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DocuSign Envelope ID: FF875270-6EF9-44CE-896A-F76FB6A8ECA0 <br />w <br />i? <br />.41., 8'-0" <br />4'-5" ,, 3' <br />MIJ <br />5'-0" <br />M <br />A <br />• <br />T-0" <br />T-0" , 6'-8" I, 6'-8" -- 6'-8" , 6'-8" 6'-0" , 5'-4" L 4'-8" 6'-8" �, 6'-8" �, T-0" �, <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'4' 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 />N <br />O <br />• 8F LINTELS SHALL BE FILLED. <br />O <br />04 <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />u? <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. <br />� <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />4 <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />O <br />rn <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />(V <br />MASONRY LEGEND <br />M <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />- <br />-j <br />LL <br />INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />W <br />J <br />J <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />Z <br />O <br />Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />Y <br />30" LAP REQUIRED, TYP AS SHOWN <br />U <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 />T- <br />W_ <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />o <br />(SEE SHEET STA & 5 FOR TYPICAL NOTES) <br />> <br />rn <br />0 <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />OPENINGS. <br />J <br />00 <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />W <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />Q <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />ON DETAIL SHEET. <br />0 <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: <br />} <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 />z <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH <br />W <br />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />W <br />4. HIGH UPLIFT CONNECTION: <br />Of <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />O <br />O <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />O <br />LEVEL <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />LLO <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />ti <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />b <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />Z <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 W <br />W <br />- ------ Z <br />00 <br />W <br />W <br />0 <br />0 <br />LL <br />Z <br />O <br />O <br />CL <br />U <br />a <br />O <br />J <br />ILL <br />Q <br />z <br />0 <br />O <br />J <br />O <br />Z <br />LINTEL SCHEDULE <br />LINTEL NO. CLEAR SPAN 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 />8U8 <br />L-3 <br />2'-0" <br />L-4 <br />L-5 <br />6'-0" <br />8'-0" <br />8F-16 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />L-6 <br />9'-0" <br />8F-16 <br />REAR PORCH <br />L-7 <br />11'-8" <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 />U <br />W <br />I— <br />X <br />W <br />X <br />Uj <br />❑ <br />Z <br />O <br />W <br />Q <br />0 <br />ILL <br />0 <br />O <br />J <br />O <br />Z <br />U <br />LU <br />I— <br />X <br />W <br />a <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />E <br />^,A\ O <br />U <br />O <br />APEX 40 <br />I <br />tdsL <br />..Q <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 vi <br />O <br />W <br />C <br />04ROHOMONMOW <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 />V J <br />Qw <br />J z � <br />O w <br />W _ <br /><O <br />> o <br />m w <br />0 J wLU <br />w w <br />LL x <br />Q z <br />O <br />0 <br />I- <br />Z <br />IL <br />W <br />Abbott Park Q <br />U <br />LOT 022-02 0 <br />H <br />z <br />0 <br />1 CD <br />PROJECT NO: W <br />2021.009232 ❑ <br />LL <br />O <br />DRAWN: <br />CD o <br />CHKD: LID <br />MJP W <br />W <br />J <br />U <br />�(IN LqN ., cn <br />Ns'-. �s� _ <br />No 85166 <br />LFPE1CffEF4ji.4U <br />ocuSigned by: <br />i <br />07-29-2021 0 <br />W <br />REVISIONS: LIJ <br />No. Description Date ~ <br />-- --- — ---- - -- W <br />J <br />Q <br />O <br />Z <br />O <br />ST=3 <br />