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e 1 • O A � SEE NOTE 2 ��C MAX O C SEE NOTE 2 18" 8,MAX. .. �O.C. i 4��M� (1YP) �MAX. �P� �Pjn� MAXO.C. �P� �� 4„MAX�P� SEE NOTE 6 �P� � e�� 4�MAX. � �(fYP) SEE NOTE 6 [fYP) � (TYP) � 6°MAX.(fY� I I �MAX.(TYP) I � � I � � � � � I L � I I • L nnnx o.c. � I � nnax o.c. Le°nnnx o.c. I I m,P O (fYP)THRU (TYF) (lYP)THRU MAX O.C, FRAME,12° -I � I MA�X DE��?,' I O I INSTALLATION MAX O.C. (TY�W/CLIPS I I INSTALIATION (1YP)W/CLIPS I I ANCHORS TYP. (SEE NOTE A) I I ANCHORS'fYP. (SEE NOTE A) I I . (SEE NOTE A) I I I �SEE NOTE A) ' O �� I I . 3„ � O � � T T � � L I �--- r I I � . 4� I I 3„ I a• � � � � � �( � X INSTALLATION �( INSTALLATION X I I qNCHORSTYP. I ,` I ANCHORS TYP. I I I IQ I 4 I Q I 4 e I � I s � I I , — A— C � — — — ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FINI ANCHOR LAYOUT-(FCANGEI ANCHOR LAYOUT-(FIN1 �THRU FRAME OR C4P(MI160NRV OR W000 OPENIN6) THRU NAILIN6 FlN(WO00 OPENIN6) THRU FRAME OF CLIP(MASONRY OR WOOD OPENING THRU NAll1NG FIN(WOOD OPENING) NOTES: NOTE: A WHEN INSTALLING FLANGE UNRS WRH 1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHORS SAME AS HEAD. ANCHOR CLIPS AS SHOWN ON SHEET 8, � DESIGN PRESSURE IS LIMITED TO 30 PSF: 2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM Sl'ACI<TO BE 1/4" IISE SHIMS WHERE SPACE GREATER THAN 1N6"IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3/16"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1l4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1"SHALL BE ACHIEVED IN EITHER DIRECTION. 5.#10 WOOD SCREW ANCHORS FLANGE INSTALLATION THRU FRAME)MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A M�N.EMBEDMENT OF 1 3/6"INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/B"SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS(INSTALLATION THRU FIN)MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN EITHER DIRCTION: 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. A UPDATED T0 2010 FBC 10/12/2011 ' • LUCAS A.TURNER,FL P.E.58201 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL ,`� �NQRE��T��r ' .r.f NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. t�� 4 � � G � � 5 ......... � ry 9.INSTALLATION ANCFIOR CAPACRIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: „��Gp:•'�,��'��`SF�:,QQi�y� ='�WMUOWS&uoORs A WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) �:' No 58201 �`�7�: 1900 SW 44TH AVE. B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. �� *,� '��,+ OCAIA,FLORIDA 34474 C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). . ,y , ^ ITLE �'a: :�y- ANCHOR SCHEDULE&NOTES 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE II��I�I� �^�: 3TATE OF �.,� �IES: DR4WN BV• DATE: �ERS ON F THE RE ERENCE OC MENTS RS FOLLOWING THE CURRENT VROPRIEfARVAND COPFlDENTl4L ��i��T�.'��S D A,:`��:� oDEL 3500 scuE ADE ' owa.No 03/16f09 FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), WIN OW SYSTEMSCNOTANYREPRODUCTION WGPARTORA APWHOLEN7T�HOUI THE �'�ss/�� E��`� SINGLE HUNG _ NTS CWS�66 FMA/W�MA 250(BOX WINDOWS),FMA/AAMA/WDMA 300�EXTERIOR DOORSJ. NRI7TEN PERMISSION OF CUSTOM WINDOW SYSTEM9,INC.IS PROHIBITED. ��I�o�A�1�� REV.LETTER: A' ' HEET z QF I O