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e <br />FOUNDATION PLAN <br />Ir <br />4'-0' 111 4-0 <br />D -L I-] L- -F <br />J L <br />�I I <br />© 2022 RECTOR RESIDENTIAL DESIGN, INC <br />- ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED <br />- SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS <br />- PROVIDE SOLID BLOCKING OVER SUPPORTS <br />- ALL FOOTINGS TO REST ON UNDISTURBED SOIL <br />- PROVIDE SUPPLEMENTAL JOISTS/5LOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN <br />m PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (UNO) <br />- PROVIDE COPY OF CONCRETE 'BATCH TICKET" ON SITE FOR REVIEW BY BUILDING OFFICIAL <br />NOTE USE MIN, 6" WIDE POST BELOW BEAM SPLICES <br />FOOTING <br />SCNEPULE <br />USE P.T. 4 X 4 POSTS BELOW 4 X BEAMS UNO. <br />USE PT_ 6 X 6 POST BELOW 6 X BEAMS UNO. <br />O18 <br />PT_ <br />POST ON 18" DIA. X 8" <br />THICK SONG FOOTING <br />O24 <br />PT_ <br />POST ON 24' DIA. X 12" <br />THICK GONG FOOTING <br />O <br />PT. <br />P05T ON 30" X 30' X <br />12" THICK OONO, FOOTING W/ 3-' 5 BARS EACH WAY <br />3C <br />36 <br />P.T. <br />POST ON 36" X 36" X <br />12' THICK GONG. FOOTING W/ 3- • 5 BARS EACH WAY <br />❑� <br />P.T. <br />POST ON 42' X 42' X 12" THICK CONC. FOOTING W/ 4- ° 5 BARS EACH WAY <br />42 <br />FOOTING SIZES BASED ON <br />1SOO peF SOIL BEARING OAPACTY <br />e <br />PROPOSED <br />UPPER FLOOR FRAMING PLAN <br />© 2022 RECTOR RESIDENTIAL DESIGN, INC <br />SCALE 1/4' = I-0' <br />- ALL DOOR/IUINDOW HEADERS TO BE 6X8 DF2 AT 2X6 BEARING WALLS, UNO, 6'-O" MAX_ SPAN <br />- ALL DOORN➢NDOW HEADERS TO BE 4XIO DF^. AT 2X4 BEARING WALLS, UNO, 6'-0' MAX. SPAN <br />- PROVIDE FIREBLOCKING AS REQUIRED PER Li <br />- WINDOW HEADERS AT ai ABOVE SUB FLOOR, UNO_ <br />- EXTERIOR WALLS TO BE 2X6 AT I6" O.C., UNO. <br />- INTERIOR PARTITIONS TO BE 2X4 AT I6' O.G. (2X6 a PLUMBING WALLS) UN.O. <br />- PROVIDE SUPPLEMENTAL JOISTS/BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN <br />® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (UNO) <br />- FLOOR JOISTS AND BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN <br />ON THIS PLAN, 'EQUAL' IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS <br />WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. <br />PROPOSED <br />SCALE : 1/4'= V-0" <br />POUNIDAI ION 4 <br />FRAMING FLAN <br />JL� <br />z <br />JL� <br />O <br />� <br />O <br />Q <br />@ <br />4pawLU <br />O <br />LU <br />V <br />4-- <br />Ln <br />LLI <br />These plans are copyrighted m <br />accordance with federal <br />statutes. Payment of use fee Is <br />due Rector Remdiser Design, <br />LLc. prior to construction for <br />each structure bi from these <br />plans. Reproduction by any <br />method Of all, part of Variations <br />thereof without writtai dism <br />ission <br />U.C.FredFactor l illdeter Design, <br />LLcis drawings d all pled. <br />These drawings and all priers <br />Rector Rremain lM1l property of <br />Rector Reaidmuel Design, LLG <br />REVISIONS <br />INT. DATE REV. <br />DESIGNER: 0 <br />DRAFTER: 0 <br />DATE: 2/1423 <br />PNODSCf NO: 22150 <br />NOTE: NOTE: EREET NO: <br />CONTRAGTOR TO nERIFY ALL DInENSICNta AND REFER TO STRUCTURAL SHEETS FOR SHEAR <br />CONDITIONS Of PROJECT AK) REPORT ANY WALL SCHEDULE AND ENGINEERING PLAN <br />OMISSIONS / DISCREPANCIES TO DESIGNER FRIOR WHICH CONTAIN DETAIL REFERENCES AND/OR <br />TO OOYRIENLINL WOW, DESIGNER SHALL NOT BE <br />RESFF NSIBLE FOR DISCREPANT caaDrrlCNs INSTRUCTIONS PERTAINING TO EACH SHEAR <br />RESJLTIF Pi ITNAu114oRl2ED UOi FERFOR-IED WALL INDICATED IN THI5 PLAN. v� <br />BY THE CCNTRACig2 L <br />