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)ocuSign Envelope ID: 9B33A170-0A27-4470-819D-9FEBF6D1A704 <br />GENERAL MASONRY NOTES DC1 <br />U <br />0 <br />0 <br />iO <br />ao <br />M <br />'4" , T-8" <br />i <br />5'-8" 4' <br />5'-1 <br />5,4„ <br />- - A T-2" , 6'-8„ <br />T-8" 1 3'-8" <br />mm <br />L� <br />7'-0" 6'-8" 6'-8" 4'-10" 3'-8" 4'-2" 6'-8" 6'-8" 6'-8" 7'-0' <br />1 st LEVEL STRUCTURAL PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />T-0" <br />0 <br />c') <br />co <br />1, <br />5 <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />• 8U LINTELS MAY BE FILLED OR UNFILLED. <br />N <br />N <br />O <br />8F LINTELS SHALL BE FILLED. <br />N <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 />04 <br />SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />Ict <br />MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />O <br />O <br />SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />' <br />CV <br />MASONRY LEGEND <br />N <br />M <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />— ----- _ _ <br />LL <br />INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />LLj <br />J <br />J <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />z <br />0 (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />0 <br />30" LAP REQUIRED, TYP AS SHOWN <br />�e <br />U <br />n OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />Cal NO.5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />O <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />O <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 />U) <br />irn <br />Q <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />OPENINGS. <br />J <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />W <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />Q <br />ON DETAIL SHEET. <br />O <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: <br />U) <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS <br />} <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 />(9 <br />W <br />4. HIGH UPLIFT CONNECTION: <br />Ix <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />CD <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />O <br />LEVEL <br />C) <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />rl� <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />4T <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />ti <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />O <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />z <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 U) <br />Cn <br />W <br />U) <br />m <br />w <br />w <br />W <br />w <br />0 <br />O <br />U_ <br />z <br />O <br />a <br />O <br />U <br />Q <br />O <br />J <br />LL <br />Q <br />U <br />z <br />CD <br />LINTEL SCHEDULE ° <br />J <br />_ O <br />j LINTEL z <br />LINTEL NO. MAX CLEAR OPENING COMMENTS U <br />1 DESCRIPTION <br />W <br />L-1 <br />16-0' <br />8F-1-32 <br />GARAGE DOOR <br />L-2 <br />3'-0" <br />8U8 <br />W <br />L-3 <br />6'-0" <br />8F-16 <br />Q <br />L-4 <br />8'-0" <br />8F-16 <br />SGD <br />L-5 <br />8'-8" <br />8F-16 <br />REAR PORCH <br />L-6 <br />T-0" <br />8F-16 _ <br />} <br />REAR PORCH <br />L-7 <br />T-8" <br />8F-16 <br />REAR PORCH <br />0� <br />L-8 <br />1'-4" <br />8F-16 <br />FRONT PORCH <br />L-9 <br />4'-4" <br />-- <br />8F-8 <br />FRONT PORCH(ELEV A) <br />z <br />L-9.1 <br />4'-4" <br />8F-16 <br />FRONT PORCH(ELEV B,E&F) <br />L-10 <br />6'-8" <br />8F-16 <br />WINDOW(ELEV F) <br />O <br />W <br />Q <br />U) <br />0 <br />i= <br />U <br />U_ <br />U) <br />} <br />0 <br />0 <br />O <br />z <br />_ <br />U <br />W <br />I-- <br />x <br />W <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />O <br />U <br />v <br />O <br />APEX <br />tz <br />s <br />tds -6 <br />true design studios (U <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O U) <br />co1�m W <br />LLM Z O Uj W <br />V ~� <br />�o <br />o Q <br />m Lu o <br />J LV w <br />V LLj Lu <br />x <br />LL = <br />Qz <br />O <br />0 <br />w <br />w <br />U_ <br />W <br />Abbott Park —' <br />U <br />LOT 018-01 0 <br />w <br />Q <br />z <br />0 <br />PROJECT NO: w <br />2021.003455 0 <br />LL <br />DRAWN: --- O <br />LDG o <br />CHKD: LO <br />MJP c/) <br />W <br />J <br />Q <br />U <br />♦♦♦ 5J 1N <br />L71'�IRQWea bY: <br />0:. STATE OF ��/� <br />, 3F� <br />_'8� <br />439 <br />03-19-2021 �0 <br />w <br />REVISIONS: w <br />No. Description Date <br />J <br />U <br />- - U) <br />— -- ° <br />z <br />0 <br />ST=3 <br />