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DocuSign Envelope ID: FC1A8297-BD99-4D7E-BDDF-B7BADABCD430 <br />0 <br />v <br />I <br />C9 <br />I <br />T-0" 6'-8" ,, 6'-8" ,, 6'-8" 4 6'-8" le 6'-0" Je 54" -9 4'-8" 6'-8" oe 6'-8" K 7'-0" <br />1,1'4" L 8'-0" 4'-5" T-5" 6-8" 6'-8" 6'-8" 5'-0" L 6'-8" L 6'-8" L 6'-8" T-0" <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />b <br />cq <br />0 <br />M <br />GENERAL MASONRY NOTES DC1 <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />U _ <br />O <br />E <br />> <br />1V <br />8U LINTELS MAY BE FILLED OR UNFILLED. N O > <br />U. <br />8F LINTELS SHALL BE FILLED. c:) O <br />- LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. U?T­ APEX O <br />. DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. N 0 <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 />MASONRY LEGEND M <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN _j <br />LL <br />INDICATES GROUT FILLED CELL WITH NO REINFORCING W <br />J tds <br />Q <br />J ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM true design studios � <br />30" LAP REQUIRED, TYP AS SHOWN Z <br />O <br />Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM U) <br />30" LAP REQUIRED, TYP AS SHOWN Y 9000 REGENCY SQUARE BLVD. 0' <br />OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Q SUITE 100, JACKSONVILLE, FL 32211 <br />pl <br />o] NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, O 'C5 <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN cn! <br />cn; <br />FRAMING KEY NOTES (,CMU) DC1 w_������� <br />i <br />ut <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLANOo 0! <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > i a)l o"MON, <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />OPENINGS. o �� <br />"..:Aw <br />2• SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN w <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP Q <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: } N <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. U' <br />W <br />4. HIGH UPLIFT CONNECTION: w <br />- FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. c:) <br />- SECOND LEVEL WALL STUDS STRAPPED TO FIRST O <br />LEVEL 0') <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) LO <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 ti <br />OR (2) SDWC15450 @ MAX 16" O.C. O U) <br />- TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. z LLJ <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 U) <br />U) LU L.L <br />W <br />z J z w <br />m <br />LLJ O <br />w Qw <br />z <br />> o <br />w m Lu o0 <br />0 J W 2 <br />LL1 LLI ti <br />O �' X <br />U_ LL <br />Z <br />O z <br />I-_ O <br />Q 0 <br />w w <br />O F- <br />w z <br />O a_ <br />_w <br />Q w <br />ABBOTT PARK Q <br />O U <br />Q LOT 021-02 0 <br />-- - - - w <br />a <br />z z <br />O PROJECT NO w <br />-j 2021.006627 <br />O w <br />z DRAWN: <br />LINTEL SCHEDULE C) KME o <br />w CHKD: U')LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS X MJP U) <br />W w <br />L-1 <br />16-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />T-0" <br />8 U 8 <br />L-3 <br />2'-0" <br />8 U 8 <br />L-4 <br />-- 6'-0" <br />8'-0" <br />9'-0" <br />8F-16 <br />8F-16 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />REAR PORCH <br />L-5 <br />L-6 <br />L-7 <br />1 V-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />4'-8" <br />8F-12 <br />8F-16 <br />FRONT PORCH (ELEV A) - <br />FRONT PORCH (ELEV B,E,F) <br />L-9 <br />Q <br />U <br />X <br />Q <br />1111111111j, <br />` \N LA�,, <br />U)Iv <br />CID.` <br />,��. �Si <br />• • •' C•E N S ' .'9 •� <br />Z <br />�\ F <br />W <br />Z <br />No 85166 <br />'*= <br />Q <br />} <br />-*' <br />= rr--D*uSigned by: = <br />:Ir <br />i <br />Uj <br />T\ OF '1/� <br />O ••4_�3F46711DACDEF4.35.�(/ <br />O R z <br />Q <br />O 05-18-2021 p <br />� w <br />U REVISIONS: Uj <br />Q No. Description Date w <br />U) J <br />- - Q <br />0 _ (n <br />O F- <br />0 O <br />2 O <br />U <br />w <br />H <br />X <br />w ST=3 <br />CMUIMETAL CONNECTOR ENGINEERING <br />