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� ' .. <br /> _ � ' ;�_ �o� - � - " -.r_: <br /> - _ aEV oFSCwPnoN w� ,waaovm <br /> � ` � <br /> - _- - -_ -- - � � , <br /> NOTES: ,`'. 15. FOR ANCHORIN INTO.MASONRY/CONCREfE_USE.3/16' TAPCONS WITH SUFFlCIENT LENGTH ' ''' <br /> = - 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH - - - , TO,ACHIEVE,A 1,i1/4", Iv11NIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM;_EDGE_-�" <br /> - ' REQUIREMENTS OF THE FLORIDA BUILDING'CODE. i ` _ �- DISTANCE. LOC,TE,;ANCHORS AS.SHOWN IN-ELEVATIONS,AND;JNSTALLATION DEfAILS. - - " �I <br /> -_ _ _ 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY' '_" ' �6: FOR-ANOHORIN -INTO�MEfAL- STRUCTURE.:LSE� 1.0,.SMS.OR=SELF DRIWNG ' ' '�^�"'^•` ' - - %t <br /> �_ SCREWS WITH _ --- ��:�_-, , <br /> ' _ -' ° TRANSFER ALL LOADS TO STRUCTURE.-FRAMING AND MASONRY OPENING IS THE -' __ SUFFICIENT LE GTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR'WALL.�����' =_ <br />- ' � �RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF R CORD. LOCATE_ANCHO S_AS_SNOWN_IN_ELEVATIONS AND INSTALLATION DEfAILS. - <br />= 3. 1X BUCK OVER MASONRY/GONGREfE-IS=OPTIONAL 17, ALL FASTENER TO BE CORROSION RESISTANT. - <br /> 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1�2" WINDOW UNITS MUST BE 18. INSTALLATION A CHORS SHALL BE INSTALLED IN ACCORD <br /> - � ANCHORED THROUGH THE FRAME IN ACCORDANCE WRH'MANUFACTURER'S PUBLISHED - - ANCE WITH ANCHOR <br /> _ MANUFACTURER S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN� -" - ' - <br /> '- INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO � SUBSTRATES WI STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFlED BELOW: � <br /> MASONRY, CONCREfE OR OTHER STRUCTURAL SUBSTRATE MATER44L. A. WOOD - MI IMUM SPECIFIC GRAVIlY OF G=0.42 <br /> 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATF3�, BUCK SHALL BE SECURELY 8. 'CONCRETE__ MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. - '- - <br /> - FASTENED TO MASONRY, CONCREfE OR OTHER STRUC�RAL SUBSTRATE. WINDOW UNITS MAY - C. MASONF2Y - STFiENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER): ._ ' <br /> BE ANCHORED THROUGH FRAME TO SECURED WOOD B CK IN ACCORDANCE WITH D. MEfAL STRU TURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-TS 1/8" THICK MINIMUM <br />- - - MANUFACTDRER'S PUBLISHED INSTALLATION INSTRUCTIONS. �� <br /> - , 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS �UST BE�SEPARATED WITH'APPROVED � �� <br /> COATING OR MEMBRANE. SELECTION OF COATING OR M MBRANE IS THE RESPONSIBILIlY OF <br /> THE ARCHITECT OR ENGINEER OF RECORD. <br /> ' 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE%.SO THAT FULL FRAME SUPPORT IS � _ <br /> ' PROVIDED. <br /> 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH L!OAD BEARING SHIM. SHIM .WHERE - , <br /> SPACE_ OF 1/16" OR GREATER OCCURS. MAXIMUM ALLQWABLE SHIM STACK TO BE 1%�'.=. �� ' •� - - ��=" - �'" -°� ' _ - ' -' `" -' '- <br /> � 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPAB�E � - � <br /> OF SUSTAINING APPLICABLE LOADS. _ <br /> 10. WIND LOAD DURATION PACTOR Cd=1.6 WAS USED FOR 1WOOD ANCHOR CALCULATIONS. � , .� . �-- - •- � - � . . _ <br /> 11. FR4ME MATERIAL• EXTRUDED RIGID PVC.._ _ - - <br /> - � 12. UNITS MUST BE GLAZED PER ASTM E7300-04. - - - ' - - --� � <br /> 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE - - - -- -- - - <br /> ' DEBRIS REGIONS.` <br /> ' 1k. FOR ANCHORING'1NT0 WOOD FRAMING OR 2X BUCK US� #10 WOOD SCREWS WITH � <br /> „ SUFFlCIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE <br /> ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION�DETAILS. <br /> i <br /> i <br /> 'r <br /> -: _ -- -- ; _ <br /> I <br /> � <br /> ' , <br /> SIGNED:05/28/2015 <br /> REGENCY PLUS, INC. ���tutrrr� <br /> - 2000 LOCUST GAP HIGHWAY �����5 R• L p��/i� <br /> _ - -__ MT CARMEL. PA 17851 ��l���GEy �q��i,' - - - <br /> SF.� � - <br /> TABLE OF CONTENTS MODEL TECH 2O00 DOUBLE HUNG VINYL �*: ,„ �5t •.y�.� <br /> . � ' SHEEp N0. . DESCRIPTION PRIME, WINDOW,- 53" X 77"�- NON IMPACT ,; � <br /> - - - - - NOTES- -- . � iv� (�cz� = <br /> ' � - - — — -- �� -- TAT -E OF-;�� <br /> - __ 1' NOTES DRAWN: ' - � DWG NO.- /�i(�� ,� <br /> 2 ELEVATION, ANCHORING AND GLASS DETAILS. N.G. OS-02705 � �/iFS•=��Rt4P G���� <br /> , 3 - 4 INSTALLATION DEfAILS � NTS °^� O5/27/15 SH�T1 OF 4 /���S��NA1.'��\��� . <br /> � <br />