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c <br />e <br />19 <br />W <br />ti <br />ti <br />T-0" �- - 6-8" ,, 6'-8" ,, 6-8" v 6-2" 5'-5" 6-8" 6-8" T-0" <br />I'll T-8" <br />1st LEVEL STRUCTURAL PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />• <br />4'-10" I, 4'-10" <br />• <br />• M <br />T-0" <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 />0 (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 />0 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 <br />LINTEL <br />MAX CLEAR <br />COMMENTS <br />NO. <br />DESCRIPTION <br />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 />L-4 <br />8F-16 <br />6' - 0" <br />L-5 <br />8F-16 <br />9' - 2" <br />L-6 <br />8F-16 <br />7' - 5" <br />REAR PORCH <br />L-7 <br />8F-16 <br />7' - 11" <br />REAR PORCH <br />L-8 <br />8F-16 <br />7' - 8" <br />REAR PORCH <br />L-9 <br />8U8 = <br />4'- 6" <br />ELEV B & E <br />U <br />0 <br />N <br />o <br />E <br />O <br />ti <br />> <br />O <br />° <br />AEX <br />c/ <br />L70 <br />W <br />z_ <br />U) <br />im <br />w <br />W <br />z <br />b� <br />z <br />W <br />Q <br />true design studios <br />>� <br />0 <br />O <br />9000 REGENCY SQUARE BLVD.LL <br />is <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />904.821.5200 <br />p <br />� Q <br />0.0 <br />> D- <br />041HOEN <br />NO <br />0 <br />a:` acu <br />a.. <br />O� <br />J <br />U <br />Q <br />- <br />U <br />(D <br />_z <br />O <br />J <br />O <br />z <br />2 <br />U <br />W <br />I— <br />x <br />JW <br />Q <br />' ^ <br />V J <br />Q <br />Uj W <br />1�.'.�`/ <br />m <br />0 <br />= z Lu <br />W <br />�J O U) <br />z <br />O <br />w <br />= Q O <br />Q <br />z <br />W <br />o <br />� LLI <br />V LLJ <br />LLI <br />W <br />o <br />LL <br />_ <br />x <br />CD <br />�d <br />_.. <br />O_ <br />z <br />;...._ .. ,.... <br />r <br />U <br />w <br />~ <br />z <br />Abbott Park <br />cl� <br />x <br />a <br />w <br />LL <br />a <br />Q <br />LOT 033-03 <br />w <br />J <br />Q <br />U <br />U) <br />PROJECT NO: <br />2021.009240 z <br />CD <br />DRAWN: <br />CD w <br />0 <br />CHKD: <br />MJP O <br />0 <br />0 <br />0 <br />IN 'LAI I, w <br />• �. 4 • Q <br />No 85166 e U <br />DocuSigned by: <br />i Y T4�11 DOFEF435: 4J Z <br />L7 <br />07-28-2021 (D <br />z <br />REVISIONS: < <br />No. Description Date 0 <br />w <br />U) <br />w <br />w <br />J <br />ST <br />U <br />O =3H <br />O <br />z <br />0 <br />l .i -WEI I -(- 5, If i 11 __F___T-1 1 <br />CMU/METAL CONNECTOR ENGINEERING <br />