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1 � ' ' - °.5- ` ' MASONRY INSTALLATION �. � �iROY I I i _ CORNERS �I I�—�—MIN DISTANCE � � � � FOR EDGE.21/2" I I ' G MASONGY ----" � � i � ' � ii Vd BLOLK I I i � 2 I i d�� 4 1]/4'MIN. � I 15'O.C. �� Q 3 EmeEDmEt�T i i MAX.THRU i I � � JA48 �i i ; � i 1 1/4•MIN. il EMBEDMEN7 � i� , i I i 1/4'MA% I 7 I 1/4"MAX i SHIM SFaCE _ i � v 3 SHIM SPACE I �w ' f:�IN.D:STAht..c � ' I j� �� I j i FOR EDGE:2 1/2" C^ 2 � � � 11��1 FRAME SECTION(TYP) I i � '� i -y' VERTICALSECTION I � !i � � • I I � ^ � � i v• I i � � •p • i � � i � Q d� � I MASONRY � i II ' � BLOCK � ; I I � � ! i i � JAMB SECTION(TYP) � � i HORIZONTAL SECTION i I ' i � � ' I ! ,i va•r+✓.x 1 ---- -- -- ------------ ---' - -- -- — I I D �� s�n sracE i � J I �� I 1 6�YAX. � CORNERS v ° . Q ,,,4•MW. ��----�--------�-�---- --I 'z. EMBEDMENT ! I PREMIUM ATLA.R�l�C VINYL SH VliINDOINj , � . a � I Q � MASONRY I � Max Frame DP RATING IMPACT I BLOCK i �--WMDOW WIDiN(36'WJ(.)� i ,�,,ouT�N� ! I 36 x 72 +65/-70 NO i , FOR EDGE.21/Z' I I TYPICAL ELEVATION WITH FASTENER SPACING , � � � --------— ---- - -- ------------ - ----� --------- ------ ---- - ----' �---- ------------�---- --— --� Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum ofi the adopted International Building Code(IBC),the International Resitlential Code(IRC),the Florida of 1 1/4"into concrete or mason at each location wj_th a_2�J2�nin.fLomedg�dislance�oLconccete ilding-Code�FBG)-iasiadi�Q-�U��-2Rd-t�e-iAd�s#r�-re��irer�er��#or-tf�e s#ated-eondi#io . (min.fc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2. All glazing shall conform to ASTM E1300. 3. Host structure(wood buck,masonry,steel)to be designed and anchoretl to properly transfer all loads 3. At minimum,glazing shall be 1/8" annealed insulating glass. 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. . project of installation. 5. Installation methods can be interchanged wi�hin 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� PROJECi ENGINEER• DATE• not address he sealing consideration that may arise in different wall � �Q"' .• ' p," � �i -- 06/25/2013 Yyyq �■�j��'�q/�� 3250 Lakeport Blvd ��nvl�tinn� Gnrfhor lofoin 1 �i i� .�I aL...' t.�...t',..... � � � �G•'�`�fa�=�O i ..,.. �..o�. ■ ■'_■ _��1 �� n� IlI�.T.3��'.F�I�S��.��.�..n.� . ..0(^r .��$.2. 2.�vii Niv�2uuic�Scc uic iiWuul.tivtl� � � �� % t . � " ' �`��: i�ari� •• i�i \ packaged with the window or go to = :�N ��7 F= � D.Vezo NTS J Phone: (541)882-3451 ' ' �� CHECKED BY• TITLE: www.jeld-wen.comlresources/insiallation. = �k' '� ��"�� /' = �k" _ ). Kantola _ �� T TjE C3'F : � = APPRo�eo aY� Premium Atlantic Vinyl Single Hung Window D!SCLAIMER: � / -- IThis drawing and its contents are confidential and are not to be ��,�'�.'�O`F�(UP:•'� �� PART�P^O�E�No: Masonry Installation (36" x 72") �� reproguced or capied_in wnoie or in part or used or disclosed fo others ! !__��Ro, �:�._ �� ! UUUyU2fU 1 ��I I� excep�as a;;thorized b J�LD-WEN Inc. j 3ae ��a� ��td.��i'te 338 '�`�'�"R`'o. �u�h�NAMC AND LOCA�O�: CAD DWG.�o. REV• SiEET � � � y � ry eac� �3do4 f�7CTLZ10-3877-3�-FBC 00 � z oF 3 ,