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)ocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 <br />8'-4" <br />1 ST LEVEL STRUCTURAL PLAN <br />1/4" = V-0" WHEN PRINTED ON 22" 04" <br />in <br />64" <br />In <br />f <br />8'-4" <br />GENERAL MASONRY NOTES DC1 <br />6 <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. C <br />N E <br />• 8U LINTELS MAY BE FILLED OR UNFILLED. N O <br />• 8F LINTELS SHALL BE FILLED. o v <br />N <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. U? c0 <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 8'-0" O.C., U.N.O. 00 y. <br />APE <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. d U <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS ' <br />.— of <br />N <br />MASONRY LEGEND M <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN _j 06\ <br />N INDICATES GROUT FILLED CELL WITH NO REINFORCING I. j <br />J .0 <br />J <br />0 NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 5; <br />t S <br />30" LAP REQUIRED, TYP AS SHOWN <br />O true design studios j <br />Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN Y <br />U <br />❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED < 9000 REGENCY SQUARE BLVD. <br />(� NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, O SUITE 100, JACKSONVILLE, FL 32211 C6 <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN Q <br />FRAMING KEY NOTES (CMU) DC1 LLI H c <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o _ <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > b <br />011HOMON <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N N <br />OPENINGS. -J <br />m � / <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN W �r <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ZZ <br />ON DETAIL SHEET. <br />Cl 6200 LEE VISTA BLVD, STE 400 <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: U) ORLANDO, FL 32822 <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS U P: 407-850-5200 <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. (D <br />W <br />4. HIGH UPLIFT CONNECTION: <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. 0 <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST O <br />LEVEL <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) UA <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />OR (2) SDWC15450 @ MAX 16" O.C. O <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. z I _ <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 U) W <br />I LLI Uj <br />z_ <br />100 w <br />w O 0 <br />W <br />z M <br />Z W o <br />W <br />N w <br />o � � w <br />,� w <br />Z W W <br />O �' <br />o z <br />U O <br />Q 0 <br />w <br />z <br />O Abbott Park <br />a. <br />LL <br />Q U_ <br />v -LOT 017-02 J <br />z Q <br />U <br />� U <br />O 0 <br />- - - _ O w <br />OPROJECT NO: Q <br />LINTEL SCHEDULE z 2021.006636 z <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS U <br />w DRAWN: <br />JAR w <br />PRESTRESSED GARAGE ~ 0 <br />L-1 16'-0" 8F-1-32 DOOR W CHKD: <br />U_ <br />L-2 T-O" sus - CL MJP O <br />L-3 2'-0" 8U8 X o <br />L-4 8'-0" 8F-16 SGD Q LO <br />L-5 64" 8F-16 REAR PORCH } ,tttt��ttttt��i U) <br />L-6 13'4" 8F-16 REAR PORCH pp ���� SIN Lq/U ��i� W <br />W�.•�\G SF•. .� U <br />No 85166 (n <br />to <br />O = _- <br />D�uSigned by: (� <br />W _.0. <br />?1 % TAl O '• 4/4' Z <br />F <br />/,. <br />Q I C)� • � 3F4671 DACE. F 1 �4 <br />�,0 ; 9/0 N A_ e��� � <br />O tttttt <br />F_ 05-18-2021 Z <br />U_ <br />REVISIONS: <br />Q <br />Sn No. Description Date <br />} W <br />O 2 <br />O w <br />Z J <br />2 Q <br />U U <br />H <br />X H <br />O <br />a ST= z 3 CMU/METAL CONNECTOR ENGINEERING¢ 0 <br />