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HomeMy WebLinkAboutPlansS K PEIGHTAL ENGINEERS Ltd STRUCTURAL CONSULTANTS To: Copy: From: Date: Re: Jim Wood akuma198@comcast.net Michael Doyle mjdarch@sopris.net Stephen Peightal, PE April 20, 2012 Walter Remodel 5349 County Road 10 Carbondale, Colorado MEMORANDUM ,.,,3a�akci i;t�trrrr� Item 1: Cabin Loft Roof Refer to Roof Framing Plan, sheet S2.31. Roof framing over Loft is indicated as 2x12 rafters. Instead, pre-engineered trusses have been placed to span from grid -1 to grid -5. This system is acceptable with no additional revisions. 11019 M SKPE • 204 Park Avenue • Unit - 1C • Basalt, CO • 81621 • (970) 927-9310 • skpe@sopris.net icatians\11014 C6.1-3 divg. 12/6/ 2011 4.53.05 FM, Letter 1\HamerlhomerWob Files111000111014 Wolter Addition \brawings\5tructurol\CI TYP. HEADER 2— Q 114" VL cq M L510 GUT 141P TAIL TO 7 114" DEPTH SEE ARCH. FOR ITER TAIL PROFILE PART I AL ROOF FRAM l NG PLAN /4': P -0r 2x12 LEDEIPER WITH LEDC RLOK I/4"4) x 3 5/8" (L1 -55W SCR515. 4 EACH STUD (16" G.G) SEE ARCH. FOR RAFTER TAL PROFt;LE Dn. 11014 ISSUE: 12/06/11 DRAWN: GPS S K PEIGHTAL ENGINEERS Ltd GLARI F I GATI ON SI IEET: GS.I OF: 4 STRUCTURAL CONSULTANTS 204 Park Avenue Unit IC Basalt, Colorado 81621 (970) 927-9510 skpe@sopris.net WALTER REMODEL 534q COUNTY ROAD 100 GARBONPALE, GOLORAPO :09 PM, Letter ions \11019 C6.1-3.dwg, 12/6/2011 ngs\Structural \ Clar i f is ROOF KICKER SUPPORT 6x6 COLUMN TO BEAM HUC612 TPYICAL DECK RIM TO COLUMN THRU L54O CLIP BOTH 511]E5 TYPICAL DECK JOISTS TO RIM SHEAR 41-0" - �r 0 1- \\Homer\ham SHEAR ''�� PARTIAL MAIN FLOOR FRAMING PLAN @1/41:--P-0" 1/ T ISSUED: 12/06/11 DRAWN: GP5 S K PEIGHTAL ENGINEERS Ltd CLARIFICATION SHEET: GS.2 OF: 4 STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C Basalt, Colorado 81621 (970) 927-9510 skpe@sopris.net WALTER REMODEL I I�p�/ ROAD 55441 } COUN I � ROAD�-y 100 r� GARBONDALE, GGLGRAD0 I/1014 C61-3.dwg, 12/6/20114:54:39 PM, Letter ngs\Structural\Clar 00011I019 Walter Addition\Dra 11Homer1homer\Job Fil 1 2x& LEDGER WITH 2 ROWS LEDGERLOK I/4' x 5" (LLOOS) WRENS EACH STUD (NOT TO EXCEED 16° ROOF KICKER SUPPORT 6x6 COLUMN TO BEAM Shit ROOF KICKER SUPPORT 6x6 COLUMN TO BEAM SIMPSOI L550 CLIP ONE SIDE EACH RAFTER ROOF KICKER SUPPORT 6x6 COLUMN TO BEAM PARTIAL MAIN FLOOR FRAMING PLAN I/41=11-01 11011 ISSUED: 12/06/11 DRAWN: CPS S K PEIGHTAL ENGINEERS Ltd GLARIFIGATION SHEET: r GC .3 OF: 4 STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C Basalt, Colorado 81621 (970) 927-9510 skpe@sopris.net 1 IMALTER REMODEL 5341 COUNTY ROAD I00� r-� C ARBONDALE, COLORADO' 11019 C6.4.dwg, 12/6/20114:55:09 PM Letter 11 HomerlhamerlJab Filcsi11000111019 Walter A 2- I/2"4, x 6" LAG BOLTS BOTH SIDES OF SPLICE (4 LAGS TOTAL) • 5- 2 m i� HT BEAM. SEE PLAN. SPLICE AT HT KICKER. BEAM SPL I C E ii1 1/2'=1'-O' HT KICKER. SEE FLAN AND DETAIL 171532. ISSUED: 12/06/11 DRAWN: CPS S K PEIGHTAL ENGINEERS Ltd CLARIFICATION SHEET: G6.4 OF: STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C Basalt, Colorado 81621 (970) 927-9510 skpe@sopris_net HALTER REMODEL 534 COUNTY ROAD IOO p CARBONDALE, COLORADO ationsl11019 C7.1.dwg, 1/11/2012 4:39.53 PM, Leiter r\Job Files111000111019 Warier Additianlbrawingsl5truct I5sUED: 01/11/12 DRAWN: GP5 ' S K PEIGHTAL ENGINEERS Ltd CLARIFICATION SHEET: G-1.1 OF: STRUCTURAL CONSULTANTS 204 Park Avenue Unit IC Basalt, Colorado 81621 (970) 927-9510 skpe@ sopris.net WALTER REMODEL I -�y ROAD ' 534q COUN I I RRA 100 CAR50NDALE, COLORADO V1/4HarnerThatnerWob Files \11000111019 Walter Ackfition\teavan9s\Structural‘Clarificatians‘11019 C8.1.dwg, 2/3/2012 2.03:10 PM, Letter "HEAR lila 1 11 1/3' VL. LEO&ERIAll LEDGERLOK1/4"0 x (.1355) SCREA5 TO I Mil_ 3 WM5 t§s lb" DECK SUP7ORT.6x12 HT 10.111.641fHIde a ea 1-1-.C?: -4- e. • g: to • 23— .6_" 1V1 Sisc`,% A -,Te• •00••a4,11,-7 • • • . PARTIAL MAIN FLOOR FRAMIN6 PLAN • V4111-01 i101 4'51 -1r-6" T. DECK ISSUED: 02/03/12 DRAWN: CPS S K PEIGHTAL ENGINEERS Ltd CLARIFICATION SHEET: Gal OF: 1 STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C Basalt, Colorado 81621 (970) 927-9510 skpe@sopris.net INALTER REMODEL 534'1 COUNTY ROAD 100 CARBONDALE, COLORADO homer\job FilesV1/000l11❑19 Wafter Addition1i]rowirgs15tructuralNefcv'ifications111019 C4.1.dw9, 10/3/2011 1159:59 AM, Get a • T. PLYNOOD a0'-5" P.T. 2x12 LEDGER YVITH I/2"0 x 5" TTEN HD SGREYV ANCHORS I6" O.G. STAS&�D. TYPICAL A5 INDICATED. • .n PARTIAL LONER FLOOR FRAMING PLAN 114•-1'-O' 11019 ISSUED: S K PEIGHTAL ENGINEERS Ltd CLARIFICATION SHEET: 10/03111 DRAWN: STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C WALTER REMODEL 04.1 CP5 Basalt, Colorado 81621 5341 COUNTY' T ROAD 100 OF: 1 (970) 927-9510 skpe@sopris.net �y CARBONDALE, COLORADO 2 111019 Walter Addition \browings\Structural\Clarificotians111019 C4.2.dwg 10/3/2011 12:00:52 PM, Letter amer\Job Fides FLOOR .FISTS AND HANGS. SEE PLAN. 2- II 118" VL HEADER L54O CLIP ONE SIDE BOTH ENDS OF HEADER PROVIDE INEB FILLER AT HEADER LOCATIONS STEEL BOOT PER DETAIL 10055.1 HEADERED JOISTS ISSUED: IOIO3/11 DRAWN: GPS S K PEIGHTAL ENGINEERS Ltd GLAR1 F I GATI ON SHEET: G4 2 OF: 2 STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C Basalt, Colorado 81621 (970) 927-9510 skpe@sopris.net WALTER REMODEL 5341 COUNTY ROAD 100 GARBONDALE, GOLORADO 3/9/2012 4:31:40 PM, Letter ians111019 C9.1 u 111-tomer\homerlJeb Files \11000111019 Wolter Add dim XI) LANDING PRESSURE TREATED 6x6 TIMBERS SET INTO GRADE. OiNNER UNDERSTANDS AND ACCEPTS POTENTIAL MOVEMENT. SPIKE P.T. 2x6 TO ENDS OF TIMBERS TO HOW LANDING TOGETHER. 2 SIDES. FOUNDATION RING PRESSURE TREATED 6x6 TIMBERS SET INTO GRADE. QV NER UNDERSTANDS AND ACCEPTS POTENTIAL MOVEMENT. c .0111.-;a% PARTIAL FOUNDATION FLAN 1l4' -I'-0' 11014 ISSUED: 03/O4/12 DRAWN: CPS S K PEIGHTAL ENGINEERS Ltd GLARI F I GATT G N SAFE r: Gci.1 OF: 5 STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C Basalt, Colorado 81621 (970) 927-9510 skpe@sopris.net WALTER REMODEL 53401 COUNTY' ROAD 100 GARBONDALE, COLORADO aticns\11019 C9,1-2.dwg, 3/9/2012 4:32;32 11Hamerlhnmer\Jab Files 111000\11019 Walter Addition \ Drawings .Structu 6x6 HT LANDING RIM (4 SIDE5) FART I AL MAIN FLOOR FRAMIN6 PLAN 01/41=11-0" 11011 ISSUED: 031001/12 DRAWN: CP5 S K PEIGHTAL ENGINEERS Ltd CLARIFICATION SHEET: G451.2 OF: 5 STRUCTURAL CONSULTANTS 204 Park Avenue Unit IC Basalt, Colorado 81621 (970) 927-9510 skpe@sopris.net WALTER REMODEL 534,1 COUNTY ROAD 100 GARBONDALE, COLORADO 11Homerlhomer\3ob Fi1es111OOO111019 Wolter Addition\brawings\5tructuralAClarificationaA11O19 C9.3 5,dwg, 3/9/2012 4:33:07 PM, Le r - r STRINGER.5 6x12 NT NOTCH BEARING AT BOTTOM END 4x12 HT TREADS WITH TAIOZ ANGLE BOTH ENDS SIMPSON H25A CLIP INSIDE FACE SIMPSON HGAIO CLIPS TWO SIDES EACH COLUMN TOP AND BOTTOM (I6 TOTAL) 'WITH WOOD SG " : � .6 .125401,4 x 3" OR OK 1/0...1,‹:. 5 5/S" ,fpr 9y -r.. r o �y s_ r- 1st Z14 y • —iT 6x HT LANDING RIM 4x12 NT LANDING TREADS T. LANDING SEE ARCH. P.T. bx6 HT COLUMNS P.T. bx6 HT FOUNDATION RING SEE FOUNDATION PLAN =J1 —II SECTION - STAIR LAND I N6 374":I'-01 11014 issu": OS/O1/12 DRAWN: GPS S K PEIGHTA.L ENGINEERS Ltd CLARIFICATION SHEET: GA3 OF: 5 STRUCTURAL CONSULTANTS 204 Park Avenue Unit IC Basalt, Colorado 81621 (970) 927-9510 skpe sopris.net WALTER REMODEL 534c1 COUNTY ROAD 100 CARBONDALE, COLORADO 15tructurall£farifications111019 C9.3-5.dwg 3/9/2012 4:33:40 PM, Letter 0 11Nomerlhomer\Job II' T 111 3'-&' VERIFY WITH ARCH. 5IMPSON LSGZ SIMPSON HGAIO CLIPS TWO SIDES EACH COLUMN TOP AND BOTTOM (I6 TOTAL) WITH WOOD SCREWS 5D5 1/4'0 x 3" OR x 3 518" bxb HT LANDING RIM 1/2 LAP E05 OVER COLUMN WITH I/2'4 x S' LAG BOLT 4- 4x12 HT LANDING TREADS T. LANDING SE ARCH. P.T. 6x& HT FOUNDATION RING 5EE FOUNDATION PLAN 1/2 LAP ENDS WITH 112"4> x 5' LAG BOLT (4 GAJ 1T[I11—I - ' � 111,111-=11=1,1--E-11 I �I�If�ll ii] aE wL ELEVATION - STAIR LANDING 31°4"=I'-0" 110!9 ISSUE©: 03/01/12 DRAWN: CP5 S K PEIGHTAL ENGINEERS Ltd CLARIFICATION SHEET: G� .4 OF: 5 STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C Basalt, Colorado 81621 (970) 927-9510 skpe@sopris.net WALTER REMODEL 534 COUNTY ROADS 100 CARBONDALE, GOL0RAD0 11019 C9.3-5 dwg, 3/9/ SIMPSON ABE66 BASE 4117{-1 518"4) x 4" LAG BOLT P.7. 6x6 HT LAN>2IN& SEE FOUNDATION PLAN 11" T STRINGERS 6x12 HT =1 III T= ILTiEI19 111 '=11.01E[11la1111111E1 HE-' =Limp MIlirellW41"1 I V=I 11=1 i 1=i 111111111- 111 T SEC T I ON - LONER STA I R tl 3(41:iI-o° 4x12 HT TREADS 1NITH TAIOZ ANGLE BOTH ENDS ISSUED: S K PEIGHTAL ENGINEERS Ltd GLAIR I F I GATI ON SHEET: 0301/12 DRAWL: STRUCTURAL CONSULTANTS WALTER REMODEL G1.5 GP5 204 Park Avenue Unit 1C Basalt, Colorado 81621 COUNTY 534cl COUNTY ROAD 100 OF: l (970) 927-9510 skpe@sopris.net GARBONDALE, COLORADO 5 11Homerlhomer\Job Files 1II000\11019 Wolter Additionlbrawingsl5tructura 1- 1 REVISED: 10/21/11 #5 x 26" DOWELS co IS" 0.C. DRILL AND EPDXY 5" INTO €XISTIN6 CONCRETE TF P,6'-6" TF 86'-6" -1- CRAY' L GRADE, 66'-2" Yr I TW 4a-5 3/4" THE R I' -e 314" INDICATES NATURAL STONE BANK TO REMAIN 5'-0" POST LAYOUT SEE ARCH. STABILIZE STONE BANK BOTH SIDES OF BUTTRESS PAD FQQTlNG SGHED)LE MK SIZE REINI=. 0 2'-0 S0x12" 3-#5 EACH WAY 4'-0 SQx12" 5_ $S EAGH WAY g 5-0 S0x12" 5-#5 EACH WAY REPLACE CONCRETE SLAB WITH 4 SLAB AIM 6x6 - 1.4x1.4 IPF OVER COMPACTED GRANULAR BASE. (CONTROL JOINTS @ 15-0" 0.C. MAX.) PARTIAL FOUNDATION PLAN I/4'=1' -O' 1101c1 ISSUE: 10/25/11 DRAWN: GPS S K PEIGHTAL ENGINEERS Ltd CLARIFICATION SHEET: q G5.1 OF: 5 1 STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C Basalt, Colorado 81621 (970) 927-9510 skpe(sopris.net I PALTER REMODEL �} ROAD 534,1 COUNTYQ p ROAD 100 GARB0NDALE, COLORADO s15tructurolVlarificationsU1019 C5.1-3.dw9, 10/27/2011 4: omer\Job Files N11000111019 Walter Addit v 5-14" VL [q0'-7 I/4" T. PLYWOOD q0'-8" P.T. 2x12 LEDGER WITH 1/2"4, x 5" TITEN HP SCREW ANCHORS @ 161 Q.G. STAGGERED. 'TYPICAL 3 AS INDICATED. 3-14" VL u [q0'-7114"1 0 t - LLtAK ti -tri I C.Kt I t LUY=K • T. PLYWOOL 2x4. 16" O.G. 1^11TH 1124 HAN6ER5 P.T. 2x4 LE06ER WITH I/2"O x 5" TITEN HD GOREW ANCHORS • 16" REVISED: 10/21/II 3 I12"x3 112" VL COLUMN ABOVE, SIMPSON BC.40 POST BASE TO PLYWOOD. COLUMN LOAD CARRIED BY MAIN FLOOR ABOVE STAIRS BUILT OVER OPENING PARTIAL LONER FLOOR FRAH M& 'LAN u4. -I' -O. ISSUED: 10125/11 DRAWN: CPS S K PEIGHTAL ENGINEERS Ltd CLARIFICATION SHEET: G5.2 OF: STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C Basalt, Colorado 81621 (970) 927-9510 skpe@sopris.net WALTER REMODEL 33401 COUNTY ROAD 100 GARDONDALE, COLORADO 20114:24.42 PM icatione\11019 C5.1-3. er\homer\Jab Files11I000\11019 Wolter Additian10 3-'4 1/2' VL 2x6 BEARING MALL ABOVE AND BELOW LT G 2x10 LEDGER WITH LEDGERLOK I/4'0 x 3 5/S' (L135S) %REWS TO LOG WALL. 3 ROWS to 16' O.G. udr 2x!0 LEDGER WITH LEDG OK 1/414 x 3 5/8' (LL358) SGREWS TO LOG WALL. 3 R.0145 @ IS" O.G. REVISED: IO/21l!! 1111S" VL LEDGER WITH LEDI..OK 1/4"0 x 3 5/S' (LL358) SGRD 6 TO LOG .ALL. 3 ROWS 16" O.G. PART I AL MA I N FLOOR FRAM I N6 PLAN u4r=I,-0' 11014 ISSUED: 10/25/11 DRAWN: On S K PEIGHTAL ENGINEERS Ltd d GLARI F!CATION - - SHEET: 05.3 OF: 4 (970) STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C Basalt, Colorado 81621 927-9510 skpe@sopris.net WALTER REMODEL 5341 COUNTY ROAD 100 GARBDNALE, COLORADO �t4u"tif+r�f, oL§71 21"1. a 1. 4 caw°~ 1' REVISE ie%lt "'` 04/18x'12 Ca 2- I/2"4, x 6" LAG BOLTS VL BEAM TO COLUMN 112"4, x b° LA6 BOLT FAR SIDE AN VL BEAM. SEE PLAN. SET TIGHT TO COLUMN. FILL -1N VL SEAM. SEE FLAN. T. PLYWOOD SEE PLA VL BEAM AND HALER FAR 5112E OF COLUMN SIS PLAN VL COLUMN. Cit PLAN. COLUMN AT STAIR O ENING 1 112'=1'-O' iioi9 1SsuED: S K PEIGHTAL ENGINEERS Ltd GLARI F I GAT I ON - SHEET: 10125/11 STRUCTURAL CONSULTANTS WALTER REMODEL 125.5 DRAWN: 204 Park Avenue Unit 1C y 100 CP5 Basalt, Colorado 81621 COUNTY 5341 ROAD OF: (970) 927-9510 skpe@sopris.net GARPGNPALE, GOL0RAD0 5 2:2140 M. Tabloid \Job Files111000r11019 Walter Addition& c\ r ril TIN qq��O'-//5 3/4" T F 551-0" ra r r r r r T 10'-5 3/4" TF 8T-01' r r r r I r r\ ,CRAWL GRADE to -2" �• o Q I_ r r r r r r CRAWL &RADE 85'-2' TW a81 °-��}/5 VIS"" TF 33'`Q11 *5 x 32" DOY'€LS * Ib" O.G. DRILL ANP EPDXY 5" INTO EXISTING CONCRETE ft +6 r 1 " FACE (E) CON. TO OUTSIDE FACE NEW GONG. REVISED: 041/16/11 TW Bb° TF n3°- TW 10'-5 3/4" TF &1-b"t CRAYVL GRADE 84'-•2" TF 86'_6" x 26" DOViELS @ Ib' O.G. DRILL AND EPDXY 5' INTO EXISTING CONCRETE TF 86°_b" CRAWL GRADE 86'-2" PARTIAL FOUNDATION PLAN CY 14":I'-.0" INDICATES NATURAL STONE BANK TO REMAIN SHOTCRETE COVER TO STABILIZE STONE BANK BOTH SIDES OF BUTTRESS ISSUED: 01/13/11 DRAWN: CPS L S K PEIGHTAL ENGINEERS Ltd STRUCTURAL CONSULTANTS 204 Park Avenue Unit IC Basalt, Colorado 81621 (970) 927-9510 skpe@sopris.net GLARIFIGATION MALTER REMODEL 5341 COUNTY ROAD 100 GARBONDALE, COLORADO SIIEET: G3.I OF: 4 ter Addition\brawings\Structural\Clarificatio 0 LL .0 0 z 10'-2 3-14" VL am LJ n T. PLYNIOOD q0'-8" F.T. 2x12 LEDGER NIITH II2" ) x 5" WIEN HP SCREW ANCHORS @ 16" O.G. STAGGERED. TYPICAL `;c3 AS INDICATED. VERIFY IM FIELD TO CLEAR SHOTCR;ETE COVER 111,4■ h 2x4 @ IV 0.C. rill NTH U24 HANGERS F.T. 2x4 LEDGER V'UTH 112". x 5" T1TEN HD SCREW ANCHORS @ I6" �o n STAIRS BUILT OVER OPENING r. PLYNioOD QI'-I I" REVISED: 01/16/II 151 PARTIAL LOWER FLOOR FRAMING PLAN I/4":I'-O' k /c s4nm��o�:: ..;illlllt411 ISSUED: 0:4113111 DRAWN: CPS S K PEIGHTAL ENGINEERS Ltd STRUCTURAL CONSULTANTS 204 Park Avenue Unit IC Basalt, Colorado 81(121. (970) 927-9510 skpeO,sopris.net CLARIFICATION HALTER REMODEL 53401 COUNTY ROAD 100 CARBONDALE, COLORADO SI IEET: G3.2 OF: 4 -o 9/16/2011 2:2 ians111019 C3. ISab Files\11000II1019 Walter Addition10 REVISED: OSI/16/11 WALL AND REINF. PER DETAIL 1/53.2 2- $15 HORIZONTAL SLOPE AS REQUIRED CAST WALL TIGHT TO NATURAL STONE EPDXY DOWEL SEE PLAN EQ T. PLYWOOD r NATURAL BOULDER TO REMAIN SNOTCRETE COVER TO STABILIZE STONE SLOPE WALL, REINF, NOTES OVER STONE PER DETAIL 24/533 EE PLAN BEAM COLUMN SEE PLAN AND NOTES DETAIL 5/53.1 PAD FOOTING SEE PLAN T. FOOTING SEE PLAN WALL, REINF. 4 NOTES OVER FOOTING PER DETAIL 3/53.1 TYPICAL IS" CONTINUOUS FOOTING SEE DETAIL 4/53.1 4 4 4, • 4 C I LSPA E 5 SS 3/4"=1'-0" Wig ig ISSUED Q4113/11 DRAW CPS S K PEIGHTAL ENGINEERS Ltd STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C Basalt, Colorado 81621 (970) 927-9510 skpe@sopris.net CLARIFICATION WALTER REMODEL 5341 COUNTY ROAD 100 CARBONI ALE, GOLORADO LSHEET: 033 4 16/2011 224:41 RM Tablaid \11019 C3.3-4,dwg, .\Homer\hrnneriJab Fiies111000111019 Walter Addi REVISED: oa/16111 FRAMED WALL SEE PLAN P.T. 2x CONTINUOUS PLATE NTH 1./2"0 ANCHOR BOLTS 32" Q.G. STAGGERED T. YOU. SEE PLAN T. PLYWOOD SE PLAN FLOOR FRAMING SEE PLAN 2- #5 HORIZONTAL SLOPE AS REQUIRED CAST NVALL TI&HT TO STONE NATURAL BOULDER TQ R ENA1N r &RAPE BEAM OVER BOULDER 314':1L01 110101 ISSUED: 041/13/11 DRAWN: GPS S K PEIGHTAL ENGINEERS Ltd STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C Basalt, Colorado 81 621 (970) 927-9510 skpe(4)sopris,net CLARIFICATION WALTER REMODEL 5341 COUNTY ROAD 100 CARBONDALE, COLORADO SIIEET: G3.4 CIF: 4 j ,CRAM- GRADE &,F-2" #5 x 2b" DOWELS 0 Ib" Q.G. DRILL AND EPDXY 5" INTO EXISTING CONCRETE TF EW -b" r GRAYYL. GRADE eito-2„ - 1 . FACE (E) GONG. TO SIDE FADE NEIN GONG. tt5 x 32" DOWELS 0 Ib" O.C. DRILL AND EPDXY 5" INTO EXISTING CONCRETE t-ct TY� 4O'-5 314" TF &7'-b"t V.I.F. CRAAL &RA1 E REVISED: O1/I6/I I .4 PARTIAL3FOUNDATION PLAN � va.=r-o. i' -B INDICATES NATURAL STONE BANK TO REMAIN art PEI SHOTGRETE COVER TO STABILIZE STONE BANK BOTH SIDES OF BUTTRESS • ISSUED: Qan3n1 DRAWN: GPS S K PEIGHTAL ENGINEERS Ltd STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C Basalt, Colorado 81621 (970) 927-9510 skpe@sopris.net CLARIFICATION WALTER REMODEL 5541 COUNTY ROAD 100 CARBONDALE, COLORADO SHEET: OF: 4 r Addition\D Q 11Homerlhomer\J'ob Fil iq©'-2" 2-11 1/S' VL BELOW BERING WALL 5-14" VL [S,1'-1 518"] +T. PLYWOOD V m P.T. 2x12 LEDGER WITH x 5" TITEN HD SCREW ANCHORS @ Ib' O.C. STAGGERED. TYPICAL ;ma A5 INDICATED. REVISED: O/I6/11 3-14" VL [S411-1 5/al a g ev U or • - PARTIAL LOWER FLOOR FRAMING PLAN (§1/4'=11-10" 1101a VERIFY IN FIELD TO CLEAR SHOTCRETE DOVER 2x4 @ 16" O.G. WITH U24 HANGERS P.T. 2x4 LEDGER WITH I/2"4 x 5" T1TEN HD 'SCREW ANCHORS to 16" STAIRS BUILT OVER OPENING ISSUED: 0143111 DRAWN: CP5 S K PEIGHTAL ENGINEERS Ltd STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C Basalt, Colorado 81621 (970) 927-9510 skpe@sopris.net • GLARIFIGAVON WALTER REMODEL 534q COUNTY ROAD 100 GARBONDALE, COLORADO SI IEET: G3.2 OF: 4 homerl7ob Files 1.110001I10/9 Wolter Additi REVISED: O4/16/11 iNALL AND REINF. PER DETAIL 1x153.2 2- 05 HORIZONTAL SLOPE AS REOUIRED GAST WALL TIGI4T TO NATURAL STONE EPDXY DOWEL SEE PLAN of EG air NATURAL BOULDER TO REMAIN SHOTCRETE COVER TO STABILIZE STONE SLOPE WALL, REINF. 4 NOTES OVER STONE PER DETAIL 24/553 WALL, REINF. 4 NOTES OVER FOOTING PER DETAIL 5/53.1 TYPICAL I8" CONTINUOUS FOOTING SEE DETAIL 4/53.1 r T. PLYWOOD SEE PLAN • BEAM 4 COLUMN 5EE PLAN AND NOTES DETAIL 5/55.1 PAD FOOTING SEE PLAN T. FOOTING SEE PLAN 6 e 0 d 0 _o 4 GRAkMLSPAGE BUT E55 3/41=I'-0" 11019 4,0" ,Z)S p 0 RA F a 251Y' 4" ' 4 ISSUED: O4/13/I I DRAWN: GPS S K PEIGHTAL ENGINEERS Ltd STRUCTURAL CONSULTANTS 204 Park Avenue Unit 1C Basalt, Colorado 81621 (970) 927-9510 skpe@sopris.net CLARIFICATION YMALTER REMODEL 534ci COUNTY ROAD 100 GARBONDALE, COLORADO SHEET: OF: G3.3 4 REVISED: O1/I611 V FRAMED WALL SEE PLAN P.T. 2x CONTINUOUS PLATE W1TH 112°tP ANCHOR BOLTS @ 32h O.G. STA66ERED T. WALL SEE PLAN 2- #5 HORIZONTAL 16" O.G. EACH EAY I , &RADE BEAM OVER BOULDER 4 L.-lII-° C i-61111 EQ EQ a T. PLYWOOD SEE PLAN FLOOR FRAMING SEE PLAN 2- l5 HORIZONTAL SLOPE AS REQUIRED CAST WALL TIGHT TO STONE NATURAL BOULDER TO REMAIN 314"=1'-a" 11011 25 T Ye f,q�qzre �� nimlti* ISSUED: oa113/11 DRAWN: CPS S K PEIGHTAL ENGINEERS Ltd STRUCTURAL CONSULTANTS 204 Park Avenue. Unit IC Basalt, Colorado 81621 (970) 927-9510 skpe@sopris.net CLARIFICATION WALTER REMODEL 5541 COUNTY ROAD 100 CARBONDALE, COLORADO SHEET: G3.4 OF: 4