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DocuSign Envelope ID: 330532F8-9941-42ED-849C-09E31E5B197F <br />GENERAL MASONRY NOTES DC1 <br />ED <br />A. <br />N <br />i0 <br />1 st LEVEL STRUCTURAL <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />PLAN <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 />0 (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />I I OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />Do 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 COMMENTS <br />NO. DESCRIPTION SPAN <br />L-1 <br />8F-1-32 <br />16' - 0" <br />GARAGE <br />L-2 - <br />- 8U8 <br />8U8 <br />8F-16 <br />5' - 6" <br />3' - 0" <br />6' - 0" <br />L-3 <br />L-4 <br />L-5 <br />8F-16 <br />9' - 21' <br />--- <br />L-6 <br />8F-16 <br />8F-16 <br />8F-16 <br />7' - 5" <br />7' - 11" <br />7' - 8" <br />REAR PORCH <br />REAR PORCH <br />REAR PORCH <br />L-7 <br />L-8 <br />L-9 <br />8U8 <br />4' - 6" <br />ELEV B & E <br />O <br />(A <br />W <br />z_ <br />m <br />W <br />W <br />z <br />z <br />W <br />O <br />J <br />LI _ <br />z <br />O <br />U <br />go <br />co <br />rn � <br />oO <br />N / 1 <br />¢ <br />O <br />J <br />LL <br />2Y <br />V <br />} <br />0 <br />O <br />J <br />O <br />z <br />2 <br />U <br />W <br />W <br />a. <br />x <br />00 <br />z <br />O <br />W <br />Q <br />U) <br />n <br />O <br />I— <br />I— <br />U <br />FL <br />} <br />O <br />O <br />_J <br />O <br />i <br />U <br />W <br />x <br />W <br />a. <br />U <br />y <br />0 <br />APEX 0 <br />t S <br />1✓ <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 <br />(D <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 />nd the signature must be verified <br />a 3rd Party Certificate Authority <br />..[by <br />n any electronic copy <br />W <br />v <br />W <br />Q <br />— <br />1■1� <br />� <br />Z <br />W <br />O <br />Q - <br />c) <br />J Q <br />O <br />W <br />0 <br />J <br />W <br />ti <br />x <br />O <br />LU <br />I— <br />z <br />Abbott Park <br />--- LL <br />LOT 037-02 W <br />U <br />fn <br />0 <br />W <br />PROJECT NO: I- <br />2021.011084 z <br />0 <br />DRAWN: <br />KAS W <br />0 <br />CHKD: LL <br />MJP O <br />a <br />O <br />u7 <br />i <br />No 85166 to <br />* ; 00 'Jigned by: <br />i A 5A A F9EFF 4 435..;441 <br />09-17-2021 O <br />z <br />REVISIONS: <br />No. Description Date C' <br />-- W <br />U) <br />W <br />-- <br />¢ <br />-- U <br />U) <br />I— <br />O <br />ST=3 O <br />CMU/METAL CONNECTOR ENGINEERING <br />