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)ocuSign Envelope ID: 936C32D4-E265-4FOA-B8BD-0127630741AA <br />-- —I I I I I 1A <br />0 <br />v <br />T-0" 1 6-8" 6'-8" r - _6'-8" r 6'-8" <br />5'-4" 4'-8" <br />• <br />T-0" <br />1.1'-4" I. 8'-0" 1, 4'-5" 3'-5" 6'-8" 6'-8" 6'-8" 5'-0" 6'-8" 6'-8" 6'-8" T-0" <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 />• 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 />MASONRYLEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />71 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 />Oo (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 wl SP 1 <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />U <br />0 <br />N <br />O <br />N <br />CD <br />O <br />p <br />APEX <br />�:. <br />1 <br />-°! <br />N <br />C3 <br />cv <br />rn <br />i <br />ro <br />N <br />N <br />co <br />J <br />W <br />tds <br />J <br />a) <br />true design studios <br />z <br />O <br />W <br />9000 REGENCY SQUARE BLVD. <br />a <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211' <br />0! <br />O <br />O <br />�I <br />c <br />oon <br />01,1210MV <br />ax <br />CD <br />Q <br />a <br />A <br />`_ <br />Wa <br />U <br />z <br />W <br />(D <br />W <br />IY <br />O <br />O <br />O <br />t` <br />>= <br />ti <br />O <br />Q C%) <br />z <br />co <br />11 <br />zttttJ Z LV <br />m <br />LLj O co <br />W <br />w Q z <br />(D > o <br />z W o <br />W W w <br />o � <br />W W <br />O X <br />LL <br />ILL <br />z z <br />O O <br />Q 0 <br />0� w <br />O 1— <br />z <br />Fy <br />O w <br />U LL <br />a w <br />ABBOTT PARK Q <br />O <br />u- LOT 023-01 0 <br />Q w <br />U Q <br />z_ z <br />O PROJECT NO W <br />-j 2021.006622 <br />O L- <br />DRAWN: O <br />KME <br />LINTEL SCHEDULE w CD <br />LINTEL NO. CLEAR SPAN <br />CHKD: l j <br />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 />8U8 <br />L-3 <br />2'-0" <br />8 U 8 <br />L-4 <br />6'-0" <br />8'-0" <br />9'4" <br />817-16 <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 />FRONT PORCH (ELEV B,E,F)I <br />L-9 <br />Q <br />U <br />Q <br />%%%%I \N LA/v� �,� <br />(n <br />U) <br />00 <br />•'� \ SF•• <br />z_ <br />0 <br />W <br />_� <br />No 85166 <br />Q <br />z <br />Do! Signed by: <br />Y- <br />L , I <br />w <br />O ', <br />4 DA EF43y. (4 i <br />T <br />U) <br />z 'fSip N At E�%'k` <br />Cn Q <br />O 05-17-2021 0 <br />W <br />U REVISIONS: ILIJ <br />L. - -- <br />No. Description Date w <br />cn J <br />c/) <br />O � <br />O z <br />z <br />= o <br />U <br />w <br />H <br />X <br />W ST=3 <br />w <br />CMU/METAL CONNECTOR ENGINEERING <br />