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38349 Springhead Ln
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38349 Springhead Ln
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Last modified
3/20/2025 3:46:27 PM
Creation date
2/19/2025 12:47:08 PM
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Building Plans
Street #
38349
Location
Springhead Ln
Contractor
DR Horton
Building Plans - Permit #
3550
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DocuSign Envelope ID: EC066725-7D29-4A3B-9C59-8F7C9564FC7B <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 />❑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 />LINTEL SCHEDULE <br />LINTEL NO. CLEAR SPAN I LINTEL DESCRIPTION COMMENTS <br />U <br />0 <br />ni <br />rn <br />0 <br />N <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />T-0" <br />81_18 <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 />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 />O <br />O <br />N <br />U? <br />T_ <br />N <br />M <br />4 <br />O <br />O <br />N <br />N <br />M <br />J <br />U_ <br />W <br />J <br />J <br />z <br />O <br />Y <br />Q <br />O <br />O <br />W <br />J <br />M <br />W <br />Q <br />0 <br />} <br />z <br />W <br />0 <br />W <br />W <br />O <br />O <br />O <br />C') <br />i <br />i` <br />It <br />LO <br />f` <br />z <br />W <br />0 <br />W <br />U) <br />Cn <br />W <br />W <br />z <br />z <br />W <br />a <br />0 <br />LL <br />0 <br />Q <br />O <br />a <br />0 <br />U <br />Q <br />0 <br />O <br />J <br />LL <br />Q <br />U <br />z <br />} <br />C� <br />O <br />J <br />O <br />z <br />w <br />X <br />LU <br />a <br />Q <br />X <br />m <br />0 <br />W <br />Q <br />U) <br />O <br />H <br />U_ <br />Q <br />W <br />} <br />O <br />O <br />J <br />O <br />z <br />U <br />W <br />H <br />X <br />W <br />a <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />APEX <br />tds <br />L1 <br />s <br />.Q <br />true design studios >� <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />>00�of considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />�n any electronic copy <br />w <br />_I z LU <br />O w <br />W _ w <br />Q <br />>o <br />m <br />w <br />o <br />0 <br />w <br />w <br />w <br />W <br />r <br />Q <br />L <br />Iz <br />0 <br />0 <br />W <br />z <br />W <br />12- <br />LL <br />W <br />Abbott Park Q <br />U <br />rn <br />LOT 006-04-1 C 0 <br />W <br />I- <br />Z <br />0 <br />L7 <br />PROJECT NO: <br />W <br />0 <br />2021.014962 <br />LL <br />O <br />DRAWN: <br />ASH <br />o <br />Lr) <br />CHKD: <br />VA co <br />>R <br />LA <br />z <br />No 85166 <br />* : • DocuSigned bo: {r <br />0 <br />:'13 STATE OF .��� � <br />. <br />i0,� 3F4671p� ... IUDORI ��� z <br />S�ONALE�, % <br />�11111rrrr Q <br />12-29-2021 0 <br />W <br />REVISIONS: <br />No. Description Date ~ <br />W <br />J <br />Q <br />U <br />I- <br />O <br />z <br />O <br />
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