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DocuS:gn Envelope ID: 59E322ED-B805-4C40-9CBE-B6588D6B89B9 <br />v <br />F.z <br />T-0" 6'-8" , 6'-8" ,, 6-8" J. 6'-8" be 6-0" <br />5'-4" 4'-8" 6'-8" 6'-8" <br />T-0" <br />1.1'-4" 1, 8'-0" 4'-5" 3'-5" ), 6'-8" 6'-8" J, 6'-8" L 5'-0" 6-8" 6'-8" 6'-8" T-0" <br />1 ST LEVEL STRUCTURAL 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 />MASONRY LEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />El 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 />O <br />N � <br />O <br />N O <br />O O <br />APEX <br />N E3 <br />00 N <br />CD cu <br />O <br />N <br />N <br />co <br />—J <br />LL � <br />W <br />tds <br />J true design studios a)> <br />Z <br />O <br />U) <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />O � <br />O <br />� W � <br />Cn <br />> AHONON <br />U) 0 No <br />rn <br />0 <br />o <br />N m �? <br />W <br />d <br />U <br />} N <br />Z <br />W <br />O <br />W <br />This item has been electronically <br />O signed and sealed by Justin M Lanier, <br />O PE on the date and/or time stamp <br />O shown using a digital signature. <br />Printed copies of this document are <br />Cr not considered signed and sealed <br />nd the signature must be verified <br />I` >=�by a 3rd Party Certificate Authority <br />O Qon any electronic copy v <br />Z I L I <br />Ww I..I..I <br />z J Z � <br />O w <br />m <br />LLJ <br />CK <br />LLJ <br />W Q <br />z Q O <br />z <br />> 0 <br />Z m w <br />W w W <br />J 2 <br />0 w w <br />O <br />J X <br />zILL T_ <br />Z <br />O O <br />Q 0 <br />Ir W <br />O I— <br />a- z <br />0 <br />C IL <br />0 W <br />J <br />Abbott Park Q <br />O C <br />J U) <br />U_ LOT 035-02 0 <br />Q W <br />C z <br />Z O <br />OPROJECT NO. W <br />J 2021.011081 0 <br />O u- <br />z DRAWN: �+ O <br />leAS <br />LINTEL SCHEDULE w <br />LINTEL NO. CLEAR SPAN <br />CHKD: <br />LINTEL DESCRIPTION COMMENTS X MJP <br />W W <br />L-1 <br />16-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />3'-0" <br />8U8 <br />L-3 <br />2'-0" <br />8U8 <br />L-4 <br />6-0" <br />8F-16 <br />L-5 <br />8'-01, <br />8F-16 <br />8080 SGD/ REAR PORCH <br />1-6 <br />9'-0' <br />_ <br />8F-16 <br />REAR PORCH <br />L-7 <br />11'-8" <br />8F-16 <br />REAR PORCH <br />CL <br />UU) <br />X <br />LAIVjFle,J* <br />vD <br />�•.�\G E 1V SF..Q .� <br />Z <br />0 <br />• <br />No 85166 '. <br />Q <br />W. <br />W <br />Z <br />.. DocuSigned 6y: '�' •� <br />L-8 4'-8" 8F-12 FRONT PORCH (ELEV A) O : L-9 4'-8" 8F-16 FRONT PORCH (ELEV B,E,F) W O ••• ? 1 7�A 135._. u �` fU) <br />.0R�, <br />cn z <br />',,��5 <br />O 09-17-2021 0 <br />1= W <br />U_ REVISIONS: <br />U r <br />Q No. Description Date W <br />W J <br />Q <br />>- C <br />C� U) <br />O H <br />Z z <br />r O <br />C 0 <br />W <br />H <br />X ST=3 <br />W <br />n <br />CMU/METAL CONNECTOR ENGINEERING <br />