Loading...
HomeMy WebLinkAbout31 Bliscott Ave plan 2B A.5 1T-3" 161-9" 20'-0" - ----------------------- I S � I I Ir------------------- — --- ---, I I { BEAM POCKET I I 10' THICK x 4'-9" I I I CONCRETE WALL ON CONT.24"W.x10"D. { CONCRETE FOOTING (3)1-%4'x i LVL I 14'-23/4 ,-9 4" I — i CRAWL SPACE I i elevation 7.5' 1 I { 4" CONC. SLAB ON 10 I I I i ( MIL. VAPOR RETARDER I I I I DUAL FUNCTION FOUNDATION _ r FLOOD D a" 3-Y2" DIA. CONC. FILLED STEEL VENT BY SMARTVENTfE (TYP.) LALLY COLUMN O r1IIL N" BEAM 36"x36"x12"D. — — — — — — — — — — — — — — —------------- -r----------------------- ------ POCKET CONC. --- — III LI --— — —s— -�7� -(TYP.) (3)2x12P.T.FLUSH -------------------------------6'4c6"POST L-------- (2) 2x12 P.T. UPANCHOR BOLTS @ 32" FLUSH O.C. MIN. T'EMBEDMENT 2xIO P.T. LEDGER W/3"x3"x K" PLATE u.I WASHER (TYP.)c W/(2)W DIA. w BOLTS @ 12" O.C. (3)1-Y4'x 11-8" (3)1-Y4"x 11-Y8" 9"(TYP.) LVL LVL 10" THICK x 9'- y CONCRETE WALL ICRAWL SPACE POST UP IDECK AIRI o ON COT. ABOVE \m elevation. 4" CONC STAB ON 10> BEAM BEAM POCKET CONC. FOOTING--]— ' ro MILVAPOR RETARDER — — — — — — �iIIIIIIII ' -- Uj POCKET 1 1 1 1I 1I �IiIIIIIIIIIIIIIIIIIIIIIIII III t1 ----------------- H.S.S.4"x4"x.25" FNDN WALL I STAIR STEEL COLUMN HEIGHT CHANGE -5i4 64,4ABOVE ON"STD. BASE J. ROVIDE 2#5 REBARS PLATE W/ /4' DIA. BEAM BEAM @ TOP & .YP. BOLTS POCKET I (JLI� CONNECTION WHERE POUR IS NOT CONTINUOUS. 5 r L - - - - - L---L--_-J (3)1-/"x 1-%s POSTS (3)1-Y4"x 1-�" 10°THICK x 5'-4" C0 UP LVL 36" W. DOOR FOR CRAWL CONCRETE WALLONSPACE ACCESS 3-Y2" DIA. LALLY M CONT. 24"Wx10"D. Uj COLUMN UNDER CONCRETE FOOTING '- iIIIIIIdIIIIIIIIIIIIIIIIIIIIIIII o 4"x8" LVL POST FROM RIDGE DN.12" FROM GARAGE ~ D SLAB TO LOWER CRAWL 0 3-W'DIA. CONC. FILLE STEEL LALLY COLUMN ON SPACE SLAB CD36"x36"x12"D. CONC o o GARAGESLAB FOOTING (TYP.) I -9" elevation 8.5'10" THICK x 9' m CONCRETE WALL ON 4"CONC. SLAB ON 10 MIL CONT. 24"w.40"D. VAPOR RETARDERV-6" SLAB HT. CHANGE CONCRETE FOOTINGLU z 1- 4"x 1_�8 6x6 6/6 WWFTOP� OFSLAB LVL FLUSH PROVIDE 2#5 REBARS10" THICK x 9'-9"ON @TOP& BOTT. TYP.CONCRETE WALL CONT. 24"W.40"D. CONNECTION WHERE CONCRETE FOOTING POUR IS NOT CONTINUOUS. L — — — — — — — — — — — — — — — — — — — — — — — — — — ----=---- -FNDN WALL HEIGHT 777=- CHANGE 1" DEEP CONTRACTION T CUT WITH EARLY __ — — — — — — — — — ------------------------ —————— — — — — —— - — — — PROVIDE 10"DIA CONCRETE WALL ON ENTRY SAW (TYP,) 2x10 P.T. LEDGECONT. 24W.X10"D. SONOTUBE W/ BIGFOOT CONCRETE FOOTINGW/(2)" DIA. FOOTING (BF28) FOR AAC COLUMN SUPPORT ABOVE o BOL(TYD @ 12O.C. tII (TYP-) o PITCH SLAB PER FOOT H.S.S. . CONTRACTOR SHALL (3)2x..LUSH TOWARDS DOORS STEEL COLUMN MAINTAIN 48"MIN. ON %" STD. BASE FOOTINGCOVERAGE DROP TOP OF FNDN I I I WALL @ DOOR OP'GS BOLTS L— — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — 1-10" "4y — ----------— — — — — — — — — — — — ..5 5 DECKST�AIR ABOVE— -6" --6-6° MULTI 1 3/4" BEAMS V.5 2 ROWS OF 16D NAILS @ 12" O.C. 2PIECES------- - " " 24'-0 2 ROWS OF 1/2" DIAM BOLTS @ 12" O.C. 3 PIECES TYPICAL LVL/GLULAM BOLTING/NAILING SCALE: 1" = 1'-0" FOUNDATION PLAN SCALE: %4" = 1'-0" B 11�A.5 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. REVISIONS NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES DESIGNER: NORTHSI]02675 DESIGN ASSOCIAT DISTINCTIVE RESIDENTIAL & COMMERCIAL 141 MAIN STREET * YARMOUTHPORT * MA(508) 362-2210 (508) 362-9 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLO R DESIGN LLC STAMP: PROPOSED OLIVERIA RESIDENCE 31 BLISCOTT AVE. SOUTH YARMOUTH, MA. TITLE : FOUNDATION PLAN SCALE: 1/4"=V-0" 0 1 2 4 8 PROJECT #: SHEET 20-31 A.0 DATE: OF Issued for Construction: 10/29/21 10/29/21 14