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4 <br />t. <br />a <br />T-0" 6'-8" le 6'-8" 6'-8" 6'-8" 6'-0" 64" 4'-8" 6-8" 6'-8" T-0" <br />8'4' 4'-5" 3'-S' L 6-8 6'-8' 6'-8" 5-0" 6-8" L 6-8" 6'-8" L T-O" <br />Fili ISIA 1 L <br />1/4;'= l'-O" WHEN PRINTED ON 22"x34" <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 61-8" 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 wl VERTICAL BAR IN FILLED CELL W1 MINIMUM <br />25" LAP REQUIRED, TYP AS SHOWN <br />NO. 5 BAR wl VERTICAL BAR IN FILLED CELL Wi MINIMUM <br />36" LAP REQUIRED, TYP AS SHOWN <br />(2) NO. 5 BAR wl 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 />NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />FRAMING KEY NOTES LqMU 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 W1 10d @ 3" O.C. <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH <br />FLOOR DECK TO SW DBL TOP PLATE W/ 1 Od @ 3" O.C. <br />4. HIGH UPLIFT CONNECTION: <br />*FASTEN EVERY STUD TO TOP PLTw/ 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 I <br />OR (2) SDWC15450 @ MAX 16"O.C. <br />• TOP PLATE TO HDR W/ SDWC1 5600 @ MAX 16" O.C. <br />5. FASTEN EACH BEAM TO MASONRY W1 META12 <br />:D <br />o <br />C") E <br />> ddmffftb� A 0 <br />A�f <br />C111 <br />0 <br />C:) 0 <br />CN <br />PEX -0 A <br />0 <br />00 a) <br />CY) <br />_j <br />LL <br />tdb <br />true design studios (D <br />z <br />0 <br />U) <br />9000 REGENCY SQUARE BLVD. <br />0 <br />< SUITE 100, JACKSONVILLE, FL 32211 C� <br />0 <br />0 <br />CD LS <br />C) <br />w <br />> <br />11HOMON"' <br />pup" <br />'00 ffl\s 0' om <br />f"I" lk"71 A 1.000 <br />w <br />< <br />C/) <br />z <br />w <br />(D <br />w <br />0L <br />C) <br />0 <br />C:) <br />CA <br />LO <br />>= <br />0 <br />z Uj <br />U) <br />U) <br />w <br />z Z LU <br />C/) <br />:D <br />00 0 w <br />LLJ <br />ry <br />LILI <br />LLJ <br />z 0 <br />FD <br />mrqw"m > <br />z 0 m 0 w Lij <br />low 0 <br />< w w <br />La LJJ w <br />r- <br />0 <br />i x <br />LL T_ <br />z <br />LL. <br />Tl_ <br />0 z <br />I-_ 0 <br />< 0 <br />w LIJ <br />0 <br />0- z <br />w <br />0 <br />LI_ <br />w <br />Abbott Park <br />0 0 <br />_j <br />LL LOT 054-03-A <br />< ------ - — — - --------------------------------------- - --- - - - - LILI <br />b < <br />z z <br />(D PROJECT NO: LLJ <br />0 1 2019.007603 0 <br />0 LL <br />- ----- ---- - ------------- -- - -- ---- - - -- - ----------------------- ----- - -- - - - --------- <br />z - 0 <br />m DRAWN: CRD <br />LINTEL SCHEDULE 0 C) <br />iBl......... . . - ---------------- - - ----------- ------------------ --- - <br />CHKD: <br />CLEAR SPAN LINTEL DESCRIPTION li <br />COMMENTS ~ EAF <br />i0me <br />X <br />........... .. — — - --------- ------------ -- - - w w <br />0- <br />PRESTRESSED GARAGE <br />8F-1-32 < < <br />DOOR <br />x <br />8U8 <br />< <br />8U8•Lq/��F ���� c�13 <br />- - ------------------- <br />8F-16 <br />co <br />8F-16 z <br />\6\E <br />8080 SGD/ REAR PORCH <br />0 N 5 6 <br />w <br />8F-16 REAR PORCH z <br />--- ------- 8F-16 REAR PORCH <br />------- ------------------------------ - ----- - -- - ------------ ---- - -- - -- ----- -------- --- ------ - -------- <br />8F-12 FRONT PORCH - ST <br />0 ST TE C <br />-.. 13 OF 441 <br />w W. co <br />75 40 0 0•AN <br />< z <br />R <br />z***,*** 3: <br />0 N A <br />..to* < <br />:D w <br />0 09/19/2019 0 <br />F- W <br />REVISIONS: w <br />< No. Description Date <br />------------------- ------- --- - - ----- ------- ------ ------ ---- - -- --- -- ------- - ---------------------- ------- ----- w <br />U) <br />cn <br />(D <br />0 <br />-- ------------ - - ---- ----- ------ - --- ---------- <br />0 <br />0 Z <br />Z----- ------- - - -- - --------------- -------------- - - - - ------ -------------------------- <br />0 <br />Aom, <br />w AW-W <br />X <br />w STMJ <br />0- <br />CIVIUMETAL CONNECTOR ENGINEERING <br />—I, F I —I IrFak 11-11 1ilrffiTFA_UFHlf__TF__ I fiFT W_IG _dd_F_,_,Fi__F__ I _F_ T­__l_ <br />