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8309 Wheat Stone Dr
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8309 Wheat Stone Dr
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Last modified
3/20/2025 4:38:21 PM
Creation date
2/27/2025 1:20:56 PM
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Building Plans
Street #
8309
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
2804
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DocuSign Envelope ID: C997F1C9-A013-4A4D-97AC-2A469E61BFDA <br />v <br />a <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 />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 />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 />D 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 />U <br />N � <br />N O > <br />CD a <br />N <br />A <br />PEX <br />co <br />N <br />CD cu <br />m <br />N <br />N <br />co <br />J <br />U_ <br />w <br />tds <br />J � <br />true designs studios <br />Z <br />O <br />U) <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />-� <br />O <br />O <br />uy <br />w <br />H <br />U � <br />CIS <br />> 01,1090N N <br />o i <br />m <br />W <br />� Q <br />Q <br />U <br />U <br />z <br />W <br />(D <br />W <br />IY <br />O <br />O <br />O <br />9) <br />f` <br />L0 <br />ti <br />z w <br />W LL �/ <br />I.. <br />Z <br />z <br />W <br />U) <br />m <br />LU 0 <br />rY <br />W <br />QW <br />Z <br />O <br />Z <br />� <br />0 <br />< <br />W <br />w <br />W <br />0 <br />Q LL! <br />W <br />O <br />ti <br />X <br />U_ <br />LL <br />z <br />O <br />I— <br />c—on: ca0.V <br />z <br />u_ <br />....... \ <br />LU <br />U <br />w <br />Q <br />� <br />w <br />IxAbbott <br />Park <br />J <br />Q <br />O <br />U <br />J <br />U- <br />LOT 034-03 <br />(n <br />0 <br />Q <br />w <br />U <br />Q <br />Z <br />_z <br />0 <br />C� <br />O <br />PROJECT NO: <br />07 <br />w <br />J <br />O <br />2021.009228 <br />u- <br />z <br />DRAWN: <br />JAR <br />O <br />o <br />LINTEL SCHEDULE 0 <br />w <br />CHKD: <br />MJP <br />LO <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS <br />X <br />w <br />W <br />L-1 <br />16-0" <br />8F-1-32 <br />PRESTRESSED GARAGE 1 <br />DOOR <br />L-2 <br />3'-0" <br />8 U8 <br />L-3 <br />2'-0" <br />8U8 <br />L-4 <br />6'-0" <br />8F-16 <br />L-5 <br />8'-0" <br />8F-16 <br />_ <br />8080 SGD/ REAR POR H <br />L-6 <br />9'-0" <br />8F-16 <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 />L-9 <br />4'-8" <br />8F-16 <br />FRONT PORCH (ELEV B,E,F) <br />Q <br />Q <br />X <br />U <br />,�♦♦♦♦��5� E N <br />S4 . �. <br />(A <br />CD <br />z_ <br />p <br />No 85166 <br />�j <br />w <br />DocuSigned 6y: ; * •� <br />L3T421DOFEF435; <br />O <br />i <br />`1J., <br />w <br />�0,� •. A" P ,•' ��� <br />cn <br />Q �i S •� ♦ z <br />z ''f� ;0 N A*** <br />♦ <br />(n Q <br />O 07-28-2021 p <br />� w <br />_U REVISIONS: <br />TZ <br />LL I-_ <br />No. Description Date w <br />U) J <br />Q <br />O O <br />z z <br />= o <br />U <br />w <br />H <br />X ST=3 <br />w <br />a_ <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />
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