3 II 3W028 Installation.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. #73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +60/-90 Evaluation Reports Other: FL15475 R3 AE PER2862.1)df Created by Independent Third Party: Yes Badc 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 mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Dog wg Rig F.Fg Credit Card Safe E2M'M https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgtep`/`2bDhVR... 6/20/2018 Fl6tida Building Code Online Page 3 of 3 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVR... 6/20/2018 Florida Building Code Online Page 1 of 2 jy} ry 'i1 L BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff 1 BCIS Site Map Links Search Florida �` NO"! j Product Approval .,,� I USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail a - FL# FL15861-R5 Application Type Revision Code Version 2017 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 Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Hermes F.Norero,P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 12/22/2019 Validated By Locke Bowden P.E. 9 Validation Checklist-Hardcopy Received Certificate of Independence FL15861 R5 COI COI Jeld Wen SS 2017-04-13.odf Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquegl%2bT71... 6/20/2018 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/23/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15861.1 Custom Clad Jamb to Jamb and 1"LVL Mullion for Windows Limits of Use Installation Instructions Approved for use in HVHZ:No FL15861 R5 II 3W054 SS 2017-10-20.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. #73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+75/-75 Evaluation Reports Other: FL15861 R5 AE PER5067 SS 2017-10-20.0f Created by Independent Third Party:Yes 15861.2 Custom Clad 1"Aluminum Clipped Mullion for Windows Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15861 R5 II 3WO55 SS 2017-10-20.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL15861 R5 AE PERS068 SS 2017-10-20.odf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Convriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The 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: 722MIPOU" NO eChic4 M Credit Card`____ Safe CM= https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquegl%2bT71... 6/20/2018 4) 31 INSTALLATION NOTES 1. ONE III INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR yYQ} LOCATION SHOWN. L THE MINIUM NUMBER OF ER TALLATION OF ORS BE DEPICTED LODU THE J E L D WEN inc. MINIMUM OF ANCHORS TO BE USED FOR PRODUCT ' CI 3. INSTALLTOLERANCE ANCHORS CUSTOM COLLECTION ALUMINUM CLAD s a a z C3 ANCHOR LAOFTDETACHOF THEDEPICTEDDLOCATION IN THE TOUERA CES).MDETAICESAWITHOUTCONATIVEFION OF E TSTALLATIONANCHORTESARENOTCUMUTATWEfPOM ONE GENERAL��5. INSASH CASEMENT WINDOW E L INSTALULTION ANCH OR TO THE NEKf. N 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEAIONGSHIM(S).MAKIMUMALLOWABLESHIMSTACKTOBE 1. THE PRODUCTSHOWN HEREIN IS DESIGNED AND t 1 1/41NCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA to OCCURS.SHIM(5)SHALL BE CONSTRUCTED OF HIGH DENSITY BUIIDING[OE(fB[),INCIUOING NVH2AND HA58EEN TABLE OF CONTENTS ry PLASTIC OR BETTER. EVALUATED TAS ACCORDING TO THE FOLLOWING: SHEET REVISION 5HEETIES0MMON w 9 01-94 S. FOR INSTALLATION IMO WOOD FRAMING USE 414 WOOD . TAS 202-94 1 INSTALLATION,GENERAL d SHAPED UNIT NOTES � 0 0 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 2-1/2 INCH • TAS 203-94 MINIM UM EMBEDMENT INTO WOOD SUBSTRATE 2 - ELEVATIONS d ANCHOR LAYOUTS E L ADEQUACY OFTHE EXISTING STRUCTURAL 3 - DESISN SCHEDULE 66DZIIJG DETAILS 6. FOR INSTALLATION THROUGH IX BUCKTO CONCPETE/MASONRY, CONCRETE/MASONRYAND III FRAMING ASA MAIN WINO ! OR DIRECTLY INTO CONCRETE/MASONRY,USE 1/4 INCH FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 4 - ASSEMBLY SECTIONS DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE AND TRANSFERRING APPLIED PRODUR IDADSTOTHE Ctl 1-2/4 INCH MINIMUM EMBEDMENT. FOUNDATION O THE RESPONSIBIUTYOF THE ENGINEER OR 5 - NAIL FIN INSTALLATION DETAILS W ARCNITEROF RECORD FOR THE PROIEROF INSLAILATION. CY UrL 2d 2. MINIMUMEMBEDMEMAND EDGEDLSTANRIXQUDE WALL 6 TV410V6H SAMB INSTALLATION DETAILS N 2O FINISHES,INCLUDING BUT NOT UMTTEDTO STUCCO,FOAM, 3. 1KAND 2KBUCKS(WHEN USED)SHALL BE DESIGNED ANO ti 7 - STRAP INSTALLATION DETAILS BRICK VENEER,AND SIDING. ANCHOSTRUCTURE. SUCK DERLY SIGN AN INSFER TALLATION LOOMSOADS THE y FyC SESPONSIBI SUCK DESIGNINEER O A RCHI.N 6TNE B - COMPOTiQJTSd BILL OF MATERIALS byl dam B. ASSOCIATED SOCIAT10NARDWAR,ALUMINUMBEMADE OF CORROSION RESPONSIBILITY FOR THE PROJECT OFF RRORATION.ROF a RESISTANT MATERIAL OR MUST BE CORROSION CORROSION RECORD FOR THE PROIEROFINSTALIATON. COATIANT ACCORDORHAVEA CORROSIONRFSISTAM STANDARDS. ACCORDANCEWRHNRRENT FOC PROTECTION 4. THEIN DESCRIBED HEREIN STANDARDS GENERIC AND MAY NOT EFLLR ACTUAL EINTTIONS FOR MISSILEPAT IMPACT ASPECIFlCSITE.IF SITE CONDITIONS EMENTSCAUSE ULEDHEREIN, EEIINSTALLATION RATS• 9. FOR HOLLOW ANCHORSFILLED ORTARJ ANTS.EDGE TODEVIATEFROM THE REQUIREMENTS LLP SPARE SITE r 6� IS STALLATION MEASUREDFR FROM REE EDGE O BLOCK OR EDGE EO MORTAR AURNS DOCUMNEER ORA USE WITH THALLPEPARESTTE LARGE AND SMALL y �•�R O MEASURED FROM FREE EDGE OF BLACK OR EDGE OF MORTAR SPEtlFlC OONMENIS FOR USE WITH THIS DOCLIMEM IN MISSILE IMPAR RATED QY 9 OID JOINT INTO FACE SHELL OF BLOCK. NO AREAS AND TO BE REVIEWED BY AH-J !8 Y 10.INSTALLATION ANCHORS SHALL REINSTALLED IN ACCORDANCE AUTNORRY NAANGIUPISDICTION). WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, S. DEVIATION FROM THIS APPROVAL WITHIN TH E HVFQ E AND ANCHORS SHALL NOT BE US EDINSUBSTRATESWITH REQUIRESONE-TIME APPROVAL FROM MIAMWADE SHAPED UNIT NOTES: `,T4TYTTIIiT III2YAA' l STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY COUNTY(PERA). L FOR EIRENDED CIRCLE SEGMENT SHAPED UNITS,IAMB �% THE AI1CIfOR MANUFACNPER HFlGHTS HEISHALL BE A MINIMUM OF 835%OF FRAME � �'i� •j �� 8 6. APPROVED IMPAR PROTECTIVE SYSTEM IS NOT REQUIRED GHT. IL INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE ON THIS PRODUCT IN AREAS REQUIRING IMPAR �.• T. A.., 6 BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING RESISTANCE PROPERTIES: 2. ALLSHAPED UNITS SHALL FR WITHIN THE RERANGUTAR DIMENSIONS SHOWN IN THE DESIGN SCHEDULE. A WOOD-MINI MUM SPECIFlCGMSIVEVITY ST OSS. 7. CLADDING MATE IAL ALUMINUM 63-73 f B.CONMASON -MINIMUM COMPRESSIVE ETOASTH OF3192 PSL CLADDING MATERWL:ALUMINUM 606345 3. ANCHOR LAYOUTS FOUND ON SHEET 2 SRALLAPPLYT0 y G MASONRY-STRENGTH CONFORMANCE TOAST MC AQ(OR ••'•. p GREATER).MINIMUM COMPRESSIVE m E STRENGTH PSI. B. IN ACCORDANCE AST WITH THATCURRENT F CO EE . CLUDING INTO CONTACT UMINAUM NIT FRAMS SHAPEDUNGS WITH AIUE SHALL BE FF*IPRO`Y�g� DEFINED IN SEC 2003. r 9. IN ACCORDANCE WITH CURRENT FRC.SECTION 2411 WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALLBE OF A DURABLE SPECIESAS DEFINED IN SECTION 2326 ig 10.GLASS MEETS THE REQUIREMENTS OF ASTM E 130004 GLASS CHARTS.SEE SHEETS FOR GLAZING DETAILS Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document Date:2014.05.23 13:18:15-04'00' R� I� Eo DtYP I ' EQUAL EQUALEQUAL EQUAL t'a 4' MAX. 4' MAX. 4" MAX. 4' MAX. 4' MAX. 4" MAX. g2i m 4' MAX. o� o 4' MA% 4' MA%. 4' MAX. O y ai `o C D vii V•� ai � wN o 3� C J��/{//" 6 a 7 a U D %// 6 # ' %I/ 9 W A as I TNOANCH 0R5 FEQUDIED ti O 4' MAX. I•$r0 C 4" MAX. nrm. 4' MAX. 4' MAX. p � MAX.040.W 3 MAX FRAME WIDTH MA%FRAME WIDTH MAX FRAME WIDTH PER DESIGN SCHEDULE PER DESIGN SCHEDULE PER DESIGN SCHEDULE ANCHOR ELEVATION FOR ANCHOR ELEVATION FOR ANCHOR ELEVATION FOR (DINSTALLATION WITH NAIL FIN INSTALLATION THROUGH FRAME INSTALLATION WITH STRAP NTS. Dcm.m BD/ NTS. EXTERIOR HEY NTS. E%TIMM BEY `ttttl 111 11///+' ANCHOR NOTES 0 �e .;.....,, 1. SEE ANCHOR ELEVATIONS FOR ANCHOR LOCATIONS AND/OR SPACING. ti ANCHOR SCHEDULE 2.ANCHORAGE METHODS,INCLUDING ANCHOR TYPES SHOW MAXIMUM O• Qb=^". SPACING,ARE APPLICABLE TO ALL SHAPED UNIT SHOWN ON SHEET 2. LL TO HOLLOW BLOCK OR 3192 PSI MIN 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' ~ CONCRETE HOST STRUCTURE RECOMMENDATIONS. 1/4'TAPCON.SCITIILTHRU1XOR 4.TAPCONSMANUFACTEREDBYITW. D>aErnYn4roMAsarnT+� � 5.CONCRE SAND INTO HOLLOW BLOCK.NCE FOR ALL ANCHORS INTO !d *PA WITH 1-1/4'MIN,EMBEDMENT. ` 6. WHERE ANCHORS FASTEN TO NARROW FACE OF(STU)D FRAMING ANCHOR TO WOOD BUCK OR HOST STRUCTURE SHALL i e.3 4B EDGE DISTANCCENTER I5 ACCEPTABLE FOR ANCHORSWTOO WOOD FRAMING). (MIN S.G.=0.55) 7. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE"6=0.55 OR i/14 WORD SCREWS WITH 1-Ur MIX GREATER DENSITY. THREAD PENETRATION. B.MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE STUCCO,FOAM, BRICK,AND OTHER WALL FINISHES. 9.ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN. 10,WHERE EXISTING STRUCTURE I5 WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. 11,WOOD BUCKSBY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO TH EXISTING STRUCTURE. DESIGN SCHEDULE 181 20• 24' 28' 30' 32' 36' N DM7VEi 1.29 FRAME SASH DLO GLAZING 361/8' 181/8' 221/8° 261/8• 281/8' 301/8' 34 1/8' SASHy m HEIGHT HEIGHT HEIGHT TYPE WIDTH 13° 15° 19° 23' 25° 27° 31° DLOWIDTH ��+5 u o A,B.0 •60/-90 +60/-90 •60/-90 +60/-90 +60/-90 +60/-90 +60/-75 ry 38' 16' 121/2' D +60/-65 +60/-65 •60/-65 +60/-65 +60/-65 +60/-65 +60/-65 Q n Q 20' 18' 143/2' A,3,L +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-75 c rn D •60/-65 1 +60/-65 +60/-65 +60/-65 +60/-65 1 +60/-65 +60/-65 c 24• 22° ]B U2' A.B,C +60/-90 +60/-90 .60/-90 •60/-90 .60/-90 +60/-90 +60/-75 D •60/-65 +60/-65 •60/•65 +60/•65 •60/-65 +60/-65 •60/-65 Lov 30' 28° 241/2' A.8,C +60/-90 +60/-90 +60/-90 +60/-90 .60/-90 •60/-90 +60/-75 r D .60/-69 +60/-65 +60/-65 +60/•65 +60/-65 +60/-65 +60/-65 v 32' 3D° 261/2' A,B,C +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 •60/-90 +60/-75 D +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 36' 34• 301/2' A,B.0 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 .60/-90 +60/-75 ILYf D +60/-65 .60/•65 +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 U c 40' 38° 341/2' A.B,C +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 •60/-90 +60/-75 MAX. D +60/-65 •60/-65 +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 TALLOWAMn p 42• 40° 36 1/2' A,Be +60/-90 +60/-90 +60/-90 +60/-90 •60/-90 +60/-90 +60/-75 DESIGN U 3 D •60/-65 +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 PRESSURE 9= 48° 46° 421/2° A.B,L +60/-90 +60/•90 +60/-90 +60/-90 .60/-90 +60/-90 +60/-75 (PSF) Te-l-T D +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 .60/-65 A,B,L .60/-90 .60/-90 +60/-90 +60/-90 .60/-90 .60/-90 •60/-75 54' 52° 481/2° D +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 +60/-69A.B,C +60/-75 +60/-75 •60/-75 +60/-75 +60/-75 +60/-75 + -75 r3 56' S4' 50 L2' 60/ D +60/•65 +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 60' 58° 541/2' A.B,C +60/-75 +60/-75 +60/-75 +60/-75 +60/-75 +60/-75 .60/-75 58. +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 +60/-65 64' 62' 981/2° A,8,C +60/-75 +60/-75 +60/-75 •60/-75 +60/-75 +60/-75 +60/-75 D +60/-65 .60/-65 +60/-65 •60/-65 +60/-69 •60/-69 +60/-69 66' 64• 601/2' A.B,C .60/-75 +60/-75 +60/-75 •60/-75 +60/-75 +60/-75 .60/-75 1C1 I Z D +60/-65 +60/•65 +60/•65 •60/-65 •60/-65 +6 r, +60/•65 72° 70' 661/2' A.B.0 +60/-75 +60/-75 +60/-75 +60/-79 +60/-75 +60/-75 1 •60/-75 D .60/-65 .60/-65 .60/•65 •60/•65 •60/-65 +60/-65 1 +60/-65 GLAZING TYPE n GLAZING TYPE p GLAZING TYPE GLAZING TYPE 'o ' A-v 5/16-INSULATED LAMINATED.LMI i'IN5ULATED LAMINATED,LMI D ]•INSULATED LAMIIJATED,LMI �' I"INSULATED LAMINATED, D L NOT FOR USE ABOVE30`ABOVE 6'RADE wor Fm UBEABOee m'ABwEmnDe lY- f L]I'YlFAIED LIB•Ax+WEL �� LIS AFIFAIED � LeS AK4tED ��yty IT+IAEAIFD V1= ~ • 1/SW OOXFIO 1?W DWS4i ��,Xp ��vj-••,• ,�• �� oawewsarzu� ucAXrucneFuas DawesFmrmre — auoxr was oawesvmuaFE eari�xNix wDFuas DO"'e°+�"� '/��/III*Pt\O\` SEIIAiff L eF.LL.BIIf ATSOL SE+I.INF SOL SF.O.+NF XPBBAD eu¢ ATSOG 9/le•MM 9AI•MOl 9Ae•M41 9AS YM 0.155 BnE 0.1ss BITE BIAee BILE MSI BIR 1 GLAZING DETAILS 3 N.T.S. VERTICAL SECTION A TYPICAL HEAD ASSEMBLY ' 4 N.TS. VERTIULLSE[TION HARDWARE NOTES: n 1.ALL RECTANGULAR UNITS REQUIRE THREE(3) p LATCH POINTS AT LOCK STAE. n S O 2.RECTANGULAR UNITS MAY EMPLOY EITHER: #6x21/2'FLAT HEAD SCREW A. 5ING1 F ARM ROTO OPERATOR AT THE 32 CD THROUGH HEAD AND SLI INTO SILL W/THREE(3)TWO-LEAF BUTT BOTH SIDE JAMBS HINGES AT HINGE STILE. z v B. DUAL ARM ROTO OPERATOR INSTALLED E o 1 AT THE SILL W/TRACKTYPE CASEMENT (Tj7 yr.5i, 2-FINISH NAL.THROUGH JAMB HINGES AT TOP 6 BOTTOM OF HINGE 11 2 EXTENSION INTO JAMB @ 6°-B' SIDE OF SASH.INTERLOCKING '� ¢ 4 O.C. SNUBBERS INSTALLED AT HINGE SIDE2 12 OF SASH 6 JAMB. 1c v 6 3.EXTENDED CIRCLE UMTS MUST USE SU461E R ARM ROTO OPERATOR AT THE SILL W/ m TWO-LEAF BUTT HINGES AS SPECIFIED BELOW. V 4.EXTENDED CIRCLE SEGMENT SHAPED UNITS E LARGER THAN 32'X 84'IN WIDTH OR HEIGHT •Fl 96x25 FLAT HEAD SCREW IN D 15GAx11/4'NAILS @ 6'-10' REQUIRE THREE(3)7W0-LEAF BUTT HINGES G EACH MITERED CORNER OF 14 O.C.THROUGH HEAD STOP INTO AND THREE(3)LATCH POINTS. WOOD 5AS14 5 HEADJAMB 5.EXTENDED CIRCLE SEGMENT SHAPED((UNITS O lBrA.I'NAr.LS @61-81 O.C. TWO-LEABUTT HIISMALLESQU�TWCH POINTS. N e THROUGH GLM*STOPS INTO i SASH .�.� 2'FINISH NAILS THROUGH TYPICAL JAMB ASSEMBLY AT LOCK 3-#Bd'SCREWS THROUGH 5 JAMBEXTENSION INTO JAMB SASH TRACK IM05ASH 7 15 @6'-B°O.0 4 N.T.S. HORIONTALSECTION FOR ALL FRAME WIDTHS 9 13 f 15GAx11/4'NAIIS R 6'-10'0.4 THROUGH 4 2-#7x3/4'FLAT HEAD SCREWS R� A 12 STOPS INTO JAMB 4 THROUGH LOCK DRIVE PLATE S� IBGA,W NAILS @ 68''- INTO JAMB O.C.THROUGH GLAZING 4 3 STOPS Il SASH 3 �W INTOOINEADJA CORNERS FASTENED WITH 11 16 16 AND SILL 807H SIDES �T11T1111�..... PLASTICCORNER KEYS. I 2 6-1t8x 1'FLAT HEAD SCREWS � 11 11 � 4(a��ryj�is CORNERS NOTER FASTENED WITHASSEMBLY THROUGH ROTO OPERATOR �� _ BASE Afro SLI g 5 2-#7x1'FLAT HEAD SCREWS (S�H SCREWS. SECTION) ° C° THROUGH EACH LOCK BAR GUIDE 6' IIJTO JAMB LL� f �61 TYPICAL SILL ASSEMBLY 4-#8x3/4'FLAT HEAD SCREWS N.TS. VERAULLSECTION #5x1°FLAT HEAD SCREW 8 8 1 THROUGH EACH LOCK KEEPER ' 4 T}ROV6H SIDE EXTRUSION INTO 12 6 6 12 INTO SASH �a��H *pR�� ` HEAD AND SILL EXTRUSION #8411 stoo SCREW BOX FOR CORNERS WOOD SPLINE GLUED INTO NOT AT 90°. GROOVES IN MUMCUT WOOD #8x1'FLATHEAD SCREW SASH AT ALLSASH CORNERS THROUGH SASH EXTRUSION INTO SCREW BOX AT ALL SASH 348x1°SS SCREWS CORNERS THROUGH EACH LEAF OF BUTT HU46ES BEM ALUMINUM CORNER KEY AT ALL SASH CORNERS C TYPICAL JAMB ASSEMBLY AT HINGE 4 N.T.S. HORRONTALSECTION A Y m N m d0 O INSTALLATION WITH FIN AT FRAME JAMB INSTALLATION WITH FIN N.T.S. HORIZONTAL SECTION �a (AAT FRAME HEAD5 EDGE EDGE FGA � a 5 N.T.S. VERTICAL SECTION ossTA v{•MAx 1/4'MAX Or AWE E SH M SHIM Dfi 4 YyA CAVLK Bf:TVEEN FII AND EXBTZN WOOD 4E=T"WOOD L ry �"r•,i:"r' HOSTSTPIICTIIRENOTHERS. HOSTSTRVCNPE 3 tj \' �,ii!, EIQSTAJB WOOD NOST 5111UCNRE 5Aa�ANaOP HOSTSINUCNPE 3 C FM5TIIJ6 .c. 9 E%EPTOR O Faaw 16 16 E WE ANCY 11 V DTz >�•' MIOWANCHOR 11 ANCHOPFEA D 6 ANCHOII Q j� 6 5amul.E. yi FEPTMEla"m SH[M GUA(BETWEEN FIIAM 5 1NIEPiOP GULP 9ETVEEN FIJ AND T:-% o BY OlNEPS. 1 4 HOST5TRUCTUREBY OTNERS. HOSTSTAUCTVREBYOTHERS. 12 2l4 hi°M1 E7iTE% .i: 12 12PERWEM 1 :'• .r :55 R{ 1 WqJ FEP[METm Bruuuc ®' oin BYonmis � 9 5 7 15 INSTALLATION WITH FIN 1 ; 12 11 l3 AT FRAME JAMB 5 N.T.S. HORIZONTAL SECTION 2 4 o"`Iluul/gp o.•t PER-EMuulx 1 ��Eti *•a��'t'i.. BY OlM�AS. NOTE:SEE AN[H011 SQ�DUIE AND ANCHORNOlES � 1/YMA% FOf1 PERUlPEO EDGE DLSTANCES AND EMBEDM8uT5. ` n 6'�" s1aM EDSE LL Ny r E%MTIN6 E)OEfIIOR :�y••... y • ANOIOII FLA ANCNOP MSSTS UCIrnI E ''�AA��F/•#P�O�``}�,•`6 :�`:::.•'-"`* NOTE:NAA.FIN MSTAN.ITION REQUIPES SOImUIE. AAA/IIIIIIIII`" "=BETWEENMNJ MAIIMUM BIC SREATEII FRE55UPE HOSTSTRUCNAEBYOWMS. TREATm WOODBUCR(BYOTHEPSIII CONOIETE AMID MASONRY HOST Mumu. INSTALLATION WITH FIN ©AT FRAME SILL 5 N.T.S. VERTICAL SECTION g$ Y m INSTALLATION THROUGH INSTALLATION THROUGH LL o n FRAME HEAD nD FRAME JAMB C N.T.S. HORIZONTAL SECTION Fi 6 N.T.S. VERTICAL SECTION 6 z E U1 a E➢EE �yp� T �DTSTANCE MK BETWEEN ME AIm EXL571W HOST Y4'MAX 4STBUCTUIE VA' CJ NOSTS1llUCiWEBY OTIBL4 STIIME RMCSPAN—1�— 4 MA% E]aSTIIJSHOST I I — —SiaM N 3 .E#STIIY' AN610BYEitAN61OR ANCNMPEBA . 3 I EXTETMaM .azLm saEDULE 16 16 A MPERANaoB = FaII.SN SW T"M.ST GMKSETWE!NRNA SGIEDIAE "+RZ°'•^ STRUCHME NOSTSTBURIIYE BY OTHM 1I EMBEDMENT u=BETWEENPN ND Q 11 6 HOSTSTMUCTUGEBYaTHM E 6 IS LY MAX EDGE EDBE � PEBE,.mGmx SNW =T� 5 DISTANCE (V a ado Br oTHEns 12 2 4 ,.•,;..,..� .+,�;s•..:: �Q 11 E�asTuls ei EXTEKG 4 oasTwB'._� p #Ti ...''i EXTEAiOR?'' R 5 12 I 12 aTi�s.G PER ETM 9 5 INSTALLATION THROUGH Iz 7 1511 13 C FRAME JAMB 6 N.T.S. HORIZONTAL SECTION 1 2 4 ``anuunggA BY OTHFBS. NOTE:5EEANaOB50'tXJLE NDAWVMWTES ••.W +VVM FOB BEQMa1ED EDBE DISTANCES AND EMBEDMENT'. �Q•' ^ 6•D� •'El![STA6 S�E#STIIY NOSE LL ~ iEx�raa sTTDanME y':• r ��... N&D(PREESME AA AAgn*TPpT``\ O amsEIWEENPINAND MATEDWOOD BLICL NOTE:ND ANa[ris HOSTST—MEBYGT MI(BY allEo.51 fIEQVNED ATSILL INSTALLATION THROUGH FRAME SILL 6 N.T.S. VERTICAL SECTION - INSTALLATION WITH STRAP m 25o AT FRAME HEAD INSTALLATION WITH STRAPc CD N.LS. VERTICAL SECTION /Z"\AT FRAME JAMB p 6 c � 17 N.T.S. 17 HORIZONTAL SECTION yEy ETWEEN EDGE EDGE N IC 5[STpu['IVRE�BY OTHERS. Ex[STIIY HOST DL`rAN[E 5 A" q q w•MAI( DssTAN[E a �4Y .+:!.. STRUCTAiE EMT"HOST SHDN SN 17 smucnAlE 3 Mae x 3/4-WOOD 3 f SOIEWS (ZNNO/OPS f61 ANo104 fry (Zy1NOlOPS PER ANdOP 16 soeDuLE C 99 PTNBN SOkd 541EMIIE.m � 16 C2)MX3/a•WOOD V 6 0 ;12'`:i ENB®NENf EDGER SCREWS D�HOST 11 if MUCTME i•tr '� PER vc Aux 5 sHDR vol .p wsTsTucnAmvOTH 5 1NTEkrOR GULMOST EN FTN .moi 3CO gy p1(�y4 NOSTSTPUCIUIE BY OTHERS. AND HOSTST0.UCRNE 99 1 4 BV DTHds. 12 11 2 ElasTwc'1 e t ~:p�Eusrrl+B�'' '' EMFPIIOR jr u.` E%TEPTD0. i 1y FXIEPIOP:•: V yC 6 1q FIIdSH•=�y.,.. 8 8 8 5 (zlaexs/a•WOOD "c. * ': 12 12 salEws 1 BY OTHERS.G BY 01HE9.5.� 9 5 7 15 INSTALLATION WITH STRAP , �Q 12 11 13 C AT FRAME JAMB ' q N.T.S. HORIZONTAL SECTION 1 2 \\S\11111111//AAA (2)-X mwooD `\\ 0 BY OlHE0.fuMK 17 NO REQU AN EbGE 0�DIPE APD ANOIOR NOTES : •••t•••• VP MAx FOP PEgUPPED EDSE DISTANCES AND EMBEdAENTS �O•• n •Q.bdM. �`EMSTI)P6 EMBEDMENT 'JJf_ M ExTEuoP DssrANCE F^jSN`s: (ty1NWOPSMRANCHOR °Ylu l n n11a\ EMSTTNGHOST .=REIWEENFIDI STRUCNPE H05TSTPUCMtE BY Ol)(M INSTALLATION WITH STRAP �B AT FRAME SILL N.T.S. VERTICAL SECTION BILL OF MATERIALS 1 $ ITEM NO. DESCRIPTION PART NUMBER MATERIAL MANUFACTURER m 1 FRAME CLADDING VH-53639 6063-T5 INDALEX .2 m 2 HEAD/SAL CA0153HJ WOOD JELD-WEN 0.822° 1.219° 3 SIDEJAMB CA01775J WOOD 7ELD-WEN I 1I n ti o 4 JAMB EXTENDER CA260AJE WOOD JELD-WEN 2.938° y 3 o 5 GLAZING STOP CA0278SP WOOD JELD-WEN ��EAD AND SILL 6 RAAJSTA.E CA0152RA WOOD 7ELD-WEN (i \FAME CLADDI�NGM E f 7 BOTTOM RAIL CA0151RA WOOD JELD-WEN N `o 8 TOP RAAJSTI E CLADDING VH-49545 6063-T5 INDALE)C Q = 9 BOTTOM RAIL CLADDING VH-50333 6063-75 INDALEX YJ 10 EXTRUDED SILL NOSING VH-53646 6063-T5 INDALEX 219" 0.656° 11 FRAME WEATHERSTRIP 12261 PVC AMESBURY 1. I 12 SASH WEATHERSTRIP 50468A PVC INTEK I_ I-T 1.188. +� u E 13 OPER COVER FASTENING STRIP 302638 PVC INTEK r� 2.938' �i E 14 HEAD SCREEN STOP CA0282SP WOOD JELD-WEN ��15IDEJAMB 4 JRAM�BEXTENDER rn F 15 OPERATOR LOVER CA01420C WOOD 7ELD-WEN CA � �•� WO00 (3 3� ti 9� 16 SIDE SCREEN STOP 02745P WOOD JELD-WEN otn 17 13 GA.INSTALL STRAP GALV.STEEL - LO 18 SILICONE SEALANT SEALANT DOW CORNING 899 0.625' 0.875° �a NOTE: ALL WOOD COMPONENTS ARE PRESSURE TREATED AURALAST. 0.625° � 2.041" �1GRuA NG STOP w� ATOP RAIUSTILE rw.scuF wuoo Q 4 I 0.793° i —1- 1.500° 2.094° 88 88 1.469' I AL1 0.923° ISI 1.634' 2.041° � 0.923° �{ ;��O :*.b�N g,° /\ SILL NOSE CLADDING � / p \TOP RAIL/STILE CLADDING BOTTOM RAIL CLADDING 10 nuscuE marn�wrw�r O , 7 BROOM RAIL wncm o rui .° eminuurnar 9 nOTT CLADDING _ 0 813' 2.188' �\ �10PER.COVER FASTENING STRIP 14 HEAD SCR E STOP /1g SASH WEATHERSTRIP +mow we FRAME WEATHERSTRIP ac `."" ° u scuFei we 0.563° I 1.438° IUB T L500' ~{I y'11 Ir/F o 0 0 0 0 0 I 2.188° 2.188' f 10.000° 1 S�1 l E SCREEN STOP +v .+,u E .,,, 113 GA.INSTALL STRAP 15 % •BATOR COVER a, 3 ��.� 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Custom Collection Aluminum Clad In-Sash Casement Window for Florida Product Approval .Report No. 2862 Current Florida Building Code Method: 1 —D (Engineering Evaluation) Category: Windows Sub— Category: Casement Product: Custom Collection Aluminum Clad In-Sash Casement Window Material: Wood(Auralast@)w/Aluminum 6063-T5 cladding Product Dimensions: Max.36"X 72" Prepared For: JELL-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: ``� ��ES F. O Hermes F. Norero, P.E. �-�•• ' -. 0.O ; Florida Professional Engineer#73778 7 - Date: 04/11/2014 Contents: = T T = Evaluation Report Pages 1—4 Installation Details Pages 5-6 Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document Hermes F. Norero,P.E. Date:2014.06.0912:34:15-04'00' Florida No.73778 BUILDING DROPS Date: 04/11/2014 A Perfect Solution in Every Drop Report No: 2862 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Windows Product Sub-Category: Casement Compliance Method: State Product Approval Method (1)(d) Product Name: Custom Collection Aluminum Clad In-Sash Casement Window Max.36"X 72" Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,Inc. based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW028,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 5. Site conditions that deviate from the details of drawing JW028 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions JW028 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 6 BUILDING DROPS Date: 04/11/2014 A Perfect Solution in Every Drop Certificate of Authorization:29578 Report No: 2862 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association.(FBC Organization#QUA2515) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory,Inc. (FBC Organization#TST1589) Report#: NCTL-210-3438-1, Report Date:06/30/07 Report#: NCTL-110-10770-1, Report Date:07/12/07 Report#:SJW2011-027-TAS, Report Date:08/22/11 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization#: QUA2515) 3. Miami-Dade RER Product Control Section-NOA SentryGlas Interlayer by DuPont 4. Miami-Dade RER Product Control Section-NOA Butacite PVB Interlayer by DuPont Hermes F. Norero, P.E. Florida No.73778 Page 3 of 6 BUILDING DROPS Date: 04/11/2014 A Perfect Solution in Every Drop Report No: 2862 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#14 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Nail Fin Installation: A. For two by(2X)wood buck substrate, use#14 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. Strap Installation: A. For two by(2X)wood buck substrate, use#14 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. Refer to Installation Instructions (JW028)for anchor spacing and more details of the installation requirements. Design Pressure: DESIGN SCHEDULE 1S' ZV 24' 28' 30' 3Y - 36' WIDTH FRAME SAS14 DLO SASH HEIGHT F EMHT HEIGHT Gl� 16 US' 78 UB- Z2 U9' 26 U9' 2S 7/9' 30 U8' 34 US' WIDTH 13- 15' l9' 23' 25' 27- 3Y 8:A WIDTH 38' 16' 22 UY A,B•C_ .60/-90 •607-90 •60/AO •601-90 •60/•90 .60/•90 - .d0/-75 0 .60/-65 -607.65 •601.65 .607.65 40/•65 -W-65 -601.65 20'. 1S' 14172' A,9-C .60/-90 .6w•90 ..60/.90 .60/-90 1.6w.90 40/-90 .40/-75 0 .6Ol•65 -W65- .6w-65 .6w-65 -.60/-65 •6W-65 -•60/•65 2A' Zr t8 UY A•B C .60/.90 -601.90 .60/.90 .60/•90- - .60/•90 .60/•90 .60/-75. 0 .60/-65 .60/-63 .60145 .601.65 .60/-65 416W-65 .60/-65 30' 29' 24 UY A.B.C .60/•90 - .60/-90 .60/•90 +601.90 46W-90 -60/-50 •6W-75 0 -601.65 -b0/35 .60/•65 .60/45 -60/45 .60/.68 -601-65 . 3Y 30' 26 UY A.B.C . .WI-90 .601.90 -060/-90 -60/-90 --60/-90 .601-90 -.6W-75 0 .6W- .6W 5 -3 60/-65 60/-65. 40/•65 W0 65 -601.65 36. 34' 30 U2' - A•B.C .60/-90 -0/-90 +6.90 -60/-90 -60/.90 40/-90 .60/-75 D .60/65 -6W-65 --6W-5 -W-65 --601.65 -60/-65 401.65 A, .0 460/.90 -60/-90 ..601.90 -60/-90 .60/-90 .601.90 -60/-75 40' 3S' 34 21r .0 -6w35 .601.65 +60/-5 .60/-65 •6W-5 1 -60/-0 to/-65 ALOWAUE 42' 40' 36 LY A•B.C W/•90 -60/-90 .60/-90 .6w-90 -6W-90 •60/•90 .-60/-75 US" 0 - .601.65 -60/-69 .60/65 ' -60%65 -W/-65 4"-65 -6W-65 V45st.TE 48' 46' 42 UY A.B,C -.601.90 -601.90 60/-90 .60/-90 -60/.90 -60/-90 -601-75 (PSF) 0 ..•60/-65 -601-63 -601-65 -601-65 -60%65 -601.65 -601.65 54' 5Y 48!/2' A•B-C -401.90 -60/-90 .60/-90 -601.90 .60/•90 -601-90 -601-75 0 - 60/65 -60/.65 .60/-65 -6W-65 - .601.65 -60/•65 •60/.65 56' S4' 50 UY _7_9 C .60/.79 •60/715 •601-75 -601.75 40/.75 .60/•75 -601.75 0. -601-65 •601-3 401.65 -601-65 -60/.65 -601.65 -.60/-65 60' SS' 54 V- A-B-C -60/•73 -W-75 .601-75 -601.75 .6W-75 .60/.75 ---W-75 a .60/.65 60/•65 .601.65 -601.65 .60/-6S .W/.65 .60/45 64' 6Y 55 UY A,B,C .801-75 -60/•75 .60/•75 -6w-75 601.75 -6W-75 .6W-73 0 •40/65 -60/•b3 -60/65 •60/.65 .60/.65 -60/15 -601.65 66' 64. 60 U2' A.B, .60/-75 •6/413 - 1.75 .601.75 0 .60/35. -60/.65 -60/•65 -60/-65 -60/35 -601.65 -601.65 7Y I 70' 66 UY A.B.C +60/•75 -60/75 6fl1-75 -6-75 -60/.75 -4W-79 D •60/-8 .6w-8 +60/35 -60/-65 .401-5 -60/35 -60f-65 Hermes F. Norero, P.E. Florida No.73778 Page 4 of 6 /MAA\\ BUILDING DROPS A Perfect Solution in Every Drop Date: 04/11/2014 Certificate of Authorization:29578 Report N0: 2862 Installation Method JELD-WEN, inc. Custom Collection Aluminum Clad In-Sash Casement Window 8" C.C. MAX. TYP. 4" MAX �--�+4° MAX. 4" MAX. 4" MAX. O A � UQ" 5 0 . F�4 wx � xm 5 � 5 acz7 �w W �W I Q' 5 4" MAX. {+ 4" MAX. MAX. TYP. MAX FRAME WIDTH PER DESIGN SCHEDULE ANCHOR ELEVATION FOR INSTALLATION WITH NAIL FIN VN.TS. EXTERIOR ELEV 4" MAX. EQUAL EQUAL EQUAL 4" MAX. 4" MAX. 4" MAX ,f A 6 a x] C7Q a a xU c5E p C5E WrJ2 �2 6 w ww xQ c �sW 6 a• 6 NO ANCHORS REQUIRED AT SILL MAX FRAME WIDTH PER DESIGN SCHEDULE ANCHOR ELEVATION FOR INSTALLATION THROUGH FRAME 2 N.T.S. EXTERIOR ELEV Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 6 BUILDING DROPS 1/2014 A Perfect Solution in Every Drop Date: 0 Certificate of Authorization:29578 Report Noo:: 2288622 Installation Method JELD-WEN, inc. Custom Collection Aluminum Clad In-Sash Casement Window EQUAL EQUAL EQUAL 4" MAX.-�{—� 4" MAX. 4" MAX. 4�- 4" MAX. A a OE OE xU (O� dL7 40, D w� w C �W 7 a. B 7 4 MAX' QUA EQUAL QUA 4" MAX. MAX FRAME WIDTH PER DESIGN SCHEDULE ANCHOR ELEVATION FOR rA'�INSTALLATION WITH STRAP 2 N.T.S. EXTERIOR ELEV Hermes F. Norero, P.E. Florida No.73778 Page 6 of 6 JELD-WEN, inc. JEN°RDN. CUSTOM CLAD IN-SASH FIXED , INSTALLATION NOTES: iIc L. ONE(2)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR CASEMENT WINDOW y=j0 aez Q^ LOCATIONSHOWN. < 0 �ZpZ�++ #+ 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM �j5 200!! ��$m xx NUMBER OFANCHORSTO BE USED FOR PRODUCrINSTALATION OFTHE (IMPACT) p~Oop MAXIMUMSIZEUSTED. �f 3. INSTALLINDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLFAANCE OF Eh F &I SI/2INCH(LE.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES y l a ARE NOTCUMUTATIVE FROM ONE INSTALLATION ANCHORTO THE NEM. GENERAL NOTES: NO m <Hy.!44q<m FSz�' 4 PRODUCTANOSHIM AS ISTRUCTURRED AT EIS I/6 OR NCH ORGRFATEB MAXIMUM BETWEENLOCATION WHERE SPACE 1 TOCOMPLY WITH THE CURRENT IBUILDF AMANUFACTURED ND FLORIDACODE(FBC), Iii Cia WmtZpiiG ALLOWABLESHIM STACK I5 NOTTO EXCEED 2/4°.ALLSHIMSARETO BE INCLUDING HVHL AND HAS BEEN EVALUATED ACCORDINGTO THE TABLE OF CONTENTS /�I LOAD BEARING,HIGH DENSITY PLASTIC OR BETTER. FOLLOWING: y'4`-1 A • TA5201A4 SHEET REVISION SHEETOESCRIPTION S. THROUGH FRAME FOR INSTALLATION INTO 2XWOOD FRAMING USE RIO • TAS 202-91 w WOOD SCREWS OFSUFFICIENT LENGTH TO ACHIEVE IIAINCH • TAS 203-94 1 B INSTALLATION 6 GENERAL NOTES t MINIMUM EMBEDMENT INTO WOOD SUBSTRATE p I. ADEQUACYOFTHE EXISTING SMUCLJRAL CONCREfE/MASONRY 2 B ELEVATION B ANCHOR LAYOUTS 6. THROUGH FRAME FOR INSTALLATION THROUGH IX BUCK TO AND2XFRAMING AS AMAIN WIND FORCE RESISTINGSYSTEM 3 B VERTICAL A HORIZONTAL SECTIONS CONUUEMA5UNRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED <` 3116 INCH DIAMETER IIWTAPCONS OFSUFFICIENT LENGTHTO ACHIEVE PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF 4 B 6L1Z16 DETA= '^ 11/4 INCH MINIMUM EMBEDMENT. HE ENGIN ERORARCHITECTOF RECORD FORTHE PROJECTOF 5 B COMPONENTS A BILLINSTALLATION. OF MATERIALS to � 7. SIMPINSTALLATION:FOR INSTALLATION INTO 2XWOOD FRAMING USE O W 7000 Z pB WOOD SCREWS PERSTMP OF SUFFICIENTIENGTITO 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ACHIEVEI 21NCH MINIMUM EMBEOMENTINTO WOODSUBSTPATE ANCHORED TO PROPERLYTRANSFER ALL LOADSTO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE 6 NAIL FIN:FOR INSTALLATION INTO 2X WOOD FRAMING USE NS WOOD RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR OVERALL SIZE DESIGN MISSILE SJ ~ (NN2 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE ILAINCHMINIMUM THE PROJECT OF INSTALLATION. GLAZING TYPE N EMBEDM ENT INTO WOOD SUBSTRATE. WIDTH HEIFAIT PRESSURE IMPACTRATING tL W 4. THE IPMALIA71ON DETAILS DESCRIBED HEREIN ARE GENERIC AND 9. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, MAY NOTREFLECrACrUALCONDITIONS FORASPECIFICSTTE.IF ixp yWpF INCLUDING BUT NOT LIMITED M STUCCO,FOAM,BRICKVENEER,AND SITECONDITIONS CAUSE INSTALLATIONTO DEVIATE FROM THE 60' 72 610867 1.60/-70 PSF SMALLALAR6ESIDING. REQUIREMENTS DETAILED HEREIN,A UCENSED ENGINEER OR MISSILE IMPACT ARCHTTECrSHALL PREPARE SITE SPECIFIC DGCUMENTS FOR USE 96• 7p 62,6300.64 -ISS PSF 10.INSTALUATON ANCHORSANDASSOCIATED HARDWAREMUSTBEI,AD E WITHTH6 DOCUMENTIN NON.HVHLAREAS.IN HVHZARE'AS,ONE J OFCORROSION RESISTANTMATERIALOR HAVEACORROSION RESISTANT TIMEPRODUCTAPPROVALTO BE OBTAINED FROM MIAMI-DADE COATING. PES' Z < m IL FOR HOLLOW BLOCKAND GROUT FILLED BLOCK,DO NOTINSTALL S. APPROVED IMPACT PROTECIWESYSTEM 15 NOT REQUIRED ON THIS STAL IN ILLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS PRODUCT IN ARES REQUIRING IMPACT RESISTANCE MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO !4Q-••.•!••• FACE SHELL OF BLOCK. S. WINDOW FRAME MATERIAL AURALST®WOOD 12.INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH 7. WINDOW CLADDING MATERIAL ALUMINUM 6063-TS AN OR MANUFACTURER'S INSTALLATION INSTRUCTIONS,ANDU:- r ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS S. IN ACCORDANCE WITH THE CURRENT FBC,DISSIMILAR METALS THAN THE MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR INCLUDING FASTENERS THAT MAYCOME INTO CONTACTWITH �G: MANUFACTURER. ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED INSEC %i vSY•,• •• 13.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTSHEREINAREBASED ��j'y••*FP�Q ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 9. IN ACCORDANCE WITH CURRENT FM SECTION 2411 WOOD A WOOD-MINIMUM SPECIFIC GRAVITY OFO.55. COMPONENTS SHALL HAVE BEEN PRESERVATWETREATED OR SHALL I m11 W B.CON CRETE-MINIMUM COMPRESSIVE STRENGTH OF3000 PSI. BE OFA DURABLE SPECIES AS DEFINED IN SECTION 2326. F <F C GROAT-FILLED CMU-UNIT STRENGTH CONFORMSTO ASTM CAO WITH 10.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04 GLASS 00 _= w Z MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AND GROUT O p V CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE CHARTS.SEE SHEET 4 FOR GLAZING DETAILS. DW6 STRENGTH MPsl. Digitally signed by Hermes F.Norero,P.E. J W014 4. D.HOLLOW BLOCK CMU-UNRSTRENGTH CONFORMS70 ASTM CAO WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. Reason:I am approving this document Date:2014.OS.22 08.42:14-04'00' SHEET. 1 OF 5 UNIT MAX WIDTH 96• NOTE: 7■� T�,7�� SASH MAX WINDOW WiDT}I(W)AND HEIGHT JE WIDTH 94}• � (H)ARE wmRCHANGEAGLE FOR ALL ° n SIZES SHOWN HEREIN NOT TO D.LO MAX EXCEED MAXIMUM TESTED SQUARE WIDTH 91 FOOT AREA. a ix rws, cm 3 ,ma:em UNLT � MAX HEIGHT 1 T 41- z m i 7z• SASH MAX C^ L E H p r a w u 3 3 O< ym< HEIGHT D.LO.MAX HEIGHT < j i n 67k mWa < H a m A 3 m TYPICAL ELEVATION Z � y W HO o MW MAX. 16.ar MAX. a.00'MAX. O.L.,TYP. 6•FROM O.L.,TYP, 4•FROM O.C.,TVP. 4°FROM CORNER,TYP. CORNER,TVP. CORNER,TYP. W N CC a a 7ld > o Z < m .0. .'r14.00°MAx 16.00'MAX .� 8.00°MAX O.C.,TYP. O.C.,TYP. O.C.,TYR ��f��,••( ••, . 1HSTALLATION N r INSTALLATION INSTALLATION H ANCHOR,TYP. ANCHOR,TYP. ANCHOR,TYP. y 6°FROM 4•FROM 4°FROM i�,��y•*PR��p� CORNER,TYP. CORNER,TYP. CORNER,NP. m ANCHOR LAYOUT ANCHOR LAYOUT ANCHOR LAYOUT ti x <z Z STRAP MSTALLATION THROUGH FRAME INSTALLATION NAIL FIN INSTALLATION c a DWG# JW014 SHEET: 2 OF G CONCRETE/MASONRY 11/2'MM BY OTHERS EMBEDMENT #8 WOOD SCREW JELD;WEN INSTALLATION ANCHOR A,'.• 1•. 2X WOOD BUCK +•a' 3/4"MIN 3/4"MIN.EDGE DISTANCE BY OTHERS EDGE DISTANCE 1/4'MAX. EXTERIOR FINISH SHIM SPACE •"'�""HO°i°°�'F'A°° BY OTHERS 1/4°MAX SILICONE SEALANT SHIM SPACE BY OTHERS ••• 6 3 4 16 CAULK BETWEEN ° m ^ CONCRETE/MASONRY 6 2X 2 WOOD BUCK BY OTHERS p iJ 25 1 INTERIOR 15 O.A. 12 `' 11/2'MIN. HEIGHT 9 EMBEDMENT c C mQ a .v.• 5 pi 14 6 12 4 < mwa 2#8 WOOD SCREW w () DEI.uL�SG HE INSTALLATION ANCHORS � dsn � 5 EXTERIOR INTERIOR • (2)#8X3/4°WOOD SCREWS �u FROM STRAP TO FRAME < ZX WOOD BUCK m g VERTICAL SECTION �; . Br OTHERS m 3 HEAD-2X WOOD BUCK CRS OCRETE/ESTE MASONRY �N7 NAILFIN INSTALLATION,TYP. 5Y OTHEESEALANT BETWEEN Z y 6 2X WOOD BUCK EXTERIOR INTERIOR SEE GLAZING 9 7 1 BY OTHERS O DETAILS,SHEET EXTERIOR EXTERIOR FINISH ((� SEE GLAZING BY OTHERS H DETA1.'EE SHEET O.A. SILICONE SEALANT �' S 10 5 12 2 NOTE:IX WOOD BUCK UNIT BY OTHERS W w S LL BY OTHERS IS OPTIONAL WIDTH I O•A. B FOR MASONRY APPLICATIONSo t UNIT HORIZONTAL SECTION a HEIGHT 11 3 JAMS-2X WOOD BUCK a�'t STRAP INSTALLATION,TYP. 15 Z < m 1 L4'MAX 0 SHIM SPACE :tvQ•,,.•�•• SILICONE SEALANT BY OTHERS MM (- EXTERIOR FINISH •�: .•" EMBEDMENT tG•.-• ,y CONCRETE/MASONRY BY OTHERS w r L 3(LL ' • 3/16'ITW TAPCON N m m y 21/2'MM < h =2 u2 """"' EDGEDISTANCE TALLATION ANCHOR A VERTICAL SECTION DWG# 3 SILL-CONCRETE/MASONRY JW014 THROUGH FRAMEINSTALLATION,TYP. SHEET: 3 OF 5 I.O.A.INSULATED GLASS 17/32°O.A.INSULATED GLASS CONSISTING OF: CONSISTING OF: 5/32'TEMPERED GLASS 1/4'ANNEALED GLASS � 1/2' AN SPACER 7/16° SPACER JE1.1I 7Y 1'+1\. EXTERIOR 5/32'ANNEALED GLASS 1/4'ANNENNEALED GLASS rico ava a 000ae 0.090"SGP INTERLAYER BY DUPONT EXTERIOR 0.090"SGP INTERLAYER BY DUPONT DOUBLE SIDED i 5/32'ANNEALED GLASS DOUBLE SIDED i 1/4•ANNEALED 6LA55 WEK FOAM GLAZING \ FOAM GLAZING \ amu'®aarma vum TAPE / \ IS GA.X 0.25'X 1" TAPE / \ IB GA.X 0.25°X I° °"mTM� •p0� "� / STAPLES AT 6"O.C. / STAPLES AT 6'O.C. R° vz°MIN.TYP. / 1/2'MIN.TYP. GLASS SITE INTERIOR GLASS BITE � INTERIOR DOW 899 DOW 899 SILICONE SILICONE GLAZING DETAIL 1 GLAZING DETAIL 2 m R NQ W C D 17/32°O.A.INSULATED GLASS i�=+ CONSISTI46 OF. 9/16'O.A.LAMINATED GLASS v4"TEMPERED GLASS CONSISTING OF: 7/16'SS-D SPACER I{.�1/4°ANNEALED GLASS t N N EXTERIOR �1/4"ANNEALED GLASS I 0.090"ANNEALED 5 BY DUPONT o m 0.090"SGP INTERLAYER BY DUPONT EXTERIOR Tm DOUBLE ,i �\ 1/4"ANNEALE061A55 FOAM GLAZING DOUBLE SIDED TAPE \ 18 GA.X 0.25°X I" FOAM GLAZING / \ 1B GA.X 0.25°X 1' 'z \ STAPLES AT 6'O.C. TAPE , I STAPLES AT 6°O.C. O z w V) r 1/2"MIN.TYP.j 1/2'MIN.TYP. /INTERIOR �Q�I GLASS BITE \ INTERIOR GLASS SITE �✓ Lu in 3 DOW 899 DOW 899 wa SILICONE SILICONE t GLAZING DETAIL 3 GLAZING DETAIL a I'O.A.INSULATED GLASS Z m CONSISTING OF: 1/8'ANNEALED GLASS 1/2: S- SS-D SPACER EXTERIOR DW ANNEALED GLASS O •.•.i....•.`�a 0.09W PVB INTERLAYER BY DUPONT ^ DOUBLE SIDED i 1/8'ANNEALED GLASS FOAM GLAZING \ O1s TAPE / \ 1B 6A.X 0.25°X 1" STAPLES AT 6'O.C. '�'•••• �� I I '�'�d,,�y•#PROS+4 � N m �'u m� '�n 1/2'MIR TYP. �\ / z x N Z GLASS SITE INTERIOR 0 30 DOW 899 FOR INSTALLATION ABOVE 30 FT.ABOVE GRADE IN D W6#: SILICONE GLAZING DETAILS MUUSTBESFETYGIAZEDORCIRING IMPACT OVERED BYANTANCE,ALL� JW014 PROTECTIVE SYSTEM PER FOC SECTION 24113.3.7. SHEET: A OF BILL OF MATERIALS ITEM NO. DESCRIPTION PART NUMBER MATERIAL MANUFACTURER O FRAME CLADDING O HEAD d SILL JELD-wEN• 1 FRAME CLADDING VH-53639 ALUMINUM JELD-WEN ALUMINUM 6063-T5 WOOD 2 HEAD/SILL CA0153HJ WOOD JELD-WEN 3 SIDE JAMB CA01775T WOOD JELD-WEN �r� 1219° 4 JAMB EXTENDER CA260AJE WOOD JELD-WEN D'D 2197' II No 5 GLAZING STOP CA02785P WOOD JELD-WEN I f-- 2.938• .4 6 SASH STOP CA03115P WOOD JELD-WEN 2.414" 7 RAIL/5TILE CA0152RA WOOD JELD-WEN O SIDE JAMB O JAMB EXTENDER 8 BOTTOM RAIL -- WOOD JELD-WEN WOOD WOOD 9 TOP RAIL/STILE CLADDING VH-49545 ALUMINUM JELD-WEN 7� 0.656• a 10 BOTTOM RAIL CLADDING — ALUMINUM JELD-WEN 1.219° c u o 11 SASH SETTING BLOCK LA0106M5 WOOD TELD-WEN 2.938• -_T 1.159• 12 SASH BRACKET AC-258 STEEL TELD-WEN 13 NOT USED — — - O GLAZING STOP O SASH STOP < " N 14 FRAME WEATHER5TR7P 12261 POLYETHYLENE 7ELD-WEN 5 WOOD 0.625° 6 WOOD m 15 SASH WEATHERSTRIP 50468A POLYETHYLENE JELD-WEN 16 20 GA.INSTALL STRAP(10'X 1.5') -- GALV.STEEL JELD-WEN I a.7ez �7 0.625' 2250° L zmz ,n NOTE:ALL WOOD COMPONENTS ARE PRESSURE TREATED AURALAST. O1-4 Z F o O TOP RAIL/STTLE O BOTTOM RAIL O TOP RAIL/STILE CLADDING 10 BOTTOM RAIL CLADDING H a WOOD WOOD ALUMINUM 6063-T5 ALUMINUM 6063-T5 >Lu 5 0.875° 0.060° PL. ��jjJ a 1.469' 1.500' IL► 0.060' I I� 2.041' 2.04 0.923' _4 �+I 0.563' Z < m 11 SASH SETTING BLOCK 12 SASH BRACKET 14 FRAME WEATHERSTRIP 15 SASH WEATHERSTRIP 16 20 GA.INSTALL STRAP ^ � WOODSTEEL POLYETHYLENE POLYETHYLENE GALV.STEEL 0.413' 'n? �1 0.124° 1370' 0 0 0 0 1.500' �i�b�-•... .••F'9. 0.720° T:iT o 0 0 0 t y N T 1.779' � _T w WNy _� 0 O V N Z DWG#: JW014 SHEET: 5 OF 5 BUILDING DROPS 398 E. Dania Beach Blvd. Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Custom Clad In-Sash Fixed Casement Window for Florida Product Approval Deport No. 2857 Current Florida Building Code Method: 1 —D (Engineering Evaluation) Category: Windows Sub — Category: Fixed Product: Custom Clad In-Sash Fixed Casement Window Material: Wood (Auralast@)w/Aluminum 6063-T5 cladding Product Dimensions: 96"X 72"(Max.) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: ` ��ES F. �'' ♦ •'•� - .sj 'ice Hermes F. Norero, P.E. 'ZZ'�-� • . 0 Florida Professional Engineer#73778 Date:04/11/2014 Contents: T T 44/ Evaluation Report Pages 1—4 ��i F G� �`♦ Installation Details Pages 5 Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document Hermes F. Norero, P.E. Date:2014.06.03 07:17:04-04'00' Florida No.73778 BUILDING DROPS Date: 04/11/2014 A Perfect Solution in Every Drop Report No: 2857 Certificate of Authorization:29578 I Manufacturer: JELD-WEN,inc. Product Category: Windows Product Sub-Category: Fixed Compliance Method: State Product Approval Method (1)(d) Product Name: Custom Clad In-Sash Fixed Casement Window 96"X 72" (Max.) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,inc. based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW014,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 5. Site conditions that deviate from the details of drawing JW014 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions JW014 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Date: 04/11/2014 Certificate of Authorization:29578 Report No: 2857 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association.(FBC Organization#QUA2515) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory,Inc. (FBC Organization#TST9341) Report#:SJW2011-028-TAS, Report Date:08/22/2011 Report#:SJW2012-105-TAS, Report Date:08/07/2012 Report#:SJW2012-106-TAS, Report Date:08/07/2012 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization#: QUA2515) 3. Miami-Dade RER Product Control Section-NOA Butacite PVB Interlayer by DuPont 4. Miami-Dade RER Product Control Section-NOA SentryGlas Interlayer by DuPont Hermes F. Norero, P.E. Florida No.73778 Page 3 of 5 //MA\\ BUILDING DROPS A Perfect Solution in Every Drop Date: 04/11/2014 Certificate of Authorization:29578 Report No: 2857 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed,or when directly to concrete or masonry, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Anchor Strap Installation: A. For two by(2X)wood buck substrate, use two(2)#8 Wood Screw type installation anchors per strap of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. Nail Fin Installation: A. For two by(2X)wood buck substrate,use#8 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. Refer to Installation Instructions(JW014)for anchor spacing and more details of the installation requirements. Design Pressure: Size Glass Type Design Pressure 60"x 72" G1 or G5 +60/-70 PSF 96"x 72" G2, G3,or G4 +60/65 PSF Hermes F. Norero, P.E. Florida No.73778 Page 4 of 5 BUILDING DROPS 1/2014 A Perfect Solution in Every Drop Date: 0 Certificate of Authorization:29578 Report N0o:: 2 288577 Installation Method JELD-WEN, inc. Custom Clad In-Sash Fixed Casement Window 16.00"MAX. 8.00"MAX. O.C.,TYP. 4"FROM O.C.,TYP. 4"FROM (�CORNER,TYP. �CORNER,TYP. V. � .0. 16"MAX. 8.00"MAX. O.C.,TYR O.C.,TYP. 5 7INSTALLATION INSTALLATION —ANCHOR,TYP. ANCHOR,TYP. 4"FROM 4"FROM CORNER,TYP. CORNER,TYP. ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME INSTALLATION NAIL FIN INSTALLATION 14.00"MAX. O.C.,TYP. 6"FROM 1 CORNER,TYP. 11O" 14.00"MAX. O.C.,TYP. INSTALLATION ANCHOR,TYP. 6"FROM CORNER,TYP. ANCHOR LAYOUT STRAP INSTALLATION Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 s JELD-WEN, inc. ELhIWEN CUSTOM COLLECTION ALUMINUM CLAD J�`�RowS INYEOMT:M A550m�6 WOOD MULLION ASSEMBLIES INSTALLATION NOTES: GENERAL NOTES: 1. ONE(1)INSTALIATIONANCHOR ISREQUIRED ATEACH ANCHOR 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED R e LOCATIONSHOWN. TOCOMPLY WITH THE STH EDITION FLORIDA BUILDING CODE(FBC), F Z 7E EK0.UDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE �� F 2. THENUMBEROFINSTALLATIONANCHCRSDEPICEDISTHEMINIMUM FOLLOWING: F, 9 NUMBEROFpNCHORS TO BE.USED FOR PRODUCT INSTALLATION OF THE • AAMA/WDMA/CSA 101/1S.2/A44D05F MAKIMUM SIZE LISTED. • AAMA 45010 m TABLE OF CONTENTS u /a 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF Z. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY 21/2INCH(I.E.,WITHOUf CONSIDERATIONOFTOLERANCES).TOLERANCES AND 2X FRAMING ASA MAIN WIND FORCE RESISTING SYSTEM SHEET REVISION SHEET DESCRIPTION ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TOTHE NEXT. CAPABLEOFWITNSTANDING AND TRANSFERRING APPLIED F PROD UC LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF B INSTALLATION&GENERAL NOTES 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD THE ENGIN EER OR ARCHITECT OF RECORD FOR THE PROJECT OF REMARKS BY DATE BEARINGSHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. INSTALLATION. 2 B VERTICAL MUWON ASSEMBLIES:CA5EMEW(1) LWDPRDH4ALT,RlSTA11 M0315.15 SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL 3 B VERTICAL MULLION CASEMENT(Z) BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. IX AND ZXBUCKS (WHEN USED)SHALL BE DESIGNED AND STH E0.T84mDE4HANGE SM fl1A15 ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 4 B HORIZONTAL MUWON ASSEMBLIES:CASEMENT(1) 6TH FBLm0F b41xGE a 43L1] S. NAIL FIN:FOR I NSTALLATION INTO 2X WOOD FRAMING USE SO ROOFI NG STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE NAILS OF SUFFICIENT LENGTH TOACHIEVE 1112 INCH MINI MUM RESPONSI SILTY OF TH E ENGINEER OR ARCHITECT OF RECORD FOR 5 B HORIZONTAL MULLION ASSEMBLIES:CASEMENT(2) EMBEDMENTINTO WOOD SUBSTRATE. THE PROJECT OF INSTALLATION. 6 B VERTICAL MULLION ASSEMBLIES:DOUBLE HUNG 5. TH ROUGH FRAM E:FOR I NSTALLATION INTO ZX WOOD FRAM ING USE MIO 4. THEINSTALLATION DETAILS DESCRIBED HERE]N ARE GENERIC AND 7 B HORRONTALMUWON ASSEMBUES:DOUBLE HUNG WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF EMB EDMENTINTO WOOD SUMRATE. SITECONDRIONS CAUSE INSTALLATION TO DEVIATE FROM THE 8 B VERTICAL&HORIZONTALSECTIONS(1) REQUIREME WS DETAILED HEREIN,A LICENSED ENGINEER OR 4a%!4gf'IMiiM9{F-Horan.P.E 7. THROUGH FRAME:FOR INSTALLATION INTO CONCRETE OR MASONRY USE ARCHITECT S HALL PREPAR E SITE SPECIFIC DOCUM ENTS FOR USE 9 B VERTICAL S,HORIZONTAL SECTIONS(2) +EH d<Ki1YPment 161NCHOIAMETER M TAPCON INSTALLATION ANCHORS OF WITH THIS DONMENT IN NON-HVHZ AREAS. 10 B MULLION CONNECTION DETAILS Q- SUFFICIENT LENGTHTOACHIEVE 11/4 1NCH MINIMUM EMBEDMENT ��YfI+ INTO'ODD SUBSTRATE. 5. APP ROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED FOR 11 B TABLE I:DESIGN PRESSURE RATINGS-CASEMENT(1-WAY) �: THIS PRODUCT IN WINO BORNE DEBRIS REGIONS ZONE 30R LESS. ? 7 S. ANCHOR STRAP:FOR INSTALLATION INTO 2X WOOD FRAMING USE(2108 INDIVIDUAL WINDOW UNITS MUST BE IMPACT RAEDEA W� 12 B TABLE 2:DESIGN PRESSURE RATINGS-CASEMENT(2•WAY) CIS• -1 WOOD SCREWS PER STRAP OF SUFFICIENT LENGTH TO ACHI EVE 11APPLICABLE. 13 B TABLE 3:DESIGN PRESSURE RATINGS-DOUBLE HUNG(1•WAY) ;- TTr -^GC` INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 6. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FORTHIS O -CQ�U 14 B TABLE 4:DESIGN PRESSURE RATINGS-DO HUNG(2•WAY) ,SS = 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, PRODUCT IN WINO BORNE DEBRIS REGION ZONE 4. �j�` '• •' INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND S SIDING. 7. FRAME MATERIAL'PRESSURE TREATED PINE WITH AURALAST® 11111 A 00% 1•w.jat.�unva 30.INSTALLATION ANCHORS ANDASSOCATED HARDWARE MUST BE MADE S. CLADDING MATERIAL'ALUMINUM 6063-75 OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. LVL MULLION COMPLIES WITH APPLICABLE STANDARDS SET FORTH IN CHAPTER 23 OF THE CURRENT FBC. FL 11: �L C ••�� 11.FOR STAILLATION HOLLOW BLOCK AN D GROUT FILLED BLOCK,DO NOT INSTALL FL15H61 INANCHORS INTO MORTAR JOINT S.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. DATE: 08.31.•17 e p 12.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH L DWG �HHFN ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND CC ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGT14S LESS SCALE: NTS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR A { MANUFACTURER. DWG-M: JW054 t13,INSTALLATION ANC H01CAPACITIES FOR PRODUCTS HEREIN ARE BASED SHEET: ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: �I A WOOD-MINIMUM SPEOFICGRAVITYOFQSS. ,Ill B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C.CML-STRENGTH CONFORMANCE TO ASTM C90. OF 14 3 SEEMUWON SEE MULLION SEEMULLION SEE MULLION SEE MULLION SEE MULLION SEE MULLION CONNECTIO NOTE 2 CONNECNO SEE MULLION ONNECOON CONNECTIO /—CONNECTION CONNECTION ONNECION CONNECTION " NOTES NOTE 1NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 T7']—TA EN. $ —NDOOWS TfDOORSs Lmwumx•vExamH EH:I6s]I asssssaN�n 364s.ss SEE MULLION yf c¢ `s SEEMULUON SEE MULLION SEE MULLION ONNECION CONNECTION NOTE 3 CONNECTION NOTE 3 CONNECTION NOTE 3 NOTE 3 ISH Ci DIRECT SET-DIRER SET C2 IN SASH-IN SASH(GEO) C3 IN SASH GEO-DIRECT SETC4 DUAL CASEMENT FIXED QQ&g z g 2 VFNDGl MOWON Z NFAIIGlMOWON VFFfIGINDDnx V[IDIW MUWON 8gy�y 3 a o m SEE MULLION SEE MULLION SEE MULLION SEE MULLION SEE MULLION SEE MULLION SEE MULLION SEE MULLION .. Z a CONNECTIO CONNECNO /—CONNECTION CONNECTIO CONNECTIOfEMULUON NNECNON \ CONNECTION NOTE 2CONNECTION NOTE 2 9 NOTE 1 NOTE 1 NOTE 2 NOTE 1 NOTETE 2 F REMARKS BY DATE LVLOfrtgN&pLT,INSfpLL NR1315.33 SEH E0.FECCODECHANGE SM 830.15 6TH-03DEC—E CL B3L1) Ymnu6� G61meb 1W Av SEE MUWON SEEMULLION SEE MUWON NNECION NMv�Emr� CONNECTION NOTE 3 CONNECTION NOTE CONNECTION NOTE NOTES ``LILLEIETl3Tp C5 ASEMENT FIXED IN SASH C6 CASEMENT FIXED-DS C7 AWNING-AWNING C-- xEAWNING-AWNING FIXED ;� ES vEmuLMuwox slvwLMuwox vomOuruugx varcALxuwon `��tV�••"' :F,pO��i 7 SEE MULLION SEE MULLION SEE MULLION SEE MULLION CONNECIO CONNECNO CONNECTION NOTE CONNECNONNOTE2 NOTE1 O ....... . 1 MULLION GROUP NOTETABLES ��T CASEMENT 1'&2 ZONALE?G`� S MUWON CONNECTION NOTES v,:rox°ima°t epmcwsNc 1. MULLION FRAMES FASTENED TOGETHER ATTHE INTERIOR USING S°XX° LONG CORRUGATED STAPLES 1°FROM EACH END&3"O.C.ALONG FULL LENGTH OF MU W ON SPAN. FL#: 2. WOOD MULLION COVERS ATTACHED TOMULLION ASSEMBLIES ATTHE FL15861 INTERIOR USING(2)ROWS OF 18 GA X 1°NAILS 1"FROM EACH END&10° SEE MULLION *SEE MULLION O.0 ALONG FULL LENGTH OF MUWON SPAN. DATE: 08.31.17 IFCONNECLIONNOTE3 MULLIONNOTE3 3. CONT.ALUMINUM EXTRUDEDMUWONCUP ISUSED ATTHEEXTERIOR OWGCL °i HFN p ALUMINUM FRAME CLADDING ON ALL ASSEMBLIES. 2g AWNING-IN SASH GEO Cl AWNING-DIRECT SET YERIIW MVLLON VFINItlLNDI1gN SCALE. NTS DWG.a: JW054 SHEET: OF 14 SEEMUWON SEE MULLION SEE MULLION SEE MULLION SEE MULUON SEE MULLION SEE MULUON SEE MULLION CONNECIO CONNECTIO NNECNON CONNECNO /—CONNECTION CONNECTIOfN NNECTION NOTE1 CONNECTION NOTE2 NOTE NOTE NOTE NOTE2 NOTE NOTE ELD-'YEN sJ ss�», z� E MULLION z °-Ti1 SEE MULLION SEE MULLION SEE MULLION NNECTION o u, o in CONNECTION NOTE 3 CONNECTION NOTE 3 CONNECTION NOTE 3 NOTE 3 u, o C Cl CASEMENT-CASEMENT Cl CASEMENT-FIXED CW Cl CASEMENT-INSASH GEO C1 CASEMENT-DIRECT SET vmnuExuunx vEanuEr,uwoN vEarrnEM—N —L—WON SEEMULUON MULUON GROUP TABLES REMARKS BY DATE CONNECTIO UO SEE MULLION inocroNaur,rtsru� Mu ass.sa NOTES CONNECTION NOTE CASEMENT 1&2 SrN ED,FFGCO[ CHANGE srn am.ss MULLION CONNECTION NOTES 6MiBCOJDEQIINGE a a,vv 1, MULLION FRAMES FASTENED TOGETHER ATTHE INTERIOR USING I°X ° LONG CORRUGATED STAPLES 1°FROM EACH END&3"O.C.ALONG FULL LENGTH OF MULLION SPAN. .vmnm°�mn°T�'um LVLl01NINGSTRIP.SEEMUWON 2. WOOD MULLION COVERS ATTACHEDTO MULLION ASSEMBUESATTHE CONNECTION NOTE 4 INTERIOR USING(2)ROWS OF 18 GA.X 1"NAILS 1°FROM EACH END&10' 111111IITT O.C.ALONG FULL LENGTH OF MULLION SPAN. 3. CONT.ALUMINUM EXTRUDED MULLION CLIP IS USED AT THE EXTERIOR ``��4y,S••° ALUMINUM FRAME CLADDING ON ALL ASSEMBLIES. SEE MULLION 4. OPTIONAL 1°%4-1/2"LVL MULLION. 1' •Z t° �O 9CONNECTIONNOTE3 S. STAPLES ALTERNATED FROM SIDE TO SIDE,3"O.0 ALONG LVL MULLION. C3 CASEMENT-CASEMENT =� rvmnaEEnauwoN ��i T/�T t• lA4N,o�```O FLO.' FL15861 DATE: 08.31.17 R p DwGCL HFN SCALE: NTS -G.R: JW054 SHEET: OF 14 1 JELDrWEN. S SEE MULLION SEE MULLION SEE MULLION SEE MULLION o o,x3 0 NECNON ONNECTION WNOTE2 NNECNON ONNECTION WNOTE2 *WNOTE2 NOTE2 EE MUWON EE MULLIONE MULON SEE MUON.NNEN0. ONNECNONNNECION ONNECNON ZOTE1 OTE1TE1 NOTE ief:alm raros-imwl snxa ULU + sass ail: e CO NECNOSEE N CO NEC IOSEE N CO ESEE MCNON CO NEC IOSEE N S 3a3? 11 ^Y NOTE NOTE NOTE3 NOTES �Bx4 Cl DIRECT SET-DIRECT SET C1 IN SASH-IN SASH GEO Cl DIRECT SET-IN SASH GEO C3 DUAL CASEMENT FIXED b w E NO uMO wN q No�N�lYowoN q H—WAIM—N q NoN®NF.uMo EfQ = <a a $ 4 r= SEE MULLION SEE MULLION SEE MULLION SEEMULLION REMARKS BY DATE ONNECNON ONNECTION ONNECTION ONNECNON ENLOPIIOx eali,ixs)•„ M)1 3.)5.13 NOTE22 NOTE2N0TE2 MED.if000DEC—GE sM 8.X.13 SEE MUWONEE MULLION SEE MULLION SEE MULLION ONNECTIONONNECION NNECNON ONNECTION NOTE 1OTE 1 NOTE 1 NOTE 1 SEE MULLION SEE MULUON SEE MULLION SEE MUUUON CONNECIO CONNECIO CONNECNO CONNECFIO NOTE 3 NOTE 3 NOTE 3 NOTES 1111111113313j, IN SASH-CASEMENT FIXED CZ DS-CASEMENT FIXED C21 Cl AWNING-AWNING CASEMENT-AWNING J��`��r�+•,o �'' q NONaoN).YD�N q NO—M—N q xow mx uYuuun ND3®x uFEuunx r<,Q;• Fp 1°LVLIOINING STRIP.SEE MULLION SEE MULLION CONNECTION NOTEd NOTE2 '-pO C 9P'; MULLION GROUP TABLES ONNECTION CASEMENT 1&2 '�h�FS.. G\�� 9 MULLION CONNECTION NOTES SEE MULLION ONNECTION 1. MULL ICORFRAMES GATEDFASTENED S TOGETHEATTHEINTERIOR USING I FULL NOTES LONG CORRUGATED STAPLES 1°FROM EACH END&3°O.C.ALONG FULL D3E >4 LENGTH OF MULLION SPAN. SEE MULLIOFL p• 2. WOOD MULLION COVERS ATTACHED TO MULLION ASSEMBLIES ATTHE CONNECTION FL1SH�1 INTERIOR USING(2)ROWS OF IS GA.X 1"NAB & S 1"FROM EACH END NOTES O.C.ALONG FULL LENGTH OF MULLION SPAN. CASEMENT-CASEMENT DATE: 3. CONT.ALUMINUM EXTRUDED MULLION CLIP IS USED ATTHE EXTERIOR 08.31.17 ALUMINUM FRAME CLADDING ON ALL ASSEMBLIES. s•xo®xrumYuluox DWG. a HFN 4. OPTIONAL 1°X 41/2°LVL MULLION. S. STAPLES ALTERNATED FROM SIDE TO SIDE,3°O.C.ALONG LVL MULLION. SCALE: NTS DWG.p: JW054 SHEET: 'Tf OF 14 } 3 SSEE MULLION SEE MULLION SEE MULLION SEE MULLION JELD WEN, ONNECTION ONNECTION ONNECTION ONNECTION NOTE NOTE NOTE NOTE2 woraiamn� rvoet mxssa�uss SEE MULLION EEMULUON SEE MULLION SEE MULLIONN"ms_ ONNECUONONNECNON ONNECTION ONNECTION vH.ss�uo- NOTE1 OTE 1 NOTE 1 NOTE 1 Z SEEMULUON SEE MULLION SEE MUWON SEE MULUON CONNECTIO CONNECTIO CONNECNO CONNECTIO y p yO NOTE NOTE NOTE3 NOTE Sm�f o Rye C2 AWNINGFIXED-AWNING C2 IN SASH GEO-AWNING /C-RN DIRECT SET-AWNINGC2 CASEMENT-CASEMENT Ho—mu— H—UL—WON HOMtMuunx HOn®NruM—N 3 3' o_ o ° e�nm 3 � a SEEMULU N SEEMULUON SEE MULLION SEE MULUON MARKS BY DATE ONNECTION ONNECTION ONNECTION ONNECTION MOMONa ,iNsrnu. L NOTE2 2 NOTE2 NOTE2 s ..FXWDEC E SEE MU WONEE MULLION SEE MULLION SEEMULUON ONNECTIONONNECNON ONNECNON ONNECf1ON NOTE 1OTE 1 NOTE 1 NOTE1 SEE MULLION SEE MULLIONSEE MULUON SEE MULUON s°piw' mae n°miro CONNECTIO CONNECTIO CONNECTIO CONNECTIO NOTE 3 NOTE 3 NOTE 3 NOTE 3 `L1L5111 C2 AWNING-CASEMENT C2 FCW-CASEMENT C2 IN SASH GEO-CASEMENT �DIRECT SET-CASEMENT �100,eSF. HOH01M4MOWON 5 HORltdMHI MOWON 5 X011®MAIYVWON NOII®MAIMUBION ` Z�((�'•. • • 0 ' *: 7 *� MULLIONGROUP TABLES 9;• T T j CASEMENT 1&2 'i FS•••••• ••��G`� MULLION CONNECTION NOTES Ti 1. MULLION FRAMES FASTENEDTOGETHER ATTHE INTERIOR USING I°Xw LONG CORRUGATED STAPLES 1°FROM EACH END&3°O.C.ALONG FULL LENGTH OF MULLION SPAN. FL#: 2. WOOD MULLION COVERS ATTACHED TOMULLIONASSEMBLIES ATTHE FL15861 INTERIOR USING(2)ROWS OF 18 GA.X 1°NAILS 1°FROM EACH END&10° 6 O.C.ALONG FULL LENGTH OF MULLION SPAN. 3. CONT.ALUMINUM EXTRUDED MULLION CLIP IS USED AT THE EXTERIOR DATE: 08.31.17 >: ALUMINUM FRAME CLADDING ON ALL ASSEMBLIES. p DWGCL ' BY SCALE: NTS 5 DwG. JW054 SHEET: OF 14 a 1 SEE MULLION SEE MULLION SEE MULLION SEE MULLION SEE MULLION SEEMULUON SEEMULLION SEE MULLION CONNNOTE CONN NOTE ONNECf10N CONN NOTE -CONNECTION CONN NOTE --CONNECTION E. 7']iATL+AT NOTE1 CONNECTION NOTE2 NOTE1 NOTE2 NOTE NOTE2 NOTE NOTE2 JL.iFl7 �>/1:..1\ 100fG1&III Mry ssmiLms n:ssl xs.saes Za d Z � »zi -0 t 3m ��ix L7.-ne SEE MULLION 7�fg z' E SEE MULLION SEE MULLION SEE MULLION ONNECION �El CONNECTION NOTE CONNECTION NOTE CONNECTION NOTE NOTES ai a m m Dl DIRER SET-DIRECT SET D2 DH-IN SASH ED) D3 DH FIXED-IN SASH GEO D4 DH-DIRECT SET > m wm T,MuwGN NE"Nu M woN r mmmu— rEanA.��N ai SEEMULLION SEE MULLION SEE MULLION SEE MULLION SEE MULLION SEE MULLION SEE MULLION a SEE MULLION F CONNECTIO CONNECNO -CONNECTION CONNECTIO -CONN ON CONNECTIO --CONNECTION NOTE' CONNECTION NOTE2 NOTE NOTE2 NOTE2 NOTE NOTE NOTE REMARKS BY DATE LVLOPEION&ALT,INSTALL MTl 115.13 STN E0.F3CCG[IE[HA11GE SM&10.15 6M FBCCDOECNANGE d&311] E MULLION SEE MULLION SEE MULLION SEE MULLION tSE NNECTION CONNECTION NOTE 3 CONNECTION NOTE 3 CONNECTION NOTE 3 _ NOTE3 DS DH FIXED-DIRECT SET D5 DUAL DOUBLE HUNG D7 DOUBLE HUNG-DH FIXED DS DH FIXED-DH FIXED _Tt vumuLMuwoN vEnnuLMuwoN vomuLeeuwox veerrcAL&nauon :P'. TAT x MULLIONGROUP TABLES SEEMLLION SE MULLCONNENNECTION ... '00G``� DOUBLE HUNG 3&4 NOTES $rCOE..N TE 2 " °i MULLION CONNECTION NOTES L 1. MULLION FRAMES FASTENED TOGETHER ATTHE INTERIOR USING I"Xw FL N: LONG CORRUGATED STAPLES I°FROM EACH END&3"O.C.ALONG FULL F L15861 LENGTH OF MULLION SPAN. 2. WOOD MULLION COVERS ATTACHED TO MULLION ASSEMBLIES ATTHE DATE: 08.31.17 R INTERIOR USING(2)ROWS OF 18 GA.X 1"NAILS 1"FROM EACH END&10" J? O.C.ALONG FULL LENGTH OF MULLION SPAN. DWGCL IBy 3. CONT.ALUMINUM EXTRUDED MULLION CLIP IS USED ATTHE EXTERIOR ALUMINUM FRAME CLADDING ON ALL ASSEMBUES. L JOINING STRIP.SEE MULLION SCALE: NTS 4. OPTIONAL 1"X 4-1/2"LVL MULLION. ECTION NOTE 4STAPLES ALTERNATED FROM SI DE TOSIDE,3"O.C.ALONGLVLMULLION. ULLION DWG.N: 1W054 CONNECTION NOTE 3 SHEET: ISllb1 DUAL DOUBLE HUNG 6 a•vomulinuuunn OF 14 i a MrwErr SEE MULLION SEE MULLION SEE MULLION NNEC ION ONNECUON ONNECNON IooNwn]NAVEroan� NOTE 2 NOTE 2 NOTE 2 SEE MULLION SEE MULLION SEE MULLION Z NNECTION ONNECTION ONNECTION 99 NOTE 1 NOTE 1 NOTE 1 El o f 5EEMULUON SEE MULLION SEE MULLION �w Call, CONNECTIO CONNECTIO CONNECTIO NOTE NOTE NOTES 17zn3 IN SASH GEO-DIRECT SET "<� D9 1 IN SASH GEO-DH FIXED 16-1 1 DIRECT SET-DH � s s NOW2OMA U—N E ISM m 7 xoA®N A m N aN xGx®N].ru�N 7 e 8=w m m� K J&N EE MU WON jjWNOTE EEMULLION REMARKS BY DATE SEE MULLION ONNEWON ONNECTION Lvio O-AET,wsrAu. Mn—u ONNECTION OTE2 2WNOTE1 OTE2STNED.i[CCOOECHANGE sM e.]nu EE MUWON EE MULLION EE MULLION ONNULLION ONNECTION ONNECTION NOTE 1 NOTE 1 "^�� SEE MULLION SEEM ULLION i.um14xciro�irm�rN°�� SEE MULLION CONNECTIO CONNECTIO CONNECTIO NOTE 3 NOTE 3 .ux><rwanm NOTE 3 \\11111111!/// DIRECT SET NDHFIXED 1 DH TRANSOM DH DH FIXED-DOUBLE HUNGPs ..--..Wo.oNxox� MO A®N A 7 1"LVL JOINING STRIP.SEE MULLION MUWONGROUP TABLES •C P.G\=�� CONNECTION NOTE4 SEE MULLION �i�tCs ......•' 4WNOTE1 ONNECTION NOTE 2CTION DOUBLE HUNG 3&4 i�2/itO A�n�\5�� OTE 2 MULLION CONNECTION NOTES EEMULUON SEE MULLION 1. MULLION FRAMES FASTENED TOGETHER ATTHE INTERIOR USING S"XYi° Nn 3 ONNECTION ONNECTION LONG CORRUGATED STAPLES 1"FROM EACH END&3"0.C.ALONG FULL FLM: �r - c�F NOTES WOOD OFMONCOVE SA FL15861 2. WOOD MUWON COVERS ATTACHED TO MULLION ASSEMBLIES ATTHE SEE MULUON 5EE MU W ON INTERIOR USING 12)ROWS OF 18 GA X 1"NAILS 1"FROM EACH END&10° CONNECTIO CONNECTIO O.C.ALONG FULL LENGTH OF MULLION SPAN. DATE: 08.31.17 NOTES NOTE 3. CONT.ALUMINUM EXTRUDED MULLION CUP IS USED ATTHE EXTERIOR DWG.BV; CHK.By 1 ALUMINUM FRAMECIADDINGONALLASSEMBLIES. CL WN DH FIXED-DH FIXED 161 DH TRANSOM-DH 4. oPTIONALPX41/2 LVL MULLION. NOA®NiuMMON \•xowmNnEEviwwwN 5. STAPLES ALTERNATED FROM SIDE TO SIDE,3-O.C.ALONG LVL MULLION. SCALE: NTS owG.a: 11AI054 SHEET: OF 14 3 a �I 3/4°MIN. CONCRETE/MASONRY 11/2'MIN. EDGE DISTANCE BY OTHERS EMBEDMENT 1/4°MAX. CAULK BETWEEN JELDVEN SO ROOFING NAIL SHIM SPACE CONCRETE/MASONRY&2% INSTALLATION ANCHOR 4a: ! WOOD BUCKBYOTHERS �• 3/4°MIN. INTERIOR 2%WOOD BUCK MFwmAlxxD 2X WOOD BUCK .4.4 3/4'MIEDGE ISTANCE 4_ BYOTHERS px:Isstlasl-stso lx(ssal saws BY OTHERS SO ROOFING NAIL INSTALLATION EXTERIOR FINISH ANCHOR BY OTHERS 1/4 MAX. • CONCRETE/ MASONRY SILICONES EALANT SHIMSPACE gg Z ..... f BY OTHERS y < a BY OTH TYPICAL WINDOW y .t b 0 00.:: UNIT(SEE NOTE 2) 11/2"MIN. 22 io Z3S3 33DA EMBEDMENT p c4 G 0 3 a ,•e; OA yy UNIT HEIGHT m / 3 L m / PICAL TNIT(SEW NDOWNOTE CAU 2XWOOD Z d UNIT(SEE NOTE 1) IN&ZX WOOD BUCK BYOTHERS INTERIOR EXTERIOR EXTERIOR ~ CA. ERIOR FINISH REMARKS BY DATE UNIT BY OTHERS FYLOPIIDN&ALT,INSTALL MN 115.13 WIDTH SIUCONE SEALANT BY OTHERS STND.EFNCCDDE CHANGE SM 81435 VERTICAL SECTION HORIZONTAL SECTION \ FB WDE�HANGF Da �'t" 8 HEAD-ZXwDODBUCK 8 IAMB-2XWOOD BUCK TYPICAL FOR ALL FRAMES TYPICAL FOR ALL FARM ES Na,p�ilx�o4tw�a�mi� EXTERIOR INTERIOR \,\1111111111!!!7] TYPICAL WIN DOW ��`��$�. O•F,P��ji UNIT(SEE NOTE I) Z` WINDOW UNRINSTAl1ATION NOTES � 7 UNIT FOR WINDOW UNTTSHOWN ON THIS SHEET IS TYPICAL AND SHALL BE USED T T 0; HEIGHT FOR DIAGRAMMATIC PURPOSES ONLY.ALL FRAMES AND COMPONENTS SHOW O SHEETS 2-7 ARE QUALIFIED UNDER THIS APPROVAL -sA ••.•( P;'47�� 2. ALL UNITS UNDER THMAPPROVAL SHALL BE INSTALLED THROUGH THE i'n� ......... NAILSSPACEDBO'O.GON THIS SHEES USING 1-1/2'LONG SO ROOFING 7NALOR 114 MAX. HIM SPACE TOTALLED THROUGH FRAME OR ANCHOR STRAP,AS SHOWN ON SHEET 9, WITH QUANTITIES AS SPECIFIED IN DETAIL G/9. 3. SPECIFIC ASPECTS OF THE UNITS BEING MULLED TOGETHER(GLASS, ( SIUCONESEAIANT SEALANTS,HARDWARE,ETC.)SHALL BE AS SHOWN UNDER SEPARATE : BY OTHERS APPROVAL FL R: aur EXTERIOR FINISH F L15861 BY OTHERS SO ROOFINTHIM 4, 3/4'MIN. DATE: 08,31,17 " INSTALLATION ANCHOR ` EDGE DISTANCE P CONCRETE/MASONRY ' ,a DWG.BY; CHK BY: BYOTHERS �•• CL HFN EMBEDME NTS EMBEDMENT SCALE. DWG.R: JW054 A VERTICAL SECTION SHEET: 8 SILL-2X WOOD BUCK O TYPICAL FOR ALLFRAMES O OJ14 11/2"MIN. E CONCRETE/MASONRY 21/2°MIN. EMBEDMENT BY OTHERS EDGE DISTANCE 1/4°MAX. 3/16°NW TAPCON SHIM SPACE J�,nDD,ELIfi�YE1�L INSTALLATION ANCHOR 11/4"MIN.WOOD BUCK 4 • INTERIOR p � : � T '•ta � BY IX OTHERS OPTIONAL EMBEDMENT I L. I 1^rT�•µ EXTERIOR FINISH A:� • 4 3/4°MIN.EDGE vN:I6stl lse-ssso rt snl u.uss BY OTHERS 1/4"MAX. �v,x` r DISTANCE Z SILICONESEALANT SHIM SPACE BY OTHERS TYPICALWINDOW •r•. a -� ........... UNIT(SEE NOTE I, ANCHO0. im�L+" 21 ¢�3'5 #10 WOOD SCREW INSTALLATION ^ SHEETS) p.' •' n 2XWOOD BUCK io 1733�a4t BY OTHERSCIA 9 aI G Z € 3 UNIT CAULK BETWEEN HEIGHTCONCREfE/MASONRY&2% �8 m a .r WOOD BUCKBYOS" O TYPICALWINDOW CONCRETE/MASONRYNRY a a UNIT(SEE NOTE I, BY OTHERS SHEETS) ;�FJ(TERIOR FINISH F EKTERIOR INTERIOR EXTERIOORx BY OTHERS REMARKS BY DATE UNIT SILICONE SEALANT MOMONAUT,iNnnU. Mn Iss.ln WIDTH BY OTHERS sw ED.1-Ecw.xDE SM e.aa.0 E VERTICALSECTION nHORIZONTAL SECTION 6HFFC WDECHANGE d 9311) g HEAD-CONC./MASONRY-THROUGH FRAME 9 IAMB-2X WOOD BUCK-THROUGHFRAME _ _ _ TYPICAL FOR ALL FRAMES TYPICAL FOR ALL FRAMES �m m6,mm�xcommi a�oixw� EXTERIOR INTERIOR 11111111111/111 TYPICAL WINDOW UNIT(SEE NOTE 1, SHEEP 7 T.�. o UN" WINDOW WINOOW FRAME JAMB -o FRAME P HEIGHT IAMB IAMB O�•..L P ��/`` FS'•..........• G� FOUR(4)MULLION ANCHORS AT it S/pNALE� 3' 3' EA END OF MULL(HORIL OR VERT.) 111/11 115111 9 1/4'MAX. THROUGH FRAME OR INSTALLATION w.CASU mrs SHIM SPACE CUP,SPACED 3.O.C.MAX FLA: ¢ SILICONESEALANT 3/4"MIN.EDGE By OTHERS DISTANCE F LZ561 f EXTERIOR FINISH 6.00'MAX .OD'MAX DATE: 08.31.17 n BY OTHERS (2)#8 WOOD SCREW ,•4, DWG.BY• CHK.BY: Pa INSTALLATION ANCHORS INSTALLATION STRAP CL HFN PER= • MIN.13 GA X IS"X10° G FRONT VIEW SCALE: NTS CONCRETE/MASEM °MIN. ONRY ' '4 `-' •• h 9 MUWONANCHOR DETAIL DWG.#: JW054 BY OTHERS THROUGH FRAME/INSTAW1T10N CUP EMBEDMENT SHEEP: VERTICAL SECTION g C� SILL-2X WOOD BUCK-ANCHOR STRAP TYPICAL FOR ALL FRAMES OF 14 a MULLIONIlL JE� , I ]OOFWFIH — EN:Isstl ase-s15oNfi16s11�u-snfls Z A 4 ae SECTION A MAWsyr 0 e gF o �s as �?oz �o oo 2"X5"X 25 GA.(0.025')GALVANIZED $ m STEEL NAILING PLATE ACROSS TOP O.A.UNITO.A.UNIT 3 BOTTOM OF FRAME 1-3/8"X6"CLOSED CELL �— WIDTH/HEIGHT WIDTH/HEIGHT Z ia SIDESOFNAIADHESIVE �N GASKET BOTH SECTION A F REAR VIEW OF TYPICAL FRAMEASSEMBLY REMARKS BY DATE NOTE 7-70N&ALT,RSERLL MI-13 THE DETAILS AND METHOD OF ASSEMBLYSHOWN ON THIS —ED.FB000GE—GE sm azass MULLION SHEETSHALL BE USED FOR ALL MULLION ASSEMBLIES --GE a a3u1 SHOWN IN THIS APPROVAL REGARDLESS OF FRAME TYPE, 2"X S"X 25 GA.(0.025")GALVANIZED SIZE,OR MULLION ORIENTATION STEEL NAILING PLATEACROSS TOP& BOTTOM OF FRAME if O e o o �`f�.• O�� O O o o 7.•• 0 0 0 0 SECTION B e F� a sa �i lCs••.... NAI- EFLp.�� 1-3/8"X 6"CLOSED CELL F L 15861 — — — — — — — ADHESIVE FOAM GASKET BOTH SIDES OF NAIL FIN DATE: 08.31.17 O.A.UNIT O.A.UNIT DWGCL DH HFN WIDTH/HEIGHT WIDTH/HEIGHT SECTION B SCALE: NTS f TOP/BOTTOM VIEW OF DWG.N. JW054 TYPICAL FRAME ASSEMBLY SHEET: O OF 14 W=ArB TABLE I:ONE WAMU DESIGN ET NSTOM COLERLION ALUMINUM CLAD WOOD CASEMENT PRODUCTMULLION-,,,,_W ( )/2 UNE MULLION B E �j'f S ASSEMBLY TVP. W 8 9 T L �i'�• WIDTH SPAN DESIGN PRESS URE WIDTH'W' SPANT' DESIGN PRESSURE JwLxoowa"oo ona (IN.) (IN.) (PSF) (IN.) (IN.) (PSF) --- ]W f0UR1>„nVENORIx 24 75.0 24 75.0 � BRYPoRi. SSWYln6 30 75.0 30 75.0 j II 1 ME-StSo n:651 iusaas 36 75.0 36 75.0 II 42 18 75.0 42 54 75.0 �I 48 75.0 48 75.0 $ Z 54 75.0 54 75.0 I C 60 75.0 60 75.0 F 0 24 75.0 24 75.0 30 75.0 1 30 75.0 36 75.0 36 75.0 L az za 71.o 42 60 ns 48 75.0 48 68.8 II 8 4 54 75.0 54 66.7 II f o o m 60 75.0 60 726 5.0 I /� 24 75.0 24 75.0 30 75.0 30 75.0 it 36 75.0 36 68.8 F 42 30 75.0 42 66 62.9 j II 48 75.0 48 .9 REMARKS BY DATE 5 L 54 75.0 54 566.4 --- LN.oPEIOx BPLT,IxSEN1 MEI 115.13 60 75.0 60 55.0 G �� 5THE0.FBCCOLIE[HANGE W 836.15 24 75.0 24 75.0 A 0 6fH EEC CODEowxGE a &31.17 30 75.0 30 69.5 8 9 36 75.0 36 61.1 42 36 75.0 42 72 55.5 48 75.0 48 51.6 -°ua-an- 54 75.0 54 48.9 60 75.0 6o 47.1 24 75.0 24 75.0 1 L ```a`RL$EE1L7777�'i 30 75.0 30 62.9 36 75.0 36 55.0 8 9 �```r�•••'••••• �O''� 42 42 75.0 42 78 49.6 48 75.0 48 45.8 * 7 •j 54 75.0 54 43.1 60 75.0 60 40.7 24 75.0 24 66.8OP;: 30 75.0 30 57.4 (C . G� `x ax 7 50 16 48 7s.o az 84 43.9 a "• ,'��,�ONA 1L �.`� 46 75.0 48 39.5 N„..SISll.�oE 54 75.0 54 36.3 60 75.0 fi0 W d NOTES: G FL 0: 5 1. 'ONE-WAY'MULLIONSREFERTOEITHER VERTICAL TWINORHORIZONTAL STACKEDASSEMBUESSIMILAR TOTHOSE 9 FL15861 ( DIAGRAMMED ON THIS SHEET. 2. WINDOWS MAY BE INTERMIXED COMBINATIONS OF FRAMES AS SHOWN ON SHEETS 2-5. DATE: 08.31.17 k MULLION 3. DESIGN PRESSURES LISTED ABOVE SHALL BE AS POSITIVE AND NEGATIVE PRESSURES. p ASSEMBLY,NP. DWG.BY: CHKHFN 4. DES NWINDO U IT. SHALL BE GOVERNED BY THE LESSER OF THE MULLION ASSEMBLY(LISTED IN TABLE)OR INDIMDUAL WINDOW UNIT. ------------- 5. INDIVIDUAL WINDOW UNITS SHALL BEUNDERSEPARATEAPPROVAL Ilr -III SCALE: NTS III III DWG.#: 1W054 III III SHEET: OF 14 a TABLE 2:TWO-WAY MUWON DESIGN PRESSURE TABLE CUSTOM NOTES: COLLECTION ALUMINUM CLAD WOOD CASEMENT PROOUCf UNE 1. TND-WAY REFER TO INTERSECTING 'W �JMF+-Koy eEDa+�• $ WIDTH ' SPAN'L' DESIGN PRESSURE WIDTH'W' SPAN'L' DESIGN PRESSURE WIDTH'W' SPAN DESIGN PRESSURE o.s (IN.) (IN.) (PSF) (IN.) (IN.) (PSF) (IN.) (IN.) (PSF) MUWONS(NEITHER ATOPWCONFIGURATIONS SIMILAR TO THOSE DIAGRAMMED ON THIS SHEET. 24 75.0 24 75.0 24 35.0 2. WINDOWS MAY BE INTERMIXED COMBINATIONS OF FRAMES AS SHOWN ON SHEETS 2-5. 366 75.0 366 75.0 366 35.0 30 75.0 375.0 335.0 3. DESIGN PRESSURES U DTASOVE SHALL BE READ AS lsa n.szl 42 IB 75.0 42 66 70.1 42 120 35.0 POSITIVE AND NEGATIVE PRESSURES. 48 75.0 48 61.4 48 33.8 4. DESIGN PRESSURES SHALL BE GOVERNED BYTHE LESSER Z 54 75.0 54 54.5 54 € OF THE MULLION ASSEMBLY(LISTED IN TABLET OR z� _ h� � 30.0 R 60 75.0 60 49,1 60 270 INDIVIDUAL WINDOW UNIT. yy 5. INDIVIDUAL WINDOW UNITS SHALL BE UNDER SEPARATE m C 3 24 75.0 24 75.0 24 35.0 APPROVAL. wm ngg8 30 75.0 30 75.0 30 35.0 Z F'� Z 36 75.0 36 75.0 36 35.0 42 24 75.0 42 72 64.3 42 144 32.1 z =R 3 48 75.0 48 56.3 48 28.1 54 75.0 54 50.0 54 25.0 E 3 a m 60 75.0 60 45.0 60 22.5 pp 4 m a 24 75.0 24 75.0 F3 6 30 75.0 30 75.0 L F' MU 36 75.0 36 69.2 WON B E ASSEMBLY,TYP. 42 30 75.0 42 78 59.3 8 9 REMARKS BY DATE 48 75.0 48 51.9 54 75.0 54 46.2 -0-p ALT,IESMLL MN 315.13 60 75,0 60 41.5 ,A, G // FD.Fs caoecwE SM aza.ls 24 75.0 24 75.0 9 NFFCmDFcwvwF a a 30 75.0 30 75.0 36 75.0 36 64.3 42 35 75.0 42 84 55.1 ly 48 75.0 48 48.2 � 'P'1°'°'4i6 � 54 75.0 54 42.9 F 60 75.0 60 38.6 1111111111111 24 75.0 24 75.0 •8• 9 1111F. 30 75.0 30 72.0 C ( FES 36 75.0 36 60.0 �I W=(Aa But �41.•,,,.. •FO��_ az az 75.0 az 90 s1.4 48 75.0 48 45.0 LL_ =* T '. 54 75.0 54 40.0 60 75.0 60 35.0 24 75.0 24 75.0 MUWONI W=(A♦81/2 8 e ��0�••,( P;:•=14/x: 30 75.0 30 67.5 ASSEMBLY,TY. '••......36 75.0 36 ••'(2\ 42 48 750 42 96 46.2NA'�%% ` a - t1l1«M.. 4875.0 48 42.2 54 75.0 54 37.5 // i- 60 1 67.5 60 33.8 24 75.0 24 75.0 L- FL p• _ $ 30 75.0 30 64.8 36 75.0 36 54.0 FL15861 42 54 75.0 42 100 46.3 r 48 75.0 48 40.5 L F II DATE: 08.31.17 p 54 66.7 54 36.0 I DWG.BY: CMK.BY: is 75.0 za 75.0 B II CL HFN 30 75.0 30 60.0 l i SCALE: NTS 36 75.0 36 50.0 DwG.s: JW054 42 60 75.D 42 10a 4x.9 L= 48 67.5 48 37.5 SHEET: -- 54 60.0 1 54 33.3 G A D til 60 54.0 60 30.0 �.. 9 8 9 u A B' OF 14 TABLE 3:ONE-WAY MULLION DESIGN PRESSURE TABLE E E CUSTOM COLLECTION ALUMINUM CLAD WOOD DOUBLE HUNG PRODUCT UNE MULLION e 9 WIOTH'W' SPAN'L' DESIGN PRESSURE WIDTH'W' SPAN'l' DESIGN PRESSURE ASSEMBLY,TYP. N' Jw n9�' �Fo- (IN.) (IN.) (PSF) (IN.) (IN.) (PSF) 1a6wuxTHAVEnamn 24 65.0 24 65.0 (- enrvOm,Mn ssaEtxws 30 65.0 30 65.0 0/1 II PN:651 xEH5154 OLlcsx xusms 36 65.0 36 65.0 II 42 18 65.0 42 60 65.0 48 65.0 48 65.0 54 65.0 54 64.9 F 60 65.0 60 .2 II 5� og�a�;A 24 65.0 24 65.0 F II W W� -i3a:a 30 65.0 30 65.0 g i� F w 2 3fi 65.0 36 65.0 L o i l i; 42 24 65.0 42 66 61.2 48 65.0 48 57.4 II S o m^ 54 65.0 54 54.9 I m 60 65.0 60 53.5 II p G (/ 24 65.0 24 65.0 \a 30 65.0 30 65.0 II F 36 65.0 36 59.5 j I REMARKS n BY DATE 42 30 65.0 42 72 54.0 I 48 65.0 50.2 L. L 54 65.0 54 47,6 --- IVLOPRON WALT,INSTALL 3.15.13 60 65.0 60 45.9 G J STN ED.FEC CODE CHANGE SM 6.x415 24 65.0 24 65.0 9 B 3 5TN CODECHANOE CL 63x.11 30 65.0 30 61.2 36 65.0 36 52.5 •B• 'A• _ _ 42 36 65.0 42 78 48.3 48 65.0 48 44.3 Sl 65.0 54 40.9 60 1 65.0 60 38.5 24 65.0 24 65.0 L `sn5`IL$FOpg7T'i 30 65.0 30 53.5 36 65.0 36 45.6 8 ��,. ••:QO��% 42 42 65.0 42 84 40.2 _ 48 65.0 48 36.3 7 ^*. 50 5.0 54 33.5 6v T T 60 5.0 60 31.5 24 65.0 24 53.1 9 �p0,�••.,( P;'=W�`� 30 65.0 30 43.2 moi,tCs '•••• G� j 36 65.0 36 36.7 C •A• % S/OVAL E�s` 42 48 65.0 42 90 32.2 8 Z7Y I %%%% 4865.0 48 29.0 54 65.0 54 26.6 60 65.0 60 24.9 W=(A SB)/2 W 1 24 65.0 24 43.6 30 65.0 30 35.4 FL a.: GFL15861 5 36 65.0 36 30.0 9 42 54 65.0 42 96 26.3 R• 4a 65.0 ae 23.6 DATE: 08.31.17 MULLION 60 65.0 60 54 100 ASSEMBLY,TYP. �\ DWG.BV: CHK.BY: NOTES: r =------------- CL HFN Il ------------- �11 SCALE: NTS 4 1. 'ONE-WAY'MULLIONS REFER TO EITHER VERTICALTWINORHORIZONTAL STACKED ASSEMBLIES SIMILAR III III DWG.a: .1W054 TO THOSE DIAGRAMMED ON THIS SHEET. III III SHEET: 2. WINDOWS MAYBE INTERMIXED COMBINATIONS OF FRAMES AS SHOWN ON SHEETS 6-7. 3. DESIGN PRESSURES LISTED ABOVE SHALL BE READ AS POSITIVE AND NEGATIVE PRESSURES. �� 4. DESIGN PRESSURES SHALL BE GOVERNED BY THE LESSER OF THE MULLION ASSEMBLY(LISTED IN TABLE)OR INDIVIDUAL WINDOW UNIT. 5. INDIVIDUAL WINDOW UNITS SHALL BE UNDER SEPARATE APPROVAL OF 14 3 TABLE 4:TWO-WAY MULLION DESIGN PRESSURE TABLE CUSTOM NOTES: COLLECDON ALUMINUM CLAD WOOD DOUBLE HUNG PRODUCT UNE LST T]i�TL'�T `S 1. TWO-WAY'MULLIONS REFER TO INTERSECTING JEL°D�17:.1V $ WIDTH-W. SPAN) DESIGN PRESSURE WIDTH'W' SPAN'V DESIGN PRESSURE WIDTH'W' SPAN'L' DESIGN PRESSURE MULUONS IN EITHER A T OR'%'CONFIGURATIONS ° (IN.) (IN.) (PSF) (IN.) (IN.) (PSF) (IN.) (IN.) (PSF) SIMILAR TO THOSE DIAGRAMMED ON THIS SHEET. 24 75.0 24 75.0 24 60.0 2. WINDOWS MAY BE INTERMIXED COMBINATIONS OF im��mxAxomm 30 75.0 30 75.0 30 48.0 FRAMES AS SHOWN ON SHEETS 67. vx:651 EustsDx 36 75.0 36 72.7 36 40.0 3. D ESIGN PR ESSURES LISTED ABOVE SHALL BE R EAO AS POSITIVE AND NEGATIVE PRESSURES. 42 18 75.0 42 66 62.3 42 120 34.3 4• DESIGN PRESSURES SHALL BE GOVERNED BYTHE LESSER Z 48 75.0 48 54.5 48 30.0 i g OF THE MULLION ASSEMBLY(LISTED IN TABLE)OR 54 75.0 54 48.5 5426.7 INDIVIDUAL WINDOW UNIT. yy F K� 60 75.0 60 43.6 60 24.0 5. INDIVIDUAL WINDOW UNITS SHALL BE UNDER SEPARATE �5 24=�=¢ 24 75.0 24 75.0 24 50.0 APPROVAL. o p 30 75.0 30 75.0 30 40.0 a a Z'1 e a G 36 75.0 36 66.7 3fi 33.3 9; e j 42 24 75.0 42 72 57.1 E42 144 28.6 E� z 48 75.0 48 50.0 48 25.0 I o }m 54 75.0 54 44.4 54 22.2 F m 60 75.0 60 40.0 60 20.0 24 75.0 24 75.0 .. a 30 75.0 30 73.8 36 75.0 36 61.5 MULLION 42 30 75.0 42 78 52.7 ASSEMBLY,TYP. 8 9 48 75.0 48 46.2 REMARKS BY DATE 54 75.0 54 41.0 wlDvxoxaALTil- Mn xss.3n 60 75.0 60 36.9 G // STH ED.FEC CDDECFLINGE SM 9.24.L5 24 75.0 24 75.0 •A• sFx FsmDEcxAxcE a B31v 30 75.0 30 68.6 36 75.0 36 57.1 42 36 75.0 42 84 49.0 4875.0 48 42.9 W y "pp1F °i6 54 75.0 54 38.1 60 75.0 fi0 34.3 F 111111111/1 24 7s.a 24 75.0 30 75.0 30 64.0 36 75.0 36 53.3 W=(Ai8)/2 `��Q•,.•'•• •FP moi' 42 7 42 75.0 42 90 45.7 // // I I ?:• 7 .O 48 75.0 48 40. LL_ 64 75.0 64 35.66 60 68.6 60 32.0 , 24 75.0 24 75.0 MULLIONW=(ASB)/2 6 3 �p0,°••.,C p;:•\�� 30 75.0 30 60.0 ASSEMBLY,TYP. W B E %FS••"•••••'16 75.0 36 50.0 42 48 75.0 42 96 42.9 8 9 48 75.0 48 37.5 54 66.7 54 33.3 / r 60 60.0 60 30.0 I F� 24 75.0 24 72.0 L- 30 75.0 30 57.6 = FL 11 36 75.0 36 48.0 - • FL15861 42 S4 75.0 42 100 41.1 r 48 66.7 48 36.0 L F I DATE: 08.31.17 54 59.3 54 32.09 I 60 53.3 fio 28.8 c i DwG.CL cHXHFN 24 75.0 24 66.7 a I SCALE: NTS 30 75.0 30 53.3 36 75.0 36 44.4 / / II �W054 DWG.A 42 60 68.6 42 108 38.1 LL= 48 60.0 48 33.3 SHEET: 54 53.3 54 29.6 G ��II/[�� 60 48A W 26.7 �•• 9 A D -- 111t A a• 8 9 OF 14 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Custom Collection Aluminum Clad Wood Mullion Assemblies for Florida Product Approval Report No. 5067 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Windows Sub—Category: Mullions Product: Custom Collection Aluminum Clad Wood Mullion Assemblies Material: Pressure Treated Pine (Auralast°) w/Aluminum 6063-TS cladding Prepared For: JELD-WEN, Inc. 3737 Lakeport Blvd. Klamath Falls, OR.97601 �'�'%% F. 0�� Prepared by: O 7 Hermes F. Norero, P.E. Florida Professional Engineer#73778 Date:08/29/17 �O Contents• 0N Evaluation Report Pages 1—4 ��i�s`S�ONAl- Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document Her f�.1 fJldk�o, P.E. Date:2017.10.2016:55:02-04'00' Florida No.73778 /r/AA\\ BUILDING DROPS 017 A Perfect Solution in Every Drop! Date: 0 o: 50 7 Certificate of Authorization:29578 Report No: 5067 Manufacturer: JELD-WEN,Inc. Product Category: Windows Product Sub-Category: Mullions Compliance Method: State Product Approval Method (1)(d) ) Product Name: Custom Collection Aluminum Clad Wood Mullion Assemblies Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,Inc. based on Method 1d of the State of Florida Product Approval, Department of Business and Pp P Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW054,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering when used in Wind Borne Debris Region Zone 3 or less. Individual window units must be impact rated where applicable. 4. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does require an impact resistant covering when used in Wind Borne Debris Region Zone 4. 5. Site conditions that deviate from the details of drawing JW054 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions JW054 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS /2017 A Perfect Solution in Every Drop! Date: 0 Certificate of Authorization:29578 Report Noo:: 5 500677 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance Q Y P with the Florida Building Code and State Ruling for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association. (FBC Organization#QUA2515) Performance Standards: The product described herein has been tested per: • AAMA/WDMA/CSA 101/I.S.2/A440-05 • AAMA 450-06 Referenced Data: 1. Product Testing performed by Quality Testing,Inc. (FBC Organization#TST7638) JELD-WEN Custom Collection Casement Family No. Report Report Date 1 SJW2007-318 04/01/08 2 SJW2007-320 04/01/08 3 SJW2007-325 04/01/08 4 SJW2008-065 03/12/08 51 SJW2008-066 10/06/08 6 1 SJW2008-126 10/17/08 JELD-WEN Custom Collection Double Hung Family No. Report Report Date 1 SJW2007-317 04/01/08 2 SJW2007-319 04/01/08 3 SJW2007-322 04/01/08 4 SJW2007-323 12/19/07 5 SJW2007-324 04/01/08 6 SJW2008-131 10/17/08 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization#: QUA2515) Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS /2017 A Perfect Solution in Every Drop! Date: 0 Certificate of Authorization:29578 Report Noo:: 5 500677 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology,if any,between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN,Inc. has tested their products to the following test standard edition(s): 1) AAMA 450-06 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) AAMA 450-10 After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Installation: 1. Approved anchor types and substrates areas follows: Nail Fin Installation: A. For two by(2X)wood frame substrate, use 5d Roofing Nail type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood substrate. Refer to Installation Instructions(JW054)for anchor spacing and more details of the installation requirements. Design Pressure: See drawing JW054 for mullion desing pressure tables, mullion assembly profiles, and installation details. Design Pressure Tables are based upon grouping of combination mullion assemblies tested as stated in this report and using rules as stated in AAMA 450-10'Voluntary Performance Rating Method for Mulled Fenestration'. Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 JELD-WEN, inc. JELI�WEN CUSTOM CLAD WIDE STILE GLIDING PATIO DOOR (IMPACT) mTu®wrPw6Ev� INSTALLATION NOTES: qc eez39l Dc Fnxew a L ONE(1)INSrAlLATION ANCHOR IS REQUIREDAT EACH ANCHOR p Sjm g LOCATIONSHOWN. �E+•C FZZii�QQ^^ is 2. THE NUMBER OF INSTALLATION ARCHORSDEPICTEDISTHEMINIMUM GENERAL NOTES p 2 y> n NUMBEROFANCHORS TO BE USED FOR PRODUCFINSTAfUTION OFTHE O5C po�p �mtL MAXIMUM SIZE USTED. L THEPRODUCrSHOWN HEREIN IS DESIGNED AND MANUFACTURED �2 p� TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE(FBC), 1b 3. INSTALL INDMOUALINSTALLATION ANCHORS WfnIINATOIERANCEOF $�J Iim UTi EXCLUDING HYH2AND HAS BEEN EVALUATED ACCORDING TO THE q r < t19 INCH(I.E.,WITHOUT CONSIDERATION OF701ENWCFS).TOLERANCESOL OR--� IN/� ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXr. N pp m G1 • AAMA/WDMNCSA 301/IS.2/A44D05/08 4. SHIM AS REQUIRED ATEACH INSTALLATION ANCHOR WITH LOAD ASTMASTIA E295 28860 BEARINGSHIM(S).MAXIMUM ALLOWABLE SHIM STACKTO BE 1/4 INCH.E 0LL((yU SHIM WHERESPACEOFIA INCH OR GREATER OCCURS.SHIMS)SHALL 2. ADEQUACYOFTHE EXImNGSrRUCNRALCONCREIVMASONRY TABLE OF CONTENTS FF WYa BE[ONSTRUCTEO OF HIGH DENSITY PLASTIC OR BETTER AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM SHEET REVZSLON SHEET DESdIPTZON ~ S. THROUGH FRAMFOR INSTALLATION INTO 2X WOOD FRAMING USE 410 CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE II/21N[H PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF 1 _ INSTALLATIONAGENERAL NOTES MINIMUM EMBEDMENT INTO WOOD SUBSTRATE THE ENGINEER OR ARCMREROF RECORD FOR7HE PROJECT OF G INSTALLATION. 2 - ELEVATION d ANCHOR L1Y011T5 6. THROUGH FRAME:FOR INSrALULTIONTHROUGHIXBUCKTO 3. VIAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 3 - VERTICAL SECTIONS A GLAZ1NG DETAIL. Tm CONCR MASONRY,OR DIRECTLY INTO CONCRETE/MASONITY,USE ANCHOREDTOPROPERLYTRANSFERALLLOADSTOTHE 3/26 INCH DIAMETER ITWTAPCONS OF SUFFICIENT LENGTH TO ACHIEVE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE 4 - HORIZONTAL SECTIONS ,^ 1114 INCH MINIMUM EMBEDMENT. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR 3 - COMPONENTS A BILL OF MATERIALS �•7J THE PROJECT OF I NSTAILATION. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, O INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICXVENEER,AND 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND SIDING. MAY NOT REFLECTACTUALCONDMONS FORASPECIFICSITE IF H C SITE CONDITIONS CAUSE INSTALLATIONTO DEVIATE FROM THE B. INSTALLATION ANCIfORSAND ASSOCIATED HARDWARE MUSE BE MADE REQUIREMENTS DETAILED HEREIN,ALICENSED ENGINEER OR fy OF CORROSION RESISTANT MATERIAL OR RAVE A CORROSION RESISTANT ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE ',67 [DATING. WITH THIS DOCUMENT IN NDN-HVHZARIAS.IN NVHZAREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-RADE 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL PERA. INSTALLATION ANCHORS INTO MORTAR 101NiS.EDGE DISTANCE IS MEASUREDFROMFREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO S. APP ROVEDIMPACr PROTECnVESYSTEMISNOTREQUgLEDONTHLS FACE SHELL OF BLOCK PRODUCT IN AREAS REQUIRING IMPAR RESISTANCE OVERALL SIZE DESM MTcmG 10.INSTAORM NAFACTUR SHALL INSTALLATION INSTRUCTIONS, ACCORDANCE WITH 6. DOOR FRAME MATERIAL:PRESSURE TREATED PINE PRESSURE IMPAR RATING ANCHOR MANUFACNRFR5INSTALLATION INSTRUCTIONS,ANO WIDTH HEIGHT Z ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 7. DOOR CLADDING MATERIAL:ALUMINUM 606VM THANTHE MINIMUM STRENGTH SPECIFIED BYTHEANCHOR 987/6' 96 V2' •BO/-50PEF LIRGEA SMALL `ST •.Y7iR MANUFACTURER. 8. INACCORDANCKWITH THE CURRENT FBC,DISSIMILAR METALS MISSILE LNPACr INCLUDING FASTENERSTRAT MAY COME INTO CONTACT WITH .. N IL INSTALLATION ANCHOR CAPACnES FOR PRODUCTS HEREIN ARE BASED ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: SEC 2003. A WOOD"MINIMUM SPECIFIC GRAVITY OF 0S5. B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL9. IN ACCORDANCE WITH CURRENT FBC,SECTION 2411 WOOD lL F C.GROUT-FILLED CMU"UNTr STRENGTH CONFORMS TO ASTM CiO WITH COMP ONENTSSHALL HAVE BEEN PRESEIWATIVETRFATED OR SHALL N; F MINIMUM COMPRESSIVESTRENGM OF 2000 PSI AND GROUT BE OF A DURABLE SPECIES AS DEFINED IN SECTION 2326. CONFORMSTO ASTM C476,MINIMUM GROUr COMPRESSIVE STRENGTH OF 20DO PSI 10.GLASS MEETS THE OF D.XOLLOW90CKCMUU--UNITSTXENGTHCONFORMSTOASTMG90 CHARTS.SEE SHEET 3QREMENTS FO1R GLAZING DEETTN E130600 GLASS ��'d�y••*P{LO(ISS WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. ..g DN == NZ 0 o u DWGA Digitally signed by Hermes F.Norero,P.E. T\p/036 Reason:I am approving this document J! Tr r Date:2015.03.0216:05:12-05'00' SHEET: I OF 5 J.rE��IfiWEN gh UNrT MAX WrbTm 98.625, PANEL MAX b.LO MAX 14 5W MAX Typ, WIDTH 50.50" WJ:DTH 4L25' 6,5W FROM COPLNERITYP. M 4i) mam 14.5W MAX O.C.11W. UNIT MAX. .0. DI MAX 14: ;KT PANEL MAX 83.938' HErGHT V) 95.188, mc= HEIbHT 6.5W FROM ;t,;W,4 6.50'FROM COANERTp. Al w )01 L 1;4��6 9. &00'FROM MAX 12 COWER,rip. o.r-,Iyp. ANCHOR LAYOUT TYPICAL ELEVATION 'q ROUGH FRAMEMSTALLATZON 0 err j +c4 W-1-24 Uw—r,# JW036 SHEET 2 OF=J CONCRETE/MASONRY 3/4°MIN. BY OTHERS EDGE DISTANCE #8 WOOD SCREW a : 1 vz•MIN EMBEDMENT JEL D WEN INSTALLATION ANCHOR 2X WOOD BUCKBY •..°•, 'i•a' - EXTERIOR FINISH 13/16'0 A.INSULATED GLASS nnuieoarvw�iv� CONSISTING OF: BY OTHERS L4°MAX, 5/32°TEMPERED GLASS SILICONE SEALANT SHIM SPACE 0.313•SS SPACER p BY OTHERS 0. ANNEALED 61.A55 a c93 0.090°PVB INTERLAYER BY DUPONT %0 ig '6s e 2 1/8'ANNEALED GLASS p OL„� -m P X / O 6 1/4'X 11/16'X 18 GA. 1 O.A. 1/2°MIN.TYP• f sssyyy 1° �+ IB GLASS BITE U / STAPLES AT 4-6.O.C. N aFl m a < Sm> HEIGHT 9 1 1 a w < g 10 / ma DOW 899 i 11 SILICONE / EXTERIOR / INTERIOR a SEE GLAZING GLAZING DETAIL 1 >" DETAIL 16 2 f° g VERTICAL SECTIONz 13/16°O.A.INSULATED GLASS Z 3 HEAD-2XWOODBUCK CONSISTING OF: O EXTERIOR THROUGH FRAME INSTALLATION,TYP. INTERIOR 5/32'TEMPERED GLASS H 2 0.313'55-0 SPACER O SEE GLAZING LB'ANNEALED GLASS DETAIL 16 2� 0.090'SGP LLASS BY DUPONT NOTE:IX WOOD BUCK / LB'ANNEALEDLED 61.A55 31 BY OTHERS IS OPTIONAL L4'X 11/16'X 18 GA. L p O.A. 17 FOR MASONRY APPLICATIONS 1/2'MIN.TYP. / GLASS BITE STAPLES AT 4-6'O.C. UNIT HEIGHT 16 4 3 I DOW 899 ��4�R 5 L4'MAX SHIM SPACE SILICONE GLAZING DETAIL 2� ' — SILICONE SEALANT •a BY OTHERS 11/4°MIN. u1 ~ EXTERIOR FINISH •� . EMBEDMENT BY NOTE: •'•. CONCRETE/MASONRY « n • •a4 ,'+ 1) ALL GLAZING CONFIGURATIONS SHALL BY OTHERS COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT ' 3/16°I1W TAPCON o x <F • 21/z°MIN. FOC SECTION 2406. < =x u Z EDGE DISTANCE INSTALLATION ANCHOR 2) FIXED GLASS LITES GREATER THAN 36'IN c o p u � �� VERTICAL SECTION WIDTH SHALL HAVE TWO APPROVED DWG S''L, SETTING BLOCKS AS SPECIFIED IN FBC J W036 3 SILL-CONOMVMASONRY SECTION 2411. THROUGH FRAME INSTALLATION,TV. SHEET: 3 OF 5 11/4'MIN. EMBEDMENT 1/4'MAX. EMBEDMENT JELDVEN SHIM SPACE rzso ays a 000ai U4'MAX EMBEDMENT CONCRETE/MASONRY SHIM SPACE aaawe.z� BY OTHERS nnurewaty� CAULK BETWEEN 'v INTERIOR INTERIOR CAULK BETWEEN nerszv�r�c' 1 sia CONCRETE/MASONRY 61X zz00 CONCRETE/MASONRY WOOD BUCK BY OTHERS 2 6 15 9 11 6 a 12 2 WOOD BUCK BY OTHERS 0 1X WOOD BULK O . ZX WOOD BUCK a >t E BY OTHERS(OPTIONAL) a BY OTHERS 50. i n= 3/16'I'TW TAPCON L #8 WOOD SCREW INSTALLATION ANCHOR Il 9 INSTALLATION ANCHOR a u \ CONCRETE/MASONRY E1 m •°�BY OTHERS ��-( 21/2.MM � °:. EDGE DISTANCE ,EpyE DISTANCE + i 10 SEE GLAZING DETAIL 162 \ � _ ° o /]� CAULK BETWEEN m 14 SEE GLAZING J 10 EXTERIOR FINISH DETAIL 1 d 2 6 2X WOOD BUCK N BY OTHERS SILICONE SEALANT T 1 EXTERIOR EXTERIOR 1 T BIEOR RS�SH O Z BY OTHERS H O.A. OA. SILICONE SEALANT C UNIT UNIT BY OTHERS w WIDTH WIDTH jyN W D (HORIZONTAL SECTION E ORIZONTAL SECTION 4 CONaMWMA.SONRY INTERIOR 4 2K WOOD BUCK THROUGH FRAME INSTALLATION,TYP. 11 9 THROUGH FRAME INSTALLATION,TYP. O / 0 SEE GLAZING .•' DETAIL 1&2 ��'y••*pµOF` �� an T 1 mll 13 10 SEE GLAZING �c 2`� .7: �1' EXTERIOR DETAIL 16 2 HORIZONTAL SECTION DWG#: q INTERLOCK JW036 SHEET A OF 5 i BILL OF MATERIALS ITEM NO. DESCRIPTION MATERIAL MANUFACTURER O FRAME CLADDING O HEAD/JAMB FRAME ALUMINUM 6063-T5 WOOD ,J TE,DIVEN• 1 FRAME CLADDING ALUMINUM JELD-WEN 0.055° 2 HEAD/JAMB FRAME WOOD JELD-WEN 1�, 3 SILL TRACK FIBERGLASS JELD-WEN nnu'a'mno're',w��v.oe 4 STATIONARY PANEL RISER FIBERGLASS JELD-WEN 4.163- 5 .5635 SILL INSERT WOOD JELD-WEN 1.6, o 6 INTERIOR PANEL STOP WOOD JELD-WEN 9m9 # E 7 NAIL FIN PVC JELD-WEN SILL TRACK STATIONARY PANEL RISER 3 a ^ 8 EXTRUDED DRIP LAP ALUMINUM JELD-WEN O FIBERGLASS O FIBERGLASS 9 TOP RAIL/SIDE STILES WOOD JELD-WEN L � o m 10 TOP RAIUSIDE STILES CLADDING ALUMINUM JELD-WEN 2.312• $ m 11 GLAZING STOP WOOD JELD-WEN 2.066° +o 12 STATIONARY PANEL STOP WOOD JELD-WEN 1-- 5.5931' 2.709' 13 PANEL INTERLOCK ALUMINUM JELD-WEN SILL INSERT INTERIOR PANEL STOP 14 PANEL EXTERIOR STOP 5 O 6 ALUMINUM JELD-WEN O WOOD I WOOD � 15 MULTI-POINT LOCK&STRIKE -- HOPPE —1 o.43e° --I I1 16 BOTTOM RAIL WOOD JELD-WEN L469' 0781° m 17 BOTTOM RAIL CLADDING ALUMINUM JELD-WEN � U) j 18 EXTRUDED HEAD TRACK ALUMINUM JELD-WEN 0.485• --T ZO NOTE:ALL WOOD COMPONENTS ARE PRESSURE TREATED PINE. H z ONAIL FIN O EXTRUDED DRIP CAPO TOP RAIL/SIDE STILE l0 TOP RAIL/SIDE STILES CLADDING 11 GLAZING STOP PVC ALUMINUM 6063-T5 WOOD ALUMINUM 6063-T5 WOOD rW0 040' W 0.435` � A � 4.573" � 0.438' � 0.562' a I I I�I'7I 1721• ---tom 1900' 1 1719° 6' �4, 1.522' � 4.604' 0.024' 0.52 8 12 STATIONARY PANEL STOP @ PANEL INTERLOCK 14 PANEL EXTERIOR STOP 16 BOTTOM RAIL 18 EXT.HEAD TRACK WOOD ALUMINUM ALUMINUM WOOD ALUMINUM LL` r 10.230' y:- r 2.750° 0.75P 0.400° o.m° 1719• 0.640° I{�� <y••• � 7T�7 0.750` *p O 0.055' J 1 , I�� Z Y LL 1- 0.094' I 1.242'I 0.055° 4 17 BOTTOM RAIL CLADDING o �i 11 ALUMINUM 6063-T5 o e �— 10.200• 0.024' DWG#. F JW036 SHEET: 5 OF 5 398 E. Dania Beach Blvd. Irl BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Custom Clad Wide Stile Gliding Patio Door for Florida Product Approval Report No. 3402 Current Florida Building Code Method: 1 —A (Certificate) Category: Exterior Doors Sub— Category: Sliding Exterior Door Assemblies Product: Custom Clad Wide Stile Gliding Patio Door Material: Wood(Pine)w/Aluminum 6063-T5 cladding Product Dimensions: 98 518"x 981/2" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 ��ii►►►►�� O '10�' 40 Prepared by . Z :' O Hermes F. Norero, P.E. 0 7 _ Florida Professional Engineer#73778 Date:02/03/2015 T T p LO P•; • Contents: �� '••......•••'• G�t-� �``� Evaluation Report Pages 1—4 �"�' S%/ON,; Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document Hermes F. Norero, P.E. Date:2015.03.02 16:09:21 -05'00' Florida No.73778 /(/A\\ BUILDING DROPS /2015 A Perfect Solution in Every Drop Date: 02/03 6 Certificate of Authorization:29578 Report N0: 3440202 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Sliding Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Custom Clad Wide Stile Gliding Patio Door 98 5/8"x 981/2" Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero P.E.does not have nor will acquire financial interest in the company q p Y manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW036,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 5. Site conditions that deviate from the details of drawing JW036 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions JW036 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 /(/A\\ BUILDING DROPS 4 A Perfect Solution in Every Drop Date: 02/03402 Certificate of Authorization:29578 /2015 Report No: 3402 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association. (FBC Organization#QUA2515) Performance Standards: The product described herein has been tested per: • AAMA/WDMA/CSA 101/I.S.2/A440-05/08 • ASTM E 1886-05 • ASTM E 1996-05 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory,Inc. FBC Organization#TST1589 ( g ) Report#:SJW2011-037, Report Date:08/10/2011 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization#:QUA2515) 3. Material Certification Miami-Dade RER Product Control Section-NOA SentryGlas Interlayer by DuPont 4. Material Certification Miami-Dade RER Product Control Section-NOA Butacite PVB Interlayer by DuPont Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS /2015 A Perfect Solution in Every Drop Date: 02/03Report No: 3402402 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(JW036)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 50 PSF Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4