Laserfiche WebLink
v <br />I <br />1 ST I" EL DOWEL PTA C IIVI IIV T PIA N <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />GENERAL MASONRY NOTES DC1 <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />U <br />0 <br />C6 <br />rn <br />8U LINTELS MAY BE FILLED OR UNFILLED. N O <br />• 8F LINTELS SHALL BE FILLED. N <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. LO <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. 04 <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />O <br />MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE rn <br />SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />CV <br />_ <br />DOWEL LEGEND <br />c� i <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />J <br />- - - - ---- - -------- -- ---- ---- <br />L=- <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />L <br />25" LAP REQUIRED, TYP AS SHOWN <br />.J <br />J <br />NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />36" LAP REQUIRED, TYP AS SHOWN <br />Z <br />O <br />o (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />(n <br />25" LAP REQUIRED, TYP AS SHOWN <br />U <br />OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />of NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />00 <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />LU_ <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />Uo <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />> <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />OPENINGS. <br />J <br />2 <br />i3 <br />4 <br />,5 <br />m <br />SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />W <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />Q <br />PLATES. ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />ON DETAIL SHEET. <br />U) <br />ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: <br />} <br />A IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS <br />BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ Y O.C. <br />Z <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH <br />W <br />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />W <br />HIGH UPLIFT CONNECTION: <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />O <br />O <br />• SECOND LEVEL WAIL STUDS STRAPPED TO FIRST <br />O <br />LEVEL <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONL`( w/ WOOD FRAMED FIRST LEVEL) <br />LO <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />ti <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />b <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />Z <br />FASTEN EACH BEAM TO MASONRY W/ META12 U) <br />W <br />z <br />U) <br />m <br />W <br />w <br />z <br />z <br />w <br />0 <br />0z <br />0 <br />LL <br />Z <br />0 <br />O <br />IZ <br />0 <br />U <br />Q <br />0 <br />ix <br />O <br />J <br />U_ <br />Q <br />U <br />z <br />} <br />C� <br />O <br />O <br />z <br />LINTEL SCHEDULE <br />W <br />_LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS X <br />PRESTRESSED GARAGE <br />L-1 <br />16-0" <br />8F-1-32 <br />DOOR I <br />_ <br />L-3 <br />-I_-__-6'-0" <br />+ 2'-0" <br />8 U 8 <br />L 4 <br />8F-16 <br />L-5 -' <br />- -- - --- --- _�_.._--- <br />8F--16_ <br />8080 SGD/ REAR PORCH <br />8F-16 - —�---- <br />--- - — -- <br />-REAR PORCH <br />L-6� <br />9'-0" <br />L-7 <br />11'-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />8F-16 <br />i FRONT PORCH <br />w <br />CL <br />X <br />m <br />W <br />- - ----- ------ - O <br />w <br />Q <br />Z <br />U) <br />O <br />H <br />U_ <br />Q <br />0 <br />O <br />J <br />O <br />z <br />U <br />w <br />H <br />X <br />W <br />m <br />I <br />t/w\ a <br />ds <br />tree design studios � <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />Q <br />CU <br />QU) <br />0o w <br />_j z w <br />w <br />O LLJ _ w <br />Q O <br />> o <br />m w <br />cl J w w <br />w w <br />LL X <br />Q <br />0 <br />0 <br />z <br />a <br />U_ <br />W <br />Abbott Park -� <br />U <br />LOT 004-02-A o <br />w <br />Q <br />Z <br />(D <br />U) <br />PROJECT NO: W <br />2020.001722 0 <br />LL <br />O <br />DRAWN: <br />KG o <br />O <br />CHKD: Ln <br />EAF U) <br />w <br />J <br />U <br />,,`�tttttrtrrrrr��� (A <br />LqN� <br />�J •� ••ENS•�'9 z <br />.� <br />0 85 66 % Q <br />` <br />► - I <br />- - 1 <br />�13 % S TE OF : 4U ` <br />Cn <br />••...... <br />�rO N Ai � -- <br />02-25-2020 0 <br />w <br />REVISIONS: <br />No. Description Date ~ <br />Ill <br />J <br />U <br />H <br />O <br />Z <br />O <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />