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-- - -i - --- - 1 1 II 1 i 1 . I 1 i I L I <br />DocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1EB <br />20 <br />In <br />. :I <br />Ring <br />5'-4" 4'-8" <br />T-0" <br />1.1'-4" 1, 8'-0" 11 4'-5" T-5" 6'-8" 6-8" 6'-8" 5-0" (, 6'-8" 6'-8" 6'-8" T-0" I, <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />00 <br />00 <br />b <br />00 <br />0 <br />GENERAL MASONRY NOTES DC1 <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />j 8U LINTELS MAY BE FILLED OR UNFILLED <br />Z) <br />U <br />o - <br />> O <br />N <br />• N CD AM'\ U <br />8F LINTELS SHALL BE FILLED. N O <br />LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. U? APEX <br />o DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. N <br />SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE rn Q <br />� tti <br />SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />MASONRY LEGEND m <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN LPL <br />INDICATES GROUT FILLED CELL WITH NO REINFORCING LLI <br />h <br />� J NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM true design studios a)30" LAP REQUIRED. TYP AS SHOWN Z <br />O <br />0 (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />(n <br />30" LAP REQUIRED, TYP AS SHOWN <br />U <br />9000 REGENCY SQUARE BLVD. <br />OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />c <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />LLI <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />-- <br />o <br />_ <br />6"HORION <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />> <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />OPENINGS. <br />� <br />\J� <br />f t <br />` <br />me` <br />2• SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />W <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br /><, <br />ON DETAIL SHEET. <br />U, <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: <br />} <br />a)A. <br />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 />0 <br />W <br />4. HIGH UPLIFT CONNECTION: <br />iY <br />e 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)LO <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />t` <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />O <br />V J <br />e TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />z <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />c) <br />Uj <br />U) LLM <br />LLI <br />z J z � <br />U W <br />m <br />W O <br />w <br />w Q z <br />w m w o <br />LLJ <br />LLJ ti <br />o X <br />ILL <br />LL <br />z z <br />O O <br />H <br />Q 0 <br />w w <br />a z <br />rY E <br />O a <br />U H <br />w <br />ABBOTT PARK Q <br />O �U <br />Q LOT 038-03 0 <br />z z <br />c� <br />O PROJECT NO w <br />1 2021.006628 <br />O _ w <br />- = DRAWN: — - - -— O <br />LINTEL SCHEDULE U KME o <br />w CHKD: <br />LINTEL NO. j CLEAR SPAN j LINTEL DESCRIPTION COMMENTS X MJP U) <br />— - -- W W <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />3'-0" <br />8 U 8 <br />L-3 <br />2'-0" <br />8U8 <br />L-4 <br />6'-0" <br />8'-0" <br />9'-0" <br />8F-16 <br />8F-16 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />REAR PORCH <br />L-5 <br />L-6 <br />L-7 <br />1 V-8" 8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" 8F-12 <br />4'-8" 8F-16 <br />FRONT PORCH (ELEV A) <br />FRONT PORCH (ELEV B,E,F). <br />~L-9 <br />W <br />Q <br />J <br />U <br />X <br />Q <br />,���►i: n �tttt <br />LAN/, <br />� <br />m <br />••�\ Sic'• <br />z_ <br />W <br />z <br />` <br />- <br />No 85166 <br />Q <br />- <br />—*' <br />'*= <br />Do &gned by: = <br />Of <br />i O••. <br />CT3F91D1i'(;bEF43$4o <br />W <br />'r <br />• <br />U) <br />D :: tl � <br />O 05-17-2021 0 <br />1= w <br />v REVISIONS: <br />U_ E- <br />No. Description Date W <br />cn Q <br />- - U) <br />O � <br />O O <br />U - <br />z <br />W <br />H <br />X <br />W ST=3 <br />n <br />CMUIMETAL CONNECTOR ENGINEERING <br />