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--ill->:_-1 I1 <br />g <br />Y <br />r <br />6'-8" 6'-8" 6'-8" , 6'-8" 1 6'-0" a 5'-4" e 4'-8" 6'-8" 6'-8" e 7'-0" <br />1'-4" 1, 8'-0" L 4'-5" L T-5" L 6'-8" 6'-8" J, 6'-8" - � 6-_0--" - I. 6'-8 ), ----6'-8°- _ _ L 6'-8" L T-0" <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = V-0" WHEN PRINTED ON 22" 04" <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 />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 />Oo (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 />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 />I <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 />o '`- <br />m E <br />> O <br />rn � <br />0 <br />N <br />O p <br />APEX <br />0 v <br />N <br />O cu <br />O <br />� t6 <br />C <br />N <br />N <br />m <br />J <br />U_ «� <br />W <br />tds <br />J � <br />true design studies <br />Z <br />O <br />L7 � <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 vi <br />O_ <br />o <br />O w <br />CO) <br />W r_ <br />U ~cn <br />> 01HOMON' <br />0)0 <br />p <br />N <br />m <br />w <br />Q � <br />U <br />U <br />Z <br />W <br />(D <br />W <br />O <br />O <br />O <br />O <br />u7 <br />Z a vJ <br />co �w <br />00 WQ <br />/ <br />w ry <br />z J Z w <br />U) O cry <br />m <br />LLI <br />w <br />w pw <br />z Q O <br />> o <br />w m w <br />o p Jw <br />o� <br />w � I� <br />J X <br />z aLjL <br />z <br />0 0 <br />o <br />w <br />a z <br />0 IL <br />U U_ <br />p W <br />Abbott Park Q <br />O U <br />J fA <br />U_ LOT 003-01-A o <br />Q w <br />z Z <br />PROJECT NO: w <br />O p <br />O 2019.007595 w <br />z O <br />LINTEL SCHEDULE <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS <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 />L4 <br />6'-0" <br />L-5 <br />8'-0" <br />8F-16 <br />8080 SGD/ REAR PORCH <br />L-6 <br />9'-0" <br />8F-16 <br />REAR PORCH <br />L-7 <br />1 V-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />8F-12 <br />FRONT PORCH <br />DRAWN: <br />U JMM o <br />w- CHKD: LO <br />f <br />EAF cn <br />x <br />w W <br />� J <br />Q .� - %N LAN �i <br />m���� �.• E N s�.;4 ��' Z <br />w <br />• V51 Z-0:; Li <br />O ;. STA OF . �.� <br />441 <br />` <br />;o•. : . <br />�i s ' • • ...... A1:1 <br />ZON Eri%� <br />O 09-23-2019 p <br />�- w <br />_U REVISIONS: <br />U_ r <br />Q No. Description Date w <br />(n _J <br />Q <br />-- cn <br />O I- <br />J 0 <br />Z Z <br />= O <br />U <br />w <br />I— <br />X <br />ST=3 <br />a <br />CMU/METAL CONNECTOR ENGINEERING <br />