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-- - �— - -- STEEL STUD <br /> �• MAx �I ,--�8 Bn.MR ,!VCTL 210-3656-1�) <br /> FROM � STEEL SND _ <br /> 14.3I8 _.,_� CORNERS i � � — — - -- - <br /> O.C. MAX. �om�r vr ._ /— _ 3 Thrond <br /> _ �ar+.rnr�o�.en 3 Thrend MIN. <br /> ;-- •_ i Q� St"a Through Stud ---}-�- <br /> o-�_ -- � � <br /> \ �_ <br /> i �_ I `I/�'Mnx <br /> o c. � 1 s�E 18 gn, MIN, <br /> I MAX. i �� STEEL STUD—� �SPnCE MAX <br /> � I , ; /aw�nn \ <br /> X I _ DOV CORNING <br /> � � GLAZING•DETAiL199 SI�ICO� n <br /> N O� I `�i� <br /> TYPICAL VERTICAL � <br /> � � FRaME SECTI❑N <br /> ~ � N�TE� Cnulk betMeen <br /> x <br /> W I� unit nnd opening. Iml EDGE �— <br /> _ � yu, DOV CORNING DIST L2' <br /> O � 1199 SILICWIE <br /> / <br /> 3 i r�urt � <br /> �. � `_� TYPICAL H�RIZ❑NTAL <br /> GL112ING IIETAIL FRAME SECTI❑N � <br /> NDTE�Cnulk betreen unit nnd opening, <br /> I 1/4'NA% '� <br /> �SNIM SPACE i . , <br /> � I <br /> �WINDOW WIDTH (52K" MAX.)--� 4 , 52�'�� )( 7��� +50/-50 N❑ <br /> b3 `18 gn.MN <br /> TYPICAL ELEVATI❑N WITH FASTENERS �`S�1D I <br /> General Notes: <br /> • The product shown herein is designed, tested and manufactured to Installation Notes: <br /> comply with the wind load criteria of the adopted International Building 1. Seal flange/window to substrate. <br /> Code (IBC), the International Residential Code(IRC), the Florida Building 2. Use #7 0 PFH sheet metal screws or greater through frame with <br /> Code including the"High Velocity Hurricane Zone"(HVH� and the sufficient length to penetrate a minimum of three(3)threads beyond <br /> industry standard requirements for the stated conditions. metal substrate(Min. 18 Ga., Fy = 33 ksi). <br /> • All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening)to be designed <br /> • Minimum nominal glazing:3/s' monolithic or 1/8"insulated and anchored to properly transfer all loads to the structure. The host <br /> • Installation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record for <br /> • An impact protective system is required where wind borne debris the project of installation. <br /> protection is required by local building code. 4. Fasteners are not required in the sill. <br /> � 111!!► ! <br /> • Maximum sizes are buck/net sizes and do not include fir���a� g s� �i� <br /> This schedule addresses only the fasteners required to anchor the product to �� �� PROJECT ENGINEER: DATE: <br /> achieve the rated design pressure and impact performance(where applicable)up ���Q',••' F -- 02/24/2010 JELI�EN 3737�akeport Boulevard <br /> to the size limitations noted. It is not intended as a guide to the installation� � ;' �.�... �'.�� WN ev: s��: Klamath Falls,OR 97601 <br /> Te�lafF NTS (541)882-3451 <br /> process and does not address the sealing consideration that may arise in differenE_ � - - c ED BY: TITLE: <br /> wall conditions. For the complete installation procedure, see the instruction� *' . -_ <br /> packaged with the window or go to www.ield-wen.comlresourceslinstallation. � -o . T T nr�o�EO aY: Builder's Aluminum (4100) Single Hung <br /> • ' �O �' P�•''<v� ` Steel Stud Installation(52.125"x 72.00") <br /> This drawing and its contents are confidential and are not to be reproduced or � �,`(�Fwwqr, ' ,3,�a �� RT/PRO)ECT No.: <br /> I `` ILDI�VL',�,INC. G <br /> copied in whole or in part or used or disclosed to others except as authorized by ��g����t•'k�L��38`�� IDENTIFIER No. PIANT NAME AND LOCATION: CAD DWG.No.: REV• SHEET <br /> JELD-WEN,If1C. FBa�c�r�A" pplZq 3 5�8 MY44099 Venice Window Division BA4100_NCTL210-3656-A �1 4 of 5 <br />