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pitkin.bldg.246513200016 (2015)(Garage)
DOCUMENT LAYOUT Certificate of Occupancy or Letter of Completion Permits Final Inspections Any Supporting Documents Site Plans (NOTE: All structural plans will be grayed out. If you require the ability to see structural plans, you must have a letter from the owner stating you are allowed to have plans. This letter must be submitted to Pitkin County Community Development Department) CERTIFICATE OF OCCUPANCY/ LETTER OF COMPLETION Certificate of Occupancy Pitkin County Community Development Department Use Classification: GARAGE Building Permit: 0035.2015.PRBK Building Address: 321 SOPRIS CREEK ROAD BASALT CO 81621 Owner of Building: WILSON F & LELIA T HARRIMAN Owner Address: 321 SOPRIS CREEK ROAD BASALT CO 81621 Group: IRC Type of Construction: VB Use Zone: AR -10 Description: Parcel ID 246513200016 1,155 square foot detached heated one-story two -car garage with a storage loft includes a gardening room, mud room, and storage. Roof -top solar panels. Comments & Restrictions: This certificate is issued pursuant to the requirements of the 2009 edition, section 110 of the International Residential Code. This certificate is accepted with the understanding that the inspection and inspection report do not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or Implied warranty of habitability, or assurance in any way of the safety of the structure and its appurtenances. Additionally, neither the inspection nor inspection report are substitutes for any real estate transfer disclosures which may be required by law or a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and By tems. F Signature of Applicant �� �" Date C t� l� 'Chief Building Official Date Nole: In all occupancies, except R, this certificate must be posted Ina conspicuous place near the main exit on the promises for which It IS Issued. Any alteration muse of these described premises or portion thereof without the written approval of the Building Official shall negate this C.O. aria subject It to revocation. 000000 o_� , PERMITS PITKIN COUNTY BUILDING PERMIT APPLICATION 1305 GALENA ST ASPEN, CO 81611OFFICE PHONE 970-920-5439 INSPECTION LINE 0-920-5526 � 970920-5532 http://www asaenphkin,com Applicant to complete numbered spaces only. Permit Number (Office Use Only) emit 1. JOB ADDRESS (fill out address farm if none) ran'a. moria !^ 321 Sopds Creek Road Basalt, CO 927-4277 2. OWNER M.dlvadwn. Phoria DE '1 '3 Y Bill and Lelia Hamman 321 Sopds Creek Road Basalt, CO 927.4277 FD EEy 3. CONTRACTOR u•n'gam'a•• rhOr FN Harriman Construction 260 E. Cody Lane Basalt, CO 927-1161 FS d 4. ARCHITECT OR ENGINEER OF RECORD •^•'"°g^°o'a* Phev MH Willis Pember Architects 412 N. Mill Sl. Aspen, CO 920.1727 MS T T 6. Parcel ID p (call 920-5160) kO7 ---a?--,2-dc) ZG a'pP , m 7. CLASS OF WORK ENERGY COM i PUW CHEIX E ZONING DEPOSIT GIS ill 3 N F'11 I � r � ! A\j 71 _u NEW ADDITION ✓ LTEMnON REPAIR i I ' �a 8. Use of Building USETAR Kma FEE ZONING FEE ROIMPACTFEE I I �j —1 I inu zkosedentm Commercial Agricultural Other OTNERIMPACT need Restriction 9. Is Us Gas used? yes No AN IMPAR FEE REMO FEE FEE Rq'd? Customers Existing Sq TOW Sq footage / 10. Valuation New Sq Focuge FaataBe R / y('1 1, -"T 1293.71 =F1293.71 LTY�V Type of sl oW SIF d Bid, Actual valuation No.d S ora (sesbuNan 11. Description of work (Include Main Bldg Permit N ff this Is a change Order) / 1 p I } V5 rC No.d MNooms NOW Existing Added Dwelling Units cars. Code 1/e/ WINE glikkagal COnsWCBon Ofnew 1,293 square foot detached garage. Occ Group On, load Lot Mae Use tone E9Q �CSes APPROVALS AUTHORIZED BY DAT undue Ivir k.L GfC aR'r 1•1 Separate permits are required for Electrical, Plumbing, Heating, Ventilating or Air r h yr Conditioning. This permit becomes null and was H work or construction authorized is not commenced fire Manhal (t� within 12 months or it construction or work is suspended or abandoned for a period of Fire kynnNar Rio shad?YM aarm ish onadl yM r.1 1810 days at any time after work h commenced. I hereby certify that I have read and examined this application and know the same to be Mol Aspen wxw true and correct. All provisions of laws and ordinances governing this type of work will swisconcssoolo be complied with whether specified herein or not. The granting of a permit does not presume to give authority to vidate or cancal the provisions of any other scale or loom 0 law regulating construction or the Performance of construction. it is my responsibility to review the approved plans and any comments that are contained thereon and see that the structure and/or project Is buillt In compliance with all applicable codes. NOTE'. Thi, form is a Fermi, nnl men validated . Work starred without a permit will he double lee e. x s.41x Contractor's Signature Date Signature of Owner (if Owner Builder) Date X Peter Harriman 05.04.15 x Peter Harriman 05.04.15 Print Date Print Date For Off" Use Only APPLICATION"yes fa FOR gUIfAITTrd MCFPTIO PIANS F 1 11one-rr•5�nae OD Subm1NWFeesRevapud:6-• D.l. •f�Q3TO995515 And Erver,rdod. 0we Pald Plan Owd Fee Paidranly Deposit Paid Go Pee banksees RNNplad: `J Oli' 9 00 1 I tl I hldAllmpet Faa Paid R•malnryrmine Fea P,Id Road Irian FairjGUx Tax �� 4 y, IIEMPFee Poll aMn Fn 000002 00002 Print this form Remis form PITKIN COUNTY BUILDING PERMIT APPLICATION 130 S GALENA ST ASPEN, CO 81611 OFFICE 6 FAX: 970-920-5439 INSPECTION E: 97 920-5532 htt ,//www aspenpitkin.com W M, Applicant to complete numbered spaces only. Permit Number jONice Use Only) v Permit 1. 108 ADDRESS (fill out address form if none) Vau,aanmr„ BIDm 321 Sopris Creek Road Basalt, CO 9274277 CO 1f 2. OWNER V•n,na Rm.r,. Pho» �r1F'1 \hU� 3 ^` M Bill and Lelia Harriman 321 Sopris Creek Road Basalt, CO 927-4277 3. CONTRACTOR V.w,samre., mune FN 0 Harriman Construction 280 E. Cody Lane Basalt, CO 927-1161 FS 4. ARCHITECT OR ENGINEER OF RECORD V.e,neam,r„ mnz MH Willis Pember Architects 412 N. Mill St. Aspen, CO 920-1727 MS 6. Parcel ID p (tali 920-5160) `{ j V Q ZG o g � 7. CLASS OF WORK ENERGY CODE PIA/N�CH/E� iF ING OFPOSIT GIS FEE 3 NEW AODITION ✓ LTERATION REPAIR 8. Use of Building USEETAM - MO FEEINNG FEE 5017 FEE I � 0 F) O esidemm ntial 0 ercwl Agricultural Other v (� - OTI ER IMPACT peed Restriction 9. Is LP Gas used? yes M No AHIMPACTFEE REMP FEE FEE ReI Customers E[Isfing S9 TOWI 59 Footage 5 10. Valuation New So Footage Footage for THISSper O •4\ �% 2860.83 - 2860.83 Tmw O ,O k7O bl 5F of Ndg Actual Valued. No. a stoat., Comeructlon 11. Description of work (include Main Bldg Permit If if this is a change order) i I/( y ` S No. of Bedrooms No. a Eandng Added OwNllng, uNa Cmors Code Deconstruction of existing pole barn to build new detached garage. Ott Group OFF laid lot Size usa Zone I�2-lo p APPROVALS AUTHORIZED BY GATE Land HP.0 IN/." /— RoF•r �- S• /3• t S Separate ee permits arc required for Electrical, Plumbing, Heating, Ventilating or Air [.n^\\4v 0 13 • / N Condabning. ..t This permit becomes null and Vold if work or construction authorized is not commenced Fue Maahal within 12 months or H construction or work is suspended w abandoned for a Period of Fare Spanker Reamredi YIN alarm R.,uindf Y/N IBO days at any time after work Is commenced. (^ I hereby certify that I have read and examined this application and know the same to be cay ofaspen walto true and onrrect. All provisions of laws and ordinances goVeming MN type of work will pen cone. San Nst be compiled with whether specified herein or not. The granting of a permit does not presume to he autharity to ululate w uwN the p.isions of any other sbta w local law regulating construction or the performance of conswctlon. N is my responsibility tis slew the approved plans and any comments that are contained thereon and see that the structure and/or Project Is bullit in compliance with all applicable codes. NOTE: Thh lam, h a Perm's only when validated. Work started without a permit will be doubk feed. X �22 ezi-.4.IS x Contractor's Signature Date Signature of Owner (if Owner Builder) Date X Peter Harriman 05.04.15 x Peter Harriman 05.04.15 Print Date Print Date For Wee Use Only AreucAHUN ROVED OR summa Acaprzo P cN x IMA '13! a ly Submittal Fees Receipted: ` on. ora .Ij.[S Data S Pald Num Cade Fee Pel M[Mh Fre Old Zeninaoepodt PYe GOFea I nee Fee, Ret I ed: Ll Pak Fertile Fee Pald AN Insisted Far Pald RemaiNr,a toning Fee m Pea Raced lmpert Fee PRd Da Tax Paa MMP Fee PaidOnsul- / 1I F) b 1 000003='erFiw- M CDM 0 c� rty PITKIN COUNTY BUILDING PERMIT APPLICATION 1305 GALENA ST ASPEN, CO 81611 OFFICE PHONE 970, 920-5526 FAX: 7 INSPECTION LINE: 970-920-5532 httD://w.Ditkincountv.com rah Applicant to complete numbered spaces only. Permit Number (Office Use OnI Permit 1. JOB ADDRESS (fill out address form if none) MMmr Add—, -S Phone BID . 21 so P2\ 5 C"%L- lz0 ASar_a I (-M R 2 } -11 (A I ® M- 2. OWNER suamrAaa—, Nuix, DE 3 Fu- * l IrL4 F 1+0'fQ..\ IMMt"\ Lf lseipytlis e-t�- C1 -71 -114 1 FD 3. CONTRACTOR iwialn,ax— .aaM FN VAIll Ueq5jt.ULrn0rA IM s.Litts14 L $ n qVI -1102 1 FS Mannsadd- Ph- MH . `ARCHITECTORENGINEEROFRECORD 1 ILUS PIMA L417 Mo&t, , 97 MS NI- Z. o 6. Parcel ID R (call 920-5160) ZG m 7. CLASS OF WORK ENERGY [O EE PIAN CP ACK( Z NTNG DEPOSR GIS FEE m 3 w O q �Jl V _ yN NEW ADDITION ALTERATION REPAIR rY 8.Use ofBuilding USETA% PERMIT FEE ZONING FEE RD IMPACT FEE O Residential Cammerdal Agricultural f7l Other OTHER IMPACT Deed Resvktion 9. Is LP Gas used? yes 71 No AH IMPACT FEE REMP FEE FEE Rq'd7 customers Existing 5q Total Sq Footage D 30. Valuation New Sq Footage Footage for THIS Ferric Q N Type of 5 Total SF of Bldg Actual Valuation No. of Stories Construction -1 V 11. Description of work (include Main Bldg Permit R if this Is a the rite order) Q De c) No. of Bedrooms No. of Existing Added Dwelling units Coreas Code Wn �/i y > rD UL-sL7LCt e-Yv 1�VS CS(5 d CD S . 5-, rto K Otc Load lot site Use Zone j .O�a.GGrro�up.P �s�i 11/ll APPROVALS AUTHORIZED BY DATE rO.. .y dingland Use H.P.C. Y EH/NR Separate permits are required for Electrical, Plumbing, Heating, Ventilating or Air Engineering Conditioning. This permit becomes null and void if work or construction authorized is not commenced fire Mahal within 12 months or if construction or work is suspended Or abandoned for a period of Fire sprinider Required? Y/N Alami Requlroi YIN 180 days at any time after work is commenced. N I hereby certify that I have read and examined this application and know the same to be Cny of Aspen Water true and correct. All provisions of laws and ordinances governing this type of work will Au,ii cdn.. san Dirt 1� be complied with whether specified herein or not. The granting of a permit does not (a presume to give authority to violate or cancel the provisions of any other state or Tool cher J law regulating construction or the performance of construction. It Is my responsibility to review the approved plans and any comments that are contained thereon and see that Sk the structure and/or project is buillt in compliance with all applicable codes. NOTE. Thi, f -h N when va Ldat d. Work started without a Permit will be double feed. xit ��2f�13- x Con actor's Signature Date—T Signature of Owner (if Owner Builder) Date Print Date Print Date For office U. only APPLICATION APPROVE OR SUBMITTAL ACCEPTED PUN EC D ISS B B hwtt Submiml Fees Receipted: (r Dam _Znf.1 Date -7-4-- I EP.�F. POMP nchankfae Pald Zdning Deposit Paid GIS fee Issuance Fees Receipted: 0 Colr7,N ft 3� 1 Paid M Mph Fee Pald Remaining Zoning Fee Paid Road Impact Fee Paid Use Tax Paid REMP Fee I paid ober Fee --e- 2s Q� I S Su 6-� CA--. CD U d 0 0 PITKIN COUNTY BUILDING PERMIT APPLICATION 130 S GALENA ST ASPEN, CO 81611 OFFICE 2FAX: 970-920-5439 INSPECTION LINE:970-920-5532 htiD/lwww.Ditikinc0un .om Omit t (J ✓� �•/ Applicant to complete numbered spaces only. Permit Number (Office Use Only) Permit 1. JOB ADDRESS III out a dress form if none Full, Admen Pnpn. u• —11 7-1 s Cres 2 - 2 c0 re 2. OWNER t MLangAwres ^�°^° 3 3, Le-(.;" Ll 2» �Z FD fi v _ i. M'k A FN o 3. CCf1TRACJOR Wells AskmaxRne %GgcQ 1 CD. IAC/ FS . ARCH OR GINEER -"Add—RECORD "Add— Pham l MH C Z rat � I t (e 9X-1727 MS s &% i`,cmIG ZG q 6. Parcel ID g(call 920-5160) ,Cf- 7. CLASS OF WORN ENERGY LADE FEE E[K ZONING DEPOSIT GIS FEE m 3 W NEW ADDITION ALTERATION REPAIR 8. Use OE Building USETAX RFEE ZONINGFEE RD IMPACT FEE r7fResldentfal MConamerd.1 Agricultural In Other OTHER IMPAR Deed Restriction 9. Is LP Gas used? yes No AH IMPAR FEE REMP FEE FEE Rq'di r� Customer's existing Sq Total Sq Footage -- 30. Valuation New So lFcartage Footage for HIS permit Tnot of 1"r 5 V total SF of Bldg Actual No. of Stories Construction De WNt Is Is 11. noa Change order) l 5' Jpt ����N a yt/CCeS <�v No. of Bedrooms No. of � �n Existing Added Dwelling Unlu Csmus Code Occ Group Outuad Lot Sire Use Zone zFGrC yy a1 APPROVALS AUTHORIZED BY DATE Zeele, tatM Use W H.P.C. EH/N0. FFFIIN`��, Separate permits are required for Electrical, Plumbing, Heating, Ventilating or Air Engmeenng Conditioning. Fire Martel This permit becomes null and void if work or construction authorized Is not commenced within 12 months or R construction or work Is suspended or abandoned for a period of NreSpdndw R,.Imd'Y/N Namr Requmxd7y/N d� 180 days at any time after work is commenced., v 1 hereby certify that I have read and examined this application and know the same to be of Rupee water true and correct. All provisions of laws and ordinances governing this type of work will Aspen Cons. S4 be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local Other law regulating construction or the performance of construction. It is my responsibility to review the approved plans and any comments that are contained thereon and see that p� the structure and/or project is buillt in compliance with all applicable codes. NOTE: a a wMn validat", work started without a permit will be double feed. X 12 �l �l5 x Com or's Signature Ddte I Signature of Owner (if Owner Builder) Date F A �Q- X 1 110 i ,nnaV\- ) 2 111 Is x Print Datel I Print Date S 1 For Office Use Only APFIICATION APPROVED FOR sU In ACCEPTED PUNS CHECKED ISSUANCE y B .,Fp— ,�� V 1 Submittal Fees Receipted: r G Data J • (p - / wrc 11 `i Date O— u case 1,— _ Paid Energy Code Fear Paid Plan Check Fee PRid Zoning Deposit Paid GIs fee Issuance Fees Receipted: 31`4311 2— . hit hmYl fee Paid AH Impact Fee Ptld Remaining Zoning Fee Paid Read Impact Fee Paid Use TaxPWd REMP Fee PJBOdrrFee 53,5 CSS � X55 o ELECTRICAL PERMIT APPLICATION 3 PITKIN COUNTY COMMUNITY DEVELOPMENT 130 S Galena St Third Floor Aspen CO 81611 INSPECTION LINE 970-920-5532 PH: 970-920-5526 FX: 970-920-5439 Oz 2-bi5 PEI.E PERMIT NO. (Office Use Only) JOB ADDRESS 9�OQ — � 1 1�-11-1 (n �S ,{{1 yr_]y�y�N�r� 7 !1'� WN F� F J ��W 1 1, 11 1 •t 1A ��LI 5{..1L• N'C.t 4 PH Id\'-1�(ly li l 1 (}— CTRII CON CTOR MAILING ADDR - cr'(c Ti-tc . �v. 1 b ► O a�� C 9S HONE - - Li BUILDING PERMIT # OCCUP NCY GROUP DD W 15. 1 C E TwRICqLVA ATO SOUA �'t lv �>6 E OOTAGE g5 USE OF BUILDING ❑ COMMERCIAL IP'R SIDENTIAL CLASS OF WORK ❑ ADDITION ❑ ALTERATION "EW ❑ CONSTRUCTION ❑ SOLAR ❑ OTHER 1 1 SERVICE DESCRIBE WORK IN DETAIL (For additions, alterations, indicate type, number and location of source of circuits -V o0 12b zqot ice- z /1eM)q j n1 m ounJ -4 a1 -Ce' oL X 7 rd;e' -next e"ZAL (- LA 6- r 7IC ZDI11� C�r!/,c,' as fNud (1i 5 L47m � F':5 2.Z5 KW 5d /� =9 ZSUv 17►��rei. f� v►^b► S vi-�Neos) OWNER/APIFLICANT The undersigned applicant lb persilitilielly perform electrical work on the described property or residence hereby certifies, as a condition of issuance of such permit, that the above described property or residence is owned by the applicant; that the applicant Is not engaged in the business of construction or remodeling; and such property is not intended for sale or resale, nor is it rental property (occupied or to be occupied by tenants, whether transient or permanent), nor will It be generally open to the public. It is understood that compliance with these assurances is a condition of the issuance of an electrical pennit to the applicant pursuant to the provisions of C.R.S. Section 12-23-111 (2) (as amended). and that failure to comply herein will be grounds for revocation of the electrical permit or any certificate of occupancy issued with respect to the property or residence described. Owner/Applicant Date: PAYMENT OF PITKIN COUNTY USE TAX Use Tax PerAill'Double The General Contractor or Owner Builder is required to pay a Use Tax Deposit to Pitkin County (.5%) on the building permit valuation at time of issuance. All sub -permits pulled under a building Q Q / Q $ by deposit Use Tax. Stand $ permit are paid this payment and should not pay alone sub -permits are rp required to pay a Use Tax Deposit to Pitkin County (.5%) Deposit .5% of Su% of project Approved by Fire Marshal 11valuation. Project Valuation (includes labor) $ Date: Exempt: Exempt Organization Approved by HPC ❑ Exempt ID Number Date: Property liens may be placed on the owner's and/or the contractor's property when Use Tax is not paid. ELECTRICAL CONTRACTOR Building Department, Acca tanee For all work done under this permit, the permittee accepts full responsibility for compliance with the National Electric Code and County resolutions. and/or state laws, whichever applies. Permit subject to vocation or suspension for cationof any governing same. An accepted final elects pllct!on shall a obtained 'or to usin the electncal system. A final electrical f Approved By: in to shall be r a hi no er mpleting an electrical installation. Y (S - Permit Validation Signature Signature of Agip!pAnt Date Date Receipt# ` �\� t Z�' �� ti� %?� EOta-N Print Name, ci - 041 343`(- a C.at_ OOOOOG PLUMBING PERMIT APPLICATION Z PITKIN COUNTY COMMUNITY DEVELOPMENT 130 S GALENA THIRD FLOOR ASPEN CO 81611 INSPECTION LINE: 970-920-5532 OFFICE: 970-920-5526 FAX: 970-920-5439 U11L. to kW U PERMIT NO. (Office Use Only) JOB ADDRESS: nS leen No •] OWNER: , MAILING ADDRESS: PHONE: PLUMBING CON TOR . MAILING ADDRESS: PHONE: 6��4 USE OF BUILDING ❑ COMMERCIAL RESIDENTIAL BUILDING PERMIT NO. D�35 . -bf S. �2c✓C CLASS OF WORK: ❑ NEW Ar ADDITION ❑ ALTERATION IS THERE A RESTAURANT IN THIS BUILDING? OYES I/NO WILL PENETRATIONS MADE IN FIRE RESISTIVE CONSTRUCTION?: ❑ YES, WILL REQUIRE A PLAN REVIEW 13 NO TYPE OF FUEL: C3 OIL NATURAL GAS O LPG DESCRIBE WORK: NO. TYPE OF FIXTURE OR ITEM FEE ¢, iN1� ri f. Water Closet Bathtub Lavatory Wash Basin Shower Kitchen Sink & Disposal I.AONAL PLUMBING PERMIT MAY BE REQUIRED Dishwasher SPECIAL CONDITIONS: Laundry Bar, Utility Sinks Clothes Washer NOTICE This permit becomes null and void if work or construction authorized is Floor Sink not commenced within 12 months or If construction or work is suspended Floor Drain or abandoned for a period of 180 days at any time after work is commenced. Water Heater Gas System: # of Outlets Water Piping 8 Treating Equit I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein Boilers includes vent B.T.U.: Other or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating cons jtion or l performance o struction Fixture Fee Permit Fee f --7-/-7-/S- �� ✓ /— / -7 —/S- SIGN *URE OF CONTRACTOR DATE PRINT NAME SIGNATURE OF OWNER (IF OWNER BUILDER) DATE SUBTOTAL PERMIT VALIDATION Use Tax APPLICATION HPC: PLANS APPROVED FOR Date Receipt # TOTAL FEE ACC PTSD: BY,�E BY CHECKED: BY ISSUANCE: B (IIf a �) 'j,(� i� i/( 14 0O DATE:- ATE: DATE: DA . IS CxJ Cxi PAY NT PITRIN COUNTY USE TAX The General Contractor or Owner Builder is required to pay a Use T De a to Piddn County (.5%) on the building permit valuation at lime of issuance. All sub -permits pulled under a building permit are paid by this deposit payment and should not pay Use Tax. Stand alone sub -permits are required to pay a Use Tax Deposit to Pitkin County (.5%) Deposit .5% of 50% of project valuation. Project Valuation (includes labor) $ Exempt: Exempt Organization Exempt ID # Property (lens may be placed on the owner's and/or the contractors property when Use Tax is not paid. PlumbinglMechanical Permit is being Issued on the condition that all items requested are on the approved plans. Any deviation shall require a Fhange orderlor removal at the applicant's expense. ALL PLUMBING & MECHANICAL PERMITS ARE REQUIRED TO BE ON THE JOB SITE. If the equipment is being installed on an historic property or within an historic district, you must submit plans and/or elevations indicating the location of the equipment, as well as the exact dimensions of the unit being installed. MECHANICAL PERMIT APPLICATION 4 PITKIN COUNTY COMMUNITY DEVELOPMENT 130 S GALENA THIRD FLOOR ASPEN CO 61611 INSPECTION LINE: 970-920-5532 OFFICE: 970-920-5526 FAX: 970-920-5439 01a, 410k ?V1 U, PERMIT NO. (Office Use Only) JOB ADDRESS ' OWNER. r MAILING ADDRESS: PHONE: t � dN E A wkiri✓►9o'bl.,/ MECHANICAL CONTRACTOR PHONE: MA,IlAd, g(6�it �r (9l0 7TH' i�✓L USE OF UILDING LA COMMERCIAL RESIDENTIAL BUILDING PERMIT NO. IS THERE A CLASS OF WORK: ❑ NEW ADDITION ❑ ALTERATION ❑ SOLAR RESTAURANT IN THIS BUILD❑ YES X NO WILL PENETRATIONS MADE IN FIRE RESISTIVE CONSTRUCTION? TYPE OF FUEL: ❑ OIL X NATURAL GAS Cl LPG ❑ YES, WILL REQUIRE A PLAN REVIEW ❑ NO DESCRIBE WORK: NO, TYPE OF EQUIPMENT FEE L r/ Forced Air Systems—Gra Systems — B.T.U. Wall, Suspended Or Una Heaters Dryer Vent Appliance Vent Heating, Rafri eration, Cooling, Absorption Una ADOfiIONAL MECHANICAL PERMIT MAY BE REQUIRED Repair, Alteration or Addition to Existing System SPECIAL CONDITIONS: Boilers includes ventB.T.U.: Air Handling Unit C.F.M. NOTICE This permit becomes null and void if work or construction authorized is not Evaporative Coolers commenced within 12 months or if construction or work is suspended or abandoned Ventilation Fan for a period of 180 days at any time after work is commenced. Range Hood Gas ,Pi , I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit Gas Log or Appliance does esume to give authority to violate or cancel the provisions of any other stat or I w/rp� lattingg construction or the performance of construction Other: K Y T ' / 1 """""_ :—/ /—J5J Fixture Fee SIGNA URRE�OF CONTRACTOR DATE . �tML2 /` m4uuo-u Permit Fee PRINT NAME SIGNATURE OF OWNER (IF OWNER BUILDER) DATE SUBTOTAL PERMIT VALIDATION Use Tax APPLICATION HPC: PLANS APPROVED FOR Date Receipt # TOTAL FEE ACCEPTED: BY -4— BY CHECKED: BY SUANCE: BY I 1 1'V W I b1l,l DATE: DATE: -I`0DATE: DA1 ILS PAYME T O PITKIN COUNTY USE TAX The General Contractor or Owner Builder is required to pay a Use Tax Deposit to Pitkin County (.5%) on the building permit valuation at time of issuance. Al sub -permits pulled under a building permit are paid by this deposit payment and should not pay Use Tax. Stand alone sub -permits are required to pay a Use Tax Deposit to Pitkin County (.5%) Deposit .5% of 50% of project valuation. Project Valuation (includes labor $ Exempt: Exempt Organization Exempt ID # Property liens may be placed on the owner's and/or the contractor's property when Use Tax Is not paid. Plumbing/Mechanical Permit Is being issued on the condition that all Items requested are on the approved plans. Any deviation shall require a change orderior removal at the applicant's expense. ALL PLUMBING 8 MECHANICAL PERMITS ARE REQUIRED TO BE ON THE JOB SITE. If the equipment is being installed on an historic property or within an historic district, you must submit plans and/or elevations indicating the location of the equipment, as well as the exact dimensions of the unit being installed. 00000 3) CI E tbVIb6WL I I LA ELECTRICAL PERMIT APPLICATION 3 PITKIN COUNTY COMMUNITY DEVELOPMENT 130 S Galena St Thud Floor Aspen CO 61611 t45PECTI0II LINE 970a205532 PHS 970-920-5526 FX: 970-920-5439 (f PERMiII^H1 NO. (Office Lim Only) .I(J' JOB ADDRESS O I (� �� IC. OWNER HONE EC A5aX BUILDING PERMITT##� OCCUPANCY GROUP EI ' • RIW&UATION SQUAREFOOTAGE I S ` >&-RESIDENTIAL USE OF BUILDING ❑ COMMERCIAL CLASS OF WORK ❑ ADDITION 1 ❑ ALTERATION PrNEW ❑ CONSTRUCTION OIAR ❑ OTHER 1 SERVICE DESCRIBE WORK IN DETAIL (For additions. alterations, indicate'+oe. number and location of source of circuits) 7 mP ,((t�Tr� i A -P.O ?-5AQ t7 s '.=R: The > rs b personally perform ekdriml wosmttwdeaid prope residerne tereby molal as a w ion of issuance of such permit, that the arsess, aeW aaaaliwbOF residence is owrwd W teaaaietftdSwaaall i d is eat end b Oab di d eonskmcd e a nmwdeum: and srrh arearbbart irsuded IN sale a resale. nor "rs R raaarl aaaaels/amdad> b k rrecrded tnrl—aa.aYar�l�a er refit. nor will it be fp y-11aftepublic. Ito understood thatmmpiarwwfttwse asurarv:es is a conddon of"areaedewabewislpralbtw rppiwa pursuant tothe probiawd IiS.Secbonl2-23111(2)(a amended), and OOlat RlDcai /here mllbegmun05(p d9w dlLlFJl perrlivanycertircatect oCaprtq farted with respect to the Property or residence described. DO NOT SIGN THIS SECTION IF YOU ARE A LICENSM CONfRACfOR. E;ignatmc o' - Dace •1.Ae Engineer stamped electrical oleic plias n- q edf se,io "s Deer 40D aaryw Lerr vatape mut be dale by NICET erlpmeer. PAYMENT OF PITKIN COUNTY USE TAX Use Tax Permit Fee Double The G necifmreatbrMOs entente wpiarb pay• two TbtDapetb Patin muco llg.Qi 7-0na (5%) m #w b l ft pom*vduWm atOee d b� N wA40dlYpulled urmra Wldrp Ue Twt. siNwabmubi $ $'] $ permitaepeidb/NisOyoal payteraaTdatrorarnafpay rardsate requrredbp eUmTmDrpoalb PMMCaLaq(.5%) Oepaa.'5% dsdfdpeisc valuation ,15 Approved by Fire Marshal L1 ;od Valuation (includes labor) 3 3 o a a Date: crypt F•empt Organization Approved by HPC ❑ -t ID Number Property liens may M placed on fors owlet's and/or the contracbPs proParly Date when Use Tax is not pmK ELECTRICAL CONTRACTOR Building De arbrientAcceptance For all work tlwe mdartrts ppr -205 . - accepts" breorrq>r¢ncewith tr>e NdiwlYBadlbCoewdCmsytaawwRens, awsbRwlild wappian Permn sr.i I, avpsat,tawtapwdwtbrrbbttn danyomarlryswrs Mrlmtptedfnal Approved By- ebtAtloli�08mtalwlbraltilarsprbrbr=gtre ebosal grdwa Aftrsiabmical swpa,fotf�pa�wssadwiia!odes ata mrp4trg an elerlilg7a�l� iltaall1 ; 7- 1- C Date: / I — J �`Ir/,1� � Y lz� 11 S_ Pdliilt VaBdation 5 ignature of Electrical Cont-, Date Receipt Thal M I_ ��)) y� �I`Cen I �C� II't?"v� (, �.ZI.�SrU"1� 'I -a $ I Ifr l5 IL+q Print Name E-irriad this form Print this forth Reset this form 000009 )V) a FINAL INSPECTIONS IneRCList.rpt Inspection Check List Page: 9 -1912016 7:44:19AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Permit No: 0072.2015.PPLM Scheduled for January 06, 2016 Type: 441 Notes: Reinspection Comments: FINAL PLUMBING 2 - Accepted as Noted _ 3 - Rejected Time: 12:00 4 - Partial/Not Complete This inspection report is accepted with the understanding that the inspection does not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure(s) and system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems. 000010 Date Signature of Date Signature of Address 321 SOPRIS CREEK RD Name Name P41Y eCAp Conte t # (970) 274-9616 Contractor: MAULDIN PLUMBING & HEATING INC Owner: HARRIMAN Page: 9 7:44:19AM Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Permit No: 0150.2015. PM EC Scheduled for January 06, 2016 Type: 428 Notes: Inspection 1 - AcceDi Comments: FINAL MECHANICAL 2 - Accepted as Noted _ 3 - Rejected Inspection Line:920-5532 Time: 12:00 4 - Partial/Not Complete Page: 15 This inspection report comes with the understanding that the inspection does not, in any way, constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer or occupant. 000011 Date Signature of Date signature of Address 321 SOPRIS CREEK RD Contractor: MAULDIN PLUMBING & HEATING INC Name E Name Contact # (9 0) 274-9616 Owner: HARRIMAN Page: 15 InspCList.rpt 1/612016 7:44:19AM Permit No: 0209.2015.PELE Type: 226 Notes: Dave 274-9616 Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Scheduled for January 06, 2016 FINAL ELECTRICAL Inspection Line:920-5532 Time: 12:00 1 - Accepted ) 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Page: 16 This inspection report is accepted with the understanding that the inspection does not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure(s) and system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems. 000012 Date Signature of Date N, of Address 321 SOPRIS CREEK RD Name Name oc• Contact # (9/0') 379-0448 Contractor: Y ELECTRIC INC Owner: HARRIMAN Page: 16 InspCList.rpt Inspection Check List Page: 17 1/6/20116 7:44:19AM . PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Permit No: 0228.2015.PELE Scheduled for January 06, 2016 Type: 226 FINAL ELECTRICAL Notes: solar final call mike need photos of racking /bonding inspections not called in Comments: Time: 08:00 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete This inspection report is accepted with the understanding that the inspection does not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure(s) and system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems. 000013 Date Signature of Applicant N Print Name Date Signature of Inspector Print Name ov, Address Co me: mike Contact # (A) 379-6902 321 SOPRIS CREEK RD Contractor: ASPEN SOLAR SYSTEMS Owner: HARRIMAN Page: 17 spCList.rpt Inspection Check List Page: 6 AMS/2016 7:44:19AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Permit No: 0035.2015.PRBK Scheduled for January 06, 2016 Type: 133 FINAL BUILDING INSPECTION Notes: note s.o.v./// engineering, zoneing eh sign offs;;'-7 ffs n e DESCRIPTION: #Stories: Garage -Attached:_ Detached: Bath:_ 3/4 Baths:_ 1/2 Baths:_ Kitchen:_ ACCE Bedroom: Other: Fireplace -Maker: Gas Appliance -Maker:_ Results: 1 -Accepted Reinspection Fee $ Comments: 2 - Accepted as Noted 3 - Rejected Time: 08:00 rt: Bedrooms: Full Living: Kitchen: Bath: Gas 4 - Partial/Not Complete This inspection report is accepted with the understanding that the inspection does not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure(s) and system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems. 00001/I Date Signature of DateL"�_Signature of Address 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Owner: Name. e &,A Name 4qz P Contact# (970)274-9616 HARRIMAN Page:6 18/2016 8:11:15AM Permit No: 0035.2015.PRBK Type: 501 Notes: Inspection Check List PITKIN COUNTY Inspection Schedule forjoannas Scheduled for January 08, 2016 Inspection Line:920-5532 ZONING INSPECTION 0�. Time: 12:00 Inspection Results: 1 - Accepted 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspectio Fee $ Comments: ( /* pn O c0 CI I 000015 fy-bu Page: 1 The applicant acknowledges that he/she has been informed by Pitkin County of environmental hazard areas that might affect the property any improvements and the use and occupancy thereof. The provisions of the Pitkin County regulations do not in any way assure or imply that the property will be free from hazards or that approved mitigation will guarantee the safety of anyone using the property. This inspection report is accepted with the understanding that the inspection does not, in any way, constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structures and appurtenances inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structurparttf�syste(". Date Signature of Applicant Print Namet_ Date_-l� Signature of Inspe Print Name 00. /l VSA_ Address Con it Name: Dave IN\Contact # (970) 274-9616 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Owner: HARRIMAN Page1 InspCList.rpt 2/8/2016 8:21:14AM Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Permit No: 0035.2015.PRBK Scheduled for February 08, 2016 Type: 133 FINAL BUILDING INSPECTION Notes: &ma „a Inspection Line:920-5532 Time: 08:00 DESCRIPTION: #Stories: Garage -Attached:_ Detached:--U/--Carport: Bedrooms: Full Bath:_ 3/4 Baths:_ 1/2 Baths:_ Kitchen:_ ACCESSORY UNIT: Living: Kitchen: Bath: Bedroom: Other: Fireplace -Maker: —Gas Appliance -Maker: Gas Loa Inspection Results 1 - Accepted 2 - Accepted as Noted _ 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: 9iWny p.v oF(.11, -l?)y (.-n✓n nn .Infr i'... AIWIS Page: 5 This inspection report is accepted with the understanding that the inspection does not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure(s) and system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems. 00001G Date Signature of Applicant Print Namc;-C-UJ e, C -m ue;S;Se�r- Date2-S-1(o Signature of Inspector_ Print Name Address Contact Name: dave 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Owner: Contact # (970) 274-9616 HARRIMAN Page: 5 APPLICATON MATERIAL ® l e.0. ZO1S_ Ppg2 2009 IECC Energy Efficiency Certificate Wall 29.25 Floor 6.00 Ceiling / Roof 47.00 Ductwork (unconditioned spaces): Window 0.32 Door 0.20 Heating System: Cooling System: Water Heater: Name; Comments 00001 1 01602 01 5��� REScheck Software Version 4.5.0 Compliance Certificate Project Harriman Residence Garage Energy Code: Location: Construction Type: Project Type: Climate Zone: Permit Date: Permit Number: Construction Site: 0321 Sopris Creek Road Emma, CO 81621 2009 (ECC Aspen, Colorado Single-family Addition 7 (9922 HDD) Owner/Agent: BIII & LeeLee Harriman 0321 Emma Road Emma, CO 81621 561714-3350 bha rrima n@ ham manconstruction.c om (Pitkin County Designer/Contractor: JUL 2 1 2015 Willis Pember Willis Pember Architunf`ijlQevelop)nenl 412 North Mill Street Aspen, CO 81611 970 920-1727 wi Ilispa@comcast.net trade-offCompliance: Passes using JA Compliance: 11.99E Better Than Code Maximum UA: 318 Your UA: 280 The %Better or Worse Than Code Index reflects horn Close to compliance the house Is based on code tradeoff rules. it DOES NOT provide an estimate of energy use or cost relative to a minimum code home. Envelope Assemblies vvon v iu is vvuuu rrame, 1b- O.C. 329 29.2 0.0 0.049 14 Window G: Wood Frame:Double Pane with Low -E 11 0.320 4 Window G: Vinyl Frame:Double Pane with Low -E 11 0.320 4 Window H: Wood Frame:Double Pane with Low -E 22 0.320 7 Wall Grid F: Wood Frame, 16" o.c. 461 29.2 0.0 0.049 14 Window): Wood Frame:Double Pane with Low -E 17 0.320 5 Door 10: Solid 80 0.200 16 Door 10: Solid 80 0.200 16 Wall Grid 2: Wood Frame, 16" o.c. 329 29.2 0.0 0.049 13 Window G: Wood Frame:Double Pane with Low -E 11 0.320 4 Door 7: Glass 22 0.320 7 Door 7: Glass 22 0.320 7 Wall Grid A: Wood Frame, 16" D.C. 461 29.2 0.0 0.049 17 Window H: Vinyl Frame:Double Pane with Low -E 22 0.320 7 Door 9: Solid 53 0.200 11 Window H: Wood Frame:DDUble Pane with Low -E 22 0.320 7 Window): Wood Frame:Double Pane with Low -E 17 0.320 5 Project Title: Harriman Residence Garage Data filename: Z:\ wpald\1502\Energy\Harriman Residence Garage 000018 ASI #1 REScheck.rck Report date: 06/24/15 Page 1 of 9 Garage Floor: Slab-On-Grade:Heated 128 6.0 0.739 95 Insulation depth: 3.0' Garage Ceiling: Flat Ceiling or Scissor Truss 1,035 47.0 0.0 0.026 27 Compliance Statement: The proposed building design described here Is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Title: Harriman Residence Garage Data filename: Z:\—wpald\1502\Energy\Harriman Residence Garage ASI #1 REScheck.rck 0CC` n 19 Report date: 06/24/15 Page 2 of 9 S K PEIGHTAL ENGINEERS Ltd STRUCTURAL CONSULTANTS MEMORANDUM TO . Harriman Construction ATTN . Dave Griesser FROM r Adrienne Prosser DATE r 20 October 2015 PROJECT . Harriman Residence PROJECT No. • 15005 RE • Garage Builder Options dgriesser@harrimanconstruction.com This memo is written in response to a request from the field to review in -field conditions that deviate from as indicated on the structural plans. Walkway Roof Framing: The beam/column connections at the roof of the covered walkway were not installed per details 4/S3.1G and 5/S3.1G as indicated on plan. Instead the 6x8 HTs were half -lapped and lagged into the top of the 4x4 column below. This is acceptable provided 4x4 kickers are installed between the column and beams above. The kickers are to be installed in one direction at the two end columns and in both directions at the two intermediate columns. 15005 Memo 2015-10-20 garage 298 Park Avenue #301 • Basalt. CO • 81621 • 970.927.9510 • skpe@sopris.net 00002n �r 0 0 N H INSULATION C o M r A 9 r CERTIFICATE OF INSULATION ASPEN INSULATION CERTIFIES THAT INSULATION PRODUCTS, AS DESCRIBED BELOW. HAVE BEEN INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED APPLICATIONS FOR THESE PRODUCTS. Street Address: City State: ZID• R -Value Thickness }� Attic/Roof Walls / Aspen Insulation ;56od?*,4diwd ;ckeetdud Date /0 9 s 1241 Heritage Dr Carbondale, C081623 970-945-5088 /iJ C. PC7 /2-(e ! x-61& L,t,4ll -Z L'77,1 973 y l/ OTHER INSPECTIONS InspCList.rpt 7/9/2015 7:52:26AM Permit No: 0035.2015. PRBK Inspection Check List PITKIN COUNTY Inspection Line:920-5532 susanpe Scheduled for July 09, 2015 Page: 19 Type: 503 CONSTRUCTION MGMT INSPECTION Time: 08:00 Notes: silt fence -bldg. env. 7-9.1's o12 - Inspection IZ Inspection Results: 1 - Accepted —'�L 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: 000022 The applicant acknowledges that he/she has been informed by Pitkin County of environmental hazard areas that might affect the property any improvements and the use and occupancy thereof. The provisions of the Pitkin County regulations do not in any way assure or imply that the property will be free from hazards or that approved mitigation will guarantee the safety of anyone using the property. This inspection report is accepted with the understanding that the inspection does not, in any way, constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structures and appurtenances inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner orsubs qugnt buyer upant. Pursuant to state law the owner is responsible for inspection and maintenance of the structu Ad sysliterrs. Date Signature of Date JIMI(IS Signature of Address Contact Name: 321 SOPRIS CREEK RD F,� Contractor: HARRIMAN CONSTRUCTION INC ave Contact # (970j 274-9616 Owner: HARRIMAN Page: 19 InsPCList.rpt Inspection Check List Page: 11 7/27/2015 7:32:13AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for July 27, 2015 Permit No: 0035.2015.PRBK Type: 120 INSPECT FOOTINGS Time: 08:00 Notes: Inspection Results: 1 - Accepted 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: 000023 Date Signature of Applicant Print Name Datea � Signature of Inspector x Print Name 0 d v Address Conta t _Nam : dave Cont t # (970) 274-1616 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Owner: HARRIMAN Page: 11 In%vC st.rpt Inspection Check List Page: 6 !!/28/2015 7:57:50AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for July 28, 2015 Permit No: 0035.2015.PRBK Type: 120 INSPECT FOOTINGS Notes: 1 - Accepted _ Reinspection Fee Comments: 2 - Accepted as 3 - Rejected Time: 08:00 4 - Partial/Not Complete t\ ('�e �" 0 / 000024 DatelAignature of Date7- -- �-Signature of Address 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Nae Name P ti CYF a` Con ct # (970) 274-1616 Owner: HARRIMAN Page: 6 InspCList.rpt Inspection Check List Page: 7 7/30/2015 8:15:35AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for July 30, 2015 Permit No: 0035.2015. PRBK Type: 124 INSPECT WALL Notes: garage wall 1 - Accepted 2 - Accepted as Notec Reinspection Fee $ ' On^ v Comments: � Y// '�If S✓ 1 i Time: 08:00 3 - Rejected 4 - Partial/Not Complete 3 ? CCVG``� S' - 76 7C Z 000025 Date 7 70Slam- 7u re of Date Signature of Address 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Name--�- W e Nam P Conlact # (970) 274-7616 Owner: HARRIMAN Page:7 InspCList.rpt Inspection Check List Page: 5 8/3/2015 8:01:19AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for August 03, 2015 Permit No: 0035.2015. PRBK Type: Notes: Inspection Re 1 -Accepted Reinspection Comments: uuuu%l 7 Date I `Signature of Date $ 3 i Signature of Address 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC 520 INSPECT FOUNDATION INSULATION GARAGE 2 - Accepted as Noted _ 3 - Rejected Time: 08:00 4 - Partial/Not Complete Owner: HARRIMAN Page: 5 KLlst.rpt Inspection Check List Page: 18 15 7:52:21AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for August 07, 2015 Permit No: 0209.2015.PELE Type: 221 INSPECT UNDERGROUND Notes: service alt ph. dave 274-9616 Inspection 1 - Accent Comments: 0000?I 2 - Accepted as Noted _ 3 - Rejected Date Signature of DateS- 7 �/Signature of Address 321 SOPRIS CREEK RD Contractor: Y ELECTRIC INC Time: 08:00 4 - Partial/Not Complete Owner: HARRIMAN wpde� N K &yeqAzdOG :onta t# (970)379-0448 Page: 18 InspCList.rpt Inspection Check List Paqe: 7 `9/1/2015 7:49:29AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Permit No: 0035.2015.PRBK Scheduled for September 01, 2015 Type: 135 INSPECT SHEAR WALL Notes: shear wall garage ispection Results: 1 - Accepted 2 - Accepted as Reinspection Fee $ Comments: 000023 Date Signature of Date-Signatureof Address 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Jot 3 - Rejected Time: 08:00 4 - Partial/Not Complete Name Name 4 ^ Contac # (970)274-1696 Owner: HARRIMAN Page: 7 InSnCList.rpt Inspection Check List Page: 8 3123/2015 7:59:08AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for September 23, 2015 Permit No: 0035.2015.PRBK Type: 520 INSPECT FOUNDATION INSULATION Time: 08:00 Notes: Inspection Results: 1 - Accepted 2 - Accepted as Noted /p 3 - Rejected 4) - Partia-1/N,otttCCCo%mplete Reinspection Fee $ [/% Comments: T I n,.L/ / . ie.�'/ 1 / � �( /J 000029 Date Signature of Date= -Signature of Address 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Name_�� Lam/ Name 6 (2AI d d - Contac # (970) 274-9616 Owner: HARRIMAN Page:8 In List.rpt Inspection Check List Page: 21 123/2015 7:59:08AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for September 23, 2015 Permit No: 0150.2015. PM EC Type: 528 Notes: INSPECT IN -FLOOR HEAT Inspection Results: 1 -Accepted 2 - Accepted as Noted Reinspection Fee $ f y//) Comments: 000030 Time: 08:00 3 - Rejected 4 - Partial/Not Complete Dated Signature of Applicant Date 7 " 4 Signature of Inspector 6M �. Address Contact Na e: 321 SOPRIS CREEK RD Contractor: MAULDIN PLUMBING & HEATING INC Nam;" m'? ` o csste,� Name P D Contact 4 (970)319-8224 Owner: HARRIMAN Page: 21 kCList.rpt Inspection Check List Page: 31 015 7:57:60AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for October 09, 2015 Permit No: 0209.2015. PELE Type: 222 Notes: 1 -Accepted Reinspection Comments: Type: 223 Notes: Inspection INSPECT ROUGH ELECTRICAL Time: 08:00 2 - Accepted as Noted ,r'3 - Rejected 4 - Partial/Not Complete INSPECT PERMANENT SERVICE 1 - Accepted 2 - Accepted as Reinspection Fee $ Comments: 000031 Dated G% JrSignature of Date Signature of Address 321 SOPRIS CREEK RD Contractor: Y ELECTRIC INC 3 - Rejected Time: 08:00 4 - Partial/Not Complete Owner: Name ^t�iW41 Name r Con act # (970) 379-0448 HARRIMAN Page: 31 3/2015 8:17:27AM Permit No: 0072.2015.PPLM Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Scheduled for October 13, 2015 Inspection Line:920-5532 Type: 321 INSPECT ROUGH PLUMBING - WASTE & VENT Time: 08:00 Notes: !� � Inspection Results: / 1 - Accepted _ 2 - Acce ted as Noted 3 - Re'ected v 4 Pa is rt IoIN t C I t Reinspection Fee ( Comments: I Type: 322 Notes: INSPECT PLUMBING - WATER PIPE Time: 08:00 Inspection Results: 1 - Accepted � 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: AirD9 (}hn,✓7wv-za /9 ✓1 �,�t(1i-� 000032 Date Signature of Applicant Date K)/ /► Signature of Inspector Address Contact Name: dennis 321 SOPRIS CREEK RD Contractor: MAULDIN PLUMBING & HEATING INC Owner: Page: 9 Name �ClI"l�� i�i'1 Contact # (970) 379-7942 HARRIMAN Page:9 InspCList.rpt 101/3/2015 8:17:27AM Permit No: 0150.2015.PMEC Type: 528 Inspection Check List PITKiN COUNTY Inspection Schedule for rayg Scheduled for October 13, 2015 INSPECT IN -FLOOR HEAT Notes: 9??? this has had ins. Inspection Line:920-5532 Time: 08:00 Inspection Results: 1 -Accepted 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: 000033 Date Signature of Applicant Date IQA3 I�Slgnature of Inspector Address Contact Name: dennis 321 SOPRIS CREEK RD Contractor: MAULDIN PLUMBING & HEATING INC Owner: Page: 14 a Name( Name Contact # (970) 379-7942 HARRIMAN Page: 14 InspCList.rpt 10113/2015 8:17:27AM Permit No: 0035.2015. PRBK Type: 128 Notes: Inspection Results: 1 - Accepted Reinspection Comments: Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Scheduled for October 13, 2015 INSPECT ROUGH FRAMING Page: 4 Inspection Line:920-5532 Add. cuss A �O am 1'J� Time: 08:00 �Q 2 - Accepted as Noted _ 3 - Rejected - Partial! of Complete Type: 524 Notes: INSPECT GLAZING C© 011'\ Time: 08:00 Inspection Results: 1 - Accepted 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: 0 — , ",q7 0000311 Date, Signature of Date/ V115 / t 1 Signature of Address t;ontact name: 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC aave Owner: Name,-- , Eznp, Name PJm�[ Contact# (970)274-9616 HARRIMAN Page:4 InspCList.rpt 161T412015 11:31:00AM Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Permit No: 0072.2015. PPLM Scheduled for October 14, 2015 Inspection Line:920-5532 Type: 321 INSPECT ROUGH PLUMBING - WASTE & VENT Time: 10:52 Notes: re -inspect w&v-on water test Inspection Results - 1 1 - Accepted _L. 2 - Accepted as Noted _ 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: 000035 Page: 1 n ��ll Date,,..nn//,, Signature of Applicant Print Name P5 77 Y (n /! \z�g ✓7 Date44 Signature of Inspector Print NameI A'— PU Address Contact Name: Dennis Contact # (970) 379-7942 321 SOPRIS CREEK RD Contractor: MAULDIN PLUMBING & HEATING INC Owner: HARRIMAN Page: 1 Ins5CList.rpt a 10122/2015 8:46:15AM Permit No: 0035.2015.PRBK Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Scheduled for October 22, 2015 Type: 128 INSPECT ROUGH FRAMING Notes: garage -truss blocking above lofts/ t be PIAfit c4alin.10tyl at tnxtatffot Inspection Line:920-5532 Time: 08:39 Inspection Results: 1 -Accepted V, 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: Type: 523 INSPECT INSULATION Notes: garage -batt at lid Inspection Results: Time: 08:40 1 -Accepted JL 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: 000036 Page: 4 Date Signature of Applicant Print Name^W2 G�(�ESTPAr Date1=1 1%r�Signature of Inspector Print Name .JoL Address Contact Name: Dave Contact # (970) 274-9616 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Owner: HARRIMAN Page: 4 PLANS GENERAL NOTES A. THE AIA DOCUMENT A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTURCTION", IS HEREBY MADE A PART OF THESE CONTRACT DOCUMENTS, EXCEPT AS AMENDED HEREIN. COPIES ARE ON', FILE AND ARE AVAILABLE FOR INSPECTION AT THE OFFICE OF THE ARCHITECT, B. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT, THE GENERAL NOTES, THE SPECIFICATION, AND THE DRAWINGS, WHICH ARE j COOPERATIVE AND CONTINUOUS, WORK INDICATED OR REASONABLY IMPLIED IN ANY ONE OF THE DOCUMENTS SHALL BE SUPPLIED AS THOUGH FULLY CONVERED IN ALL. ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY, j C. ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND; ORDINANCES AND SHALL BE PERFORMED TO THE HIGHEST STANDARDS j OF CRAFTSMANSHIP BY JOURNEYMAN OF THE APPROPRAIATE TRADES. D. THESE DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND / OR DIRECTIONS REGARDING DESIGN INTENT WHERE IT IS ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED IN THE DOCUMENTS, E. ANY MATERIALS PROPOSED FOR SUBSTITUTION OF THOSE SPECIFIED OR CALLED OUT BY TRADE NAME IN THESE DOCUMENTS SHALL BE PRESENTED TO THE ARCHITECT FOR REVIEW. SUBCONTRACTORS SHALL SUBMIT SAMPLES AND REQUESTS FOR REVIEW THROUGH THE GENERAL CONTRACTOR. F. THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE I.R.C. OR BY ANY STATE OR LOCAL CODE OR ORDINANCE. G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS. VIL EX PIRE HARRIMAN RESIDENCE N0O r'T O IS PRREED E �T� 0321 SOPRIS CREEK ROAD PARCEL ID #: 273707347851 ,� t,T EMMA, CO 81621 PARCEL ID # 264513200016 a Stake Corers or DRAWING LIST Install Stormweter Building Envelope and Control Devices All drains ill have rad:-r�:p Any A0.0 INFORMATION Earthwork DD 100%: 3,9.15 installed at daylight points, CD 50%: 3.24.15, 4.14.15 SURVEY IECC A1.1 SITE PLAN 2009 !ECC2009 rp A-1.2 PARTIAL SITE PLAN 2015 2009 IMC FAR FLOOR AREA CALCULATIONS r �� In" Certificate A2.1 EXISTING FLOOR PLANS ` `� zs m E.'�PP �)/,',0 x A2.2 EXISTING ROOF PLAN NG, 0N, IE A2.3 ADDITION MAIN LEVEL PLAN 10,UIL w A2.4 ADDITION ROOF PLAN Wall floor zs,zs.w: 6.00 A2.5 G RAGF,MAIN LEVEL PLAN ., it �. A2.6 GARAG„� ROOF PLAN R-1 A3.1 ADDITION ELEVATIONS 47.00 A3.2 ADDITION ELEVATIONS Ductwork (unconditioned spaces); A3.3 GARAGE ELEVATIONS Prior to e=avatbll A4.1 ADDITION SECTIONS tIny FOR D M �� IARC < A4.2 GARAGE -SECTION work contaCt Pifidnmy A6.1 CONSTRUCTION TYPES Planning st 970429-2799 0.32 A6.2 CONSTRUCTION DETAILS Door A7.1 INTERIOR ELEVATIONS e r La A8.1 WINDOW & DOOR SCHEDULES S1.1 ADDITION FOUNDATION PLAN Heating System:4> S2.1 ADDITION FLOOR FRAMING PLAN Historical draln8ge Pdcems Cooling System; S2.2 ADDITION ROOF FRAMING PLAN PERMIT # Or -nhalig l mt o S3.1 ADDITION DETAILS Mufst not b0 altorad. S1.1 G GARAGE FOUNDATION PLAN MOMMEEMEMENNEMENEENEEMM Name; Date: S2.1 G GARAGE ROOF FRAMING PLAN Comments S3.1 G GARAGE DETAILS a H A t t MAN t D E N C E Fr -%-DD ITI ON GARAGE 0321 SOPRIS CREEK ROAD D 'BASALT, 8162` Update all Smoke detectorst (CO)and Carbon monoxide detectors to current Pitkin Co. and I codes. BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 561.714.3350 CDN S U L T A N T ARCHITECT WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 9201727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER NA SOILS ENGINEER HP GEO-TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT GENERALNA 1 i_ HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACILL IkARRIMAN APPLICABLE CODES All drains ill have rad:-r�:p DD 33%: 3.2.15 DD 100%: 3,9.15 installed at daylight points, CD 50%: 3.24.15, 4.14.15 2009 IBC IECC Energy 2009 !ECC2009 rp CONSTRUCTION: MAY 2015 2009 IMC a}}uu� { Effidency Nj/=� Certificate 2009 IPC ,, t IfE 201 Wall floor zs,zs.w: 6.00 OCCUPANCY ., it �. R-1 Ceiling ! Foot 47.00 , x . JUN 015 � r� Ductwork (unconditioned spaces); CONSTRUCTION TYPE TYPE 5-N FOR D M �� IARC < ims s s Window 0.32 Door 0.20` e r La zor Heating System:4> C 3 Cooling System; PERMIT # Or -nhalig l mt o Water Heater; MOMMEEMEMENNEMENEENEEMM Name; Date: Comments EXTERIOR €.iH176N LOCATION FI RE TYPE IS NOT APPROVED WITH THIS PERMIT REBAR OF FOOTING TO BE MADE AAMILABLE FOR GROUNDING, KE.C, -50C k1hll X04 N4- 1, f ',U',QUIRED , pX F 2009R H A t t MAN t D E N C E Fr -%-DD ITI ON GARAGE 0321 SOPRIS CREEK ROAD D 'BASALT, 8162` Update all Smoke detectorst (CO)and Carbon monoxide detectors to current Pitkin Co. and I codes. BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 561.714.3350 CDN S U L T A N T ARCHITECT WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 9201727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER NA SOILS ENGINEER HP GEO-TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT GENERALNA 1 i_ HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACILL IkARRIMAN PROJECT # 1502 FILENAME: 0502 A2.1 PROGRESS: 2.20.15, 2.23.15 DD 33%: 3.2.15 DD 100%: 3,9.15 CD 50%: 3.24.15, 4.14.15 CD 100%: 4.24.15 PERMIT: 5.1.15 s) " BID: CONSTRUCTION: MAY 2015 PROJECT # 1502 FILENAME: 0502 A2.1 L.& 15710 � AC BUILDING ENVELOPE LINE S 4 95.9' BUILDING ENVELOPE I WE POND/ACCESSORY ENVELOPE L.S. 3317 PARCEL ID # 264513200016 LEGAL DESCRIPTION That part of Lot 10 (being part of Tract 67) and of Lot 9 (being part of Tract 68) in Section 13, Township 8 South, Range 87 West of the 6th Principal Meridian, Pitkin County, Colorado, lying westerly of the County Road and northerly of a line described as follows: Beginning at a point whence Angle Point No. 8 of said Tract 67 bears S 08'25'E 549.6 feet; thence N 70*36'E 100 feet to the County Road; and also lying Easterly of a line described as follows: Beginning at a point whence Angle Point No. 8 of said Tract 67 bears S 08*25'E 545.6 feet; thence N 15'47'W 301.32 feet; thence N 24*47'W 365.3 feet; thence N 08'08'W 173,56 feet to the North line of Lot 10 in said Section 13, said tract being bounded on the North by said North line of said Lot 10 extended from said point easterly to intersect the County Road right—of—way. AND A FENCED AREA SITUATED IN THAT PART OF LOT 10 (BEING PART OF TRACT 67) IN SECTION 13, TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE 6TH PRINCIPAL MERIDIAN, PITKIN COUNTY, COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN A FENCE WHENCE ANGLE POINT NO. 8 OF SAID TRACT 67 BEARS S 15*47'00"E 32,28 FEET AND S 08*25'00"E 546,6 FEET; THENCE ALONG SAID FENCE ON THE FOLLOWING SEVEN (7) COURSES: S 76'04'22"W 10,52 FEET; THENCE N 16'38'48"W 98.36 FEET; THENCE N 17'01'00"W 170.07 FEET; THENCE S 89'39'32"W 5.36 FEET; THENCE N 26*56'27"W 54.00 FEET; THENCE N 23'40'34"W 41.57 FEET; THENCE N 67*01'53"E 21.64 FEET; THENCE LEAVING SAID FENCE ON A COURSE BEARING S 24*47'00"E FOR 91.19 FEET; THENCE S 15'47'00"E 269.04 FEET TO THE POINT OF BEGINNING, CONTAINING 5582 SQUARE FEET MORE OR LESS. 00 4 2 0 1 50�, 00 315 2 0 15 111UMAHM BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81611 CONTACT: BILL HARRIMAN (V) 561.714.3350 CONSULTANTS ARCHITECT WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 9201727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER NA SOILS ENGINEER HP CEO -TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT NA GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 970-379-8877 "Kin Uy MAY 0 5 2015 Commum,y clemopment PARTIAL SITE PLAN Pilkin 1,1 030,un Mq Atm 0 m ^uCOn .wo COLORADO LAW You MJS1 '_OVMENCE ANY _E�3AL ACTION BASED UPON ANY DEFECI IN 7HIS SukVEY °"�� - /�� ouw�y ^m�v��/mw m�.ACTIONDEF.��� | | | | D | K]G ENVELOPE a �/\NF\/�/`/`[��/lDV ENVELOPE |V|Y�/*\^\^[��VR| L.S. xon 0 ftOVND RE84R & CAP L.S, 1570 9 �DUND #b REBA8 {) �DUND OR SET RE8AR & CAP L.S. 14111 ^'^~``~^�DGE OF ROAD & DRIVEWAY --X--PENCE LINE EDGE OF POND ENVELOPE LINE POND/ACCESSORY ENVELOPE FOR POND MAINTENANCE ONLY. LINE BEARING DISTANCE L ] S 76°04'22'W 0.52' L 2 S 89039'32'W 5.36' L 3 N 67^0|'53`E 21'64' PARCEL | D # SCALE: 1w*=40v CONTOUR INTERVAL: L~ l Att 254513200016 That part of Lot 10 (being port of Tract 67) and of Lot A (being port of Tract 68) in Section 13. Township 8 Soor6, Range 87 West of the 6th Principal Meridian, Pitkin County, Cn|oro6p. lying westerly of the County Rpn6 and northerly of o line 6oncri6o6 as follows'. Be inning at o point whence An |e Point No. 8 of said Tract 67 6^orw 8 08"25'E 54u.b fee thence thenne N 70"36'E 100 feet to the County Road; and also lying Enoter|y of o |)oo described as foi|n~,: 8ogin"}"S otn poiv� whenceAngle Point No. 8 o� said Tract 07 6vo,a S 08=25'E � U feet: t he N 15*47'W J0|.32 fent: thence M 24"47'W 355�3 feet: thence N 08^88'W 173.56 feet to the North |}o* of Lot |O in said Section 13. said tract being 6vonJ*J on the North by said North line of said Lot |O pvtwn6oJ from said point easterly to intersect the County Road right-of+oy. AND A FENCED AREA SITUATED IN THAT PART OF LOT 10 (BEING PART OF TRACT 67) IN SECTION 13. TOWNSHIP 8 SOUTH. RANGE 07 WEST OF THE 6TH PRINCIPAL MERIDIAN, P|TK|N COUNTY. COLORADO. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 85G|NM|MG AT 4 POINT IN A FENCE WHENCE AN LE POINT NO. 8 OF SAID TRACT 67 BEARS G 15047'00"E 32.28 FEET AND S 08"25*00'E 546.6 FE�ET: THENCE ALONG SAID F NCE ON THE FOLLOWING SEVEN (7) COURSES: 9 76'04'22'W 10.52 FEET: THENCE N 16*38'48'W 98.36 FEET: THENCE N 17"01*00~W 170.07 FEET: THENCE S 89"39'32'W 5,36 FEET' THENCE N 25"55'27`W 54.00 FEET: THENCE N 23,40'34'w 41.57 FEET: THENCE M 07"01*53'E 21.84 FEET' THENCE LEAVING SAID FENCE ON A COURSE BEARING G 24°47'00'E FOR A|.|O FEET� THENCE S 15"4/*00'E 269.04 FEET TO THE POINT OF BEGINNING. CONTAINING 5502 SQUARE FEET MORE OR LESS. BY CERT4FY THAT ON APRIL 20. 2015 A I§URVEY WAS PERFORMtD BY ME ON THE PARCEL OF LAND DESCRIBED HEREON. A TWO -!TORY FRAME HOUSE WAS FOUND TO BE ON SAID PARCEL AS SHOWN ON THIS PLAT. ALL EASEMENTS. EnCno4cxMcnro AND :/C3HTn-op-WAY IN svIpsncE on xm0Ww TO ws ARE SHOWN, THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF WY KN0wL[OGE AND 8EL|EF. BY; �������� ���^�� ^ » N���^v V���m��&�� MAY 0 5 2015 IMPROVEMENT SURVEY PLAT 0321 SOPRIS CREEK ROAD BASALT. COLORADO Y L INE5 IN 5PA Ct'S 5 OVE Y L INCICOME ( L. 5 1-4 67 GLENWOOP AVE CAR90NDALE CO. 970 -96,Y -S85 DA rE: 0412112015 SCALE- 40' X8 NO..- 05 -OS ]ANE|S.GXD UILDING ENVELOPE y- Lij III cr-1, U WA -1 Mm Pam • D OND/ACCESSORY ENVELOPE L.S. 3317 PARCEL ID # 264513200016 LEGAL DESCRIP-11ON That part of Lot 10 (being part of Tract 67) and of Lot 9 (being part of Tract 68) in Section 13, Township 8 South, Range 87 West of the 6th Principal Meridian, Pitkin County, Colorado, lying westerly of the County Road and northerly of a line described as follows: Beginning at a point whence Angle Point No. 8 of said Tract 67 bears S 08*25'E 546.6 feet; thence N 70'36'E 100 feet to the County Road; and also lying Easterly of a line described as follows: Beginning at a point whence Angle Point No. 8 of said Tract 67 bears S 08'25'E 545.6 feet; thence N 15'47'W 301.32 feet; thence N 24*47'W 365.3 feet; thence N 08*08'W 173.56 feet to the North line of Lot 10 in said Section 13, said tract being bounded on the North by said North line of said Lot 10 extended from said point easterly to intersect the County Road right—of—way. ON A FENCED AREA SITUATED IN THAT PART OF LOT 10 (BEING PART OF TRACT 67) IN SECTION 13, TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE 6TH PRINCIPAL MERIDIAN, PITKIN COUNTY, COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN A FENCE WHENCE ANGLE POINT NO. 8 OF SAID TRACT 67 BEARS S 15*47'00"E 32.28 FEET AND S 08*25'00"E 546.6 FEET; THENCE ALONG SAID FENCE ON THE FOLLOWING SEVEN (7) COURSES: S 76*04'22"W 10.52 FEET; THENCE N 16*38'48"W 98.36 FEET; THENCE N 17'01'00"W 170.07 FEET; THENCE S 89'39'32"W 5.36 FEET; THENCE N 26'56'27"W 54.00 FEET; THENCE N 23'40'34"W 41.57 FEET; THENCE N 67'01'53"E 21.64 FEET; THENCE LEAVING SAID FENCE ON A COURSE BEARINGS 24'47'00"E FOR 91.19 FEET; THENCE S 15'47'00"E 269.04 FEET TO THE POINT OF BEGINNING, CONTAINING 5582 SQUARE FEET MORE OR LESS. EXTERIOR UGMNG LOCATION FIXTURE TYPE IS NOT APPROVED WITH THIS PERMIT SITE DEVELOPMENT PLAN 1// = 40/-0// FORZOWIPLIANCE 00222015 �O U 00 35 2 0 15 o* - 00 362 . mefl ARRIMAN RESIDENCE, 0321 SOPRIS CREEK ROAD!1 EMMA, CO 8162T 11117MMMI BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 561.714.3350 FT7.RT.11T54i WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 9201727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER NA SOILS ENGINEER HP GEO-TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT NA GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACT:. L, RIMAN (V) ?JIF8870 P 4 A� is 0- pt'WER 4C'l C rU 14 L L ISSUE: PROGRESS: 2.20.15, 2.23.15 DD 33%: 3.2.15 DO 100%: 3.9.15 CD 50%: 3.24.15, 4.14.15 CD: 100% 4.24. L51 - ItKin t.,,cuniy PERMIT: 5.1.15 BID: M, AY 0 5 2015 CONSTRUCTION: czcmvnun�ryus PROJECT # 1502 FILENAME: 0502 A2.1 Jim I EXTEND EXISTING FENCE -EXTEND EXIST GRAVEL DRIVE NEW FENCE FOOl -PRINT OF EXISTING - POLE BARN TO BE REMOVED RELOCATE EXISTING GATE NEW CONC, WALKWAY \'\ ` \ ,� + NEW COVERED PORCH ENTRY WALK PROPOSED BARN/GARAGE \0 .. .. . ....... ROOF OVERHANG (TYP,) T 7 INDICATES EXISTING - TREES TO REMAIN (TYP) CATE --EXTEND EXISTING FENCE PROPOSED RESIDENCE ADDITION FENCE NEW COVERED PORCH RE -VEGETATE EXISTING SOD (TYPICAL) _X_ CHICKENS INDICATES AREA OF EXISTING PORCH TO BE REMOVED SIB or rnec'n" EMRIOR IJG"NG U)CXT10�' FlxtuAE TYPE IS NOT APPROVED WITH THI'��' ' PF"mil EW10 Of- 061E r�l j r -OR C 1 ANC E PARTIAL SITE 1/8// = 1/-0// 0 0 2 2 2 0 15 00 352 015 HARRIMAN RESIDENCE 0321 SOPRIS CREEK ROAl EMMA, CO 81627 - PARCEL ID# 264513200016 BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 561.714.3350 C0 N SULTANTS ARCHITECT WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 9201727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT ZIVIL ENG14EER 1A I SOILS ENGINEER HP GEO-TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT NA GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACT: Ill L RRIMAN Vat 0 4 ISSUE: PROGRESS: 2.20.15, 2.23.15 DO 33%: 3.2.15 DD 100%: 3.9.15 CD 50%: 3.24.15, 4.14.15 CD: 100% 4.24.15 pittloin PERMIT: 5.1.15 BID: i� AY 0 5 2D 15 CONSTRUCTION: PROJECT # 1502 FILENAME: 05O2 -A2.1 killh I F.IM 4! �T , j - il-i'l i ri ff.' TM 1 i EXISTING BARN TO BE REMOVED: PROPOSED GARAGE: PROPOSED GARAGE LOFT: 11 0 41 AI Ji 111 Ji wl -4 K111171 :14 4 a kill] s , _ ` EXISTING BARN TO BE REMOVED 8,860,83 SF, � 1 , \ \ \ \ \ \ \ PROPOSED LOFT 258,68 SE, ( j, r L/ lr " COVERED WALKWAY l ! / r i . J ,r PROPOSED GARAGE 1)03473 SF-{ \ i � s s l NEW PORCH 80,05 SF-, EXISTING PORCH TO BE REMOVED m.0 _ 121,7 4 S F - EXISTING SHED 157,94 SF9 NORTH FLOOR AREA CALCULATIONS 1/8// _ I/_0// EXISTING kFS'i fir fJ(;F UPPER LEVEL 4"`,i"2 SF, EXISTING RESIDENCE MAIN LEVEL 2359,98 SF, PORCH S F - k R r ` RESIDENCE 0321 SOPRISROAD EMMA, CO 81621 PARCEL ID # 264513200016 BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 561.714.3350 WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 6201727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER NA SOILS ENGINEER HP GEO-TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT NA GENERAL CONTRACTOR 280 EAST * �� ; NE BASALT, ! 81621 ir"96/may / fir, ISSUE:'/ PROGRESS:2. .23.15 DD 33%: 3.2.15 DD 100%: 3.9.15 CD 50%: 3.24.15 CD 55%: 4.1.15, 4.14.5 CD 100%: 4.24.15 PERMIT: 5.1.15 MAY 0 5 20f BID: CONSTRUCTION: 'Conan h-nin 'Cen FLIOR AREA CALCULATIINS owo,E« a 1502 ROOF OVERHANG ----------------------------- / \ X ay '. ADDITION r \ yr, f. / - ------ - NEW PORCH 80,05 SF-, EXISTING PORCH TO BE REMOVED m.0 _ 121,7 4 S F - EXISTING SHED 157,94 SF9 NORTH FLOOR AREA CALCULATIONS 1/8// _ I/_0// EXISTING kFS'i fir fJ(;F UPPER LEVEL 4"`,i"2 SF, EXISTING RESIDENCE MAIN LEVEL 2359,98 SF, PORCH S F - k R r ` RESIDENCE 0321 SOPRISROAD EMMA, CO 81621 PARCEL ID # 264513200016 BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 561.714.3350 WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 6201727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER NA SOILS ENGINEER HP GEO-TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT NA GENERAL CONTRACTOR 280 EAST * �� ; NE BASALT, ! 81621 ir"96/may / fir, ISSUE:'/ PROGRESS:2. .23.15 DD 33%: 3.2.15 DD 100%: 3.9.15 CD 50%: 3.24.15 CD 55%: 4.1.15, 4.14.5 CD 100%: 4.24.15 PERMIT: 5.1.15 MAY 0 5 20f BID: CONSTRUCTION: 'Conan h-nin 'Cen FLIOR AREA CALCULATIINS owo,E« a 1502 NORTH 9 I I ( D3, 4) ROOF P! AN 1/4" = 1,_0„ TO REMAINuu E� -n I'llNul\JUN 00 352 015 i FEM ARRIMAN RESIDENCE 0321 SOPRIS CREEK ROAl EMMA, R 1 BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 31621 CONTACT: BILL HARRIMAN (V) 561.714.3350 f1�fi�TL TSS. WILLIS PEMER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 9201727 SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDAL, CO CONTACT: MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT m CIVIL ENGINEER NA SOILS ENGINEER HP GEO-TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT NA GENERAL CONTRACTOR ISSUE: PROGRESS: 2.20.15, 2.23.15 DD 33%: 3.2.15 DD 100%: 3.9.15 CD 50%: 3.24.15 CD 55%: 4.1.15, 4 I4u ffi couri CD 100% 4.24.15 PERMIT: 5.1.15 MAY O 5 2015 BID: CONSTRUCTION: ANNITINN 188F PLAN PROJECT # 1502 FILENAME: 0502 A2.1 0035201 5 (4) 00 3 0 I PROPOSED ADDITION ______............ _._._.--------- 'T EXISTING CHIMNEY TO REMAIN { HARRIMAN RESIDENCE f7////x METAL ROOFING ;T❑ MATCH EX 0329 SQPRIS CREEK ROAD y \ -�__ � _ E !W NI A, CO 81621 4\,E3 PARCELID # 26451320001 b r�L- EXISTING ROOF J BEYOND { W N E R S N, ++ U �Jl_, v �` i BILL AND LEELEE HARRIMAN V� \ \ �° 0321 SQPRIS CREEK ROAD -- BASALT CO 81621 +---------------------------------------------------------------- --U CONTACT. BILL HARRIMAN (V) 561.714.3350 _._._._._._._._._._._._._._._._. PLATE -.{fir-.. ................... EL 107'-5 1/8' F---------------- i ------------------- --I -------------------------------------------------- - = I--------- -- _ _ I _ RE -USE EXIST, EXISTING PORCH - _ - EXT. PENDANT ) �' r-v� N S L T A N T RO❑F, COLUMNS LIGHTING { �{ & BEAMS BEYOND - - EXISTINGPORCH r EXIST N DECK BEYOND ARCHITECT 265 265 ------------------------------------ -------------- — ---- -- - ------------------------------------ - --- ---------------------------- C - _ r_ - --- -_ _ __- _ {�� I�� WILLIS PEMBER ARCHITECTS, INC --- �__ _ i j r— MAIN LEVEL FLOOR --------------- -- - - --- 2972 L:� L�I�-- EL. 100'-0„ 412 N. MILL ST, ____------___- I --------------------_____ ASPEN, CO -- _ _ _ �__�-��:-�-�-�-�---_-�-_--_-.-__-_-._-�.-.._.-_-_-,_-�-_-_-:_,-_-_�-._._._._._._._ _-------------_----- MBR LEVEL FLOOR CONTACT: 4AiILLISPEMBER -- -- EL� 99-4 1/2" tai LIGHTING L N ( ) NEW WINDOW & TRIM NEW DOOR & TRIM i TYP, PAINTED COLUMNS, V 970 920 1727 PAINTED FALSE 2 BRACKETS & BEAMS COLUMN (TYP) TO MATCH EXIST) T❑ MATCH EXIST,? B TO MATCH EXISTING FOUNDATION I FIN, GRADE (TYP) � + 7 FIXTURETYP STRUCTURAL ENGINEER -SEE STRUCT, �-- ------_---_ - Y FAINTED LRP SIDING IS NOT APPROVED WITH ~fig PERMIT SK PEIGHTAL ENGINEERS LTD EXISTING ENTRY TO MATCH EXISTING CTYP) ----____.__ __________________�______________._.___� � STEPS & PORCH L---------------� NEW DECK & TRIM 298 PARK AVENUE #301 BEYOND --- --_--- - TO MATCH EXISTING BASALT, CO 81621 C❑NC, PIER CONTACTS STEVE PEIGHTAL, PE -SEE STRUCTURAL (V)70. 27. 510 m RSURVEYOR A WEST ELEVATION�� � ��� v ;� d�=; LINES IN SPACE 67 GLENWOOD AVE, FSC �I;UANC CARBONDALE, CO CONTACT: MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER NA �J' f,I SOILS ENGINEER PROPOSED i EXISTING elect u,rubirag HP EO -TECH rq � Ap „ a work'. 5020 COUNTY RD. 154 ADDITION RESIDENCE GLENWOOD SPRINGS, CO 81601 ----------------- __7 - ��� CONTACT: DAN HARDIN (V) 970,945,7988 2) 3 MECHANICAL CONSULTANT 4' EXIST. CHIMNEY I 0 (fi _ �' 1(�� + TO REMAIN \j /' I # ��-�\ I li {I ' NA NEW PTD, WOOD + i ;L ' i { j NEW PAINTED FASCIA TO --- �i { =� GENERAL CONTRACTOR + SCALLOPED MATCH EXIST, SHINGLES T❑ MATCH EXIST. _ A� I HARRIMAN CONSTRUCTION RE -USE EXISTING (�� �I EXISTING ROOF 280 EAST CORY LANE EXTERIOR PENDANT LIGHTING f�� '� ( �� V { ' \� ( I i (! ;I BEYOND BASALT, CO 81621 METAL ROOFING - -- .............. - r— - ... h.-_ CONTACTS $4ELHHA iMAN T❑ MATCH EX, �. { ---- i � �.ti �>ti ' _ ,` �_:" - ........... FASCIA TO MATCH EXIST, NEW PAINTED W❑OD PLATE_._._. _._._._._.__.__._._._._. E ce E b EL. 109'-1" - .�_ � PLATE -..._._----- h / . . � ( � � i I j i � �, (i, �� � 'i i � II - ! j - � � � __ L— �,is a „ 2116 - 8$96 X816 2116 I I ---_-------- ------------ TYP, PAINTED COLUMNS, BRACKETS & BEAMS TO MATCH EXISTING r - i-, :1 �---�f PAINTED LAP SIDING\����J+ TO MATCH EXISTING (TYP) PAINTED CORNER TRIM ` (-- 2ss6 ---------TO MATCH EXISTING (TYP) � � I 17 MAIN LEVELFLOOR i 11 _ „ - - _- �Jl ---I _EL^ 1D0_.0._._._._._._.._._._._._._._. ._._._._._._._.__ _. _._._. 29'2 5472_ 2972 _ - { � r I ISSUE: - (� , EXISTING PORCH {IE ROOF, COLUMNS PROGRESS: 2.20.15, 2.23.15, Oil in & BEAMS BEYOND DD 33%:3.2.15 - I I li EXISTING PORCH DD 100°%u: 3..15 DECK BEYOND ------------------------ CD 50%: 3.24.15 CD 55%: 4.1.15, 4.14.15 ° p -- CD 100%: 4.24.15 PERMIT: 5.1.15 MAY i EL, 99'-4 1/2" \` I L/ BID: FINISHED GRADE ' + W D❑W, TRIM ,„,�1-. D❑❑R & TRIM �� I CONSTRUCTION: & SHUTTERS TO MATCf�` I T I TO MATCH EXIST.) NEW DECK & TRIM i i TO MATCH EXISTING FOUNDATION STONE PATI❑ ANNITINN SEE STRUCT,---________________--------___- CONC. PIER �________________________�-___-_- _ i L -SEE STRUCTURAL — — -----------------------------------------------------� ELEVATINS PROJECT # 1502 FILENAME: 0502 A3.1 (�B� SEUTH ELEVATION A3,1 1/4" = 1`-0" A301 -------- ---- ----- ------- ................ ------------- E L, 10 9' (V) 561.714.3350 L -i L PLATE EL� 107'-5 1/8" ---------- ---------- --------- - ........... ........... . . ..... TYP, PAINTED COLUMNS, C 0 N S U L T A N T S ---- ------ BRACKETS & BEAMS TO MATCH EXISTING ----------- E_� A CA PAINTED LAP SIDING TO MATCH EXISTING (TYP) ---------- LUL ARCHITECT -PAINTED CORNER TRIM j F, ILL, --------- Ll WILLIS PEMBER ARCHITECTS, INC TO MATCH EXISTING (TYP) A4 � : MAIN LEVEL FLOOR 412 N. MILL ST. ----------------------------------------------------- EL 100'-0" ---------------- I-.-.-,-,- ASPEN, CO ------- -------_------- ......... ------------------- MBR LEVEL FLOOR CONTACT: WILLIS PEMBER REMOVE EXISTING FALSE COLUMN TRIM ..... EL� 99'-4 112' (V) 970 920 1727 NEW WINDOW, PORCH COLUMN REMOVE EXISTING & SHUTTERS STRUCTURAL ENGINEER PORCH & DECK EXISTING ENTRY TO MATCH EXIST.> FINISHED GRADE SK PEIGHTAL ENGINEERS LTD PORCH TO REAMAIN 298 PARK AVENUE #301 - -- ---------------- BASALTCO 81621 FOUNDATION -SEE STRUCT, CONTACT: STEVE PEIGHTAL, PE NORTH ELEVATION (V) 970.927.9510 �A3� 2) 1/4 1 /-0// SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (Y) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER NA ucfl' SOILS ENGINEER HP GEO-TECH Ab 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 EXTERIOR LIG"NG LOCATION MECHANICAL CONSULTANT & NA FIXTURE TYPE IS NOT APPROVED WITH THIS PERMIT GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE FOR 61 Y I BASALT, CO 81621 CONTACT: BILL HARRIMAN v tF��C, J 1, lurl%,& (V) 970. of oto A, CID Iss 'ROGRFS- - 5, DD 33%: 3.2.15 DD 100%: 3.9.15 CD 50%: 3.24.15 (t ur�ity �L" (L u, (D 5 5 %: 4.1.15, 4.14.1 S, 1 "K 1`4 (D 100%: 4.24.15 M, AY Q Z 0 1 PERMIT: 5.1.15 BID: CONSTRUCTION: U, AINITION ELEVATONS PROJECT # 1502 FILENAME: 0502 -All A3m2 ----- ---------- --- --- _r 7 7 1 -r T_ _7 T 7 7 IP L 7 ----------- -------- ---- ----- ------- ................ ------------- E L, 10 9' (V) 561.714.3350 L -i L PLATE EL� 107'-5 1/8" ---------- ---------- --------- - ........... ........... . . ..... TYP, PAINTED COLUMNS, C 0 N S U L T A N T S ---- ------ BRACKETS & BEAMS TO MATCH EXISTING ----------- E_� A CA PAINTED LAP SIDING TO MATCH EXISTING (TYP) ---------- LUL ARCHITECT -PAINTED CORNER TRIM j F, ILL, --------- Ll WILLIS PEMBER ARCHITECTS, INC TO MATCH EXISTING (TYP) A4 � : MAIN LEVEL FLOOR 412 N. MILL ST. ----------------------------------------------------- EL 100'-0" ---------------- I-.-.-,-,- ASPEN, CO ------- -------_------- ......... ------------------- MBR LEVEL FLOOR CONTACT: WILLIS PEMBER REMOVE EXISTING FALSE COLUMN TRIM ..... EL� 99'-4 112' (V) 970 920 1727 NEW WINDOW, PORCH COLUMN REMOVE EXISTING & SHUTTERS STRUCTURAL ENGINEER PORCH & DECK EXISTING ENTRY TO MATCH EXIST.> FINISHED GRADE SK PEIGHTAL ENGINEERS LTD PORCH TO REAMAIN 298 PARK AVENUE #301 - -- ---------------- BASALTCO 81621 FOUNDATION -SEE STRUCT, CONTACT: STEVE PEIGHTAL, PE NORTH ELEVATION (V) 970.927.9510 �A3� 2) 1/4 1 /-0// SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (Y) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER NA ucfl' SOILS ENGINEER HP GEO-TECH Ab 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 EXTERIOR LIG"NG LOCATION MECHANICAL CONSULTANT & NA FIXTURE TYPE IS NOT APPROVED WITH THIS PERMIT GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE FOR 61 Y I BASALT, CO 81621 CONTACT: BILL HARRIMAN v tF��C, J 1, lurl%,& (V) 970. of oto A, CID Iss 'ROGRFS- - 5, DD 33%: 3.2.15 DD 100%: 3.9.15 CD 50%: 3.24.15 (t ur�ity �L" (L u, (D 5 5 %: 4.1.15, 4.14.1 S, 1 "K 1`4 (D 100%: 4.24.15 M, AY Q Z 0 1 PERMIT: 5.1.15 BID: CONSTRUCTION: U, AINITION ELEVATONS PROJECT # 1502 FILENAME: 0502 -All A3m2 �-uxmLK /Kin `',r/ STAINED JAMB & SILL TRIM i �. 21016 21046 21046 21046 � CONC.APRON SLAB ---`. ��� PROPOSED EXISTING ADDITION_, RESIDENCE` _._._._._._._._._._._._._._._.__ with Section M1601.5, if under -floor space is ,used as a plenum. M'l& )Y-, I GRID 00352015 INSULATION SHALL BE INSTALLED PER 3-,3-'l- 4 4 51- 5- 12 2 8 MANUFACTURER'S PRE -FINISHED STANDING INSTRUCTIONS SEAM METAL ROOFING 00362010� ---- - --- - -------------- 17.4* --- 3/4" WOOD FLOORING SIDING -SEE ELEVATIONS RESIDENCE: TO MATCH EXISTING ROOF HIGH TEMPERATURE Lal, --- ---- ... ... LIGHTWEIGHT CONCRETE i i i j CEDAR TO MATCH EXISTING I WATERPROOF MEMBRANE TOPPING SLAB W. 2x2 SLEEPERS @ 16" O.C. I I j GARAGE: lxlO CEDAR OVER �g UNDERLAYMr -j"! TA 1x4 REVERSE BD.& BATTEN I Lnioo --------- 5/8" EXTERIOR PLYWOOD SHEATHING cmo iniac . . . . . . . . . . . . 77-Z; 67.5*II RADIANT HEATING ii 5/8" GYP. BOARD 8" MIN. THICKNESS X FOAM INSULATION n5 HARRIMAN RESIDENCE ------ r' -loo 3/4" T&C PLYWOOD _Nt ! 2x6 FRAMING @16" O.C. I _* SUBFLOOR, GLUE & NAIL I R-22 FOIL FACED BATT INSULATION I _T' SPRAY FOAM TI 10 N 4.5" THIICK�M R-2925 noo ROOF FRAMING -SEE STRUCTURAL 0321 SOPRIS CREEK ROAD EMMA, CO 81621 W. FOIL FACE UP ------ 11/2" PLYWOOD SHEATHING 5/8" GYP. BOARD OR ------ BEAD BOARD CEILING PARCEL ID # 264513200016 68* 30* 17.4* --------------- INT. ITEMP DEW POINT EXT. TEMP FLOOR FRAMING AIR INFILTRATION BARRIER 4x STAINED WOOD FALSE BEAMS -SEE SECTION -SEE STRUCTURAL 0 W N E R S 70* 50* 30* 10* I INSULATION SHALL BE INSTALLED PER R ASSEMBLY R-22�O 3LY R-29�25 INSTRUCTIONS MANUFACTURER'S R ASSEMBLY R-52.0 BILL AND LEELEE HARRIMAN --- �POINT �CALCULATION 0321 SOPRIS CREEK ROAD ADDITION AIN ROOF DEW R2� FLOOR SYSTEM TYPICAL FRAMED FLOOR SYSTEM �-TY�PICALEX�TERIORWALL.... ROOF -ADDITION MAIN BASALT, CO 81621 F. 1 CONTACT: BILL HARRIMAN 1/2" V-0" <O>W�AL /2 _O� OR _SYSTEM _ROOF 1 1/2 (V) 561.714.3350 GRID INSULATION SHALL BE INSTALLED PER C 0 N S U L T A N T S 4" CONCRETE FLOOR SLAB W. REINFORCING 2 MANUFACTURER'S INSTRUCTIONS PRE -FINISHED STANDING PER STRUCTURAL -------- SEAM METAL ROOFING i itTO MATCH EXISTING ROOF ARCHITECT HIGH TEMPERATURE WATERPROOF MEMBRANE UNDERLAYMENT opoA WILLIS PEMBER ARCHITECTS, INC 17.4* T RIGID FOAM INSULATION 412 N. MILL ST. ------- 17.-5-6*t T (R-5 = 7.5) --- ROOF FRAMING ASPEN CO ELECTRIC RADIANT HEATING CONTACT: WILLIS PEMBER RIGID FOAM INSULATION ... I vk_ ...- 5/8" EXTERIOR _- , k, PLYWOOD SHEATHING (V) 970 920 1727 - —moiBOARD (R-5 = R-10) A= 8"CONCRETE FOUNDATION WALL -SEE STRUCTURAL 8" MIN. THICKNE�n 'XXI xxxxxxxxxxxx>�_\=X>o CONT. 6 MIL. POLY VAPOR BARRIER )c?uC - --- RIGID INSULATION & FOAM INSU LATIO STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 67.5* % MEMBRANE WATERPROOFING GRAVEL FILL R (NAGE MAT R - =5� 5 298 PARK AVENUE #301 BASALT, CO 81621 B CEILING FRAMING 68* 30* 17.4* INT. TEMP DEW --POINT EXT.JTEMP UNDISTURBED EARTH WASHED ROCK FILL -SEE SECTIONS -SEE STRUCTURAL 5/8" GYP. BOARD CEILING CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 - ----- SURVEYOR 70* 50* 30* 10* # v LINES IN SPACE R ASSEMBLY R-10�O R ASSEMBLY R-15 67 GLENWOOD A CARBONDALE, CO GARAGE ROOF DEW POINT CALCULATION SYSTEM SLAB ON WALL SYSTEM C�RAW�LSPA�CEW�ALL...... 0 F SYSTEM INSULATED PORCH ROOF CONTACT: MARGE PALMER R. 3 O.FL?R (V) (970) 963-3852 1 1/2" V-0" _TYPICAL _GRADE _0, /2 /2 _CTEM� 1 = 1� __q J�V�EM� 01R 1/2 GRID LANDSCAPE ARCHITECT NA INSULATION SHALL BE INSTALLED PER 12". 8" 12 MANUFACTURER'S INSTRUCTIONS CIVIL ENGINEER RIGID FOAM INSULATION NA ----------- ,!l- (R-5 = 7.5) PRE -FINISHED STANDING SEAM METAL ROOFING 8"CONCRETE FOUNDATION TO MATCH EXISTING ROOF SOILS ENGINEER WALL -SEE STRUCTURAL HIGH TEMPERATURE HP GE® -TECH UNDERLAYMENT 5020 COUNTY RD. 154 Lnil GLENWOOD SPRINGS, CO 81601 ---------- RME CONTACT: DAN HARDIN (V) 970.945.7988 4=1 5/8" EXTERIOR PLYWOOD SHEATHING MECHANICAL CONSULTANT i NA 'A DAMPROOFING EACH SIDE ---------- ROOF TRUSSES -SEE STRUCTURAL GENERAL CONTRACTOR _ -_ _j FULL THICKNESS S FOAM INSULATIO HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACT: BILL HARRIMAN WASHED ROCK FILL (V) 970 - 4 R ASSEMBLY = R-15 -SEE SECTIONS R ASSEMBLY = R-47.0 co WALL SYSTEM FOUNDATION WALL W.3= 0 F SYSTEM GARAGE ROOF 0. , 1�1 1 1/2" l' -O" _ OR _ , O'� 1/2" 1'-0" ell ISSUE. �15,� PROGRESS: 2.20:15; f 15�J/12.15 PRE -FINISHED STANDING SEAM METAL ROOFING TO MATCH EXISTING ROOF DD 50%:4.9.15 CD 100%: 4.24.15 PERMIT: 5.1.15 NIGH TEMPERATURE BID: WATERPROOF MEMBRANE UNDERLAYMENT Lee 0 f,7 A CONSTRUCTION: MAY 0 5 20 U')100 Lo 5/8" EXTERIOR ...... 11/2 727 777727 77 PLYWOOD SHEATHING CunnuSTRUCTIN TWO ROOF FRAMING -SEE STRUCTURAL PROJECT # 1502 3/4" WOOD BEAD BOARD SOFFIT TO MATCH EXISTING FILENAME: 0502-A3.1 A60 1 ROOF SYSTEM - E X TE R I OR PORCH C�HR ROOF 1/2R 1_0' )Y-, I fin q bi X_ ROOF SYSTEM RA ROOF SYSTEM RA 00352015' GRID 6x16 RIDGE BEAM GRID —SEE STRUCTURAL 4 .1-4'— SEE ROOF ROOF SYSTEM R.1 PLAN — - — - — - 0036201 SEE ROOF PLAN 1x8 CEDAR FASCIA TO MATCH EXISTING PRE—FINISHED SM. FLASHING TO MATCH ROOFING W. DRIP EDGE PRE—FINISHED SM. - ----------- FLASHING TO MATCH RFGW. DRIP EDGE 1x8 CEDAR FASCIA TO MATCH EXISTING —7 3/4" WOOD SOFFIT TO MATCH EXISTING HARRIMAN RESIDENCE �17 C CONTINUOUS INSULATION 0321 SOPRIS CREEK ROAD EMMACO 81621 , 3/4" WOOD SOFFIT TO MATCH EXISTING t_27/ F1 WALL SYSTEM W.1 SIDING —SEE ELEVATIONS PARCEL ID # 264513200016 rk PLATE '5 Lo wi: --/SEE SECTION 0 W N E R S SIDING —SEE ELEVATIONS 12"11 52ll 2_ 2 4x4 STAINED FIR FALSE FURRING FOR SHADE POCKET -------- WALL SYSTEM WA BEAMS —SEE SECTIONS V 1 11 1 5 51,>2521 ill 84�_ 5111 8 51" _2 24 31, STAINED FIR BEAM TRIM BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD TYPICAL GARAGE EAVEL 5 MASTER BEDROOM RIDGE TYPICAL EAVE @ RAKE WALL BASALT, CO 81621 CONTACT: BILL HARRIMAN 1 1/2" = V-0" �.2 1 1/2" = V-0" A6.3)1 1/2" = V-0" (V) 561.714.3350 GRID RUN UNDEAYMENT UP WALLRL16" MIN. GRID GRID SEE SECTION 23" 23" 4 4 ROOF SYSTEM R.3 WALL TO ROOF ill 5 . 1" FLASHING TO 2 2 . . . . . . . . . . . . . MATCH ROOFING ill 2 WALL SYSTEM WA 51, 31, 41" 5" 51" ill 8 8 2 SIDING —SEE ELEVATIONS C 0 N S U LTA N T S PRE—FINISHED SM. I i I FALSE BEAM BEYOND FLASHING TO MATCH —SEE SECTION ROOFING W. DRIP EDGE SEE ROOF WALL SYSTEM W.1 ARCHITECT PLAN ROOF SYSTEM R.2 j:_ WILLIS PEMBER ARCHITECTS, INC INSULATED HEADER "7 —SEE STRUCTURAL 412 N. MILL ST. A BEAM CAULK & SHIM (TYP.) 'j- ASPEN, CO VSEE SECTION CONTACT: WILLIS PEMBER ('p T.O. BEAM/PLATE '07SEE WOOD BEAM —SEE STRUCT, (V) 970 5201727 SECTION MOULD CURTAIN POCKETT STRUCTURAL ENGINEER 6x8 PORCH BEAM TO 3/4" PLYWOOD PLATFORM PAINTED WOOD JAMB EXTENSION SK PEIGHTAL ENGINEERS LTD MATCH EXISTINGCEILING —SEE PLAN FOR LOCATION FRAMING TO MATCH EXIST, WINDOW UNIT —SEE SCHEDULE 298 PARK AVENUE #301 PAINTED WOOD BASALT, CID 81621 PAINTED WOOD COLUMNS & BRACES TO MATCH EXIST.l iii' ill i SILL & SKIRT Toa MATCH EXISTING CONTACT: STEVE PEIGHTAL, PE PAINTED WD, SOFFIT (V) 970.927.9510 TO MATCH EXISTING in 1x8 CEDAR FASCIA TO MATCH EXISTING _,j�B.O. FRAMING SEE SECTION SURVEYOR Lnico CAULK & SHIM LINES IN SPACE 2 " 1 54I I 1 !1 5/8" GYP. BOARD DOOR UNIT —SEE SCHEID. 67 GLENWOOD AVE CARBONDALE, CO 10 TYPICAL PORCH EAVE 5 MASTER BEDROOM RIDGE 2 TRANSOM WINDOW & SHADE POCKET CONTACT: MARGE PALMER (V) ( 7 ) 963-3852 �AI5.21 1/2" = V-0"\�.2 1 1/2" = 1'-0" A6.2 1 1/2" = 1'-0" PRE—FINISHED CONT. GRID GRID GRID LANDSCAPE ARCHITECT NA 24 GA. SM, FLASHING RUNEREOSLABVER INSUL.DOES 4> 3,, —52 WH 2 1,, 51, 8 SEE SECTION 23 31, ROOF SYSTEM R.2 4 611, ill DOOR UNIT —SEE SCHEID. CIVIL ENGINEER NOT EXIST. - I - 1 1. WALL SYSTEM WA — I I PRE—FINISHED SM. THRESHOLD —SET !N SEALANT NA CONC. PORCH SLAB ANCHOR BOLT —SEE STRUCT. FLASHING TO MATCH ROOFING W. DRIP EDGE SOILS ENGINEER GRAVEL FILL ANCHOR BOLT —SEE S, TRUCT, 1/2" EXPANSION JOINT (TYP.) SEE ROOF PLAN FLOOR SYSTEM F.1 HP GEO-TECH FLOOR SYSTEM F.2 CONT. PRE—FIN. SM FLASHING 5020 COUNTY RD. 154 WALL SYSTEM W.2 STONE PATIO —SEE PLAN GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN T.O. SLAB OSEE SECTION _O -FIN. FLOOR SEE SECTION (V) 970.945.7988 T.O. BEAM/PLAT E 0�SEE SECTION MECHANICAL CONSULTANT LZ NA A-\cil 6x8 PORCH BEAM TO MATCH EXISTING ty WALL SYSTEM W.3 —SEE PLAN FOR LOCATION WALL SYSTEM WA GENERAL CONTRACTOR HARRIMAN CONSTRUCTION T 280 EAST CODY LANE S:70 PAINTED WD, SOFFIT TO MATCH EXISTING 1x8 CEDAR FASCIA I u ill"'� BASALT, CO 81621 CONTACT: RRIMAN (�5 TO MATCH EXISTING 41 (V) 9 2�52 g„-12,> 1 15,, —V 8 2 " 2 co LLIS 0 11 GARAGE FLOOR SILL(/�7TYPICAL LOW PITCH ROOF EAVE (3"� MASTER BEDROOM DOOR SILL A V, A6.2)i 1/2" = V-0" A6.2 1 1/2" = V-0" A6.2 1 1/2" = V-0" A GRID GRID ROOF SYSTEM R.1 GRID ISSUE: GRAVEL FILL8" 12"521" i 6 MIL, POLY 8" 2ll BAR. PROGRESS: 2.20, 5, 2.23.15, 3. 2.15 . . . . . . . 4VAPOR CONT., LAP DD 50%:4.9.15 v 6" MIN. CD 70%: 4.14.15 CD 100% 4.24.15 Z4 TX Jb WALL SYSTEM W.3 _71' WALL SYSTEM W.2 PERMIT: 5.1.15 GRAVEL FILL 1z' GRAVEL FILL BID:lvi "\y CONT, LOW PROFILE LED CONC, FOOTING (ONSTRUCTION: "v CONC. FOOTING —SEE STRUCTURAL UP—LIGHTING STRIP 4x4 STAINED FIR FALSE —SEE STRUCTURAL 00 BEAMS —SEE SECTIONS4" DIA. PERFORATED PERIMETER DRAIN; RUN j&_PLATE TO DAYLIGHT OR DRYWELL PER SOILS REPORT TUM _._ '9 -SEE SECTION 00 1,4 DHAU 4 1 y PROJECT # 1502 FILENAME: 0502—A3.1 CONT. STAINED WD. BEAM W. RECESS TO CONCEAL LIGHTING --- ---- -T-7 iiij 4" DIA.PERF. T UNDISTURBED SOIL ROOF SYSTEM R.2 INTERIOR WALL PERIMETER DRAIN; RUN TO DAYLIGHT 5 7l, UNDISTURBED SOIL OR DRYWELL PER SEE STRUCTURAL — 52 5" 8" 5 SOILS REPORT - — - — - . . . . . . . A6m2 2 FOOTING @ SLAB ON GRADE 8 MASTER BEDROOM BEAM & UP—LIGHTING 4 FOOTING @ CRAWLSPACE 2 1 1/2" = V-0" ��J.2 1 1/2" = 11-0" A6.2 1 1/2" = 1'-0" X_ V v-, � i�� z �° � INDICATED. 5K PE161-ITAL ENGINEERS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH AR15E FROM FAILURE TO FOLLOA THESE PLANS AND THE DE516N INTENT THEY CONVEY, OR FOR PROBLEMS AHICH AR15E FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOA GUIDANCE OF S.K. FEIC;HTAL ENC71NEER5 AITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBI6UITIE5, OR CONFLICTS WHICH ARE ALLE6ED. THESE MAY065 ARE TO BE USED V41TH THE ARCHITECTURAL MAAINC6 ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR CONSTRUCTION. MERE CONFLICTS OCCUR, CONTACT ARCHITECT FOR CLARIFICATION. K� 25777 5-4-15 %W- / -7 Z &-4 o P oE— S K PEIGHTAL ENGINEERS 298 PARK AVENUE UNIT 301 BASALT, COLORADO 81621 PHONE: (970) 927-9510 HARK I MIAN RE510ENCZ- 0321 50PRI5 GREEK RD EMMA,OCLORADO 155UF-: 03/20/15 PRO&RE55 05/01/15 PERMIT 05/04/15 REV. PERMIT ttt MAY 0115 2015 IJOR# 5HEET: - - - - -------------------- FLOOR FRAMIN6 PLAN NOTE5 1. 0 OR 0 INDICATES COLUMN BELOW :2. ■ OR INDICATES COLUMN ABOVE 3. ;;r INDICATES J015T BEARING 4, G- INDICATES JOIST HANGING 5. INDICATES MOMENT CONNECTION 6. INDICATES SURFACE PLANE STEP IN ELEV. T. INDICATES BUILDING ELEVATION 8. SHEAR INDICATES 1/2"' PLYWOOD SHEAR PANELS l[XI-xxllll FOR EXTENT INDICATED. PROVIDE NAILING AS NOTED IN GENERAL NOTES. 11. [XXX -XX"] INDICATES TOP OF BEAM ELEVATION 10. INDICATES OVERFRAMINI57 11, ALL 5U8 -FLOORS To BE 3/4" T 4 67 PLYWOOD CLU -NAILED WITH NAILING AS NOTED IN GENERAL NOTES. 12. ALL COLUMNS SHALL 13E 2- 2x6 UNLE-55 NOTED OTHERWISE 15. ALL HEADERS UNLESS NOTED OTHERWISE SHALL BE 5- 2xI0 OR 2-411/2" VL WITH 2" RIGID INSULATION. COORDINATE WITH ARCHITECT. NO INSULATION AT INTERIOR WALLS. 14. 00 NOT 50ALE DRAWINGS. CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR M155IN6 DIMENSIONS. NOTE: SEE ARCH. FOR ALL DIMENSIONS 4 ELEVATIONS NOT INDICATED. S.K. PE16HTAL ENGINEERS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH AR15E FROM FAILURE TO FOLLOW THESE PLANS AND THE DE51r.7N INTENT THEY CONVEY, OR FOR PROBLEMS WHICH AR15E FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW GUIDANCE OF 5.K. FEIC7HTAL ENGINEERS WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES, OR CONFLICTS WHICH ARE ALLEGED. THESE PRAAINC75 ARE TO BE USED WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENT5 FOR CONSTRUCTION. WHERE CONFLICTS OCCUR, CONTACT ARCHITECT FOR CLARIFICATION.1 ROOF FRAMINC-7 PLAN NOTE5 0 OR 0 INDICATES COLUMN BELGA 2. ;o -r INDICATES RAFTER BEARING 5. C INDICATES RAFTER HANGING 4. INDICATES MOMENT CONNECTION 5. INDICATES ROOF PITCH BREAK 15HEAR v-Xx"i INDICATES I/2" PLYWOOD SHEAR PANELS I I FOR EXTENT INDICATED. PROVIDE NAILING Id^-rt:e_ 1. [XXX' -XX"] INDICATES TOP OF BEAM ELEVATION 8. INDICATES OVERFRAMIM 11. ALL COLUMNS SHALL BE 2- 2x6 UNLESS NOTED OTHERA15E 10. ALL HEADERS UNLESS NOTED OTHERWISE SHALL BE 5- 2xI0 OR 2-q 1/2" VL WITH 2" RIGID INSULATION. COORDINATE AITH ARCHITECT. NO INSULATION AT INTERIOR HALLS. 11. ALL SLOPED ROOF SHEATHING TO BE 5/8" WX PLYWOOD AITH NAILING A5 NOTED IN GENERAL NOTES. 12. ALL LEVEL ROOF SHEATHING TO BE 3/4" CDX PLYWOOD AITH NAILING A5 NOTED IN GENERAL NOTES. 15. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MIS51146 DIMENSIONS. NOTE: SEE ARCH. FOR ALL DIMENSIONS t ELEVATIONS NOT INDICATED, 5.K. PEIGHTAL ENGINEERS WAIVES ANY AND ALL RE5PON51BILITY AND LIABILITY FOR PROBLEMS WHICH AR15E FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS AHICH ARISE FROM OTHERS' FAILURE TO OBTAIN ANP/OR FOLLOW GUIDANCE OF S.K. PE16HTAL EN67INEER5 AITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES, OR CONFLICTS WHICH ARE ALLEGED. THESE DRAY41N(55 ARE TO BE USED WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR CONSTRUCTION. MERE CONFLICTS OCCUR, CONTACT ARCHITECT FOR CLARIFICATION.1 S,K*P E S K PEIGHTAL ENGINEERS 298 PARK AVENUE UNIT 301 1 BASALT, COLORADO 81621 PHONE: (970) 927-9510 HARRIMAN RESIDENCE 0521 50PRI5 GREEK RD EMMA, OOLORAZ)o 05/01/15 PERMIT 5HF-ET, S2*2 00 2x DECKING 14x4 HT COLUMN VV PER ARCH WOOD BEAM GENERAL NOTES PRESSURE TREATED LUMBER (HEM -FIR NO. 2 OR BETTER) J. COORDINATE ALL OPENIN65 THROUGH FLOORS, HALLS, AND ROOFS WITH THE 0 A54 CLIP TWO 51DE-5 SEE PLAN HARRIMAN RESIDENCE Fb = 850 P51 (xI.15 REP) Fv = 150 P51 E = 1500000 P51 MECHANICAL AND ELEGTRIGAL CONTRACTORS. BUILDER TO NOTIFY T. DECK— 23 APRIL 2015 STRUCTURAL ENGINEER RE6ARDIN6 SIZE AND LOCATION OF ANY PENETRATION SIMP50N BASE ABU46 \-r5EE- PLAN HEAVY TIMBER FRAMING (DOUGLAS FIR NO. I THROUGH STRUCTURAL SYSTEMS. NO PENETRATION SHALL BE PERFOMRFD K/ 5/51, EPDXY BOLT A. DE516N LIVE LOADS Fb = 1350 P51 Fv = 110 P51 E = 1600000 P51 PRIOR TO STRUCTURAL ENC7NEER5 REVIEW. .0 EMBED 611 I. 5NON T. FIER 2. RE51DENTIAL ��f p TIMBER5TRANP STUDS (A5 MANUFAGTURED BY THE TRU5JO15T K, DO NOT BACKFILL A6AIN5T HALLS UNTIL FLOOR AND ROOF SYSTEMS \-r5EE PLM P.T. BEAM 3. HIND: BA51G HIND SPEED 510 mph CORPORATION OF BOISE, IDAHO) BRACING TH05E HALLS ARE IN PLACE. SEE PLAN. RIM BEAM d i — , E]�� I � i EXP05URE 6 4. SEISMIC CATEGORY Fv (STUD) = 400 P51 Fv (PLATE) = 150 P51 Fb 1100 P51 L. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED SEE PLAN 0 SPIKE ADDITIONAL Fcpar = 1400 P51 Fcperp = 300 P51 E 1300000 P51 CONSTRUCTION. LOAD SHALL NOT EXCEED THE DE516N LIVE LOAD PEP, UPSIDE-DOWN 11/2" T'.. 1/2" #5 TIE @ TOP 0 2x TO BEAM 51DE B. DE516N GOPE5 FINGER -JOINTED STUDS MAY BE USED IN NON-STRUGTURAL APPLICATIONS SQUARE FOOT. HANGER SEE PLAN CLk CLR FULLHEIGHT 1. INTERNATIONAL RESIDENTIAL CODE (200q) PROVIDED OE516N VALUES AS L15TED FOR OL16HT FRAMING5TUD5A ABOVE 10"o CONCRETE i 2. AGI BUILDING CODE (AGI 30-05) ARE ACHIEVED. SIZES 5HOHN FOR STRUCTURAL V400D FRAMING ARE NOMINAL M. PROVIDE AN L5TA STRAP AT ALL 015GONTINUOU5 HALL PLATES. EXTEND 5- #4 DOWELS x I PIER.5EE PLAN. 3. AITC, TIMBER GON5TRUGTI0N MANUAL (4th EDITION) SIZES. PROVIDE 50LID 131-06KINC7 BETWEEN ALL JOISTS AND RAFTERS AT STRAP A MINIMUM OF 12" BEYOND INTERRUPTION, EACH SIDE. ANOMALIES MAY FULL HT _j SEE PLAN FOR PLYWOOD FILLERS �xl ely*,-LEVEL/SLOPED G. 5PEGIAL INSPECTION SUPPORTS AND MINIMUM I X 4 CR.055-BRIPCAN67 AT NOT MORE THAN bi-O" O.C. INCLUDE: STEEL COLUMNS, MEGHANIGAL PENETRATIONS, CORNERS, PLATE TRANSITION, HEAVY TIMBER 5AGK5PAN5, ETC. (oil FTC, 6 REINF, IF REQUIRED BETWEEN 5UPPORT5 EXCEPT AS OTHERWISE NOTED, PROVIDE BRIDGING AT 5PE( IAL INSPECTION REQUIREMENTS LISTED HEREIN ARE BASED ON THAT NOT MORE THAN 6-0" O.G. FOR STUD HALLS, NOT COVERED BY SHEATHING OR REQUIRED BY CHAPTER 11 OF THE 200q INTERNATIONAL BUILPIN6 GORE. THE HALL GOVERIN65 MEETINGMINIMUM REQUIREMENTS OF IBG TABLE 2304.6. N. THE CONTRACT STRUCTURAL DRAWINGS AND 5PEGIFIGATI0N5 REPRESENT T. FOOTING 4 SEE PLAN OWNER SHALL RETAIN THE "INDEPENDENT INSPECTORS' AS DEFINED BY THE 196, CONNECTORS 5HOHN ON THE PLANS ARE MANUFACTURED BY THE SIMPSON THE FINISHED STRUCTURE. THEY 00 NOT INDICATE THE METHOD OF BUILT-UP 2x AND T GOVERNING BUILDING OFFICIAL. THE REQUIREMENTS HEREIN ARE 1 COMPANY. CONNECTORS BY OTHER MANUFACTURERS SHALL BE DEEMED AS CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEA5URE5 NECE55ARY TO PROTECT THE STRUCTURE PURIN6 GON5TRUGTION. SUCH COLUMN SEE PLAN NTED PEP, 15G, AND MAY BE EXEMPTED OR MODIFIED BY THE BUILDING EQUIVALENT IF THEIR RATED CAPACITY 15 EQUAL TO OR GREATER THAN THAT OFFIGI OF THE ( ONNEGTOR SPECIFIED. FOLLON MANUFACTURERS RECOMMENDATIONS MEA5URE5 SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACIN6, 5HORIN6 FOR A FOR NAILS AND BOLTS. ALL NAILING NOT NOTED SHALL BE AGGORDIN6 To LOADS DUE To CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE CONCRETE TABLE 2304.q.1 OF THE INTERNATIONAL BUILPIN6 ( ODE. PROVIDE 5IMP50N SITE BY THE STRUCTURAL ENC71NEER SHALL NOT INCLUDE INSPECTION OF THE SEE PLAN co SPECIAL INSPECTION SHALL BE PROVIDED PER TABLE 11044 .. H25A TIE AT EACH ROOF RAFTER BEARING CONDITION, UNLE55 NOTED ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE RESPONSIBLE FOR THE OTHERH15E. WHEN PRESSURE TREATED OR HOLMANIZED MATERIAL 15 CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF SECTION FIER 4 FOOTING7 , 0 L EXCEPT: SPECIAL INSPECTION NOT REQUIRED FOR ISOLATED SPREAD FOOTINGS FOR 5TRUGTURE5 THREE STORIES OR LESS. CONCRETE MATERIAL 5PEGIFIEP, ALL FASTENERS AND GONNEGTOR5 SHALL BE EITHER HOT -DIP GON5TRUCTION, OR THE SAFETY PREGAUTION5 AND THE PROGRAMS INCIDENT THERETO. (Dj�j �EA �MA �T, �,O �,, Co 5AMPLIN6 SHALL STILL BE PERFORMED. GALVANIZED OR 5TAINLE55 STEEL. 112 15005 15005 PROVIDE DOUBLE J015T5 UNDER ALL PARTITION HALLS RUNNING PARALLEL TO EXCEPT: SPECIAL INSPECTION NOT REQUIRED FOR CONTINUOUS FOOTIN65 FOR JOI5T5 AND SOLID BLOGKIN6 UNDER PARTITION HALL5 RUNNIN6 BEARING HALL 5TRUGTURE-5 THREE STORIES OR LESS, AND WHERE DE516N 15 BASED ON PERPENDICULAR TO JOISTS, WITH THE FOLLOHINC, VARIATIONS: T. FLY 2x(o PER PLAN PLYWOOD 5HEATHIN(7 JJOISTS s HANGERS CONCRETE GOMPRE551VE 5TRENOTH OF 2500 P51 OR LESS, REC7AROLE55 OF ,d SEE PLAN SEE PLAN NOTES 15EE- PLAN THE COMPRESSIVE 5TREN6TH 5PEGIFIEP BY THE 5TRUGTURAL DOCUMENTS OR NON-EEARIN6 d&L5 PARALLEL OVER JOISTS: DOUBLE JOISTS MAY BE USED IN CONSTRUCTION. CONCRETE MATERIAL 5AMPLIN6 SHALL STILL BE SEPARATED (TO NOT MORE THAN THE J015T 5PAGIN6 INDICATED ON PLAN) To Ttt\ BEAM PERFORMED. ALLOW INSTALLATION OF PIPING AND VENTS, PROVIDED THE HALL DOES NOT --,d--\T. -K. PLAN EXCEPT: SPECIAL INSPECTION NOT REQUIRED FOR GONGRETE- 5LAE35 ON EXCEED 10 -FEET IN HEIGHT AND DOES NOT SUPPORT CEILING JOISTS. THESE DOUBLE J015T5 HAVE FULL DEPTH BLOGKIN6 BELOW ALL HALL JAME35. 51MPWN STRAP KALL DOUBLE TOP C7 NEAR SIDE. FAR PLATE (RAFTERS I- JOISTS HEADER MEMBERS PROVIDE DOUBLE I-JO15T SEE PLAN EXCEPT. SPECIAL INSPECTION NOT REQUIRED FOR EMBEDDED (GAST IN) NON-BEARING WALLS PERPENDICULAR OVER JOISTS: BLOCKING 15 REQUIRED M5TA15 A/ 12- lod NAILS NOT INDICATED) BLOCKING BETWEEN JOISTS. BETWEEN J015T5 BELOW ALL HALL JAMBS. BLOGKIN(5 BETWEEN JOISTS, ALON6 CONCRETE ANCHOR BOLTS, AS DE516N ALLOWABLE SERVICE LOADS HAVE NOT HALL ABOVE NOT REQUIRED FOR WALLS THAT DO NOT EXCEED 10 -FEET IN BUILT-UP GIRDER BEEN INGREA5ED PER SECTION 1,5111.5. HEIGHT AND DO NOT SUPPORT CEILING J015T5. WHERE BLOCKIN6 BELOW HALL 4 COL. SEE PLAN. SIMPSON ABU66 A/ 15 REQUIRED, BLOGKIN67 MAY BE OFFSET TO THE EDGE OF WALL TO ALLOW 2x8 x 24" 50AB 1/2"(P x 4" TITEN HD EXCEPT: SPECIAL INSPECTION NOT REQUIRED FOR EXPAN51ON AND 5GREN INSTALLATION OF PIPING AND VENTS. .0. ANCHORS IN HARDENED CONCRETE, AS DE516N ALLOWABLE SERVICE LOADS r SPIKE TO BOTH SIDES 1 SCREW ANCHOR ARE REDUCED CAPACITIES FOR "INSTALLATION WITHOUT SPECIAL INSPECTION" BEARING HALLS PARALLEL OVER JOISTS: PROVIDE SUPPORT BEAM AS CONTINUOUS FOOTING PROVIDED BY THE MANUFAGTURER, WIGATED ON 5TRUGTURAL PLANS. SEE PLAN, 4- #5 LON(71T 4 #5 TRANS @ 5211 O.G.NOTE: SPECIAL INSPECTION SHALL BE PROVIDED FOR EPDXY TYPE CONCRETE BEARING WALLS PERPENDICULAR OVER JOISTS. PROVIDE SUPPORT BEAM AS 5IMP5ONSTRAF BOTH EN05 OF HEADER ALONG LOWER TOP ,d --,T. FOOTING____ WSEE PLAN FASTENERS IN ACCORDANCE WITH MANUFACTURER5 RECOMMENDATIONS. INDICATED ON 5TRUGTURAL PLANS. 5 1/2" VL HEADER PLATE M5TA15 N 12- 10d NAILS A 4�T R1176E BEAM 5PEGIALTY 5Y5TEM5 PLYHOOP SEE PLAN SEE PLAN STRUCTURAL SYSTEMS AND SPECIALTY COMPONENTS SUBMITTED To THE FOR ROOFS, FLOOR5, AND SHEAR HALL 5HEATHIN6 SHALL BE APA GRADE PROJECT AS DE516NED BY ANOTHER LICENSED ENGINEER, SHALL BE INSPECTED TRADEMARKED TRADEMARKED CDX WITH EXTERIOR GLUE. LAY UP PLYWOOD WITH FACE M �7 IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LICENSED ENGINEER PERPENDICULAR TO SUPPORTS AND 5TA66ER JOINTS. ALL NAILING SEE PLAN FOR THAT COMPONENT. COMMON NAILS; RING 5HANKEP FOR ROOF AND FLOOR 5HEATHINC7. REFER TO TABLE BELOW FOR USE REQUIREMENT5: 2- 2x6 2x6 STUD P. FOUNDATION COLUMNq 11 HAI L 0 TIN6 @ 11OOD COL. SECTION RID&E BEAM BUILDIN6 FOUNDATION 5Y5TEM HAS BEEN PE516NED U51N6 AN ASSUMED MAXIMUM ALLOWABLE5011- BEARING PRE55URE OF 2000 P5F AND A PA551VE USE THICKIE55 5PAWINPEX E06E INTER 111101 1A1 IJJ= T" EQUIVALENT FLUID LATERAL EARTH PRE55URE OF 45 PCF. FOOTIN675 SHALL RATIO NAILING NAILING r.LEVATION-SHALLOri r7g-.AVt:R �/2 �IV- _v Isom FLAT ROOF 3/411 48/24 bd@61106 8d@12"OC I -�L — 0 BE PLACED ON UNDISTURBED 501L, SOILS ARE ASSUMED To BE UNIFORM, SLOPED ROOF 5/bl' 32116 bd@&"O6 bd@12"OG @ 11 =- 0m 15005 NON-EXPAN51VE, AND NON-GOMPRE551VE. THE OWNER SHALL RETAIN A 5011-5 FLOOR 3/4" T 4 C7 48124 ad@b"OG 8d@12"06 2x HALL CONT, 2x P.T. PLATE ENGINEER TO INSPECT THE BEARING SOILS EXPOSED DURING EXCAVATION To OYER T46 DEGK'6 1/2" PLYN'D 24/0 5d@4"OG 5dqB-!QG, E.H. SEE PLAN Iov 1/2"(P x 10" A. BOLTS VERIFY ASSUMPTIONS AND TO SUBMIT A WRITTEN REPORT. NO 6 FOOTINGS i " A I Nl i I'M - I SHEAR �IALL`---'----"rf bbv, @ 45" O.C. SHALL BE POURED UNTIL A VERBAL SUMMARY HAS BEEN 61VEN TO THE 1/2" ORIENTED 24/0 IOd@3"OC lod@12"OG I 12xIO RAFTERS 2- #5 CONT. STRUCTURAL ENGINEER BY THE SOILS EN61NEER. THE SOILS EN61NEER SHALL STRAND BC1Ai2D I SEE PLAN TOP 4 BOTTOM f T. PLYL AL50 BE CONSULTED BY THE OVINER IN RE6ARP5 TO POSSIBLE FOUNDATION T. HALL SEE PLAN 1� 'f DRAINAGE REQUIREMENTS AND ANY ADDITIONAL GON5TRUGTION REQUIREMENTS7 ALL ED:61E5 OF SHEAR HALL 5HEATHIN6 SHALL BE BLOCKED. ORIENTED SOLID 2x 5EE PLAN 0 AFFECTED BY SOILS. STRAND BOARD (055) 5HEATHIN6 MAY BE USED AS AN ALTERNATE TO to A (ox BEAM E. CONCRETE PLYWOOD WITH PRIOR APPROVAL OF ARCHITECT AND EN6INEER, ORIENTED P -'t=:: 1 F D JOISTS t HAN55ER5 CONCRETE HAS BEEN PE516NED AND SHALL BE CONSTRUCTED IN T STRAND BOARD (056) SHEATHING SHALL COMPLY NOT LE55 THAN TYPE M SEE PLAN (JOISTS #5 VERT 0-1-- EO. L2` ACCORDANCE HITH THE AMERICAN CONCRETE INSTITUTE BUILPINC7 CODE (ACI EXTERIOR 6LUE AND SHALL HAVE A SPAN RATIN6 EQUIVALENT TO OR BETTER A IT REPLAGE5. 1 PARALLEL HALL AT 51M) @ 161, O.C. u2" LET BEAM GRID -I 30-05). ALL SLABS ON 6RAPE AND 5TRUGTURAL 5LAE35 SHALL HAVE A THAN THE PLYWOOD GONTAGT 5TRUCTIURAL ENGINEER AND ��-,,ARGHITEGT FOR SUBSTITUTION APPROVAL PRIOR To CONSTRUCTION CLIP EACH RAFT ER #5 HORIZ. INTO BEAM GRID -B (ox BEAM4ti 1 0 0 MINIMUM GOMPRE551VE STRENGTH OF 4000 P51 IN 28; DAYS. ALL OTHER SEE GENERAL NC ;TE 5 5/4" @ BOTTOM Y, [` CONCRETE SHALL HAVE A MINIMUM GOMPRE551VE 5TREN6TH OF 3000 P51 IN E3015E GA5GADE FABRICATED Y400D J015T5 @ 0 0 1 2b DAYS. ALL CONCRETE SHALL HAVE A MINIMUM OF 20% FLY ASH CONTENT. I SERIES FABRICATED JOISTS WITH STRUCTURAL HOOP FLANGES AND EQ. #5 DOWEL 24L ---- i1w w I j 0-4 C4 THE OWNER SHALL EN6A6E A QUALIFIED, INDEPENDENT TE5TIN6 AND IN5PECTINC, AGENCY TO SAMPLE MATERIALS, PERFORM TESTS, AND SUBMIT PLYWOOD OR 055 HEI35 GALLED FOR ON THE DRAWINGS AS "13GI " ARE AS 12xb BEARING x NOTE: @ 521, O.C. SEE FOOTING TO BEAR ON UNDISTURBED, 110 o I o 04 f --i. ftCAP TEST REPORTS DURING CONCRETE PLACEMENT TO A55URE THE QUALITY OF THE MATERIALS USED AND THE AGrURACY OF PLACEMENT. MECHANICALLY MANUFACTURED BY THE 5015E CASCADE CORPORATION OF HHITE GIT'*(, OREGON. FABRICATED P4000 JOISTS SHALL BE INSTALLED IN ACCORDANCE 2x8 RAFTERS t I HALL D WITH THE MANUFAGTURER'5 RECOMMENDATIONS. SUPPLY ALL PLATES, HANGERS BEE PLAN •PLAN T. FOOTING NATIVE SOILS, 'f SEE PLAN .4 b.2- #5 x IH 211 LET -IN BEAM 21, 21 1" TO 5/4" SEAT PL 5/6" x 6" x 6" VIBRATE ALL CONCRETE MEN PLACED EXCEPT 5LAE35 ON GRADE. ALL 5LA55 ON GRADE SHALL HAVE GONTROL JOINTS (KEYED OR SAN GUT) AT A MAXIMUM 12im-O" ON CENTER EACH KAY UNLE55 OTHERV415E SHOWN ON PLAN. BLOCKING, BRIDGING, BRACING, STIFFENERS AND OTHER RELATED ITEMS AS RECOMMENDED BY THE MANUFACTURER. CONTINUOUS BLOCKING SHALL BE INSTALLED AT ALL INTERIOR SUPPORTS. PROVIDE DOUBLE JOISTS UNDER ALL 2x5 NAILER Yil 2 ROWS LED&ERLOK 50REY6 @ CONT all SHOP DRILL 4 COUNTERSINK REINFORCING BAR5 SHALL BE A5TM A(915 - 6RAPE (bo (A5TM Alob 6RADE (bo PARTITIONS RUNNIN(7 PARALLEL TO J015T5 AND SOLID BLOGKINC7 UNDER ALL 12" O.C. STAGGER (LL558) 12- 16 GAGE 5" 50REV6 x SHALL BE USED WHERE REINFORCING 15 TO BE HELPED) NO 5PLICE5 OF PARTITIONS RUNNING PERPENDICULAR TO JOISTS. J015T5 NOT HAVIN(5 A FIN15H FON. DRAIN FLUSH HEADS RHNFORGIN6 SHALL BE MADE AND NO WELDING OF REINFORGIN67 SHALL 13E MATERIAL FASTENED DIRECTLY TO THE BOTTOM FLANGE SHALL HAVE A SEE ARCH PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE 51RUGTLRAL GONTINUOU5 2X6 BRAGIN6 STRUT AT THIRD SPAN POINTS NAILED WITH 2-10d SEE PLAN ENGINEER. LAP SPLICES, HI -ERE PERMITTED, SHALL BE A MINIMUM OF 44 BAR NAILS AT EACH JOIST. DIAMETERS. PROVIDE CORNER BARS OF EQUAL 51ZE AND 5PAGIN6 AROUND A or FOUNDATION FLO-OR TO BEAM CONNEC.TION ALL CORNERS. PROVIDE 2 - #5 BAR5 WITH A MINIMUM OF 2-0" PROJECTION BEYOND THE SIDES OF ALL OPENIN65 IN HALLS, BEAMS AND SLABS. PROVIDE MIGRO-LAM LUMBER BEAMS SECT 0 -R ARI 10 @J�E ALL AGGE55ORIE5 NEGE55ARY TO SUPPORT RE]NFORGIN6 AT P05ITION5 VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 13/4" THICK CALLED "ML" :2 ISO 05 FOR ON THE DRAININ65 AS ARE AS MANUFACTURED BY THE TRU5-JO15T @ 11/2"4-00 15005 SHOWN ON THE PLANS. HELPED HIRE FABRIC SHALL CONFORM TO A5TM A185. LAP HIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2" AT 51DE5 AND CORPORATION OF BOISE, IDAHO. MIGRO-LAM HEADERS AND BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. ENDS AND HIRE T067ETHER. AN( HOR BOLTS FOR BEAM AND GOL" BEARING WHEN MORE THAN ONE THI( KNE55 15 REQUIRED, THE MEMBERS SHALL BE SPIKE ADDITIONAL 53.1 b BEAM GRIDI I've x - PLATES SHALL CONFORM TO A5TM A301 AND BE PLACED WITH SETTINGFASTENED T06ETHER Y41TH THO RON5 OF I(9 -PENNY COMMON NAILS SPACED 12" 2x TO BEAM END OR HALL PLATES OVER RAFTERS NOT INDICATED TEMPLATES. O.G. FOR MEMBERS WITH 14" AND GREATER DEPTH, USE THREE ROWS. BEAMS AS REQUIRED 51DE FULL HE16HT �-- SEAT CONCRETE FOOTING DE516N BASED ON GOMPRE551VE 5TREN6TH OF 2500 P51. OF FOUR MEMBERS OR MORE SHALL BE BOLTED TOGETHER WITH TWO ROH5 OF (NOT INDICATED) 1/211 DIAMETER THRU-BOLT5 @ 24" O.C. TYPIGALLY UNLE55 NOTED OTHERH15E. HOWEVER, PROVIDE AS INDICATED ABOVE. -WEJ-IT", "RED VER5A-LAM LUMBER BEAMS EXPANSION BOLTS, WHERE APPROVED BY ENGINEER, SHALL BE VERTICALLY LAMINATED VENEER HEADERS AND BEAMS GALLED FOR ON THE SIMPSON STRAP BOTH TOP HEADi', "KNIKE301-Ti-, OR APPROVED HI�06E TYPE, INSTALLED IN ACGORDANGE PRANIN65 AS "VL" ARE AS MANUFACTURED BY THE E3015E CASCADE EDGES OVER SPLICE r WITH THE MANUFACTURER'S REQUIREMENTS. EPDXY BOLTS, WHERE APPROVED CORPORATION OF WHITE GITY, OREGON. VER5A-LAM HEADERS AND BEAMS MSTA12 YV 10- Ibd NAIL. BY EN61NEER, SHALL BE 5IMP50N ET, SET, OR APPROVED ADHE51VE SYSTEM, SHALL BE INSTALLED IN ACGORPANCE WITH THE MANUFACTURER15 SEAT INSTALLED IN AGGORDANCE WITH THE MANUFACTURER5 REQUIREMENTS. REGOMMENPATION5. WHEN MORE THAN ONE THICKNESS 15 REQUIRED, THE CONCRETE 50REN ANGHOR,5, WHERE APPROVED BY ENGINEER, SHALL BE MEMBERS SHALL BE FASTENED T06ETHER IN ACCORDANCE WITH THE CAP PL 3/6' x 8" x 6" 5IMP50N TITEN HE? ANCHORS, OR APPROVED ANCHOR SYSTEM, INSTALLED IN MANUFACTURER'S REGOMMENPATION5 TYPICALLY UNLE55 NOTED OTHERN15E. LET INTO BEAMS TO FLU5HF`� ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 6. ALL EXISTING CONDITIONS MUST BE VERIFIED BY THE BUILDER IN THE F. 5TRUCTUML HOOP FRAMINC, FIELD. UNKNOWN AND VARIED CONDITIONS MAY 13E FOUND. NOTIFY THE ALL HOOD FOR STRUCTURAL FRAMING SHALL BE KILN PRIED DOUGLASEN(5INEER OF ANY STRUCTURAL GONPITION5 FOUND TO VARY FROM THAT WOOD BEAM LET IN 3" FIR/LARGH 6RADEP AS PER LATEST EDITION "NATIONAL DE516N INDIGATED. DE516N REVISIONS MAY BE REQUIRED, AND ARE EXPECTED AS A SEE PLANS 4 SPECIFICATIONS FOR HOOD GON5TRUGTION" BY THE NATIONAL FOREST 4 PROCESS OF REMODEL WORK. bx BEAM &RID -6, PAPER ASSOCIATION AND MPA. RAFTERS NOT INDICATED H. ALL DIMENSIONS ON STRUCTURAL PRAININ65 SHALL BE VERIFIED A6AIN5T 5TRU( TURAL JOISTS ( > 2X6) NO. 2 OR BETTER THE ARCHITECTURAL AND DISCREPANCIES SHALL BE BROUGHT TO THE BUILT-UP 2x COL. Fb=cIOO P51 (415 REP)(xGF) Fv = 00 P51 E = IbOOOOO P51 ATTENTION OF THE ARCHITECT. SEE PLAN 4x4 COLUMN L16HT FRAMIN6 5TUP5 2X4(5TUP OR BETTER) I. THE ARCHITECT MUST AUTHORIZE ALL 5U55TITUTION5. SUCH Fb = 100 P51 (415 REP) Fcperp = 625 P51 Fopor = 850 P51 AUTHORIZATION DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE PRAHIN65 AND 5PEGIFIGATION5. TO FRAMING 2Xb (NO. 2 OR BETTER) 00 BEAM AT Y4000 COL .11EAM_CONNE0TION O_p 15005 Fb = qO0 P51 (A.15 REP) Fcperp = 625 P51 Frpor = 1350 P51 00 352 0 1 00 3 6 2 0 15 5,K. PEI&HTAL ENGINEERS HAIVE5 ANY AND ALL RE5PON5151LITY AND LIABILITY FOR PROBLEMS H410H AR15E FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH AR15E FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW GUIDANCE OF S.K. FE16HTAL EN61NEER5 WITH RESPECT TO ANY ERRORS, -1 11551ON5, INCONSISTENCIES, AM516UITIE5, OR CONFLICTS WHICH ARE ALLEGED. THESE DRAWINGS ARE TO BE USED WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR CONSTRUCTION. WHERE CONFLICTS OCCUR, CONTACT ARCHITECT FOR CLARIFICATION. K V1- 25777 -t3 5-4-15 0%. NA'L SOK,,P,E S K PEIGHTAL ENGINEER 298 PARK AVENUE UNIT 30 BASALT, COLORADO 8162 51 PHONE: (970) 927-9 HARRIMIAN RESIDENCZ 0521 50PRI5 CREEK EMMA, OOLORZ�AD• 0 SHEET: S3,91 AVAILABLE FOR . 4 u c 4 0o 35 2 015�O\\- 0 0 3 6 2 0 15 W($V-'-' ROOF FRAMING PLAN NOTES I. 0 OR 0 INDICATES COLUMN BELOW :2. 70p INDICATES RAFTER BEARING 3. C INDICATES RAFTER HANGING 4. INDICATES MOMENT CONNECTION 5. INDICATES ROOF PITCH BREAK 6. INDICATES 1/2" PLYWOOD SHEAR PANELS x r FOR r EXTENT INDICATED. PROVIDE NAILING :.`tom &�� AS NOTED IN GENERAL NOTES r 1. [XXX' -XX"] INDICATES TOP OF BEAM ELEVATION S. INDICATES OVERFRAMIN67 "I. ALL COLUMNS SHALL BE 2- 2x6 UNLESS NOTED OTHERWISE 10. ALL HEADERS UNLE55 NOTED OTHERWISE SHALL BE 3- 2x10 OR 2-11/2" VL WITH 2" RIC710 INSULATION. COORDINATE WITH ARCHITECT. NO INSULATION AT INTERIOR AALL5, 11. ALL SLOPED ROOF SHEATHING TO BE 5/8" WX PLYWOOD WITH NAILING AS NOTED IN GENERAL NOTES. 12. ALL LEVEL ROOF SHEATHING TO BE 5/4" COX PLYWOOD WITH NAILING AS NOTED IN GENERAL NOTES. 15. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR M15SIN6.7 DIMENSIONS. NOTE: SEE ARCH. FOR ALL DIMENSIONS t ELEVATIONS NOT INDICATED. xc HEAR Wi LL -*"A FFZE', SOC7,111" 7; 1!1; F,," E,:,, 0�,7 S.K. FEIGHTAL ENGINEERS WAIVES ANY AND ALL RE5PON51BIL17Y AND LIABILITY FOR PROBLEMS WHICH AR15E FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW GUIDANCE OF S.K. F56HTAL ENGINEERS WITH RESPECT TO ANY ERRORS, OMISSIONS, IN(ON515TENCIE5, AMBIGUITIES, OR CONFLICTS N410H ARE ALLEGED. THESE ORMIN675 ARE TO BE USED WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT To CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR CONSTRUCTION. MERE CONFLICTS OCCUR, CONTACT ARCHITECT FOR CLARIFICATION] ,p,DO LIC U) 25777 5-4-15 -7 S*KoP*E—' S K PEIGHTAL ENGINEERS 298 PARK AVENUE UNIT 301 BASALT, COLORADO 81621 PHONE: (970) 927-9510 HARRNAN 0321 50FRI!5 Of�EFK RI? EMMA, COLORADO 05/01/15 PERMIT 05/04/15 REV. PERMIT 5HEET: w DRIVE BY OTHERS GENERAL NOTE5 Fv (5TUD) = 400 P51 Fv (PLATE) = 150 P51 Fb = 1100 P51 TOOL RADIUS NOSE HARRIMAN RE5I0ENGE 6ARA6E Fcpar = 1400 P51 Fcperp = 300 P51 E = 1300000 P51 0321 50PRI5 GREEK RD #4 @ NOSE 11 APRIL 2015 FINGER -JOINTED 5TU05 MAY BE U5ED IN NON-5TRUCTURAL APPLIGATION5 REE FLAN FOR PROVIDED DESIGN VALUE5 A5 L15TED FOR CLI6HT FRAMING 5TU05A ABOVE ARE T. WAIL BEYOND , SLAB 4 REINFA. DE516N LIVE LOAD5 ACHIEVED. 51ZE5 5HOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL 51ZE5. SEE !'LAN �� 1. 5NOW 50 o5f PROVIDE 5OLID BLOCKING BETWEEN ALL J015T5 AND RAFTERS AT 5UPPORT5 N d 2. LOFT 30 .p5f AND MINIMUM I X 4 GRO55-BRI061N6 AT NOT MORE THAN 8'-0" O.G. BETWEEN T. SLAB - d3. ATTIC 20-a5f 5UPPORT5 EXCEPT A5 OTHERWI5E NOTED. PROVIDE BRID61% AT NOT MORE PI SEE PLANd 4. WIND: BA51G W1NO 5PEED 40 mph THAN b'-0" O.G. FOR 5TUD WALL5 NOT COVERED BY 5HEATHIN6 OR WALL EXP05URE B GOVERIN65 MEETING MINIMUM REQUIREMENT5 OF IBG TABLE 2304.6. I d... 5. 5EI5MIG GATE60RY G GONNEGTOR5 SHOWN ON THE PLANS ARE MANUFACTURED 5Y THE 5IW50N T. WALL �I C=I I I�)11W i �- COMPANY. GONNEGTOR5 BY OTHER MANUFAGIURER5 5HALL BE DEEMED A5 5EE PLAN HOLD BACK l l I-' ' B. DE516N GODE5 EQUIVALENT IF THEIR RATED CAPACITY 15 EQUAL TO OR GREATER THAN THAT OF SLAB 11" 1. INTERNATIONAL RE5I0ENTIAL CODE (2004) THE CONNECTOR 5PEGIFIED. FOLLOW MANUFAGTURER'5 RECOMMENDATIONS FOR 2 50 2. AGI BUILDING CODE (ACI 318-05) NAILS AND BOLTS. ALL NAILING NOT NOTED 5HALL BE ACGORDIN6 TO TABLE 5,. #4 DOWELS x 3. AITG TIMBER GON5TRIGTION MANUAL (4th EDITION) 2304.4.1 OF THE INTERNATIONAL BUILDING CODE. PROVIDE 51MP50N H25A TIE GLR t�16° OG TMP 18 AT EACH ROOF RAFTER BEARING CONDITION, UNLE55 NOTED OTHERWI5E. WHEN G. 5PECIAL INSPEGTION PRE55URE TREATED OR WOLMANIZED MATERIAL 15 5PEGIFIED, ALL FA5TENER5 5PEGIAL INSPECTION REQUIREMENT5 L15TED HEREIN ARE BA5ED ON THAT AND GONNECTOR5 SHALL BE EITHER HOT -DIP GALVANIZED OR 5TAINLE55 STEEL. REQUIRED BY CHAPTER 11 OF THE 2004 INTERNATIONAL BUILDING CODE. THE SEE DETAIL 1/53.1 OWNER SHALL RETAIN THE "INDEPENDENT INSPECTORS" A5 DEFINED BY THE IBC, PLYWOOD FOR WALL AND AND THE 6OVERNIN6 131JILDIN6 OFFICIAL. THE REQUIREMENT5 HEREIN ARE FOR ROOF -5, FLOOR5, AND 5HEAR WALL 5HEATHIN6 SHALL BE APA GRADE REINFORGIN6 PRESENTED PER IBG, AND MAY BE EXEMPTED OR MODIFIED BY THE BUILDING TRADEMARKED COX WITH EXTERIOR GLUE. LAY UP PLYWOOD WITH FACE GRAIN OFFICIAL. PERPENDICULAR TO 9UPPORT5 AND 5TA66ER JOINT5. PLYWOOD OVER DEGKIN6 TO BE LAYED PERPENDICULAR TO DEGKIN6. 5TA66ER JOINT5 TO AVOID �� p�f T A g CONCRETE PLYWOOD EDGE ALON6 PLANK ED6E. ALL NAILIN6 COMMON NAILS; RING T :71"10 1 t'tL 5PE6IAL INSPEGTION SHALL BE PROVIDED PER TABLE 1104.4. 5HANKED FOR ROOF AND FLOOR 5HEATHiNG. REFER TO TABLE BELOW FOR U5E REQUIREMENTS: 5/4" = 1'-0" ( CJ FOR 5TTRUGTTUUR�THREE�SPE5TORIE5 OREQUIRED LE55. p ONNCRIETTELMA�I PREAD PLIN6IN65 U5E THIGKNE55 5PAWINDEX E06E INTER 5HALL 5TILL BE PERFORMED, RATIO NAILING NAILIN6 WOOD COL. ABW44Z P05T BASE 5LOPED ROOF 5/81" 32/16 Sd@6"OG Sd@12"OG SEE PLAN SEE PLAN, Al 1/2"QP EXCEPT: 5PEGIAL INSPECTION NOT REQUIRED FOR GONTINUOU5 FOOTIN65 FOR FLOOR 3/4" T46 48/24 Sd@b"OC Sd@12"OG EPDXY BOLT EMBED 3" 5TRUCTURE5 THREE 5TORIE5 OR LE55, AND WHERE DE516N 15 BA5ED ON 5HEAR?,VL ,, 1/2" PLYNV 24/0 Sd@4"OG 8d@12"OG SE E PLAN FOR SLAB GONGRETE COMPRE551VE 5TREN6TH OF 2500 P51 OR LE55, RE6ARDLE55 OF '`... 1/2" ORIENTED 24/0 10d@3"OG lod@12"OC REINFORCEMENT THE GOMPRE551VE 5TREN6TH 5PEGIFIED BY THE 5TRUGTURAL DOCUMENTS OR 5TRAND BOARD T. SLAB E06E U5ED IN GON5TRU6TION. CONCRETE MATERIAL 5AMPLIN6 5HALL 5TILL 5E • .:d 11711 1-1I SEE PLAN PERFORMED. vLL E06E5 OF 5HEAR WALL 5HEATHIN6 5HALL BE BLOCKED. ORIENTED 5TRAND yl T. PIER z�u ., ° I 1=I I= i' ' BOARD (055) 5HEATHIN6 MAY BE U5ED A5 AN ALTERNATE TO PLYWOOD WITH N- EXCEPT: 5PEGIAL INSPECTION NOT REQUIRED FOR GONGRETE 5LAB5 ON GRADE PRIOR APPROVAL OF ARCHITECT AND EN61NEER. ORIENTED 5TRAND BOARD SEE PLAN l j 1-� 1=1 I (� THICKEN EDGE . (05B) 5HEATHIN6 5HALL COMPLY NOT LE55 THAN TYPE M EXTERIOR GLUE AND I=f (- FOR SLAB LENGTH 2- #4 DOIAEL5 -, i. EXCEPT: 5PEGIAL INSPEGTION NOT REQUIRED FOR EMBEDDED (GA5T IN) = 5HALL HAVE A 5PAN RATING EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT IS 51/2 2- #4 LON61T GONGRETE ANCHOR BOLT5, A5 DE516N ALLOWABLE 5ERVICE LOA05 HAVE NOT 5 REPLAGE5. GONTAGT 5TRUCTURAL EN61NEER AND AR(HITEGT FOR 5UB5TITUTION 21/2 @ BOTTOM BEEN INGREA5ED PER 5EGTION 1411.5. APPROVAL PRIOR TO CON5TRUGTION. #3 TIE @ TOP EXCEPT: 5PECIAL INSPEGTION NOT REQUIRED FOR EXPAN51ON AND 5GREW FABRICATED WOOD TRU55E5 3- #4 DOWELS 1 ° dI 12 10"0 GONG. AN( HOR5 IN HARDENED CONCRETE, A5 DE516N ALLOWABLE 5ERVIGE LOAD5 PROVIDE EN61NEERED OPEN WEB ROOF TRU55E5 A5 PROFILED BY DRAWIN65. FULL CL R PIER 5EE ARE REDUCED GAPAGITIE5 FOR OIN5TALLATION WITHOUT 5PEGIAL IN5PEGTIONA DE516N TO CARRY LIVE LOADS INDICATED BY 5TRUGTURAL DRAWIN65. FOLLOW HT. PLAN PROVIDED BY THE MANUFACTURER. REQUIREMENT5 OF THE INTERNATIONAL RE51DENTIAL CODE WITH A LOAD 5EE PLAN FOR DURATION FACTOR OF 1.0 AND WITH A MAXIMUM ALLOWABLE LIVE LOAD S.K. PEIGHTAL ENGINEERS FTG. 4 REINF. NOTE: 5PEGIAL 1N5PEGTION 5HALL BE PROVIDED FOR EPDXY TYPE CONCRETE DEFLECTION OF L13bO. SHOP ORAWIN65, AN ERECTION PLAN, AND SEALED WAIVES ANY AND ALL T. FOOTING FA5TENER5 IN ACCORDANCE WITH MANUFACTURER15 RECOMMENDATIONS. 5TRUGTURAL GALCULATION5 5HALL BE SUBMITTED TO THE EN61NEER FOR REVIEW RESPONSIBILITY AND LIABILITY SEE PLAN d a ° I .. ° PRIOR TO FABRICATION. GALGULATION5 5HALL BE 5EALED BY AN ENGINEER FOR PROBLEMS WHICH ARISE j+ _. O 5PEGIALTY 5Y5TEM5 RE615TERED IN THE 5TATE OF COLORADO. 5HOP DRAW1N65 5HALL DETAIL EACH FROM FAILURE TO FOLLOW a 5TRUGTURAL 5Y5TEM5 AND 5PEGIALTY GOMPONENT5 SUBMITTED TO THE TRU55 TYPE, APPLICABLE GONNECTION5, TRU55 LAYOUT, AND BRAGIN6. SUPPLY THESE PLANS AND THE DE516N ° 4 PROJECT A5 DE516NED BY ANOTHER LICEN5ED ENGINEER, 5HALL BE IN5PEGTED ALL PLATE5, BLOCKING, BRID61146, BRACING, 5TIFFENER5 AND OTHER RELATED INTENT THEY CONVEY, OR FOR IN A66ORDANGE WITH THE RECOMMENDATION5 OF THE LIGEN5ED EN61NEER FOR ITEM5 A5 RECOMMENDED BY THE FABRICATOR, TIE TRU55 TO EACH BEARING PROBLEMS WHICH AR15E FROM ON UNDDISTU15TURBED SEE PLAN FTG. BEAR THAT COMPONENT. PLATE WITH 51MP50N H2.5 CLIP, UNLE55 NOTED OTHERWI5E. OTHERS' FAILURE TO OBTAIN NATIVE SOIL AND/OR FOLIOW GUIDANCE OF D. FOUNDATION G. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE S.K. PEIGHTAL ENGINEERS WITH BUILDING FOUNDATION 5Y5TEM HA5 BEEN DE516NED U51N6 AN A55UMED MAXIMUM ARCHITECTURAL AND 015GREPANGIE5 5HALL BE BROU6HT TO THE ATTENTION OF RESPECT TO ANY ERROR5, "� ° " ALLOWABLE 501L BEARING PRE55URE OF 2000 P5F AND A PA551VE THE ARCHITECT. OMISSIONS, INCONSISTENCIES, @ J/4 '1-0 15005 EQUIVALENT FLUID LATERAL EARTH PRE55URE OF 45 PGF. FOOTIN65 5HALL BE AMB161,11TIES, OR CONFLICTS PLACED ON UND15TUR13ED 501L. 501L5 ARE A55UMED To BE UNIFORM, H. THE ARCHITECT MU5T AUTHORIZE ALL 5U55TITUTION5. SUGH AUTHORIZATION WHICH ARE ALLEGED, NON-EXPAN5IVE AND NON-GOMPRE551VE. THE OWNER 5HALL RETAIN A 501L5 DOE5 NOT RELIEVE THE GONTRAGToR FROM GONFORMANCE WITH THE PRAWIN65 2x6 RAFTER THESE DRAWINGS ARE TO BE SlMPSON CLIP HGAIOKT ENGINEER TO INSPECT THE BEARING SOILS EXPOSED DURING EXCAVATION TO AND SPEGIFIGATIONS. SEE PLAN. USED WITH THE ARCHITECTURAL BIRDSMOUTH TO BEAM ONE SIDE EACH RAFTER. VERIFY A55UMPTlONS AND TO SUBMIT A WRITTEN REPORT. NO FOOTINGS SHALL DRAWINGS ON THE PROJECT TO 4- 505 1/4" x 1 1/2" 5CREW5 TO RAFTER BE POURED UNTIL A VERBAL 5UMMARY HA5 BEEN 61VEN TO THE 5TRUCTURAL L COORDINATE ALL OPENIN65 THROUGH FLOOR5, WALL5, AND ROOFS WITH THE CLEARLY DEFINE All OF THE 4- 505 1/4" x 3" SCREWS TO BEAM ENGINEER BY THE 50IL5 EN61NEER. THE 501L5 ENGINEER 5HALL AL50 BE MECHANICAL AND ELECTRICAL GONTRACTOR5. BUILDER TO NOTIFY 5TRUGTURAL REQUIREMENTS FOR GONSULTED BY THE OWNER IN RE6AR05 To P05515LE FOUNDATION DRAINA6E ENGINEER RE6ARDIN6 51ZE AND LOCATION OF ANY PENETRATION THROUGH REQUIREMENTS CONSTRUCTION. WHERE REQUIREMENT5 AND ANY ADDITIONAL GON5TRUGTION REQUIREMENT5 AFFECTED 5TRUGTURAL 5Y5TEM5. NO PENETRATION 5HALL BE PERFOMRED PRIOR TO CONFLICTS ON. MUR, CONTACT `- BY SOILS. STRUCTURAL EN6lNEER'S REVIEW. ARCHITECT FOR CLARIFICATION. 0 O T. BEAM E. CONCRETE J. CONSTRUCTION MATERIALS 5HALL 13E 5PREAD OUT IF PLACED ON FRAMED -- SEE PLAN CONCRETE HA5 BEEN DE516NED AND 5HALL BE CON5TRUGTED IN ACCORDANCE GON5TRUGTION. LOAD SHALL NOT EXCEED THE DE516N LIVE LOAD PER 5QUARE 51MP50N STRAP ALONG WITH THE AMERICAN CONCRETE INSTITUTE BUILDING CODE (AGI 315-05). ALL FOOT. NDO LIC BOTH TOP EDGES AT 5LA55 ON GRADE AND 5TRUGTURAL 5LAB5 5HALL HAVE A MINIMUM q €,�, BEAM SPLICE. GOMPRE551VE 5TRENGTH OF 4000 P51 IN 28 DAYS. ALL OTHER CONCRETE K. PROVIDE AN L5TA 5TRAP AT ALL D15GONTINUOU5 WALL PLATES. EXTEND �* 9P*i`<, s� SEE DETAIL 5/53.1 5HALL HAVE A MINIMUM GOMPRE551VE 5TREN6TH OF 3000 P51 IN 28 DAYS. ALL 5TRAP A MINIMUM OF 12" BEYOND INTERRUPTION, EACH 510E. ANOMALIE5 MAY 2x6 FASCIA BACKER CONCRETE 5HALL HAVE A MINIMUM OF 205 FLY A514 CONTENT. THE OWNER INCLUDE: 5TEEL GOLUMN5, MECHANICAL PENETRATION5, GORNER5, LEVEL/5LOPED ;� 25777 �r 6x8 HT BEAM SEE ARCH FOR 5HALL EN6A6E A QUALIFIED, INDEPENDENT TE5TING AND IN5PECTN6 A6ENCY To PLATE TRAN5ITON, HEAVY TIMBER BA6K5PAN5, ETC. 5-4-15 SAMPLE MATERIAL5, PERFORM TE5T5, AND 5UBMIT TE -5T REPORT5 DURING 0 .- FINISH FASCIA CONCRETE PLACEMENT TO A55URE THE QUALITY OF THE MATERIAL5 USED AND L. THE CONTRACT 5TRUGTURAL DRAY065 AND 5PECIFIGATION5 REPRE5ENT THE ....... 4x4 4x4 HT COLUMN THE ACCURACY OF PLACEMENT. MECHANICALLY VIBRATE ALL CONCRETE WHEN FINI5HED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF GON5TRUGTION,raNA GAP FL 3/8" x 4" x 12" PLACED EXCEPT 5LAB5 ON GRADE. ALL 5LA55 ON GRADE 5HALL HAVE THE CONTRACTOR SHALL PROVIDE ALL MEA5URE5 NECE55ARY To PROTECT THE LET INTO BEAM TO FLUSH CONTROL JOINT5 (KEYED OR 5AW GUT) AT A MAXIMUM 12'-0" ON CENTER EACH 5TRUGTURE DURIN6 GON5TRUCTION. 5UGH MEA5URE5 5HALL INCLUDE, BUT NOT BE WAY UNLE55 OTHERWI5E 5HOWN ON PLAN. REINFORGING BARS SHALL BE A5TM LIMITED TO, BRAGIN6, 5HORIN6 FOR LOADS DUE TO CON5TRUGTION EQUIPMENT, A615 - 6RADE bo (ASTM A106 GRADE 60 5HALL BE USED WHERE REINFORGIN6 ETC. 0135ERVATION V151T5 TO THE 51TE BY THE 5TRUGTURAL EN61NEER SHALL 15 To BE WELDED.) NO 5PLI6E5 OF REINFORGING 5HALL BE MADE AND NO NOT INCLUDE INSPEGTION OF THE ABOVE ITEM5 NOR WILL THE 5TRUGTURAL • • WELDIN6 OF REINFORGIN6 5HALL BE PERMITTED EXCEPT A5 DETAILED OR ENGINEER BE RE5PON51BLE FOR THE GONTRAGTOR"5 MEANS, METHODS, S P*E- AUTHORIZED BY THE 5TRUCTURAL EN61NEER. LAP 5PLICE5, WHERE PERMITTED, TEGHNIQUE5, 5EQUENGE5 FOR PROCEDURE OF GON5TRUGTION, OR THE 5AFETY 5HALL BE A MINIMUM OF 44 BAR DIAMETER5. PROVIDE CORNER BAR5 OF PREGAUTION5 AND THE PR06RAM5 INCIDENT THERETO. S K PEIGHTAL ENGINEERS 05@ �1112 p � jt} /■ T� � EQUAL SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - #5 BARS WITS# A 15005298 PARK AVENUE UNIT 301 � 1� �`IG V 1 MINIMUM OF 2-0PROJECTION BEYOND THE 51DE5 OF ALL OPENIN65 IN WALL5, "=I°-0" 15005 BEAMS AND 5LA55. PROVIDE ALL AGGE55ORIE5 NEGE55ARY To SUPPORT BASALT, COLORADO 81621 REINFORCING AT P051TION5 5HOWN ON THE PLANS. WELDED WIRE FABRIG SHALL PHONE: (970) 927-9510 CONFORM To A5TM A05. LAP WIRE FABRIC REINFORCEMENT ONE FULL ME5H l SIMPSON STRAP BOTH TOP PLU5 2" AT 51DE5 AND END5 AND W1RE T06ETHER. ANCHOR BOLTS FOR BEAM 2x P.T. 51LL Wl 1/2"d> EDGES OVER SPLICE AND COLUMN BEARING PL.ATE5 SHALL CONFORM TO A5TM A301 AND BE PLACED 2x6 SND x 10" ANCHORI M5TAI2 wu 10- IOd NAILS WITH SETTING TEMPLATES, M1 -L BOLTS X48" O.C. RESIDENCE CONCRETE FOOTING DE516N BA5ED ON GOMPRE551VE 5TREN6TH OF 2500 Psi. HOWEVER, PROVIDE A5 INDICATED ABOVE. T. WALL 5EE PLAN ° • T. SLAB 0321 50PRI5 CREEK RD F. 5TRUGTURAL WOOD FRAMING • • a SEE PIAN EMMA, COLORADO ALL W000 FOR 5TRUGTURAL FRAMING 5HALL BE KILN DRIED DOU6LA5 T. LED _ I cJC.)i)E: FIR&ARCH 6RADED A5 PER LATE5T EDITION "NATIONAL DE516N 5PECIFICATION5 SEI" PLAN ;' .;`,'`" ., FOR WOOD GON5TRUGTION" BY THE NATIONAL FOREST 4 PAPER A550GIATION _ 111111.... • --" -- - - AND MPA. ° , .SEE SEE PLAN FOR SLAB 05/01/15 PERMIT 4 REINF. PLACE 05/04/15 REV. PERMIT 5TRUGTURAL J015T5 ( > 2X6) No. 2 OR BETTER #5 HORIZ. PLAN SLAB T16HT TO GAP PL 3/8" x 4" x 12" bx8 HT BEAM @ 16" O.C. EO. EQ. LET INTO BOTTOM OF BEAM TO (RAFTER5 NOT INDICATED) Fb=400 PSI (x1.15 REP)(xGF) Fv = 180 P51 E = 1600000 P51 NON-COMPRESSIBLE BOND BREAK FLUSH. SHOP DRILL 4 NO SPLICE AT SIM LIGHT FRAMING 5TUD5 2X4(5TUD OR BETTER) 2- #5 CONT. 24" COUNT" R COUNTERSINK FOR 12- 16 (5AC7E FLUSH HEADS p p = p TOP 4 BOTTOM ® 320O.G� x 6.. 14;. `Li'l 2015 Fb = 100 PSI (x1.15 REP) FG er 625 PSI Fcpar = 850 PSI �� c I" 5 2" - 10" i" FRAMING STUDS 2X6 (NO.2 OR BETTER) T. FOOTING • #5 VERT. ., ..U x ..T_......._.-..-.__-._._ __�L ------- I Fb = 400 P51 (x1.15 REP) Fcperp = 6 c 25 P51 Fpar = 1350 P51 SEE PLAN @ 16" O.C. a, KA A O O O O O O Q 'd 4x4 HT COLUMN _o O 0 0 0 o PRE55URE TREATED LUMBER (HEM -FIR NO.2 OR BETTED NATE; $# - .10E3 Fb = 850 P51 (x1.15 REP) Fv = 150 P51 E = 1300000 P51 SCREW PATTERN FOOTING TO BEAR - ' , o% = ( 2- #5 CONT, m v I , , HEAVY TIMBER FRAMING (DOUGLAS FIR NO. I) ON UNDiRTURBED, SHEET: NATIVE SOIL A� AA {{ Fb = 1350 P51 Fv = 110 P51 E = I b00000 P51 SEE PLAN (DQ A- "FEAM L• TIMBER5TRAND ,�,,,.NI 5TUD5 (A5 MANUFACTURED BY THE TRU5J015T KALL3 @ 1 1/2"11-00 15005 CORPORATION OF 13015E, IDAHO) 1 E@3 /4"=1°-0" 15005�` 31 PORCH ROOF FASCIA & TRIM TO MATCH EXISTING RESIDENCE PERCH CONST EXT. PENDAN IGHTING TO MATCH EXIST II NCE fae L: CO e_LCHT{IIN PERCH BEAM, COLUMNS & BRACKETS TO MATCH c EXISTING RESIDENCE N �I .PLATE YEL 109' 0" .--.-------------- --- 3 '3 { T O BEAM EL 107' 6 1/4" i ; I ; I a; I I TO CO_N_C SLAB _.._._ RE -USE EXIST CUPOLA EL, 100'-0" STAINED 1x4 TRIM CIIINC. PORCH WALKWAY —� CONCPIER - SEE STR. 1x10'S SPACED 1�' 2.25 KW PV SOLAR ARRAY STAINED CEDAR Ix HEAD TRIM 1x4 STAINED CEDAR CORNER TRIM (TYP) STAINED CEDAR 1x4 JAMB & SILL TRIM CONCAPRON SLAB FINISHED GRADE L-1 2� 12 6 Al /P' ATE I EL. 109'-0" _._._ Ik- � I i [EI)FE RE -USE EXIST CUPOLA STD. lx8 CEDAR FASCIA STAINED 1x4 TRIM /P' ATE I EL. 109'-0" _._._ Ik- � I i NORTH ELEVATION - GARAGE 1/4" = 1'-0" ' h RE -USE EXIST CUPOLA STD. lx8 CEDAR FASCIA STAINED 1x4 TRIM I Ix4 STAINED CEDAR BOARD & BATTEN SIDING 1x10'S SPACED 1�' 2.25 KW PV SOLAR ARRAY =9 250 W PANELS CORNER TRIM (TYR). of EXCEED 200 SF. �- -4" / -f ml I CONC, APRON SLAB I I FINISHED GRADE I I i 10 G 0 STAINED. CEDAR 10 FOUNDATION -SEE STR. 1x4 JAMB & 1X6 HEAD TRIM F -_------. .. ----- ____ ____ _- ------------------------------ ---- -------------------------------- --------- STAINED WOOD. GARAGF DOORS NORTH ELEVATION - GARAGE 1/4" = 1'-0" ' h RE -USE EXIST CUPOLA STD. lx8 CEDAR FASCIA STAINED 1x4 TRIM I STAINED CEDAR REVERSE BOARD & BATTEN SIDING 1x10'S SPACED 1�' 2.25 KW PV SOLAR ARRAY =9 250 W PANELS TOTAL SIZE NOT TO EXCEED 200 SF. �- -4" / -f I I 12 1716 2 I I I I I I I FOUNDATION -SEE STR, F --------------------------------------------------------------- ------ I SOUTH ELEVATION - GARAGE 1/4" = 1'-0" 3 PORCH RCGP FASCIA & TRIM TO MATCH EXISTING RESIDENCE PORCH CONST PORCH BEAM, COLUMNS & BRACKETS T❑ MATCH EXISTING RESIDENCE c PLATE) -12- 3, -- -- EL 109 -0" -_ T 1 BEAM _ ,-T E 107'-6 1/4" I I ; I I, ai ZD I � I T.11 wive sLABJ, EL. 100'-0" 1 ^� 1 I O T_AL JUNE SLAB � EL'00'-0°----- O PERMIT WIL;a EXPIRE IF NO COF)E 1l_ISPFCTION IS PER.FO RMFt''k'ITHIN ANY 61 1()N1 . " P! RA OD �A ) --- ------ ----- -----------------_ ---- - _'-___ _____ - _____ __ -----._ ------ --- B �i h B PERMIT WIL;a EXPIRE IF NO COF)E 1l_ISPFCTION IS PER.FO RMFt''k'ITHIN ANY 61 1()N1 . " P! RA OD �A ) --- ------ ----- -----------------_ ---- - _'-___ _____ - _____ __ -----._ ------ --- B �i STAINED CEDAR Ix HEAD TRIM Z -METAL BEYOND WEST ELEVATION - GARAGE 1/4" - 1'-0" RE -USE EXIST CUPOLA C T�) D EAST ELI -VAT EN — GARAGE A31 1/4" = 1'-0" PRE -FINISHED STANDING SEAM METAL RGDFING TO MATCH EXIST. RESIDENCE � STAINED. 1x6 CEDAR FASCIA STAINED CEDAR REVERSE BOARD & BATTEN SIDING 1xIO'S SPACED 11• I STAINED CEDAR 1x 4'I HEAD TRIM 1x4 STAINED CEDAR CORNER TRIM (TYP) STAINED CEDAR 1x4 JAMB & SILL TRIM CONC, APRON SLAB FINISHED GRADE FOUNDATION -SEE STR. PRE -FINISHED STANDING SEAM METAL RDOFING TD MATCH EXIST. RESIDENCE STAINED CEDAR REVERSE BOARD & BATTEN SIDINGi Ix10'S SPACED 1.�4 STAINED 1x8 CEDAR FASCIA c m - ----------- --_ LAT_E� _ EL 109'-0" 1 4i T.11. BEAM 1 EL 107'-6 1/4" i I I, I is i i I i _T E. CONC SLAB EC i00'-0" CONO PORCH WALKWAY CUNC. PIER - SEE STR F � ` Y L•II I I • (% 01602015 y��i� PIE ARRIMAN RESIDENCE 0321 SOPRIS CREEK ROAD EMMA, CO 81621 PARCEL ID # 264513200016 O W NE R S BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN CONSULTANTS ARCHITECT WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 920 1727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT:MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT These plans must be kept at building site or inspection delays may occur. Construction shall conform to these plans. All changes shall be approved by the building official. GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 970.927.1161- .,-Of 70.927.1161.,-OF COZ ISSUE: PROGRESS: 2.20.15, 2.23.15, 3.12.15 DO 50%: 4.9.15 CD 50%: 4.14.15 CD 100%: 4.24.15 PERMIT: 5.1.15 CONSTRUCTIO•t County ASI #1: 5.1 .1! 3UL 21 2015 —gyp Rg81jtY l3eV@'0P TIE CARACE ELEVATONS PROJECT # 1502 FILENAME: 0502-A3.1 A3.3 A B STAINED CEDAR Ix HEAD TRIM Z -METAL BEYOND WEST ELEVATION - GARAGE 1/4" - 1'-0" RE -USE EXIST CUPOLA C T�) D EAST ELI -VAT EN — GARAGE A31 1/4" = 1'-0" PRE -FINISHED STANDING SEAM METAL RGDFING TO MATCH EXIST. RESIDENCE � STAINED. 1x6 CEDAR FASCIA STAINED CEDAR REVERSE BOARD & BATTEN SIDING 1xIO'S SPACED 11• I STAINED CEDAR 1x 4'I HEAD TRIM 1x4 STAINED CEDAR CORNER TRIM (TYP) STAINED CEDAR 1x4 JAMB & SILL TRIM CONC, APRON SLAB FINISHED GRADE FOUNDATION -SEE STR. PRE -FINISHED STANDING SEAM METAL RDOFING TD MATCH EXIST. RESIDENCE STAINED CEDAR REVERSE BOARD & BATTEN SIDINGi Ix10'S SPACED 1.�4 STAINED 1x8 CEDAR FASCIA c m - ----------- --_ LAT_E� _ EL 109'-0" 1 4i T.11. BEAM 1 EL 107'-6 1/4" i I I, I is i i I i _T E. CONC SLAB EC i00'-0" CONO PORCH WALKWAY CUNC. PIER - SEE STR F � ` Y L•II I I • (% 01602015 y��i� PIE ARRIMAN RESIDENCE 0321 SOPRIS CREEK ROAD EMMA, CO 81621 PARCEL ID # 264513200016 O W NE R S BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN CONSULTANTS ARCHITECT WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 920 1727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT:MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT These plans must be kept at building site or inspection delays may occur. Construction shall conform to these plans. All changes shall be approved by the building official. GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 970.927.1161- .,-Of 70.927.1161.,-OF COZ ISSUE: PROGRESS: 2.20.15, 2.23.15, 3.12.15 DO 50%: 4.9.15 CD 50%: 4.14.15 CD 100%: 4.24.15 PERMIT: 5.1.15 CONSTRUCTIO•t County ASI #1: 5.1 .1! 3UL 21 2015 —gyp Rg81jtY l3eV@'0P TIE CARACE ELEVATONS PROJECT # 1502 FILENAME: 0502-A3.1 A3.3 DOOR SCHEDULE WEATHERSHIELD DOOR# TYPE ROOM# MANUFACTURER MODEL # ROUGH OPENING E DOOR SIZE THICK. OPERATION GLASS U -VALUE HARDWARE REMARKS W x H 2'-6" W x H 1 A 100 WEATHERSHIELD 2-5472 5'-4" X 7'-2 }" 3 }" x 7'-2" 4'-5" IN -SWING DOUBLE PANE 0.32 BY MANUF PROVIDE SCREENS 2 B 100 WEATHERSHIELD 1-2972 2'-9 T�" X 7'-2 }" 2'-8 " x 7'-2" OUT -SWING DOUBLE PANE 0.32 BY MANUF PROVIDE SCREEN 3 C 101 MATCH EXISTING - 2'-8" X 7'-1" '-6" x 7'-0" 1-j" SWING - - MATCH EXISTING 4 D 100 EXISTING - VERIFY VERIFY VERIFY SWING - - USE EXISTING FROM EXISTING BATH 5 E 101 - - - -6" X 8'-0" DOUBLE-ACTING CLEAR TEMP. - T.B.D. SHOWER DOOR 6 B 3101,2 - - 3'-2" X 7'-1" '-0" x 7'-0" 1-" SWING CLEAR TEMP. - MATCH EXTERIOR 7 B B100,2 RE -USE EXISTING VERIFY VERIFY VERIFY SEE PLAN DOUBLE PANE VERIFY EXISTING 8 F 8103 - - 4'-0" X 7'-0" '-2" x 7'-0" 1-1" SLIDING - - T.B.D. INTERIOR 9 F B103 - - 6'-8" X 7'-0" V-10" x 7'-0" 1-i" SLIDING - - T.B.D. EXTERIOR 10 G B100 T.B.D. T.B.D. 8'-1" X 9'-2" -0" x 8'-0" 14" ROLL -UP DOUBLE PANE 0.32 BY MANUF GARAGE DOOR A EXTERIOR FRENCH DOOR -PAIR DOOR TYPES 1/4" = 1'-0» B EXTERIOR FRENCH DOOR NOTES: DOOR SCHEDULE C INTERIOR DOOR PANELIZED: MATCH EXISTING D INTERIOR PAI FROM EXIST., BATH E INTERIOR GLASS SHR. 1. GLASS U VALUES MUST MEET OR EXCEED THOSE SHOWN HEREIN.I 2. ALL INTERIOR DOORS TO BE PAINTED WOOD VENEER TO MATCH E ISTING 3. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION 0 ORDERING 4. VERIFY FINISHES, HARDWARE & FINAL DOOR DESIGN WITH OWNER WINDOW SCHEDULE WDW.# I MANUFACTURER MODEL # A I WEATHERSHIELD Al WEATHERSHIELD B WEATHERSHIELD C WEATHERSHIELD D WEATHERSHIELD E WEATHERSHIELD F EATHERSHIELD G WEATHERSHIELD H WEATHERSHIELD I WEATHERSHIELD P=Irl? QWXM%& ►1171; 2640 CUSTOM CUSTOM 2172 f00%,R Pal& 2-2636 NOTES: WINDOW SCHEDULE ROUGH OPENING SIZE W x H 2'-6" x 4'-8" 4'-11 J" x 4'-8" 2'-6" x 5'-0" 2'-6" x 4'-0" 2'-0 4" x 1'-6" 5'-4" x 1'-6" 2'-0J"x7'-2 2'-0 J" x 2'-6" x 4'-6" 4'-11 x 4'-6" 4'-11" x 3'-6" FRAME SIZE W x H 2'-5" x 4'-7' 4'-11" x 4'-7 }•• 2'-5" x 4'-11 }' 2'-5 }" x 3'-11 }" 2'-0 J" x l'-5 }" 5-3 J" x 1'-5 }" 2'-0 x 2'-5„ x 4'-5 }" 4'-11" x 4'-5" 4'-11" x 3'-5 i" 1. WINDOW U VALUES MUST MEET OR EXCEED THOSE SHOWN HEREIN 2. EGRESS WINDOWS TO COMPLY WITH IRC SECTION R310 (SILL HT WILL NOT BE MORE THAN 44" AFF, MIN. OPENING WILL HAVE NET CLEAR OF 5.7 SF, MIN. HT = 24" CLR, MIN. WIDTH= 3. ALL EXTERIOR WINDOWS TO BE ALUM CLAD COLOR TO MATCH EXI 5. INTERIOR FRAME WOOD PAINTED VERIFY COLOR WITH OWNER 6. GLAZING: LOW—E, HI—ALTITUDE AIR FILLED — TYPICAL FOR ALL U 8. HARDWARE FINISH & TYPE: VERIFY WITH OWNER CD HEAD HEIGHT I OPERATION 7'-2" 7'-2" MATCH EXIST 7'-2" 7'-9 1/2- 7'-9 /2"7'-9 1 /2" 5'-6" 0"CLR.) TING DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG AWNING AWNING DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG ITS, FIXED OR VENTED. F SLIDING BARN DOOR GLASS I U -VALUE 7ilIJ111292 ? 114111.11111091II2 DOUBLE PANE DOUBLE PANE DOUBLE PANE DOUBLE PANE DOUBLE PANE DOUBLE PANE 00=11109002 DOUBLE PANE 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 F GARAGE SECTIONAL ROLL -UP DOOR REMARKS MULL TOGETHER MULL TO WINDOW E MULL TOGETHER _ULL TO DOOf3�- MULL TOGETHERJSof1-r 'LZjpjz LCLfj-r�p/�D SF < 2 LO `DmR VAmiS Ta MULL TOGETHER u/rAv AOa7 �EMED JUL 2 4 2015 FOR CODE COMPLIANCE 0 16 0 2 0 15 HARRIMAN RESIDENCI 0321 SOPRIS CREEK ROA EMMA, CO 8162 PARCEL ID # 26451320001 OWNERS BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN CONSULTANTS ARCHITECT WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 9201727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER NA SOILS ENGINEER T.B.D. MECHANICAL CONSULTANT GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 970.927.1161 -_ Of C04c)^ i Y 2,! ISSUE: PROGRESS: 2.20.15, 2.23.15, 3.12.15 DO 50%: 4.9.15 CD 100°/x: 4.24.15 PERMIT: 5.1.15 CONSTRUCTION: 5.1 .'($kin County ASI #I: 6.19.15 1U1 21 1LIJ15 COmmunliy DevelOpme DOOR 9 WIND) PROJECT # 1502 FILENAME: 05020.1 JI ARRIMAN RESIDENCE 0321 SOPRIS CREEK ROAD EMMA, CO 81621 PARCELID # 264513200016 1 D W N E R S 6321 SOPRIS CREEK ROAD BABAL; C6 81621 CONTACT: RILLHARRIMAN IV) 970,921.1161 CONSULTANTS ARCHITECT WILDS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN,CO CONTACT: WILLIS PEMBER N1 970 920 1127 STRUCTURAL ENGINEER SKPEIGHTAL ENGINEERS LTO 198 PAR X AVENUE 0301 RA9ALT,CO .1511 CONTACT: STEVE PEIGHTAL, BE (V)9]U.927.9510 SURVEYOR LINESIN SPACE 67 GLENWODD AVE, CARBONDALE, CO CONTACT: MARGE PALMER IS) (970( 9633B52 LANOSCAPEARCHITECT NA CIVIL ENGINEER NA SOILS ENGINEER T.B.O. MECHANICALCONSULTANT RA GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CBBT LANE BASALT, CB 81621 CONTACT. BILL HARRIMAN IV)970.927.1161 ESU(: PADDIES: 131.15.131,15,4 1.15 DO SOY: 4.9.15, 4.14.IS (D 100%:434.15 FORM 5.1.15 (OMMUMON: 5.12 Is NO #1: 1016.15 8 GARAGE MAIN LEVEL PLAN PWJILI # ISOI RANGE: 0501 ALL A2.5 ELECTRICAL PERMIT APPLICATION 3 PITKIN COUNTY COMMUNITY DEVELOPMENT 130 S Galena St Third Floor Aspen CO 81611 INSPECTION LINE 970-920-5532 PH: 970-920-5526 FX: 970-920-5439 ��,^,nn �r __D1(J.7� PERMIT NO. (Office Use Only) JOB ADDRESS S n r K uJ 9W D. -1-x-171 IM n-nd e I i mt m 4aN - 32-15 CV --Rd torr PH97D 9a - +T-7`1 CTRI CONT CTOft MAILING ADDR HONE BUILDING PERMIT # DD Zbl OCCUPANCY GROUP .� 1 L E T CqL VA ATIO �1 b Cg5 SOUA E DOTAGE USE OF BUILDING COMMERCIAL P -RESIDENTIAL CLASS OF WORK ADDITION ❑ ALTERATION 3;-IVEW ❑ CONSTRUCTION ❑SOLAR ❑OTHER SERVICE DESCRIBE WORK IN DETAIL (For additions, alterations, indicate type, number and location of source of circuits I � D 12b z-40 I t �5•'�i ZEA ,i�rov _ /Wo-iiom / _ / _¢/5� LtiLZ �jf� Vt'(,e. D� �rOr, %Teat' eL`L�1U�1. &k,fl)ug cL.s r i�C Z.DA )kv�1Jl� CIra-L;�- d z.Z5 KVJ _Pq sd - 9-2-Spv _P,%,tlfeC s V4hePs) OWNER/APPLICANT., The undersigned applicant Illb persill perform electrical work on the described property or residence hereby certifies, as a condition of issuance of such permit, that the above described property or residence is owned by the applicant; that the applicant is not engaged in the business of construction or remodeling; and such property is not intended for sale or resale, nor is it rental property (occupied or to be occupied by tenants, whether transient or permanent), nor will it be generally open to the public. It is understood that compliance with these assurances is a condition of the issuance of an electrical permit to the applicant pursuant to the provisions of C.R.S. Section 12-23-111 (2) (as amended), and that failure to comply herein will be grounds for revocation of the electrical permit or any certificate of occupancy issued with respect to the property or residence described. Owner/Applicant Date: PAYMENT OF PITKIN COUNTY USE TAX The General Contractor or Owner Builder is required to pay a Use Tax Deposit to Pitkin County Use Tax Perlhi 6615le' (.5%) on the building permit valuatioe at time of issuance. All sub -permits pulled under a building permit are paid by this deposit payment and should not Use Tax. Stand Q $ $ pay alone sub -permits are required to pay a Use Tax Deposit tQ Pitkin County (.5%) Deposit .5% of 50. of project $ Approved by Fire Marshall ❑ valuation. Project Valuation (includes labdr) $ Date: Exempt: Exempt Organization Approved by HPC ❑ Exempt ID Number Property (lens may be placed n the owner's and/or the contractor's property Date: when Use Tax is not paid. ELEC RICAL CONTRACTOR For all work done under this permit, a permittee accepts full responsibility for compliance with the Buildin De artment Acce lance National Electric Code and County resolutions, and/or state laws, whichever applies. Permit subject to vocation or suspension fil iolation of any governing same. An accepted final elecall a obfain0 'or to usin the electrical system. A final electrical insps�thi ho �s' erempleting installation. Approved B PP Y ` an electrical M7.lall�b�7 I S i Date: ✓ Signature of A I' nt Date Permit Validation ram � a K N Date -7 Receipt # Total Print Name 2-9 S � ?, -1 143 $ 1t�3?O_ 91c- - l>lc y t-aL I L � �d l _ Lcr� These plans must be kept at building site or inspection delays may occur. Construction shall conform to these plans. All changes shall be approved by the building official. PARCEL ID #: 273707347851 DRAWING LIST AO.0 INFORMATION APPLICABLE CODES 2009 IBC 2009 I ECC 2009 IMC 2009 IPC 2009 I FGC 2014 -NEC OCCUPANCY R-1 CONSTRUCTION TYPE TYPE 5-N PERMIT # Z> n 36. Z,a 15. Pk a Rvilffil FOR CODE COMPLIANCE HARRIMAN RESIDENCE A1 ADDITIDNGARGE O. ;�ltkm �a 3uL 13 2015 0321 SOPRIS CREEK ROAD ^,ommut ity0evelopmt' BASALT, CO 81621 02092015` 02102015z Am HARRIMAN RESIDENCE 0321 SOPRIS CREEK ROAD EMMA, CO 81621 PARCEL ID # 264513200016 O W N E R S BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 561.714.3350 CONSULTANTS eoruITCPT WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 9201727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 cunaevnD LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER NA SOILS ENGINEER HP GEO-TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT NA GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACT: BILL HARRIMAN (V)970-379-8877 ISSUE: PROGRESS: 2.20.15, 2.23.15 DD 33%: 3.2.15 DO 100%: 3.9.15 CD 50% 3.24.15, 4.14.15 CD 100%: 4.24.15 PERMIT: 5.1.15 BID: CONSTRUCTION: INFORMATION PROJECT # 1502 FILENAME: 0502_A2.1 A0.0 SURVEY Al. 1 SITE PLAN A1.2 PARTIAL SITE PLAN FAR FLOOR AREA CALCULATIONS A2.1 EXISTING FLOOR PLANS A2.2 EXISTING ROOF PLAN A2.3 ADDITION MAIN LEVEL PLAN A2.4 ADDITION ROOF PLAN A2.5 GARAGE MAIN LEVEL PLAN A2.6 GARAGE ROOF PLAN A3.1 ADDITION ELEVATIONS A3.2 ADDITION ELEVATIONS A3.3 GARAGE ELEVATIONS A4.1 ADDITION SECTIONS A4.2 GARAGE SECTION A6.1 CONSTRUCTION TYPES A6.2 CONSTRUCTION DETAILS A7.1 INTERIOR ELEVATIONS APPLICABLE CODES 2009 IBC 2009 I ECC 2009 IMC 2009 IPC 2009 I FGC 2014 -NEC OCCUPANCY R-1 CONSTRUCTION TYPE TYPE 5-N PERMIT # Z> n 36. Z,a 15. Pk a Rvilffil FOR CODE COMPLIANCE HARRIMAN RESIDENCE A1 ADDITIDNGARGE O. ;�ltkm �a 3uL 13 2015 0321 SOPRIS CREEK ROAD ^,ommut ity0evelopmt' BASALT, CO 81621 02092015` 02102015z Am HARRIMAN RESIDENCE 0321 SOPRIS CREEK ROAD EMMA, CO 81621 PARCEL ID # 264513200016 O W N E R S BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 561.714.3350 CONSULTANTS eoruITCPT WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 9201727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 cunaevnD LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER NA SOILS ENGINEER HP GEO-TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT NA GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACT: BILL HARRIMAN (V)970-379-8877 ISSUE: PROGRESS: 2.20.15, 2.23.15 DD 33%: 3.2.15 DO 100%: 3.9.15 CD 50% 3.24.15, 4.14.15 CD 100%: 4.24.15 PERMIT: 5.1.15 BID: CONSTRUCTION: INFORMATION PROJECT # 1502 FILENAME: 0502_A2.1 A0.0 ARRIMAN RESIDENCE 0321 SOPRIS CREEK ROAD EMMA, CO 81621 PARCEL ID # 264513200016 O W N E R S BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 561.714.3350 CONSULTANTS ARCHITECT WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 9201727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE,CO CONTACT: MARGE PALMER (1) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER_ NA SOILS ENGINEER HP GEO-TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT NA GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 970-379-8877 ISSUE: PROGRESS: 3.31.15, 3.31.15, 4.1.15 DD 50%: 4.9.15, 4.14.15 CD 10111"14.24.15 PERMIT: 5.1.15 BID: CONSTRUCTION: GARAGE MAIN LEVEL PLAN PROJECT # 1502 FILENAME: 05O2_A2.1 I A2.5 I PRE -FINISHED STANDING SEAM METAL ROOFING TO MATCH EXIST. RESIDENCE 2.25 KW PV SOLAR ARRAY =9 250 W PANELS, ARRAY SIZE NOT TO EXCEED 200 SF. _.-._._._._._._._._.-._._._ ^1 I i I I I I I I I I I I it 00;�( PRE -FINISHED STANDING SEAM METAL ROOFING TO MATCH EXIST. RESIDENCE WALL LINE BELOW (TYP) STAINED 1x8 CEDAR FASCIA (TYP) ---- - - - ---------------------------------------- ROOF --- ---- -- --- - - - ..w ...6E 12 Mi 3 _----- - - I I III PRE -FINISHED STANDING SEAM METAL ROOFING TO MATCH EXIST. RESIDENCE BEAM & COLUMNS BELOW (TYP) STAINED Ix8 CEDAR FASCIA CTYP) R❑❑F PLAN — TWO CAR ❑PTI❑N 1/4" = 1'-0" 0 2 I I I I i I I I ........... _ 15 . 102 - _ N 5�� i I i i I i i i i I Mi 3 _----- - - I I III PRE -FINISHED STANDING SEAM METAL ROOFING TO MATCH EXIST. RESIDENCE BEAM & COLUMNS BELOW (TYP) STAINED Ix8 CEDAR FASCIA CTYP) R❑❑F PLAN — TWO CAR ❑PTI❑N 1/4" = 1'-0" 0 2 0 9 2 0 15 02 102 01 5�� is ARRIMAN RESIDENCE 0321 SOPRIS CREEK ROAD EMMA, CO 81621 PARCEL ID # 264513200016 O W N E RS BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 561.714.3350 CONSULTANTS ARCHITECT WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 920 1727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (V)(970)963-3852 LANDSCAPE ARCHITECT NA --- CIVIL ENGINEER NA SOILS ENGINEER HP GEO-TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT NA GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACT: BILL HARRIMAN (V)970-379-8877 ISSUE: PROGRESS: 3.31.15, 3.31.15, 4.1.15 DO 50%: 4.9.15, 4.14.15 CD 100%; 4.24.15 PERMIT: 5.1.15 BID: CONSTRUCTION: GARAGE ROOF PLAN PROJECT # 1502 FILENAME: 0502 A2.1 Pitkin County JUL 1 3 20'i:I A2m6 Communiry DO -1; 4-r'Trel . �.r CIL, ewb6W, 117-1 ELECTRICAL PERMIT APPLICATION 3 PRION COUNTY COMMUNITY DEVELOPMENT 190 S Galeria St Third Flow Aspen CO 81611 II SPECTION LINE 9708205532 PH: 970.920-5526 FX: 970-9.114.5439 JOB ADDRESS PERMIT NO. (Office use Only) S OC�tZ iS C (?t„Z IC Z� OWNER PARXWA -`-'ONE E1,j I CgjJT C OR ( t r =„S 0�,,,,,r3S�B��U''I\\LDING RSQQUUJtARRE PERrMIST# OCCUPANCY GROUTRI�AJ�VQ)_UATION FOOOTAGE USE OF BUILDING COMMERCIAL AEW RCESSIIDDEGNNT1AL CLASS OF WORK ADDITION ❑ ALTERATION ❑ CONSTRUCTION OLAR 1-1OTHER SERVICE DESCRIBE WORK IN DETAIL (For additions, alterations b atetype^x1nher and location of source of circuits) 1'7V o'�V1P SIw�P (.>2tl-.N AR10- y -"L VS W r L C rtQ I VN, -7-rt-JZ,S i A L. -p�.o 5 O E F:: The uders9ned appkcat to peraoraey perform electrical wtxk on tte desaioed resident Mahe certifies, as a condition d Issuance d such permit, Of nce of such that the abovedscrsrdaropIpi rasisewce is otwrd wtee anal tYw arrwfrad isrratw�wrN slew trrheeeas oacarohon ssu such arowab rrresa ran ase a reae war - a neral and saaabfaatsiad erb b wiwis er�eraawtf warms ' Oar rhNl s be aertaralW awed b the oubae a c understood flat[ compant wdh stent asstmitts e a eonrdbon ofthe France dam electrical pemii tithe appfcant pursuant to the provsions of C R.S. Section 12-23-111 (2) (as ate), and net fail re to cOff” haekr ora be nNRE the electrical permit er any CerlylLafe d 9ON oceWarcy 4aed with respect to the property w resderee Oexnbed. W Pqf SIGN THIS SECTION IF YOU AREA LICENS®CONTRACTOR IF O A LId Signature of Note. Engi eer stamped One-ic PIM regtie6i service Is am 400 amps. $ mvpllape drawings mts[ be done by NICET erg'meer. PAYMENT OF PITKIN COUNTY USE TAX The General O"aaw w Owren atregleedto pay a Use Taw oepotitb Pl9ir G>rty a (5%) -the lxikig Use Tax I Permit Fee 5•!,d-1Zana Double perrni vakrim al time d issaN ttce a0-perfrtb pied utrrr a baldkg pa^n6 are Pad by this depost Payment and shmW not pay Use Tait. Send acre w vmmfs are !7 $ $ I S C .p rewiredb pay a Use rai Deposit l a Pilon Ooa�ri?y (sx) Depost .s% of 50%&poject Rre Marshal ❑ Project Valuation (includes labor) '- 7 o C) a Date_ Exempt. Exempt Organization Approved by HPC ❑ Tax Exempt iD Numb r Property berM may be ~ m the amt's andbr the corhtrxbes property Date: when Use Tax is not ELEC RICAL CONTRACTOR For dl work dote under this permit the pe'rmd®ee accepts ke respor wdny for cm1p,,ance rwpt se Builldii Deartmerit Accepilaince Nab—) Electnc Code and Casty resoknore, ardor Sae laws, whichever app� Fernkt subjed to reimration err SAWN00n to vdtation d ay gwarrrig sere. An acceped ft M electrical utsptcUon MM be Obtilliniad prior 10 rakrg the eladrird sySmm A final el)ectrIcal To Approved BY ��be repaeded vMNn 44 kers after mrtpleting an elects rwtaz �' Dace. 7 `�` LII / L5 Permnvaadadot r Signa�ttuuree�of Elechica/nl }Contract � I �' DateReceipt 8 Total 1 � C 1 ► � � n a � '1.Z9.i� 3ruNZ $ + "15 PnnrJame Erma tldri form Pried this farm Reset this form These plans must be kept at building site or inspection delays may occur. Construction shall conform to these plans. All changes shall be approved by the building official. PARCEL ID #: 273707347851 DRAWING LIST AO.0 INFORMATION APPLICABLE CODES 2009 IBC 2009 I ECC 2009 IMC 2009 IPC 2009 I FGC 2014 -NEC OCCUPANCY R-1 CONSTRUCTION TYPE TYPE 5-N PERMIT # Z> n 36. Z,a 15. Pk a Rvilffil FOR CODE COMPLIANCE HARRIMAN RESIDENCE A1 ADDITIDNGARGE O. ;�ltkm �a 3uL 13 2015 0321 SOPRIS CREEK ROAD ^,ommut ity0evelopmt' BASALT, CO 81621 02092015` 02102015z Am HARRIMAN RESIDENCE 0321 SOPRIS CREEK ROAD EMMA, CO 81621 PARCEL ID # 264513200016 O W N E R S BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 561.714.3350 CONSULTANTS eoruITCPT WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 9201727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 cunaevnD LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER NA SOILS ENGINEER HP GEO-TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT NA GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACT: BILL HARRIMAN (V)970-379-8877 ISSUE: PROGRESS: 2.20.15, 2.23.15 DD 33%: 3.2.15 DO 100%: 3.9.15 CD 50% 3.24.15, 4.14.15 CD 100%: 4.24.15 PERMIT: 5.1.15 BID: CONSTRUCTION: INFORMATION PROJECT # 1502 FILENAME: 0502_A2.1 A0.0 SURVEY Al. 1 SITE PLAN A1.2 PARTIAL SITE PLAN FAR FLOOR AREA CALCULATIONS A2.1 EXISTING FLOOR PLANS A2.2 EXISTING ROOF PLAN A2.3 ADDITION MAIN LEVEL PLAN A2.4 ADDITION ROOF PLAN A2.5 GARAGE MAIN LEVEL PLAN A2.6 GARAGE ROOF PLAN A3.1 ADDITION ELEVATIONS A3.2 ADDITION ELEVATIONS A3.3 GARAGE ELEVATIONS A4.1 ADDITION SECTIONS A4.2 GARAGE SECTION A6.1 CONSTRUCTION TYPES A6.2 CONSTRUCTION DETAILS A7.1 INTERIOR ELEVATIONS APPLICABLE CODES 2009 IBC 2009 I ECC 2009 IMC 2009 IPC 2009 I FGC 2014 -NEC OCCUPANCY R-1 CONSTRUCTION TYPE TYPE 5-N PERMIT # Z> n 36. Z,a 15. Pk a Rvilffil FOR CODE COMPLIANCE HARRIMAN RESIDENCE A1 ADDITIDNGARGE O. ;�ltkm �a 3uL 13 2015 0321 SOPRIS CREEK ROAD ^,ommut ity0evelopmt' BASALT, CO 81621 02092015` 02102015z Am HARRIMAN RESIDENCE 0321 SOPRIS CREEK ROAD EMMA, CO 81621 PARCEL ID # 264513200016 O W N E R S BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 561.714.3350 CONSULTANTS eoruITCPT WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 9201727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 cunaevnD LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (V) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER NA SOILS ENGINEER HP GEO-TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT NA GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACT: BILL HARRIMAN (V)970-379-8877 ISSUE: PROGRESS: 2.20.15, 2.23.15 DD 33%: 3.2.15 DO 100%: 3.9.15 CD 50% 3.24.15, 4.14.15 CD 100%: 4.24.15 PERMIT: 5.1.15 BID: CONSTRUCTION: INFORMATION PROJECT # 1502 FILENAME: 0502_A2.1 A0.0 ARRIMAN RESIDENCE 0321 SOPRIS CREEK ROAD EMMA, CO 81621 PARCEL ID # 264513200016 O W N E R S BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 561.714.3350 CONSULTANTS ARCHITECT WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 9201727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE,CO CONTACT: MARGE PALMER (1) (970) 963-3852 LANDSCAPE ARCHITECT NA CIVIL ENGINEER_ NA SOILS ENGINEER HP GEO-TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT NA GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 970-379-8877 ISSUE: PROGRESS: 3.31.15, 3.31.15, 4.1.15 DD 50%: 4.9.15, 4.14.15 CD 10111"14.24.15 PERMIT: 5.1.15 BID: CONSTRUCTION: GARAGE MAIN LEVEL PLAN PROJECT # 1502 FILENAME: 05O2_A2.1 I A2.5 I PRE -FINISHED STANDING SEAM METAL ROOFING TO MATCH EXIST. RESIDENCE 2.25 KW PV SOLAR ARRAY =9 250 W PANELS, ARRAY SIZE NOT TO EXCEED 200 SF. _.-._._._._._._._._.-._._._ ^1 I i I I I I I I I I I I it 00;�( PRE -FINISHED STANDING SEAM METAL ROOFING TO MATCH EXIST. RESIDENCE WALL LINE BELOW (TYP) STAINED 1x8 CEDAR FASCIA (TYP) ---- - - - ---------------------------------------- ROOF --- ---- -- --- - - - ..w ...6E 12 Mi 3 _----- - - I I III PRE -FINISHED STANDING SEAM METAL ROOFING TO MATCH EXIST. RESIDENCE BEAM & COLUMNS BELOW (TYP) STAINED Ix8 CEDAR FASCIA CTYP) R❑❑F PLAN — TWO CAR ❑PTI❑N 1/4" = 1'-0" 0 2 I I I I i I I I ........... _ 15 . 102 - _ N 5�� i I i i I i i i i I Mi 3 _----- - - I I III PRE -FINISHED STANDING SEAM METAL ROOFING TO MATCH EXIST. RESIDENCE BEAM & COLUMNS BELOW (TYP) STAINED Ix8 CEDAR FASCIA CTYP) R❑❑F PLAN — TWO CAR ❑PTI❑N 1/4" = 1'-0" 0 2 0 9 2 0 15 02 102 01 5�� is ARRIMAN RESIDENCE 0321 SOPRIS CREEK ROAD EMMA, CO 81621 PARCEL ID # 264513200016 O W N E RS BILL AND LEELEE HARRIMAN 0321 SOPRIS CREEK ROAD BASALT, CO 81621 CONTACT: BILL HARRIMAN (V) 561.714.3350 CONSULTANTS ARCHITECT WILLIS PEMBER ARCHITECTS, INC 412 N. MILL ST. ASPEN, CO CONTACT: WILLIS PEMBER (V) 970 920 1727 STRUCTURAL ENGINEER SK PEIGHTAL ENGINEERS LTD 298 PARK AVENUE #301 BASALT, CO 81621 CONTACT: STEVE PEIGHTAL, PE (V) 970.927.9510 SURVEYOR LINES IN SPACE 67 GLENWOOD AVE, CARBONDALE, CO CONTACT: MARGE PALMER (V)(970)963-3852 LANDSCAPE ARCHITECT NA --- CIVIL ENGINEER NA SOILS ENGINEER HP GEO-TECH 5020 COUNTY RD. 154 GLENWOOD SPRINGS, CO 81601 CONTACT: DAN HARDIN (V) 970.945.7988 MECHANICAL CONSULTANT NA GENERAL CONTRACTOR HARRIMAN CONSTRUCTION 280 EAST CODY LANE BASALT, CO 81621 CONTACT: BILL HARRIMAN (V)970-379-8877 ISSUE: PROGRESS: 3.31.15, 3.31.15, 4.1.15 DO 50%: 4.9.15, 4.14.15 CD 100%; 4.24.15 PERMIT: 5.1.15 BID: CONSTRUCTION: GARAGE ROOF PLAN PROJECT # 1502 FILENAME: 0502 A2.1 Pitkin County JUL 1 3 20'i:I A2m6 Communiry DO -1; 4-r'Trel .