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1/4"MAX. MIN.EMBEDMENT SUBSTRATE Silver Line MIN. SUBSTRATE I SUBSTRATE SHIM SPACE ' EDGE DISTANCE BY OTHERS 3 INTERIOR BY OTHERS �I BY OTHERS 6rAnderseii SCREW IN THE INTERIOR ' CHANNEL MIN. MIN. EDGE DISTANCE EMBEDMENT ONE SILVERUNE DRNE SCREW IN THE EXTERIOR w z NORTH BRUNSWICK,N108902 CHANNEL Z v~ai SIM 600]34-4228 PERIMETER SEALANT o r� SHIM MAXA BY OTHERS SHIM SPACE PERIMETER SEALANT IlII o Z m € BY OTHERS 1/4'MAX. z N G D5 7 SHIM SPACE EXTERIOR INTERIOR EXTERIOR MIN. EXTERIOR O INTERIOR N '5 o o O�' EMBEDMENT W 3 S z I m ?_ T VERTICAL SECTION HORIZONTAL SECTION �� >F w Z=s A HORIZONTAL SECTION �C1 z 6 THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) _w a a p ; NR h= p Z w m m 1/4"MAX. REINFORCEMENT DETAILS > U a/ SUBSTRAT SPACE W O fc f qPr BY OTHERS a L ^0.34" J I ' 0.83" � � INTERIOR 0 87"�I E— 2 I - 1 0.13" REMARKS BY DATE o FOEIERICIR EXTERIOR INTERIOR 77 �'�J I ---I (-�0.46" 0.06" 0.87" w 0.45" I 1 1OLOCK MEETING RAIL O BOTTOM LIFT RAIL&SASHz LOCK RAIL TOP O ALUMINUM ALUMINUM ALUMINUM HDRN..,NDTBEREpRO GfDIH wNDIC OR PMT wiT„DUTwRiRENCOISL"Of BUILDINGDRDPS.I C RlT-IONS.ADDITIONS,HIGNUGNTING,OR OILIER NDT'CINGS ID THIS DOC11iNT ARC ENSI�TfO AN. MIN.EDGE R uR[fO IRUOON. DISTANCE p HORIZONTAL SECTION E VERTICAL SECTION . NAIL FIN(JAMB) 6 MEETING STILE �` ��5,•F. ',��i i� INSTALLATION NOTES: \��: N� 7 �0 ANCHOR SCHEDULE 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD suasTRATE ANCHOR SCHEDULE Mw EMBEDMENT MIN.EDGE _><• �• 8 OISTANCE 2. THE NUMBER Of INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE RB WOOD SCREW � ! 4J W000:MIN.SG=0.56 1.5• 0.75• 0 P•,• (V MAXIMUM SIZE HEAD LISTED. ,� -, C D • NAILING FIN ! ....I. OUT METAL:iB GAUGE SIDDI, BB TEK SCREW 3 THREADS MIN �S 3 DETAILS(. INSTALL LE�V WITHOUT IDUAL SCONSIDERATION OFTOLERATALLATION ANCHORS IN ES)N A OTOLERANCANCE OESARENOTCUMULATVEF±1/2 INCH THE DFROMONENINSTALLATO&SPACING INANCHORTOTHEN THE ANCHOR YNEXT. MIN.Fy=]31(SI PENETMETN�BEYGND o.sD• �� /IIONA�E?�� HERMES�I fIdES+d.P.E. Xnil q. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMS.MAXIMUM ALLOWABLE SHIM STACK TO BE 3 B INCH.SHIM U10 PAN HEAD IN _ EtauDA PC No.-c () / EXTERIOR CHANNEL 1.5 0.75' BUROwD DROPS,wC WHERE SPACE DF 1116 INCH OR GREATER OCCURS.SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. ]Be E NIA B BEACH B3 13M B / SHIM(S) W000: IN.SG=0.55 OAMA BEAM,FL IM N n fEPE CERT.of.WMDRITATaN Ne.2p5)B BIB FLAT HEAD IN THE 1 S• e S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE INTERIOR CHANNEL FL 11: ". DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE H3 ON SHEET 1 FOR MORE F L 14911 INFORMATION. BID PAN HEAD IN 3 THREADS MIN EXTERIOR CHANNEL PENETRATION BEYOND 0.50• 01.23.18 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND THROUGH FRAME METAL:to GAUGE SIeaI, METAL DATE: SIDING. MIN.Fy=]01<SI ]THREADS MIN 1110 FLAT HEAD IN THE PENETRATION BEYOND D.sD• DWG.BY: CHK.BY: 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT INTERIOR CHANNEL METAL H R H FN COATING. 3I16•ITWTAPCON SCALE: NTS CONCRETE:fc=]OOOPSI FLAT HEAD 1.25• 1.75• B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.IT: S W DO50 FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. m c MASONRY: u pnrASTM 31T8'ITW TAPCON E C90 Y:CM 00 PSI FIAT HEAD 1.26• 1.75' SHEET: 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS I� SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. CL�J,J 30. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FIAT HEAD ANCHORS. OF S