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DocuSign Envelope ID: 82C92949-7F25-4CCA-96BE-E7FE1C6E6CB1 <br />0 <br />,1'-4" T-8" <br />5'-8" <br />5'-10" <br />64" <br />T-8" 3'4" 6-8" <br />T-8" J 3' <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 />T-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 />MASONRY LEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />N 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 />61 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 STA & 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/ 10d @ Y 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 />OR (2) SDWC15450 @ MAX 16" O.C. <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />LINTEL SCHEDULE <br />LINTEL NO. MAX CLEAR OPENING LINTEL COMMENTS <br />DESCRIPTION <br />L-1 <br />16-0" <br />8F-1-32 <br />GARAGE DOOR <br />L-2 <br />T-0" <br />8U8 <br />L-3 <br />6-0" <br />8F-16 <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 />REAR PORCH <br />L-7 <br />T-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />1'-4" <br />8F-16 <br />FRONT PORCH <br />L-9 <br />4'-4" <br />8F-8 <br />FRONT PORCH(ELEV A) <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 />U <br />6 <br />N <br />0 <br />N <br />O <br />O <br />N <br />N <br />O <br />4 <br />O <br />O <br />P <br />r <br />N <br />N <br />co <br />J <br />LL <br />LU <br />J <br />J <br />Z <br />O <br />07 <br />Y <br />U <br />Q <br />O <br />O <br />W <br />U) <br />r� <br />J <br />m <br />W <br />Q <br />Z) <br />} <br />z <br />W <br />(D <br />W <br />W <br />O <br />O <br />O <br />O <br />ti <br />Iq <br />LO <br />i` <br />z <br />U) <br />W <br />W <br />m <br />W <br />W <br />z <br />z <br />W <br />0 <br />0 <br />LL <br />z <br />O <br />O <br />a <br />O <br />U <br />O <br />J <br />LL <br />a <br />U <br />z <br />} <br />0 <br />O <br />J <br />O <br />z <br />2 <br />W <br />X <br />W <br />a <br />X <br />m <br />0 <br />O <br />Q <br />z <br />W <br />O <br />i= <br />U <br />LL <br />Q <br />W <br />} <br />O <br />O <br />J <br />Z <br />2 <br />U <br />W <br />I— <br />X <br />W <br />a <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />E <br />O <br />U <br />O <br />APEX <br />tds <br />Q <br />s <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />Znot considered signed and sealed <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />Oon any electronic copy W <br />W W <br />LL Z W <br />IIIIIIJ O u) <br />V Q <br />Im <br />>o <br />LU <br />o <br />0 <br />V <br />J <br />LU <br />LU <br />W <br />LU <br />d' <br />x <br />x <br />LL <br />Q <br />z <br />z <br />O <br />0 <br />Z <br />a <br />LL <br />W <br />Abbott Park <br />Q <br />U <br />G7 <br />LOT 008-04-1 B <br />p <br />W <br />Q <br />z <br />(D <br />PROJECT NO: <br />W <br />2021.012599 <br />0 <br />LL <br />O <br />DRAWN: <br />CD <br />o <br />In <br />CHKD: <br />MJP <br />`,tt►tt a tttttt,f� <br />IN LgiV7� <br />U) <br />U) <br />100 <br />No 85166 <br />�- DocuSigned by: * i <br />- <br />V <br />i ',� DAGV F435.a• �((z <br />I <br />W <br />dO <br />.�T� •;c� O R 0 P•��•� <br />� <br />Z <br />�'; I& .`;S11 <br />/O N Al E <br />Q <br />11-01-2021 <br />p <br />W <br />REVISIONS: <br />w <br />2 <br />No. <br />Description <br />Date <br />I- <br />W <br />J <br />Q <br />U <br />rn <br />Z <br />O <br />0 <br />ST=3 <br />