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; _ -- �- n— — - -- N;;IL FIN <br /> ..� , . <br /> ; ax�• Max. �\ ,� (NCTL 27 0-3656-1A) <br /> ; FROM _ , , <br /> : � 14.3/8' CORNERS i 2 <br /> � , O.C. MAX.��� - - --- -- <br /> � _� � � �iii� - � i <br /> i <br /> I i � -- il <br /> ! � 1/4' MAX S I; <br /> �I, <br /> I / i 13� � SHIM - <br /> I � i pM,� �\ SPACE t 1/4' MAX jI <br /> � / i � SHIM <br /> i � ��� -, SPACE II <br /> I I \� • �ai m I I <br /> I �� DOV CORNING II <br /> —v�'— 1199 SILICONE <br /> � S GLn2ING DETAIL <br /> � N TYPICAL VERTICAL M N I <br /> ' = FRAME SECTI�N i <br /> I = NOTE� Cnulk betrreen <br /> �? � unit und opening. <br /> W I <br /> D�V CORNING I <br /> p : �� 1199 SILICONE O 5 <br /> 3 ' : // v.�,mc <br /> I • <br /> � <br /> TYPICAL H❑RIZ❑NTAL <br /> I ' /� � FRAME SECTI❑N <br /> : GLAZING DETNL NOTEi Cnulk betMeen unit nnd opening. <br /> ' 1/4' MAX <br /> SHIM - - — <br /> SPACE <br /> I <br /> ��--WINDOW WIDTH (5?M' MAX.)---I i i 2 _O 52��� )( 72�� +50/-50 N� <br /> ffi``v�i� � <br /> TYPICAL ELEVATI�N WITH FASTENERS � 5 _ n <br /> General Notes: Installation Notes: <br /> • The product shown herein is designed, tested and manufactured to 7. Seal nail fin to substrate. <br /> comply with the wind load criteria of the adopted Internationai Building 2. Use #8 PH or greater fasteners through nail fin with sufficient length to <br /> Code (IBC), the International Residential Code(IRC), the Florida Building penetrate a minimum of 1y2' into the wood framing (Min. S.G. = 0.55). <br /> Code including the"High Velociry Hurricane Zone"(HVH� and the 3. Host structure (wood buck, stud framing and opening) to be designed <br /> industry standard requirements for the stated conditions. and anchored to properly transfer all loads to the structure. The host <br /> • All glazing shall conform to ASTM E1300. structure is the responsibility of the architect or engineer of record for the <br /> • Minimum nominal glazing: 3/6' monolithic or 1/8"insulated. project of installation. <br /> • Installation methods may be interchanged within the same opening. 4. We recommend using Tegratite'" installation <br /> • An impact protective system is required where wind borne debris (http://www.jeld-wen.com/newinstallationtechnologyn for weatherproofing <br /> protection is required by local building code. � ����i! 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness <br /> • Maximum sizes are buck/net sizes and do not include firy��b� g s��/i� .050"). Nail Fin extends approximately 1.258" away from frame. <br /> This schedule addresses only the fasteners required to anchor the product to �� �j PRO]ECT ENGINEER: DATE: 373]I��(ePOfC BOUI2Va�C� <br /> achieve the rated design pressure and impact performance(where applicable)up ���Q'.�''���� � F " 02/24/2010 JELI�'�NEN <br /> \ �'.�� wN sr: sca�: Klamath Falls,OR 97601 <br /> to the size limitations noted. It is not intended as a guide to the installation� � ;'�- Te�laff NTS (541)882-3451 <br /> process and does not address the sealing consideration that may arise in different_ 7 - - c ED BY: TITLE: <br /> wall conditions. For the complete installation procedure, see the instruction� 7t' . -_ <br /> packaged with the window or go to www.ield-wen.comlresourceslinstallation. � � :� $T T A�o�EO aY: Builder's Aluminum (4100) Single Hung <br /> • O� � Ps•'�<U� RriPRO�ECrNo: Nail Fin Installation(52.125"x 72.00") <br /> This drawing and its contents are confidential and are not to be reproduced or � �a�fe � __ <br /> copied in whole or in part or used or disclosed to others except as authorized by �� g� �LD���L��G `` IDENTIFIER No. PIANT NAME AND IACATION: CAD DWG.No.: REV• SHEEf <br /> JELD-WEN,If1C. Fsae��rAN 7}iORIZA 3 �s e MY44099 Venice Window Division BA4100_NCTL210-3656-A �2 3 of 5 <br /> l <br />