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REAv"sum"N" PLUS, INC, <br /> SERIES 2000 VINYL HORIZONTAL SLIDING WINDOW <br /> z <br /> o <br /> free <br /> MU- � <br /> INSTALLATION ANCHORAGE DETAILS tu mm <br /> Lu 0 0 <br /> Oz <br /> NOTES: o0a. <br /> F-0 <br /> w p <br /> 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDTO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE EXCLUDING THE HIGH VELOCITY p @u <br /> HURRICANE ZONE(HVHZ). 0. <br /> 2. WOOD FRAMING,2XWOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. <br /> FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. <br /> 3. IX BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHERE IX SUCKS ARE USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO <br /> CONCRETE/MASONRY SUBSTRATE.WHERE 1X BUCK IS NOT USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETE/MASONRY SUBSTRATE. <br /> DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR zt <br /> ENGINEER OF RECORD. 0 z: 1 0 <br /> 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO AAMAfNWVVDA 1 011I.S.2-97.SEE TEST REPORT NO.NCTL-210-2661.2 DATED 416/01 BY NATIONAL CERTIFIED TESTING 3: ej <br /> LABORATORIES,ORLANDO,FL FOR DETAILS. 0 <br /> >-- <br /> S. MATERIAL: <br /> 5.1. FRAME:EXTRUDED RIGID PVC. <br /> 5.2. REINFORCEMENT.GALVANIZED STEEL TUBE-CENTER HOLLOW OF ACTIVE PANEL MEMBERS(RAILS AND STILES). m <br /> 0.z U., <br /> 6. GLAZING: .I <br /> 6.1. GLAZING DETAIL AS TESTED:71W NOMINALOA IGU COMPRISED OF 2 LITES OF 1W TEMPERED GLASS AND DESICCANT STEEL SPACER,ACTIVE PANELS INTERIOR GLAZED Ed P48 <br /> USING SEALED INSULATING GLASS WITH A DUAL DUROMETER BACK BEDDING AND A SNAP-IN RIGID DOUBLE LEAFED DUAL DUROMETER RIGID VINYL GLAZING BEAD.FIXED >-�3n Fx z <br /> PANEL INTERIOR GLAZED WITH A FOAM TAPE BACK BEDDING AND A SNAP-IN DOUBLE LEAFED DUAL DUROMETER RIGID VINYL GLAZING BEAD. Z:)Ir 0 <br /> LU 0¢X <br /> 62' AS TESTED GLAZING MEETS ASTM El 300.09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. sc) <br /> &3. 1 ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMAIWDMAICSA I Olfi.S2/A440 SHALL BE ALLOWED PER ASTM E1300. Cog z <br /> 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. <br /> o <br /> 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF III WOR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 114". U) <br /> 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A I 112"MINIMUM EMBEDMENT INTO CONCRETE WITH I I/V ix <br /> MINIMUM EDGE DISTANCE AND I"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION w <br /> DETAILS.ANCHOR LOCATIONS HAVE+I-1"TOLERANCE. <br /> 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE#10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A I 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE <br /> WITH 314"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-I"TOLERANCE. <br /> Robert J.Amomso,P.E. <br /> 11. FOR ANCHORING INTO METAL STRUCTURE USE 910 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND Florida P.E.No.49752 <br /> STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE+1-1" 0'00m?". <br /> TOLERANCE. AV-001144m%x <br /> 01.6.4,'01, <br /> -,Vo %�p A" <br /> 12. ALL FASTENERS TO BE CORROSION RESISTANT. <br /> 1"2 13. 'INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURE"INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN <br /> SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: <br /> 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ) <br /> 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 250D PSI <br /> 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 POP <br /> 13.4. METAL STRUCTURE:STEEL I 8GA(0.0428'),33KSI OR ALUMINUM 6063-TS 0.048'THICK MINIMUM <br /> 14. APPROVED CONFIGURATIONS:XOX.OX AND XO. Digit,# <br /> by,Rbbert J <br /> /"oruso <br /> TABLE OF CONTENTS Date:2018.02.02 <br /> SHEET DESCRIPTION 13:33:02-05'00' <br /> 1 NOTES PIC Product Druign Group,LLC <br /> 6 <br /> 2 ELEVATION&ANCHORING PO Box FL 3220775 752-0775 <br /> 321-690-1788 <br /> 3 INSTALLATION DETAILS FOPE Certificate,ofAuthorizedOn <br /> N..25935 <br />