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8251 Wheat Stone Dr
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8251 Wheat Stone Dr
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Last modified
3/21/2025 6:34:02 AM
Creation date
2/24/2025 10:16:53 AM
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Building Plans
Street #
8251
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
2646
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3ocuSign Envelope ID: 1BDD5328-B4AB-4280-B48D-1B8BA2932131 <br />CV <br />m <br />1 st LEVEL STRUCTURAL PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />4'-10" <br />6'-8" <br />6'-8" <br />T-0" <br />Zo <br />(V <br />in <br />GENERAL MASONRY NOTES DC1 <br />0 <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. N <br />8U LINTELS MAY BE FILLED OR UNFILLED. N <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 />[ j 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 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 - B <br />LINTEL LINTEL MAX CLEAR COMMENTS COUNT <br />NO. DESCRIPTION SPAN <br />8F-1-32 <br />16' - 0" <br />GARAGE <br />1 <br />_L-1 _ <br />L-2 <br />8U8 <br />5' - <br />1 <br />_6" _ _ <br />L-3 8U8 3' - 0" _ 3 <br />L-4 8F-16 6' - 0" 1 <br />_ <br />L-5 8F-16 9' - 2" 1 <br />L-6 8F-16 7' - 5" REAR PORCH 1 <br />L-7 8F-16 7' - 11" REAR PORCH 1 <br />L-8 8F-16 7' - 8" REAR PORCH 1 <br />L-9 8U8 4' - 6" 1 <br />LINTEL SCHEDULE - D <br />LINTEL <br />LINTEL <br />MAX CLEAR <br />COMMENTS <br />COUNT <br />NO. <br />DESCRIPTION <br />SPAN <br />L-1 <br />L-2 <br />8F-1-32 <br />8 U 8 <br />16' - 0" <br />GARAGE <br />1 <br />1 <br />5' - 6" <br />L-3 <br />_ 8U8 <br />8F-16 <br />- 8F-16 — <br />8F-16 <br />8F-16 <br />8F-16 <br />3' - 0" <br />-_ ^ <br />5 <br />L-4 <br />L-5 <br />6' - 0" <br />1 <br />- 1 <br />9' - 2" <br />L-6 <br />7' - 5" <br />REAR PORCH <br />1 <br />L-7 <br />L-8 <br />7' - 11" <br />7' - 8" <br />REAR PORCH <br />REAR PORCH <br />1 <br />1 <br />I` o <br />L <br />ti <br />O ° <br />APEX <br />U) U <br />W a)a)z_ <br />m <br />w <br />w <br />z <br />0 <br />z t S W -6 <br />Q true design studios N <br />0 <br />w <br />O <br />-J 9000 REGENCY SQUARE BLVD. N <br />L. SUITE 100, JACKSONVILLE, FL 32211 <br />z co <br />904.821.5200 p <br />O <br />O 0sft#H0ff0N' <br />U � <br />cl <br />P # <br />O <br />J <br />U_ <br />< <br />U -Q <br />z N <br />(D <br />O <br />.J <br />O <br />z <br />2 <br />U <br />W <br />H <br />w JWCL <br />w V ) / / <br />Q <br />� � W <br />m <br />Z <br />0 = W <br />W <br />z O w <br />_ <br />O I- <br />w JQ O <br />z qqt> 0 <br />0 W W <br />o J <br />- W Wn� a <br />~ W 1.L <br />L L <br /><C i` <br />x <br />r <br />O <br />O <br />z w <br />= w <br />U ~ <br />z <br />� ABBOTT PARK w <br />w_____. -- IL <br />a- LOT 039-03 w <br />a a <br />U <br />0 <br />PROJECT NO I- <br />2021.006638 z <br />_ (D <br />DRAWN: <br />KME w <br />-- 0 <br />CHKD: MJ P U_ <br />O <br />0 <br />0 <br />No 85166 cA <br />• r W• r <br />' 3 Fs QFDEF4 c�j <br />O • F 71 OEF4 4.4/ <br />'Al <br />• `VV <br />t111111 U) <br />05-18-2021 O <br />z <br />REVISIONS: <br />No. Description Date <br />w <br />U) <br />w <br />J <br />Q <br />- U <br />I-- <br />O <br />ST=3 z <br />O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />
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