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19-21722
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19-21722
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Last modified
5/11/2020 7:57:30 AM
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5/11/2020 7:57:11 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
19-21722
Building Department - Name
MORTUME,WANTA & MYRBEL,HYLUSTRAL
Address
38452 12TH AVE
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NOTE: INTERIOR MIN.EDGE DISTANCE <br /> MIN.EDGE DISTANCE SILL AND JAMB HAVE EXTERIOR �I Silver Line <br /> SIMILAR THROUGH FRAME SUBSTRATE <br /> SUBSTRATE ANCHOR DETAILS 3/8"MAX. BY OTHERS <br /> BY OTHERS' SHIM SPACE <br /> 1 <br /> MIN.EMB. <br /> NORTH WICK,N10890i <br /> MIN.EMB. PERIMETER SEALANT <br /> PH::(800)18001234<ii8 <br /> BY OTHERS MIN.EMB. 3/8'MAX. <br /> 3/8'MAX. <br /> O SHIM SPACE Li m <br /> SHIM SPACE <br /> SUBSTRATE BY OTHERS <br /> i <br /> Om�q", <br /> MIN.EDGE EXTERIOR <br /> O O INTERIOR h 3 u V gLR <br /> l7 mma:` <br /> EXTERIOR INTERIOR DISTANCE C, <br /> `z a pJaa m <br /> ANCHOR DETAIL ANCHOR DETAIL rC ANCHOR DETAIL w z. o <br /> THROUGH FRAME(HEAD) \ / STRAP ANCHOR SILL Q = o m m <br /> 5 5/ (SILL) 5 WINDOW LOCK / <br /> 'w \ <br /> EXTERIOR INTERIOR ~ Ee <br /> NOTE: <br /> p a <br /> MIN.EDGE DISTANCE SILLAND JAMB HAVE '1 MIN.EDGE DISTANCE REMARKS BY DATE <br /> SIMILAR THROUGH FRAME SUBSTRATE 6TH FBC EDITION FM 10/17 <br /> ANCHOR DETAILS BY OTHERS <br /> SUBSTRATE <br /> BY OTHERS <br /> MIN.EMB. <br /> MIN.EMB. <br /> INSTALLATION NOTES: THE INSTARANON OETAID DES HEflFIN ARE GFN[RI[ <br /> i REEI[R ACNASCRIBED SIECIEIC <br /> 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED PER LOCATION IN SILL,TWO(2) •so..miRiamRiuiNis oEi¢oH uo`:°IKpExsm <br /> 3/8 MAX. exG1NEER DRaue usiw miwsoaumieianc <br /> INSTALLATION ANCHOR ARE REQUIRED PER LOCATION IN HEAD&JAMB. SHIM SPACE paeuenE <br /> 3/8"MAX. <br /> 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF SHIM SPACE \�L1LL 11I I I II rrJ/i� <br /> ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. <br /> 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF i1/2 INCH THE \•E• S ••• <br /> DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT <br /> EXTERIOR O O INTERIOR N 7 7 O <br /> CONSIDERATION OFTOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE EXTERIOR INTERIOR �. <br /> INSTALLATION ANCHOR TO THE NEXT. <br /> 3 OF <br /> ANC HO R DETAIL ANCHOR DETAIL �0 A <br /> 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). O (OP,••. ` <br /> MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH.SHIM WHERE SPACE OF 1/16 5 THROUGH FRAME(HEAD) 5 WINDOW LOCK <br /> INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. SNAP ON FLANGE SNAP ON FLANGE i��'SS ENS'\\•` <br /> \ <br /> METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT 'HE7(R/E�Jq NDRAib,P.E` <br /> S. FOR MASONRY OR CONCRETE OPENINGS,A 1X WOOD BUCK MAY BE USED OPTIONAL RUMDA P.0 No 7377. <br /> (OPTIONAL) BUIWINO DROPS,INC <br /> AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE WOOD:MIN.SG-0.55 1110 WOODSCREW 1.5• 0.75• 3Y5 c DANIA BEACH 8Lw. 33B <br /> DAMA BEACH,FL Md <br /> STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE 03 ON METAL:18 GAUGE. 3THREADS MIN PENETRATION FBPE DENT.DE ADTHBRRATEIN NR. W. <br /> MIN.Fy=33K51 a14 TEK SCREW 0.76• <br /> SHEET 1 FOR MORE INFORMATION. THROUGH FRAME CONCRETE-- BEYOND METAL FL R. <br /> t—iJ00P5I 114•ITWTAPCON 1.75• 25' FL14994 <br /> 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING MASONRY;CMU por <br /> BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. STM C90 re=20oaps 114•ITW TAPCON 1.75' 2.5' <br /> WOOD:MIN.SG=0.65 910 WOOD SCREW 1.51 0,75• DATE: 09.26.17 <br /> 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF METAL'18 GAUGE, 3THREAOS MIN PENETRATION <br /> CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. MIN.Fy=33KSI a+4 TEK scREw eEYOND METAL 0.75• DWG.BY: CHK.BY: <br /> STRAP ANCHOR CONCRETE: CL HFN <br /> B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION r.-3000PSI 114'I1W TAPCON 1 1.75' 2.5- <br /> -ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF MASONRY:sTM CSC rc=CMU par 2000Ps 1/4•I7VJ TAPCON 1.7s• z s• SCALE: NTS <br /> BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. WOOD:MIN,SG=0.65 1110 WOOD SCREW 1.1 D.7s• DWG'p' SWD029 <br /> 0. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR METAL•MIN.Fy-3 1B GA 3KSI GE H14 TEN SCREW 0.75• <br /> . 3THREADS MIN PENETRATION SHEET:BEYOND METAL <br /> MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED WRNDow LOOK <br /> CONCRETE: <br /> IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY rD=3000PSI 114•ITW TAPCON 1.7W 2.5• <br /> THE ANCHOR MANUFACTURER. 111I r� RYo=2aoFs +14•ITWST. TAPCON' 1.75' 2.5• OF 6 <br /> i <br />
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