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DocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 <br />GENERAL MASONRY NOTES DC1 <br />T-0" 6'-8" <br />6'-8" 6'-8" 6-2" 5'-5" <br />T-0" <br />T-8„ 6'-8" 61-81, 4'-10" 4'-10" 6'-8" 6'-8" 6'-8" 6'-8" 7,-0, <br />1 st LEVEL STRUCTURAL PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <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 />MASONRYLEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />Ej 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 />0 (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 />D� 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 ST-1 & 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 @ 3" O.C. <br />4. HIGH UPLIFT CONNECTION: <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.0 <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 LINTEL MAX CLEAR <br />NO. DESCRIPTION SPAN <br />COMMENTS <br />L-1 <br />8F-1-32 <br />16' - 0" <br />GARAGE <br />L-2 <br />8U8 <br />5' - 6" <br />L-3 <br />_ <br />8U8 _ <br />8F-16 <br />3' - 0" <br />L-4 <br />6' - 0" <br />L-5 <br />8F-16 <br />9' — 2" <br />L-6 <br />L-7 <br />L-8 <br />L-9 <br />8F-16 <br />8F-16 <br />7' - 5" <br />7' - 11'' <br />7' - 8" <br />REAR PORCH <br />REAR PORCH <br />8F-16 <br />REAR PORCH <br />8U8 <br />4' - 6" <br />ELEV B & E <br />O <br />Z <br />W <br />U <br />W <br />Z_ <br />U) <br />00 <br />LU <br />W <br />Z_ <br />O <br />Z <br />W <br />O <br />J <br />LL- <br />O <br />UO <br />0 <br />co a <br />rn <br />o O <br />N i 1 <br />O <br />J <br />U_ <br />E0 <br />U <br />Z <br />C� <br />O <br />O <br />Z <br />2 <br />U <br />W <br />W <br />x <br />Q <br />m <br />0 <br />Uj <br />O <br />W <br />Q <br />O <br />U_ <br />4 <br />W <br />0 <br />O <br />J <br />Z <br />U <br />W <br />x <br />W <br />a <br />-C <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. N <br />SUITE 100, JACKSONVILLE, FL 32211 <br />to <br />904.821.5200 0 <br />O <br />a <br />Fr] <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 />not considered signed and sealed <br />tbnd the signature must be verified <br />y a 3rd Party Certificate Authority <br />n any electronic copy V <br />W w <br />Z W <br />Lu <br />O to <br />a - <br />aC O <br />Q <br />LLl W <br />J <br />W Uj a <br />W 0 <br />L.L <br />ti <br />x <br />z <br />O <br />0 <br />W <br />z <br />Abbott Park W <br />n. <br />LOT 002-04-1 C W <br />J <br />U <br />U <br />W <br />PROJECT NO: <br />2021.014969 z <br />DRAWN: <br />CD W <br />-- 0 <br />CHKD: M.1 P L' <br />O <br />0 <br />O <br />LO <br />0%J1111111111 U) <br />* ; N8o u igned by; * V) <br />0 <br />�T9 • `rS✓S y�a.'.iekdA'r-. Z <br />�% tTATE OF ` <br />%0 <br />,.� 3F4671DAADjsFd��. <br />�'Ii iO N AC � ``%"% <br />12-29-2021 (D <br />z <br />REVISIONS: <br />No. Description Date <br />W <br />U) <br />— -- W <br />J <br />W <br />I— <br />O <br />ST=3 z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />