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INSTALLATION NOTES: Al2L 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION ATRIUM CORPORATION c SHOWN. SERIES 130 J UM WIN A;P D DOOR 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM ATRIUM WINDOWS AND DOORS NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE 9001 AMBASL100R AOW MAXIMUM SIZE LISTED. PH:""'0'ZWGFA%(2"H1Ac"° ° •1O�'s'6i 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 SINGLE HUNG WINDOW INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E., U WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT '^ z E CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 3 9 z 0- m•9 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING �? 0 3 S SHIMIS).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH.SHIM WHERE N 3 Z SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. GENERAL NOTES: W i z W S. THROUGH FRAME:FOR INSTALLATION INTO WOOD FRAMING USE$110 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED h WOOD SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 g HI TO COMPLY WITH THE CURRENT IRC/IBC AND CURRENT FLORIDA 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS BEEN 2 < EVALUATED ACCORDING TO THE FOLLOWING: TABLE OF CONTENTS z a 6. THROUGH FRAME:FOR INSTALLATION THROUGH IX BUCK TO a CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 • AAMA/WDMA/CSA 101/1.5.2/A44O-05/OS P INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11%4 AAMA 45D-10 SHEET REVISION SHEET DESCRIPTION F INCH MINIMUM EMBEDMENT. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY 1 C GENERAL&INSTALLATION NOTES REMARKS BY I DATE 7. THROUGORAME:FOR INSTALLATION INTO METAL STUD OR APPROVED AND ZX FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM 2 C ELEVATIONS A-FBC Sth ED.CODE CHANGE SM 06.03.14 CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED MULLION USE 010 HGR.T 5 SELF ACHIEVE A MI SCREWS THROUGH THE FRAME OF C B{ERTAGENCV UPDATE LS 02.27.17 SUFFICIENT LENGTH TO ACHIEVE AMINIMUM OF 3THREADS PENETRATION PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF 3 ANCHOR LAYOUTS-THROUGH FRAME • BEYOND METAL FRAME SUBSTRATE. THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF C-FBC2017 CODE CHANGE AG 10.03.17 INSTALLATION. 4 'C ANCHOR LAYOUTS-THROUGH FIN S. THROUGH FIN:FOR INSTALLATION INTO WOOD FRAMING USE 08 WOOD 5 C VERTICAL SECTIONS xs u x xcaa air Bm o.GDa a SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND AxoswuLxor ee atanoouaDixwxo¢oR aAAT WR"nnTWaliltNfANSBNIOi BUNLxG DROaS,IxG , MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 6 C HORIZONTAL SECTIONS urtwiroxt ADomoxs,x�Gx°cxr�xr,,oamxta STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE uaauNG5T0gs°DacvWRcrm�isnO�i�D1N0 9. THROUGH FIN:FOR INSTALLATION INTO METAL STUD OR APPROVED RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR 7 C MULLION DETAILS&GLAZING DETAIL MULLION USE NS SELF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT THE PROJECT OF INSTALLATION. Digitally sgniqpT F.No ,P. Reason-h3A aRprpvi-•dA�d +ment LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND Date �d4.C•9••0.9• METAL FRAME SUBSTRATE. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND ��B °�i m MAY NOT REFLECT ACTUAL CONDITIONS FOR ASPECIFIC SITE.IF ` ,p 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE ti `Z.�• -O I 7 j.) INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. REQU REMENTS DETAILED HEREIN,A LICENSED ENGINEER OR 7 ARCHITECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE * .. WITH THIS DOCUMENT IN NON-HVHZ AREAS. 11. INSTALLATION ANCHORS AND AS HARDWARE MUST BE MADE OF •O T T % CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT MAX O.A.SIZE S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS DESIGN MISSILE IMPACT O 3 COATING. PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. CONFIGURATION RATING •••.....• �� � WIDTH HEIGHT PRESSURE � F •• G � s % 12HOLLOW FILLED BLOCK,DO JOINTS.EDGE DISTANCE IS NOT INSTALL 6. WINDOW FRAME MATERIAL,PVC INSTALLATIONANCHORS INTO 53" 77" O/X +/-50 PSF NON-IMPACT y MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO xo•vE FACE SHELL OF BLOCK. 7. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO 48" 108 O/O/X +/-SO PSF NON-IMPACT LORDAASUMN P.C.H.7�° CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED BBB C DMA BEACH MW.0 3M IN ACCORDANCE WITH THE CURRENT FBC. 7235" 108 O/DOUBLE O/X +/-50 PSF NON-IMPACT DWA BEACI,it 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR FBVC CERT.of AUTHORmA m N.a°sm MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT 96 84" DOUBLE O/X +/-35 PSF NON-IMPACT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 8. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS FL Ill: p STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. CHARTS.SEE SHEET 7 FOR GLAZING DETAIL 309" 77" TRIPLE O/X '+/-SO PSF NON-IMPACT F L2 0100 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON DATE: 10.03.17 SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A.WOOD-MINIMUM SPECIFIC GRAVITY OF0.55, DWG. : CHK.BY.' B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. AMG HFN C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH E MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS SCALE: NTS 9 TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. ATR113 D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH DWG.fJ: MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. SECTION: i; E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM 18 GA.WALL c THICKNESS. F. ALUMINUM-MINIMUM ALLOY 6063-TS.MINIMUM WALL THICKNESS OF 1/16"(0.0625"). OF7