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DocuSign Envelope ID. 21 E7372B-7C76-459C-AFD9-9AE48FD1 8COA <br />GENERAL MASONRY NOTES DC1 <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />0 <br />v <br />T-0" <br />M1 <br />M <br />5,-4„ <br />t <br />,1'-4" 8.41 L 4' 5" I, T-5" �, 6'-8" 6'-8" 6'-8" 5'-0" 6'-8" 6'-8" 6'-8" T-0" <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-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 />04 <br />04 <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />Ls? <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8" O.C., U.N.O. <br />ado <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />1' <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />N <br />cC i <br />MASONRY LEGEND <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 />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 />Y <br />30" LAP REQUIRED, TYP AS SHOWN <br />U <br />(_] OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />0 NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />N <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />o <br />> <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />M <br />0 <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />J <br />OPENINGS. <br />00 <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />W <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />¢ <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />ON DETAIL SHEET. <br />(�f <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS <br />() <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 />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />� <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 />0 <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 />OR (2) SDWC15450 @ MAX 16" O.C. <br />Q <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />z <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 W <br />W <br />-- Z <br />U) <br />co <br />Df <br />W <br />W <br />z <br />z <br />W <br />0 <br />0 <br />LL <br />0 <br />O <br />a <br />O <br />U <br />O <br />_J <br />LL <br />U <br />z <br />0 <br />0 <br />O <br />z <br />LINTEL SCHEDULE <br />LINTEL NO. ---I CLEAR SPAN LINTEL DESCRIPTION <br />_ COMMENTS <br />L-1 <br />16-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />3'-0" <br />8U8 <br />L-3 <br />2'-0" <br />81.18 <br />L-4 <br />6-0" <br />8'-0" <br />9'-0" <br />8F-16 <br />8080 SGD/ REAR PORCH <br />REAR PORCH <br />L-5 <br />L-6 <br />8F-16 <br />8F-16 <br />L-7 <br />11'-8" <br />_ <br />8F-16 <br />REAR PORCH <br />L-8 <br />L-9 <br />4'-8" <br />8F-12 <br />8F-16 <br />FRONT PORCH (ELEV A) <br />FRONT PORCH (ELEV B,E,F) <br />4'-8" <br />U <br />W <br />X <br />W <br />d <br />X <br />m <br />W <br />O <br />LU <br />O <br />i= <br />LL <br />¢ <br />0 <br />0 <br />O <br />_! <br />O <br />z <br />U <br />W <br />H <br />X <br />LU <br />IZ <br />a <br />APEX O <br />U <br />(U <br />lll <br />O. <br />t>3 <br />tds <br />�z <br />true design studios N <br />9000 REGENCY SQUARE BLVD. c <br />SUITE 100, JACKSONVILLE, FL 32211 O <br />'t3 <br />rn <br />C <br />a <br />041HOMON' <br />a <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />111111&—not considered signed and sealed <br />nd the signature must be verified <br />OV by a 3rd Party Certificate Authority <br />n any electronic copy W <br />Q W <br />IIIIIIIIIIJ z W <br />O W <br />W _ U) <br />Q <br />>O¢ <br />m <br />w <br />o <br />0 <br />Q <br />J <br />W <br />W <br />W <br />ti <br />x <br />Q <br />LL <br />z <br />z <br />O <br />0 <br />W <br />z <br />Of <br />a <br />LL <br />Abbott Park <br />W <br />U <br />LOT 023-03-1 B <br />0 <br />W <br />Z <br />C� <br />PROJECT NO: <br />W <br />0 <br />2021.012592 <br />LL <br />O <br />DRAWN: <br />CD <br />o <br />a <br />O <br />CHKD: <br />L0 <br />MJP <br />U) <br />W <br />J <br />U <br />�.` .•�� SF . ., <br />Z <br />No 85166 ••: <br />* • Docuftned by: <br />Q <br />�r • �9i1Dk EF435,!./,. <br />'W <br />•��� FS • < •O R I O • G� ��� <br />Z <br />��tttt <br />11-01-2021 <br />0 <br />W <br />REVISIONS: LU <br />No. Description Date ~ <br />W <br />_J <br />U <br />U) <br />H <br />O <br />Z <br />O <br />0 <br />ST=3 <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />