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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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4^ Max. MIN.DISTANCE STEEL INSTALLATION <br /> FROM FOR ED6E�I/2° <br /> r--t-CORNERS Min.embedment I <br /> of three ihrends <br /> Q 3 past frame �, <br /> � 18 gauge min <br /> MIDSPAN �,j�, �HRU steel st d� Steel Stud I' <br /> THRU JAMB <br /> � va^Max 1/4"MAX <br /> SHIM SPACE <br /> MIN.DISTANCE 3 SHIM SPACE <br /> FRAME SECTION(TYP) FoR EDGE•1/2" o ��j <br /> � ti VERTICAL SECTION � ' <br /> � <br /> � Min.embedment <br /> vof three threads 2 <br /> F past frame <br /> x <br /> � <br /> = MI�SPAN <br /> 0 <br /> 0 1 <br /> _ <br /> 3 JAMB SEClzON(TYP) <br /> � HORIZONTAL SECTION <br /> B <br /> � ' � I/4"MAX <br /> SHIM SPACf <br /> IB gauge min <br /> Ste�,s+°d gUILDERS VINYL SINGLE HUNG <br /> 2 s Min.embedment Max Frame DP RATING IMPACT <br /> �WINDOW WIDTH �48" MAX.�� of three threads <br /> MZN.DZSTANCE i frame 48 x 77 +50/-50 NO <br /> lyPICAL ELEVATION WITH FASTENER SPACING FOREDGE:1/z� <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 International Residential Code(IRC),the Florida <br /> minimum embedment of three threads past the frame thickness. Locate anchors as shown in Building Code(FBC)and the industry requirement for the stated conditions. <br /> elevations and installation details. Steel substrate min.l8ga.,fy=33 ksi. 2. All glazing shall conform to ASTM E1300. <br /> 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be single strength annealed insulating glass. <br /> to the structure. The host stnacture is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where requiretl. <br /> project of installation. 5. Maximum sizes are buck sizes and do not include fin or flange. <br /> This schedule adtlresses only the fasteners required to anchor the `,��y������I ' <br /> window to achieve the ratetl design pressure up to the size fimitations ��� �� <br /> noted. It is not intended as a guide to the installation process and does 1� � , �� PRO)ECr ENGINEER: DATE: <br /> not address the sealing consideration that may arise in different wall ��� �'c` .• '� �` �� -- 07/17/2014 3737�akeport Blvd <br /> conditions. For the complete installation procedure,see the instructions � ��;�� � • .�:�O � D Vezo SCALE NTS ��� Phoneh (541 O 82-3451 <br /> pac ka ged wit h t he wi ndo w o r go to = 7 --. : CHECKED BY; rme: <br /> www.jeld-wen.com/resources�nstallation. _ 7t , ; 7� = J. Kantola <br /> = 'n . T T : � � APPRO�EO aY: Builders Vinyl Tilt Single Hung <br /> DISCLAIMER: __ ' <br /> This drawing and its contents are confidential and are not to be ��� �'• � DP;:�' �/��: p RT P 0 ECi o: � <br /> reproduced or copied in whole or in part or used or disclosed to others fi���N��to �w 66��4�� � <br /> except as authorized by JELD-WEN Inc. 9ae � . 838 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET ' <br /> �. � SJW2012-202-F C BltlrsUnyITSH OO QoFa <br />
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