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Home My WebLink AboutPLANSMB1WW mDrH (70 Y ) �j TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. Use #10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2013.10.22 07:06:54 -04'00' This schedule addresses only the fasteners required to anchor the 1 window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall �� Q .• conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resourcesrnstallation. * i DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. 308 NAIL FIN INSTALLATION -11/2' MIN. EMBEDMENT Q 2X moo FRAME MIN. DISTANCE MIN. DISTANCE FOR EDGE: 3/4" 2X WOOD ' FOR EDGE: 3/4" FRAME 1/4' MAX 3 SHIM SPACE FRAME SECTION (TYP) 2 1/4" MAX VERTICAL SECTION IM SPACE ume wow.... wvv'bz.ewPoaq.w.,, /Ib"�/1A K�rF-- EMBEDMENT BITE GLAZING DETAIL JAMB SECTION (TYP) HORIZONTAL SECTION WTE:f fk MMnWI,i %L AWm OMiq 1/4" MAX SHIM SPACE 3 MIN. DISTANCE FOR EDGE: 3M PREMIUM ATLANTIC VINYL SLIDER 2X WOOD FRAME Max Frame DP RATING IMPACT 1/2"MIN EMBEDMENT 74 x 62 +50/-55 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3116" annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind borne debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. —'09/25/2013 3737 Lakeport Blvd 1RAWN W;SCA LE:jMDVEN Klamath Falls, OR. 97601 D. Vezo I NTS Phone: (541) 882-3451 kPPROVED BY: Premium Atlantic Vinyl Horizontal Slider Nail Fin Installation (74" x 62") aaa 1IDENTIFIER No. PIANi NA ME AND LOCATION: CAD DWG. Na, REV: SHEET NCfL 210-3898- A-FBC 00 1OF4 TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. Use #10 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall �� .• conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resourcesrinstallation. _ * , DISCLAIMER: -10 T T This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others C except as authorized by JELD-WEN Inc. asa trlpt... we MMJ DI5TAN¢ 11/2°MIN. EMBEDMENT FRAME SECTION (TYP) VERTICAL SECTION 5 BITE rem GLAZING DETAIL THROUGH FRAME INSTALLATION I1/2" MIN. EMBEDMENT " 3 MN. DI5TANCE 2 P FOR EDGE: 3/4" JAMB SECTION (TYP) 1 V8 MM EMBEDMENT PREMIUM ATLANTIC VINYL SLIDER Max Frame DP RATING IMPACT 74 x 62 +50/-55 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3/16" annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind borne debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. 9/25/2013 TL+'� '�' �]'G+�T 3737 Lakeport Blvd TM—M Br: scA�: Jral. D �� E Klamath Falls, OR. 97601 D. Vezo NTS Phone: (541) 882-3451 WPROYED BY: Premium Atlantic Vinyl Horizontal Slider Through Frame Installation (74" x 62") 00 I'N=l 2 OF4 IYIIIBON WIDTI (74- �) TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. Use 3/16" Tapoon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1 1/4" into concrete or masonry at each location with a 2112" min from edge distance. For concrete (min, fc = 3000psi) or masonry substrate (CMU shall adhere to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations o�t�1 noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall �� Q .• conditions. For the complete installation procedure, see the instructions 44� packaged with the window or go to Z t www,jeld-wen.com/resourceslinstallaflon, DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. See MR DISTANCE FOP EDSE:2 vT 2 =NRY BA a e' Q . a3I IVI•MW, EMBEDMEM a•. 0 FRAME SECTION (TYP) VERTICAL SECTION GLAZING DETAIL LP MAX su2MSPACE EMOMW M MASS RY I, V. BLocK MASONRY INSTALLATION IV - MIN. EMBEDMENT MIN. DISCE TANQp -a FOR E.E.21/2' C a o• MASONRY BLOCK V4"MAX SNSMSPACE PRFMIUM ATLANTIC VTNVI _ .SI TNPD Max Frame I DP RATINrJ IMPACT 74 x 62 1 +50/-55 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3/16" annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind borne debris protection is mandated by local " building code. 7. Maximum sizes are buck sizes and do not include fin or flange. = " ........... "'09/25/2013 JELDr ENKlama3737 Lakeport Blvd imm By: Sa : th Falls, OR. 97601 D. Vezo NITS Phone: (541) 882-3451 &PROVED BY: Premium Atlantic Vinyl Horizontal Slider CART/PR0=ND • Masonry Installation (74" x 62") 001 30F4 yg iA1m es• FROJ MR p4 4 I RM4WR WM ()4° TYPICAL ELEVATION WITH FASTENER SPACING STEEL INSTALLATION .DISTANCE 1OR YAY.#3/16 EDGE: I/V anim embedment Mree ibuds , f'm"e 18 gauge min 18 gauge min Steel Stud steel Stool AX 1/4" MAX n° D.e. SPACE SHIM SPACE wx. IxeuFRAME SECTION (TYP) '�BVERTICAL SECTION MIN. DISTANCE 2 FOR EDGE I/2" 8/16° DO NG Min. embedment SILICONE 9955ILILONE 3 of Thrads Q �o past frameivnin, \ Installation Notes: 1. Seal flangethame to substrate. 2. For anchoring into metal framing use #10 TEK Self Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Steel substrate min. l8ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transferal] loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resourcestinstallation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. see sae fir` I J 14.2 mm 'T GLAZZIINGG bETAIL JAMB SEC`ITION (lYP) L1nDT7nk1TA1 SrrTTnkl d/4' MAX Si MSPACE V Sfeel Sfud elf of three thmoolo past frame M MSTAlWE FOR EWE. 'IV PREMIUM ATLANTIC VINYL SLIDER Max Frame DP RATING1 IMPACT 74 x 62 +50/-55 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3/16" annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind borne debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. "o,n:i enelrvcrx: un¢o0'9/25/2013 3737 Lakeport Blvd ly,M V: 5DLE1 T x Klamath Falls, OR. 97601 D. Vezo NTS V Phone: (541) 882-3451 1PP"ROV"ED BY: Premium Atlantic Vinyl Horizontal Slider Steel Installation (74" x 62") 00 1—o 40F4 Oi~ THE TREASURE COAST LLC. 806 Delaware Ave. (772) 267-1399 Fort Pierce, FL 34950 benchmarkengineeringtc@gmail.com April 3, 2018 RE: Product Specification Affidavit: 12496 Okeechobee Road, Fort Pierce, FL 34945 Dear St. Lucie County Building Department: Please be advised, that Benchmark Engineering has performed design pressure calculations for the aforementioned location and herby certify that the products proposed below are in compliance with FBC 2017. Wind Speed: 160 MPH Max Ultimate Exposure: C Mean Roof Height: <30' Design Pressure: Zone 4:-33.9 Zone 5:-41.2 Garage:-31.5 Windows: Jeld-Wen FL14090.2-R8 Design Pressure: -55 Roll up Door: ASTA Door Corp. FL888.1-RS Design Pressure:-35 Man Door: Jeld-Wen FL13541.2-R14 Design Pressure:-50 Thank you for your diligence and please feel free to contact me at (772) 267-1399 with any comments or concerns t�Y4i'i y have. Sin c GJ F1UTOy7Ns o Gels LU 4 �' i 2� iii zO� PL SS/O N At - Bo \�e�\�� wdoin G �I�hltt4tMA P.E.