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3�" �� ' NAIL FIN INSTALLATION I��. � FROY I I . CORNERS ii �� 11/2"MIN EMBEDMENT � ' � � '' � MIN.DZSTANCE � '� � 2 2X WOOD FRaME i I i FOR EDGE'3/4° MIN.DISTAt�10E iYA%.iNRU �I FOR EDGE:3/4' I , ZX WOOD 3 . I HAIL i7N j� , ; FRAME ; �� 7/4"MAX 3 � . � ii SHIM SPALE I , I � � I I g 1/4"MaX � i � I I IL�I i i SHIM SPnCE i � 1 1/Z"MIN. i I �I � EMBEOMENT � ... I I o � i • � i � � FRAME SECTION(TYP) , U � � i I i �� VER7ICAL SECnON � 3 � uo*E:cow�x�.�m w�.y fey.e wooe�x:�s ( g �� I� 1 Z �� I I I I � i � 3 - : �� r - _. , � i � ' ; JAMB SECTION(TYP) i i� ; � � ' HORIZONTAL SECTION � ; � � � NOTE:Caulk beMcen Nuiiing Flange6 Wood Openbg. , i ' " I I � I � -._.._____---___ .._______- • %� __"—___._'__--__. .___—. � 1/4"MAX i ♦'YA%. 'I SHIM SPACE 3 , '___'_""'___"'__'__-" _ _'___'—___—_'""""""__" FROY CORNEI6 li MIN.DISTANCE i � I � ' -� ,; FOREDGE:3/4' : ��`p�1IUM ATi.�N�ZC VINY�SH WINDOW� —� !� i 2 ZX W000 F�,� � Max Frame DP RATING IMPACT � !I WINDOW WID7H S6'YAX. 1:/2'MIN.EMBEDMENT � � �--� ;� ; ; 36 x 72 +65/-70 NO , � I ____ ___TYPICAL ELEVATION WITH FASTENER SPALING �� i � ------- - ------------ - ---- --'�--- ---------- --- --------' �---------- ----- -• ----�--------- I Installation Notes: General Notes: 1. Seal flangelframe to substrate. 1 The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 9/2"into the wood framinq. For 2X wood frame substrate(min.S G.=0.42� _—BuildiAg_Code(F�-ipcludiag-ki1/k�Z-a�d-t�eaaddst�y��q�tifer�er��#or-#he-sEated-eeflditior�s. - 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 118"annealed insulating glass. , pfOj2Ct Of If1Sf211atlon. Digitally signed by Hermes F Norero,P.E. 4. Use structural or wmposite shims where required. Reason:I am approving this document 5. !nstallatien meLhods can be interchanged within the same opening. Date:2013.08.1212:29:29-04'00' 6. An impact protective system is required where wind borne debris protection is mandated by local Thfs schedule addresses only the fasteners required to anchor the building code. window to achieve the rated design pressure up to the size limitations `��i�� 7• Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does �� ' �� PROJECi ENGINEER: DATE: not address he sealing consideration that may arise in different wall �� .• �� -- 06/25/2013 Y 'y��A� 3Z5o Lakeport eivd � �C/ ' •!•^�-�•�/ _ � ��■ _■� W n 1 V Klamath F?Ilc np o7�ni �nn�litinnc, Fnr tha rnmrlofio ingfwa,Il4ti�n�r��o�l�ro Soo�tio�^S��M��S � � ��y �` � '��-` � ^�^ ,^�9Y. SG.:r i�i�,�i ♦• iiy � • . �� D.�Vezo NTS J Phone: (541)882-3451 packaged with the window or go to ' N��78� _ , www.jeld-wen.com/resources/installation. �'��"' � ` ' � *' = J Kantola ,-mE: DISCLAIMER: � �° - STRTj� Q'� = � = "°PRo"E°e''� Premium A t lan tic Viny l Sing le Hung Win dow IThis drawing and its contents are confidenTial and are nof to be �0,��'j FL O`F�"I�P:��•�� P�r�P�o;;��o�: Nail Fin Installation (36"x 72") � reproduced or capied in wnoie or in pari or used or discicsed to others I i �s'ne�p�o'„��._�� __�_vUUyUZSU I__ _ _ _ _ - --- -�� I i excepi as auiho�ized by,i tL�-W��V�P.C. �398 fE9��. �B10Rd �111.e 338 '�-'�'iF:ER No. PLAN7 NAi iE AND LOCA i iOfv. CAD DWG.No.. R`cV' SHEt� 1 OF 3 � " ��eH��`�04 NCTL210-3877- -FBC 0� �