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DocuSign Envelope ID. 49180716-722C-4488-8344-DC46395EF416 <br />0 <br />c <br />I <br />0 <br />• <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />GENERAL MASONRY NOTES DC1 <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />8U LINTELS MAY BE FILLED OR UNFILLED. <br />N <br />o <br />8F LINTELS SHALL BE FILLED. <br />04 <br />LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />LO <br />DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. <br />� <br />SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />-4 <br />MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />rn <br />SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />(V <br />MASONRY LEGEND <br />M <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />—� <br />LL <br />71 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 />30" LAP REQUIRED, TYP AS SHOWN <br />z <br />O <br />0 (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />Cn <br />30" LAP REQUIRED, TYP AS SHOWN <br />U <br />❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />Q <br />J NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />� <br />FRAMING KEY NOTES (CMU) DC1 <br />w_ <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />Uo <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />co <br />> <br />rn <br />Q <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />0 <br />OPENINGS. <br />N <br />. i <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 />0 <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 />U <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 />(D <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 />C) <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />O <br />LEVEL <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />U-) <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />ti <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />0 <br />*TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />z <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 0 <br />LINTEL NO <br />w <br />z_ <br />m <br />w <br />w <br />(D <br />z <br />w <br />Q <br />IY <br />O <br />IL <br />z <br />O <br />I-- <br />Q <br />O <br />a <br />Of <br />U <br />Q <br />0 <br />O <br />LL <br />Q <br />U <br />z <br />(D <br />0 <br />O <br />z <br />I <br />LINTEL SCHEDULE <br />w <br />CLEAR SPAN <br />LINTEL DESCRIPTION COMMENTS X <br />X <br />w <br />L-1 -- <br />16-0" -- <br />8F-1-32 - — <br />PRESTRESSE DOOR GARAGE <br />E <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 0" <br />9 -0" <br />8 F-16 <br />8F-16 <br />8F-16 <br />L-5 <br />8080 SGD/ REAR PORCH <br />REAR PORCH <br />L-6 <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 />8F-16 <br />FRONT PORCH (ELEV A) <br />L-9 <br />I FRONT PORCH (ELEV B,E,F) <br />n. <br />X <br />Q <br />m <br />z <br />O <br />w <br />Q <br />z <br />U) <br />D <br />O <br />LL <br />Q <br />U) <br />O <br />J <br />O <br />z <br />U <br />w <br />H <br />X <br />w <br />0- <br />tds -6 <br />1� <br />-C <br />true design studios >a) <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />w"I w" <br />U14HOMON' <br />b11f11;\11t111_\\0k11\\\1 N10 <br />r <br />Q <br />U) <br />� <br />m� <br />J <br />O <br />LLJ <br />c�ii <br />� <br />F- <br />Q <br />o <br />Q <br />W <br />Q <br />0 <br />_j <br />0 <br />W W <br />X <br />z <br />0 <br />w <br />F- <br />z <br />w <br />w <br />LL <br />w <br />ABBOTT PARK Q <br />U <br />U) <br />LOT 021-01 0 <br />w <br />H <br />Q <br />z <br />CD <br />U) <br />PROJECT NO LLJ <br />2021.006619 0 <br />LL <br />O <br />DRAWN. <br />KME o <br />0 <br />CHKD: Lf) <br />MJP U) <br />w <br />J <br />U <br />i <br />No 85166 Q <br />Do*3Signed by: �•- � ❑ <br />- • tiL <br />CTATt' OF :•�/: <br />0 •. 3F4671 DAC EF43s <br />%ss,o N AL <br />�11"1111110Q <br />05-18-2021 0 <br />w <br />co <br />REVISIONS: <br />No. Description Date ~ <br />w <br />J <br />a <br />---- O <br />z <br />O <br />0 <br />ST=3 <br />CMU/METAL CONNECTOR ENGINEERING <br />