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Andersen. <br /> INS" <br /> 100 FOURTH VE NORTH <br /> 011YPORi,M SSW3-1096 <br /> PH:(651)264-5LS0 RL(651)26454E5 <br /> ZC Z <br /> Ca F� a� Re <br /> iJz z� 0 <br /> z0 0� L7 <br /> INSTALLATION NOTES: Q 2 F= G ,. <br /> 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION,UNLESS OTHERWISE SHOWN. <br /> Zz i4 I..mM <br /> 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF <br /> THE MAXIMUM SIZE LISTED. ANCHOR SCHEDULE <br /> 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/4INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR MEDGIN.DISTANCE <br /> a <br /> LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT D DISSTANCTANCE a <br /> TO THE NEXT. WOOD:MIN.SG=0.55 #10 WOOD SCREW 1.5' 0.75' <br /> FLAT HEAD REMARKS BY DATE <br /> 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACKTO BE iJd INCH. THROUGH FRAME 3 THREADS MIN <br /> SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. METAL:18 GAUGE #10 TEK SCREW PENETRATION BEYOND 0.5' <br /> Steel,MIN.Fy-33KSI FLAT HEAD METAL <br /> S. FOR MASONRY OR CONCRETE OPENINGS,A IX WOOD BUCK MAY BE USED(OPTIONAL)AS LONG AS THE MINIMUM EMBEDMENT AND EDGE CONCRETE: 3116'ITW TAPCON <br /> DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET I FOR MORE MIN.PF3000PSI FLATHEAD 1.25' 2.5 <br /> INFORMATION. THROUGH FRAME <br /> THROUGH CLIP MArxrnunlaAcnulcoxomoxswnA <br /> MASONRY:CMU per 3/16'17W TAPCON sncmunt4oxvmaxswrse xHr4uAnoxmonnAn: <br /> 5. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT UM[TEO TO STUCCO,FOAM,BRICKVENEER, ASTM C90 MIN.2000 FLATHEAD 1' Z25 nmMnrc u0mur4wrsoaAnloxewx.Aurnam <br /> AND SIDING. PSI FnWxllxaxAxauncrvrulrnmAal.srtl srlmx <br /> ooctneEmsFa,uscxsrxixamanaxr. <br /> 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION WOOD:MIN.SG-0.65 #8 WOOD SCREW 1.5, 0.75' \ <br /> RESISTANT COATING. NAIL FIN& FLAT HEAD �`\ +• . O <br /> THROUGH CLIP—-- —3-THREADS-MIN— <br /> FIT <br /> 8. FOR HOLLOW BCOCKANDGROt1TFIUdD1:0CK,DO NOTINSTALLINSTRUATION PCbASINTOMOAR101NT5.EDGE DISTANCE IS METAL:IBGAUGE #$TEK SCREW PENETRATION BEYOND 0.5' •� <br /> MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. Steel;MIN.Fy=33KSI FLAT HEAD METAL N ] ] <br /> 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND + <br /> ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR +"11 8 A OF Tr <br /> MANUFACTURER. p <br /> d Ho dit10 k%X <br /> BULilOR D O O C )NC <br /> SGS DMA M,UK F ♦3W <br /> nWE SAT.OF AUiH0i87A SW0ift 2W= <br /> FL a: <br /> FL19563 <br /> DATE: 11.07.18 <br /> DWGRV ICHKHFN <br /> SCALE: NTS <br /> DWG.#: AWD243 <br /> SHEET: <br /> $ �I <br /> I OF 9 <br />