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DocuSign Envelope ID: B7F25CE9-A3C0-4F4B-925D-8CF79ADAA1C1 <br />Y <br />3 <br />Y <br />0 <br />lzt <br />,1'-4",, 8'-0" <br />4'-5" J 3'-5" <br />5'-0" <br />• <br />N <br />T-0" <br />T-0" 6'-8" 6-8" 6'-8" 6'-8" 6-0" 64" 4,4- 6-8" 6'-8" T-0" I. <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 />• 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 />Ej 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 />Loj 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 />N O <br />O <br />N <br />LID <br />00 <br />d' <br />O <br />rn <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />_l <br />z <br />O <br />W <br />U <br />Q <br />O <br />O <br />W <br />I— <br />W <br />rn � <br />N J <br />m <br />W <br />Q <br />CJ <br />W <br />z <br />W <br />0 <br />W <br />W <br />O <br />O <br />O <br />CA <br />rl— <br />'T <br />Ln <br />ti <br />O <br />z <br />co <br />W <br />m <br />W <br />W <br />z <br />z <br />W <br />0 <br />J <br />W <br />O <br />1-- <br />0 <br />a <br />O <br />U <br />Q <br />O <br />J <br />LL <br />Q <br />z <br />O <br />J <br />O <br />z_ <br />LINTEL SCHEDULE <br />LU <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS H <br />x <br />W <br />L-1 <br />16-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2_ <br />S-0" <br />8U8 <br />L-3 <br />2'-0" - <br />-- 8U8 <br />L-4 <br />L-5 <br />6-0" <br />8'-0" <br />9'4" <br />8 F-16 <br />8F-16 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />REAR PORCH <br />L-6 <br />_ <br />L-7 <br />1 V-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />L-9 <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 />W <br />X <br />m <br />W <br />O <br />Q <br />z <br />W <br />O <br />LL <br />Q <br />W <br />} <br />0 <br />O <br />J <br />O <br />z <br />2 <br />U <br />W <br />F- <br />x <br />W <br />a. <br />E <br />o <br />t> <br />0 <br />APEX -0 <br />tds <br />C1 <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <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 V J <br />Qw <br />Z � <br />iJ w <br />Uj o w <br />�C <br />> <br />O <br />m <br />w <br />Q <br />0 <br />0 <br />� <br />w <br />w_ <br />WW <br />� <br />x <br />LL <br />- <br />O <br />0 <br />W <br />H <br />z <br />a <br />W <br />W <br />Abbott Park <br />U <br />LOT 026-03-1 B <br />0 <br />W <br />F- <br />z <br />PROJECT NO: <br />W <br />0 <br />2021.012595 <br />LL <br />- -- - — <br />O <br />DRAWN: <br />CD <br />o <br />^^ <br />LO <br />CHKD: J <br />MJP <br />W <br />W <br />J <br />U <br />IN LA/I/ '�e <br />co <br />�% <br />No 85166 <br />�Q <br />• <br />* •• by: •• * ~ <br />LL <br />.. <br />LP46�1DA�DEocuSignod <br />• <br />0 <br />� •• <br />��^^ CC nn�F435•! ct/ <br />/,, <br />R�O, �N <br />z <br />`.` <br />i ••.... <br />ate;; <br />11-01-2021 <br />W <br />Lo <br />REVISIONS: <br />No. Description Date ~ <br />J <br />U <br />U) <br />--- O <br />z <br />O <br />0 <br />ST=3 <br />CMUIMETAL CONNECTOR ENGINEERING <br />