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DocuSign Envelope ID: A41490AF-CAEF-4390-B17C-825DDB4B8BB8 <br />GENERAL MASONRY NOTES DC1 <br />4 <br />A <br />A <br />6'-8" <br />1 st LEVEL STRUCTURAL PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />16'-4'-10" 1 4'-10" <br />M. <br />6'-8" <br />T-1 1 /2" <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 />Q (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />n OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />o� 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 @ 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 I 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 />5' - 6" <br />----- <br />L-3 <br />8U8 _ <br />8F-16 <br />3' - 011 _ <br />6' - 0" <br />L-4 <br />L-5 <br />8F-16 <br />9' - 2" <br />L-6 <br />L-7 <br />L-8 <br />817-16 <br />7' - 5" <br />REAR PORCH <br />REAR PORCH <br />REAR PORCH <br />8F-16 <br />8F-16 <br />7' - 11" <br />T - 8" <br />L-9 <br />8U8 <br />4' - 6" <br />ELEV B & E <br />U <br />6 <br />N <br />N <br />LO <br />ti <br />O <br />Z <br />(n <br />0) <br />W <br />z_ <br />U) <br />m <br />w <br />W <br />z_ <br />0 <br />z <br />W <br />O <br />J <br />U_ <br />O <br />UO <br />0 <br />ri 11 <br />rn <Y <br />o O <br />N / 1 <br />O <br />J <br />U- <br />2 <br />Z <br />0 <br />O <br />_J <br />O <br />z <br />U <br />W <br />W <br />a <br />m <br />0 <br />z <br />O <br />W <br />Q <br />z <br />U) <br />0 <br />E: <br />0 <br />O <br />J <br />O <br />U <br />W <br />x <br />W <br />a <br />E '& a <br />A6ffl',k <br />AAAMMM <br />tds <br />Q. <br />true design studios (D <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />CD <br />904.821.5200 0 <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 />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />on any electronic copy <br />J <br />WW <br />U) <br />W 0 <br />W <br />Z <br />LU <br />O <br />a - <br />U) <br />J Q <br />p <br />� W <br />0 <br />� � <br />W <br />W <br />W LL! W 0 <br />r V- 2 <br />x <br />r <br />z <br />O <br />0 <br />I— <br />Z <br />Abbott Park <br />CL <br />U- <br />LOT 025-02 W <br />U <br />0 <br />0 <br />W <br />PROJECT NO: I- <br />2021.009241 z <br />DRAWN: <br />CD w <br />CHKD: MJ P LL <br />O <br />O <br />0 <br />% ' %N LA <br />No 85166 •• (n <br />* : DocuSigned by: •� <br />r � _ <br />T&l aEOEF43 <br />Cl N <br />07-28-2021 U <br />z <br />REVISIONS: <br />No. Description Date 0 <br />W <br />-- W <br />W <br />-- J <br />U) <br />I— <br />O <br />ST=3 z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />