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DocuSign Envelope ID: 422E4585-AB15-48C1-AF50-1025F7A8ADD7 <br />GENERAL MASONRY NOTES DC1 <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />U <br />0 <br />> <br />N <br />O <br />Y <br />0 <br />v <br />0 <br />Itt <br />'-4" 8'-0" <br />El <br />6'-8" <br />M <br />L�3Y <br />5'-0" <br />M <br />M <br />T-0" <br />T-0" 6'-8" �, 6'-8" 6'-8" I, 6'-8" 6'-0" �, 51-4" 4'-8" 6'-8" �, 6'-8" T-0" <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 />O <br />• 8F LINTELS SHALL BE FILLED. <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />APEX <br />O <br />: <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. <br />N <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />4 <br />'5� <br />O <br />CU <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />Cn <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />CV <br />i <br />MASONRY LEGEND <br />cC <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />_j <br />tds <br />r <br />_C <br />N INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />J <br />J <br />JD <br />■ NO.5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />true design studios <br />>N <br />> <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 />Y <br />9000 REGENCY SQUARE BLVD. <br />O <br />1 <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />O <br />NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />0 <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />N <br />C <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o :D 01,10190N <br />� <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N ♦ f ♦ a-• <br />OPENINGS. J <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN 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: }. N <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS ?> <br />BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. Z <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH W <br />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. w <br />4. HIGH UPLIFT CONNECTION: <br />This item has been electronically <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. 0 signed and sealed by Justin M Lanier, <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST O PE on the date and/or time stamp <br />shown using a digital signature. <br />LEVEL Printed copies of this document are <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. mot considered signed and sealed <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL)>Mby <br />nd the signature must be verified <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 ti a 3rd Party Certificate Authority <br />OR (2) SDWC15450 @ MAX 16" O.C. O ( <br />n any electronic copy' w <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. Z j 1 1 <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 U) W <br />Jz w <br />m <br />W O cn <br />W <br />W Q <br />O <br />z <br />> o <br />z <br />w <br />W 2 <br />W W <br />O <br />x <br />U- LL <br />z Q <br />O Z <br />o <br />W <br />O I — <br />a Z <br />O 0- <br />U U- <br />p W <br />Abbott Park Q <br />O U <br />J (n <br />L1_ LOT 010-04-1 B o <br />Q _ W <br />U Z <br />Z � <br />OPROJECT NO: W <br />J 2021.012601 <br />LL <br />Z - -- O <br />LINTEL SCHEDULE <br />LINTEL NO. CLEAR SPAN I LINTEL DESCRIPTION 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 />_ <br />8U8 <br />L-4 <br />L-5 <br />6-0" <br />8F-16 - <br />8F-16 <br />8'-0" <br />8080 SGD/ REAR PORCH <br />L-6 <br />9'-0" <br />8F-16 <br />REAR PORCH <br />L-7 <br />11'-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />4'-8" <br />8F-12 <br />FRONT PORCH (ELEV A) <br />FRONT PORCH (ELEV B,E,F) <br />L-9 <br />8F-16 <br />DRAWN. <br />U CD o <br />LO <br />CHKD: <br />MJP <br />X <br />W W <br />CL <br />Q <br />J <br />U <br />Q <br />`'��11111/1�♦♦ <br />CA <br />'C1N LA/V� <br />W <br />No 85166 <br />Q <br />W <br />Z <br />,�. * ! Docuftned by: •• * r <br />,.a, <br />O <br />r <br />r <br />•• : ?Pi�EAcRYPs... <br />� <br />44, <br />(n <br />gr %j <br />(n �Illllllll�' <br />O 11-01-2021 0 <br />W <br />U REVISIONS: <br />__. _ -- <br />Q No. Description Date W <br />� J <br />O � <br />Z -- Z <br />U <br />W <br />H <br />X <br />W ST=3 <br />a_ <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />