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-. It 1,1' <br />DocuSign Envelope ID. 73183216-6612-4252-8453-A9FCCD7D2984 <br />GENERAL MASONRY NOTES DC1 Q <br />U <br />6 <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. N <br />0 <br />I �- -1__ I L I <br />0 <br />v <br />I <br />A <br />v <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />E <br />ft <br />� <br />y <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 />NN <br />U?APE <br />O <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8' O.C., U.N.O. <br />00 <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />j< <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />o <br />0D <br />a) <br />1 <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />N <br />c <br />MASONRY LEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />LL <br />tds <br />I d INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />J <br />J <br />-6 <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />true design studies <br />30" LAP REQUIRED, TYP AS SHOWN <br />Z <br />O <br />0 (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />U) <br />r <br />30" LAP REQUIRED, TYP AS SHOWN <br />9000 REGENCY SQUARE BLVD. <br />a) <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />C> <br />LG� NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />O <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />j <br />--- <br />FRAMING KEY NOTES (CMU) DC1 <br />'HOMN' <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />a <br />us <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />Cl) <br />Q) <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />OPENINGS. <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />W <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />Q. <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 />Cn <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS <br />U <br />BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />Z <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH <br />W <br />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />(D <br />4. HIGH UPLIFT CONNECTION: <br />0� <br />This item has been electronically <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />0 <br />signed and sealed by Justin M Lanier, <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />O <br />sh on the date andtime stamp <br />shown using a digital signature. <br />LEVEL <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />Printed copies of this document are <br />considered signed and sealed <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />>.not <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SIP 1 <br />i` <br />any electronic copy I w <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />O <br />Qon <br />V, <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />z <br />, t ' <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />0 <br />tv W L1—J <br />LINTEL NO. <br />L-1 <br />L-2 <br />- L-3 - <br />L-4 - - <br />L-5 <br />L-6 <br />L-7 <br />L-8 - <br />L-9 <br />W <br />W <br />0 z W <br />m <br />LLJ O Cn <br />� 0 <br />W <br />W <br />Z <br />0 > 0 Q <br />z m LL <br />W LLl <br />o � J LL] <br />L <br />OJ �' X <br />LL � Lj_ T <br />O z <br />H O <br />Q 0 <br />X W <br />O I — <br />a z <br />O a <br />U LL <br />Q W <br />� Abbott Park JQ <br />O 0 <br />W LOT 003-04-1 C 0 <br />Q w <br />0 Q <br />Z Z <br />0 <br />} 0 <br />OPROJECT NO: W <br />J 2021.014965 0 <br />O W <br />- - Z DRAWN. O <br />LINTEL SCHEDULE 0 ASH a <br />W CHKD - --- U*)CLEAR SPAN LINTEL DESCRIPTION COMMENTS X VA <br />_ --- <br />W W <br />a J <br />PRESTRESSED GARAGE Q <br />16'-0" 8F-1-32 DOOR Q 0 <br />3'-0" 8U8 _ _ _ `z NI Lq ��� 0 <br />2'-0„ <br />9'-0" <br />11'-8" <br />4'-8" <br />4'-8" <br />8 U 8 ���� JS, .... , N/, ��i (A <br />- - - - ,4 i <br />8F-16J,.�%C E NSA.. ��� Z_ <br />- . <br />8F-16 8080 SGD/ REAR PORCH 0 <br />8F-16 REAR PORCH Z = * c�S�d bpi.* <br />8F-16 REAR PORCH = ?� 0 <br />8F-12 FRONT PORCH (ELEV A) O <br />- -- STATE OF 4/ <br />8F-16 FRONT PORCH (ELEV B,E,F) W '•, U) <br />�3F4671 ,, $5... CD <br />U) 1111111111110t Q <br />O 12-29-2021 0 <br />F= w <br />U_ REVISIONS: <br />U_ - F— <br />No. Description Date W <br />U)--t J <br />0 <br />(� cn - <br />O F— <br />OJ O <br />z - 0 <br />= 0 <br />U <br />W <br />F— <br />X <br />W ST-3 <br />W <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />