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-- - - <br /> , f ---- ---- - --- -- MASONRY <br /> a'�° M^X• ° '�'�"°"��"�' (NCTi, 210-3656-1A) <br /> I FROM a ,e - <br /> � 14 3/8' CORNERS ; :�a• _ _ <br /> O.C. MAIC.� � — MIN. <br /> --�- 4 � --- d ' �� ENB(:DNENT <br /> � � <br /> 12 <br /> 5/8" 1/4' MAx 1 1/a' MIN. EMHEDMENT-i---I 1/4' MAx <br /> O.C. ( 1 � SHIM � �SHIM <br /> M� SPACE J"' SPACE. <br /> i �E� v � C, / <br /> oisT z vr p a I <br /> I �a,.a mc a I <br /> � � � ��r <br /> � \ <br /> DOV CORNING <br /> 6 • <br /> a �+•— �199 SILICONE — <br /> v GLA2ING DETAIL V <br /> '" TYPICAL VERTICAL � � <br /> � <br /> = FRAME SECTI❑N ' <br /> NOTE� Cn�tk bet�een <br /> ounit nnd opening. <br /> � ➢OV CORNING � <br /> z <br /> ; • � 1199 SIL]CONE <br /> . i— <br /> : /� �,� TYPICAL H❑RIZ❑NTAL <br /> : � FRAME SECTI❑N <br /> : NOTEi Cnulk bet�een unit nnd opening, <br /> , �— i <br /> • � GLAZING DETAIL <br /> 3 1/4' NAX <br /> I►—WINDOW WIDTH (5?1E' MAX.)� SPACE �� �� <br /> � . 52�/ x 72 +50/-50 ND , <br /> TYPICAL ELEVATI❑N WITH FASTENERS , � " a. I <br /> General Notes: <br /> - - - a . a - - - - � <br /> • The product shown herein is designed, tested and manufactured to Installation Notes: <br /> comply with the wind load criteria of the adopted Intemational Building 1. Seal flange/window to substrate. <br /> Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use 3/6"Tapcon fasteners through frame with sufficient length to <br /> Code including the"High Velocity Hurricane Zone"(HVH� and the penetrate a minimum of 1 1/4"into the concrete(Min. fc = 3000 psi) <br /> industry standard requirements for the stated conditions. or masonry(Conforms to ASTM C90). <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/fi'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 through the sill. <br /> � 1111l� <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]ECi 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� �:'�.�••• �'.�� wr,sv: s��: Klamath Falis,OR 97601 <br /> process and does not address the sealing consideration that may arise in different� 7 TetzlafF NTS (541)882-3451 <br /> - C KED BY: TITLE: <br /> wall conditions. For the complete installation procedure, see the instruction� yk' . / -_ <br /> packaged with the window or go to www.leld-wen.coMresources/installation. � � :, T T F '���o�EO BY: Builder's Aluminum (4100)Single Hung <br /> • O ' P,�� <v Masonry Installation(52.125"x 72.00") <br /> This drawing and its contents are confidential and are not to be reproduced or � �`�on��,�fe �� RT/PRWECTNo.: <br /> wpied in whole or in part or used or disclosed to others except as authorized by ��j�� AN�� B��G��� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET <br /> ••JELD-WEN,InC. Fec��r� oa¢n s�e MY44099 Venice Window Division BA4100 NCTL210-3656-A 01 1 of 5 <br /> l __ <br />