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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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MASONRY INSTALLATION <br /> f0y Sz/�0-UC � MIN.DISTANCE ' ' <br /> FRAIE ��� FOR ED6E:2 L2" <br /> ' e aG . MASONRY . <br /> ,L • BLOCK � <br /> � to�e•o.c � ° • . � .. <br /> �� � 1 L4°MM l i/4"MIN. <br /> � ,a 3 EMBEDMENT EMBEDMENT <br /> Q�. • <br /> � • <br /> � 1/4"MAX <br /> Q 3 SHIM SPALE <br /> .o a <br /> iiao� a 2�� � : <br /> �j , SHIM SPACE • <br /> 3 <br /> � MIN.DISTANLE • d� • <br /> � FOR ED6E:2 1/2" '�� � <br /> �i <br /> � FRAME SECTION(TYP) <br /> � VERTICAL SECTION MASONRY <br /> BLOLK � <br /> JAMB SECTION(NP) <br /> ��4�M� HORIZONTAL SECTION <br /> SHIM SPACE <br /> � � �• .. <br /> A <br /> Q • p 1 V4"MIN. <br /> EMBEDMENT <br /> • 9 . . <br /> v p� . �Q KNRY BUILDERS VINYL FIXED WINDOW <br /> � „�N,,,,,,„,,,,�,,.„�,�,, � � Max Frame DP RATING IMPACT <br /> MIN.DISTANCE �2 x 72 t�-,5O NO <br /> TYPICAL ELEVATZON WITH FASTENER SPACIN6 FOR EDGE:21/2° <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. Use 3/16"Tapcon or equivalent fasteners through frame with sufflcient length to penetrate a minimum of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida <br /> of 1 1/4"into concrete or masonry at each location with a 21/2"min from edge distance.For concrete Building Code(FBC)and the industry requirement for the stated conditions. <br /> (min.fc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2. All glazing shall conform to ASTM E1300. <br /> 3. Host structure(wood buck,masonry,steel)io 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 structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. . <br /> project of installation. 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 Gmitations `���������!�l���j� �• Maximum sizes are buck sizes and do not include fin or flange. <br /> noted. It is not intended as a guide to the installalion process and does �� . ,Q � PRO]ECi ENGINEER: DATE: <br /> not address he sealing consitleration that may arise in different wall ��� � .•''��� �' F ���� -- 06/03/2013 '�°�T 3250 Lakeport Blvd <br /> � �/ � '• '� � � "�� "�N Klamath Falls,OR.97601 <br /> conditions. For the complete installation procedure,see the instructions ` � ; : O r D Veio S�E NTS Phone: (541)882-3451 <br /> packaged with the window or go to � 7 �_ � <br /> r + CHECKED BY: TITLE: <br /> wwwjeld-wen.com/resourcesfinsiallation. _ � , ; 7� _ ]. Kantola <br /> : 'o . T T : � = �PRO�EO 0Y: Builders�nyl Fixed with Track Filler Window <br /> DISCLAIMER: � 7J :. • [V � _ �� � <br /> This drawin and its contents are confidential and are notto be % � =. L OQ':� � � Masonry Installation (72 x 72 } <br /> 9 � . � PRTPOJ o: <br /> reproduced or copied in whole or in part or used or disclosed to others �i �.g a��� �6���� <br /> except as authorized by JELD-WEN Inc. 998 �e �. �a�� � ISJW2013-047-F C�NAMEAND LOCATION: CAD DWG.No.: REV: oo SHEEf <br /> 30F4 <br />
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