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- --- -- - � - � -" ' NAIL FIN INSTALLATION 5.5- MAX' I i �-�-�� I 1 CORNFRS � � 1� T I � I �17/2"MIN.EMBc`DMENT � I �+ !I II11 T i I MIN.DISTANLE � �i 1 I I �I�� /�� I i 2X WOODFRAME � I 1 I 2 FOR EDGE 3/4" i 'd9�'/°y MIiJ DTSTANCE I r 4• I w�c.�°r�a u i �cz Fcs::s�a• 2x F o0 E I I 3 � I I i � Ku�nei ' T\ � � I I � i � i�4^M a x 3 � � I SHiM SPACE 1 i � I 2� I 1/4"MAX i .. i i nu iiil i I n n �c i SHIiJ�SPAC`t i i i ; 11.._,_tL � t�n°nrt�N. �a � i EMBEOMENT � � 9 � � I �� FRAME SECTION(TYP) _ � 6 � � VERTICAL SECTION . ��/ t Nort.w�e..,.�U r+duy rey�e w,ea o�...�y. � t L �� i � il �� i I I I O 1 111111 /�� 111111 1 � I '1 I I I I I � I IIIIII�✓� IIIIII I �� -=---;r�� ' !��u I � JAMB SECiiON(TYP) j i � HORIZONTAL SECTION ' I � � NOTE:Caulk betwcen Nail�ny Flaye d Wood Openiny. �� 1/4"MAX .._._. ._. _. �./.�i {'�, i SNIM SPACE 3 �_ � �p�p� i �� MIN.DISTANLE — � FORE�F:3�^• PREMIUM ATLANTIC VINYL SH WINDOW I � Z 2XWOODFRAME Max Frame DP RATING IMPACT �-WINDOW MMTH(S6�YNC.) I �, 11/2'MIN.EMBEOMENT 36 x 72 +65/-70 IVO 11 i � II TYPICAL ELEVATION WITH FASTENER SPACING � --- ' '-- - -'----..._.--'--' �- - ._ _..__ .._. .__... .._._...-'--._._. ___ Installation Notes: I General Notes: , co�l fl�nnclframa tn ci ihctrata_ � The product shown herein is desiqned,tested and manufactured to compiy with the wind load criteria I I .,�...r. ._ I I 2. Use#10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 I of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida �i2"ir�to t�2�vGod fraMi�y. F��Y��d��am�su��:;u:��m;".c r_ =n d?�, R��ilriin�rnriglFRr1 i�rli uiin�HVH7 and the industry reouirement for the stated conditions. I I3. 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 ot tne architeci or engineer of record for the 3. At minimum,glazing shall be i!8"annealed insulating glass. I �i pfoJOCt of If1St8112ii0n. Digitally signed by Hermes F Norero,P.E. 4 Use structural or composite shims where required. ; L:_J_�..__�. L J..:aL.�lL�....��.�.�....:�.� I I ned5url:idiiidjiN�Gtiifi�Jiiiuu�..u�i�c�� I j. iflSiBiicil0iif�i2uiUu'SCB�ueiiiieiCnaiiyeuw�unnu�caai��ovNc�nny. !I Date:2013.08.12 12:2929-04`00' l g. An impact protective system is required where wind borne debris protection is mandated by locaf � buiid'+ng code. I I This schedule addresses only the fasteners required to anchor the ```�»��!�� I 7 Maximum sizes are buck sizes and do not include fin or flange. I I ��.�f �hio��a±hg rYtg�i�Iccinn nroca iro i in tn tha ci�o limitafinng � �� ..�� .... 02.. �... ...�..r......._.__r i- noted 1 It is not intended as a guide to the installation process and does �� j PROJECT ENGINEER: DATE: 3ZSO LaICePOfC SIVd not address he sealing consideration that may arise in different wall ��" ,.•'' • ��,Sj �� -' 06/25/2013 �� i Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions � � � f. � DRAWN BY� SCALE: � �� '� / �`; 0 � D.Vezo NTS Phone: (541)8s2-3451 packzged with the window or go to O. � 7 � CHECKED BV� TITLE: - �* �k� � * = J Kantola www.jeld-wen.comlresourceslinstallation. _ , _ ' -o T,�T �i- � °,erni�m At!antic V;n�! Si�yle Hu^� �nr;;;,��,f; � ' APPROVED BY• DISCLAIMER: �� - ' � � Nai in ns a a ion -"�7- ?his drawino and its cortents are con idential and are not to be � �,��'-g��OP;•' ��1 PART?RO]°CT No.. • ' reoroduced or cooied in who':e or ir,part or used or tlisclosed to o:hers % �'S'�'1°��0��-�� V�IJtSU / N �. ID=NTIF'.ER N0. °lAN7 NAME AND LOCA?ION: CAD DWG.No. REV' �� 5`��' exce4',as a��Cnorized by!�LC-�N�N!r:c. 3ea sa��h��te 338 NCTLZIO-3877-,-FBC I 'o�3 Heac , 4