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II I I I I. j NOTE: EXTERIOR MIN.EDGE DISTANCE Silver Line (�--- MIN.EDGE DISTANCE SILL AND JAMB HAVE INTERIOR 'I �iArtLtei3tli SIMILAR THROUGH FRAME I SUBSTRATE EE ;,•r ANCHOR DETAILS BYOTHERS p 'SUBSTRATE 3/8"MAX. BY OTHERS Q 3 SHIM SPACE MIN.EMS. ONE SILVERLINE DRIVE MIN.EMS. NOflrH BRUNSWICK,Pn(BOO)234-2=00n9ox PERIMETER SEALANT BY OTHERS MIN.EMS. 3/8'MAX. 3/8. MAX. SHIM SPACE Z m SHIM SPACE SUBSTRATE BY OTHERS /• a „s - a d m Wm` p O»{Se w H 2 paw R ,MIN.EDGE EXTERIOR l7 O O INTERIOR �+3 „�, 5 X X e gmz EXTERIOR INTERIOR DISTANCE 2 o$ s I eA ANCHOR DETAIL �g ANCHOR DETAIL ANCHOR DETAIL Z 0 m m >a u 5 THROUGH FRAME(HEAD) 5 STRAP ANCHOR(SILL) 5 WINDOW LOCI( (=1 / W a a EXTERIOR INTERIOR r a (-----� NOTE: MIN.EDGE DISTANCE MIN.EDGE DISTANCE SILLAND JAMB HAVE TI REMARKS BY DATE SIMILAR THROUGH FRAME SUBSTRATE 6TH FBC EDITION FM 10/17 SUBSTRATE ,� ANCHOR DETAILS BY OTHERS BY OTHERS MIN.EMS. MIN.EMS. /I INSTALLATION NOTES: TNsws7nw17,DNuf MESossamero IFIC ens.0"FiC S�M.YNor FU 0 ACTUAaCOROMMS Pale SPECIFIC [FSITS CCNOB E.,FAUSSIN1TeuABDN lODWut[ 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED PER LOCATION IN SILL,TWO(2) ricllT,Tenon.n�miiLisiF.".�� :a«.«Fi� INSTALLATION ANCHOR ARE REQUIRED PER LOCATION IN HEAD&JAMB. 3/8' MAX. cu.IFNTsrDII USF k 3/8"MAX. SHIM SPACE Do wTH THn o«uMnn 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF I1 SHIM SPACE a `\A1A 11 s 1 Ir J J J J7j7j// ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. �� .� O 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2INCH THE a :`�\ • S•••,�P EXTERIOR INTERIOR Q DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT N � 7 CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE EXTERIOR INTERIOR ,* INSTALLATION ANCHOR TO THE NEXT. O 4. SHIM ASREQUIRED'AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). D ANCHOR DETAIL E ANCHOR DETAIL ��0 A P,.':�u� MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 \ I. / THROUGH FRAME(HEAD) 5 WINDOW LOCK ��,` (O INCH OC OR GREATER A BETTER. OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ��/ SNAP ON FLANGE SNAP ON FLANGE �/�/ASS' FNG1 PLASMETHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT FLORIDA PNVRgR �.E S. FOR MASONRY OR CONCRETE OPENINGS,A 1X WOOD BUCK MAY BE USED(OPTIONAL) 6utlBinvlc'DER N. 1777B AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE WOOD:MIN.SG=0.55 1110 WOOD SCREW 1,5• 0.75• 308 E OANIA BEACH BLyO. ME, DANIA BEACH,FL> STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE N3 ON METAL:10 GAUGE, IHA TEK SCREW 3 THREADS MIN PEIETRATION 075' fBPE CERT.OF AUIHCRIZATION HE.2057E SHEET 1 FOR MORE INFORMATION. THROUGH FRAME MIN.CONCRETE: BEYOND METAL FL B; CONCRETE: 1M'ITWTAPCON 1.75• 2.5' FL14994 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING I.0=Y:CM l MASONRY:CMUpar 1M'ITW TAPCON 1.75' 255' BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. AsiM cool•c=x000as WOOD:MIN.SO.0.55 010 WOOD SCREW ,.5• 0.75• DATE: 09.26.17 7. INSTALLATICN ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF METAL 1B GAUGE, 3 THREADS MIN PENETRATION DWG,BY: CHK BY: CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. MIN.Fy=3L(SI 014 TEK SCREW BEYOND METAL 0.7E C`L . F N STRAP ANCHOR CONCRETE: 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION rc-3000PSI 1A1'ITW TAPCON 1175• 2.5- ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF MASONRY:CMU per 1M'ITW TAPCON 1.75• 2.5. SCALE: NTS STM C90 rc=2000PS BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. WOOD:MIN,SG-0.55 010 WOOD SCREW 1.5• 075' DWG.n: S W D029 9, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR M A:10 GAU 3 THREADS NIIN PENETRATION SHEET: MIN.Fy-331(SI 01J TEK SCREW BEYOND METAL 0.75' MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED wlNDow LocK CONCRETE: IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY' rc 3000PSI 1AI'ITW TAPCON 1.75• 2.5• THE ANCHOR MANUFACTURER. a5TMc0o'CI'P" 1AI•ITW TAPCON 1.75• 2.5• OF 6 • i I - ' I i I