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)ocuSign Envelope ID: 5713B0B27-E2C4-46E5-A844-3005B71 F91`46 <br />GENERAL MASONRY NOTES DC1 <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />U <br />0 <br />N <br />O <br />CD <br />v <br />M <br />S <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 />cv <br />O <br />• 8F LINTELS SHALL BE FILLED. <br />N <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />u? <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 />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />� <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />r- <br />Ir- <br />— - <br />MASONRY LEGEND <br />cC i <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />— - - <br />—1 <br />LL <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 />V) <br />30" LAP REQUIRED, TYP AS SHOWN <br />U <br />❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />U NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />00 <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />T1_ <br />F- <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />d <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />> <br />rn <br />0 <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />OPENINGS. <br />—� <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />w <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />w <br />Q <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />ON DETAIL SHEET. <br />U) <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 />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 />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 />0') <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />ti <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />LO <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />rl- <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 U) <br />U) <br />w <br />W <br />00 <br />w <br />w <br />w <br />0 <br />w <br />0 <br />LL <br />z <br />O <br />O <br />IZ <br />O <br />U <br />Q <br />0 <br />w <br />O <br />J <br />LL <br />Q <br />U <br />z <br />C� <br />0 <br />O <br />z <br />LINTEL SCHEDULE <br />_ _w <br />LINTEL NO_ CLEAR SPAN 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 />3'-0" <br />2'-0" <br />6-0" <br />8U8 <br />8U8 <br />8F-16 <br />8F-16 <br />L-3 <br />L-4 <br />L-5 <br />L-6 <br />_ <br />8'-0" <br />8080 SGD/ REAR PORCH <br />REAR PORCH <br />REAR PORCH <br />9'-0" <br />8F-16 <br />L-7 <br />11'-8" <br />8F-16 _ <br />8F-12 <br />L-8 <br />L-9 <br />4'-8" <br />4'-8" <br />FRONT PORCH (ELEV A) <br />FRONT PORCH (ELEV B,E,F) <br />8F-16 <br />CL <br />X <br />0}0 <br />0 <br />O <br />LU <br />O <br />i= <br />H <br />LL <br />U) <br />O <br />J <br />O <br />z <br />2 <br />U <br />w <br />H <br />X <br />w <br />a <br />APEX <br />ca <br />Zzz <br />tds1v <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />n <br />UsHOffON' <br />r .w <br />tm <br />Q <br />� <br />� <br />L.LW <br />J <br />O <br />LLJ <br />cis <br />� <br />Q <br />o <br />m <br />w 0 <br />0 <br />J LU <br />W <br />Q <br />LU W <br />X <br />x <br />QLL <br />O <br />0 <br />w <br />z_ <br />rl <br />LL <br />w <br />ABBOTT PARK Q <br />U <br />LOT 024-01 0 <br />- - - w <br />z <br />(D <br />W <br />PROJECT NO: W <br />2021.006623 0 <br />LL <br />-- - — O <br />DRAWN: <br />KME <br />O <br />CHKD--- — - L.0 <br />MJP U) <br />w <br />J <br />U <br />,%�� <br />No 85166 <br />DocuSigned by: <br />� r <br />LUT4GFV"_CQRF435��'4'J <br />,�•A,Q,; *. <br />05-17-2021 Q <br />w <br />REVISIONS: <br />No. Description Date ~ <br />w <br />J <br />U) <br />I— <br />O <br />z <br />0 <br />ST=3 <br />CMUIMETAL CONNECTOR ENGINEERINGa <br />