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]ocuSign Envelope ID: A4009781-616C-4779-89D3-82670B892C17 GENERAL MASONRY NOTES DC1 a® 0 M 7'-0" 6-8" - 6-6" 4'-2" 6'-8" 6'-8" 6'-8" 6'-8" 6 8 5,�q , T-0„ L iv l 1,_4" . 4'-8" 7'-0" 6'-8" 6'-8" 6'_8" 5'-4" 6'-8" 6'-0" 6-0"5'-4" 1'_4" �� 1 ST LEVEL STRUCTURAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. 8U LINTELS MAY BE FILLED OR UNFILLED. 8F LINTELS SHALL BE FILLED. LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-0" O.C., U.N.O. SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS MASONRY LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN FN INDICATES GROUT FILLED CELL WITH NO REINFORCING ■ NO.5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN �] OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Io; NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 1 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 LI LINTEL LINTE NO. DESCRIP L-I L-2_ L-3 - L-4 _ L-5 L-6 L-7 - L-8 — L-9 L-_ L-1 U NTEL SCHEDULE L MAX CLEAR COMMENTS TION SPAN 8F-1-32 16- 011 GARAGE DOOR 8U8 3' - 011 81J8 2' - 0" 8F-16 6' - 0" — _ 8F-16 8' - 0" REAR SGD 8U8 -4' - 0" -- _ 8F-16 5' - 4" FRONT PORCH 8F-16 _ 3' - 4" FRONT PORCH _8F-16 13' - 0" REAR PORCH 8F-16 4' - 8" REAR PORCH U 0 cri 0 N O LO 0 APEX-C U) U W z_ m w w Z Z tds W -6 Q trine design studios � 0 1 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 C z0 904.821.5200 p ,-• C O RIHORTON' 0 U � O J LL Q � U Z O J O z 2 U W I— W CL Q VJ 0 Mw W — m 0 W w O Cn 3: a - O W Q 0 z m > p w W Z a J 0 M W w a U laLL W IZ Q F� 0 X O 0 O 0 z w = f- U z IW- Abbott Park x CL w LL a_ LOT 013-03 w a - a U 0 LU PROJECT NO 2021.006634 z DRAWN: JAR w CHKD: LL MJP 0 0 0 LO %., GENs*-- •� <C U No 85166 0 ` 0 * • jz, pu by: • `n'0 . * ••`z i DQ� 71 EF43.9../.�� OR IV ON A' E��.` 0 05-18-2021 O z REVISIONS: No. Description Date w -- w - - I— w l._ U W H O ST=3 z O 0 ('.MI UMFTAI [:()NNFf.T()R FN[,INFFRIN[;