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a <br />,4 <br />m <br />'-4" 8'-0" 1 4'-5" J 3'-5" 6'-8" 6'-8" 6'-8" , 5'-0" ,, 6'-8" r 61_8" J. 6'-8" , 71 <br />_0" <br />L 7'-0" 6'-8" L 6-8" 6'-8" L 6'-8" L 6'-0" L 51-4" 4'-8" 61-8" 6'-8" 7'-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 />Qo (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 ORR SDWC15600 @ MAX 16" O.C. <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />LEVEL <br />WALL STUDS w/ MSTA36 OR CS18 0 MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />,IZ (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 LINTEL DESCRIPTION COMMENTS <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />3'-0" <br />81.18 <br />L-3 <br />2'-0" <br />8U8 <br />L-4 <br />6'-0" <br />8F-16 <br />L-5 <br />8'-0" <br />8F-16 <br />SGD/ REAR PORCH <br />L-6 <br />9'-0" <br />8F-16 <br />REAR PORCH <br />L-7 <br />111-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />41-8" <br />8F-12 <br />FRONT PORCH <br />O <br />O <br />N <br />O <br />N <br />co <br />O <br />rn <br />N <br />N <br />M <br />J <br />LL <br />w <br />J <br />J <br />Z <br />O <br />co <br />U <br />a <br />O <br />O <br />w <br />F- <br />G7 <br />0 <br />J <br />m <br />w <br />Q <br />cy <br />} <br />Z <br />w <br />0 <br />w <br />w <br />O <br />O <br />O <br />O <br />ti <br />LO <br />Z <br />w <br />m <br />w <br />w <br />W <br />0 <br />O <br />LL <br />0 <br />F- <br />9 <br />O <br />a <br />O <br />U <br />Q <br />0 <br />O <br />J <br />Q <br />U <br />Z <br />} <br />0 <br />O <br />J <br />O <br />w <br />X <br />w <br />a <br />xQ <br />Q <br />m <br />W <br />w <br />Q <br />O <br />F- <br />LL <br />Q <br />} <br />0 <br />O <br />J <br />O <br />Z <br />2 <br />U <br />w <br />F- <br />X <br />w <br />a <br />APEX <br />t d <br />Q <br />JD <br />true design studios j <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />> o <br />m <br />wa <br />o <br />� w <br />0 w w <br />X <br />UL <br />T- <br />W <br />F- <br />Z <br />R <br />a <br />IL <br />ABBOT PARK <br />w <br />Q <br />U <br />LOT 004-07 A <br />o <br />w <br />F- <br />Z <br />0 <br />PROJECT NO: <br />LLI <br />0 <br />2019.007592 <br />LL <br />O <br />DRAWN: <br />SPBJ <br />o <br />0 <br />CHKD: <br />LO <br />EAF <br />cl) <br />w <br />J <br />,`���►►!!lttrrrr��, <br />LA��c� ���i <br />w <br />cl) <br />♦♦♦� vS�,N <br />NokEO <br />�� ST : ��/ <br />W <br />'��iO�,� p R fj O t' . `�� <br />Z <br />AL ��.�`♦ <br />rrt11<� <br />09-1T19 <br />p <br />w <br />REVISIONS: <br />No. <br />Description <br />Date <br />~ <br />w <br />J <br />Q <br />U <br />O <br />Z <br />O <br />0 <br />ST=3 <br />CMU/METAL CONNECTOR ENGINEERINGa <br />