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I <br />m <br />fil <br />d- <br />0 <br />ti <br />T-0" <br />'-4" � T-8" <br />• <br />4'-8" <br />1 st LEVEL STRUCTURAL PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />4'-10" T-8" 4'-2" <br />5'-10" <br />L-2 1 <br />5'-4" T-8" J, T-2" J, 6-8" <br />• i <br />T-0" <br />3'-8" S-8" 6-8" I. 7,_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 />E 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 />�o (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 PLTw/ 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. MAX CLEAR OPENING LINTEL COMMENTS <br />DESCRIPTION <br />L-1 <br />16-0" <br />8F-1-32 <br />GARAGE DOOR <br />L-2 <br />S-0" <br />8 U 8 <br />L-3 <br />6-0" <br />8F-16 <br />L-4 <br />8'-0" <br />8F-16 <br />SGD <br />L-5 <br />8'-8" <br />8F-16 <br />REAR PORCH <br />L-6 <br />T-0" <br />8F-16 <br />REAR PORCH <br />L-7 <br />T-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />1'4' <br />8F-16 <br />FRONT PORCH <br />L-9 <br />4'-4" <br />8F-8 <br />FRONT PORCH(ELEV A) <br />L-9.1 <br />414" <br />8F-16 <br />FRONT PORCH(ELEV B,E&F) <br />L-10 <br />6'-8" <br />8F-16 <br />WINDOW(ELEV F) <br />U <br />0 <br />N <br />O <br />N O <br />C] <br />N <br />r <br />CV <br />00 <br />d' <br />C) <br />rn <br />i <br />CV <br />N <br />co <br />J <br />LL <br />W <br />J <br />_J <br />z <br />O <br />U) <br />Y <br />C) <br />Q <br />O <br />O <br />Z W <br />U ~ <br />o :D <br />cri U) <br />rn Q <br />o > <br />N <br />J <br />m <br />W <br />(Y_ <br />i-' <br />z <br />W <br />C� <br />W <br />O <br />O <br />O <br />0') <br />i <br />ti <br />d' <br />t` <br />O <br />07 <br />W <br />z_ <br />Of] <br />W <br />W <br />z <br />z <br />W <br />Q <br />0 <br />U- <br />z <br />O <br />I— <br />ll <br />O <br />O <br />U <br />Q <br />n <br />0 <br />J <br />LL <br />Q <br />C) <br />z <br />0 <br />O <br />J <br />0 <br />z <br />2 <br />C) <br />w <br />r— <br />X <br />W <br />d <br />Q <br />m <br />n <br />LLI <br />O <br />W <br />Q <br />z <br />U) <br />O <br />U <br />Q <br />C� <br />0 <br />O <br />z <br />2 <br />U <br />W <br />H <br />X <br />L1J <br />a <br />tds <br />true design studlos <br />t <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />DoRtHOMON' <br />C� <br />fi? <br />{!3 <br />a nt \ °Q\"f ffl A`� 3 ma f m as �. fi����y,��\, �3\�y� <br />1� <br />z <br />O U) <br />W LLl <br />LL Z w <br />Oco <br />V <br />L) < 0 <br />LLJ 0 Q <br />0 ULL] 0 <br />L!J LU - F_ <br />- <br />T_ <br />LL <br />w,,n I g" <br />LL <br />U-I <br />Abbott Park Q <br />U <br />U) <br />LOT 032-03 in <br />w <br />z <br />(? <br />U) <br />PROJECT NO: w <br />2021.009227 n <br />LL <br />DRAWN: O <br />CD 8 <br />0 <br />CHKD: L0 <br />MJP <br />W <br />J <br />a <br />,t,�t�ttttrrrrr���, C) <br />�(IN LA <br />/j/ �i <br />�N3 ........ � U) <br />z <br />NO 85166 <br />�► ,�, : DocuSigned 6y: <br />r <br />tDA ff435_ (U <br />ei'sS�CNAt-E ��.` z <br />rirr�rttttt <br />Q <br />07-29-2021 p <br />w <br />REVISIONS: w <br />No. Description Date ~ <br />w <br />J <br />Q <br />U <br />U) <br />0 <br />z <br />O <br />n <br />CMUIMETAL CONNECTOR ENGINEERING <br />