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• <br />16 <br />zo <br />O" 6'-8" — <br />4'-2" 6'-8" 6-8" 6'-8" 6'-8" <br />T_ <br />L-10 L-7 <br />1'-4" 4'-8" 7'-0" 6'-8" 6'-8" 6'-8" 5'-4" 6'-8" 6'-0" 6'-0" 1'-4" <br />1 ST IWEL SZRUC UJRA L PIA N <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />zo <br />A <br />IT <br />M <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-CRETF_ 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 />j • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />. SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <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 />v (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 />jc) 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) SDVVC15450 @ 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 COUNT <br />NO DESCRIPTION SPAN <br />L-1 <br />8F-1-32 <br />16'- 0" <br />1 GARAGE DOOR <br />L-2 <br />8U8 <br />3'_ <br />0" <br />L-3 <br />8U8 <br />2 <br />-011 <br />L-4 <br />8F-16 <br />6' <br />- 0" <br />L-5 <br />8F-16 <br />8'- <br />0" <br />1 REAR SGD <br />L-6 -- <br />-- <br />8U8 -- <br />-- <br />4 <br />- 0 <br />___� <br />L-7 <br />8F-16 <br />5' <br />- 4" <br />FRONT PORCH <br />L-8 <br />_ <br />8F-16 <br />3' <br />- 4" <br />; FRONT PORCH <br />- <br />--- <br />- _ -..-- — <br />- <br />- - <br />- <br />L-9 <br />8F-16 <br />' - " <br />130 <br />! REAR PORCH <br />L-10 <br />L <br />8F-16 <br />4' <br />- 8" <br />REAR PORCH <br />1 <br />1 <br />1 <br />1- <br />1 <br />D <br />U <br />o <br />> E <br />L <br />N <br />O o <br />APEX <br />U) U <br />w <br />z_ q� <br />rA � <br />m <br />x <br />w <br />w <br />z <br />z <br />w <br />Q true design studios � <br />p <br />!Y <br />O <br />1 9000 REGENCY SQUARE BLVD. N <br />LL SUITE 100, JACKSONVILLE, FL 32211 <br />z0 904.821.5200 p <br />H -0 <br />> 0 OoRsHOMON' <br />U <br />J$WkA Zzz <br />LL <br />Q � <br />U <br />z <br />} <br />O <br />_J <br />O <br />z <br />U <br />w <br />i— <br />x <br />LU rr ^^ <br />Q vJ <br />Q � W <br />m � 7 <br />p Z W <br />w O Cn <br />O <br />w Q O <br />z m � p <br />� J LL! <br />0 M w w Q <br />F- w <br />LL <br />LL <br />Q r` <br />X <br />O O <br />z w <br />= w <br />U ~ <br />z <br />Abbott Park a <br />x <br />w — u- <br />°- - LOT 002-02-A w <br />Q <br />U <br />p <br />w <br />PROJECT NO: I�- <br />2020.001719 z <br />DRAWN: <br />SLC W <br />p <br />CHKD: LL <br />EAF O <br />0 <br />0 <br />LO <br />��rrr�� U) <br />•N•'�AIV, ���� w <br />:.` �•.• ENS ••.• '�. <br />Q <br />• � U <br />0 66 U) <br />* • •* �, <br />'0 : ; cr z <br />�' • ST TE OF •:�4/ • <br />.• <br />m <br />02-26-2020 O <br />z <br />REVISIONS: < <br />No. Description Date <br />w <br />U) <br />w <br />w <br />J <br />Q <br />-- L) <br />H <br />O <br />ST=3 z <br />O <br />p <br />CMU/METAL CONNECTOR ENGINEERING <br />