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� , <br /> • <br /> , <br /> �M <br /> 36" IAAX FRAME WI�TH acv ocxwwrwn ' rvnc mcwo�m <br /> z-�X ,2- r -� z��x <br /> z-�X <br /> NOTES: <br /> . -� 7) THE PRODUCT SHOWN HERE IN IS DESiGNED AND MANUFAC7URED TO COMPLv <br /> � NTTH REOUIREMENTS OF 7HE FLORIDA BU�LDING CODE. <br /> 2) WOOD FRAMINC AND MASONRY OPENING 70 BE DESICNED AND ANCHORED TO <br /> PROPERLY TRANSFER ALL LOA05�0 STRUC7URE. FFtAMING AND MASONRY <br /> � OPENING IS THE RESPONSIBILRV OF THE ARCHITEC7 OR ENGIHEER OF RECORD. <br /> �Z- 3) APPROVED IMPAC7 PROTEC7NE SYSIEM IS FEOUIRFD FOR THIS PRODUCT IN WIND <br /> MAX O.C. <br /> 80RNE DEBRIS REGIONS. <br /> � 4' GIAZINCUTYPES. GLAZEO PER lSTM E7300-04.SEE SHEET 2 FOR APPROVED <br /> � j 5) .�LOWABLE STRESS INCREASE OF t/3 WAS NOT USED IN 7HE DESIGN OF THE <br /> . PRODUCT SHOWN HEREIN.WIND LOAO �URATION FACTOR Ctl=1.6 WAS�USED FOR <br /> . W000 ANCHOR CALCULATIONS. <br /> 84. 6) FOR ANCHORING INTO WOOD FRAMING OR 2% BUCK,iHROUCH FRAME USE �10 <br /> MAx k'OOD SCREWS OF SUFFIC�EN7 LENC7H TO ACHIEVE A 1 7/8�MINIMUM <br /> FRAME EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATION AND <br /> HEIGH7 INSTAILATION DETAILS. <br /> 7) FOR ANCHORINC INTO WOOD FRPlAINC OR 2%BUCK,THROUGH NAILING FIN USE <br /> � j N6 WOOD SCREWS OF SUFFICIENT LENCTH TO ACHIEVE A 1 1/4' MINIMUM <br /> EMBEDMEM INTO SUBSIRATE. LOCATE ANCHpRS AS SHOWN IN-ELEVATION AND <br /> . INSTALLATION DETAILS. <br /> � 8) FOR ANCHORING INTO MASONRY/CONCRETE AT USE 3/16'RW TAPCONS OF <br /> . SUFFICIENT LENGTH TO ACHIEVE A 1 t/4" MINIMUM EMBEDMEM INTO SUBSIRATE. <br /> - LOCpTE ANCNORS AS SNOWN IN ELEVATION AND INSTA�IJ.TION.DETAILS. <br /> 9� ALL FASTENERS TO BE CORROS�ON RESISTANT. <br /> j . 10)�NSiALLA710N ANCHORS SHALL BE iNSTALLED IN ACCORDANCE K1TH ANCHOR <br /> IAANUFACTURER�S INS7ALLA710N INSTRUCTIONS.AND ANCHORS SHALL NO7 BE <br /> USED IN SUBSTRATES WRH STRENGTHS 1E55 THAN THE MINIMUTA STRENCTH <br /> SPECIFIED BELOW: � <br /> � A.WOOD - IAINIMUM SPEqfIC CRAVITY OF C=0.42 <br /> B. CONCRETE - M�NIMUM COMPRESSNE SFRENGTH OF 3,200 PSI. <br /> � p-µ� � C. MASONRY- STRENCTH CONFORMANCE TO ASTM C-90, CFADE N,iYPE 1 (OR <br /> • CREATER). <br /> 1&5l3185SINGLEHUNGFINFRAME 11) FRAAAE AND SASH MA7ERIAL 70 BE ALUMINUM 6063-T5. <br /> EXiER10qVlEW 12) APPROVED CONFIGURA710NS: ORIEL AND EOUAL UNRS. <br /> 13) MpxIMUM D.L.O.: 73 1/8"z aa 7/8'AN� 31 1/2'* 32 7/2" <br /> DESIGNPRESSURERAT7NG IMP�ICTRATING , 14)'IF EXACT N7NDOW SRE IS NOT GNEN USE ANCHpR OUANTIN FOR NE%T IARGER <br /> • SIZE. <br /> ±55PSF NONE � � <br /> � - SIGNED:11/i i/2011 <br /> Meso IWDOWMaR ED SDOORS ```J\S IRIIIL/o��,/,i <br /> CRANTZ, PA 17030-0370 ��,�•��GENSF"9s�� <br /> ' SERIES 185/3185 SINGLE HUNG ALUMINUM WINOOW �ir- �jo 5y�r� •�� <br /> 36 X 84 NON-IMPACT - ��� �/�t� <br /> TABLE OF CONTENTS �"a7" z- <br /> ELEVATION ANp NOTES �g7, �STATE OF ��` <br /> SHEE7 NO. �DESCRIPTIOIJ �• F •� <br /> � owwrc vac ra. xcv %�'�.5.<ORIDP G��� <br /> 3 - 5 NSTALLAiION DEfAILS�L NOTES �MS °"'E 11/09/11 08�E'foOF 5 /'/�S�Otlln111���\\\ <br /> d <br />