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38335 Springhead Ln
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38335 Springhead Ln
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Last modified
3/20/2025 3:19:22 PM
Creation date
2/19/2025 10:53:35 AM
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Building Plans
Street #
38335
Location
Springhead Ln
Contractor
D R Horton
Building Plans - Permit #
3554
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DocuSign Envelope ID: AA010146-D199-4BBB-A59B-84ED05CCE60C <br />1'-4" 4'-8" T-0" 6'-8" --6 -8 - - - - 6'-8" 5'-4" 6'-8" 6'-0" 6-0 5 4 14 <br />T�107 L-7 <br />1 ST LEVEL STRUCTURAL 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'-0" 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 />I I OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />n 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.0 <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 LINTEL MAX CLEAR COMMENTS <br />NO. DESCRIPTION SPAN <br />L-1 <br />8F-1-32 <br />16'- 0" <br />GARAGE DOOR <br />- <br />L-2 <br />8U8 <br />8U8 <br />3' - 0" - <br />L-3 <br />2' - 0" <br />L-4 <br />8F-16 <br />6' - 0" <br />L-5 <br />L-6 <br />8F-16 <br />8' - 0" <br />REAR SGD <br />8U8 <br />4' - 0" <br />L-7 <br />817-16 <br />5'- 4" <br />FRONT PORCH <br />L-8 <br />L-9 <br />FLA <br />8F-16 <br />3' - 4" <br />FRONT PORCH <br />REAR PORCH <br />REAR PORCH <br />8F_-16 <br />13' - 0" <br />8F-16 <br />4' - 8" <br />U <br />6 <br />0 <br />N <br />ti <br />o <br />LO <br />O ° <br />U) APEX <br />U) U <br />W <br />z_ <br />W Q <br />m <br />W I <br />W <br />Z <br />C`7d C <br />� <br />z t S <br />W <br />Q true design studios ? <br />0 <br />O `- <br />-j 9000 REGENCY SQUARE BLVD. N <br />LL SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 p <br />041HOMN' <br />U <br />O <br />J <br />ILL <br />Q � <br />0 <br />Z <br />a) <br />O <br />J <br />ZThis item has been electronically <br />= signed and sealed by Justin M Lanier, <br />V PE on the date and/or time stamp <br />W shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />x nd the signature must be verified <br />W Wby <br />a 3rd Party Certificate Authority <br />0—n any electronic copy <br />O W <br />m <br />00 <br />o z W <br />W O Cn <br />O <br />W Q O <br />4 <br />z LU 0 <br />a W <br />0 M LLj LU Q <br />~ <br />LL � w <br />LL <br />Q ti <br />W <br />x <br />O z <br />J O <br />O 0 <br />z W <br />= I- <br />U z <br />Abbot Park <br />x a <br />W--- --- W <br />a LOT 004-04-1 C W <br />a Q <br />U <br />U) <br />0 <br />W <br />PROJECT NO: I- <br />2021.014964 z <br />-- 0 <br />DRAWN: Fn <br />MRB w <br />CHKD: U— <br />JAC O <br />0 <br />0 <br />LO <br />�♦♦�� v5� E N <br />A§AA§ed by- U) <br />r V <br />' 'T3F D� Q� •. 4 71 QC4K��33 <br />�O N A�- ECG,♦♦ <br />12/29/2021 O <br />z <br />REVISIONS: <br />No. Description Date <br />W <br />U) <br />- - W <br />W <br />a <br />U) <br />F- <br />O <br />ST=3 O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />
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