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7920 Wheat Stone Dr
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7920 Wheat Stone Dr
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Last modified
3/20/2025 8:33:11 PM
Creation date
2/24/2025 10:15:23 AM
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Building Plans
Street #
7920
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
2144
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)ocuSign Envelope ID: B403F602-5BE3-4C26-8ECA-153BOD7D413C <br />7' <br />rW <br />T-8" <br />r.,-R., <br />m <br />4'-10" <br />L-2 <br />4'-2" <br />mi <br />6'-8" <br />ml <br />T-0" <br />5'-8" 4'-8" 5'-10" 5'-4" 3'-8" 3'-2" 6-8" T-8" 3'-8" 6'-8" T-0" <br />1 st LEVEL STRUCTURAL PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />T <br />GENERAL MASONRY NOTES DC1 <br />U <br />0 <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. N <br />8U LINTELS MAY BE FILLED OR UNFILLED. N O <br />O <br />N <br />LINTEL OR EQUAL. 'r? <br />O.C. SPACING IS 6'-8" O.C., U.N.O. 04 <br />AILLATION. 14 <br />AND SCHEDULE 0 <br />rn <br />ENINGS ' <br />04 <br />CV <br />M <br />J <br />_ - LL <br />• 8F LINTELS SHALL BE FILLED. <br />• LINTELS MAY BE CAST-CRETE PRECAS <br />• DIMENSIONS ARE APPROXIMATE. MAX <br />• SEE TYPICAL DETAILS FOR LINTEL INST <br />MASONRY LINTEL AS NOTED, SEE PLAN <br />SPANS MAY VARY +/- 8" FOR ROUGH OP <br />MASONRY LEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />N 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 />O (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 DE <br />LOCATIONS WHERE INTERIOR SHEARWALL <br />PLATES, ALSO SEE INTERIOR SHEARWALL <br />ON DETAIL SHEET. <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER O <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, A <br />BOTTOM CHORD TO SW DBL TOP PLAT <br />B. FRAME AND SHEATH SW TO FLOOR DE <br />FLOOR DECK TO SW DBL TOP PLATE <br />4. HIGH UPLIFT CONNECTION: <br />• FASTEN EVERY STUD TO TOP PLT w/ S <br />• SECOND LEVEL WALL STUDS STRAPPE <br />LEVEL <br />WALL STUDS w/ MSTA36 OR CS18 @ M <br />(APPLICABLE ONLY w/ WOOD FRAMED <br />FASTEN EVERY STUD TO BOTTOM PLT <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />• TOP PLATE TO HDR W/ SDWC15600 @ <br />5. FASTEN EACH BEAM TO MASONRY W/ MET <br />LINTEL SCHEDUL <br />LINTEL NO. MAX CLEAR OPENING LINTEL <br />DESCRIPTION <br />w <br />J <br />J <br />Z <br />O <br />Y <br />U <br />Q <br />O <br />O <br />� W <br />2 F— <br />U <br />o � <br />> U) <br />0 0 <br />o <br />' N <br />J <br />m <br />TAIL SHEET. IN w <br />S HAVE VAULTED TOP w <br />AT VAULTED TOP PLATE <br />a <br />NE OF THE FOLLOWING: U) <br />TTACH FLOOR TRUSS } z <br />E W/ 1 Od @ 3" O.C. <br />CK ABOVE. ATTACH w <br />W/10d@3"O.C. 0 <br />w <br />w <br />P2 OR SDWC15600 @ MAX 16" O.C. o <br />D TO FIRST O <br />0)AX 48" O.C. r` <br />FIRST LEVEL) 't <br />W/ SP 1 I� <br />MAX 16" O.C. Z <br />Al2 U) <br />G7 <br />w <br />U) <br />m <br />w <br />w <br />w <br />0 <br />0 <br />LL <br />0 <br />O <br />n. <br />0 <br />U <br />Q <br />O <br />J <br />LL <br />Q <br />U <br />z <br />-- 0 <br />E O <br />J <br />Z <br />COMMENTS U <br />w <br />L-1 <br />16'-0" <br />3 0„ <br />6'-0" <br />8F-1-32 <br />---- 8U8 <br />8F-16 <br />GARAGE DOOR <br />- — <br />L-2 <br />L-3 <br />L-4 <br />_ <br />8'-0" <br />8F-16 <br />SGD <br />REAR PORCH <br />L-5 <br />8'-8" <br />8F-16 <br />L-6 <br />T-0" <br />T-8' <br />1'-4' <br />8F-16 <br />8F-16 <br />8F-16 <br />REAR PORCH <br />REAR PORCH <br />FRONT PORCH <br />L-7 <br />L-8 <br />L-9 <br />4'-4" <br />8F-8 <br />FRONT PORCH(ELEV A) <br />L-9.1 <br />L-10 <br />4'-4" <br />6'-8" <br />8F-16 <br />FRONT PORCH(ELEV B,E&F) <br />WINDOW(ELEV F) <br />8F-16- <br />r- <br />x <br />w <br />Q <br />00 <br />w <br />O <br />Q <br />z <br />U) <br />Z) <br />O <br />1= <br />U <br />LL <br />U) <br />APEX <br />t d <br />Q <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />N <br />p"A <br />O (/) <br />Q W <br />LL Z WL <br />J O cn <br />V ~� <br />o <br />L'b W W LU <br />V W W <br />OC `` <br />LL x <br />Q <br />0 <br />W <br />z <br />w <br />Abbott Park J <br />U <br />LOT 016-01 0 <br />- - - w <br />Z <br />PROJECT NO: w <br />2021.003454 0 <br />LL <br />DRAWN: O <br />LDG o <br />CHKD: L0 <br />MJP U) <br />w <br />J <br />Q <br />U <br />```�tttr��rrrrrr�cn <br />♦♦�� �5•(IN LgN1'?-- U) <br />DBt "igiwd�y:3: <br />r :� � 1 <br />$r A'rI= O F 4Ucn <br />:O• <br />•�, # �•6EFj%! <br />,_ b' 0 N A� ��%00 3: <br />03-19-2021 Q <br />w <br />REVISIONS: w <br />2 <br />No. Description Date <br />w <br />J <br />_ Q <br />U <br />- - cn <br />F— <br />O <br />Z <br />O <br />0 <br />rMIIIMI:TAI <br />rC1NNlzrTOR F'Nr.INFI=RINr. <br />ST=3 <br />
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