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.. .. .. .. .. .. .. .. .. .. .. .. .. ,. _ 100 FOURTH AVE NORTH <br /> • BAYPORT.MN S5003-1096 . <br /> - - PH:16S11260-5150 FX1651126E-5485. . <br /> mSKre <br /> ig <br /> INSTALLATION NOTES:. W'Z 1 ¢_ 0 3=$ <br /> 20S' o� <br /> 1: ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION,'UNLESS OTHERWISE SHOWN: <br /> !^a' <br /> 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER Of ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF _ "" - W 3 Z m.00 T <br /> THE MAXIMUM SIZE LISTED. .ANCHOR SCHEDULE <br /> 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/41NCH THE DEPICTED LOCATION&SPACING INTHEANCHOR MIN.EDGE <br /> .'METHOD. SUBSTRATE ANCHOR SCHEDULE. .MIN EMBEDMENT, <br /> w <br /> "LAYOUT DETAILS(LE.,WITHOUT CONSIDERATION OFTOLERANCES).TOLERANCES ARE NOTCUMULATIVE FROM ONE INSTALLATION ANCHOR ' - DISTANCE' FA <br /> TO THE NEXT. .. .. .. .. .. .. .. .- #10 WOOD SCREW• .. F i <br /> WOOD:'MIN.SG.=0.55 :1t5' 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 STACK TO BE 1/41NCH; THROUGH FRAME •" 3 THREADS MIN' <br /> SHIM WHERE SPACE OF'1/16 INCH 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 FLATHEAD METAL <br /> 5.. FOR MASONRY OR CONCRETE OPENINGS,A 1X WOOD BUCK MAYBE USED'(OPTIONAL),AS LONG AS THE MINIMUM EMBEDMENT AND EDGE 'CONCRETE:' 3/16'ITW'TAPCON' <br /> DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE' '1.25' 2.5 " <br /> MIN.Pc=3000PSI' FLATHEAD. <br /> ' 'INFORMATION.' � ROUGH FRAME 8 " <br /> . 'THROUGH CLIP. MASONRY'CMU per. - oruTxmaFFuaArnuEcoxDxrora FORASREEn <br /> sxE-xsrtE ra+DmDruuusl�aTwnTAxrooEvuTE <br /> 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMBED TO STUCCO,FOAM,BRICK VENEER, ASTM C90 MIN.2000' 3/16'ITW TAPCON - "1' - 2.25 <br /> PSI FRavTRE REnuwER+D1rs DETARED RERERLAEIRl6m <br /> ANDSIDING. - .. .. .. FLATHEAD- .. Ex60YMMARWiE0A1 P➢ARESR—OM <br /> DDLvwExrSFORusEvmxRRrsooarrtm. <br /> 7. •INSTALLATION'ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT;MATERIAL OR HAVE A CORROSION #B;WOOD SCREW \\I1111►1/ " <br /> WOOD:MIN.SG=0.65 1.5' •0.75' - \�\ <br /> RESISTANT COATING... .. - : "NAIL FIN 8 .. FLAT HEAD .. �N .. <br /> 4. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR_JOINTS.EDGE DISTANCE IS "- THROUGH CLIP- -METAL:18 GAUGE .#8 TEK SCREW 3 THREADS MIN "`��' .... <br /> MEASURED FRONT FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT"INTO FACE SHELL OF.BLOCK. ", Steel,MIN:Fy=.33KSI FLAT HEAD 'PENETRATION BEYOND . 0.5' �,� E•• <br /> -. .. 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 BY THE ANCHOR. <br /> MANUFACTURER.. .. _. ". .•. - S A OF t. <br /> 0 to <br /> a ��1 i FS <br /> FLORIDAP. ND 7377E BUDWC <br /> .398 0 D VD.1 in <br /> F13PC LSAT.OF AmN01E2ATIDN N.2937E.. <br /> - " <br /> FL#: FL1 9563 <br /> DATE: 11.07.18 <br /> R <br /> F .-. FN <br /> SCALE: NTS H DWG It: AWD243 <br /> - SHEET: g <br /> 'OF 9 <br />