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18-19561
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18-19561
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Last modified
1/31/2019 10:51:59 AM
Creation date
1/31/2019 10:51:56 AM
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Building Department
Company Name
PARKHILL
Building Department - Doc Type
Permit
Permit #
18-19561
Building Department - Name
ELLISON,APRYL
Address
6152 17TH ST
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MIN. EXTERIOR <br /> EMBEDMENT MIN.EDGE DISTANCE INTERIOR Silver Line <br /> InAnderAF6 <br /> SUBSTRATE SUBSTRATE BY OTHERS 3/8"MAX. <br /> BY OTHERS SHIM SPACE <br /> MIN. 3 <br /> EDGE DISTANCE <br /> MIN.EMB. ONE SILVER11NE ORRJE <br /> NORTH BRUNS WICK,NJ Oh0W <br /> PERIMETER SEALANT PM:b00 339-4228 <br /> BY OTHERS MIN.EMB. <br /> 3/8'MAX. <br /> Lim <br /> SHIM SPACE m E <br /> 3/8"MAX. SUBSTRATE BY OTHERS <br /> a SHIM SPACE a m o CC 1. <br /> h <br /> MIN.EDGE 3 G <br /> EXTERIOR INTERIOR NOTE: o O LD <br /> NOTE: DISTANCE n '^ z i s <br /> SILL AND JAMB HAVE EXTERIOR INTERIOR f o s I <br /> SIMILAR NAIL FIN ANCHOR SILL AND IAMB HAVE - h <br /> DETAILS <br /> SIMILAR THROUGH FRAME "s3 z -I ; <br /> ANCHOR DETAILS C ANCHOR DETAIL Do <br /> m <br /> ANCHOR DETAIL ANCHOR DETAIL z m <br /> �s = <br /> 5 NAIL FIN(HEAD) 5 THROUGH FRAME(HEAD) 5 STRAP ANCHOR(SILL) <br /> 1/4"ITW TAPCON ANCHOR ~ Ee \ <br /> bIETHOD SUBSTRATE ANCHOR SCHEDULE MINEMBEDMENT ~—m WOOD SCREW 11. 4°fROM CORNERS a <br /> METAL:IS GAUGE. 7 THREADS MIN PENETRATION 16"MAX.O.C.THEREAFTER REMARKS BY DATE <br /> pl9 TEN SCREW <br /> MIN.Fy=OOKSI BEYOND METAL 0.)O' 2X WOOD BUCK OF SUFFICIENT <br /> THROUGH FRAME MIN. <br /> ITW TAPCON 1.'rs- I.S. DEPTH TO FULLY SUPPORT NOTE: 6TH fBC EDITION FM 10/17 <br /> •' .a ooPs PDr 1/4•ITW TAPCON 1.35' 2.5- <br /> WINDOW FRAME. 1. LOCATION OF BUCK OR <br /> BY OTHERS WINDOW ANCHORS MAY BE <br /> BUAUilp <br /> R14 TEK SCREW 3 HR S INP NETRA I o.3s• ADJUSTED TO MAINTAIN 1" <br /> MIN�f=33K51 BEYOND nIETAL 11/4"MIN. m. <br /> STRAPANCHOa MIN.CENTER TO CENTER <br /> tl4•ITW TAPCON 1.'/s• zs' EMBEDMENT THIS DONMEHT IS THE pROPfI1tt OP eULLOWG DROPS,IN[ <br /> 11/2"MIN.EDGE SPACING BETWEEN HDTBfRfpxooucfemwnDEf.— <br /> MAIWDR Def 1l4•ITW TAPCON vs- 25• DISTANCE wlrnom wnmfH CDHSENrof Bu¢OWG OKaps,IHc <br /> AST CB c=zoos .� P ANCHORS SUCH THAT MAX. aTEnAnONs,ADDlnons,nlcnucnnec.DnD1HEn <br /> 0: I.SGv0.A—um mu ] MARNINGETO THIS DOCUMfN-HOTp[IUIIPfDANO <br /> ]THREADS MINP NETRA ION O.C.SPACING SPECIFIED IS Imnrf Dux xnncnnDN <br /> 019 TEK SCREW o.Ts• 2"MIN.EDGE NOT EXCEEDED. n <br /> MIN.F=33KSI BEYOND METAL <br /> WINDOW LOCK 1/4•ITWTAPCON 06• z.s- DISTANCE • H T CONCRETE/MASONRY 2. BUCK MAY BE FLUSH WITH N``1t11LLlllEJJrri <br /> Pef 1/4'ITW TAPCON 05. z.s• BY OTHERS FACE OF THE BLOCK. ���DES F• O <br /> s ors=zboDPs `� <br /> WOOO:NIN 50.055 AS <br /> WOOo SCREW IS' 075' (/� <br /> NAIL FIN ue TEK SCREW OTHf3EADG MITI PENETMl10N BEYOND 0.>5' " \y �_ <br /> .I[VyY •J•. 0 <br /> I.IIN. ]]HSI M1IETAL <br /> BUCK INSTALLATION DETAIL <br /> 7�..INSTALLATION NOTES: <br /> NOTES: <br /> i = •O <br /> .I 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED PER LOCATION IN SILL&FIN,TWO(2)INSTALLATION ANCHOR ARE REQUIRED PER LOCATION 'PO C T P;.••�[Er` <br /> IN HEAD&JAMB. --I MIN.EDGE DISTANCE <br /> }' T� ..••'• <br /> 2. THE NUMBER OF <br /> THE MAXIMUM IN LISTED.LLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF SUBSTRATE BY OTHERS S'//Ip11Nq� <br /> 9.4HID F P.E.H.6,P.E <br /> FlBL,_ E No'IN. <br /> .B <br /> 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR 30e EBDANU,BEACH BLVO. Jae <br /> LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR MIN.EMB. DANLA BEECH,ti W <br /> mpE CERT.OF AUTHOWZATION Ha 1B53e <br /> TO THE NEXT. <br /> FL H: I <br /> 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. 3/8.MAX. F L 149 94 <br /> SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. SHIM SPALIE <br /> 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER, DATE: 09.2S.17 <br /> AND SIDING. DWG.BY: CHK.BY: <br /> 6. _INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION EXTERIOR CI- H FN <br /> RESISTANT COATING. O O INTERIOR SCALE: NTS <br /> 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS 9 DWG'H: S W D028 <br /> MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. ANCHOR DETAIL SHEET: <br /> v 1 <br /> B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND CJ WINDOW LOCK(HEAD) <br /> ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR <br /> MANUFACTU REft. <br /> 0F 6 <br />
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