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)ocuSign Envelope ID: 38716031-B749-4FD2-9507-FCC2C574C8F1 <br />v <br />v <br />1,-4„ <br />4'-5" T-5" <br />• <br />5'-0" <br />• <br />T-0" <br />�� T-0" 6'-8" 6'-8" 6'-8" 6'-8" 6'-0" 5'-4" 4'4' 6'-8" 6'-8" T-0" i <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 />MASONRY LEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />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 />0 (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 />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 />LINTEL SCHEDULE <br />LINTEL NO. CLEAR SPAN I LINTEL DESCRIPTION COMMENTS <br />D <br />U <br />0 <br />N <br />O <br />N <br />O <br />O <br />APEX <br />0 <br />0 <br />O <br />m <br />tip <br />NN <br />N <br />co <br />J <br />% <br />U_ <br />W <br />d <br />J <br />J <br />a) <br />true design studios <br />z <br />O <br />Y <br />U <br />9000 REGENCY SQUARE BLVD. <br />y' <br />a) <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />O <br />> <br />U)01,1019ON' <br />cn <br />o <br />N <br />; <br />J <br />\� Q \ <br />R 3 \ \e�� <br />\moo"do <br /><Y <br />'ZZ I <br />�I <br />a <br />U <br />U <br />z <br />W <br />(D <br />W <br />0Y <br />O <br />O <br />O <br />O <br />ti <br />d' <br />a <br />z <br />co <br />W <br />W W —N <br />W <br />I.. <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 />8 U 8 <br />L-4 <br />6-0" <br />8F-16 <br />L-5 <br />8'-0" <br />_ 8F-16 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />REAR PORCH <br />L-6 <br />_ <br />9'-0" <br />L-7 <br />11'-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />8F-12 <br />FRONT PORCH (ELEV A) <br />L-9 <br />4'-8" <br />8F-16 <br />FRONT PORCH (ELEV B,E,F) <br />— z w <br />m <br />LLJ O c) <br />LU Q <br />w <br />w <br />z <br />> 0 Q <br />W W o <br />0 0 —1 W <br />0f W <br />O d' X <br />ILLLLr <br />z <br />O Z <br />I-_ O <br />Q 0 <br />Of w <br />d z <br />rY <br />O D� <br />w <br />Q w <br />Abbott Park Q <br />O U <br />J (n <br />LL LOT 006-03 0 <br />Q w <br />U Q <br />Z_ z <br />CD <br />PROJECT NO: w <br />O 0 <br />O <br />2021.003500 <br />z O <br />DRAWN: <br />U LDG <br />o <br />LLI <br />CHKD. <br />MJP <br />U) <br />X <br />Q <br />U <br />LgN��!y� <br />(n <br />cn <br />m <br />♦♦�♦�JS(IN <br />i <br />;` ENS�.:4>Z <br />' <br />STATE OF -U <br />w <br />. 44,: <br />U) <br />,,�b���CtF435%...Z <br />z A 0,16N -N� <br />O 03-23-2021 0 <br />F- w <br />U REVISIONS: w <br />IL _ <br />Q No. Description Date ~ <br />w <br />(n _1 <br />Q <br />>- U <br />0 cn <br />O O~ <br />O z <br />= O <br />U � <br />W <br />f— <br />X <br />w ST=3 <br />d <br />CMU/METAL CONNECTOR ENGINEERING <br />