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HomeMy WebLinkAbout13 Park Circle Foundation and First Floor Plans 2B A.4 R2 HEADERP . "- r----------------------- - --- --: - ----i• " I (TTP.) -/ I : • I %' ANCHOR BOLTS @ B TRACTOR i OST I I 36" O.G. MIN. 7" PKT. II TO FIELD VERIFY UP I I III EMBEDMENT W/ 3'x3'xY4 ISTING FL. '- I I PLATE WASHER (TYP.) FRAMING I • • I III I II I j REVISION #2: REVISION #4: II (2) 1'xq�' I ALL FNDN WALLS TO PROP BEAM - II LVL DROPPED II I BE 10" x ±7'-6" CHANGED TO r I P I POURED CONCRETE 2x LVL I I U L CL 6x6 P.T. POST (TYP.) 10" DIA. SONOTUBE W/ BIGFOOT FOOTING (BF28) FOR COLUMN SUPPORT ABOV> E 7 P.T. LEDGER 2-%" DIA. .TS @ I6" O.G.. EPDXY AS :DED IN ICRETE WALL I —1 I — .....................................I. KEY S.:.1. 4 .................................... 5. CONTRACTOR TO PRO/IDEBASEMENT CONCRETE W/ 2@#5 BARS TOP 4 BOTTOM. REST 141-23/411 -012 OR MECHANICAL) 3@#5 HORIZ. BARS CONTINUOUS IN STRIP III FOOTING W/ KEYWAY. PROVIDE tis VERT. 36" (P CORRUGATED I (2) 2x12 P.T. ABOVE TOP OF FOOTING. PROVIDE %' ANCHOR A BOLTS @ 36' O.G. MAX. MIN. 7' EMBEDMENT W/ 6 GALVANIZED STEEL 7 PROVIDE WEB STIFFENING PS.ATES AT ENDS HEADER (TYP.) OF STEEL BEAMS, (TYP.) 2x8 P.T. LEDGER 2 10" THICK x ±7'-6' AREAWAY W/ GRAVEL / OF ALL STRUCTURAL COLUM'�5. PLATE 4 7"x12"x%" BASE PLATE W/ 2@-44 DIA. W/ 2-%* DIA. BOLTS @ I A BED (TYP.) QUESTIONABLE D'ME\5'ONS ICT EROUG14T TO I - -� _ _ _ _ _ =t 16" O.C.. USE EPDXY AS ANCHOR BOLTS TYP. REFER TO PLANS FOR CHANGED OR COPIED IN ANY FORM OR LOACTION5. I III `i :': NEEDED IN CONCRETE CONTINUOUS 20 z10 A•4 CENTER B5MT. II G E LALLY i • POST I 3 1-'x41'" "- WALL ON COMPACTED FILL. CUT JOINTS ALONG WALLS WINDOW BT. EXI5T'G CONCRETE FOOTING REVISION#3: 0 BEAM UP WINDOWS ABOVE 24' 0" 2x10 P.T. LEDGER 10" DIA. SONOTUBE W/ BIGFOOT ,_°-,; i CL pROPBEAMS ly/ 2-%' DIA. I II E FOOTING (BF28) FOR LVL BEAM, I ± 6'-10y2"I BOLTS @ 16" O.G.. A BEAM SUPPORT j CHANGED TO USE EPDXY AS - I A,4 ABOVE FLUSH 1 EXISTING I NEEDED IN SINGLE 4x LVL CONCRETE WALL: II CHANGED TO LVL i -- --------- --1- I (4) 1-44"xqk2' LVL BEAM r_-Tf I R2 HEADERP . "- r----------------------- - --- --: - ----i• " I (TTP.) -/ I : • I %' ANCHOR BOLTS @ B TRACTOR i OST I I 36" O.G. MIN. 7" PKT. II TO FIELD VERIFY UP I I III EMBEDMENT W/ 3'x3'xY4 ISTING FL. '- I I PLATE WASHER (TYP.) FRAMING I • • I III I II I j REVISION #2: REVISION #4: II (2) 1'xq�' I ALL FNDN WALLS TO PROP BEAM - II LVL DROPPED II I BE 10" x ±7'-6" CHANGED TO r I P I POURED CONCRETE 2x LVL I I U L CL 6x6 P.T. POST (TYP.) 10" DIA. SONOTUBE W/ BIGFOOT FOOTING (BF28) FOR COLUMN SUPPORT ABOV> E 7 P.T. LEDGER 2-%" DIA. .TS @ I6" O.G.. EPDXY AS :DED IN ICRETE WALL I —1 I — .....................................I. KEY S.:.1. EXISTING WALLS .................................... 5. CONTRACTOR TO PRO/IDEBASEMENT CONCRETE W/ 2@#5 BARS TOP 4 BOTTOM. REST VENTILATION AS REC?J12"D B- CODE (WINDOWS FOUNDATION ON 10"x20" STRIP FOOTING. PROVIDE OR MECHANICAL) 3@#5 HORIZ. BARS CONTINUOUS IN STRIP III FOOTING W/ KEYWAY. PROVIDE tis VERT. 6. CONTRACTOR SHALL EN5LRE THAT ALL I FOUNDATION WALLS MA"NTAIN A'-0' MINIMUM ABOVE TOP OF FOOTING. PROVIDE %' ANCHOR A BOLTS @ 36' O.G. MAX. MIN. 7' EMBEDMENT W/ 6 .'1---,----� 7 PROVIDE WEB STIFFENING PS.ATES AT ENDS III OF STEEL BEAMS, (TYP.) 2. STRUCTURAL STEEL COLUMNS TO BE 3�2" 2 10" THICK x ±7'-6' I _ I.- OF ALL STRUCTURAL COLUM'�5. PLATE 4 7"x12"x%" BASE PLATE W/ 2@-44 DIA. `- I FPOR DIMENSIONS. ANY 11155'4G, INCORRECT OR BE 36"x36'x12' SQUARE CONCRETE W/ 340#5 BARS QUESTIONABLE D'ME\5'ONS ICT EROUG14T TO I CONCRETE WALL ON COLUMN, %" STANDARD BASE PLATE 4 2@-44 DIA. A 4 ANCHOR BOLTS TYP. REFER TO PLANS FOR CHANGED OR COPIED IN ANY FORM OR LOACTION5. I III I :': I CONTINUOUS 20 z10 PARTITIONS. FOUNDATION HAI 15 AS NEGE55ARY TO ENSURE II G E LALLY i • POST I 3 1-'x41'" "- ON COMPACTED FILL. CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. CONCRETE FOOTING REVISION#3: 0 BEAM UP ,_°-,; i pROPBEAMS II E REVISION #51. LVL BEAM, I I I III - j CHANGED TO PROP FLUSH BEA FLUSH 1 EXISTING I III SINGLE 4x LVL II CHANGED TO LVL I F FLOOR JOISTS 1 I I (4) 1-44"xqk2' LVL BEAM I BEAM, DROPPED 1 / \ I ® I I I UNDER PROPOSED 2x10 FLOOR JOISTS _ _ _ r i"� , _ UP ' -, 1 I UE I I I I DROP WALL FOR I BEAM POST _ _ _., _! _ PKT. 1 BILCO TYPE "G' I I PKT. BULKHEAE I 0'-2" UP '_4" CL 4 i VERIFY LENGTH�' I 5 FILLED CONS. I TO SLAFILLED STEEL I LALLY COLUMNI PROPOiEDON 36"x36"x12" I BASEMENT D. CONC. I FOOTING (TYP.4' CONC. SL/B ON 10 MIL. VAPOR RETARDER I F- ------- III -J (3) 2x10 HEADER I I� 10' THICK x T-6" I I CONCRETE WALL ON I - I III CONTINUOUS 20"x1O" I L _ CONCRETE FOOTING : 1 - -- - 4,4--A'---I-------------- -------------- U -- --------- -----� POST v� �/ A P ' A.4 PROPOSED FOUNDATION PLAN FOUNDATION NOTES: KEY BE 2X6 @ 16" O.C. UNLESS EXISTING WALLS I. MAIN FOUNDATION WALLS TO BE 10" POURED 5. CONTRACTOR TO PRO/IDEBASEMENT CONCRETE W/ 2@#5 BARS TOP 4 BOTTOM. REST VENTILATION AS REC?J12"D B- CODE (WINDOWS FOUNDATION ON 10"x20" STRIP FOOTING. PROVIDE OR MECHANICAL) 3@#5 HORIZ. BARS CONTINUOUS IN STRIP ALL DIMENSIONS PRIOR TO FOOTING W/ KEYWAY. PROVIDE tis VERT. 6. CONTRACTOR SHALL EN5LRE THAT ALL DOWELS @ 24" O.G. 14ORIL EXTENDED 3'-6' MIN. FOUNDATION WALLS MA"NTAIN A'-0' MINIMUM ABOVE TOP OF FOOTING. PROVIDE %' ANCHOR COVER. BOLTS @ 36' O.G. MAX. MIN. 7' EMBEDMENT W/ 6 3 x3'xY4 PLATE WASHER. 7 PROVIDE WEB STIFFENING PS.ATES AT ENDS 3,4,5 OF STEEL BEAMS, (TYP.) 2. STRUCTURAL STEEL COLUMNS TO BE 3�2" 2 CONCRETE FILLED LALLY COLUMNS TO EXTEND 8. SEE STRUCTURAL DRAWINGS FCR LOCATIONS TO FOOTING BELOW. PROVIDE 6'x6'x`%' CAP OF ALL STRUCTURAL COLUM'�5. PLATE 4 7"x12"x%" BASE PLATE W/ 2@-44 DIA. q. CONRACTOR SHALL NOT 5:1.' c DRAWINGS BOLTS/ WELD ALL CONNECTIONS. FOOTINGS TO FPOR DIMENSIONS. ANY 11155'4G, INCORRECT OR BE 36"x36'x12' SQUARE CONCRETE W/ 340#5 BARS QUESTIONABLE D'ME\5'ONS ICT EROUG14T TO EACH WAY. SOME LOCATIONS ARE TS 4'x4'x.25" THE ATTENTION Or THE DESGNE2 BECOME THE COLUMN, %" STANDARD BASE PLATE 4 2@-44 DIA. RESPONSIB'LITY OF THE CON -RA -=R. ANCHOR BOLTS TYP. REFER TO PLANS FOR CHANGED OR COPIED IN ANY FORM OR LOACTION5. 10. INTENT OP DESIGN 15 TOA' WSN4 NEW FIRST PERMISSION AND CONSENT OF NORTHSIDE FLOOR SPACES WITH EXISTIN5 F'R5T FLOOR. 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL CONTRACTOR SWALL ADJUST TC= OF PARTITIONS. FOUNDATION HAI 15 AS NEGE55ARY TO ENSURE DESIGN INTENT. 4. CONCRETE SLAB TO BE 4" POURED CONCRETE ON COMPACTED FILL. CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. UP UP 1 UP NALL KEY BE 2X6 @ 16" O.C. UNLESS EXISTING WALLS D [-__--] EXIST'G WALLS TO BE 3. CONTRACTOR SHALL VERIFY REMOVED PRIOR TO ORDERING WINDOWS. PROPOSED FRAMED ALL DIMENSIONS PRIOR TO STUD WALLS ASSUMES RESPONSIBILITY FOR PROPOSED POURED Ir,.A.: CONCRETE FNDN WALLS q_ 0 0 rd CENTER / SCREEN ER ON EXIST' PROPOSED FRONT Door : SCREENED \ PORCH EXIST'G II DN F COLUMN III W PROP. EXISTING IIIA EXISTING : LANDINGII I I DN 7" To LIVING RM. I ENTRY DING CATI f RAL CEILING FLAT CEILING DN.2R II II VIII - ....... ........ .........f_ .-.._ .-.1#..-..-.._ ...,.I............................. EX151T'G �—u III STAIR AND PAIE REMAIN DN.7" TO I I DING EXIST'G EI" IOV E EXPOSED I I I III EXIST'G FRAMING EXIST'G L- CHIMNEY ABOVE I I COLUMN III I CL. PROPOSED 4'± CASED OP'G. ALIGN in co TO SUPPORT -1 H EXIST'G LIVING RM. ROOF TRUSSES L"Ta I PROPOSED i 36 n N - KITCHEN REF c 3 2868 STACKING W/D PROP / OUTDOOR / SHOWER t =_ PROPOSED 2868 HALL lig � ± 30'-0" MATCH EXIST'G PROPOSED FIRST FLOOR PLAN PROPOSED M. BEDRM. PROP. j r PROPOSED WIC I v I I 2468 -103/a CENTER TRANSOM WINDOW IN F- 3 IT w 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 IQ rum! 2 00 Mo Ir,.A.: THE ATTENTION OF THE DESIGNER. REVISIONS 6 IST FL. JOISTS 6/9/15 3,4,5 BEAM CHANGE 6/9/15 2 FNDN WALLS 6/9/15 1 EGRESS WINDOWS PROP / OUTDOOR / SHOWER t =_ PROPOSED 2868 HALL lig � ± 30'-0" MATCH EXIST'G PROPOSED FIRST FLOOR PLAN PROPOSED M. BEDRM. PROP. j r PROPOSED WIC I v I I 2468 -103/a CENTER TRANSOM WINDOW IN F- 3 IT w 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 IST 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 NOTTO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES BUILDER: DESIGNER: NORTHSIDE DESIGN DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: ' PROJECT: EXISTING ROBERTS RESIDENCE 13 PARK CIRCLE YARMOUTH, MA. � I TITLE FOUNDATION & IST FLOOR PLANS SCALE: 1/4"=l' -O" 0 1 2 4 781 PROJECT#: SHEET: 14-36 A w 1 DATE: OF 04/01/15 L5 F/ionn1 S A.•2S•Ol{ DNA