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3ocuSign Envelope ID: BA90027F-306F-48B1-A537-1FF164EA6312 <br />a <br />A <br />' All J T-8" <br />5'-8" <br />4'-8" <br />5-10" <br />5'-4" f 3'-8" 10 3' <br />M <br />-8" T-8" 6'-8" <br />T-0" 6'-8" 6'-8" 4'-10" T-8" 4'-2" 6'-8" 6'-8" 6'-8" T-0" <br />1 st IEV IIL S7RUC ZURA L PIA N <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />T-0" <br />Z <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 OPENINGS04 <br />DOWEL LEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN _ — _ <br />NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />25" LAP REQUIRED, TYP AS SHOWN <br />NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />36" LAP REQUIRED, TYP AS SHOWN <br />Qo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />25" LAP REQUIRED, TYP AS SHOWN <br />❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />[61 NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />0 <br />rn <br />N <br />O <br />O <br />U? <br />'t <br />' <br />c`' <br />M <br />LJL <br />llt <br />.._l <br />J <br />5; <br />z <br />U) <br />Y <br />U <br />p <br />O <br />AM <br />FRING KEY NOTES (CMU) Dc� <br />� <br />� <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />o <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />> <br />m <br />� <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />J <br />OPENINGS. <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />w <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />Of <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />ON DETAIL SHEET. <br />U, <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 />U <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 />0 <br />w <br />4. HIGH UPLIFT CONNECTION: <br />w <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />O <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />O <br />LEVEL <br />a? <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />� <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />It <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />t` <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />O <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />Z <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />(q <br />U) <br />— — - - - _ - --� <br />w <br />07 <br />m <br />w <br />w <br />w <br />w <br />Q <br />0 <br />LL <br />0 <br />I= <br />O <br />0 <br />Q <br />0 <br />0 <br />J <br />LL <br />U <br />z <br />0 <br />LINTEL SCHEDULE <br />LINTEL NO. MAX CLEAR OPENING LINTEL T COMMENTS 2 <br />DESCRIPTION U <br />LU <br />L-1 <br />16'-0" —�- <br />1 GARAGE DOOR <br />-- <br />-- 3'-0" <br />—8F-1-32 <br />8U8- <br />_L-2 <br />- <br />L-3 — <br />L-4 <br />— 6'-0"-- <br />8'-0"" <br />— 8F-16 <br />- <br />8F-16 <br />-- —- — <br />- - - <br />SGD <br />L-5 <br />L-6 <br />_ _ <br />8'-8" <br />7'-0" <br />8F-16 <br />8F-16 <br />_ <br />REAR PORCH <br />REAR PORCH <br />L-7 <br />_ _ <br />7'-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />1'4' <br />817-16 <br />FRONT PORCH <br />L-9.1 <br />4'-4" <br />8F-16 <br />FRONT PORCH <br />I— <br />x <br />w <br />d <br />x <br />m <br />w <br />O <br />LU <br />O <br />U <br />U- <br />Q <br />Ln <br />CD <br />0 <br />O <br />z <br />m <br />U <br />w <br />H <br />x <br />w <br />a- <br />^,A\ <br />APEX <br />I <br />tds_c <br />1� <br />true design studios O <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 vi <br />O <br />CD <br />f` <br />a <br />DeRsHOMON' 01 <br />o(n <br />� <br />mw <br />w <br />� <br />J <br />p <br />U) <br />V <br />a <br />o <br />> <br />o <br />m <br />LU <br />LLI <br />w <br />V <br />J <br />LJ <br />LJ <br />X <br />LL <br />a <br />z <br />0 <br />0 <br />w <br />z <br />LL <br />w <br />Abbott Park Q <br />U <br />— cf) <br />LOT 008-02 0 <br />- w <br />Q <br />z <br />PROJECT NO: <br />uJ <br />0 <br />2020.004112 <br />LL <br />_ <br />O <br />DRAWN: <br />KG <br />8 <br />- <br />_ o <br />CHKD: <br />u7 <br />EAF <br />w <br />J <br />`0%%111111#111 <br />B &1(j <br />V <br />�sK i <br />' G�E N . 1, <br />U) <br />` 1?jAn6jd bat: <br />z <br />cr <br />• <br />S'TgT w�. <br />'•. <br />�, ,c �s8�4437.� <br />., <br />�� <br />.,��,sSiO N <br />z <br />�p <br />06/02/2020 <br />w <br />REVISIONS: <br />w <br />No. <br />Description <br />Date <br />~ <br />1 <br />PRC <br />07/08/20 <br />w <br />—' <br />20 <br />U <br />U) <br />O <br />_ <br />z <br />0 <br />ST=3 <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />