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10"GENCY PLUS, INC. <br /> MAU <br /> SERIES 8313 VINYL TILT DOUBLE HUNG WINDOW <br /> INSTALLATION ANCHORAGE DETAILS <br /> NOTES' <br /> 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE <br /> EXCLUDING THE HIGH VELOCITY HURRICANE ZONE(HOM). <br /> 53" MAX. FRAME WIDTH 2 WOOD FRAMING.2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL <br /> LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING ISTHE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. <br /> 3. IX BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHERE iX BUCKS ARE USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX <br /> BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHERE 1X BUCK IS NOT USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO <br /> CONCRETEMASONRY SUBSTRATE.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR <br /> MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. <br /> -0 <br /> 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING. O (L <br /> 4.1. AAMA(WDMAfCSA 101/l.S.?JA440-11.SEE TEST REPORT NO.NCT1.410-21524-2.DATED 10116118 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK, 0: <br /> P& K12�6 <br /> 6 MAX. MATERLk: 0 <br /> 6.1. FRAME:EXTRUDED RIGID PVC, z <br /> O.C. (Typ.) S.Z REINFORCEMENT: =) <br /> 512.1. GALVANIZED STEEL TUBE-TOP RAIL OF BASH AND INTERIOR MEETING RAIL. <br /> S2 <br /> 0 52.2. U-SHAPED GALVANIZED STEEL-BOTTOM RAIL OF SASH AND EXTERIOR MEETING RAIL. Lq <br /> LLJ 2f <br /> 6. GLAZING: a cc fq <br /> 00 1 5 1 <br /> x 6A. GLAZING DETAIL AS TESTED:22.1mm(0.87W)NOMINAL O.O.A.r.0 COMPRISED OF 2 LITES OF 3mm(Giig*)TEMPERED GLASS AND 16b5mm(0-6321 IL w <br /> uj STAINLESS STEEL SPACER(TYPE SS-O).INTERIOR GLAZED AGAINST A(2KEAF DUAL DUROMeTER BACK BEDDING AND A SNAP-IN(2)-LEAF DUAL lz 2 <br /> OUROMETER RIGID VINYL GLAZING SEAD. z n� <br /> 6.2, AS TESTED GLAZING MEETS ASTM 030049a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCTAPPROVAL DOCUMENT. III C) _j <br /> < 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMANDMA/CSA 101 II.S.?JA440 SHALL BE ALLOWED PER ASTM El 300 IN NON-HVHZ (90'..>- <br /> O:f LOCATIONS. III Z 0 <br /> LL_ Ix <br /> 7. APPROVED IMPACT PROTECTIVE SYSTEM 18 REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. <br /> < <br /> REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116'OR GREATER OCCURS.MAXIMUM (a.9-3/8" MAX. B. AsLL"'ALLOWABLE SHIM STACK TO BE 114% <br /> O.C. (Typ) B. FOR ANCHORING INTO CONCRETE/MASONRY USE WIS'FLAT HEAD TAPCONS wrm SUFFICIENT LENGTH TO ACHIEVE A I 1W MINIMUM EMBEDMENT INTO w <br /> A x CONCRETE V417H I I/6"MINIMUM EDGE DISTANCE AND 1'MINIMUM EMBEDMENT INTO MASONRY WITH 2'MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS <br /> SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. ee <br /> A 10. FOR ANCHOIlJ'NG 114TO GO FRAMING OR 2X BUCK USE#10 FLAT HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A I 318"MINIMUM <br /> 6" MAX, EMBEDMENT INTO SUSSWIG RATE WITH 314'MIN!MUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS-ANCHOR <br /> 0.C. (Typ.) LOCATIONS HAVE-P 1*TOLERANCE. RoW J.Amomw,P.E. <br /> FlorldaP.E.N.49152 <br /> 11. FOR ANCHORING INTO METAL STRUCTURE USE#10 FLAT HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS i'lliffolfk <br /> MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION <br /> DETAILS-ANCHOR LOCATIONS HAVE 0-VTOLEFANCE. Qii <br /> gj <br /> 12. ALL FASTENERS TO BE CORROSION RESISTANT. <br /> 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL <br /> I ._ STA <br /> NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 1;7.OF .itvz <br /> 1-1 <br /> 3.1. WOOD-MINIMUM SPECIFIC GRAVITY OF 0-0.42 $ <br /> ELEVATION 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2SOO PSI ZO i-V <br /> 3 MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY,117 PCF <br /> NOTES: EXTERIOR VIEW '3'4: METAL STRUCTURE:STEEL I8GA(0.0428"),33KSI OR ALUMINUM 6063-TS 0.048*THICK MINIMUM -z" <br /> 1.MAXIMUM TOP SASH SIZE:49.063X 37.18&;MAXIMUM BOTTOM SASH SIZE:W X 3r Djgit�lly�jgqed,4 <br /> 2.MAXIMUM TOP SASH D.L.O.:45.563"X 33.375';MAXIMUM i3bT-rom SASH D.L.O.:46-813"X 33.188" 11 ­_ I,- <br /> 3.0.938'X 0.25'WEEP HOLE AT V FROM EACH END OF EXTERIOR SILL FACE. blibbert J. <br /> 4.1.27"X 0.3"WEEP HOLE AT 3.625"FROM EACH END OF EXTERIOR SILL FACE. A, oruso,P.E. <br /> 5.OL3M X 0.375"WEEP HOLE AT EACH END OF INTERIOR SILL TRACK TABLE OF CONTENT Date:201&l 1.21 <br /> SHEET DESCRIPTION 10.45:00-05'00' <br /> 1 ELEVATION,ANCHORING AND NOTES DESIGN PRESSURE RATING(PSF) IMPACT RATING PTO PmduCA D-1g.GIMP,LLO <br /> 2 INSTALLATION DETAILS PC a"520775 <br /> +50.0/-50.0 NONE Long ood,FL 32752-0775 <br /> 3 BILL OF MATERIALS 3214S04708 lnfo@;,Pomq wm <br /> FBPECwU0wt.oIAuMod*wlIoA <br /> No.25935 <br />