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DoCuSign Envelope ID: 7DEF34D5-18DC-4FAO-A20A-5D4BOCC5DB12 <br />GENERAL MASONRY NOTES DC1 <br />iP <br />I <br />0 <br />v <br />1'-4" 8'-0" 4'-5" 0 T-5" - _ # 6'-8" r 6-8" ,, 6'-8" ye 5'-01, ,e 6'-8" le 6'-8" le 6-8" le T-0" <br />7'-0" 6'-8" 6-8" 6'-8" — 6'-8" - L 6'-0" �, 5'4' L 4'-8" I, 6'-8" �, 6'-8" , T-0" I, <br />-- --- -- <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <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 />Ej 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 />I91 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/ 1 Od @ 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 />5 <br />0 <br />co <br />0)0 <br />N <br />O <br />O <br />N <br />N <br />00 <br />d' <br />0 <br />0 <br />M <br />I <br />N <br />N <br />J <br />LL <br />W <br />J <br />J <br />Z <br />O <br />U) <br />Y <br />U <br />¢ <br />O <br />O <br />T_ <br />W <br />H <br />Z) <br />U) <br />0 <br />J <br />00 <br />W <br />U <br />Z <br />W <br />0 <br />W <br />O <br />0 <br />O <br />a) <br />1 <br />OR (2) SDWC15450 @ MAX 16 O.C. O <br />. TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. z <br />FASTEN EACH BEAM TO MASONRY W/ META12 U) <br />U) <br />W <br />in <br />w <br />w <br />Z <br />Z <br />w <br />0 <br />0 <br />Z <br />0 <br />0 <br />0 <br />U <br />0 <br />0 <br />J <br />LL <br />¢ <br />z <br />O <br />O <br />J <br />O <br />Z <br />LINTEL SCHEDULE <br />w <br />LINTEL NO. I CLEAR SPAN <br />LINTEL DESCRIPTION COMMENTS H <br />-- - X <br />W <br />L-1 <br />L-2 <br />16-0" <br />- --- - 3'-0" --- <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <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 />8F-16 <br />8080 SGD/ REAR PORCH <br />L-6 <br />9'-0" <br />_ <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-12 <br />FRONT PORCH (ELEV A) <br />L-9 <br />4'-8" <br />8F-16 <br />FRONT PORCH (ELEV <br />I 6AAM OMA <br />Q <br />_c <br />tds Q <br />true design studios (D <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />tm <br />m <br />0000, 0 <br />LL] <br />¢ <br />o <br />w <br />w <br />L,J w <br />ti <br />�1. <br />x <br />a <br />LL <br />_" z <br />Z <br />O <br />0 <br />Z <br />w <br />LL <br />W <br />ABBOTT PARK <br />Q <br />U <br />G7 <br />LOT 022-01 <br />0 <br />w <br />0 <br />U) <br />PROJECT NO. <br />W <br />2021.006621 <br />0 <br />U- <br />- <br />O <br />DRAWN: <br />KME <br />810 <br />0 <br />JMP <br />U) <br />W <br />J <br />U <br />-�1N LAN <br />U) <br />%GENs*-. <br />No 85166 •�: <br />DoWSIgned by: <br />r <br />•• Ci';3F4671DACDEF43P...4(jT E OF : 4/ <br />O <br />T • <br />�'. 4 O P �� •�` <br />(U <br />< S"'c4 R! <br />Z <br />0 <br />05-17-2021 <br />w <br />REVISIONS: <br />LU <br />No. Description Date <br />~ <br />w <br />J <br />U <br />E- <br />O <br />Z <br />O <br />0 <br />ST=3 <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />