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DocuSign Envelope ID: 4210BE37-OE63-44AD-A2D4-OAF711104AC9 <br />GENERAL MASONRY NOTES DC1 <br />0 <br />M <br />r <br />1'-4" ,, 4'-8" <br />6-8" <br />5,-4„ <br />M <br />64„ ,1'-4' <br />11F u 1-011 I 1 1 I ' = II <br />T-0" <br />m <br />1ST LEVEL STRUCTURAL PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />4'-2" <br />M.- <br />mi <br />m <br />6'-8' . 64" T-0" <br />q <br />M <br />I <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 6-0" 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 LINTEL MAX CLEAR <br />NO. DESCRIPTION SPAN COMMENTS <br />L-1 <br />L-2 <br />i 8F-1-32 <br />8U8 <br />- - -8U8 <br />L-3 - <br />L-4 <br />8F-16 <br />L-5 <br />8F-16 <br />8U8 <br />L-6 <br />- L-7 _I <br />8F-16 <br />L-8 <br />8F-16 <br />L-9 <br />L-10 <br />_8F-16 <br />8F-16 <br />1617011 GARAGE DOOR <br />T-0" <br />2' <br />- 011 <br />8' <br />- 0" <br />REAR SGD <br />4'-011 <br />_ <br />5 <br />- 4" <br />FRONT PORCH <br />3' <br />- 4" <br />FRONT_ PORCH <br />_ <br />13' <br />- 0" <br />REAR PORCH <br />u7 <br />O <br />Z APEX <br />W <br />z_ <br />U) <br />m <br />w <br />w <br />w <br />z <br />0 <br />z tds <br />W <br />Q true design studios <br />0 <br />O <br />_j 9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 j <br />904.821.5200 <br />H <br />a <br />O RRIHOMON' <br />U <br />0 f r <br />fY <br />O <br />J <br />LL <br />U <br />z <br />0 <br />O <br />J <br />O <br />z <br />2 <br />U <br />W <br />X <br />W <br />¢ <br />Q <br />Q <br />�^ <br />v ) <br />w <br />m1111111111111110 <br />w <br />cf) <br />Z <br />O <br />w <br />U) <br />z <br />O <br />44 <br />F— <br />w <br />Q <br />Q <br />> <br />O <br />z <br />Q <br />w <br />�w <br />o <br />F- <br />M <br />w <br />w <br />ULL <br />LL <br />¢ <br />U) <br />O <br />O <br />U <br />LU <br />Abbott Park <br />x <br />w - <br />a LOT 016-02 <br />PROJECT NO <br />2021.006635 <br />DRAWN: <br />JAR <br />CHKD: <br />MJP <br />% J51IN LA/V <br />EIVS' •R '�� <br />No 85166 <br />DoWSigned by: <br />O :. C3F4671DACDEF41S..fi Ew OF ' 4/1 <br />:(/; <br />I <br />,,��SORI• <br />S'O N % <br />05-18-2021 <br />REVISIONS: <br />No.] Description Date <br />ST=3 <br />0 <br />w <br />X <br />O <br />0 <br />w <br />z <br />a <br />U_ <br />w <br />_I <br />¢ <br />U <br />U) <br />0 <br />w <br />0 <br />U) <br />w <br />0 <br />LL <br />O <br />0 <br />0 <br />u7 <br />U) <br />w <br />J <br />U <br />U) <br />(1) <br />0 <br />z_ <br />0 <br />C� <br />z <br />w <br />W <br />w <br />F_ <br />w <br />J <br />U <br />U) <br />H <br />O <br />z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />