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DocuSign Envelope ID 725AB187-9418-4337-A635-794511AE33AD <br />GENERAL MASONRY NOTES DC1 <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />I <br />0 <br />d' <br />'4- <br />J1 <br />o <br />4'-5" J S-5" <br />MN <br />L�� <br />RIM <br />An <br />i1 <br />ma <br />r5011111 <br />T-0" 6'-8" 6'-8" 6-8" 6'-8"- 6-0„ 64" 4--8" I, 6-8" 6'-8" - 7,-0" <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />8U LINTELS MAY BE FILLED OR UNFILLED. <br />N <br />O <br />8F LINTELS SHALL BE FILLED. <br />LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />CD <br />APEX <br />O <br />DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8' O.C., U.N.O. <br />T_ <br />� <br />0 <br />N <br />SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />X <br />MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />rn <br />aD <br />SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />N <br />-- — - - -- <br />MASONRY LEGEND <br />cc i <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />- -- <br />_j <br />�j INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />W <br />J <br />� , <br />■ <br />NO.5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />> <br />true design studios <br />j <br />30" LAP REQUIRED, TYP AS SHOWN <br />Z <br />O <br />O <br />(2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />(n <br />30" LAP REQUIRED, TYP AS SHOWN <br />U <br />9000 REGENCY SQUARE BLVD. <br />Q) <br />SUITE 100, JACKSONVILLE, FL 32211 <br />❑ <br />OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />< <br />O <br />of <br />NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />O <br />I <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />� <br />FRAMING KEY NOTES (CMU) DC1 2 � <br />041H09ON <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Uo <br />(SEE SHEET ST 1 & 5 FOR TYPICAL NOTES) <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN > +" <br />OPENINGS. -j <br />m <br />2 SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET IN W <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ¢ <br />ON DETAIL SHEET. 0 <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: r <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: 0� This item has been electronically <br />e FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. 0 signed and sealed by Justin M Lanier, <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST O PE on the date and/or time stamp <br />LEVEL (3) shown using a digital signature. <br />Printed copies of this document are <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. not considered signed and sealed <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) LO and the signature must be verified <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 by a 3rd Party Certificate Authority <br />on any electronic copy <br />OR (2) SDWC15450 @ MAX 16" O.C. O Q. A <br />. TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. z W <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 (W <br />ILL! W <br />Jz w <br />m <br />LLJ Oty- <br />u� <br />W <br />W p <br />W Q o <br />z > <br />m w o ¢ <br />z o <br />w <br />o � J w w <br />0 w <br />O X <br />WLL <br />z <br />O z <br />O <br />W <br />w <br />O I — <br />a z <br />O a <br />¢ W <br />� J <br />Abbott Park ¢ <br />O U <br />J - U) <br />LOT 019-03-1 B o <br />¢ w <br />U ¢ <br />z z <br />O <br />PROJECT NO: W <br />O p <br />O 2021.014961 W <br />- - DRAWN: <br />LINTEL SCHEDULE KME o <br />-- <br />w <br />LINTEL N07 CLEAR SPAN <br />F_ - -- <br />L-1 <br />16-0" <br />3 0" <br />L-2 <br />L-3 <br />L-4 <br />2 0" <br />6 0" <br />L-5 <br />8'-0" <br />L-6 <br />9'-0" <br />- 11'-8" -- <br />4'-8" <br />L-7 <br />L-8 <br />- L-9 <br />4'-8" <br />CHKD � <br />LINTEL DESCRIPTION COMMENTS X MJP � <br />W W <br />8F-1-32 PRESTRESSED GARAGE Q Q <br />DOOR X U <br />- - -- <br />8U8 } �� �5 •,.....,N/F ,i, CD <br />-- _ <br />8F-16 -, •,.• G E N <br />8F-16 8080 SGD/ REAR PORCH p <br />_ 8F-16 _ REAR PORCH W <br />817-16 REAR PORCH Z <br />8F-12 FRONT PORCH (ELEV A) O ' <br />— - STATE OF <br />8F-16 FRONT PORCH (ELEV B,E,F) W '•, _lL�� (n <br />-F4671 Q�35... CD <br />z �'4ee9/0iiii �_- ,`` <br />O 12-29-2021 0 <br />F= w <br />U_ REVISIONS: LU <br />W <br />¢ No. Description Dates W <br />Q <br />U <br />O � I- <br />-- -- -- O <br />U <br />w <br />H <br />X ST=3 <br />W <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />