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)ocuSign Envelope ID: EC6E496A-5B7D-4CAE-A74C-BABDCBE98F2D <br />GENERAL MASONRY NOTES DC1 <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />C9 <br />A <br />0 <br />v <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />• 8U LINTELS MAY BE FILLED OR UNFILLED. <br />N <br />O <br />• 8F LINTELS SHALL BE FILLED. <br />O <br />04 <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />LO <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8" O.C., U.N.O. <br />00 <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />14 <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />rn <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />MASONRY LEGEND <br />Irl- <br />(V <br />-- N <br />M <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />—j <br />INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />w <br />J <br />J <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <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 />Y <br />30" LAP REQUIRED, TYP AS SHOWN <br />U <br />❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />¢ <br />[oj NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />Q <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />LU <br />F_ <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />Uo <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />> <br />rn <br />Q <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />J <br />OPENINGS. <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />w <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 />} <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS <br />U <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 @ 3" O.C. <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 />O <br />O <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />O <br />LEVEL <br />01) <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />tLO <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />rl- <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />Z <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />LU <br />U) <br />00 <br />LU <br />Z <br />Z <br />w <br />¢ <br />O <br />0 <br />O <br />0 <br />U <br />O <br />J <br />LL <br />z <br />0 <br />O <br />J <br />O <br />Z <br />LINTEL SCHEDULE U <br />w <br />LINTEL NO. CLEAR SPAN I LINTEL DESCRIPTION COMMENTS X <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />a <br />¢ <br />- <br />DOOR <br />--- . <br />X <br />L-2 <br />T-0" <br />8U8 <br />Q <br />L_-3 <br />2'-0" <br />8U8 <br />_....- <br />-8F-16 <br />L-4 <br />6'-0" <br />m <br />L-5 <br />8'-0" <br />8F-16 <br />8080 SGD/ REAR PORCH <br />p <br />L-6 <br />9'-0" <br />8F-16 <br />REAR PORCH <br />w <br />Z <br />L-7 <br />11'-8" <br />8F-16 <br />REAR_PORCH <br />L-8 <br />_ 4'-8" <br />8F-12 <br />FRONT PORCH (ELEV A) <br />Q <br />L-9 <br />4'-8" <br />8F-16 <br />FRONT PORCH (ELEV B,E,F) <br />LU <br />Z <br />(O <br />O <br />i= <br />U_ <br />U) <br />} <br />C� <br />O <br />J <br />O <br />Z <br />U <br />w <br />H <br />X <br />w <br />IL <br />APEX <br />Itds <br />f2 <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />tz <br />U) <br />LL <br />W <br />J <br />O <br />LJJ <br />cis <br />� <br />Q <br />o <br />m <br />LU 0 <br />o <br />w <br />w w <br />W <br />X <br />a <br />LL� <br />Z <br />O <br />0 <br />Z <br />w <br />C. <br />U_ <br />ABBOTT PARK <br />w <br />Q <br />U <br />LOT 020-02 <br />0 <br />w <br />PROJECT NO <br />w <br />0 <br />2021.006625 <br />LL <br />O <br />DRAWN: <br />KME <br />o <br />CHKD: <br />Ui <br />MJP <br />w <br />J <br />U <br />`11111111111�� <br />NiF ��� <br />(n <br />U)�i <br />.`%% \)� E N <br />�•'�.�� SF'9 ''• <br />Z <br />.` <br />No 85166 <br />DTSigned by: <br />. = <br />•� ti: w <br />C44DQFEF435.. <br />� ` <br />�'i FS; • O R 1 • • G�` <br />Z <br />����/llllllll,, <br />05-17-2021 <br />w <br />REVISIONS: <br />No. Description Date <br />~ <br />w <br />J <br />U <br />O <br />-- <br />Z <br />ST=3 <br />O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />