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Home My WebLink About2230 ARAPAHO RD- 2230 Arapaho Rd. .. % 0 24 0 0 8 3 i co t .E g 0 PO rn W 0 2 5 z 5 A' 2 2 1 .hi-TN=-em 2 9101/11 Iu!0430 NuPPI!ng ATIuma @INUTS peol luednooo uSTs uooK gImezns 9 ligqow (S) 1@UMO Jo SS@ippv ~UU SUIEN 10!.Ils!(I-SUIUOZ I9*8 loquInN 1!ULIod Bu!PI!11Â£[ suo!1!puoo Iwoods OPII EOOZ opo O Jo uoy[!PE[ 3Iquouddv Certificate of Occupancy 2230 Arapaho Road This New Detached Single Family Dwelling with the laws and ordinances of the Town of Estes Park and is hereby issued a Certificate of Occupancy ulnbini ILS 9ZE 9505L Xi 'JII!ASIMy-I Kouednooo puu 9 pe of Construction paL[Inbapi U[OlsKS Â·IDIFITI ,46*L TEMPORARY CERTIFICATE OF OCCUPANCY ~~~ PAI]p NES_I 2230 Arapaho Road. 8461 Address Building Permit Number The work approved by Building Permit Number 8461 has not been totally completed. However, applicable life-safety requirements comply with Municipal codes. Therefore, to allow owners the most possible use of their property, a Temporary Certificate of Occupancy is being issued. It is the responsibility of the contractor and the property owner to complete all requirements associated with the permitted development, in a manner complying with all Municipal Laws. No changes from the approved site and construction plans are authorized, without prior approval of the Building Official. The contractor and the owner must read and agree to the previous conditions and the following corrections, prior to issuance of a Temporary Certificate of Occupancy. 1. This Temporary Certificate of Occupancy expires Januarv 5,2009 2. Business license affidavit required to be submitted to Town Clerk for review/approval. 3. Edges of OSB, penetrations and openings required to be caulked, flashed & sealed for weather protection and air infiltration. 4. Wood siding, sheathing and wall framing required to have a minimum of 6" clearance from final grade or have been provided an approved system for protection from decay damage. 5. Construction supplies, tools, trash & debris required to be removed. 6. Bearing required under west porch stair stringers. 7. Full inspection in attics (2) required, provide OSHA approved ladder for access. 8. Door between garage and house: adjust spring loaded hinges to latch door shut. 90.. Bathroom lavatory: wall penetrations required to be sealed with escutcheon plates or caulked. 96. Caulk lavatory backsplash to wall. 10. Fireplaces required to be inspected and approved. 11. Provide barrier over insulation kraft paper in mechanical room, meeting flame spread & smoke developed index complying with ASTM 84. 12. All TCO items listed must be resolved and CO obtained by TCO expiration date or new permiUadditional fees will be required. + )09 Contractor Date 21.11 wl- , 49Â£0 9 Owner Date --~---j'F 1 Building Offidial Date Fee: 100.00 -2-1 0* S 0 1Â£- C'J (5 m 3 4 - 0 0 - 0 6 C LU LU 0 .7 '1. 9 .DIT 322 -Z w g=* : i Â· = %Â£Â»-9 6 C C=<I N N O - -WZU I m EWE 5 2 4%4 W=<2Â« 0 3458 01 D U LU ~Ftgmmge==22 3 -- 0600=- LU W LU LU LU LU LU LU 8 LE &1 wuJw w w Jiw Â©CD Z CO O -O 5 4 4 WWW % 01 N Ne -7_Â«u.J &1 ---40 ,--<DLL-1. "-O 4/3-a.A *.......1 2...2 - 1 - = 1 LUZJ OecD =D -1--1--IOD a Ents V,< Â» -=00=a CkIL=J<)L-1 0 - 4 L - W - MIEQZZ 712 - R 00 (0 . a - U 0 0 - - LO HUU-kU . 0- C.ZZ -~ N 00 LW-n_-O .. = Z LU U.1 I *L.Â«'.0 4 3 3 2 1 00. .,1 fT I ty NE 1 1 -~ M% 4-1 - ' o n I LU 0 = Â«C 1- CC < W el CL - *- -- 0 - 17 - . 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No. 22-1717-04 z '913 ZZ'S 99'8 29'SL 09'61 094 Stedâ‚¬331* 0NN3d0 22'8[ 8N/AX1 Â£Â£'9/ gz.LS 80*3Â£331* 22.02 22.22 8*4 LE'Â£ 209 06'9 LZE VE 98 0619 86tdÂ£331* i[-on ' 20'LL AA3IA IN01108 EL.ZE 9Z-Z9 8993Â£3319 82 81 22'6/ 69' L 19'8 22'02 EE.ZE EL ZE ZZ 82 8*4 LE.9 20'8 06'9 2 K'LE N 93 06'29 Â¥6*3Â£3312 30'LL 60'El 8N/AX.1 88'8 L VO#383312 L 'Ae. 499008 J L 2 '6/A 1 803 DISCHARGE 4 OPENING AWING FOR 2MTEE3F31, 37, 40, 49, 65 MINHIUM UNIT CLEARANCE TAE 61300 SIDES FRONT ~~CK 1~0 13 li~}0 eull bil au!1 see AAO~:1 FIG. 1 2|8 104uol 68' 1 29'C AIRFLOW AAO1=Idn 1VJI183A 2Â£9 9917 LS'ZL 09'LE 09-88 9* SLEdÂ£331* 2.9 99.8 29'St 09'6L 09'LE Ek VL83Â£3312 2'9 99Â» 2911 0948 09 82 9 Â¥283â‚¬3312 ~ HEATER Ek LE gz 29 Â¥993Â£3312 40 6 11'bu~& r i 526 12 l V ON 1300IN , TOP VIEW M31A 301S Nblnl3bl /r- 216 RAITERS O 24' o.c. //\ ~Fil 416 CON!1110 JS IAN 541\\ E 2-2x6 / ~-6/ POST L 2x8 mDGE WEWBER W POS[/ L 2-M /Th GABLED END ROOF FRAMING AT FRONT ENTRY LF N.T.S. NOTES: 1. FULLY SHEATH ROOF WITH 1/2" THICK STRUCTURAL 1 PLYWOOD 2. FASTEN SHEATHING TO WOOD FRAMING WITH 8d NAILS @ 6" O.C. AT PANEL EDGES AND 8d NAILS @ 12" O.C. AT PANEL FIELD / 2x8 RmGE 1{heER 2*6 RAFTERS 0 24' o.c.7 / ~\ZÂ·Â·~ Th& RAFTERS 0 24~ o.c. 3â‚¬KL 2-M 7 ~ .1\<5165.1 F 2-2x6 e 4x6 CONTINUOUS BEAN | 6*6 POST 7 /-6x6 POST -r- rih ELEVATION AT FRONT ENTRY N.T.S. i....... TEâ€¢PLETON STRUCTURAL MOON RESIDENCE 1 04GIEENIG. IC r~ 3132 INDIGO CINCLE SOUTH 2230 ARAPAHOE ROAD _1 FORT COLUNS, CO 80628 ~ (970) 215-8301 ESTES PARK, COLORADO ~ AU- DRAINN AND -nEN ~ IfORMATION APPEARNG HEREÂ»4 Title, IDate: ~ SHALL NOT BE DUPUCATED, [.12:D, OR OTHERmSE USED GABLED END ROOF FRAMING AT FRONT ENTRY 4/30/08 WrrHOUT THE Â¥,WITEN CONSENT OF TEMPLETON STRUCTURAL File #1 Scale, Drawn by, Prepared byi DIGIEERING, INC. 07002-S N.T.S. WTT WTT 1 4 III.. " O 22-06 /teD 6Â§1\ E r-1 C . 5 4,8/N N Ue 0 E *46:.f##~t~* i \\ 0 I 11 . 4-1 11:= 0 M to b Â£ # / V 9901 g >,Ln O X . 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Be w r 11 LA .-. 11.31 1 02 3 4 a 4 4 5 ~,3 li # U. 4 d itt 00 dE 4 2 -P i 4 3 1 1 t I. k.a. i 1 9 ' 21- i CL - ht i - Â· Â·- -t-- (9 cj 1 1 - 4 3 S r 1 0 C , ti 1 4 11- Fl 11 Â¥ M.- a . 41 A. -724; t---1 3 1 -7 44 2-146- 62 3&' e ~ Orfr-) ff P -77 15 f 15 - --Â· ' AV.A 6 - G imIL russ ~ ~;81, 3--ed,5 T --981,)Â¢1 q4.11- 4,1793,V1*04 7*d Jfdon Buildino Officia! 143 -00 9461 fOWN OF ESTES PARK APPROVED Building Department By_tÂ¥ 40-- Date 195 08 Bl!!!dino Official 1 10 * 5 1/70 13 11 SROS 0 16* u r NNE U â€¢11 (14 MAI UL 111.) ~ 9[ATIED WI, 1/2* Smat,Al 1 Rm00 5,1 lili Ill '11 7//Ill / 501 Ill lilil Ill ,Â», ./// 7 Ai r- rf / \/1 \/p// \/t/.551Â«1 \/ 1 f // N A V // A /\\\ l , 1941 1 A / Â»,/ / 15(JAA~ A Elf 1 1 1 1 1 - 1 1 1 - _LE* 31 1 1 1 .//11 1 1 1 1 [ I r-IT / ,\V,7 1 0///7 /13 551\ /1 A /35 / /// \\ , / 1 V 1 // 1/ A X 455 X 12/ , 5,5 0/ lili 1 /1 fil , ' 11' I1 ~0 r r 'fi r , 11'LI t r./1-t...~l 4,4-1-21_-,it A 2-/ ~ ~11. 1-t -T Nati - I I Y-â€¢r Er 1/SM *014-0625 11~3.- / Kf~ BRACED WOODWALL AT REAR OF RESIDENCE MIN *Â·SDS 1/4' I 2 1/2' SCIE J N.111 07%* Al 51[-All LOCAn016) NOTES: 1. FULY 8HEATH WALL WITH 1/7 THICK STRUCTURAL 1 PLYWrOOD 2. FASTEN 8HEATHING TO W00O FRAMÂ»le Â¥MTH lod NAU 0 4* O.C. AT PANEL EDGES AND 100 NAU * 17 O.C. AT PANEL FED 3. PROVIDE 5/8* DIAMETER ANCHOR BOLTS SPACED AT 24" O.C. WITH MNIMUM EMBEDMENT OF r NTO CONCRETE FOUNDATION 4 PROVIDE 2 - SlkrSON HH[)014-8062 5 HOLD.DO*N WITH 30Â·806 1W x 2117 SCREWS AT EACH SHEARWAU LOCATION <>4 - 0, '41 1 2: I Â¢?= A ~*i St 5.1.1 ftvt. , on 0433%7< - p G Dfps ic,4 Le 04,0 3 MOON RESIDENCE 2230 ARAPAHOE ROAD 11 *- 00Ua-, 00 00628 ESTEST PARK, COLORADO . I *L M"I &* .IrrEN El 15;, Â¤0, , El#"I~"~~~~A'=: Title, 1Dat. 1 DeCLOGEn OR Onâ‚¬-ISE MED BRACED WALL DETAIL AT REAR OF RESIDENCE 1/23/08 1 -- .-U:===Ai~ OF TEWLETON HAA Fae *I Scale: Drawn loy, ,Pr @pared by Declllgl. IC 07002-S NTS WTT I WTT \\\\ I ill' I. I. . 1 Hoomo 1\ 60Â°0 0 1100.0.00 11 . el 8 0 0 0 44 0 44 1 000 "11 lilli 00 10 1 U . E- It CD O .F O In . 00 * Â· . 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US!Sep s!41 spnol @41 ;ELIâ€¢ Ulewaose ;SnU.1 JaUS,sap Su,Pl,nq @41 Â·UO!:eouqu, 01 JO}!Jd JauE;!sep Bulplinq ioipue Jalnjoe,nuelu lu@Uodu.,00 041 Aq pa!,!,4 aq o; m Aul u! paocid aq Jou Iie~ls ;uauoduloo s!41 ~4â€¢Buei Bu!:Monq @onpa. 01 Aillo siaquJ@ul sluauod i Jo poddns inge' 10, s UM04s 8u,oe.,3 Â·Polou SSnhll SN Iie:sul 'aipueq '0;CO!.qu Â·uoisolloo aieid Joloauuoo asneo Jo/pue %6/ P.I.X. 01 pOOM 241 uawoo a.ims!Oul @41 osneo Il!/A Wo luauluo,!Alli '2.le,AUOS leisml U,01; indino se aiquileAe .spodaw wilia Bu,un o put Ju!0 f, spiepums MOIIC)1 34; 4)!M DOUEp,000[; U! ssn.4 s!.41 @oe.KI pue 01. -682 EXS' L ASCE -0 shown re b s ONLY BC St'ZZ-928 I - 1-1,-00 OVOk! 3941-NOE53 MN LOZ 8~se FORC CS Office Received Date \1\\-1 \ 37 Town of Estes Park Permit Number 64 6 1 Received By 06 Long-Term Residential Apphcation / nuilding Permit . u ~_1\ 08 Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires General Information and Inspection Line (970) 577-3731 m FAX (970) 586-0249 m www.estesnet.com 1)29 loq NOTE: Use this Form for Long-term Residences 30 days or more. Permit Expires Job Address: Condo.10'No O Yes; Lot Size: /, 07- sf/42 1.-13 943 -0 #,Ar#/tb (10 4 1-3 Lot: .f~- Block: ~ Subdivision: ~</MI//0 /11/4.04 /5 Z 52& 'S' Parcel #: 7002/- 06 * 069 j Owner Name: ~<069-1 P. Â£400,0 +5(Alâ€¢â€¢41â‚¬0 Phone: 972 - 49 2 -06 1 0 Address: A-JO S-Â£6_ -70 â‚¬Q JUU 6.,/11-A U,i- -r; 1<1 0 (Street) (City) (State) 9-70-3/0 -O-709 (Zip Code) Contractor: 735 C ~-t. f Town License #: 11 1- 4- Phone: 970 - 2al Â· 0300 Address: 960 6.'AL wArt< 0/14# -- to\Jil*Â·10 C & SS-38 (Street) (City) (State) (Zip Code) The Following Applies to New Work Only - Complete all that apply: -NNew Building O Alteration O Addition Master Plan# Building Use(sl: gpwner / Residence O Rental -30 days or more O Accessory Dwelling Existing usc: Proposed use: ; # ofNew Dwellings: 0~ i # ofNew Kitchens: 1- Sewer: Â¤ Estes Park Sanitation,Flpper Thompson Sanitation O Private Septic - Requires Applicant to first go to the Health Department. Plumbing Involved: O No-81'es - State and Town Licenses Required; Plumbing Fixture Worksheet Required. FixturesSEAdd Â¤ Relocate O Replace O Demolish Water Service: Â¤ Existing Miew -#of Meters: | . Meter Size: 7/9 inches Electric Involved: Â¤ No &Â¥es - State & Town License Required. State Permit and Inspection Required. Service: Â¤ Existing -ENew: O Overhead O Underground; # of Meters: 1 ; Meter Size: 700 anlps; Temp Meter: O No 12Â·tes Tne of Heat: Kbas ~04414Â£ as Involved: Â¤ No 0 Yes - Qualifications and System Sizing Requ*d ~1'Electric B,Will 1. 5 2nd Floor (sf) Garage / Carport (sf) Porch w/ Roof Deck w/0 Roof KNatural Gas O LPG # of Gas Appliances / Outlets: Â¢*- O = Building # Floors Height: Fin _.2, - Fin ,De,r 613 Attached *4)53 00 3,20 00 9 /3 27 I?" Ft. -1- Unfin ~1.0~-~ Unfin ~00p., Unfin ~ Detached 0 he .006 Job Description: Total Valuations (Labor & Materials) , Niw d.:F.#L s .r.,11,0.0 6,61,11(e.(,4 I certify this application is t,ue and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT ! AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES_ASSOCIATED WITH TH]S APPLICATION. 00*Atractor O Owner O Owner's Agent O Tenant Signature %--_DE==:c~zi___.-_---EZ...ZZLfLEEZ=.....~!279<~tt-11<~ *** Office Use Only *** Job Description: Application Information . PErne,Â·WED 31WA LE. 1%0<,n'\1 1.-L~ i)(OGUI,46: Approved Disapproved Fees Public Works ' ~*~k Tvpe of Occupancy Class(es): Water 0 9â‚¬ls.00 Construction: 10031Â£C ,/22 R- 3 /4 Light & Power / 370.00 Occupant Load(s): Floor Loadis): Roof Load: 4044 Planning, 30)Gturd A 0%,6 40<54 40254. Variances: 0) 4 419 5 PEâ‚¬,O 1 05 vvie,Â·6 3; CG, Fire Department .... MC)AUL 66 '01 4 AL C 3) u y~~ Building . b~ 8 5. OD Setbacks Fron~-<, Sides , Reac , River 14 50 -w- Man Review 2*-71. Att Zoning Hazards Census # County TRI Leoll.41 Geo Wildfire Flood .50.00 #4044. Certificate of Occupancy Butwing Offici.15) pate i f lIli 11 0Â»1 Ar CM , 114 108 Total 1710 1.4 U \\Servera\comm_dev\Building\Forms\Applications\Building Page 1 Revised 7/14/2006- CB , -6.all f , " 4 C O O6 1,62-Â· -9 j i 'l 4 i l=1=26..:/* f 1 1 i i I i KielildoleAGO k l 1VAC l ~Setbacl< (TYP) /Ki) : 1/ 1 i 1 1 . i . 2 \ /4 0- Â·E * 3 Z CO it 9 08@4 l O CC O:-LUOED -3 CZE \ Â»> 5 2 LU ~1-1.1-2 I ..Fi i *29 92 L.LI DI O 3 OL 23 26 :9 63 Ch , LL O- 9 -0 l U -4 n i i i <3 Z m *Zmt E-6 R 2/3 . af :Â£ O0- 6 1 % :2 63 4 24 1 50~ i \ i 1 2 4 i Â« - 2 [15 1 5<C 1 1 \ \ 1 -5 22 1 i & b la i : \ i t i 1 1 If --'. ...1 ; i Â· i/- 1 l \ l i '* 1 i 1 i: I 0 1/ \ \ 3 Ador ' . /:1 0 i b U \ Â£ f f ~ti C 3 1-9 4 20, 6 1 d a / i 4: \ 62' 9 ~ A E 1 3, c â‚¬ 13* i ~~- '4 4 9Â·I â‚¬ a f- '6 1/6 1 1 il . l 14 i i 1 1 PE 1 9 3 1 y - Â· 2 5 3/ /1:, 1 i W /Jot. 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BLK B, ARAPAHOMEADOWSPH] SUBPOD, A> 1 , . 1 - N16 15'00"W - N29 050FU.--1-.-- - ) 64 L L 84 4 1 WALKOUT WALLS 31Â·/ poKA FiaÂ«M ~ 2*12 Treated Rim Board Iâ€¢4 2Â¢004 rV E :-1 \4\\Ah>\\ *~~4*~6[*r---Treated 6x6 Posts (TYP) 7 1 ~tÂ©*112,1 WALKOUT WALLS - 11 â€¢ A k +J =ti 00) r. \,IMILL,)piihilli r CUS@%9Â»3846$*1* E 1 ~ i * 00 m U) ftÂ»***%~93%44*4Â»44%44%Â»%24~Ak>AkÂ»kÂ»*tÂ»~~4 1-1 rt: k 6 4'-loyÂ¢v 1, I 53'-1" 9ggi b" 2 11 0 1 I-713\ HMJJJ I ' T ,/ 4.4- 141 I .1 31.1/ 4 U 1/ - Â»,Â·Â»s . 91, p.l -to li R'43*kk**:Â¥%*B:%23:%*:kNFAÂ»hARkkk?S:*x Alim[ 1 74=1. 0 %4 1 -)~33 4 ,~fli~~-~Â£3'-0"--41 51 ,1,-10 4 tfu<AA\Â»-1+ 44=Â¢,eo"Â»7, INErn taN\54k 19+Fee>*06Â»Â»2<1.<Rut<Â®6Â»333Â»Â»1 4 49Â« KRONNOONI \ Ul EL r, . 21 Â» 3165 \.0 18 6- - _ - - 1/ 64455 .6 E- E \ 4.6. J [- ; 1,1,~ 4/-,O *Al" ~14'Â£;Â·w-24 4- T.-1121'1~.,~1 11-,if- 13-7Â¥11:k,1413.-~=limr:,1*T rfilttlâ€¢'1.71'~f'Â·' '7 '1 '10'N R *9-!1111'111'!'~~ 'ff'IrHn'. 1'41. , BED 3 21'-9" -4-x 6-8- 1 a Q |1q +Al .â€ž .il' m!~Ill:.,~~~=0-==-â€¢liMbh~ 0VNNI~91**t~h2.i.'*wrhv:,191!,- '* i '-1.- -' 1 1111 1 2-1 1 I "4 L 1111'L Â£4~~i i,Â·1-1 â€¢Â·+ ,='4(' i' 1,i' 1-%11 11 1 Ill' ,2-Et (CARPET) -v"~ 90*/1 - 1 ,\ 1 C~56 "-~~x 5~~~~165> \ N .lilli, .*'- 5. - 91644 * 01 1"'11 4, 231 ~ Bunk Bed 11 : -Â·e====501"=====jÂ£=2,-11"=4-18'-7" Bunk Bed . iii i.11 8 Z .1 1,1-3,-9.-13.1,-3'! 1Â·1 il, m 13'-5" Bunk Bed 111 1 F' 4 M | ,---~2**ch" 9 : e REC ROOM - Bunk E e# 1 ~ i 4- % (CARPET) O 1 k /10 6â‚¬ I I 7,2" I' 0 6V - A Ch $ 11 1 1 1 EF 1 100'/0 " 4 '-FT]I -64-1 -72 BED 5 1 1. .lillit'. r. f % 14 (CARPET) 3 * /(14 41Â· 33) 2 6 , U ~Â£&,4 19 ... 1 | ,~11 Ili, Tf.*ml--NI~11161NIM~IB,&406,A'Mi~-Inl-1411)#aN~ BED 4 -42,1 (CARPED : '- 4 'IURN. . ..4 -41 00 Col' 14'-3" . 11 \ le. 1 NA / 4 9 4 1 ' 16'1" f /I -52" \11 19 1 LIX. 11 r BunkBed \ 411 1 1 1 ./ 1-4'-10"-=f tz . 1.lilli 1 1 - 4 - 0,\ 1 /1 - I '0 2 41 ; 1 p .1 1 -1! I . 4 1 8'.1" v 16'N 1 ~ _il ' e 0 lili 1 Cubbies N Bunk Bed .i '11 11 -~ 1 A THEATER AiV ) f PA,*19~ ) Afplo ' ' .416+0 f 111 Ill .immil- 1\ ./OF Efip 12'-5" i 14'br -4 (CARPED â€ž f MECHANICAL Tr0~.0 Wrt- ~1 W-' Cubbles 13'-6" I :11 00 --Milli/illil I 22'-0 â€ž /2 4 9 ~ rÂ·g~ R~ (UNFINISHED) 9 04 6 \ ./1 1 /Ii'LI -1 0 9-Â¢,041 5~AA a.- 1 1, 1 , A. 1 46 Ac-45 -1 *3 . +-ZE) 20 & 1 41 ./ A, 44 < 1 4 7, A, P k 41*BE-Sto#U'rr,1- 1 4 13'-6"â€¢, 1 9 -4 f V 7 1 % 9440Â£ 40 Li57'1%'1-0. , O /1 RI 19,-0â€ž #1%1. 50.4 1 14517416< k - 18'-0" 32'-0" 1 01 tri 31=I 11 1 4- 4 1 J 0,64 4 * L ht 1 -I 21'-1" '11 3%% 4) 8 E -1 NOTES: = Electrician to place all outlets per code i % " ' r'7, 1 -#t-:pp! 1, ) I, â€¢ l -1,~- g '~0, 141 -Â·'' 1 0 4 t]2 - - \ 81\ 10' Foundation walk /1.11 \ 23'-0" - 64 1 , i' \ / \. All headers<2) 2x'toggi) ~S r 11 \ / If 9Â¢4. sufer s z. o 111 \ / 11 11 4 \ + 4 - \ / 1- t \ / 11- / \ /1 1 \ / 1 \ / / 1 * \ / 1 C) 1.1- \ / U Â·:r A rr' M Q â€¢-1 - O N %2 1.- \ / / -iM N 71*Â°9 / 121 NY .0 0 0 / 1 14 9 loiu. / 1 At *d / = 1 -5% 1 \ / 4 11 \ % f / 11.-1 \/ L 111 I lili. / \ /\ /\ il / 10 Id / \ 111111 / fl jl / \ \ 4 #11 / \ 11 11 / IE lili . 7 111 / 21 -4 -K \ ---11-12 \ \ 7 1 \ 1?=i \ 11 1 6% 1 / \ 1 1 \ L 4/ \ . 1 / \ 7 -4 30% 1-4 / Â£ iN U2 \ -1 \ Eng 1 / \ - !L 4 /; / 1 + / \ 1 -11 / \ 41 1 / \ ID lili / * 1-1 / \1 do -- 74 *'TI' ''t!I _i. ~,iii 14, 4 1,IL.bt in#!til & i -*rnlw fl,i-!LI,,+,Uh Â·A- 1,2, 4 , 2-'I: I,- - I., Â·MidÂ£-liti.,1*4ti#|ag (~ 9=1 n" 9 + -1 - -1 A Ed DIED 0Â£-2 Z aAUG la Ill 1 30Â¥89 k:Eld $11Â¥M d315 om Homes Decembe Basemen STEPWALLS PER GRADE â€ž0103 2Â·.0. x 60-8 2%4" * 6 11 1 Â·11 11-41 c[El 'and i[(1% I Md SMOOVENOHY<{VNÂ¥ '11 3-111 T JO] "0-,98 8â‚¬908 DO,~OZ~I set-ucti ~0*sno 1.0008 x Â¥91. /14.82 vr d9 '111 5â‚¬*1 &4(40 +t#**1 0 o.tr FOL ,~L LAP 6,4 'Riau Â«9. AL.*trf:> FoR -pfia.(SÂ·r*IR. - 4/9'fr>) X<91%1444\4~3**bu/;K \4441\ -9 ?.-1 'RA,LÂ· 3,6" AÂ¢~4- 144-r. 4 4 59,4*tÂ£ C 64.10-r- FA> 3 A-' 4 0 ON- F.1 0 C .14 es U 1. 6,1+4;Uti JU 'LE â‚¬ 200*t -1: *MI.M.Mim ,". ... / 41**140*,\ ~ 1 10.0 48 00 A 140Â®1 b" f 5'Â·00 x 6'Â·0Â· ~ 540' 1 6'4" < 6'-0. x 6'-0" 5'-0Â· x 6'-0â€¢ 5'-0Â»x 6'.0 ?~~>444\~ 5,-0.'6'-0. / / 9 (1Â°YOY (172Â·~~0% U,to] k\44*4~ ~ 0 4 exÂ«12'4(7:0*R#*TZ/#2#22..1,11(qcRAAâ€ž,1â€ž,#11,vi , j (4 2 9**A61 52'-7" / 1.~4\\\.\\NOM\Ng F ti"=-940.74 , 00. 20Â·6" x 8'-0" . -k 2'-6' x 6'-00' - - 4 4 . c 40 + ) A //'- C, A. 1.116,11Â«AL *7 10 1 1 1/ .251 DINING 5'-10 1 1,7 1,0 0 -2, 1 1 rk g U) 1 . .4 6 &2'-0"x 8'.0. 1-= =1 CT,Wh (WOOD) 0 7ZZE2 ~ 4 [1'-4" 197" /1 1 41 i 4-< < U *f 5 G.EQ (Ak,M*GAL 13'-3" 39 1, \ ~ MASTER BATH j (T/LE) 1 2. f [D 129- vid< % GREAT ROOM / 14 A~ 5'-2"---~ ~- ~: MASTER BEDROOM 4 '46=3'-10~=_rf Ill m 3 133-4Â» LE] (WOOD) â€ž * r, O 101 2 (T/LE) ~ f~ 2 i t,f'--7 .:41 U.4\ 4 -4,-2, <-7 FF s jog -936" - 12 0 5 SHOWER 9 ~ 9 $ \ M . - 0:4 - 1\) 1 - . Et 1- le 1.7 1- N , .'ly I. I r . M 1| 2-6"x S'-0"~_- _01--55Â£, h l 0 11_ 3-fm.>7" 4 1=, 2 4%0 9 r # ----- --~--Bl-=15~Da-=P~=-1~---I*,02. / 4 0 q KITCHEA~ . 13'-3" Â§ y ~ (WOOD) ~ p r=- '6" 11"p'-4"t+1'141,1 FRIDGE *6 04,CltÂ¢D RAMODvi 'D,1. Au.. Â¥~AR<Uall&Â£0AE,A. %1 P> 3,- - 1 . 1 1-/11 1- , -g - --7 rÂ« 2 ACC,Â£55 0% %1-4 , i Illj. r1Avv. ( 2 05 1 -r 4 3 -4 9R 'PfloJ,O Â£ 12'-K"-ft!~~4~.-~MAL<*/ & 6 1 Lorrc# r 1'4 4 i.;,~1' O 0'.Al v I'.0Â« v HALFWAL. b 4 Pld % 1 1 006*rki,L5111.iP ' 921 8110 4 17 -8" , 1 , A wa /4 -, Â·- M+PÂ· c U-t 1/\ \ 13'-6" i I i# 991 N. / ~ .//3.11 4 --4,-4" /1,~ 708" ' " 6 -0 0 2 . I Pant,~3 ~ ~ Laundry <1 1 2 4 k /9 / 1 18'-0" ts *L-- 4'-A"-k-' 1 (0 1<3('.8.-0, L-.~ \1~ 4~ Â·" 1 :eA" 111 bilth i#*Rti@R#Imt#*im'*%Â£49#041"i *=4-- ---- .,]mt. 7"2,/MAFFI#irl,j= 16'-1" 7'_gâ€ž 4 c f i 4 4% 4 r-5,7'Â«Fzt' ( /1 0013(NE,16 1 11*/ el / /j + in_-7 7 Coucxtiqi â€¢W){0" I |) 21>UL 32'-0" l.t,10,04 A fotto* ,-1 6 9- 90 4~y Porch 9 6,6,9 A/44 13/4" . 1 Ill I 2'-7" *tzip _ 2'-7" 8 1 m -4 .1/ r I"'--11E-87 2 ,/-6~-1Â£-705(' - - 3-~ â€ž4 4 0 -1 N= L.-1 L_t~ 1 , 2,-7" i \ \ 2'-7" 576,5 0 4 tao,6 2t7â€ž ,\ U '*% 0 C.Â©A,2- 2'-7" OCA,.14.14 WALL 2'-8-x 8'-0" 9 -r, fic< li __~ COWL,i WI E f u,12/ ICEMBAKER LINE M<Acu C,0 -PfiC,G' i.#PGFUÂ®* ' 9 547,Â«rION *04\0 0 ll~6 6*6 Cedar Posts Si 0 : %.Ca 13 0%*w*4 D : S? (0 09 52 ~ -k Q 4, Plu A.r * d .4 1 4 22â‚¬ % i 30~ 1441-lfc)(' N 4 1- % r Â°926' r f i i L __ 0 1 . (b NOTES. i #Zyba 4 7 ..4 N Electrician to place all outlets per code U All exterior walls 2*6 $ A All interior walls 2*4 W g E 0 All Headers (2Â¥-2*40*Nt. 566 62.0 Ff 0 4 r j 1 Af W 1 *@ 1 11 1- 09 7 9 UD d 05 C 0 3 m :-1 (3) 3 1/2" X 18" LVL (FLUSH) 0 El - 0 9 9 h 1 #4 u 9 0. M Or 1 5 r St 54 $ m 110- V I \ i p 1 K#* 0v lMOja 21 2205 6 11' U@*2 N I Eng 3 E r- N 14 5 ; F 1/ 24'-1. L----- 4 Ju- '42.~ 1 ,-1 ;~:16-,L~,-D =4, 2 2-'-i'Uu- ir-' Â· i , f 96Â·,Â·-4''Vi~~irl'Y, briAZy, =t,4-': 1~Â·â€ž i, 3' 5 ,Â·11IN, 1 -r'1//// ~ 22'-6" y 2-1" 20 ..4 Â»....'.,/, 1% I - U D 0 â‚¬d Exv 0â‚¬N 8â‚¬908 seLUED;-1 045 SUOISFAa>I da'and Â£105 I bkiSMOOVEN 7*408/2-01. q UM .//~:~i.Â·-i:bâ€¢.i~.Ai,v. i#44Â¥2~ .4.,A,y. g Drive 00Â£0- 31'-2" ~DI~ 23'-4" ]Â£= 5'-0" f 6,-6" v 6,-6" v 9,-1 " .F 4'-10-K.~ ....:* .... 1 1~~ 5'-0"- Q" 6'-6" /=//////A-JK 5'Â·0"x 690" 5'.0. X 60.0. 5%(r x 6'-Cr 50-0. x 6'-0. 5-0" 13'~0* 5'-0Â· x 8%000 59*3'-0â€¢ E, 1 / . j 3 4 LE -I - 19- T f--3'-1"-~-i IT 1-6 1_ LE M I *3'-1"-y F i 4 -x- 4 =2 0/" R CD -ro ,(DLO,~ il 00 12.Â©DA 1\ 9 10'-2"Rail 4, 2 544& Arrhcoâ‚¬0 35Â·Crloki POL 96,,rM L. 18,19"~ Rail 1 - -- U /) .., na i io,4 5,14(2. -& 03 , X 08 40" 40" *tnâ€¢ v 9Â·.nâ€¢ , 1 i 5'-3" .2 \ \ 8'-6" , 5'47 * 9-4"-i /1 /1 /1 / f? 46*//\123 n 23'-7" R)Â¢11* A . 1 4 W. 1 NOTES: :*a Mirb )r,~1,* 14'-0" *- 4 Electrician to place all outlets per code Z 2.Z' I 2'-0", 1 9' Walls U.N.0. ,2129 i . 1 7- All exterior walls 2x6 2 46 % Osker N - All interior walls 2*4 F , 4 -:*i j 20<,u a=- 1- 2- 24 x eteÂ· ~~-~ . -4 .1 1 24'16'.8"/ 4 11 Al-2 A 0 500 *tf#CHAD *Â£ 4200+ 1 --1, N' 87.'Â·Â· k 4456 L.Wl ourr 9 0 4 C OP. r,P/. elâ€¢A'W\; 4 9 Â· J Iz~-44.--1-74-5" ~9 1/ C 33 1 \1 1 CO lit ,- .8* r,*x~"Ard; 71 + eS tO af 7 6Â£4 4 20,-)5 < 1 8,0.- - 1 24 00 00 9 A doJ 2 -4,IW,~al"~=~ i u 1 4- gi 30 00 2~ 8 26 , bi.23621 6 1 Mt ~.14 9 0-4 N 0 : 11'-9" ./ 0&04Â·rpL 0 t th / 8 4 'r, 1 4 \ <0 9 00 I 21 01 1 11 7 i N tr, 1 |Â¢,0 " 4 ~ 2-7 m . h . P. 1Â«K 21'-0" /1 /1 C) .> 00 C CO E t' 00 EME *U 1 3 1 US Ne Em Â° E . 1 td utli:tl~~dn 088't - NCZEt 12.Iv oâ‚¬tz 089 - dS Paq guoISIAaN aouap!sali uoow .0-.81 â€ž0:ZL 43 'COd COS I Eld 00Â£0-zoz 7 iyet.uot-i~to#sna l-A+t46 0 LO Cia L,c, 2 94 17,453. 3% 1 tAR,(64 4 6Â·4*rD / UPÂ»L 70"704 0 P C#AfFEU> 040 (U>OF. 1 14Â£52&.errio er 0 1 12 ~T~-2=2=r -xi::=-= v*,_ Â·rt n T-- r -1- =*I ~ 2Â©WA+4 Pe.~ / / AL.il.'I -I H. .-W.'Il --~i r-+ =F!==1 11274%~191'~31-y-h~133- ~~21.2*2% F--Nit &14Â·-1 +C- 4-14 40 tz. CoMPD,Â»14 'â€¢'I~ IFG121[21!24CUNbili~6.-4~:~t)~~1'It~ V:5Ail.Fb' Â·-11 1/9" Pl YWOOn nF=r:KINrt / / CA//2/A/=99=n -7-9/ /FecR 7-Â¥R 42 1*l45772.2 GODA>oÂ« (*Aftâ‚¬Lic, 6447: 9 '- 1 0 98" ? SH#VY@@ (TYP) 41 Ott CÂ£4 L.4â€¢dot t;OAFLO LO > i e. o c. -.fIL._3Â«-E--41=-r 1 09'-S si> NDATION PLAN ' 1#5,Â£,er-10.4 , - 0)41Â£- *â€¢ 4-40 3 PACC 1 4-4* 4-145 ?LAB -Â¢~9- |00'-O" -Â· 79+2.33 12- C IN-piestÂ£,ry,5 ikt#PECTIot iZEQ U i rt,zo fba : 2(Aloo,Al/Doo,2. F.6.45+ u cl - EA-TER,02; VENâ€¢Â£4-4 4 - Mir:) - 200 1 39' 1 45-rA u. FA U F 31'Dn â‚¬_ iÂ»L w\RA, 1 K.13-r-16<LL Arl O 4 /1-1/ 1721407-7* _c 1.4446 04 5%/ FOâ‚¬_ tu-PRog. 1143Pt-CriON . + 14-1 +4 + .# - 44' â€¢lit, e .1 it 3 1 V *1. i.-+ ..7- ++ - 1 2-4-1 -i - 4 4- 11 1 14+ 1.1--41 -1--+ I. + ,~-11. , .-4.1 --- 1 .... -I-* 1/r + I. 1 1--11 4 1.1-4. + -1-1-1- 1 - .1 1 4+ -- - -L-- ..:- 1 --1 - 1 --- -6 +. - --- - 1 - 1/ -.1. 2.3--3-0 . -i -'r .-yu- 3 -:.--6 /24.lif FFLT. ' 4-- I"~t ' - 1 , 1.11 1 - ..C'+ +1 - 4 -- 1 -* -1 - 1 + $ - -f -+4- -=1- i -: -4+ lillI- -i,-*P -1: 1-,--J ~13 - 707-12- -fÂ·il,I - ~ *4 2~ - -:flil - -- 1 1 1. *,.~3- C '-2, 1-127' -Â·. - f?' 7 ,"Â·~ -: 1-1-1.- -%-/ 1.141/ 1 1 - -- i 1 + - 1 1 ' i "' i 11.... . ./ = - _-I'Il ./I - i - -_1-2 + 1 - 1- . BUU â‚¬'prOLio A-, HAâ€¢111 / h FRONT ELEVATION 119 tarvIQul 0/ 6400 1.9 SCALE 1/4" = 1' t 1,1 LVVO F -7----U auwvM U.vt-,3 1(1 1 . ----1 - -1 -- ... I. . . If 3 2 ..i ..... 1 11= 1 , 0 . - ~0.-I J .. 11 21 - I -A - E , , . ... .. . i , 41. .i. 1,1 , % === 22,0 . . A . I . A .: L. de - . .m 1 ; 1 3- -A . I -A : 1 i...0 1 41?' *11~Ii#:1!!0191 . ::;11 {.:E; 1!im'::i:....Ii:Itill 1 !(!'...' i ?i ~ , i: 80 14}-1':1111~flii ii#,-Â·Â· ..... 4/*Amm/,litti:li,ill I ,Fi:{1;1~11|~~~~~ :1 A: MÂ®Â®IFI:I! ~18]11 ' l .A , - g ' 1 :ic==0 2 i/= , , t VIi ' 0 - .. , 1 3 -, ta ... , CA. . A ,. $ 5 0. . A , : , , I . I . 8 I 1. - t.+ 1 ... . . . -1.1 ill . 11111 iti/:ligi+t~124:Â· ~ . . . ~ $ m>14:+~i'%41Â¢ 2~ 0 0 - .- A . . 2 - A . mi i . 'D . A .. A .14 . . A A 4 1 . A k . I 'I . 0 . e . . ... . I. 0 .... 4 . 1. . ... 2 I. 66% .4 .. .... AQ U . #J . d . '*. I I . , 1 'C 441. Â· 1 2 Â·e, Â£ . 1 $ 1.:,il, .. L W d: .. .. 1 4 -c< g. t....''C.Alirl,!+4 '' , 44 1. Il~rIlll .-*- // 0 11 4- j' 1 1. i-2 , I .1 1 I 11: + r . I ,/ 2 . 4. 4 .1 M 4 9 , 5 ft-, ,, , - 0,Â· P.1 ..: 2.J4 41~, 1,2 _= ir*: ,id< Â· .4. 3_3; Ml._r.t.. '8 444{ =1= [ I Â·i,i.'%'c,i~._,-I'~.'t* 'r' ' R..... 4, 46.-4. ...el .f-,44'1.. 4 J'Â· K. . ' Â· ..3 r k i 1/f 0 .... --- .1 = , . I j t. 1 I . t i . Â·i -44 7 ' $. ' .. I . , , 4 r +11{Â» 4 11 Â¢01 19. 4 47 to- 1 4% .. /lot RUIJ ,Â·/Â·/Â»*0.>4Â·XeÂ®/'5Â·02 Â·Â·7 Z:"W6â€¢4c..w*4'~*.M".ppijpm DRAIN A H 6 7 6 1 N - 6 0 - C 9 6 - 1 1 .U:@=('[ 4-M - m -(1 STE PEF K 1 - A m tr, DATE /17/2008 1- ENTS ONS CE 1E ER BR ED IS ARE ER TO D TON f. 0,)) SHEET NUMBER: 7 Sl.0 /176 r 25'-00 * f.'.Al//8 ....% 2 ./ 31'-11" 16'-0" 17'-6" r=trl 69'-60 36'-0" GARAGE DO( DROP T.O.W 1 ' 1 1. 1 1 m k 11, 1 1, / 1 UL. , 8. . ,./ .... IiI'. . m / ..47. 1 1 ,. A , 9, 1 11 ; 1 1 1. - I 4.-- 1 -1 , 01 . 78:â€¢ Â·i ' ' , . 4 :1 .,1 - 0 - I 1 - . . . . 1 1 1 1 ... . , lilli 40.=. ..1 ... . 0 F. . . ...... A - â€¢3* 1111 A I . A 0 .A , 11.... . 9 - . 2... lilli - ... D LF A . :A - I . . .. 1 ., ,. ' ' '11 /6 . - & 7 0 - . 1,1 4. -- - 1 ' 1 .11' l-, .. 1 11 A A A A 1 1 1 11 0 - .. 1 11 1.1 9 1,1 1 11 - 4 1, I,I , Ill , 1,1 1 1 111111,1 1 1 . 1 11 C . 1. A - Ic~ . . 0 - - 1 - - 4 9.-2 - - 11 5 1 . lili, . t., r.- 0 -E - 0 - : , I. . 4 A i.- . 11: 1 - 11 0 . h ..1 0 11 , 1 0 A & 1 1 1,1 1 A 1 1 i . - 0 A 1 4 1 11 I. 0 . $ 0 A .. .. . 0 1 ..' A I 4, - 0 0 . I . .- . -- I. .. . . . 0 . I . I - 1 . . 0 I .A . . A .. . 00- 0 0 0: 1. 0 A, .: . A.. .. 0 0 I . .. . . D . - . .1 ......: . ... .... 1:. .- ,11 1 1 .. 101 0 0 .1 A 1 , lili '' , iYE ... : A D. 1 A 1.4 : A. ..... ....... ... . 0 =: .. A .... . .0 A . '' 0 " :..... . . AD ...1 . A. :.. .. '. <C .,1 .. 1 1,1 - W00D WALL COHESIVE BACKFILL MAT'L ~- WOOD WALL FRAMING GENERAL NOTES AND SPECIFICATIONS I hE ;f 1. ... 1.. FRAMING 7 COMPACTED AS PER THE 1/2" 0 x 10" A.B. 1/20 0 x 10" A.B. Â»\7 ~ gOTECHNICALRFOM O 4'-0" O.C. ~ 2-#4's CONT. 1. This foundation has been designed by Templeton Structural Engineering, Inc. in accordance ~ TOP & BOTTOM (see EQC Project No. 07-01-219) All Ecommendations included in this report shall be ' Â· Â·â€¢ with a Geotechnical Engineering Report prepared for the site by Earth Engineering Company ~ HORIZ. WALL STEEL 1/2" EXP. JT. MAT'L considered to be part of these specifications and shall be followed during construction. - r (SEE BASEMENT 2-#4's CONT. _.___---j *8*0~1&EE ' COHESIVE BACKFILL IIA~L Maximum allowable bearing capacity = 3000 psf (DL+LL). / 10% SLOPE COMPACTED AS PER THE 2. Design Live Loads: Design Dead Loads: ~ WALL DETAIL) TOP & BOTTOM No minimum required dead load pressure. 1 24" i / -10%4260PE ~ J 1 1/2" C~ U E 12" CLR 4' CONC. SLAB GEOTECHNICAL REPORT Roof = 40 psf (Snow) Roof = 10 psf #4's O 18" O.C. (VERT.) Floor =,19-pt A ~ Floor = 10 W I 14 1/ Deck =00 psT al.a Wall= 15 w 04 #4's O 12" 0.0. (HORIZ) ~ --2*829.11111*#1 ,< Basic Wifid-Speed = 120 mph (Exposure C) / 0 3" CLR -- - 3" CLR 77Â«11 Seismic Zone =1 1 I 1/2" EXP. JT. MAT'L -1, 3, All footings and/or grade beams shall be founded on the natural, undisturbed soil. 0 - MAX SPAN 48" - 2-#4's FULL HT EACH SIDE /9 16!/xx,Xxx. 8' Ix,<0xx,<>- ~ 9& 4, Foundation and stem walls to be backfilled in accordance with the recommendations outlined PROVIDE BOND BREAK 7~ 'FOL Â£410Â»1 -=44 P+41 - /%66666 11 5. Below grade foundation walls backfilled on one side only (basements, crawl spaces, garden 2% 00% <L\\ 1 4" THK. CONC. SLAB 1 \ r 34$62325. ~HI-M levels) shall be dampproofed with a bituminous material on the exterior of the wall. 09: uz- Docâ€ž '0.-10 fot *fÂ¢.2$2 .. 929$662 i ~ 24" ~ ~- 1 1/2" CLR ~ 1-#4 HORIZ. L< 22 6. Fill material under slabs on grade shall be a material approved by the soils engineer and 1 W 0 1 4 MID-HEIGHT WASHED GRADED GRAVEL-~ \ . f vat.4 I Fr~ /1/NY'Al'11 /6 - 4.17 AA/ - 43 1 TYP L 1-,4 HoRIZ. 7. All non-bearing walls placed on slabs on grade should be provided with a slip joint (2" void) O% edz $ A Â»fÂ»<dilll - 1-- - 8. Slab control joints shall be placed in slabs in accordance with the recommendations in the lue Qua HORIZ. WALL STEEL NOTE: . 1 ,3.AÂ· #Â·.'~ :.~= 1 - geotechnical report and in accordance with ACI recommendations. -12 21- at; H x 30' ~Â£4 / pER 9. Concrete: fc = 3000 psi, minimum of 5-1/2 sacks of Type I-Il Portland cement per Cubic M 41 04 05 - (SEE BASEMENT BRACE WALL PRIOR h. m 1~11111",m:*1'- ~ PLAN yard; air entrained with 5% + 1% air. WALL DETAIL) TO BACKFILLING E|11111~11|11|*lilli=111111=111"r\\_4" PERFORATED with ACI recommendations. ) DOWELS . 10. Reinforcing Steel: fy = 60 ksi (60 grade). Reinforcing steel shall be placed in accordance r= LL ~7-~ BASEMENT WINDOW DETAIL 40 30" 0.00 ile. N.T.S. #4 x 30' ~Â£ j PER PVC PIPE SLOPE 11. The contractor shall check and verify all dimensions shown on this plan prior to concrete DOWELS PLAN 01% TO 2% (<~-) GARAGE STEM WALL openings, etc. placement and shall reference architectural plans for top of wall elevations, blockouts for 0 30" 0.C. le U I REFER TO GEOTECHNICAL 49/ N.T.S. ~. A foundation drain shall be installed as detailed on these plans and in accordance with the soils report. REPORT FOR DRAIN DETAIL 13. It is the responsibility of the contractor to inform the owner of the potential of slab-on-grade ~~h BASEMENT WALL movement and the precautions to be taken to,[ninimize potential damage when movement N.T.S. occurs. /1\- 14. All construction shall be in accordance with 'UiE?2003 International Residential Code hnd applicable OSHA regulations. HORIZ. WALL STEEL HORIZ. WALL STEEL Laminated Veneer Lumber (LVL): Fb=2600 psi; Fv=285 psi; Fc=500 psi; E=1900 ksi. 15. r (SEE BASEMENT r (SEE BASEMENT ~/ Dimensional lumber: Douglas-Fir #2 or better; fb=1000 psi; fv=75 psi, E=1700 ksi. ~ WALL DETAIL) 17 Structural Steel: - Beams: ASTM A572 combined grade, 50 ksi yield strength. Plates: ASTM A36,36 ksi yield strength. 1- 00 Pipe Columns: ASTM A501, 36 ksi yield strength. - 2-#4's EACH SIDE COLUMN . 0 A O in the geotechnical report. 794* .._ CE ui Â©R ' AA/.7 A ZZ ic placed in accordance with his recommendations. LU 1 11 0 , 1 Â¢9 0 Â¢9 1 o g FULL HEIGHT (PER PLAN) 1 Ul Dc- ~ 1 1/2" CLR ~ 2-#4's ~ 4" '2 STEEL PUTE SET ON \- / 2-1/2" 017" EXP. ANCHORS :TYP I N: 6" x 6"x 3/80 THK. ~ F 1/2" EXP. JT. MAT'L - FLAT FTG SURFACE OR 1 \ /f OR ANCHOR BOLTS --- \ ~ HORIZ. WALL STEEL ~ _~~~-1-F:=='mff-[.-~~~- 1' NON-SHRINK GROUT ~ \ / 0, 2 M L (SEE BASEMENT 4Â¢f /~ FOUNDATION EXCAVATION OBSERVATION SHALL BE PERFORMED ~ 02 UJ 0 - BLOCK OUT SLAB \ r 4" CONCRETE SUB / BY E*k 1 11 ENGINt.ti<ING-LUÂ¤FKA? PRIOR- TO CONCRETE Z < : ~~h BASEMENT WINDOW DETAIL WALL DETAIO =m N.T.S. --1.11111-1.1,1 1. 4 ~AT COLUMN 1~ ~ / / PLACEMENT TO VERIFY THAT THE SOILS CONDITIONS - - - l ENCOUNTERED AT THE SITE ARE SIMILAR TO THOSE / ~ g U,1 ~ ENCOUNTERED IN THE GEOTECHNICAL INVESTIGATION. 1 0 2 179. O LU =C ]]-=[ REFERCCE BASEMENT WALL @ M' 04[ @4 014 -~% DETAIL FOR WAU REQ'INTS 7 3" CLR. ~L STEEL REINFORCING -\ ~~ ~ PER PLAN PER PLAN 1 -- HORIZ. WALL STEEL 4'-0 MIN BETWEEN 24" | 2-#4's I 24. ~ /~1 SPREAD FOOTING (SEE BASEMENT T.O.W. AND B.O.W. STEPS 1 48" ~ ~~~~2 . 41:17 N.T.S. E lilli E\. WALL DETAIL) ~ ~ i STEP PER PLAN 11 E ' GRADES 8" x 16" EE REVISIONS CONC. FTG. T[*T . NO' DESCRIPTION DATE ~- AND/OR Sl "- 0/SITT* 1 1 ~ Revise Garage Stem Wan El and General Notes 1/17/2008 1.4 .1 1,1 01 moo 1 1 11 -/--11111'r--1.1111â€ž-9--lilli 1-11111- 11'llr-1111146. 1 ..../.1== ~ HORIZ. WALL STEEL WOOD WALL & L (SEE BASEWENT 2-#4 x 0 3I7 #4 x 3016: 3 REFERENCE GEOTECHNICAL J FLOOR FRAMING 31- EN DOWELS DOWELS REPORT FOR DRAIN DETAIL COHESIVE BACKFILL WAT'L HORIZ. WALL STEEL WALL DETAIL) NOTE: COMPACTED AS PER THE 0 24" 0.C. Â· (SEE BASEMENT -1 BRACE WALL PRIOR GEOTECHNICAL REPORT 0 1 OWNERSHIP OF DOCUMENTS TO BACKFILLING --- WALL DETAIL) \ ht HORIZ. WALL STEEL ~~\ COUNTERFORT WALL DRAWINGS AND SPECIFICATIONS (SEE BASEMENT 41.:17 N.T.S. 10% SLOPE ~ AS INSTRUMENTS OF SERVICE ~-- WAL DUAQ PROPERTY OF THE ENGINEER ARE AND SHALL REMAIN THE WHETHER THE PROJECT FOR NOTE: / 16 WHICH THEY WERE PREPARED IS BRACE WALL PRIOR 2-#4's CONT. j =m"* EXECUTED OR NOT. THEY ARE STEP PER PLAN ~ TO BACKFILLING TOP & BOTTOM NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS TO AND/OR SITE 1 =11111* THIS PROJECT EXCEPT BY GRADES #4's 0 20" 0.0. (VERT.) j _ lilli -111 % WITH APPROPRIATE AGREEMENT IN WRITING AND 14's O 12" 0.0. (HORIZ) *11111* 2 STRUCTURAL ENGINEERING. COMPENSATION TO TEMPLETON /il TYPICAL STEPPED WALL AND FOOTING mi-m / 7 8 4120/ N.T.S. - SHEET TITLE: = FOUNDATION DETAILS 4" CONCRETE SLAB ON 1/2' EXP. JT. MAT'L 7 -Fam i Â» CRUSHED GRADED GRAVEL JOB NUMBER: 07002-S PROVIDE BOND BREAK 71 lili=111 CORNER BARS SAME SIZE SAWCUT OR TOOLED JOINT 4" THK. CONC. SLAB 1\~ AND SPACING AS HORIZONTAL -7 CORNER BARS SAME SIZE ~ 1/80 WIDE x 1" DEEP -Hill- DRAWN BY: WTT REINFORCING. 24' MINIMUN LAP./ AND SPACING AS HORIZONTAL WASHED GRADED GRAVEL -tÂ« \ CHECKED BY: WTT ~ ALTERNATE BEND ~ REINFORCING, 24" MINIMUN LAP. U ISSUE DATE: 11/29/2007 1 1 - 1\ 4 ~~4fillik-Â·-Â·-1111 ,'â‚¬173% liqlilli imilill * 11111*'11111121111'wiul i lili 4- EM amM.m'11*,141'WI =- '04..f4646 <r ' 1 ~11111*1111111*~111'11 b~ lili ~=11114%4 4" PERFORATED #4 x 30. LÂ£ -/1 PER PLAN PVC PIPE SLOPE \23..9 les ....:t,g (;US- DOWELS I 0 1% TO 2% 1(.4 -,\%2?;SOT #47 /~3 CRACK CONTROL JOINT 0 30" 0.0. ~afftb To GEOTECHNI~N REINFORCING BARS _U~ _ CONCRETE STEW WALL U CONCRETE STEM WALL 411/ N.T.S. - PER PLAN OR FOOTING OR FOOTING /~~h BASEMENT WALL 43P0RT FOR DRAIN DETAIL ~ Al; 34:. '':", 4- REINFORCING BARS 41:1/ N.T.S. 1 PER PLAN SHEET NUMBER: V V INTERSECTION CORNER ~01 CORNER REINF. IN CONCRETE FOOTING/STEM WALL Sl.1 N.T.S. ivani Hin09 31 30N301S3 =E 1, =1 Fle r- d 2 1 1 i ~ 1 1 1 lili 1 1 1 2 >cll/2" x 5 1/2" 1.3 1.1 STUDs Ank~ E gui 0 e Q_ ALONG REAR WALL (18' MAX WALL HT.) J Z iii Â° . - 1 1 2% 1.1.1 e M(UNfiÂ© 0*A,U J 3 LA,004 Â£1 1 - 4 1.1.1 2x6's 0 160 o.c. ~ ~ (18' MAX WALL HT.) 111Â£5.7 5fUS *060 * DC*,Uil h 3 2x4's 0 8" 0.C. OR 2x6's 0 16" 0.0. d Â¢ INTERIOR BEARING WALL (SUPPORTS ROOF) --(MAX. WALL HT. <35 4 &49 0 16" 0.C. PARTITION WALL ~_~ < (MAX. WALL HT. = 14') ~ 1- Â§W8 2x4 0 16" o.c. INTERIOR BEARING WALL. = ' / (SUPPORTED BY MAIN FLOOR JOISTS) LU - x6 D,F, #2 2-2xS D.F. #2 Of N ~ Â¥1,/- ik 2x69 0 160 o.c. 1 1.: 041[ ' 4 4 41 ~ (18' MAX WALL HT.) 1 1 1 1 f 1 1 1 1 Z 4 O - 111-1 - 1 09 P . C*)1>HO le ' ' /1 1 1 1 1 1 ~2 + P.26 Â£ C i 1 1 24 0 16" C.C. INTERIO? BEA,lING WALL 4 0 L. REVISIONS NO. DESCRIPT,ON DATE a 0 ./ r. L - f- -% Ill /Â©1 2 nd FLOOR FRAMING PLAN 4.1 4 OWNERSHIP OF DOCUMENTS Ijl ~ 4-97' SCALE: 1/4" = 1'-0" 4 - -1 f DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER /0/ EXECUTED OR NOT. THEY ARE 0 Ci NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS TO g THIS PROJECT EXCEPT BY fc WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS V ./ 2 4,-~ 18" 1.9E LVL hz AGREEMENT IN WRITING AND ~ WITH APPROPRIATE OR W&31 STEEL BEAM $17' STRUCTURAL ENGINEERING. COMPENSATION TO TEMPLETON \ SIMPSON STRONG-TIE UNO N SHEET TITLE: L HGLTW.12 HANGER OR ~Â«~~~ HEADER SCHEDULE 2nd FLOOR FRAMING LAYOUT APPROVED EQUAL - OPENING HEADER JOB NUMBER: 07002-S 11 < 41-01' (2) 2x6 D.F. #2 DRAWN BY: WTT 11| 62 < 6'-0" (2) 2x8 D.F. #2 CHECKED BY: WTT 1, 44 ISSUE DATE: 1/17/2008 < 8'-0" (2)2 x 10 D.F. #2 ~0*TEX 4Z.â‚¬7Â£251 1 54 1. TYPICAL UNLESS NOTED OTHERWISE. /4 Jt## L#u-. %. a 1- 910\'lt *9 //60 2., 3 02.-Â»r-/,0-15-- &49Â»i>< 90*~-1 SHEET NUMBER: S2.0 1VhlnlOnkllS HinOS 310 OSIONI ZE LE OB BOHÂ¥d &38*i:31 1203 '>IMVd SalS) 2 4 3 1/2 x 18" 1.9E LVL ~ STEEL BEAM 016~ 0.(. (TYP) 4- E DOOR HEADER: OOR HEADER: x 16' 1.9E LVI GCMEZA,72*53 ../. eluL -M 1 9 ?2 9 2 %Â« 62 N 1 5 - & d *E m 0, 114 ..1 W O 1 m/ 11'-9" 6,3 ~ *T~/~R ~ Pe,.â€¢ O ~ ~ 0%a 21'-0" 1 4 o 2 E GS Use 5* Â¢it 9,, \4 AQ 'n-1 '31112,-T Sal ,~0~ (OZ6) 1 -D/Ta>TEDâ‚¬ lid SMOâ‚¬IVE[NOIn'civrÂ¢ 'll 316 't IfY] Drive 0,1 eLUC)%.1~~0+SnO .. . . 0 2 .0 0 .. 0 {11~tilit*ilit~{*#~49.iht{2{14!t HiE N62 ;10*Ei~!M 4.-il , . .. , .. .1 . : .. .. .. 09 1 4 0 ". 4.. S..:3 . 4 I . 10 â€¢ . . . i,i a . 0 - W.i . . 4 4 1 - .. , . iii : i Pdan :0 .:1<,-~.re:.::: IiI . . ~jil'flit:. : :,4 r~ht,1 frutÂ¥ ~ 14 - 0 ' - .. . I .. Pi ...' - .:...... .. - I I.---0 - I- I.- U L H . ... . , -,.. , lA I . - . -I f . - . I. â€ž I. .: . a 11 1 4.. 1 0 4 .. 0 4 . 1 ./ .. di ' .. .. . 1 . ./.2 3 . = 1\ 4 : 2 : DRAIN TO D IGHT 86'-6" Â·7,3962' ~ ./a 1 - ,-* 55'-0" ,-- -\ C-. 31'-6" C)/A . 0 DRAIN TO DAYLIGHT 1,4, Â·Â·Â·Â·/ 1, lai;f 1 60 2'-6". I 2 12'-0' MAX. SPAN).~ ~12'-0" MAX. SPAN) 1 2'-6" 1'-0. 44-0. MAX. SPAN~ / 12'-0, MAX. SPAN~ / 12'-0' MAX. SPAN~ /42'-0" MAX. SPAN ) 6. T L FOR MERS j L FOR MERS j < FOR MERS ) ~ FOR MERS ) < FOR PIERS ) ~OR PIERS ~ 7, 11 .....:11.1. ., 1.1,1.1.4.:I:'., 1:111'tf , 6 j <Â£3) /1-1\ 'RIA 1 LA Â£ 4/ 22~ 1- . 1 Â·. 'Â·" Â·Â·. i,Â·%.Â·Â·.Â·Â·.,Â·Â·Â·Â·Â·:i#/ Ar-< 3-2 x 12 D.F. #1 C LJ) 3 - 2 x 12 RF. #1 1 / BEAM SPLICES ONLY AT BEARING. N LE,1 -1 X ALL FASTENERS & CONNECTORS ~ MIN. 6x6 POST 3 1 /Ad \ 2 DECK (ABOVE) OUTUNE OF DECK -- (~ TO BE CORROSIVE RESISTANT AND OUTUNE OF DECK n ~ | I 99 ~ \ 18' DIA. CONC. PIER 9 2 x 3'-0" BELOW GRADE 18" DIA. CONC. PIERS APPROVED FOR USE. /E (TYPICAL AT DECK) j 1 4'-0.1 1 /L x 31-0. BELOW GRADE :CI (TYP. U.N.O.) .-* 01 1 / 1 (16 J (TYP. U.N.0.) .4 d CONTRACTOR TO VERIFY - 3 - 2 x 12 D.F. #1 - 3-2xUD.F.#1 (~/ 3 - 2 x 12 D.F. 11 m LOCATIONS OF PIERS DECK (ABOVE) , 1 0 -- 1,U O @r 0 . . I e dÂ°* Â·Z ' -' Fl j j- -- - chrj, 1 C- 18" DIA. CONC. PIERS Y~ 0 !?C Oz W , SIMILARC~ (TYP. U.N.O.) x 3'-0" BELOW GRADE 1 4.~r ~ 40 THICK CONC. SLAB ON GRADE ~ - ZE,Â»\ 1 Â§* Ed@ (SEE ATTACHED WALL BRACING DETAIL FOR HOLD DOWN REQUIREMENTS ~) CONTRACTOR TO VERIFY j 6 ~ 61, 03Â¢N E-Ay - \-1.-A-Ij U1-.-.4..3 - I /4 -= 3 C~/ 3 -2 1 12 D.F.#1 L~_) 0 /0 ~4A_Av.vAvAv.v.v-v-vA-Â»--/ LOCATIONS OF PIERS I 1 .0 0 1/7 1 20 407 LUe mow 1 1 IN = 4% El- I I SIMILAR~-1~ 1 .0 1 141 Q. 1.1.1 - e STEP WALLJ ~"~ u. MO - PER G~ ~ 20 1~Â§ ? i Luxlg LEDGER w/(2) 3/80 x 4 1/2Â» BOLTS 0 16" 0.C. ) 7' 19 e WAI Knl IT RACFUFNT -7 1 . 4 Â· AL Â· L 'lf 37 DATE '/17/2008 217/2008 ENTS IONS ICE HE ER )R ZED IS ARE ER TO ID TON - 13 ' SHEET NUMBER: 7 s1.0 1 /17A . 25'-0" 1Â¥klnlonkll lot Z# .fo i 88908 31'-11" 16'-0" 17'-60 36'-00 RAGE DO 111111111. - 1 1 2k '' '1 -- - lilli11â€ž. -- AE.k - - I '-' .. 1 1 1 1 11' 1 1 ,1 A A A A - 1 1 1 . .1 1 1 - I . .. 1 1 1 ' , 11 1 , , 1 1 11 6,1 1 1 11 1 1 1 ill|4 , 1 1 '11 1 : 1 1 . - 11 1 A A- - - 4.ilill!~ . AA ... - 1~ . 1 -- - - -- - 11 : 1 - - P . A - - . A 2- A 0 -1 11: 1 I I & - LA 1 1 A A 1 1 - 0 A ' 1 :1 1 A.. . - - A -di'di'-a'a.-'-,4--- - . I --i. .. .. . .. . ~ lA . I A . '11/ .... 0 9-,J . 0: D. . 0 0 .: I . A.A 0 0 .. .. - - , 0 ..... A. .... D:. 11, 1, D . 0 1 0 A A. Al . . 1,1 1,11'' . ... ....1 : ....... ... I . "' 1 : .. . 0 44#& :..... . I. ...1 . A. .... D. : 0. A. ... g,%*.~ A : Ymma,r.*â€¢ -: a:VI - . : Â· Â·MINI.,iÂ®Dil 'iMI i -1 @ bd Ile'll 111111 0- b (5 ~ 1 1/20 x 5 1/2" 1.3 LSL STUDS 0 160 o.c. ALONG REAR WALL (18' MAX WALL Ill) 0% Ozr 1 1 8@ 932 ( SEE ATTACHED WALL BRACING DETAIL FOR HOLD DOWN REQUIREMENTSp 1- f WONÂ° lue MOOD 4 141 â„¢ 0/ 1 - 2 E 1- 0 0 2x6's 0 16" o.c. p U= Â©9 ~ (18' MAX WALL HT.) 1 2x4's O 80 0.C. OR 2xi's O 16" 0.C. d / ~--INTERIOR BEARING WALL (SUPPORTS ROOF) (MAX. WALL HT. = 14') M's O 16' 0. C. PARTITION WALL 7 (MAX. WALL HT. = 14') ~ Ul 2x4 0 16" o.c. INTERIOR BEARING WALL - ~ (SUPPORTED BY MAIN FLOOR JOISTS) ~ ul ~ 0 - x6 D.F. #2 2-M DA #2 - ~ bl'll 2x6's 0 16' o.c. U.1 5 /~ (18' MAX WALL 119 1 1 1 1 1 ~ 1 . ~ 4 1 Og 1 1 O Fi 1- a 'N f 2-2xl~j 41111/1 :Ill: 1/11 //il 11:111:111/ IIi MA 94:1,1/1/111:1/1:, 4 1 &6 0 16" M - 1 INTERIOR BEARING WALL 11 F REVISIONS i NO. DESCRFTON DATE . ~ Revise Per Clty Comments 6/17/2008 -/El 2nd FLOOR FRAMING PLAN OWNERSHIP OF DOCUMENTS SCALE: 1/4" = 1'-0" DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE â€¢ 2 to " NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS TO 2-3 1/2" x 18" 1.9E LVI C)~aF i nuNV 0, 0,1~, -- AGREEMENT IN WRITING AND THIS PROJECT EXCEPT BY liE k - WITH APPROPRIATE OR W8x31 STEEL BEAM COMPENSATION TO TEMPLETON STRUCTURAL ENGINEERING. CD c. 0 - SHEET TITLE: HEADER SCHEDULE 2nd FLOOR FRAMING LAYOUT OPENING HEADER JOB NUMBER: 07002-S < 4'-0" (2) 2x6 D. F. #2 DRAWN BY: WTT < 6'-0" (2) 2x8 D. F. #2 CHECKED BY: WTT ISSUE DATE: 1/17/2008 0 10 1 1 1 1 1 -3 4 ry r 1. TYPICAL UNLESS NOTED OTHERWIS < 8'-0" (2) 2 x 10 D.F. #2 NOTE: AF~74<1* 1 :5 in 3 Uxulll 9.1 p* ...k- - SHEET NUMBER: S2.0 HlnOS 3102:11 83908 03 Vd S31SEI 1~9Â£80 -2x6 D.F. #2 1 - 1 1/4" v 11 7/8" 1 QF IV 2 - 3 1/2" x 180 1.9[ LVL OR W8x31 STEEL BEAM 1.9Â£ LVI- 2- 1 3~x~H~7/8" 1,9[ LVL ARA E OOR HEADER: 11 7/80 1.9E LVL U .fo 01