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20-22743
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20-22743
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Last modified
6/15/2021 2:03:44 PM
Creation date
5/20/2021 11:55:12 AM
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Building Department
Company Name
GRAND HORIZONS
Building Department - Doc Type
Permit
Permit #
20-22743
Building Department - Name
KNUPP,HAROLD G & KLUG,LISA LEE
Address
7852 KAY MARIE AVE LOT 311
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Use SP values only if both structure and jamb are Souther ine. 1/2"MIN l2 MIN 1/2"MIN 12 MIN <br /> Use SPF values when Spruce-Pine-Fir is present in structt or jamb material. ATTACHMENT OF ATTACHMENT OF <br /> Lesser spacing may be used to avoid interference with o�pr hardware and or fastening system. 2x6 WOOD JAMB 2x6 WOOD JAMB <br /> Maximum spacing shown in chart. yi'SHEATHING ON SHEATHING <br /> Lag screw:3/8"diameter x 3"minimum long;must confo to ANSI/ASME B18.2.1 <br /> When applying back jambs over dry wall or other non ctural wall covering, <br /> use longer lags screws to insure 1-1/2"minimum embedment required. <br /> Washer:1-1/8"minimum outside diameter,must conform to ANSI B18.22.1 type A. 3/s"x 3"LAG SCREWS <br /> Pre-drill 1/4"diameter pilot holes for lag screw insertion. 111/2"minimum lag screw edge distance required. <br /> t/2"SHEATHING <br /> x 3-1/2"LAG SCREWS <br /> keep each area <br /> clear of any back <br /> jamb attachment <br /> fasteners <br /> ® 8" <br /> header <br /> $., <br /> o <br /> Highest anchor installed at <br /> least as high as door opening. <br /> m <br /> Anchors to be evenly spaced between <br /> the header and the floor. <br /> 2x6 structural grade lumber. <br /> May be counterbored up to 3/8"deep at <br /> each anchor location to provide a r <br /> `e\011 I I II/!/,� flush mounting surface. <br /> o <br /> First anchor to start at no more than <br /> `N QO'%CIS •,� // half the fastener spacing distance and <br /> \ ' • no less than the minimum edge distance. <br /> \ • <br /> � s <br /> Digitally signed by John E.Scates P. <br /> No.51737 •a • <br /> Date:2018.02.0715:11:28-06'00' {t * ; SCALE <br /> ;'O STATE OF ; � 0�� none <br /> Southern Pine(SP)specific gravity=0.55;load per anch r 620�ounds. i • O�0 <br /> Spruce-Pine-Fir(SPF)specific gravity=0.42;load per an or=482 pounds. 0—•••�Oa,O1, ®�� 113 ❑LJ00 DATE 425-2�17 <br /> Maximum load per jamb=0.5 x(door,height)x(door i ti th)x maximum positive pressure) <br /> These charts do not address spring pad connections to h ,buil mg; I I i John E.Scates,P.E. ���� S1ON�►�. ```� Back Jamb Attachment Detail <br /> Alternative design may be approved'b) a registered pro a sion� engineer. i 2560 King Arthur,Ste 124-54 '�/��� 11,�` La Screw <br /> Lewisville,TX 75056 g <br /> Supporting structural elements shall be designed by a g stered profeshionali i I J <br /> engineer for wind loads in addition to other loads. Florida P.E.#51737 Professional Engineer's seal provided only for <br /> TXPE 56308,F-2203 verification of windload construction details. rc.] .I.Drawing: BJA-102 Rev.-06 <br />
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