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Andersen.. <br /> .. •. •. .. 200 FOURTH AVE NORTH <br /> - BAYPORT,MN 550(3-3096 <br /> PH:(651)2645150 F)L(651)264-54B5' <br /> .. .. LD <br /> r 2 <br /> .. .. .. .. .. .. .. .. .. V''�M.. O O 0 G <br /> z cc <br /> INSTALLATION NOTES:. _ .• _ ". " . w Z S. z u 3 5 S a 3 <br /> o w Lo <br /> p.g0 -€ <br /> 1: ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION,'UNLESS OTHERWISE SHOWN.' .3 O" 90 <br /> zz mw.' <br /> 2.. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION.OF _ - ,w 3, Y <br /> THE MAXIMUM SIZE LISTED. R <br /> ANCHO SCHEDULE W / <br /> �3. •INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OFti/41NCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR _ ' : ''MIN.EDGE . ej <br /> .'METHOD. SUBSTRATE. ANCHORSCHEDULE. .MIN EMBEDMENT <br /> LAYOUT DETAILS(LE.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR DISTANCE <br /> TO THE NEXT. - " #10 WOOD SCREW, '- F n <br /> • WOOD:MIN.SG;=0.55 : ' 0.75• <br /> . . .FLAT HEAD REMARKS BY DATE- <br /> 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(5).:MAXIMUM ALLOWABLE SHIM STACK TO BE I/41NCH' THROUGH FRAME 3 THREADS MIN -- <br /> SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED OF.HIGH DENSITY PLASTIC OR BETTER. ". METAL:"18 GAUGE #10 TEK SCREW " PENETRATION BEYOND .0.5' <br /> ' Steel,MIN.Fy=.33KSI FLATHEAD METAL <br /> 5- FOR MASONRY OR CONCRETE OPENINGS,A IX WOOD BUCK MAYBE USED'(OPTIONAL)AS LONG AS THE MINIMUM EMBEDMENT AND EDGE 'CONCRETE: 3/16'ITW'TAPCON' <br /> DISTANCE REQUIREMENTS ARE STILL MET WFHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET I FOR MORE 1.25•- •2.5 " <br /> 'INFORMATION. _ - ROUGH FRAME MIN.fc=3000PSI FLATHEAD. <br /> 'THROUGH CLIP: MASONRY:CMU per ~NUTKFURARWL DM0Hf FOM5nGF <br /> 6."MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO .. 3/16-ITW TAPCON "morn fTH uOuuE oEnuUOAw maFaEu <br /> STUCCO,FOAM,BRICK VENEER,' ASTM'C90MIN.2000' FLATHEAD" "1' .. 2.25 fNGQ...QARLHIIFRSHALLg NEE5rtE5KLiHC <br /> ANDSIDING. .. .. .. .. .. <br /> PSI 00wr4Exrswa usf wrrH TX600aUExr. <br /> a <br /> 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION #8;WOOD SCREW \\\ILL 1 Tf Lb� <br /> RESISTANT COATING: - WOOD:MIN.SG=0.55 . . FLATHEAD •• ..1.51 0.757 `%% bye <br /> NAIL FIN 8 <br /> .B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS THROUGH CLIP, "3THREADSMIN E•• �' <br /> METAL:18 GAUGE ,#8 TEK SCREW•. .� e <br /> MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF,MORTAR JOINT INTOTACE SHELL OF BLOCK. Steel,MIN.Fy=.33K51 FLAT,HEAD PENETRATION BEYOND '0.5•' = �,� <br /> e METAL r <br /> •• N 7 <br /> 9. -INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND <br /> 8 ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR, S A OF <br /> F MANUFACTURER. Q' <br /> i�T O IOP-• �/�� ' <br /> p `�N <br /> H �► , ate` <br /> RORDA P N.Ne 73776 <br /> 396 E.NIA BEAW BLw. 3]6 <br /> OAIOF BEAOL 0. ON N <br /> F6•E mFt a ABnFOmrAnw Ha 29576 ' <br /> - - FL#: <br /> " FL19563 <br /> " DATE: 11.07.18. <br /> .. .. .. <br /> G.BY: CHK.BY: <br /> RV. HFN <br /> . . . . . . . . . . . scaLIE NTS <br /> AWD243 <br /> . . . , . . . . SHEET: <br /> g <br /> 0F 9 . <br />