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)ocuSign Envelope ID: OOCCED92-FD82-41DF-BBOB-9A1B2DCB5D17 <br />GENERAL MASONRY NOTES DC1 <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />RL <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 />w <br />O <br />• 8F LINTELS SHALL BE FILLED. <br />O <br />04 <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />L? <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. <br />N <br />O <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />-4 <br />O <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />rn <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />CV <br />MASONRY LEGEND <br />CC i <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />— - - -- _ <br />J <br />LL <br />N 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 />U) <br />30" LAP REQUIRED, TYP AS SHOWN <br />U <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 />w <br />FRAMING KEY NOTES (CM U) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />o <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />> <br />rn <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />OPENINGS. <br />—i <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />w <br />W <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />a <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />ON DETAIL SHEET. <br />C< <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 />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/ 1 Od @ 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 />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />� <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />V7 <br />FASTEN EVERY STUD -TO BOTTOM PLT w/ SP 1 <br />OR (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 ((f) <br />w <br />- - -- - - - z <br />U) <br />00 <br />w <br />w <br />z <br />w <br />a <br />O <br />LL <br />O <br />i= <br />a <br />O <br />Il <br />O <br />U <br />a <br />0 <br />w_ <br />O <br />J <br />LL <br />¢ <br />U <br />z <br />0 <br />0 <br />O <br />z <br />LINTEL SCHEDULE <br />w <br />LINTEL N0. CLEAR SPAN LINTEL DESCRIPTION COMMENTS <br />PRESTRESSED GARAGE <br />L-1 <br />16'-0" <br />8F-1-32 <br />DOOR <br />L-2 <br />3'-0" <br />8U8 <br />-_ <br />L-3 <br />2'-0" <br />8U8 <br />L-4 <br />6'-0" <br />8 F-16 <br />-- <br />L-5 <br />8'-0" <br />8F-16 <br />8080 SGD/ REAR PORCH <br />L-6 <br />9'4" <br />8F-16 <br />REAR PORCH <br />L-7 <br />11'-8" <br />8F-16 <br />8F-12 <br />REAR PORCH <br />FRONT PORCH (_ELEV A) <br />L-8 <br />4'-8" <br />L-9 <br />- 4'-8" <br />8F-16 <br />FRONT PORCH (ELEV B,E,F) <br />C� <br />O <br />J <br />O <br />z <br />2 <br />U <br />w <br />X <br />w <br />a <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />APEX <br />t d <br />a <br />1✓ <br />t <br />true design studios j <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />tm <br />Q <br />U) <br />� <br />LLW <br />.j <br />o <br />LU <br />u <br />p <br />Q <br />2 <br />o <br />00001 o <br />LLI <br />¢ <br />0 <br />J LV <br />w <br />W LU <br />x <br />X <br />LL <br />Q <br />O <br />0 <br />w <br />z <br />IZ <br />LL <br />w <br />ABBOTT PARK Q <br />U <br />LOT 012-03 0 <br />w <br />I— <br />¢ <br />z <br />0 <br />(n <br />PROJECT NO <br />W <br />0 <br />2021.006616 <br />U_ <br />— — <br />O <br />DRAWN: <br />KME <br />8 <br />O <br />CHKD: <br />U') <br />MJP <br />U) <br />w <br />J <br />U <br />,,,`tltt111111���', <br />M LAN�, <br />U) <br />J5I <br />No 85166 <br />* Doc <br />gnodby: <br />L4T69DAQFF435 <br />,,'•/�� <br />00 <br />'.��'•. ( 0 R p P' ♦ �.` <br />Vf(nnn <br />z <br />ttttt <br />a <br />05-17-2021 <br />0 <br />w <br />REVISIONS: <br />UJI <br />No. Description Date <br />~ <br />-- - <br />w <br />J <br />U <br />U) <br />z <br />0 <br />ST=3 <br />