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DocuSign Envelope ID: 707B1834-BEF5-47BC-9323-F8E9026C052D <br />Cal <br />1.1 <br />T-0" 6'-8" 6'-8" 6'-8" If 6'-2" 5'-5" 6'-8" 6'-8" _ - -- T-O" -- <br />T-8" <br />M1 <br />6'-8" <br />1 st LEVEL STRUCTURAL PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />4'-10" _J, 4'-10" <br />M <br />M <br />T-0" <br />GENERAL MASONRY NOTES DC1 <br />i <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.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 <br />-- L-2 -_- <br />8U8 <br />5' - 6" <br />L-3 <br />8U8 <br />3' - 0" ^--- <br />---- y-- <br />-- - -- - <br />L-4 <br />8F-16 <br />6' - 0" <br />L-5 <br />8F-16 <br />9' - 2" <br />L-6 <br />L-7 <br />L-8 <br />8F-16 <br />7' - 5" <br />7' - 1 111 <br />7' - 8" <br />REAR PORCH <br />REAR PORCH <br />8F-16 <br />8F-16 <br />REAR PORCH <br />L-9 <br />8U8 <br />4'- 6" <br />ELEV B & E <br />U <br />0 <br />N <br />o � <br />N <br />LO <br />h <br />O <br />Z <br />co APEX <br />W <br />W <br />z <br />W <br />0 <br />m <br />W tds <br />W <br />W <br />z_ <br />0 <br />z <br />W <br />a true design studios <br />O <br />_j 9000 REGENCY SQUARE BLVD. <br />z SUITE 100, JACKSONVILLE, FL 32211 <br />O 904.821.5200 <br />U <br />00 <br />N O U DeRsHOMON A <br />O <br />J <br />LL <br />a <br />U <br />z <br />0 <br />J <br />zThis item has been electronically <br />= signed and sealed by Justin M Lanier <br />U PE on the date and/or time stamp <br />W shown using a digital signature. <br />Printed copies of this document are <br />I—' not considered signed and sealed <br />x nd the signature must be verified <br />Lij jby a 3rd Party Certificate Authority <br />0- n any electronic copy <br />LU W <br />� oo — <br />m z � <br />0 w <br />W O w <br />a - <br />O <br />w = Q O <br />z > � <br />W W <br />0 J <br />W <br />N <br />I <br />� <br />� L1J ct a <br />0 <br />LLLL <br />TM <br />U) <br />_ <br />x x <br />>_ <br />0 <br />T_ <br />T_ <br />O <br />z <br />0 <br />O <br />z <br />0 <br />= <br />w <br />~ <br />U <br />z <br />Abbott Park <br />x <br />°- <br />w <br />- LL <br />0- <br />a <br />LOT 024-03-1 B w <br />J <br />a <br />U <br />W <br />0 <br />LILI <br />PROJECT NO: I -- <br />DRAWN: <br />CHKD: <br />No. <br />2021.012593 z <br />CD w <br />0 <br />MJP 0 <br />0 <br />0 <br />u0 <br />J5;(1N L.A/V j� �,� W <br />U <br />No 85166 (n <br />•` * •• DocYSig <br />A`ned by: • * /w/� <br />OCC ((���� • <br />• �tiF9D@DEF435; <br />40 Al <br />< O 10P• .. a <br />11-01-2021 C7 <br />z <br />REVISIONS: < <br />Description Date <br />-- w <br />- w <br />w <br />J <br />a <br />U) <br />H <br />O <br />ST=3 O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />