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8249 Wheat Stone Dr
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8249 Wheat Stone Dr
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Last modified
3/21/2025 6:30:22 AM
Creation date
2/27/2025 1:19:33 PM
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Building Plans
Street #
8249
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
2645
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)ocuSign Envelope ID: 804C66C7-1A16-44B1-A7C7-0002ED72E266 <br />• <br />v <br />1, <br />0 <br />1'-4" <br />4'-5" T-5" <br />�3 <br />AN <br />- <br />5-0" <br />• <br />mil <br />is <br />T-0" <br />11 T-0" L 6-8" 6'-8" 6-8" L 6-8" 6-0" 64" �, 4'-8" 6'-8" ,�, 6'-8" ,�, T-0" �r <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-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 />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 />I <br />LINTEL SCHEDULE <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS <br />Z) <br />U <br />0 <br />N � <br />O <br />N O <br />O O <br />APEX <br />N tJ <br />0o cu <br />O cu <br />m <br />� cY1 <br />N <br />co <br />_j <br />LL <br />W <br />tds <br />_I truedesigns studios � <br />z <br />O <br />U <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />o <br />O .- <br />Wcy <br />c� 0s✓ <br />• •HOMON' <br />N -� ` °> ° e Wt <br />a air .w <br />— <br />m��r� . <br />W <br />IY <br /><(, <br />z <br />W <br />W <br />O <br />O <br />O <br />O <br />ti <br />ti <br />z v J <br />Z <br />0 Lll <br />w i <br />W <br />-� z w <br />m <br />UJ Ow <br />WLU <br />Q <br />W <br />z <br />5 > o <br />Lu m w 0 <br />o Q J w W <br />LLJ w <br />OJ X <br />LL <br />Z `— <br />O z <br />O <br />Q 0 <br />w W <br />0- z <br />w w <br />O 0- <br />U LL <br />W <br />ABBOTT PARK Q <br />O U <br />J (n <br />LL LOT 040-03 0 <br />Q W <br />z z <br />0 <br />O U) <br />O PROJECT NO: W <br />0 <br />J 2021.006629 <br />O <br />Z O <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />3'-0" <br />8U8 <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 />817-16 <br />8080 SGD/ REAR PORCH <br />L-6 <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 />DRAWN. <br />U KME <br />o <br />wCHKD: <br />li) <br />MJP <br />c/) <br />X <br />W W <br />Q Q <br />U <br />Q���'►�� a rr►��� W <br />i CD <br />No 85166 <br />W <br />Q <br />Z * • DocNSigned by: •' <br />O =.U: ��� 0 <br />• '- 1 <br />.. r. [�� + <br />W O••, .:•: DA'2'DEF43 _4i, (n <br />O 05-18-2021 p <br />H W <br />v REVISIONS: <br />li <br />Q No. Description Date W <br />U) J <br />� U <br />O U) <br />- O <br />O z <br />z O <br />2 0 <br />U <br />W <br />X ST=3 <br />W <br />CMU/METAL CONNECTOR ENGINEERING <br />
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