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ATRIUM CORPORATION AvM <br /> INSTALLATION NOTES: 31113121378 SLIDING GLASS DOOR °N D ne i 6:n Din" <br /> 1. ONE(1)INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR <br /> IMPACT) 3tq WELOOMEt 273N.w. <br /> LOCATION SHOWN. (NON <br /> -IMPACT) NC 27371 <br /> 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM PH:(214)637-2696 FX(274)424-6734 <br /> NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 00 <br /> 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE O m <br /> OF±1/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT # v <br /> GENERAL NOTES: <br /> m�Z V)Zm n <br /> DETAIL(I.E.,WITHOUT CONSIDERATION OF TOLERANCES). ny OO a^��m <br /> TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND N¢<z <br /> ANCHOR TO THE NEXT. MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA <br /> 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BUILDING CODE(FBC)AND THE CURRENT IBC, Z h Z Z W <br /> BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 EXCLUDING HVHZ AND HAS BEEN EVALUATTEDED ACCORDING w FH m(L ^ <br /> INCH.SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. TO THE FOLLOWING: m p�+ .0 ¢m m <br /> AAMA/WDMA/CSA 101/1.5.2/A440-05/08 d p �"�2 H a <br /> SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR W m¢Z n <br /> BETTER. 2.ADEQUACY OF THE EXISTING STRUCTURAL Lu Q,per(.p A <br /> CONCRETE/MASONRY,STEEL STUD,AND ZX FRAMING AS A H !� <br /> a <br /> no <br /> S. FOR NAIL FIN:WOOD BUCK:USE#8 WOOD SCREWS THROUGH THE FIN MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF F a M = <br /> OF SUFFICIENT LENGTH TO ACHIEVE I I/2INCH MINIMUM WITHSTANDING AND TRANSFERRING APPLIED PRODUCT <br /> EMBEDMENT INTO WOOD SUBSTRATE. LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF <br /> W <br /> 6. FOR NAIL FIN:STEEL STUD:USE#8 TEK SCREWS THROUGH THE FIN OF THE ENGINEER ARCHITECT OF RECORD FOR THE <br /> PROJECT OF INSTTAA LLATION. Q O O O <br /> SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS C) .N-, p O <br /> PENETRATION BEYOND METAL FRAME SUBSTRATE. 3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND "C * U) <br /> ANCHORED TO PROPERLY TRANSFER ALL LOADSTO THE m ti V) <br /> ry 7. FOR THRU FRAME:WOOD BUCK:USE#10 WOOD SCREWS THROUGH STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE <br /> THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF v <br /> Lu EMBEDMENT INTO WOOD SUBSTRATE. RECORD FOR THE PROJECT OF INSTALLATION. TABLE OF CONTENTS Z W Z FW- <br /> CD ¢ <br /> 8. FOR THRU FRAME:CONCRETE/MASONRY:FOR INSTALLATION 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE SHEET REVISION SHEET DESCRIPTION O Z = a <br /> THROUGH 1X BUCKTO CONCRETE/MASONRY,OR DIRECTLY INTO GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR Z = V <br /> CONCRETE/MASONRY,USE 3/16 INCH DIAMETER ITW TAPCONS OF A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION I C INSTALLATION 6 GENERAL NOTES OI-B� U W Z <br /> SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, P W O <br /> A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE 2 C ELEVATIONS I`"I H OV <br /> 9. FOR THRU FRAME:STEEL STUD:USE#10 TEK SCREWS THROUGH THE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 3 C ANCHOR LAYOUTS J u Aj -'CFRAME OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 w v) O W V <br /> THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. S.APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON ~ <br /> 4 L VERTICAL SECTIONS p <br /> tL <br /> THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. N � <br /> 10. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL 5 C HORIZONTAL SECTIONS 6 GLAZING DETAL <br /> aL <br /> FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK 6. WINDOW FRAME MATERIAL:WHITE OR BEIGE VINYL W COU <br /> VENEER,AND SIDING. <br /> 7.GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS <br /> 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE CHARTS.SEE SHEET 2 FOR GLAZING DETAIL (j <br /> ¢ MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION 1gL I 13/�7 V <br /> g RESISTANT COATING. DESIGN PRESSURE RATING ` G <br /> E • IVV• f& <br /> 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL SIZE DESIGN PRESSURE CONFIGURATION MISSILE IMPACT RATING <br /> INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS _ •6.= H' <br /> 2 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT 70.75"x 79.5" •35.0/-35.0 PSF d <br /> INTO FACE SHELL OF BLOCK. F 1 <br /> 94.75"X 79.5" •35.0/-35.0 PSF <br /> 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH OX(FIN) =. <br /> ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND 74.75"X 95.5" •30.0/-30.0 PSF :• ? ` <br /> ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 72"X 82"" •35.0/-35.0 PSF d' �p <br /> NOT RATED <br /> THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR 71.56"x 79.5" •35.0/-35.0 PSF ��J�/y PROF"S� <br /> X MANUFACTURER. MILL 1 <br /> 95.63"X 79.5" •35.0/-35.0 PSF m(O m Z U) <br /> 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE OX(FINLESS) F-m ¢H <br /> BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 75.75"X 95.5" •30.0/-30.0 PSF gow 3 =2 V Z <br /> A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.42. '0 V <br /> y B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 72"X82"' •35.0/-35.0 PSF <br /> j C. MASONRY-CMU UNIT STRENGTH CONFORMS TO ASTM C-90, *UNIT USES ALUMINUM REINFORCEMENTS,ALL OTHERS USE STEEL DWG#: <br /> $ WITH MIN.COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT A TR0 2 3 <br /> u� CONFORMS TO ASTM C 476,MIN.GROUT COMPRESSIVE <br /> STRENGTH OF 2000 PSI. Nonero <br /> g D. STEEL-MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALL Digitally signed p Hennes F.ocumo P.E. SHEET: •( OF 5 <br /> Reason:I am approving this document j 1 <br /> THICKNESS OF 33 MILS.(20 GUAGE) Date:2017.01.17 00:26:33-05,00, <br /> 'Y <br />