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)ocuSign Envelope ID: 8B4D9CDD-19B3-4FOE-B3A9-573814FO9B29 <br />0 <br />in <br />Al <br />1'-4" <br />5'-8" <br />4' <br />5'-10" <br />64" <br />T-2" , 6'-8" <br />3'-8" J T-8" <br />L-2 <br />T-0" 6'-8" 6-8" 4'-10" 3'-8" 4'-2" 6'-8" 6'-8" 6'-8" T-0" <br />1st LEVEL STRUCTURAL PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />7' <br />0 <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 />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 />v <br />6 <br />N <br />O <br />� N O <br />0 <br />N <br />LO <br />N <br />00 <br />4 <br />O <br />O <br />N <br />MASONRY LEGEND <br />m <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />! <br />J <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 />5; <br />30" LAP REQUIRED, TYP AS SHOWN <br />Z <br />Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />U) <br />30" LAP REQUIRED, TYP AS SHOWN <br />Y <br />U <br />❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />U NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />O <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />O <br />T_ <br />FRAMING KEY NOTES (CMU) DC1 <br />LLI <br />F_ <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />o <br />> <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />rn <br />Q <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />0 <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 />w <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 />} <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/ 1 Od @ 3" O.C. <br />U <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 />0 <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 />� <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />u7 <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />I- <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 I <br />LINTEL SCHEDULE O <br />_1 <br />O <br />LINTEL NO. MAX CLEAR OPENING <br />-- - - - Z <br />LINTEL COMMENTS -- U <br />DESCRIPTION J <br />w <br />L-1 <br />16'-0" <br />T-0" <br />8F-1-32 <br />8U8 <br />GARAGE DOOR <br />L-2 <br />L-3 <br />SGD <br />6'-0" <br />8F-16 <br />L-4 <br />8'-0" <br />8'-8" <br />_ T-0" <br />T_8" <br />V-4" <br />8F-16 <br />8F-16 <br />8F-16 <br />8F-16 <br />___8F-16 __ <br />8F-8 <br />8F-16 <br />8F-16 <br />L-5 <br />REAR PORCH <br />REAR PORCH <br />REAR PORCH <br />FRONT PORCH <br />L-6 <br />L-7 <br />L-8 <br />L-9 <br />4'-4" <br />4'-4" <br />6'-8" <br />FRONT PORCH(ELEV A) <br />L-9.1 <br />FRONT PORCH(ELEV B,E&F) <br />L-10 <br />WINDOW(ELEV F) <br />x <br />w <br />CL <br />x <br />m <br />W <br />z <br />O <br />w <br />Q <br />L7 <br />O <br />H <br />U <br />LL <br />Q <br />cn <br />C� <br />O <br />J <br />Z <br />U <br />w <br />H <br />X <br />w <br />a. <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />APEX <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />N <br />P VA <br />o U) <br />< W <br />U Z 0. <br />♦w♦^ <br />O VJ <br />V ~Z> <br />o <br />Lo Q <br />m u W <br />J w <br />V W w <br />x <br />LL <br />a <br />0 <br />0 <br />w <br />z <br />Ia. <br />LL <br />w <br />Abbott Park Q <br />U <br />LOT 010-01 p <br />- w <br />z <br />O <br />PROJECT N0: w <br />2021.003453 0 <br />U_ <br />DRAWN, O <br />LDG o <br />CHKD: tip <br />MJP c/) <br />w <br />J <br />U <br />� �• C•EIVS• •� �� <br />Z <br />* •• N6o��ji ned <br />V • A <br />•• 41 <br />14 <br />•(�•, p;• <br />lop <br />OF <br />03-19-2021 <br />w <br />REVISIONS: w <br />No. Description Date <br />w <br />J <br />- — Q <br />U <br />cn <br />H <br />z <br />O <br />C <br />ST=3 <br />