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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 />DOWEL LEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />25" LAP REQUIRED, TYP AS SHOWN <br />NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />36" LAP REQUIRED, TYP AS SHOWN <br />Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />25" 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. t CLEAR SPAN I LINTEL DESCRIPTION COMMENTS <br />U <br />0 <br />cri <br />rn <br />0 <br />N O <br />O <br />N <br />N <br />00 <br />14 <br />O <br />O <br />N <br />N <br />cM <br />J <br />LL <br />w <br />J <br />J <br />z <br />O <br />07 <br />Y <br />U <br />a <br />O <br />O <br />Tm- <br />F_ <br />U <br />o � <br />> U) <br />rn b <br />N J <br />co <br />w <br />0 <br />z <br />w <br />0 <br />w <br />tY <br />O <br />O <br />O <br />O <br />ti <br />IT <br />Lc) <br />ti <br />z <br />W <br />U) <br />w <br />A.-- <br />W <br />m <br />w <br />w <br />z <br />w <br />0 <br />0 <br />J <br />LL <br />O <br />qH <br />[L <br />O <br />m <br />IY <br />O <br />U <br />a <br />0 <br />O <br />J <br />LL <br />a <br />U <br />z <br />} <br />0 <br />O <br />J <br />O <br />z <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 />8U8 <br />L-4 <br />6'-0" <br />8F-16 <br />L-5 <br />8'-0" <br />_ <br />8F-16 <br />8080 SGD/ REAR PORCH <br />L-6 <br />9'-0" <br />8F-16 <br />REAR PORCH_ <br />L-7 <br />11'-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />8F-16 <br />FRONT PORCH <br />U <br />w <br />X <br />w <br />a. <br />X <br />0}0 <br />0 <br />O <br />w <br />Q <br />O <br />F <br />F— <br />LL <br />a <br />} <br />0 <br />O <br />J <br />O <br />z <br />U <br />w <br />I— <br />X <br />w <br />a. <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />APEX <br />5 <br />tds - <br />s� <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />>N <br />a <br />0o w <br />.fJ z LU <br />O w <br />W <br />O <br />> m w oLU <br />p w Jw <br />LL x <br />Q � <br />O <br />cl <br />w <br />I— <br />z_ <br />Ix <br />it <br />LL <br />w <br />Abbott Park Q <br />U <br />W <br />LOT 004-01-A o <br />w <br />F- <br />Z <br />PROJECT NO: w <br />2019.007596 0 <br />LL <br />O <br />DRAWN: <br />LDG o <br />CHKD: u7 <br />EAF W <br />w <br />J <br />rl/l,, cUn <br />�. �(IN L,a)v U) <br />�� �•. E N <br />z <br />` o 851 6 <br />• a <br />cr <br />ST TE OF .' �/ ` <br />.U) <br />.-e,5 /O N <br />lfrl 1It <br />09-1 d-19 p <br />w <br />REVISIONS: LU <br />77 <br />No. Description Date ~ <br />w <br />J <br />a <br />U <br />rn <br />H <br />O <br />z <br />O <br />0 <br />ST=3 <br />