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)ocuSign Envelope ID: FC94054D-7E43-4269-B70C-400359B309DD <br />GENERAL MASONRY NOTES DC1 <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />•z <br />It <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />• 8U LINTELS MAY BE FILLED OR UNFILLED. <br />N <br />O <br />• 8F LINTELS SHALL BE FILLED. <br />O <br />04 <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 />N <br />00 <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />O <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />rn <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />N <br />- - --- <br />MASONRY LEGEND <br />r <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />—I <br />ILL <br />N INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />w <br />J <br />..I <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL WI MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />Z <br />O <br />Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />Y <br />30" LAP REQUIRED. TYP AS SHOWN <br />0 <br />U <br />OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED ¢ <br />NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, O <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />FRAMING KEY NOTES (CMU) DC1 <br />w_ <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 />OPENINGS. <br />i <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />w <br />of <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />¢ <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />ON DETAIL SHEET. <br />G7 <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 />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 />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 />0') <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 />b <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />Z <br />5. FASTEN EACH BEAM TO MASONRY WI META12 <br />w <br />- ---- Z <br />U) <br />m <br />w <br />w <br />Z <br />z <br />w <br />0 <br />O <br />IL <br />0 <br />O <br />0 <br />U <br />0 <br />O <br />J <br />LL <br />U <br />Z <br />LINTEL SCHEDULE <br />w <br />LINTEL NO. <br />— CLEAR SPAN LINTEL DESCRIPTION <br />COMMENTS <br />x <br />w <br />L-1 <br />16-0" <br />- <br />8F-1-32 <br />PRESTRESSED GARAGE <br />w <br />¢ <br />DOOR -- - - <br />x <br />L-2 <br />3' -0" <br />8U8 <br />¢ <br />L-3 <br />2'-0" <br />8U8 <br />— - <br />-- <br />} <br />L4 - <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 />EAR <br />w <br />L-7 <br />-- --- <br />1 V-8" <br />----t <br />8F-16 <br />- <br />REAR PORCH <br />L-8 <br />4'-8" <br />8F-12 <br />FRONT PORCH (ELEV A) <br />O <br />L-9 <br />4'-8" <br />8F-16 <br />FRONT PORCH (ELEV B,E,F) <br />w <br />z <br />U) <br />D <br />O <br />i= <br />U <br />LIL <br />} <br />0 <br />O <br />J <br />O <br />Z <br />2 <br />U <br />w <br />H <br />x <br />w <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />APEX <br />9' <br />a <br />ti <br />t d <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />.Q <br />>N <br />'_ <br />m <br />w o <br />0 <br />J w <br />w <br />w w <br />x <br />a <br />U. <br />z <br />0 <br />0 <br />w <br />Z <br />a <br />LL <br />w <br />Abbott Park -' <br />U <br />LOT 004-03 0 <br />-- w <br />Z <br />0 <br />PROJECT NO: <br />w <br />0 <br />2021.003498 <br />LL <br />--- <br />- - O <br />DRAWN: <br />LDG <br />o <br />O <br />U7 <br />CHKD: <br />MJP <br />n <br />%%% to <br />M LA <br />�•`% vs. . ' !F �4e C� <br />G <br />I1mcv8jge4by - <br />Of <br />l _44 0 <br />s3.fIID�435... Z <br />+0 N A� .�`% Q� <br />03-23-2021 Q <br />w <br />REVISIONS: w <br />No. Description Date ~ <br />--- - w <br />J <br />- - U <br />_ -- U) <br />H <br />O <br />Z <br />0 <br />ST=3 <br />