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)ocuSign Envelope ID: 27030141-407C-4A95-9E01-76D3151029B1 <br />N <br />ri <br />m <br />M <br />m <br />-4" 4'-8" <br />mi <br />1'-4" 1, 8'4" L 4'-5" L 3' 5" 6' 8" 6'-8" 6'-8" 5'-0" 6'-8" � 6'-8" � 6-8" I, T-0" <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = V-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 />N <br />O <br />• 8F LINTELS SHALL BE FILLED. <br />O <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />u? <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. <br />� <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />4 <br />O <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />rn <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />1 <br />T11- <br />N <br />MASONRY LEGEND c� i <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />LL <br />INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />w <br />J <br />_J <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />5; <br />30" LAP REQUIRED, TYP AS SHOWN <br />z <br />O <br />Qo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />(n <br />30" LAP REQUIRED, TYP AS SHOWN <br />U <br />OPT. NO, 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />(qj NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />00 <br />� <br />F_ <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />o <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />> <br />rn <br />� <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />J <br />OPENINGS. <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />w <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />w <br />a <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />ON DETAIL SHEET. <br />co <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: <br />} <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 />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 />W <br />4. HIGH UPLIFT CONNECTION: <br />w <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />O <br />O <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) <br />LO <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />I,-- <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />z <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 0) <br />w <br />_ -- -- z <br />cn <br />00 <br />w <br />w <br />w <br />a <br />w <br />0 <br />U_ <br />z <br />O <br />O <br />a <br />0 <br />U <br />a <br />O <br />J <br />ILL <br />¢ <br />LINTEL SCHEDULE <br />LINTEL NO. CLEAR SPAN [LINTEL DESCRIPTION COMMENTS <br />U <br />z <br />C� <br />O <br />J <br />O <br />z <br />w <br />X <br />w <br />_ <br />PRESTRESSED GARAGE <br />n- <br />¢ <br />L-1 <br />16'-0" <br />8F-1-32 <br />DOOR <br />-- - <br />X <br />L-2 <br />S-0" <br />8U8 <br />L-3 <br />2'-0" <br />8U8 <br />L-4 <br />6'-0" <br />8F-16 <br />m <br />L-5 <br />8'-0" <br />8F-16 <br />8080 SGD/ REAR PORCH <br />0 <br />L-6 <br />9'-0" <br />8F-16 <br />REAR PORCH <br />z <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 />0 <br />L-9 <br />4'-8" <br />8F-16 <br />FRONT PORCH (ELEV B,E,F) <br />w <br />z <br />U) <br />O <br />I- <br />F <br />U_ <br />0 <br />O <br />J <br />O <br />z <br />U <br />w <br />I` <br />X <br />w <br />IZ <br />a <br />CMIUMFTAI rONNF('.TOR FNrINFFRINr <br />E <br />O <br />U <br />} <br />APEX O0 <br />tds1✓ <br />true design studios 0) <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />Q <br />C/) <br />GC <br />a <br />w <br />J <br />O <br />Uj <br />cis <br />p <br />Q <br />� <br />o <br />> 0 a <br />m w o <br />J w 2 <br />w w <br />�• <br />x <br />QLL <br />z <br />O <br />0 <br />w <br />z <br />a <br />LL <br />w <br />Abbott Park ¢ <br />U <br />LOT 019-01 0 <br />w <br />a <br />z <br />0 <br />rn <br />PROJECT NO: w <br />2021.003460 0 <br />LL <br />O <br />DRAWN' <br />LDG o <br />CHKD: Lc) <br />MJP U) <br />w <br />J <br />U <br />,,�%%% 5�J IN LA/V ,,, U) <br />\BENS •9 *0 Z <br />o c8 Sued by <br />i r <br />'.+ STATE OF <br />F467 j Pyk0- 43 <br />03-22-2021 Q <br />w <br />REVISIONS: LU <br />No. Description Date ~ <br />w <br />U <br />O <br />z <br />O <br />0 <br />ST=3 <br />