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)ocuSign Envelope ID: 8912F9C8-E511-4OB6-8EAF-12FOECADCDD3 <br />GENERAL MASONRY NOTES DC1 <br />0 <br />I <br />in <br />0 <br />ti <br />7' <br />1'-4" L 7' <br />6'-8" <br />4'-10" e 3'-8" ,, 4'-2" <br />L-2 <br />mi <br />m <br />7'-0" <br />5'-8" 4'-8" 5'-10" 5'-4" 3'-8" f, 3'-2" 6'-8" 3'-8" 3'-8" 6'-8" ' L 7' <br />1st LEVEL STRUCTURAL PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22" 04" <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 />[� 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 />I-KAMINC3 KLY NU 1 Lb (I:MU) 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 />U <br />0 <br />N <br />O <br />N <br />O <br />O <br />N <br />u7 <br />N <br />00 <br />O <br />O <br />N <br />N <br />M <br />J <br />LL <br />w <br />J <br />J <br />z <br />O <br />U) <br />Y <br />U <br />Q <br />O <br />O <br />F <br />w <br />H <br />U) <br />0 <br />J <br />m <br />w <br />Q <br />U) <br />U <br />z <br />w <br />0 <br />w <br />w <br />O <br />O <br />O <br />O <br />L0 <br />ti <br />z <br />07 <br />U) <br />w <br />Z_ <br />U) <br />m <br />w <br />w <br />z <br />Z <br />w <br />0 <br />0 <br />J <br />LL <br />Z <br />O <br />i= <br />Q <br />O <br />a_ <br />0 <br />U <br />Q <br />0 <br />0 <br />J <br />LL <br />Q <br />U <br />z <br />} <br />C� <br />LINTEL SCHEDULE O <br />J <br />_ O <br />LINTEL z <br />LINTEL NO. MAX CLEAR OPENING FDESCRIPTION COMMENTS U <br />w <br />L-1 <br />16'-0" <br />8F-1-32 <br />GARAGE DOOR <br />L-2 <br />3'-0" <br />----8U8 <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 />7'-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 />T FRONT PORCH(ELEV A) <br />L-9.1 <br />4'-4" <br />8F-16 <br />FRONT PORCH(ELEV B,E&F) <br />L-10 <br />6'-8" <br />8F-16 <br />L WINDOW(ELEV F) <br />F-- <br />X <br />w <br />w <br />Q <br />X <br />0}0 <br />LLJ <br />`0 <br />O <br />Q <br />z <br />Z) <br />O <br />1= <br />U <br />LL <br />Q <br />07 <br />O <br />0 <br />O <br />z <br />T- <br />o <br />w <br />1— <br />X <br />w <br />a- <br />#--w-1 <br />APEX <br />4 - <br />tds <br />true design studies N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />P� <br />0 U) <br />W <br />LL Z <br />O W <br />J —U) <br />V � � <br />Q O <br />� Q <br />W WLIJ <br />V LJ W <br />LL x <br />Q z <br />Z <br />O <br />0 <br />w <br />Z <br />a <br />LL <br />w <br />Abbott Park Q <br />U <br />LOT 008-01 p <br />w <br />Q <br />CD <br />U) <br />PROJECT NO: w <br />2021.003451 0 <br />LL <br />DRAWN: O <br />LDG o <br />CHKD: U') <br />MJP U) <br />w <br />J <br />Q <br />U <br />,��� JS�C 1N Lq/vjF •,, c� <br />`� �' � G•ENS '9 ��'� Z_ <br />� y <br />• U) <br />04-10-2019 p <br />w <br />REVISIONS: w <br />2 <br />No. Description Date ~ <br />w <br />J <br />— Q <br />U <br />_ U) <br />0 <br />Z <br />O <br />0 <br />ST=3 <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />