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DocuBign Envelope ID: B32112A2-C6C1-4AA9-8481-B116560E8134A <br />- — —1— <br />0 <br />v <br />1'-4" 8'-0" 4'-5" T-5" ,, 6'-8" r 6'-8" r 6'-8" r 5'-0" a 6'-8" , 6'-8" , 6'-8" T-0" <br />I. T-0" I, 6'-8" I. 6'-8" L 6'-8" L 6'-8" L 6'-0" L 64" L 4'-8" L 6'-8" I. 6'-8" I. T-0" I. <br />1ST LEVEL DOWEL PLACEMENT PLAN <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 />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 />MASONRY LEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />N INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" 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 />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 />0 <br />> <br />O <br />N <br />N <br />CD <br />� <br />a <br />o <br />0 <br />Nc <br />APEX <br />o <br />N <br />M <br />r6 <br />N <br />N <br />co <br />_J <br />LL <br />W <br />tds <br />� <br />J <br />J <br />i-i <br />a)? <br />true design studios <br />Z <br />O <br />U) <br />U <br />9000 REGENCY SQUARE BLVD. <br />-� <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />p <br />O <br />O <br />Z <br />W <br />U) <br />CY)W <br />U10190N <br />> <br />ofry <br />m <br />W <br />Q <br />Q <br />d <br />W <br />U <br />Z <br />W <br />0 <br />W <br />C) <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />C) <br />CY) <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />ti <br />and the signature must be verified <br />>11111101by a 3rd Party Certificate Authority <br />Qon any electronic copy I — <br />V/1 <br />Z <br />U) <br />W <br />Qw <br />W <br />-� z w <br />120 O <br />W <br />W U) <br />W QW <br />z <br />> o <br />W m w 0 <br />elf <br />w <br />0 0 J wLLIOJ �' X <br />ILLLL <br />z <br />O z <br />H O <br />Q 0 <br />W W <br />O F_ <br />a z <br />O a <br />LL_ <br />p W <br />Abbott Park Q <br />O U <br />J W <br />LI_ LOT 024-02 0 <br />Q W <br />U Q <br />Z Cz7 <br />OPROJECT NO: W <br />1 2021.009234 0 <br />O u- <br />Z O <br />DRAWN: ----- <br />LINTEL SCHEDULE U JAR o <br />W CHKD: L0 <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS X MJP U) <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />3'-0" <br />8 U8 <br />L-3 <br />2'-0" <br />8 U8 <br />L-4 <br />6-0" <br />8 F-16_ <br />L-5 <br />8'-0" <br />8F-16 <br />8080 SGD/ REAR PORCH <br />L-6 <br />9'-0" <br />8F-16 <br />_ <br />REAR PORCH <br />L-7 <br />11'-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />8F-12 <br />FRONT PORCH (ELEV A) <br />L-9 <br />4'-8" <br />_ _ <br />8F-16 <br />FRONT PORCH (ELEV B,E,F) <br />W W <br />� <br />U <br />X <br />Q <br />`,,��rrrrrr11ij11 <br />W <br />i <br />No 85166 <br />Q <br />Lij <br />Z <br />.. * ; DocuSigned by: '• * •� <br />Op.....n <br />:Cry <br />O3U71 <br />W <br />Df{EDEF4t4t, <br />(n <br />Q 'ice F •. Q R �� �.` Z_ <br />cn Q <br />O 08-03-2021 0 <br />W <br />U_ REVISIONS: <br />U- = <br />Q No. Description Date W <br />U) <br />O O <br />z <br />= 0 <br />U <br />W <br />I— <br />X <br />W ST=3 <br />n <br />CMU/METAL CONNECTOR ENGINEERING <br />