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15-16127
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15-16127
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Last modified
3/21/2016 1:54:50 PM
Creation date
3/21/2016 1:54:48 PM
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Building Department
Company Name
ZEPHYR RIDGEE
Building Department - Doc Type
Permit
Permit #
15-16127
Building Department - Name
ASHLINE,GARY & LINDA
Address
37644 NEWAL AVE
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��� � ' Min.embedmelrt STEEL INSTALLATION <br /> of three threads <br />, �E ��+� past frame <br /> 18 gauge min <br /> 2 Steel Stud 18 au e min <br /> 9 9 <br /> e�� � Sfeel Stud <br /> to s/e'oJc. <br /> � 1/4"MAX <br /> SHIM SPACE <br /> t/a^nnAx Min.embedment 3 <br /> SHIM SPACE <br /> of three thrends <br /> post frome <br /> � 2 <br /> N <br /> � FRAME SECTION(lyP) <br /> � VEi2TICAL SECTION <br /> _ <br /> � <br /> � <br /> 1/4"MAX � <br /> SHIM SPACE JAMB SECTION (TYP) <br /> � 3 HORIZONTAL SECTION <br /> 2 1B gnuge min <br /> Steel Stud <br /> ,� Min.embedRieni BUILDERS VINYL FIXED WINDOW <br /> ofthreeihreads Mnx Frnme DP RATING IMPACT <br /> I pp�ppNr y�N�•y,�.) I past frame <br /> lYPICAL ELEVATION WITH FASTENER SPACING 72 X 72 +�-5O NO <br /> Installation Notes: General Notes: <br /> 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria <br /> 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 Intemational Residential Code(IRC),the Florida <br /> minimum embedment of three threads past the frame thickness. Steel substrate min.18ga.,fy=33 ksi. Building Code(FBC}and the industry requirement for the stated conditions. <br /> 3. Host structure(wood buck,masonry,steel)to be designed and anchored to propedy transfer all loads 2. All glazing shall conform to ASTM E1300. <br /> to ihe structure. The host structure is the responsihi►ity of the architect or engineer of recortl for the 3. At minimum,glazing shall be single strength annealed insulating glass. <br /> project of installation. 4. Use structural or composite shims where requiretl. <br /> 5. Installation methods can be interchanged within the same opening. <br /> 6. An impact protective system is required where wind bourne debris protection is mandated by local <br /> This schedule addresses only the fasteners required to anchor the building code. <br /> window to achieve the rated design pressure up to the size limitations `������y��!!l��i�� 7. Maximum sizes are buck sizes and do not include fin or flange. <br /> noted. It is not intended as a guide to the installation process and does �� �� pROJEGT ENGINEQ2: DATE: <br /> not address he sealing consitleration that may arise in tlifferent wall ��� Q` .•'"�� �' F �� -- 06/03/2013 325o Lakeport Blvd <br /> conditions. For the complete installation procedure,see the instructions � ��;� �'.�� i DRAWN BY: SCALE: ��F� Klamath Falls,oR.976oi <br /> packaged with the window or go to � 7 � r D.Vezo NTS Phone: (541)882-3451 <br /> www.jeld-wen.com/resourcesfinstallation. _ * , ; � = )E Kantola mLE: <br /> DISCLAIMER: � � - T T : � � ^PPRO�EO BY: Builders Vinyl Fixed with Track Filler Window . <br /> This drawin and its contents are confidential and are not to be i�O �'- P;'� �[r� � Steel Installation (72"x 72") � <br /> 9 � � '. L D �. � `� P RT OJ Na: <br /> reproduced or copied in whole or in part or used or disclosed to others �i �g�{.o'�8���— �6��3� <br /> except as authorized by JELD-WEN Inc. 9� � r �_,, �8 IDENTlFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV; SHEEf <br /> �r„ �a►�+ SJW2013-047-F C 00 aoN'a <br />
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