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DocuSign Envelope ID: 2E7133F2 A25D-40FE-83BD-6AF09DOOF33B <br />s <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = V-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 />MASONRYLEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />ISI 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/ 1 Od @ 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.G. <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />LINTEL SCHEDULE <br />LINTEL NO. CLEAR SPAN I LINTEL DESCRIPTION COMMENTS <br />U <br />0 <br />N <br />O <br />N O <br />O <br />N <br />N <br />00 <br />d' <br />O <br />o� <br />N <br />N <br />m <br />_I <br />LL <br />W <br />J <br />J <br />z <br />O <br />Y <br />U <br />Q <br />O <br />O <br />T_ <br />D W <br />I- <br />U � <br />o W <br />rn � <br />o > <br />N <br />m <br />W <br />Q <br />U) <br />U <br />z <br />W <br />(D <br />W <br />W <br />O <br />O <br />O <br />CA <br />I <br />N <br />L0 <br />ti <br />O <br />07 <br />(A <br />W <br />7 <br />U) <br />m <br />W <br />W <br />z <br />z <br />W <br />Q <br />O <br />IL <br />z <br />O <br />ry <br />O <br />n <br />Iz <br />O <br />U <br />Q <br />0 <br />O <br />J <br />LL <br />Q <br />U <br />z <br />(D <br />0 <br />O <br />z <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />3'-0" <br />8 U 8 <br />L-3 <br />2'-0" <br />8 U 8 <br />L-4 <br />6-0" <br />8F-16 <br />L-5 <br />_ <br />8'-0" <br />8F-16 <br />8080 SGD/ REAR PORCH <br />L-6 <br />9'-0" <br />8F-16 <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 />8F-16 <br />FRONT PORCH (ELEV B,E,F) <br />U <br />W <br />I— <br />X <br />W <br />CL <br />X <br />m <br />r) <br />LU <br />O <br />W <br />Q <br />z <br />W <br />E) <br />O <br />ILL <br />Q <br />U) <br />(D <br />O <br />O <br />z <br />v <br />W <br />I— <br />X <br />W <br />r <br />Q <br />R <br />tdb <br />>:;`aae de fix.:gn `st di?* s <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />DOH*HO190N' <br />\ Aar <br />- n� <br />z��0, �v� \ o :���Ae� <br />gr\ \o �V\�e`� Q <br />�Q\ \gam\.3Z� <br />3 1 aim <br />.Q <br />>N <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <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 />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />Qon any electronic copy U/ <br />w <br />Z 0� <br />J Lu <br />Uj O to <br />0 Q <br />> <br />O <br />IM <br />w <br />o <br />Q <br />a <br />� <br />w <br />w <br />� <br />X <br />LL <br />0 <br />W <br />I— <br />z <br />d <br />L <br />W <br />Abbott Park <br />Q <br />U <br />C0 <br />LOT 018-03-1 C <br />o <br />z <br />C7 <br />PROJECT NO: <br />W <br />0 <br />2021.014966 <br />w <br />O <br />DRAWN: <br />KME <br />o <br />CHKD: <br />MJP <br />U) <br />W <br />J <br />U <br />(n <br />(n <br />.�� •' C•E N S ' ��'. <br />Z_ <br />No 85166 •'• <br />* :• DocuSignedl bye: * <br />< <br />�-t]:,..... �tr� <br />STATE OF w„ <br />W <br />i0 <br />j7.. .t� 3F4671R ;i. <br />o <br />"I,, �� • O R ` V . • X <br />N <br />z <br />,Q A; <br />12-27-2021 <br />p <br />W <br />REVISIONS: _ <br />No. Description Date W <br />w <br />Q <br />i c <br />U) <br />O <br />z <br />0 <br />0 <br />STm3 <br />CMUIMETAL CONNECTOR ENGINEERING <br />