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HomeMy WebLinkAbout13 Park Circle Foundation and First Floor Plans2x8 P.T. LEDGER W/ 2-5/e' DIA. BOLTS @ 16" O.G.. USE EPDXY AS NEEDED IN CONCRETE WALL 10" DIA. SONOTUBE W/ BIGFOOT FOOTING (13F28) FOR BEAM SUPPORT ABOVE ------ (2) 2,10 PIT. I® HEADER i (TYP.) q_ q q_ 36" m CORRUGATED (2) 2"12 P.T. GALVANIZED STEEL HEADER (TYP.) AREAWAY W/ GRAVEL % \� — — — — L \ _ _ -z- BED LBED (TYP.) A CENTER BSMT. ,� 6x6 P.T. POST A.4 WINDOW BT. EXI5T'G (TYP.) I WINDOWS ABOVE24' 0" - I W/ 2-%" DLEDGER 10" DIA. SONOTUBE CL BOLTS @ 16" O.G.. A W/ BIGFOOT : FOOTING (BF28) 1 t b -10y2 I USE EPDXY AS A.4 FOR COLUMN 1 NEEDED IN SUPPORT ABOVE CONCRETE WALL: L /----- / _ --7---- - - - - ----------- - - I 2x10 P.T. LEDGER _ I IOST I -- I W/ 2-%' DIA. I I I r'%" ANCHOR BOLTS @ BEAM TRACTOR i Up I BOLTS @ 16' O.G.. I I I 36 O.G. MIN. 7' PKT. II TO FIELD VERIFY I EMBEDMENT W/ 3'x3"xY4 (STING FL. I i' USE EPDXY AS I FRAMING I I NEEDED IN I PLATE WASHER (TYP.) I I CONCRETE WALL I I I I I REVISION #4: II (2) lai'a'xI I ,-O' REVISION #2: -III LVL DROPPED I I I � I ALL FNDN WALLS TO PROF BEAN( r I i. I BE 10" x±TE" CHANGED TO I I I P T I •' POURED CONCRETE 2x LVL I I : _.,y', i................................................................I........1...................:......A. 1� L — J I I 10" THICK x ±T -b' I 1 ` I I CONCRETE WALL ON II C LALLY A.4 POST IA CONTINUOUS 20"x10" REVISION#3: BEAM I I CONCRETE FOOTING PROP BEAMS II E I I CHANGEDTO I - I SINGLE 4x LVL II (4) I -7'4'x0.1'2" LVL BEAM U n BEAM, DROPPED UNDER PROPOSED r- 2x10 FLOOR JOISTS 1 ==m_— 9E `-- --+-- LVL BEAM, I ,H FLUSH I I iH BEA W/EXISTING I I � I I - I I PKT. DROP WALL FOR `YBEAM POST _ _ _ L I - I I PKT. UP ,_4� 0'-2° BILGO TYPE 'G" I '-._ BULKHEAD CL I O{ VERIFY REQ'D I LENGTH W/ GRADE I A5 TO SLAB HT.--\ I PROPOEED -a" BASEMENT POST _ _ 1 4" CONC. 5LA6 ON 10 r- ------: I MIL. VAPOR !cTARDER I (3) 2x10 HEADER O 10' THICK x T-6' CONCRETE WALL ON 1 '-: I III CONCRETE FOOTING I L- - - - - - - - -� •• I_� _.:.:------------ L------------- —------- ----- -------------------- 4x---t----- POST �` A UP \_ A.4 TO LVL FLOOR JOISTS 1 PROPOSED FOUNDATION PLAN FOUNDATION NOTES: I. MAIN FOUNDATION WALLS TO BE 10' POURED CONCRETE W/ 2@u5 BARS TOP b BOTTOM. REST FOUNDATION ON 10"x20" STRIP FOOTING. PROVIDE 3@#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY. PROVIDE sty VERT. DOWELS @ 24" O.C. HORIZ. EXTENDED V-6' MIN. ABOVE TOP OF FOOTING. PROVIDE Sib' ANCHOR BOLTS @ 36" O.G. MAX. MIN. 7" EMBEDMENT W/ 3'x3"xk4" PLATE WASHER. 2. STRUCTURAL STEEL COLUMNS TO BE BYs' CONCRETE FILLED LALLY COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6'x6'x%' CAP PLATE b 7"x12"x%" BASE PLATE W/ 2@%' DIA. BOLTS/ WELD ALL CONNECTIONS. FOOTINGS TO BE 36'x36"x12" SQUARE CONCRETE W/ 3�5 BARS EACH WAY. SOME LOCATIONS ARE TS 4'x4'x.25' COLUMN, §b" STANDARD BASE PLATE 4 2@-'4' DIA. ANCHOR BOLTS TYP. REFER TO PLANS FOR LOACTION5. 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 4. CONCRETE SLAB TO BE 4' POURED CONCRETE ON COMPACTED FILL. CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. 1 5. CONTRACTOR TO PROVIDE EASEMENT VENTILATION AS REQUIRED BY CODE (WINDOWS OR MECHANICAL) 6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN 4'-0' MINIMUM COVER. 7. PROVIDE WEB STIFFENING PATES AT ENDS OF STEEL BEAMS, (TYP.) 8. SEE STRUCTURAL DRAWING`_ FOR LOCATIONS OF ALL STRUCTURAL COLUr1NS. 9_ CONRAGTOR SHALL NOT SCALE DRAWINGS FPOR QUESTIONABLE NABLE DIMENSIONS NMENSIONS. ANY IO7, BRC` K H TO INCORRECT R THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 10. INTENT OF DE51GN 15 TO ALIGN NEW FIRST FLOOR SPACES WITH EXISTING FIRST FLOOR, CONTRACTOR SHALL ADJUST TOP OF FOUNDATION WALLS AS NECESSARY TO ENSURE DESIGN INTENT. 3V2" CONC. FILLED STEEL LALLY COLUMN( ON 36"x36"A2" D. CONC. FOOTING (TYP. I I I I I I I •: -------------7- 4. �7777 -------------- UP UP UP 13 FNALLEY XISTINGWALLS XIST'G WALLS TO BE EMOVED PROPOSED FRAMED STUD WALLS PROPOSED POURED CONCRETE FNDN WALLS n 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 6 1ST FL. JOISTS 6/9/15 3,4,5 BEAM CHANGE 6/9/15 2 FNDN WALLS 6/9/15 1 EGRESS WINDOWS 6/9/15 ENG NOTES 4/9/15 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 BU DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net PROPOSED FIRST FLOOR PLAN rmw TITLE : FOUNDATION & 1ST FLOOR PLANS SCALE: 1/4"=1' 0" �p ..p 0 1 2 4 8 PROJECT #: SHEET: 14-36 A.1 DATE: OF 04/01/15 5