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- II I it i• A It 1. 1 !1I 1 1 <br />DocuSign Envelope ID: 09989F2D-5C7A-404E-8991-AC81115DFD85 <br />I <br />N <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22" 04" <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 />[01 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 />U <br />0 <br />N <br />O <br />N O <br />O <br />N <br />N <br />00 <br />O <br />O <br />l <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />J <br />z <br />O <br />Y <br />Q <br />O <br />O <br />T_ <br />Z) w <br />� F- <br />U <br />o <br />rn Q <br />o <br />N J <br />m <br />W <br />Q <br />Z) <br />0 <br />U) <br />U <br />z <br />w <br />0 <br />w <br />O <br />O <br />O <br />O <br />l <br />ti <br />z <br />co <br />W <br />m <br />W <br />W <br />z <br />z <br />w <br />0 <br />0 <br />J <br />LL <br />z <br />O <br />Q <br />O <br />a <br />0 <br />U <br />0 <br />0 <br />J <br />LL <br />Q <br />U <br />z <br />0 <br />O <br />J <br />O <br />z <br />LINTEL SCHEDULE <br />w <br />LINTEL NO. I CLEAR SPAN <br />LINTEL DESCRIPTION COMMENTS F- <br />X <br />W <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 />2'-0" <br />8U8 <br />L-4 <br />6-0" <br />8F-16 <br />L-5 <br />8'-0" <br />8F-16 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />REAR PORCH <br />L-6 <br />_ _ <br />9'-0" <br />L-7 <br />1 V-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />8F-12 <br />FRONT PORCH (ELEV A) <br />L-9 <br />4'-8" <br />8F-16 <br />FRONT PORCH (ELEV B,E,F) <br />X <br />m <br />0 <br />z <br />O <br />W <br />Q <br />z <br />(n <br />O <br />F- <br />1= <br />U <br />LL <br />Q <br />U) <br />C� <br />O <br />J <br />O <br />3E <br />U <br />w <br />F- <br />X <br />W <br />n <br />i <br />tds ]6­ <br />true design studios >� <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <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 />by a 3rd Party Certificate Authority <br /><n any electronic copy U) <br />it Co w <br />J z � <br />w <br />LU 0 U) <br />Q <br />in o <br />0 <br />w <br />w <br />I� <br />X <br />Q LL <br />r- <br />z <br />O <br />0 <br />W <br />z <br />Of <br />LL <br />Abbott Park <br />W <br />Q <br />U <br />U <br />LOT 034-01 <br />0 <br />W <br />z <br />PROJECT NO: <br />W <br />W <br />0 <br />2021.011080 <br />LL <br />O <br />DRAWN: <br />KME <br />8 <br />O <br />CHKD: <br />L0 <br />MJP <br />U) <br />W <br />J <br />U <br />(D <br />U) <br />i <br />``��. <br />J•.�\G•ENS�•9 ., <br />z <br />No 85166 <br />* DocuSigned by: * <br />Q <br />0 <br />i 4�'LWA�435._ <br />• <br />Al <br />W <br />09/16/2021 <br />p <br />W <br />REVISIONS: <br />w <br />No. Description Date <br />~ <br />W <br />J <br />Q <br />iU <br />U) <br />--- <br />O, <br />. <br />O <br />0 <br />ST=3 <br />CMU/METAL CONNECTOR ENGINEERING <br />