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Home My WebLink AboutRevisions i OFFICE USE ONLY: DATE FILED: y Oy PERMIT# 7 REVISION FEE: RECEIPT# PLANNING &DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: C �w7�G � ty/,z 70 Hz;)vS c= i a CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C G iJ"�ST6 ST. LUCIE CO CERT. #: BUSINESS NAME: L L C— QUALIFIERS NAME: --- ZP g L,rz,- ADDRESS: CITY: Z1osu 5��G« STATE: f=G_ ZIP: 3 Y yg PHON (DAYTIME): '7-7Z- Z Z S( q11Z-,) FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: LCCC: 3 RREVISlu" N Revised 06/6130/111 7 , Gl DY '10 _ ;:30 �.. . . :. A , BAS (1310) -24 15' is d �,o �9 SJ s� �✓ �1- 3� -yLp http://www.pasIc.org/imageSketch/api/sketches/539/582 11/12/17,1:44 PM Page 1 of 1 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... :.- -- -- ltt,� rr. l , t I.',.r �:.r°.'d i IJ�:.S v.:,.d't!�.`Ar;.i $.._ k.,r ° 1`. f i^ :/ »a... r '-'s-' i• J yy >• 7.� BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats a Facts Publications FBC Staff BCIS Site Map Links Search c. dbPr'_ 4 vs°�Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL10970-R6 Application Type Editorial Change Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin 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 i Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&ManagementInstitute, Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 202 1994 Equivalence of Product Standards Certified By i Product Approval Method Method 1 Option A Date Submitted 06/22/2017 Date Validated 06/26/2017 1 of 2 10/03/2017 05:16 PM Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dti.aspx?param=w... Date Pending FBC Approval Date Approved 06/29/2017 Date Revised 07/10/2017 Summary of Products FL# i Model,Number or Name Description 10970.1 j Builders Atlantic Aluminum Side Load Single Hung(4100)52.125"x 72"Insulated Glass — (1/8 in-1/8 out Annealed)or Single Glaze(3/16 In Annealed Limits of Use 'Certification Agency Certificate Approved for use in HVHZ:Yes FL10970 R6 C CAC NI011624-Rl.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/31/2026 Design Pressure: +50/-50 Installation Instructions , Other: FL10970 R6 II DP- 50 52.125x72 Installation.Instructions.pdf i Verified By: Hermes F. Norero,P.E. 73778 Created by Independent Third Party:Yes Evaluation Reports FL10970 R6 AE'PER3032.pdf Created by Independent Third Party:Yes Back F.ext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyrloht 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: I Credit Card Safe 2 of 2 10/03/2017 05:16 PM i I NOTICE OF PRODUCT CERTIFICATION ��,D CERT1Rjc CERTIFICATION NO: NI011624-R1 DATE: 08/08/2013 N 1 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 18224 C,� 6P REVISION DATE: 06/10/2017 To verify that the"Notice of Product Certification"is valid,please visit www.NAA,-tICertification"com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN "Builders Aluminum Single Hung 3737 Lakeport Boulevard Window(4100)" Klamath Falls, OR 97601 w/Flange & Slip-On Nail Fin Configuration:O/X Glazing:Monolithic(3/16"Annealed Glass)or Insulating Glass(Annealed Glass) Frame: W-1324mm(52.13"), H-I829mm(72") Sash: W-1276mm(50.25") H-9211-nm(36.25") SPECIFICATION PRODUCT RATING TAS 202-94 Design Pressure: 2394 Pa (50 psf) Negative Design Pressure: 2394 Pa(50 psf) Water Penetration Resistance Test Pressure:359 Pa(7.5 psf) Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3656-1 Expiration Date: January 31, 2026 Administrator's Signature: NATIONAL ACCREDITATION AND. MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 MASONRY --- - 4" MAX. :. a wa ONE ffir I!„C --- (NCTL 2 4 3 ' 10-3656-1A) CORNERS 18FROM / 11/4' O.C. MAX. d. MIN. EMBEDMENT O— \J 12 5/8' 1/4' MAX 1 1/4' MIN. EMBEDMENT-i— O.C. 1 SHIM 1/4' MAX SHIM MAX, SPACE v 2 Q SPACE. MIN EDIX nIST a 1/e' lam IAT a DOW CORNING Nv+' 1199 SILICONE n GLAZING DETAIL d' ' TYPICAL VERTICAL = FRAME SECTI❑N 3 NOTEe Caulk between 0 unit and opening. z 3/W DOW CORNING _ 1199 SILICONE / GLM.KM TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N NOTEc Caulk between unit and opening. • I GLAZING DETAIL 3SHIM MAX WINDOW WIDTH (52%' MAX.)--� SPACE Max FrameDP IMPACT 52 �� X 7z�� +50/-50 N❑ TYPICAL ELEVATI❑N WITH FASTENERS (4� General Notes: • The product shown herein is designed, tested and manufactured to Installation Notes: comply with the wind load criteria of the adopted International Building 1. Seal flange/window to substrate. Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use 3/6"Tapcon fasteners through frame with sufficient length to Code including the "High Velocity Hurricane Zone" (HVHZ) and the penetrate a minimum of 1 1/4" into the concrete (Min. f'c = 3000 psi) industry standard requirements for the stated conditions. or masonry(Conforms to ASTM C90). • All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening)to be designed • Minimum-nominal glazing: 3/16'_monolithic or 1/8_' insulated- _and anchored to properly-transfer-all loads to the structure. The host • Installation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record far- An orAn impact protective system is required where wind borne debris the project of installation. Digitally signed by Hermes F.Norero,P.E. • protection is required by local building code. - `-` ' 4. Fasteners are not required through the sill. Reason:I am approving this document Maximum sizes are buck/net sizes and do not include fir III g s� /i/ Date:2013.10.24 13:08:16-04'00' This schedule addresses only the fasteners required to anchor the product to �� j PROJECT R ENGINEER: DATE: JELDWEN 3737 Lakeport Boulevard achieve the rated design pressure and impact performance(where applicable)up �` Q' C� -- 02/24/2010 to the size limitations noted. It is not intended as a guide to the installation S�: \.� .�O WN BY: SCALE: Klamath Falls,OR 97601 Tetzlaff NTS (541)882-3451 process and does not address the sealing consideration that may arise in different, o. 7 CQkKED BY: TITLE: wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. _ -o T T APPROVED BY: Builder's Aluminum (4100) Single Hung )3O E.9 . p <v� ` Masonry Installation (52.125"x 72.00") This drawing and its contents are confidential and are not to be reproduced or � FLOtY�\ 7r3Ti8 T/PROJECT No.: ILOIR1GthRF{ •ING`\!� copied in whole or in part or used or disclosed to others except as authorized by �.1 eqE'N�133 4 3��`` IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET JELD WEN,Inc. FBPEct�r# THORIZA 578 MY44099 Venice Window Division BA4100_NCTL210-3656-A of 1 of 5 _ - ,m,EDZ=T y.. WOOD FRAME 4" MAX. 3 --2 -- - -- - - - --(NCTL-210-3656-1A) 14 3/8' FROM CORNERS O.C. MAX. CP 1P MIN. t EMBEDMENT 1/ MAX S 14 SHIM 5/8' 1 1/2' MIN. EMBEDMENT SPACE O.C. MAX SHIH MAX. �� SPACE KN EDW DIST 3/4' I awts urc `\ � yr DDW CORNING 2 iv y'' 1199 SILICONE GLAZING DETAIL � TYPICAL VERTICAL 3 W FRAME SECTI❑N = NOTE, Caulk between ounit and opening. 1 Z y19. DOW CORNING of 3 — 1199 SILICONE • I tea" TYPICAL HORIZONTAL FRAME SECTI❑N /— NOTEi Cauik between unit and opening. • GLAZING DETAIL 1/4 3 SHIM MAX /-SPACE Max Frame DP IMPACT �----WINDOW WIDTH (506- MAX.)--� o-- I 52Y8' x 72" +50/-50 1N❑ TYPICAL ELEVATI❑N WITH FASTENERS a General Notes: • The product shown herein is designed, tested and manufactured to Installation Notes: comply with the wind load criteria of the adopted International Building 1. Seal flange/window to substrate. Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use #10 PFH or greater fasteners through frame with sufficient length -Code.including the "High Velocity-Hurricane Zone" (HVHZ) and the_ to penetrate a minimum of 1 1/2" into the wood framing (Min. S.G. _ industry standard requirements for the stated conditions. 0.55). - - • All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening)to be designed •- - Minimum nominal glazing:-3/s' monolithic or-1/8" insulated. and anchored to properly transfer all loads to the structure. The host - structure is-the responsibility=of the- of record--for • Installation methods may be interchanged within the same opening. - • An impact protective system is required where wind borne debris the project of installation. protection is required by-local building-code.- - - __ 4. Fasteners are not required in the sill. • Maximum sizes are buck/net sizes and do not include firys�b�l t tg��s��ii� This schedule addresses only the fasteners required to anchor the product to �� /j PROJECT ENGINEER: DATE: jELIDWWN3737 Lakeport Boulevard achieve the rated design pressure and impact performance(where applicable)up �`�Q' ,••''••• •• ' F -- 02/24/2010 \ � *AWN BY: sCALE: Klamath Falls,OR 97601 to the size limitations noted. It is not intended as a guide to the installation T ;•�. N11, BY: ff NTS (541)882-3451 process and does not address the sealing consideration that may arise in different; p. 7 �„_..- -.....�.. C KED BY: TITLE: wall conditions. For the complete installation procedure, see the instructionE �k -r packaged with the window or go to www.jeld-wen.com/resources/installation. -o T TQ!APPROVED BY: Builder's Aluminum (4100) Single Hung 11. 0%r /S . P�•''�v� ` Wood Frame Installation (52.125"x 72.00") This drawing and its contents are confidential and are not to be reproduced or �` FLOWgn 73TjB T/PROJECT No.: 11 copied in whole or in art or used or disclosed to others except as authorized b /i F�(� ILOI�IG4FIOp�'INc. G P P P y 9F3f B .3B`� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET JELD-WEN,Inc. C 3 MY44099 Venice Window Division BA4100_NCTL210-3656-A 01 2 of 5 FBPE C THORIZA 578 NAIL FIN —- - _ 414" MAX. � — —-- -------(NCTL-210-3656-1A) FROM 14.3/8' CORNERS Q O.C. MAX. ffir`v1P T s 3 1/4' MAX s 13" 1 SHIM O.C. \ SPACE MAX. t 1/4' MAX SHIM Imo, SPACE XDDV CORNING vv 1199 SILICONE GLAZING DETAIL TYPICAL VERTICAL M N FRAME SECTI❑N x NOTEi Caulk between Wunit and opening. x 3 yam. DOW CORNING pO — 1199 SILICONE 15 Z_ / �Rrt TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N GLAZING DETAIL NOTEo Caulk between unit and opening. 1/4'MAX SHIM Tj SPACE �—WINDOW WIDTH (5776' MAX.)—� T 2 — r-j Max Frame DP IMPACT �� O- ---pp 52 x 72" +50/-50 NO TYPICAL ELEVATI❑N WITH FASTENERS s D General Notes: Installation Notes: • The product shown herein is designed, tested and manufactured to 1. Seal nail fin to substrate. comply with the wind load criteria of the adopted International Building 2. Use #8 PH or greater fasteners through nail fin with sufficient length to Code (IBC), the International Residential Code (IRC), the Florida Building penetrate a minimum of %" into the wood framing (Min. S.G. = 0.55). Code including the "High Velocity.Hurricane Zone" (HVHZ) and the 3. Host structure (wood buck, stud framing and opening)to be designed industry standard requirements for the stated conditions. and anchored to properly transfer all loads to the structure. The host • All glazing shall conform to ASTM E1300. structure is the responsibility of the architect or engineer of record for the =- - --- -•-= Minimum-nominal glazing: 3/s'monolithic or 1/8"-insulated. = project.of installation. • Installation methods may be interchanged within the same opening. 4. We recommend using Tegratite'" installation` - - - - • An impact protective system is required where wind borne debris (http://www.jeld-wen.com/newinstallationtechnologyn for weatherproofing. protection is required by local building code. - - - 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness • Maximum sizes are buck/net sizes and do not include firy��b�� t si� .050"). Nail Fin extends approximately 1.258" away from frame. This schedule addresses only the fasteners required to anchor the product to 1 �j PROJECT ENGINEER: DATE: ` I • JELD�ITE3737 Lakeport Boulevard achieve the rated design pressure and impact performance(where applicable)up ' ,•• F -- 02/24/2010 to the size limitations noted. It is not intended as a guide to the installation ��;'�.� .�0scnL�: N Klamath Falls,OR 97601 NTS (541)882-3451 process and does not address the sealing consideration that may arise in different O. 7 CQCKED BY: TITLE: wall conditions. For the complete installation procedure, see the instructionE ylr -= packaged with the window or go to www.jeld-wen.com/resources/installation. -10 T T Q APPROVED BY: Builder's Aluminum (4100) Single Hung �0,�' .•' lv� PROJECT No.: Nail Fin Installation (52.125"x 72.00") This drawing and its contents are confidential and are not to be reproduced or FL 13�fe eSHEET in whole or in part or used or disclosed to others except as authorized by ��i�3� ILD BLNO \�� JELD WEN,Inc. /tgqAN3 �``�� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHE FBPE c�rfi THOHIZA .29578 MY44099 Venice Window Division BA4100 NCTL210-3656-A 02 3 of 5 c STEEL STUD ave" MAX. ---- - �lD go.MIM. ---- (NCTL--210-3656-1A) FROM STEEL STUD 14.3/8• CORNERS —O 3 TFvoad cp I?O.C. MAX. �'va�r yr MIN.Through 3 Thread MIN, �\ stud Through Stud - )• `-1/4'MAX O.C. 1 SPACE 18 ga. MIN, 1/4' SHIM MAX. �� STEEL STUD SPACE MAX I (DOW — CORNINGy4' SILICONE (vz)\ g GLAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N � NOTE, Caulk between w unit and opening. MIN EDGE = DIST 1/2' yu, DOv CORNING 30 1199 SILICONE G I yr TYPICAL H❑RIZ❑NTAL GLAZING DETAIL FRAME SECTI❑N NDTEo Caulk between unit and opening. I 1/4'MAX /_SHIM SPACE Max Frame DP IMPACT �--WINDOW WIDTH (5%- MAX.)" 4 52Ye" X 72- +50/-50 N❑ 3 t1g pn�MIN. TYPICAL ELEVATI❑N WITH FASTENERS STEEL STUD General Notes: • The product shown herein is designed, tested and manufactured to Installation Notes: comply with the wind load criteria of the adopted International Building 1. Seal flange/window to substrate. Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use #10 PFH sheet metal screws or greater through frame with Code including the"High Velocity Hurricane Zone" (HVHZ) and the sufficient length to penetrate a minimum of three(3)threads beyond industry standard requirements for the stated conditions. metal substrate (Min. 18 Ga.,-Fy = 33 ksi). • All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening)to be designed • Minimum nominal glazing:3/s' monolithic or 1/8" insulated.= and anchored to properly transfer all loads to the structure. The host • Installation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record for _ • An impact protective system is required where wind borne debris the project of installation. protection is required by-local building code. 4. Fasteners are not required in the sill_ • Maximum sizes are buck/net sizes and do not include firisl a,ig�is-, This schedule addresses only the fasteners required to anchor the product to U "a PROJECT ENGINEER: DATE: /Q 3737 Lakeport Boulevard achieve the rated design pressure and impact performance(where applicable)up 02/24/2010 WN BY: SCALE: JELDIEN Klamath Falls,OR 97601 to the size limitations noted. It is not intended as a guide to the installation T �.� . O Tetzlaff NTS (541)882-3451 process and does not address the sealing consideration that may arise in different; O. 7 c KED BY: TITLE: wall conditions. For the complete installation procedure, see the instructionE �k -L- packaged with the window or go to www.jeld-wen.com/resources/installation. -o T T APaaovm BY: Builder's Aluminum (4100) Single Hung ?0,�.� '� �� Steel Stud Installation (52.125"x 72.00") This drawing and its contents are confidential and are not to be reproduced or / �FnngAb., e TiPRo�Eallo.: ;aff *'/J9 ILDIRIGS .INC copied in whole or in part or used or disclosed to others except as authorized by . G /J9 ry 38``l� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET JELD WEN,Inc. A3 MY44099 Venice Window Division BA4100 NCTL210-3656-A �1 4 of 5 FBPE THD'I 57B -- SIB a. MIN. STEEL STUD NAIL FIN - 4h, MAX. _O - -- - STEEL STUD ___-- --_--_-- --- (NCTL--2-10-3656-1A) FROM (D-- �-43 Thread 14 3MAX. CORNERS am On 12^ $ MIN Through 0 C. V\\ Stud 1P 1P 3 Thread MIN. \ Through Stud--�- `I/4'MAX 7- t SHIM SPACE 18 ga. MIN. 1/4' SHIM O.C. �� STEEL STUD /—SPACE MAX MAX. t t�vr� DDV CORNING y' 1199 SILICONE GLAZING TAIL TYPICAL VERTICAL (2� FRAME SECTI❑N t- NOTE, Caulk between unit and opening, Mw EDGE W DAT I&F 2 yu. DOW CORNING 1199 SILICGNE 3 � ue'mc . t TYPICAL H❑RIZ❑NTAL GLAZING DETAIL FRAME SECTI❑N 1/4'MAX NOTE. Caulk between unit and opening. SHIM SPACE Max Frame DP IMPACT �---WINDOW WIDTH (5Zfi- MAX.) ai 5 z n x 720 +50/-50 N❑ 4 TYPICAL ELEVATI❑N WITH FASTENERS 3 STE18 EL STUD General Notes: Installation Notes: • The product shown herein is designed, tested and manufactured to 1. Seal nail fin to substrate. comply with the wind load criteria of the adopted International Building 2. Use #10 sheet metal screw or greater fasteners through the frame with Code (IBC), the International Residential Code (IRC), the Florida Building sufficient length to penetrate a minimum of three(3)threads beyond Code including the"High Velocity Hurricane Zone' (HVHZ) and the metal substrate (Min. 18 Ga., Fy = 33 ksi). industry standard requirements for the stated conditions. 3. Host structure(wood buck, stud framing and opening)to be designed • All glazing shall conform to ASTM E1300. and anchored to properly transfer all loads to the structure. The host - Minimum nominal-glazing- 3/jr"-monolithic or 1/8" insulated._ structure is the responsibility of the architect or engineer of record for the • Installation methods may be interchanged within the same opening. project of-installation. • An impact protective system is required where wind borne debris 4. Fasteners are not required though the sill. protection is required by local building code. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness • Maximum sizes are buck/net sizes and do not include i .050"'. Nail Fin extends approximately 1.258" away from frame. firy��b� g s�. /i� This schedule addresses only the fasteners required to anchor the product to �� /j PROJECT ENGINEER: DATE: 02/25/2010 JE]" D�ITEN 3737 Lakeport Boulevard achieve the rated design pressure and impact performance(where applicable)up �� Q' •••'•••• • ' � -- to the size limitations noted. It is not intended as a guide to the installation ��;' �.� .�� AWN BY: SCALE: Klamath Falls,OR 97601 Tetzlaff NTS (541)862-3451 process and does not address the sealing consideration that may arise in different± O. 7 CQCKED BY: TITLE: wall conditions. For the complete installation procedure, see the instructionE packaged with the window or go to www.jeld-wen.com/resources/installation. -0 T T APPROVED BY: Builder's Aluminum (4100) Single Hung This drawing and its contents are confidential and are not to be reproduced or 1. ��`•FLORIgA : . ., �� `TIPRWECT No.: Steel Stud with Nail Fin Installation (52.125"x 72.00") copied in whole or in art or used or disclosed to others except as authorized b �i '�'� INc. B P P P y /�9 �13L 36�` IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET JELD WEN,Inc. a ° MY44099 Venice Window Division BA4100 NCTL210-3656-A O1 5 of 5 FBPE HORIZA 578 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 ! Dania Beach, FL 33004 :..3 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product EvaD ation Report Of JELD-WEN, inc. Builder's Aluminum Single Hung Window ! (4100 Mechanically Fastened) for Florida Product Approval .epos . o. 3032 Current Florida Building Code Method: 1 —A (Certification) Category: Windows Sub — Category: Single Hung Product: Builder's Aluminum Single Hung Window (4100 Mechanically'Fastened) Material: Aluminum 6063-T6 Product Dimensions: 52.125"x 72" Prepared For: JELD-WEN, iine. 3737 Lakeport Blvd. Klamath F_ills, OR. 97601 Prepared by: ��.�SES F. O� ernies F. No>rero, P.E. = ��Ci•; O �� ?'� Florida Professional Engineer#73778 7 • Date: 07/23/2014 Contents: Evaluation Report Pages 1 —4 Installation Details Pages 5—6 O,n <O OP•'• s, •••......•• C� Digitally signed by Hermes F.Norero, P. o:,�� 9/ -1/ Reason:I am approving this document ////11111111111 Date:2014.08.1415:02:25-04'00' Hermes F. Norero, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Date: 07/23/2014 ' Certificate of Authorization:29578 Report No: 3032 I ' Manufacturer: JELD-WEN, inc. , i Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: Builder's Aluminum Single Hung Window(4100 Mechanically Fastened) (Non-Impact) 52.125"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 1a of the State of Florida Product Approval, 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 BA4100_NCTL_210-3656-1, 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 doesrequire an impact resistant covering. 4. Site conditions that deviate from the details of drawing BA4100_NCTL_210-3656-1 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions BA4100_NCTL_210-3656-1 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 6 i BUILDING DROPS A Perfect Solution in Every Drop Date: 07/23/2014Report No: 3032 i Certificate of Authorization:29578 I i 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 National Accreditation and Management Institute(FBC Organization#:QUA1789) 'i Performance Standards: The product described herein has been tested per: • TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization# TST1589) Report#: NCTL-210-3656-1, Report Date: 2/24/2010 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#: QUA1789) I I Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 6 BUILDING DROPS A Perfect Solution in Every Drop Date: 07/23 /2014 Report No: 3032032 ' Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: II I Nailing Fin Installation: A. For two by(2X)wood frame substrate (Min.S.G. =6.55), use#8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Through Frame Installation: A. For two by(2X)wood frame substrate (Min.S.G.=0.55), use#10 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete (Min.f'c=3000 psi)or masonry(Conforms to;ASTM C90)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(Min.f'c=3000 psi) or masonry(Conforms to,ASTM C90) substrate where wood bucking is NOT employed, use 3/16"diameter ITW Tapconitype concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or j masonry. D. For steel substrate (Min 18 Ga., Fy=33 ksi), use#10 Tek Screw type steel frame anchors of sufficient length to achieve minimum embedment of 3 threads engagement into steel framing. Refer to Installation Instructions(BA4100_NCTL_210-3656-1)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Rating j Positive 50 Negative 50 Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 6 BUILDING DROPS A Perfect Solution in Every Drop Date: 07/23/2014 Certificate of Authorization:29578 Report No: 3032 I , i Installation Method JELD-WEN, inc. Builder's Aluminum Single Hung Window (4100 Mechanically Fastened) (Through Frame Installation) �4 2. MAX. FROM 3" O.C. _ _ CORNERS MAX. O.C. MAX. I i i I X Q i H C W S 0 Z i I WINDOW WIDTH (5218" MAX.) d Hermes F. Norero, P.E. Florida No.73778 Page 5 of 6 I ti BUILDING DROPS / /2014 A Perfect Solution in Every Drop Date: 07/23 Report No: 3032032 Certificate of Authorization:29578 I I I Installation Method JELD-WEN, inc. Builder's Aluminum Single Hung Window (4100 Mechanically Fastened) (Nail Fin Installation) 4L�, MAX. FROM 13" O.C. 6 s CORNERS MAX. 13" —O.C.' MAX' i I i Q I ' 'N n ' H ' S C7 W ' S C C ' _Z I I WINDOW WIDTH (52'8" MAX.) Hermes F. Norero, P.E. Florida No.73778 Page 6 of 6 i 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH I Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evailuation EvaluationReport Of JELD-WEN, inc. Builder's Aluminum Single Hung Window (4100 Mechanically Fastened) i for Florida Product Approval Report No. 3032 Current Florida Building Code Method: 1 —A (Certification) Category: Windows Sub — Category: Single Hung Product: Builder's Aluminum Single Hung Window (4100 Mechanically,Fastened) Material: Aluminum 6063-T6, Product Dimensions: 52.125"x 72" Prepared For: .i ELD-WEN, ine. 3737 Lakeport Blvd. Klamath Fells, OR. 97601 Prepared by: ��s��ES F o�F��''. Hel<->r>E>ies F. No rcroq F.E. .: Florida Professional Engineer#73778 •• . 0 7 Date: 07/23/2014 Contents: D Evaluation Report Pages 1 —4 T T Installation Details Pages 5—6 O� '•, C p �P.•' _46 Digitally signed by Hermes F.Norero, P.6!11 11,119/ At Reason:I am approving this document rrrlilt �� Date:2014.08.1415:02:25-04'00' Hermes-F. Norero, P.E. Florida No.73778 'I BUILDING DROPS A Perfect Solution in Every Drop Date. 07/23 /2014 Report No: 3032032 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Windows Product Sub-Category: Single Hung j Compliance Method: State Product Approval Method (1)(a) I Product Name: Builder's Aluminum Single Hung Window(4100 Mechanically Fastened) (Non-Impact) 52.125"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 1a of the State of Florida Product Approval, 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 BA4100_NCTL_210-3656-1, 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). j 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. j 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'require an impact resistant covering. 4. Site conditions that deviate from the details of drawing BA410,0 NCTL_210-3656-1 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions BA4100_NCTL_210-3656-1 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 6 BUILDING DROPS Date: 07/23/2014 f' A Perfect Solution in Every Drop Report No: 3032 Certificate of Authorization:29578 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 National Accreditation and Management Institute(FBC Organization#:QUA1789) Performance Standards: The product described herein has been tested per: I i • TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization# TST1589) Report#: NCTL-210-3656-1, Report Date: 2/24/2010 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#: QUA1789) I , i � Hermes F. Norero, P.E. Florida No.73778 Page 3 of 6 BUILDING DROPS l� Date: 07/23/2014 •: ,I A Perfect Solution in Every Drop Report No: 3032 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: A. For two by(2X)wood frame substrate (Min. S.G. =0.55), use#8 Wood Screw type wood i frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Through Frame Installation: A. For two by(2X)wood frame substrate (Min.S.G. =0.55), use#10 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete (Min.f'c=3000 psi)or masonry (Conforms to.ASTM C90) 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 (Min.f'c=3000 psi)or masonry(Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16"diameter ITW T,apcon-type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel substrate (Min 18 Ga., Fy=33 ksi), use#1b Tek Screw type steel frame anchors of sufficient length to achieve minimum embedment of 3 threads'engagement into steel framing. Refer to Installation Instructions(BA4100_NCTL_210-3656-1)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Rating Positive 50 Negative 50 Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 6 i BUILDING DROPS i fi A Perfect Solution in Every Drop Date: 07/23/2014 Certificate of Authorization:29578 Report No: 3032 I l Installation Method JELD-WEN, inc. Builder's Aluminum Single Hung Window (4100 Mechanically Fastened) (Through Frame Installation) MAX. FROM 13" O.C. CORNERS MAX. I ,. 0.C. MAX. I -- x ia N , n W S S O I Z �S i f i WINDOW WIDTH (521,8' MAX.) e Hermes F. Norero, P.E. Florida No.73778 Page 5 of 6 BUILDING DROPS X Date: 07/23/2014 q: A Perfect Solution in Every Drop Report No: 3032 Certificate of Authorization:29578 i Installation Method JELD-WEN, inc. Builder's Aluminum Single Hung Window (4100 Mechanically Fastened) (Nail Fin Installation) I 4L,�" MAX. FROM 13' O.C. MAX. 0-- 13"' O.C. MAX. X Q 1 N W ' S i O _Z I WINDOW WIDTH (5218" MAX.) Hermes F. Norero, P.E. Florida No.73778 Page 6 of 6 .I Florida Building Code Online n/f I �l(l� , https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=w... ,jS BCiS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fac Ls Publications FBC Statt SCIS Site Map Links Search b- Product Approval USER:Public Userd .. r l Product Aoor-al Me->Product or A.011-1411 Search>Ano'!cat!os L"st>Application Detail FL# FL11870-R4 ` Application Type Affirmation Code Version 2014 i Application Status Approved Comments Arch ived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin 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 I Quality Assurance Representative Address/Phone/Email I Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed the Robert J.Amoruso,P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL11870 R4 COI C of I 2263 Revb 413-1003 JW StructuralMuIlion.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11870 R4 Equiv EER 2263 RevO 413-1003 JW StructuralMuIlion A.pdf Sections from the Code I .4 1 of 2 10/05/2017 01:20 PM Florida Building Code Online littps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... 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 - Yes No N/A Product Approval Method Method 1 Option D I Date Submitted 06/17/2015 Date Validated 06/17/2015 Date Pending FBC Approval Date Approved 06/27/2015 Date Revised 07/10/2017 i Summary of_Products -- ......................- --- FL# Model,Number or Name Description -- -.._------ __ — — 111870.1 i Clipped Aluminum Tube Mullion. 1x3 or 1x4 Tube Mullion 1 Limits of Use i Installation Instructions Approved for use in HVHZ:Yes I FL11870 R4 II JELDd108 RevO.odf Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso,P.E.49752 Impact Resistant:Yes Created by Independent Third Party:Yes I Design Pressure:+75/-75 Evaluation Reports 1 Other: FL11870 R4 AE PER 2263 RevO 413-1003 JW StructuralM u Ilion A.odf Created by Independent Third Party:Yes Back Next Contact US::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The Stale of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Sta lemenl::Refund Stalemenl Under Florida law,email addresses are public records.If you do not want your a-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 ase a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe . I I I Il I 2 of 2 10/05/2017 01:20 PM JELD-WEN cn O CLIPPED ALUMINUM TUBE MULLION LARGE AND SMALL MISSILE IMPA CT RESISTANT- 15HWZ 0zo U w - MULLION SPAN VS. LOAD WIDTH TABLES-INSTALLATIONANCHORAGE DETAILS w D_ GENERAL NOTES: INSTALLATION NOTES: 1.THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA 1.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 20112021203.AND ALUMINUM DESIGN MANUAL. 2.ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-1/4'TO CONCRETE AND 2'TO HOLLOW BLOCK. 2.NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTOR 3.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF W o r Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2x(MIN)WOOD STUD(I.e.3/4'EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). =j N g LL O 3.POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED 8V OTHERS ON A 4.ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 112•. W w JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. U -' 4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS 5.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)=0.55 OR GREATER. N m o DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE 6.ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE, o EO SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. Z U w OZ w 5.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS 7.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ,A ONE-TIME Cl-I O Q i O (BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE Z 0 O j m K Z BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. Z m m M W 6.ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. W m F- o B.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE 3' O< R Z ID 7.ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS,e.g.WIND BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR G 0_ E3 LOAD RESISTANCE,AIR&WATER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC. THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR LuLUj t~J7 REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION. ?? B.TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE.MULLIONS MAY BE MOUNTED VERTICALLY xg p OR HORIZONTALLY AS APPLICABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT m y F 8 d FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS,NOT SHEATHING. m Q 9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. Do y 10. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS a 10. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE'G=0.52 OR GREATER DENSITY, TO THE EXISTING STRUCTURE. U �dd Uj 11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, 11. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH W g�D FOAM,BRICK,AND OTHER WALL FINISHES. G c g< 'GOAL-POST CLIP AND CUP PLATE. C') ie B xJ 12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS ANCHOR SCHEDULE: °k a�E ki TO BE USED WITH THESE MULLIONS. - 1. TO CONCRETE BLOCK 13, MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT,SMALL MISSILE IMPACT,AND NON-IMPACT APPLICATIONS. 1.1. 3116"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1'MINIMUM EMBEDMENT AND 2'MINIMUM _ 14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,WOOD BUCKING SHALL EDGE DISTANCE. HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 1.2, ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY. 2. T02500 PSI MINIMUM CONCRETE 15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,DISSIMILAR METALS INCLUDING 2.1. MINI°DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1-112'MINIMUM EMBEDMENT AND 2-114' MINIMUM EDGE DISTANCE. FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED. 2.2. ATTACHMENT MAY BE MADE THROUGH IX OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE. 3. TO 2X WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE 3.1. #10 WOOD SCREWS OF#10 TAPPING SCREWS(SMS OR SDS)WITH 1-112'MINIMUM EMBEDMENT - - - - - AND 314'MINIMUM EDGE DISTANCE. Robert J.Amoroso,P.E. 4. TO 1/8"THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE(Ftu=Fty=22 KSI MINIMUM) Florida P.E.No.49752 TABLE OF CONTENTS 4.1. #10 316 STAINLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRILLING SCREW(SDS)WITH FULL THREAD PENETRATION THROUGH HOST SUBSTRATE.AND 1/2"MINIMUM EDGE DISTANCE. I,%Id111110" SHEET SHEET DESCRIPTION y1'� 1 GENERAL NOTES,INSTALLATION NOTES&ANCHOR SCHEDULE vZ".'V� •`c.E Al 2 ELEVATION w ;� fJ0 4ED r d+�' 752 :O5 3 COMPONENTS 1' 4 C-CLIP AND T-CLIP INSTALLATION DETAILS •1S' uTATE F lU 5 'GOAL-POST CLIP INSTALLATION DETAILS �S' 0 R 6&7 MULLION SPAN VS.LOAD WIDTH TABLES �J,J�rl11 N 1p1 °9%�4 L1 NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION"C')PROVIDED GEOMETRIC IN DETAILS 1/1,2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE C3 SHAPES /i \\ DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS INCLUDEENESTATON D PROD CIT PIER SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. SEPARATE APPROVAL \\ W 1 456 12 MULLION456 12 F- 4 5 q 5 MULLION w u OR 0SUBSTRATE OL 23 23 456 12 4 4 4 5 FENESTRATION PRODUCT PER FENESTRATION SEPARATE APPROVAL PRODUCT PER MULLION SEPARATE OR MULLION MULLION 456 12 MULLION 456 12 W 1 APPROVAL SUBSTRATE MULLION FENESTRATION L o LL FENESTRATION FENESTRATION FENESTRATION .A, PRODUCTPER i O L2 PRODUCTPER PRODUCTPER PRODUCTPER W2 L1 SEPARATE u i N SEPARATE SEPARATE SEPARATE NESTRATION PRODUCT PER APPROVAL APPROVAL APPROVAL APPROVAL SEPARATE APPROVAL N o 456 12 456 12 W2 4 5 4 5 456 12 o f 4 5 W rn 0 w Z z0C! 10 zz Zmui�o $ I F--1 wr n4 I�W3--I--W4 W5--I I— L1�I �W 1 W2�I �3 0 LL iR o � J wS 2 J = 5¢=w g NOTES: NOTES: NOTES: � 1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAYBE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAYBE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY Y Q 6 y UNLIMITED PROVIDED THAT MULLION LMITATIONS NOTED HEREIN ARE NOT MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT �"� 1 ^ EXCEEDED. LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LMITATIONS NOTED HEREIN ARE NOT w EXCEEDED. a 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL c Y SEPARATE APPROVAL. BE PER SEPARATE APPROVAL. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO U d@ MULLIONS SHALL BE PER SEPARATE APPROVAL. Adn 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM SCHEDULES. DESIGN SCHEDULES. 3. ALLOWABLE DESIGN PRESSURES SHALL BE o DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE 4.1. MULLION'A' DETERMINED AS FOLLOWS: 4.1.1. MULLION SPAN=L7 4.1. MULLION"A' 4.1.2. TRIBUTARY WIDTH=(W1+W2)r2 4.1.1. MULLION SPAN=L1 4.1. MULLION'A' 4.2. MULLION*B' - 4.1.2. TRIBUTARY WIDTH=(WI+W2)12 _ 4.1.1. MULLION SPAN=L1 _ 4.2.1. MULLION SPAN=L2 4.1.2. TRIBUTARY WIDTH=(W1+W2)12 4.2.2. TRIBUTARY WIDTH=(W3+W4)/2 4.3. MULLION'C' 4.3.1. MULLION SPAN=L3 4.3.2. TRIBUTARY WIDTH=(W4+W5y2 - FENESTRATION PRODUCTS- – FENESTRATION PRODUCTS 2 MULLED VERTICALLY 3 MULLED HORIZONTALLY RobertJ.A omso,P.E MULLED FENESTRATION Florida PN..49752 EXTERIOR ELEVATION SHOWN ^ EXTERIOR ELEVATION SHOWN PRODUCTS WITH TRANSOM I Sk'"S 400"' EXTERIOR ELEVATION SHOWN ;' . 0 E71I S�6', 1 ,�, NO 49752 :O Fu', T,.YE I,F' 4u r%Sry��CNAL�.�eve°o �+ereoan6eeee 4.388" m 0.125" c TYP, m 0.726" 0.726" 0.476" 0.476" # m 0.125" 0.125" U 1p� w a 0 1.000' I 2.110" `r 0.125" 2.110" Ir 0.125" a I-2.311" 1 $ $ 1.375" 5.50o 0.312" 0.375" -3.000"" 3.000" 0.125" o o o _ =8 LLO z' N 0.438" FOR USE 0.438" FOR USE W ANCHOR LOCATION,0.750" vmi c'�i WITH 1"X 4" o c"�i WITH 1"X 4" =� TYPICAL ro '4 O ci "i Lo in n MULLION b 1"X 3"MULLION 'GOAL-POST'CLIP o ^S w rn O z 1 6063-T6 ALUM. v 6063-T6 ALUM. ci D Of-Im .. 30 Z' m z � 1.000" 1.950" ANCHOR LOCATION. ANCHOR LOCATION, Zmaiw ON, IL H w ZC 0.975" TYPICAL TYPICAL a m p a ANCHOR LOCATION, 0 a TYPICAL 29„ 5.50 'y<zcp7 ®® 3.000"" g 0.125" 0.110" 0 0 0 4.000" oFOR USE FOR USE o I 4.340" N 0.438" 0.438" In 0.970" "! WITH1"X 3" ^ Iq WITH1"X3" a ci MULLION ci MULLION °L IL-il I I U .a 1"X 4"MULLION + ATYPNCHOR LOCATION, TYPICAL , ANCHOR LOCATION, 2 6063-T6 ALUM. 1.685" GOAL-POST'CLIP PLATE T-CLIP C-CLIP 4 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. Robert J.Amoroso,P.E. Florida P.E.No.49752 CEAl �,, '2 lo9 52.0 nn� F lr� ~?61. 0 R IDp CyN, �Od•�f707JAL�tiy�� aauaan®air° 1"x 3"or 1"x 4"MULLION 1"x 3"or 1"x 4"MULLION #10 SMS OR SDS #10 SMS OR SDS CD WITH FULL THREAD17 WITH FULL THREAD / 1 j j jj PENETRATION INTO PENETRATION INTO � MULLION MULLION W a 4 8 a 0 #10 FLATHEAD 2„ 2" _ 0 0 SDS,(4)PER CLIP #10 FLATHEAD #10 FLATHEAD U) c SDS,(4)PER CLIP SDS,(4)PER CLIP y o w Mw o IY p J 3„ ........ 4 >0ZZ° w % 1"x3"or1"x ��w-� < o I 4"MULLION 1"x 3" 1”x 4" z 0 Zm��¢ MULLION MULLION w TYPICAL ATTACHMENT AT 1"X 3"MULLION ATTACHMENT AT 1"X 4"MULLION ATTACHMENT AT ° J = J �11MULLION INTERSECTION W/C-CLIP r21MULLION INTERSECTION W/C-CLIP r1MULLION INTERSECTION W/C-CLIP 'w y¢�° ® 4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION g��F Rai :3Z SUPPORTING ry JZ � m SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE) a Zi0 sh EDGE 3 EDGE EDGE 1- EDGE EDGE EDGE DIST. DIST. DIST. 4 DIST. DIST. DIST. ANCHORS PER SCHEDULE,(4)PER CLIP EMBED. EMBED. EMBED. ANCHORS PER ANCHORS PER 1/-2" - SCHEDULE(4) = SCHEDULE,(4) - 0- 1"—_. 0=- - PERCLIPPER CLIP 2" -I 2" Robert J.Amo iso,P.E. #10 FLATHEAD #10 FLATHEAD I Floda P.E.No.49752 #10 FLATHEAD SDS, 4 PER CLIP SDS,(4)PER CLIP SDS; 4 PER CLIP tatllallrrrr, 1"x 3"or 1"x Q:*.; NO 49752 4"MULLION 1"x 3" 1"x 4" MULLION MULLIONTATE F :4U Z TYPICAL ATTACHMENT 1"X 3"MULLION 1"X 4"MULLION ;1". r441 WITH T-CLIP r5-'�ATTACHMENT WITH T-CLIP r1 ATTACHMENT WITH T-CLIP [I Fl I-V �t`w 4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION SUPPORTING SUBSTRATE o 0 (SEE ANCHOR SCHEDULE) 1.95" ANCHORS PER SCHEDULE EXCEPT EDGE EDGE FOR ANCHORS TO w DIST. DIST. #10 FLATHEAD 1.375" CONCRETE BLOCK EMBED. ANCHORS PER SDS,(4)PER CLIP (CMU)OR CONCRETE a SCHEDULE EXCEPT FOR ANCHORS TO CD CONCRETE BLOCK p -q- (CMU) (CMU)OR CONCRETE d- 4 1— INTERIOR = N o LL 3/8" MIN. NOTE:'GOAL-POST CLIP AND =w CLIP PLATE SHALL NOT BE 1"x 3"or b 1" 3/8" MIN. USED WITH 3/16"T4PCONS 1"x4" p N� o = FOR ANCHORAGE TO MULLION o o CONCRETE OR HOLLOW CONCRETE BLOCK.MAY BE ^ , vuj < o i EXTERIOR USED ONLY FOR 5 K m < Z #10 FLATHEAD ANCHORAGE TO WOOD, w w;— SDS,(4)PER CLIP ALUMINUM OR STEEL. 3 p m z W IL ® � 1"x 3"or 1"x 4"MULLION '5 22- a® 2 1 5=N gid 5 MY¢a TYPICAL ATTACHMENT WITH TYPICAL ATTACHMENT WITH a 1 'GOAL-POST'CLIP K-21'GOAL-POST'CLIP a C9 �J SIDE ELEVATION 5 SECTION U ail toll 4 g` 9 Robed J.Amoroso,P.E. Ronde P.E.No.49752 - - - - ,atilennlevorra NO 4497520 T.-,TF I'F � �OFlS�P��_� u�/ONAI-E�°°°°a I rlBlBDnllns�y°� DESIGN SCHEDULE: 1"0" MULLION WITH 'GOAL-POST' CLIP o MULLION TRIBUTARY WIDTH SPAN 18" 21" 24" 27" 30" 33" 36" 39" 42" 46" 48" 53" 166" 27.6 23,6 20.6 18.3 16.6 16.0 13.8 12.7 11.8 11.0 10,3 s 100" 32.8 28.1 24.6 21.8 19.7 17.9 16.4 1511 14.0 13.1 12,3 11.1 98" 37.0 31.7 27.6 24.7 22.2 20.2 18.5 17.1 15.9 14.8 13.9 12.6 0 o DESIGN SCHEDULE NOTES: of d 90".. 0" ____44.9 38.5 33.7 30.0 27.0 24.5 22.5 20.7 19.3 18.0 16.9 15.3 86" 61.5 44.1 36.8 34.3 30.9 28.1 25.8 23,8 22.1 20.6 19.3 17.5 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE 84" 55.3 47.4 41.6 36.8 33.2 30.1 27.6 25.5 23.7 22.1 20,7 18.8 POSITIVE(+)AND NEGATIVE(-)DESIGN PRESSURES FOR a USE WITH MULLION SYSTEM IN POUNDS PER SQUARE 80" 64.0 54.8 48.0 42.7 38.4 34.8 _32.0 29.5 27.4 25.8 24.0 21.7 FOOT(PSF). 78" 66.0 66.6 49.5 44.0 39.6 36.0 33.0 30.5 1 28.3 26.4 24.8 _ 22.4 76" 87.8 58.1 50,8 46.2 40.7 37.0 33.9 31.3 1 29,027.1 26.4 23.0 2. FOR DETERMINATION OF MULLION SPANS AND mo TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. N 72" 71.6 61.3 53.7 47.7 42.9 39.0 35.8 33.0 30.7 28.6 26.8 24.3 $ o 68" 75.0 66.9 58.5 62,0 46.8 42.0_ 39.0 36.0 33.4 31.2 29.3 26.5 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE ? ,USE THE LESSER ALLOWABLE cn 80" 75.0 73.6 64.4OF CLIP PER MULLION - 57,2 51.5 40.8 -42.9 _ 39.0 36.8 34.3_ 32.2 29.2 W 5 DESIGN PRESSURE. U)m 64" 75.0 76,0 71.6 63.6 57.2 52.0 47.7 44.0 40.9 38.2 35.8_ 32.4 50.8" 75,0 75.0 75.0 67.9 61.1 65.6 50.9 47.0 43.6 40.7 38.2 34.6 4. 'GOAL-POST CLIP MAY NOT BE USED FOR a _ 48" 75.0 75.0 75.0 71.5 64.4 50.5 63.7 49.5 48.0 42.9 40.2 38.4 INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK w O O z 4T' 1 75.0 1 75.0 75.0 75.0 73.6 66.9 61.3_ 56.6 52.6 49.1 48.0 41.8 ci � a o I 38.4" 75,0 75.0 75,0 75.0 76.0 73.2 87.1 61.9 57.6 53.7 50.3 46.6 5. FO®DENOTES CONDITIONS NOT ACCEPTABLE Z Om p¢ ; z 36" 75.0 76.0 75.0 75.0 75.0 75.0 71.5 66.0 61.3 67.2 53.7 4_8.6 m 0 30" 75.0 75.0 76.0 76.0 75.0 75.0 76.0 75.0 73.6 69.7 84.4 68.3 c a r vi a 24" 75.0 75.0 75.0 76.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 72.9 w Y 2 z 'q ¢Z¢ g�-acn 5`a rY jZ � DESIGN SCHEDULE : 1"x3" MULLION WITH 'T-CLIP' OR 'C-CLIP' a 1 � NEI MULLION TRIBUTARYWIDTH 88 a SPAN 18" 21" 24" 1 27" 30" 33" 36" 39" 42" 45" 48" 53" g 6 106" 27.b 23.6 20.6 18.3 16.5 15.0 13.8 12,7 11.8 1110 10.3 1DO" --32.8 28.1 24.6 21.8 19.7 17.9 16.4 15.1 14.0 13.1 12.3 11.1 96" 37.0 31.7 27.8 24.7 22.2 20.218.5 17.1 _ 1_5.9 14.8 13,9 12.6 _ 90" 44.9 38.5 33.7 30.0 27.0 24.5 _22.5 20.7 19.3 18.0_ 16.9 15.3 66" 51.5 44.1 38.6 34.3 30.9 26.1 25.8 23.8 22.1 20.6 19.3 17.5 84" 65.3 47.4 41.5 36.8 33.2 30.1 27.6 25.5 23.7 22.1 20.7 _ 18.8 80" 04.0 54.8 48.0. 42.7 38.4 34.9 32.0 29.5 27.4 25.6 24.0 21.7 78" _ 69.0 59.2 61.8_- 46.0 - 41.4 - - 37.7- -34.6- - 31.9 _29.6- 27.6- _-25.9--_ = 23.4 - 76" 74.6 64.0 56.0 49.7 44.8 40.7 37.3 34.4 32.0 29.8 28.0 25.3 Robert J.Amoroso,P.E. 72" 76.0 75.0 86.8 58.5 62.7 47.9 43.9 40,5 37.6 35.1 32.9 29.8 Flo tla P.E.No.49752 66" 75.0 75.0 75.0 76.0 08.4 62.1 57.0 52.6 48.8 45.6 42.7 38.7 00" 75.0 _ 75.0 75.0 75.0 75.0 76.0 75.0 70.0 66.0 60.7 66.9 51.55WES JJpJJp 54" 75.0 75.0 75.0 76.0 75.0 76.0 75.0 75.0 76.0 72.8 68.1 61.7 v\1 1dfp+'e�� ' CEP!' 50.6 75.0 75,0 76.0 76,0 75.0 75.0 75.0 75.0 75.0 75.0 72.7 85.8 �p�. Sc';p ----- - `- �' :i . ••u2 48• 76.0 75.0 75.0 75.0 75.0 7_60_ 76.0 75.0 75.0 76.0 76.0 69.4 No 49 752 :O-, 42" 75.0 75.0 76.0 75.0 76.0 76.0 75.0 75.0 75.0 76.0 76.0 76.0 .k - ., 38.4" 76.0 75.0 75.0 76.0 75.0 76.0 75.0 76.0 75.0 76.0 76.0 75.0 „,•,. .. 36" 76.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 76.0 75.0 !�' T.,TE ` r� F .u� 30" 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 76.0 ;sc�5'c C 0 R;ON?�% 24" 76.0 76,0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 °,��f/�pNO bE'C��eO�