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7937 Wheat Stone Dr
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7937 Wheat Stone Dr
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Last modified
3/20/2025 9:45:43 PM
Creation date
2/27/2025 1:13:53 PM
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Building Plans
Street #
7937
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
2103
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)ocuSign Envelope ID: 1B419230-6309-4ABE-A8FF-317403918B4F <br />GENERAL MASONRY NOTES DC1 <br />• <br />v <br />R <br />0 <br />V <br />1'-4" ,, 8'-0" <br />4'-5" 3'-5" <br />E <br />6'-8" 1 6'-8" 6'-8" , 5'-0" r -- 6'-8" - r 6'-8' r 6'-8" <br />T-0" <br />�, T-0" 6-8" 6'-8" 6'-8" 6'-8" 6'-0" 5'-4" 4'-8" 6'-8" , 6'-8" T-0" I, <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <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 />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 />0 (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 />[] 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 DEL 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 />U <br />0 <br />N <br />0 Aft'4\ <br />N O <br />O <br />APEX <br />N <br />0 <br />4 <br />U <br />O <br />m <br />q) <br />N <br />co <br />J <br />LL <br />W <br />tds <br />h <br />z <br />true design studios <br />O <br />L7 <br />U <br />Q <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />O <br />to <br />w <br />o <br />-a 1wom <br />eHoff <br />CD <br />rn <br />N� <br />+-+' <br />W <br />Q <br />e <br />a <br />U <br />U <br />Z <br />W <br />W <br />O <br />O <br />O <br />O <br />ti <br />O <br />Q u� <br />Z <br />W <br />1�1 <br />Ww <br />W <br />-J z L,J <br />m <br />LLJ O u) <br />LU Qw <br />z <br />> o <br />z LL1 0 <br />w W w <br />0 2 <br />0 L,J W <br />O X <br />LLLL <br />z O ZO <br />I-_ <br />Q 0 <br />0r w <br />O <br />w z <br />ct 0 a <br />U w <br />p w <br />Abbott Park Q <br />O U <br />J (n <br />LL LOT 009-03 0 <br />d w <br />I- <br />U Z <br />Z_ <br />C� U) <br />j O PROJECT NO: w <br />j 2021.003503 0 <br />O _ _ w <br />- - Z DRAWN: O <br />LINTEL SCHEDULE C) LDG o <br />w CHKD: <br />LINTEL NO, CLEAR SPAN LINTEL DESCRIPTION 1 COMMENTS X MJP <br />W w <br />L-1 <br />16'-0" <br />? PRESTRESSED GARAGE <br />8F-1-32 DOOR <br />L-2 <br />3'-0" <br />8U8 <br />L-3 <br />2'-0" <br />8 U 8 <br />L-4 <br />6'-0" <br />9'-0" <br />- <br />-- <br />8F-16 <br />8080PORCH <br />REAR PORC <br />L-6 <br />8F-16 <br />L-7 <br />- - <br />11'-8" <br />_ — _ <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />4'-8" <br />8F-12 <br />8F-16 <br />FRONT PORCH (ELEV A) <br />FRONT PORCH (ELEV B,E,F) <br />L-9 <br />U <br />cn <br />?- <br />3c��tN Lq��� •,� <br />i <br />U) <br />•0. <br />�'• 0. <br />oo <br />No 85166 <br />W <br />z <br />: 'DocuSignetb)p <br />Q <br />f_- <br />wo <br />�. <br />Q OP' Nam•` Z <br />�EF435...— <br />cn if j N q' t,%%%iN Q <br />O 03-23-2021 0 <br />1= I w <br />U REVISIONS: w <br />QNo. Description Date W <br />U) J <br />— Q <br />>- U <br />U) <br />O - F- <br />O Z <br />= O <br />U 0 <br />w <br />X <br />w ST=3 <br />[:MIUMFTAI rOKINFrTOP FNrINFFRINf <br />
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