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- - '� --- 1 "' - .�•m¢ffir vr 11��L 1'iitfl�i 1' <br /> 4k�" MAX. i s � z (NCTL 210-365r�-lA) <br /> FRO� <br /> 14 3/e" CORNERS <br /> O.C. MA% <br /> 7 1/2• <br /> — -- — MIN. i <br /> -� �i-- EMBEDMENT � <br /> � ]i-• MAX <br /> l2 ; `.HIM <br /> 5�8- 1 S�ACE <br /> o.C. 1/4' MAX 1 1/2' MIN. EMBEDwENT�^ <br /> SHIM <br /> MAX. �� SPACE <br /> — �[n¢ <br /> � msr��• <br /> �ri�u m[ <br /> ` � vr <br /> X � I <br /> i _.. DOV CORNING I 2 <br /> v' 1199 SILIC�NE � <br /> ir GLAZING DETA]L � <br /> � TYPICAL VERTICAL � 3 <br /> � �RAME SECTI❑N <br /> W <br /> x NOTE� Cnulk bet�een � <br /> 3 unit and opening. <br /> o DOW C�RNING 1 <br /> 3 ; ��� 1199 SILICONE <br /> . / <br /> � � ��" TYPICAL H❑RIZ❑NTAL <br /> • I <br /> : FRAME SECTI❑N <br /> : �— � NOTE� Coutk betMeen unit nnd opening. _ <br /> • ( GLAZ]NG DETAIL _— <br /> 3 3/4' MAX <br /> SHIM <br /> �---WINDOW WIDTH �sa�' MAX.�----I a_ 52�/" x 72" +50/-50 N❑ <br /> TYPICAL ELEVATI❑N WITH FASTENERS 4 � <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 #10 PFH or greater fasteners through frame with sufficient length <br /> Code including the "High Velociry Hurricane Zone"(HVH� and the to penetrate a minimum of 1 1/2" into the wood framing (Min. S.G. _ <br /> industry standard requirements for the stated conditions. 0.55). <br /> • All glazing shall conform to ASTM E1300. 3 Host structure (wood buck, stud framing and opening)to be designed <br /> • Minimum nominal glazing:3/6° 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 /> � Illfl� � <br /> • Maximum sizes are buck/net sizes and do not include fir���b� g s� �i� <br /> This schedule addresses only the fasteners required to anchor the product to �� �� PRO]ECTENGINEER: DATE: <br /> � Q- ,•• �` -- 02/24 2010 JELDr'�EN 3737 Lakeport Boulevard <br /> achieve the rated design pressure and impact performance(where applicable)up � � , � <br /> to the size limitations noted. It is not intended as a guide to the installation� � ;��.�••• �' �p "'"eY: sr��: Klamath Falls,oR 97601 <br /> process an d does no t a d dress t he sea ling consi dera tion tha t may arise in di fferen� 7 _ Te�laff NTS (541)882-3451 <br /> - � CFiGCKFD BY: TITLE: <br /> wall conditions. For the complete installation procedure, see the instruction� 7k . -_ <br /> packaged with the window or go to www.ield-wen.wm/resources/installation. � -o . T T A�o�EO a�: Builder's Aluminum (4100) Single Hung <br /> • ' �O�' P�•'�<v� RriPRO�ERNO.: Wood Frame Installation(52.125"x 72.00") <br /> This drawing and its contents are confidential and are not to be reproduced or �� ���,�a � __ <br /> copied in whole or in part or used or disclosed to others except as authorized by i�� 1D1 ,.�3,"��G,�� <br /> JELD-WEN�If1C. , IDENTIFIER No. PLANT NAME AND LACATION: CqD DWG.No.: REV: SHEET <br /> Feaec�r�r oa¢a s�e MY44099 Venice Window Division BA4100_NCTL210�656-A �1 2 of 5 <br />� — <br />