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DocuSign Envelope ID: ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC <br />0 <br />9 <br />'41 .01 4'-8" <br />M1 <br />6'-8" <br />T-0" <br />8'-0" T-0" 4'-0" 3'-6" 6'4" 6-8" V-0" 6'-8" 6-8" 6'-8" T-0" <br />r <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <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 />❑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 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.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. CLEAR SPAN I LINTEL DESCRIPTION COMMENTS <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />3'-0" <br />8U8 <br />L-3 <br />74" <br />8U8 <br />L-4 <br />6-0" <br />8'-0" <br />8F-16 <br />8080 SGD/ REAR PORCH <br />REAR PORCH <br />L-5 <br />L-6 <br />8F-16 <br />8F-16 <br />9'-0" <br />L-7 <br />11'4" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />4'-8" <br />8F-12 <br />8F-16 <br />FRONT PORCH (ELEV A) <br />FRONT PORCH (ELEV B,E,F) <br />L-9 <br />O <br />O <br />N <br />u7 <br />N <br />O <br />O <br />O <br />N <br />N <br />c'M <br />,J <br />LL <br />W <br />J <br />J_ <br />z <br />O <br />U <br />a <br />O <br />O <br />T_ <br />W <br />U) <br />O <br />J <br />co <br />W <br />a <br />CY <br />C/) <br />z <br />W <br />0 <br />W <br />OC <br />O <br />O <br />O <br />O <br />ti <br />u7 <br />r— <br />z <br />U) <br />07 <br />W <br />W <br />m <br />W <br />W <br />z <br />W <br />0 <br />0 <br />LL <br />0 <br />O <br />O <br />U <br />a <br />O <br />O <br />J <br />LL <br />a <br />U <br />z <br />O <br />J <br />O <br />z <br />W <br />x <br />W <br />a <br />x <br />00 <br />O <br />LU <br />LLI <br />O <br />U <br />LL <br />a <br />} <br />0 <br />O <br />J <br />O <br />z <br />U <br />LU <br />H <br />x <br />W <br />12 <br />APEX <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 vi <br />O <br />1 <br />I <br />U) <br />W <br />w <br />J <br />O <br />W <br />(wr) <br />p <br />� <br />Z> <br />Q <br />o <br />m <br />ww <br />� <br />w Uj <br />a <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 />PROJECT NO: <br />Abbott Park <br />LOT 052-03-1 A <br />2022.009270 <br />DRAWN: W <br />t I <br />CHKD: <br />CD <br />09-22-2022 <br />REVISIONS: <br />Description I Date <br />ST=3 <br />0 <br />W <br />ti <br />x <br />0 <br />W <br />z <br />(Y <br />11 <br />LL <br />W <br />J <br />a <br />U <br />Cn <br />0 <br />W <br />F_ <br />z <br />r� <br />W <br />O <br />LL <br />O <br />0 <br />O <br />u7 <br />U) <br />W <br />-J <br />U <br />z_ <br />O <br />C9 <br />_z <br />L.0 <br />O <br />W <br />w <br />2 <br />I— <br />W <br />J <br />a <br />U <br />W <br />O <br />z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERINGa <br />