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3ocuSign Envelope ID: 31288F87-6009-4E80-99F2-D36EA54752DD <br />GENERAL MASONRY NOTES DC1 <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />0 <br />v <br />1ST LEVEL DOWEL PLACEMEN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />T PLAN <br />• 8U LINTELS MAY BE FILLED OR UNFILLED. <br />N <br />O <br />• 8F LINTELS SHALL BE FILLED. <br />O <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 />04 <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />4 <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />� <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />1 <br />MASONRY LEGEND <br />Cl) <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />- -- -- <br />J <br />LL <br />El 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 />5; <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 />(n <br />30" LAP REQUIRED, TYP AS SHOWN <br />CY.i <br />�) OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />¢ <br />(] NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />V­ <br />LLJ_ <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />o <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />> <br />rn <br />i:) <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />OPENINGS. <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />� <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />¢ <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 />V <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 />• 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 />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />LO <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />r1_ <br />QR (2) SDWC15450 @ MAX 16" O.C. <br />b <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />Z <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 co <br />LINTEL NO. <br />w <br />-- <br />Z <br />W <br />m <br />w <br />w <br />0 <br />Z <br />w <br />0 <br />O <br />LL <br />0 <br />O <br />a <br />0 <br />U <br />0 <br />0 <br />J <br />LL <br />¢ <br />U <br />Z <br />0 <br />0 <br />O <br />Z <br />LINTEL SCHEDULE <br />w <br />CLEAR SPAN I LINTEL DESCRIPTION COMMENTS ~ <br />X <br />w <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />S-0" <br />8U8 <br />8U8 <br />8F-16 <br />L-3 <br />2'-0" <br />L4 <br />6'-0" <br />L-5 <br />8F-16 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />L-6 <br />_8'-0" <br />9'-0" <br />REAR PORCH <br />L-7 <br />1 V-8" <br />8F-16 <br />8F-12 <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />FRONT PORCH (ELEV A) <br />FRONT PORCH (ELEV B,E,F) <br />L-9 <br />4'-8" <br />0 <br />O <br />J <br />O <br />Z <br />2 <br />U <br />w <br />H <br />X <br />w <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />APEX <br />tds -6 <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 Ci <br />O <br />tm <br />Q <br />U) <br />LL <br />w <br />J <br />O <br />Uj <br />cLii <br />p <br />Q <br />� <br />o <br />m <br />> o <br />w <br />Q <br />o <br />J w <br />W <br />C� <br />w <br />d' <br />X <br />aLL� <br />0 <br />0 <br />w <br />Z <br />w <br />a <br />LL <br />w <br />ABBOTT PARK Q <br />- - u <br />LOT 015-03 0 <br />- ---- -- - -- ---- <br />w <br />Z <br />0 <br />U) <br />PROJECT NO <br />w <br />C <br />2021.006617 <br />LL <br />- <br />O <br />DRAWN: <br />KME <br />810 <br />CHKD: <br />o <br />L0 <br />MJP <br />U) <br />w <br />J <br />U <br />,``rrrr►����� <br />LA�/j� <br />U) <br />z <br />No 85166 <br />DQkuSlgned by: � <br />T.A E O F ;�. <br />03F4671DACDEIF4/4 /; <br />%%T' P, <br />0 <br />S S0 N A� <br />� <br />%'��`�� <br />05-17-2021 <br />w <br />REVISIONS: <br />LU <br />No. <br />Description <br />Date <br />~ <br />_ <br />w <br />J <br />- - <br />CD <br />F- <br />O <br />Z <br />ST=3 <br />