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:)ocuSign Envelope ID: A8963624-09DD-4158-9F80-E752BDB957DB <br />I 1 l <br />GENERAL MASONRY NOTES DC1 U <br />Q <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. N <br />0 <br />0 <br />A. <br />0 <br />�m <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />8U LINTELS MAY BE FILLED OR UNFILLED. <br />O <br />8F LINTELS SHALL BE FILLED. <br />LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />o <br />APEX <br />0 <br />DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C.; U.N.O. <br />t- <br />� <br />SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />_r< <br />MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />0')Q <br />SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />MASONRY LEGEND <br />N <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />CY, <br />J <br />LL <br />:= <br />INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />W <br />tds <br />J <br />J-6 <br />� <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />true a1sitiu <br />`�. <br />30" LAP REQUIRED. TYP AS SHOWN <br />z <br />O <br />f>> (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />U) <br />e <br />y 30" LAP REQUIRED. TYP AS SHOWN <br />9000 REGENCY SQUARE BLVD. <br />a) <br />j-J OPT. NO.5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />ui <br />_p <br />jJ NO.5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />O <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />r <br />� <br />w_ <br />FRAMING KEY NOTES (CMU) DC1' <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />. -- <br />U <br />o <br />DIMMON' <br />'D <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />� <br />� <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />OPENINGS. <br />o <br />m <br /># <br />x <br />"-'• <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />w <br />Q' <br />Zz <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />d <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 />C� <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS <br />U <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 />0 <br />W <br />4. HIGH UPLIFT CONNECTION' <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 />0") <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />LO <br />>= <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />r- <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />b <br />U) <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />z <br />W <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />U) <br />W w <br />m <br />LLJ 0 co <br />CC w F- <br />w <br />z <br />> o <br />W �3 Lu <br />o <br />ry <br />wLIJ <br />x <br />Z 'QO z <br />O <br />Q o <br />w <br />z <br />O a <br />U w <br />w <br />J <br />Abbott Park Q <br />O U <br />J (n <br />U_ LOT 005-03 0 <br />Q w <br />U Q <br />z_ z <br />} U) <br />Q PROJECT NO: w <br />O p <br />OJ 2021.003499 w <br />Z___ ___.. _ _ _ __ __.___. O <br />-.... ----- -- ----- ---- -- - -- -- - - DRAWN <br />LINTELSCHEDULE W-------------- ----- -------- --- LDG----------------- ------------- --- -- o <br />LINTEL NO.CLEAR SPAN <br />-.. ........... <br />L-1 16-0" <br />L-2 ( <br />3'-0" <br />-- - <br />L-3 <br />2 0 ' <br />L-4 <br />6 0' <br />L-5 <br />8' 0" <br />L-6 <br />9'-0" <br />L-7 <br />11 8 <br />--- - ---- <br />L-8 <br />-------------- - ---- _.... __..--. <br />4 8' <br />L-9 <br />CHKD: l 0 <br />LINTEL DESCRIPTION.COMMENTS MJP <br />W W <br />- - -- - --- -- 0- J <br />8F-1-32 PRESTRESSED GARAGE Q Q <br />DOOR X (� <br />Bus Lq�� U)- -------.-......-....-................................ - .......................- - <br />....... --........... - ! <br />8 U 8 NI� ��i <br />-- ---- - -- •' '4 <br />8 F 16 .` .` . • ENS*-. <br />8F-16 8080 SGD/ REAR PORCH p <br />8F-16 REAR PORCH - Z <br />8F-16 REAR PORCH - <br />_... <br />8F-12 FRONT PORCH (ELEV A) O �> <br />- -- --� : p = STATE OF <br />8F-16 FRONT PORCH (ELEV B,E,F)W �c C) <br />Q <br />I r C'�,'� 1,,�� Z <br />Z �spa N AL <br />p 03-26-2021 p <br />E_- w <br />U REVISIONS: <br />I_ <br />Q No. Description , -Date w <br />J <br />O-� -- - - -- -- O <br />z- - - - ----- -i- --- -- + Z <br />= O <br />U � <br />w <br />H <br />X <br />w ST=3 <br />a <br />CMU/METAL CONNECTOR ENGINEERING <br />