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DocuSign Envelope ID: 5C51EOE5-24F8-4973-AEC4-091C2884D59C <br />i' <br />; <br />i <br />i <br />T-0" 6'-8" 6'-8" 4'-10" 3'-8" 4'-2„ <br />I f� <br />Y <br />�n <br />I <br />0 <br />r` <br />A <br />L-I <br />4'-8" 5'-10" 5;„ 3 _g 3.2 6'-$" 3'-8" 3'-8" 6'-8" 7'-0" <br />1 st LEVEL STRUCTURAL PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 221lx34" <br />GENERAL MASONRY NOTES DC1 <br />0 <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. N <br />0 <br />N <br />8U LINTELS MAY BE FILLED OR UNFILLED. <br />O <br />O <br />8F LINTELS SHALL BE FILLED. <br />N <br />LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />U? <br />APES <br />DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. <br />(N <br />N <br />SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />X <br />MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />" <br />r <br />MASONRY LEGEND <br />c� i <br />=. <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />e <br />_j <br />U_ <br />n INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />LLI <br />tds <br />J <br />J <br />.Q <br />a) <br />NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />true design studios <br />30" LAP REQUIRED, TYP AS SHOWN <br />Z <br />O <br />Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />U) <br />30" LAP REQUIRED, TYP AS SHOWN <br />U <br />9000 REGENCY SQUARE BLVD. <br />(-� OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />Viol NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />O <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />� <br />t/i <br />Uj <br />F_ <br />s: <br />CX <br />cn <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />CD <br />> <br />- <br />� <br />UIHOMON <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES <br />0)� <br />t <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />> <br />OPENINGS. <br />—j <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET, IN <br />L <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />ON DETAIL SHEET. <br />Z) <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 />Z <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH <br />W <br />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ Y O.C. <br />(9 <br />W <br />4. HIGH UPLIFT CONNECTION: <br />w <br />.FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />C) <br />. SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />p <br />LEVEL <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />u7 <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />ti <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />O <br />*TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />Z <br />' , 1 <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />U) <br />LJ—.1 <br />LU <br />U) W <br />m <br />J O to <br />W <br />W O <br />Z <br />> o a <br />Z W W o <br />LU <br />o <br />o CL r <br />x <br />U_ LL <br />z <br />O T'!ry . ;as k e;nn eiec.tronicaliy Z <br />i.?;'rer, O <br />r' t)n the bate and/or tirr;.<, ;tamp <br />a shown usmk a digital slgn„ttwerk <br />Printed, copy c:s of this c:o:;;.r.; ,,.t ar LLI <br />O rlot considered c:,c; and :;ealc-d H <br />a anti the si ;r^,atur'l t_r I t tt verifwej Z <br />I a 3rd Farty Certificate Aut`?orl'ty <br />O or: any e:rxtmnrc copy a <br />U LL <br />a LU <br />Abbott Park <br />O U <br />J .- -- - <br />Ll_ LOT 030-03 0 <br />a - W <br />z Z <br />0 <br />— (D PROJECT NO: W <br />LINTEL SCHEDULE o 2021.009226 U- <br />LINTEL DRAWN: <br />LINTEL NO. MAX CLEAR OPENING DESCRIPTION COMMENTS U CD o <br />IW— CHKD: <br />L-1 <br />L-2 <br />L-3 <br />16'-0" <br />3-0" <br />6'-0" <br />8F-1-32 <br />GARAGE DOOR <br />-SGD <br />8U8 <br />_ <br />8F-16 <br />L-4 <br />8'-0" <br />8F-16 <br />L-5 <br />8'-8" <br />8F-16 <br />REAR PORCH <br />L-6 <br />L-7 <br />L-8 <br />7'-0" <br />7'-8" <br />1'4" <br />8F-16 <br />REAR PORCH <br />REAR PORCH <br />FRONT PORCH <br />8F-16 <br />8F-16 <br />L-9 <br />4'-4" <br />8F-8 <br />FRONT PORCH(ELEV A) <br />L-9.1 <br />L-10 <br />4'-4" <br />- 6'-8" <br />8F-16 <br />FRONT PORCH(ELEV B,E&F) <br />-WINDOW(ELEV F) <br />8F-16 <br />x MJP <br />W J <br />CIL a <br />a U LA/Vj' <br />No 85166 <br />W * : Docuftned by: <br />Z -. <br />O S 'fL%71R@qQEF43j..i1U <br />.00.. <br />LLJ <br />P U <br />g '. c�•'• . 4 R O,. �• (D <br />Z ,�����NA�-E� ` `, Z <br />a <br />_p 07-29-2021 0 <br />i- W <br />L) REVISIONS: Lij <br />a No. Description Date T W <br />� J <br />>- U <br />U) <br />O I- <br />Z - - Z <br />2 O <br />U 0 <br />w <br />ST=3 <br />X <br />W <br />a <br />CMU/METAL CONNECTOR ENGINEERING <br />