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e <br />Y <br />1'-4" 8'-0" <br />4'-5" ,, 3'-5" <br />CAI <br />ma <br />5'-0" <br />m <br />T-0" <br />�, T-0" �, 6'-8" ;_ 6-8" 6'-8" 6'-8" p 6-0" 5'-4" 4'-8" 6-8" , 6'-8" , T-0" �, <br />1 ST I"EL DO W EL PIA C ENI ENT 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 />LINTEL M Y E F <br />rn <br />8U S A B ILLED OR UNFILLED. N O <br />8F LINTELS SHALL BE FILLED. 04 <br />O <br />LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL.APEX <br />DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. CN 0 <br />SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE 0) <br />SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />04 <br />DOWEL LEGEND M <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN —j <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUMtds <br />25" LAP REQUIRED, TYP AS SHOWN J <br />J a)NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUMS studios <br />36" LAP REQUIRED, TYP AS SHOWN Z <br />O <br />(2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM (n <br />25" LAP REQUIRED, TYP AS SHOWN Y <br />U 9000 REGENCY SQUARE BLVD. c <br />OPT. NO 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED < SUITE 100, JACKSONVILLE, FL 32211 O <br />NO, 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, O <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN O .- <br />T <br />LLI <br />FRAMING KEY NOTES ,CMU) Dc1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o U) D#HNON' <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > N <br />I 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N <br />OPENINGS. J <br />m <br />2 SEE INTERIOR SHEARWAALL DETAIL ON DETAIL SHEET. IN LLJ ZZ <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE � <br />ON DETAIL SHEET. <br />U <br />3 ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: >_ <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS U <br />BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. Z <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH W <br />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. (7 <br />W <br />4. HIGH UPLIFT CONNECTION: Ix <br />-FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. c:) <br />O <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST O <br />LEVEL O <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. I-L <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) L <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 >= <br />OR (2) SDWC15450 @ MAX 16" O.C. Q <br />. TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. Zit < w <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />L------ ------------ ----- -- — Z ry <br />,n J w <br />Uj O u) <br />w p <br />W Z Q O <br />> o <br />w w W <br />o p JW� <br />w <br />x <br />Z a <br />LL <br />LL <br />O z <br />F_ O <br />cl <br />w w <br />O 1- <br />a z <br />w <br />O a <br />U W <br />p W <br />Abbott Park d <br />O U <br />J (� <br />U_ LOT 001-02-A o <br />Q w <br />z z <br />c� U) <br />O PROJECT NO: w <br />J 2020.001718 U_ <br />O <br />- ---- — - DRAWN: <br />LINTEL SCHEDULE v KLO <br />G <br />w CHKD: <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS X EAF <br />W W <br />---- ----- - --- - ---- - - - - fZ - . J <br />PRESTRESSED GARAGE <br />8F-1-32 DOOR Q < <br />- L-2 --- --- 3'-0" - 8U8 - -- — — <br />L 3 2'-0' 8U8 <br />L 4 6'-0" BF-16 m Z_ <br />, <br />L-5 8'-0" 8F-16 8080 SGD/ REAR PORCH Q ?� <br />L-6 9'-0" 8F-16 REAR PORCH W <br />L-7 11'-8" 8F-16 REAR PORCH z <br />L-8 4'-8" 8F-12 FRONT PORCH O <br />- - - - <br />w U) <br />2 O <br />Q Z <br />Z <br />O 02-25-2020 <br />w <br />U_ REVISIONS: LU <br />U_ - <br />No. -Description Date w <br />U J <br />>- U <br />C� - -- U) <br />O I- <br />z------ Z <br />= O <br />U 0 <br />LU <br />I- <br />X ST=3 <br />W <br />Q_ <br />CMU/METAL CONNECTOR ENGINEERING <br />