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-IL ' '1 1 ! I . - I -- I I I I r 1 - ._ I I 1 _-- , I ! I I I I - ! !. I. I. <br />DocuSign Envelope ID: 64039112-CEE7-4F45-AD73-562F11EFF3F4 <br />GENERAL MASONRY NOTES DC1 <br />0 <br />N <br />in <br />re <br />ti <br />1st 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 />E <br />• 8U LINTELS MAY BE FILLED OR UNFILLED. <br />O <br />• 8F LINTELS SHALL BE FILLED. <br />LO <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />O <br />O <br />• DIMENSIONS ARE APPROXIMATE. MAXSPACING IS 6'-8" O.C., U.N.O. <br />� <br />APEX <br />• SEE TYPICAL DETAILS FOR LIN EL I S TAOLLATION <br />� <br />U <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />U <br />W <br />� <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />z <br />a) <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 />(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 />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" <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 />LO <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />N <br />b <br />U) <br />m <br />w <br />W <br />z_ <br />z <br />W t Q <br />Q0 true design studios <br />Cif <br />—� 9000 REGENCY SQUARE BLVD. n� <br />W SUITE 100, JACKSONVILLE, FL 32211 <br />0 904.821.5200 p <br />U � <br />6 p <br />- > W N <br />U USHOHOMN Z] <br />Z] <br />Q0 <br />cr_ <br />, <br />O <br />J Q <br />LL +-� <br />U <br />z <br />} <br />O <br />O.C. J <br />O <br />z This item has been electronically <br />= signed and sealed by Justin M Lanier, <br />UPE on the date and/or time stamp <br />W shown using a digital signature. <br />Printed copies of this document are <br />I'_ not considered signed and sealed <br />X nd the signature must be verified <br />Wy a 3rd Party Certificate Authority <br />Qon any electronic copy <br />X LU W <br />Q <br />m <br />0 z LLI <br />W <br />LINTEL <br />SCHEDULE <br />MAX CLEAR <br />COMMENTS <br />z <br />W <br />— <br />Q <br />G <br />O <br />LINTEL LINTEL <br />NO. DESCRIPTION <br />SPAN <br />------ <br />z <br />W <br />L-1 8F-1-32 <br />16' - 011 <br />GARAGE <br />J <br />Uj <br />L-2 - 8U8 <br />5' - 6" <br />w <br />ULI <br />LLI <br />Q <br />L-3 8U8 <br />3' - 011 <br />o <br />L-4 8F-16 <br />- - <br />-L-5 <br />6' - 011 <br />L- <br />2 <br />t 8F-16 <br />9' - 2" <br />Q <br />ti <br />L-6 8F-16 <br />7' - 5" <br />REAR PORCH <br />U) <br />_ <br />_ <br />L-7 8F-16 <br />7' - 11 "- <br />REAR PORCH <br />o <br />L-8 8F-16 <br />7' - 811 <br />REAR PORCH <br />1 <br />z <br />p <br />L-9 8U8 <br />z <br />4'- 6" <br />ELEV B & E <br />U <br />z <br />LU <br />Abbott Park <br />X <br />a <br />W <br />— - LL <br />Q <br />LOT 020-03-1 B W <br />J <br />Q <br />U <br />0 <br />0 <br />LIJ <br />PROJECT NO <br />2021.014970 z <br />DRAWN <br />CD LU <br />- - - - 0 <br />CHKD LL <br />MJP p <br />0 <br />0 <br />L0 <br />U) <br />♦`��,�5� IN LqN�� W <br />♦ �� J <br />�•.��G E NS�.'Q �; Q <br />* • &WAed•4,- r <br />r rv11�/ <br />'T3 • ; • i1c r z <br />9 TAT E OF • 44/ <br />.-0 •• 31F4671 D�C.E4405... Q <br />�i,SS�� N AL E:�`�♦ 0 <br />12-29-2021 U <br />z <br />REVISIONS: < <br />No. Description Date 0 <br />r� <br />-- - -- -- W <br />W <br />U) <br />ST— <br />= o 0 <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />