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7954 Wheat Stone Dr
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7954 Wheat Stone Dr
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Last modified
3/20/2025 11:13:53 PM
Creation date
2/27/2025 1:14:27 PM
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Building Plans
Street #
7954
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
2025
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)ocuSign Envelope ID: 4DC65388-9FD7-497B-840E-441DCF60BF46 <br />I <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />GENERAL MASONRY NOTES DC1 <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />• 8U LINTELS MAY BE FILLED OR UNFILLED. <br />• 8F LINTELS SHALL BE FILLED. <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. <br />SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />MASONRY LEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />El INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />■ NO.5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />❑o NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />OPENINGS. <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />ON DETAIL SHEET. <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS <br />BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH <br />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />4. HIGH UPLIFT CONNECTION: <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />. SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />LEVEL <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />. TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />LINTEL SCHEDULE <br />LINTEL NO. CLEAR SPAN I LINTEL DESCRIPTION COMMENTS <br />U <br />O <br />N U <br />0 <br />N O <br />O O <br />APEX <br />N V <br />� N <br />O N <br />O <br />of <br />C <br />N <br />N <br />co <br />U_ <br />L <br />W <br />J tds .Q <br />J true design studios N <br />z <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />cn <br />_O <br />O <br />O <br />W cy <br />DoRHOMON9 <br />m 0 <br />o J # <br />N co <br />W bog& <br />w <br />Q <br />Z <br />C) <br />U <br />U <br />z <br />W <br />W <br />!Y <br />O <br />O <br />O <br />O <br />ti <br />ti <br />V z J <br />z W <br />W oo — <br />Z J Z � <br />U)O W <br />m <br />UL] w <br />w <br />w Qw Q <br />� O Q <br />W m w o 0 <br />0 0 J W <br />0 L] W ti <br />O <br />J X <br />z a LL <br />L- <br />z 0 z0 <br />Q 0 <br />w w <br />z <br />O a <br />U LIL <br />Abbott Park Q <br />O U <br />J cA <br />U_ LOT 012-01 0 <br />Q W <br />z z <br />� U <br />PROJECT NO: w <br />1 2021.003457 <br />O w <br />z O <br />DRAWN: <br />LDG <br />o <br />U <br />fw- CHKD: <br />LO <br />MJP <br />U) <br />X <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />3-0" <br />8 U 8 <br />L-3 <br />2'-0" <br />8U8 <br />L-4 <br />6-0" <br />8F-16 <br />L-5 <br />8'-0" <br />9'-0" <br />8F-16 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />L-6 <br />REAR PORCH <br />L-7 <br />11'-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />8F-12 <br />FRONT PORCH (ELEV A) <br />PORCH (ELEV B,E,F) <br />L-9 <br />4'-8" <br />8F-16 -----FRONT <br />W w <br />Q <br />U <br />Q`,�,r►�i�����i <br />cn <br />G E NS�.:4 <br />Z <br />Doc8S1@Aed j)y <br />z <br />= *. :k.. <br />C <br />� <br />O <br />� 7"�':..f�A°a��»: <br />W <br />.'mil <br />" 13 ' ; S� ATE OF i/ <br />ma's; • 4l/: <br />3P4 W 1 Vl ,W4352 <br />co <br />O 03-19-2021 a0 <br />� w <br />fn <br />U REVISIONS: _ <br />U- No. Description Date W <br />.J <br />Q <br />� U <br />0 co <br />O I— <br />z Z <br />= O <br />U � <br />w <br />X <br />W ST=3 <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />
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