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1 I S.S' ;� MIN.OISTANCE i u�x. ;� � FOR Eo�E:vZ• STEEL INSTALLATION ��4 � Mfn,embedment ; I 1 CORNERS �� ^ of�hreethreads i � i� 3 pasi trome ' � ._. -�- '- -- , 2 18 gouge min � � � i i I ,� Steel Siud i j � i; ' . 18 gauge min� is'o.c. iwx.n�Ru Steel Stud JAYB �? ' � I/4'MAX ' SHIMSPACE 1/4"MAX ' ;i � SMIM SPACE �I � MIN.DISTANCE 2 � � FRAME SECTION(TYP) ! � Jy- FOR EDGE'i/2" ��Q I � �i \�cRTT_CP,L SECT,T.ON i ' � � I � � � j� ; ' ; ^ I I v � i i Min.embedment i i � I � I of three ihreads 3 �� � past freme � i � _ ' � � � q� � s /� �� _ � 3 , , I I j I1 � � � i i I ; � ; � JAMB SECTION(TYP) ; � � � � HORIZONTAL SECTION i i �l i i � � � � I � 1/4"MAX � I � �� I I i � '_._ _..—_ 6'y� SHIM SPACE I -____._--_________ _'_' ._'___-- • FROY — . r CORHERS i I'-'—' '--'_"" __'—_'_" __ '_'- '___""_"_ "i '-'�' I I 18 gauge min � � i 3 S.�Snd i P�FNlIIUI�A ATLA!�!TI!' VTN�L SH VVINDQVV� I Ii 2 • Min embedmeni � i Max Frame DP RATING IMPACT i of threethreads �--M7HDOW VAD7H(36'YAK)--I !� pnstframe � i 36 x �2 +6�/-�0 N� ! I I MIN.DISTANLE i , i TYPICAL ELEVATION WITH FASTENER SPACING � FOR EDGE:1/2' ' j ------- --- - --------------- -------------__ ._._. ---'�----------- ----- ------------._ . _� I.--- --- — --------- ---- ----- --_.---- - -- I Installation Notes: General Notes: 1. Seal flange/frame to substrate. i. The product shown herein is designed,tested and manufactured to comply with the wind load criieria 2. For anchoring into metal framing use#8 TEK Self Tapping screws with sufficient length to achieve a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida minimum embedment of three threads past the frame thickness. Steel substrate min,l8ga.�fy=331cs' R��ilding�ode(FBC�iacludir�g-kIUMZ-aAd-t#�e-ir�ddst-ry-req�ir�mer�E#or-t�e-sEa#ed-eor�ditions. — 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. Ali 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 1/8" annealed insulating glass. project of installation. 4 Use structural or composite shims where required. ` 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind borne debris protection is mandated by local building code. This schedule addresses only the fasteners required to anchor the ```�� 7. Maximum sizes are buck sizes and do not include fin or flange. window to achieve the rated design pressure up to the size limitations �� i� noted. It is not intended as a guide to the installation process and does ♦ ' i PROJECiENGINEER: DATE: not address he sealing consideration that may arise in differentwall �� Q' .•'r'' " � ��• -- 06/25/2013 �jY ��jAY 3250 Lakeport Blvd r (��I fiC Fnr tha�mm�lotP ingtallatinn nrnror,i�iro coo#tio i �r��+i�� .� ��/• � ': � i �.o�+�..�BY. ■ ■'_■ _��1 �� r'_,V Klamath F Ilc QR_07Fnt , OR !t.0.._' r.,,... .r. , ,^S � $ _ .L . V�,. , ` • O = : . 5�'.:E: i■i��i • • iai \ d...., / i': D.Vezo NTS � Phone: (541)882-3451 packaged with the window or go to 7p� — - ✓� ' j �!.-,�� ' � CHECKED BY: TITLE: www.jeld-wen.comlresources/installation. _ 'f� . �*7 � = *' — J. Kantola _ J r DISCLAIMER: ; � : ; TAT� Q'� = � = APPRo�eo aY: Premium Atlantic Vinyi Single Hung Window This�rawing and its contents are confidential and are noi to be I �� ,��':F�O`F��P•'`�� PART��o��o,;: Steel Installation (36" x 7Z") I I �cN�oUuceu or c;cwpied in wnoie or in_par[or used or tiiscicsed to others I `!_ �•'s'xe�iRo, � �_i�W7UtSU I_. __ �� excepi as au:�arized by JELv-W��i�i1C. 398 ' r� � ��y` IDE�TFIcR No. PiANT NA��A�D LOCAi�O�: CAD DWG.No.. REV• SHEET I� � Eas�.��1o�d.� Le 338 NCTLZIO-3877- -FSC �� lI5[7�L�eac , FI�� 4 30F3