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)ocuSign Envelope ID: FA6DE565-0407-444B-8583-1 FAE D5804EC2 <br />II I I II 'I III I1 f>fa^_ 1' 1 fl I I I' I I I I I I I 1 1' 1 1 1 INII1 I'L' <br />I <br />v <br />T-0" <br />4'-2" <br />AN <br />I <br />mm <br />6-8" <br />I-4" <br />L-1VJ 1 I " I I 1 I I I <br />_._ IIL III/ �j IV. IY• Ali- IYI Ir• Y ,1' 4" , 4'-8' 7'-0' 6'-8" 6'-8" 6'-8' 5' 4" 6'-8 6'-0" 6 -0" 5 -4' 1'-4' <br />1ST LEVEL STRUCTURAL PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />7' <br />b <br />zo <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 6-0" 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 />MASONRYLEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />d 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 />lo, 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 COMMENTS <br />NO. DESCRIPTION SPAN <br />L-1 8F-1-32 <br />L-2 8U8 <br />16' - 0" <br />GARAGE DOOR <br />-_ - --- <br />--3' - 0" - <br />L-3 8U8 - <br />L-4 8F-16 <br />- <br />L-5 <br />2' - 0" <br />6' - 011 <br />- 8' - 0" - <br />— REAR SGD <br />T--8F-16- <br />L-6 8 U 8 <br />4'-0" <br />L-7 8F-16 _ <br />L-8 8F-16 <br />5' - 411 <br />FRONT PORCH <br />FRONT PORCH <br />REAR PORCH <br />3' - 411 <br />13' - 011 <br />L-9 8F-16 <br />�L-10 8F-16 <br />4' - 811 <br />REAR PORCH <br />r1_ <br />U' <br />ti <br />O <br />co <br />APEX <br />o' <br />U <br />w <br />z_ <br />qj <br />CO <br />Q <br />m <br />w <br />w <br />z_ <br />z <br />tds <br />W <br />Q <br />true design studios <br />-Q <br />>(D <br />0 <br />i'A <br />O <br />J 9000 REGENCY SQUARE BLVD. N <br />u- SUITE 100, JACKSONVILLE, FL 32211 <br />zcn <br />0 904.821.5200 p <br />Q ZS <br />O <br />a � <br />O DoRtHO19ON' <br />N <br />U E o� <br />EE ltwpko <br />O Zzz <br />J Q <br />LL <br />Q -r- <br />U <br />z <br />-0 <br />>N <br />} <br />O <br />1 <br />O <br />z <br />2 <br />U <br />W <br />H <br />x <br />ww <br />Q <br />x <br />< <br />O <br />^ <br />V ) <br />W <br />} <br />Q <br />m <br />0 <br />w <br />cl) <br />7 <br />Z <br />O <br />W <br />U) <br />z <br />0 <br />O <br />Q <br />_ <br />w <br />M <br />> <br />O <br />z'..■ <br />j <br />.J <br />0 <br />W <br />° <br />~ <br />M <br />W <br />W <br />� <br />Q <br />0 <br />U <br />LL <br />LIJ <br />Q <br />ti <br />� <br />X <br />Oz <br />O <br />O <br />z <br />U <br />w <br />z <br />Abbott Park <br />a <br />X <br />w <br />a <br />Q <br />LL <br />w <br />LOT 009-01 <br />J <br />Q <br />U <br />N <br />W <br />PROJECT NO. �- <br />2021.003461 z <br />C� <br />DRAWN: <br />LDG w <br />0 <br />CHKD: MJ P LL <br />O <br />0 <br />O <br />L0 <br />```III►hill//�� 0 <br />I\N LA <br />Q <br />4 d*43 ' u) <br />.. <br />U) <br />� ' STATE OF : �44/ �} <br />Q <br />� sU N AL � <br />���t/111iff1III 0 <br />03-19-2021 (D <br />z <br />REVISIONS: Q <br />w <br />No. Description Date 0 <br />w <br />U) <br />-- - w <br />F- <br />w <br />J <br />Q <br />U <br />U) <br />I-- <br />O <br />ST=3 z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />