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NAIL FIN INSTALLATION <br /> a•o.a�ux. 4•�' � <br /> n�ttu Nu�a—�-----f---r Fawr <br /> cawms <br /> MIN.DISTANCE � <br /> �'ae. FOR EDGE:3/4" � <br /> � tW1� I 1/2"MIN.EMBEDMENT <br /> e�� 2X WOOD <br /> 2 2X WOOD FRAME FRAME <br /> � MIN.DISTANLE � <br /> FOR ED6E•3/4° <br /> 3 1/4"MAX <br /> t/a°Mnx SHIM SPACE <br /> SHIM SPACE <br /> 1 1/2"MIN. <br /> � EMBEDMENT <br /> � <br /> � FRAME SECTION(TYP) <br /> � VERTICAL SECTION <br /> � NOTE:CaJM belwsn NolOrg Flange 8 Woed Opnug. <br /> # <br /> 2 1 <br /> 1/4"MAX <br /> SHIM SPACE JAMB SECTiON(�P) <br /> 3 <br /> HORIZONTAL SECTION <br /> MIN.DISTANCE NOTE:Caulk beMeen Nailirg Flage 6 Wood Op ning. <br /> � FOR EDGE:3/4" <br /> 'Z 2X WOOD FRAME <br /> 17/2"MIN.EMBEDMENT gUILDERS VINYL FIXED WINDOW <br /> I � ,Mnx Frame DP RATTNG IMPACT <br /> ""�°�""`°"�"r�"' 72 x 72 +/-50 NO <br /> TYPICAL ELEVATION WITN FASTENER SPACIN6 <br /> Installation Notes: General Notes: <br /> 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria <br /> 2. Use#8 PH or greater fastener though ihe nail fin with sufflcient length to penetrate a minimum of 1 1/2" of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida <br /> into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)and the industry requirement for the stated conditions. <br /> 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All gtazing shall conform to ASTM E1300. <br /> to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shatl be single strength annealed insulating glass. <br /> project of installation. 4. Use structural or composite shims where required. <br /> Digitally signed by Hermes F Norero,P.e. 5. Installation methods can be interchanged within the same opening. <br /> Reason:l am approving this document 6. An impact protective system is required where wind bourne debris protection is mandated by local <br /> This schedule addresses only the fasteners required to anchor the Date:2013.06.04073634-04�00� building code. <br /> window to achieve ihe rated design pressure up to the size limitations �������y���l f��ij� �• Maximum sizes are buck sizes and do not include fin or flange. <br /> noted. It is not intended as a guide to the installation process and does �� � �� PRQ7ECT ENGINEER: onre: 3250 Lakeport Blvd <br /> not adtlress he sealing consideration that may arise in differentwall ,����e'�.•''��� �� ..F,� ���� -' ' 05/24/2013 <br /> conditions. For the complete installation procedure,see the instructions ` � ; � : � � DRAWN BY: SCALE Klamath Falls,oR.976oi <br /> � . „ D.VeZO NTS �� Phone: (541)882-3451 <br /> packaged with the window or go to � ; p. 7 � <br /> � � CHECI�D 6Y: TITLE: <br /> www.jeld-wen.comlresources�nstallation. _ � . � 7� = J. Kantola <br /> : 'o-: T T ? � = APPRO„EO�: Builders�nyl Fixed with Track-Filler Window <br /> DISCLAIMER: � � ; � �U � -- �+ �� <br /> This drawin and its contents are confidential and are not to be % � "•. L OP.:1 � • P RT P 0 0: Nail Fin Installation(72 x 72 ) <br /> reproduced or copied in whole or in part or used or disclosed to others ��� ¢.4 0���� �b���� <br /> except as authorized by JELD-WEN Inc. 9� ��e �. �o�� � ISJW2013-047-F C �E AND LOCATION: CAD DWG.No.: REV: oo SHEEf 1 oF a <br />