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8067 Wheat Stone Dr
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8067 Wheat Stone Dr
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Last modified
3/21/2025 3:54:09 AM
Creation date
2/27/2025 1:16:32 PM
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Building Plans
Street #
8067
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
4947
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DocuSign Envelope ID. BD119C90-OFC1-4EAB-BBI2-CE810 5C941B <br />C <br />I <br />1 <br />0 <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 />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 />00 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 />o <br />> o <br />N U <br />0 C) ICY <br />N <br />O <br />'r__ APEX <br />N U <br />c <br />O Q7 <br />O <br />� t6 <br />N <br />M <br />U_ <br />W <br />tds <br />J � <br />true design studios <br />Z <br />O <br />U) <br />Y 9000 REGENCY SQUARE BLVD. (D <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />Cn <br />O_ <br />O <br />O <br />Z) W CX <br />CX <br />> 041HOMON <br />rn 0 <br />o J <br />N <br />m <br />W <br />Q <br />W <br />U <br />z <br />W <br />W <br />O <br />O <br />O <br />LO <br />ti <br />LO <br />ti <br />O Q Z LU <br />W <br />W <br />J z Lu <br />m <br />LLJ ow <br />LU <br />W pW <br />z <br />> o <br />z LU o <br />w <br />LU W <br />0 J 2 <br />LL! LLl ti <br />o <br />LL U_ x <br />z Q <br />O This item has been electronically O <br />I- signed and sealed by Justin M Lanier, <br />Q PE on the date and/or time stamp 0 <br />W shown using a digital signature. w <br />O Printed copies of this document are F— <br />a not considered signed and sealed z <br />and the signature must be verified <br />O by a 3rd Party Certificate Authority <br />U on any electronic copy 0- <br />U- <br />Q W <br />0 J <br />cr_Abbott Park Q <br />O U <br />J U) <br />LOT 053-03-1 A 0 <br />Q w <br />U Z <br />Z <br />(D <br />} U) <br />OPROJECT NO: w <br />JO 2022.009269 w <br />DRAWN: O <br />LINTEL SCHEDULE U o <br />W CHKD: U') <br />LINTEL NO.__F CLEAR SPAN I LINTEL DESCRIPTION COMMENTS <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 />8 F-16 <br />L-5 <br />8'-0" <br />8F-16 <br />8080 SGD/ REAR PORCH <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 />~ CD U) <br />x <br />w w <br />Q Q <br />Q �. J5-(IN LA/Vj, U) <br />m : ��'� F• % z <br />No 85166 <br />w <br />z = <br />�13 <br />O STATE OFLli <br />'O• <br />= A- : U) <br />O 09-22-2022 p <br />w <br />U REVISIONS: <br />TZ <br />ILL. <br />Q No. Description Date w <br />( J <br />Q <br />>- U <br />C� U) <br />O F- <br />O z <br />z O <br />2 0 <br />U <br />w <br />F- <br />x <br />w ST=3 <br />a <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />
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