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DocuSign Envelope ID: C14E474E-01F2-47BC-B356-D144266A78A1 <br />GENERAL MASONRY NOTES DC1 <br />0 <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />• 8U LINTELS MAY BE FILLED OR UNFILLED. <br />• 8F LINTELS SHALL BE FILLED. <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 />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />MASONRY LEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />N INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />O (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <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 />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />OPENINGS. <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <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 />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS <br />BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <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 />4. HIGH UPLIFT CONNECTION: <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />LEVEL <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />,. <br />5 <br />U <br />0 <br />N <br />O <br />N <br />U <br />0 <br />co <br />rn <br />0 <br />N <br />O <br />O <br />N <br />N <br />00 <br />4 <br />O <br />CA <br />i <br />N <br />N <br />M <br />J <br />LL <br />w <br />J <br />J <br />Z <br />O <br />CA <br />Y <br />U <br />O <br />O <br />T_ <br />w <br />Z) <br />J <br />m <br />w <br />W <br />Z <br />w <br />(D <br />w <br />w <br />O <br />O <br />O <br />d� <br />i <br />ti <br />LO <br />I- <br />OR (2) SDWC15450 @ MAX 16 O.C. 0 <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. Z <br />FASTEN EACH BEAM TO MASONRY W/ META12 U) <br />w <br />w z <br />00 <br />cc <br />w <br />w <br />Z <br />w <br />0 <br />LL <br />0 <br />F_ <br />O <br />a <br />0 <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. 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 />81.18 <br />8F-16 <br />8F-16 <br />L-4 <br />6-0" <br />8'-0" <br />8080 SGD/ REAR PORCH <br />L-5 <br />L-6 <br />9'-0" <br />8F-16 <br />REAR PORCH <br />L-7 <br />11'-81, <br />4'-8" <br />4'-8" <br />8F-16 <br />REAR PORCH__ <br />L-8 <br />L-9 <br />_ <br />8F-12 <br />8F-16 <br />_ <br />FRONT PORCH (ELEV A) <br />FRONT PORCH (ELEV B,E,F) <br />U <br />w <br />F_ <br />x <br />w <br />a. <br />X <br />m <br />w <br />O <br />¢ <br />(A <br />O <br />H <br />1= <br />U_ <br />U) <br />0 <br />O <br />J <br />O <br />Z <br />U <br />w <br />I-_ <br />X <br />w <br />a- <br />ZZ <br />tds <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />N <br />m <br />a w <br />LL <br />J O cn <br />W <br />� a o <br />m <br />W o <br />0 <br />� <br />J <br />W W <br />w <br />cl. <br />x <br />x <br />a <br />LL <br />z <br />0 <br />0 <br />w <br />Z <br />w <br />IZ <br />LL <br />W <br />ABBOTT PARK <br />Q <br />LOT 042-03 <br />0 <br />w <br />Z <br />0 <br />co <br />PROJECT NO: <br />w <br />0 <br />2021.006631 <br />LL <br />O <br />DRAWN: <br />KME <br />o <br />CHKD: <br />L0 <br />MJP <br />cn <br />w <br />J <br />U <br />S (1.. L <br />*'sN ... � <br />•' �� N S <br />0 <br />Z <br />:� <br />No 85166 t <br />¢ <br />:*- <br />Dc*uSignad by: <br />�. TAT i.... OF �U <br />o •. 3F4671DACjFF43t <br />r n <br />, <br />.��, •, • O R , 0 • ��,,� <br />Z <br />N Al- <br />rrrrri>t� <br />< <br />05-17-2021 <br />0 <br />w <br />cn <br />REVISIONS: <br />LU <br />: <br />- - -- <br />No. Description Date <br />1 <br />w <br />U <br />cn <br />H <br />O <br />- - - <br />Z <br />O <br />0 <br />ST=3 <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />