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ATRELTM ATRIUM CORPORATION PH:"J�3E7--2696E FX:(14)424.67" WELCOME.NC 27374 3321388 SLIDING GLASS DOORCc INSTALLATION NOTES: (NON—IMPACT) N v Z d; m18 i. ONE INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR N ¢ 0 mH m LOCATION SHOWN. LU 7 7LLL{�DDJ w M 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE 0Z. m WCH Z3<N m MINIMUM NUMBER OF ANCHORSTO BE USED FOR PRODUCT INSTALLATION. m LLJ Z� 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE a) Ly OF t1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT ILL; TAIL I.E.,WITHOUT CONSIDERATION OF TOLERANCES). a TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. GENERAL NOTES: 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND .c-, O a,< BEARING SHIM(5).MAXIMUM ALLOWABLE SHIM STACKTO BE I/4 MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA T c INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. BUILDING CODE(FBC)&THE CURRENT IBC/IRC,EXCLUDING m v V) e SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE TABLE OF CONTENTS t BETTER. ,+! 3 FOLLOWING: 5. THROUGH FIN:FOR INSTALLATION INTO WOOD FRAMING USE H8 " AAMA/WDMA/CSA 101/I.S.2/A440-08 SHEET REVISION SHEET DESCRIPTION Lb WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE II/11NCH 2. ADEQUACY OF THE EXISTING STRUCTURAL I C INSTALLATION&GENERAL NOTES 0 2 Q MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND Z "C 2 nd. FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 2 C ELEVATIONS&ANCHOR LAYOUTS �N O S V 6. THROUGH FRAME:FOR INSTALLATION INTO WOOD FRAMING USE p10 AND TRANSFERRING APPLIED PRODUCT LOADS TO THE °✓! P'J W j3 2 MINIMSWOOD SCREWS D SUFFICIENT WOOD S TO BSTRATEVE 1112 INCH 3 C ELEVATIONS&ANCHOR LAYOUTS d p FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR H t..t O MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4 C ELEVATIONS&ANCHOR LAYOUTS lux V W V) O LL, U 7. T14ROUGH FRAMETOR INSTALLATION THROUGH 1X BUCK TO 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 5 C VERTICAL SECTIONS&GLAZING DETAIL LU N k4 CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 6 C HORIZONTAL SECTIONS l�L 3116INCH DIAMETER ITW 7APCON OF SUFFICIENT LENGTH TO ACHIEVE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 1114 INCH MINIMUM EMBEDMENT, RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF ca m W RECORD FOR THE PROJECT OF INSTALLATION. V tL „ 8. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL 5R FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE m VENEER,AND SIDING. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR \ t$II IKJ+MIEN 3 4 A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION DESIGN PRESSURE RATING 9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, �Q., •,,,,• ��' MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE v RESISTANT COATING. SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT- SIZE DESIGN PRESSURE ISSILE IMPACT RATIN \••• ¢$g 10. FOR HOLLOW BLOCK AND GROUT FILLEDBLOCK,DO NOT INSTALL S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON 72"X 95.5"• .40.0/-40.0 PSF E INSTALLATION ANCHORS INTO MORTAR JOINTS,EDGE DISTANCE IS THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. = ..� W = MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT NON-IMPACT 72 X 81,50 '• 1,LS,. F,Q~INTO FACE SHELL OF BLOCK. 6. DOOR FRAME MATERIAL:VINYL/PVC 70.75"X 95.50" +50.0/-50.0 PSF = < d'•.L, .y $ 11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS " "" .50.0/-50.0 PSF 8 ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND CHARTS.SEE SHEET 5 FOR GLAZING DETAIL. p ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS $ THAN THE MINIMUM STRENGTH SPECIFIED 8Y THE ANCHOR 8. DESIGNATIONS"It"AND"0"STAND FOR THE FOLLOWING: 44,75°X 79.50" •50.0 t-50.0 PSF MANUFACTURER. X: OPERABLE PANEL L�Ju,I 15: j. lAl 0: FIXED PANEL "UNIT USES ALUMINUM REINFORCEMENTS F-`4 `C °a I- B.12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE tU N Z BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: g, APPROVED CONFIGURATION:A. WOOD-MINIMUM SPECIFIC GRAVITY OF MSS. . ZTRACK:OX,XO CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. DWG#: y C. MASONRY-STRENGTH CONFORMANCE TO ASTMC-90. t n/�TR025 Digitally signed by Hanes F.Norem,P.E. R Reason:I am approving Bus document SHEET:2016.10.2011:03:69-04'00' "t OF 46