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Home My WebLink Aboutpitkin.bldg.264316106050DOCUMENT LAYOUT Certificate of Occupancy or Letter of Completion (most recent project) permits Final Inspections Any Supporting Documents Site Plans (no architectural plans) If there are previous projects they will follow in the same order. Certificate of Occupancy:. Pitkin County Community Development Department` "�" x -: -, -. - Use Classification: SFR Building Permit: 0027.2007.PRBU Building Address: 219 WOODY CREEK PLAZA WOODY CREEK CO 81656 owner of Building: ELDON P. ORTEGA Owner Address: PO BOX 222 WOODY CREEK CO 81656 Group: IRC Type of Construction: VB, MH Use Zone: Description: Parcel ID 264316106050 Lot 50, Woody Creek PUD. 1,669 square foot two -story SFR. This Certificate of Occupancy is for the 1,006 square foot site -built portion which includes two bedrooms, two 314 baths, entry, recreation room, utility room, and crawl space. Comments & Restrictions: This C.O., excludes the HUD portion of the residence; a separate Letter of Completion is issued for the HUD portion. This certificate is issued pursuant to the requirements of the 2003 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 maintenanc Signature of thloq B uilding Official D to _ Note: In all occupancies, except R this certificate must be posted In a conspicuous place near the main exit on the premises for which it is _ Issued. Any alteration or use of these described premises or portion thereof without the written approval of the Building Official shall negate this C O and subject it to revocation LETTER OF COMPLETION Pitkin County Community Development Department Use Classification: - SFR Building Permit: 0027.2007.PRBU Building Address: 219 WOODY CREEK PLAZA WOODY CREEK CO 81656 Owner of Building: ELDON P. ORTEGA Owner Address: PO BOX 222 WOODY CREEK C081656 Group: HUD Type of Construction: MH Use Zone: Description: Parcel ID 264316106050 Lot 50, Woody Creek PUD. 1,669 square foot two -story SFR. This Letter of Completion is for the 663 square foot HUD home which includes one bedroom, one full bath, one kitchen, living room, and storage room. Division of Housing Installation Certification Insignia No. 20835. Comments & Restrictions:: This LOC excludes the site -built portions of the residence; a separate Certificate of Occupancy is issued for the site -built home portion. This certificate is issued pursuant to the requirements of the 2003 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 inspe5tkn and ontenance of the structure and systems. Signature of thief Building Official Date ` Note: In all occupancies, except R, this ceruncate must be posted in a conspicuous place near the main exit on the premises for which It is Issued. Any alienation or use of these described premises or portion thereof without the written approval of the Building OffCial shall negate this letter and subject It to revocation. " ASPEN * PITKIN COMM U ITY DEVELOPMENT DEPARTMENT PITKIN COUNTY CITY OF ASPEN ❑ 130 South Galena 970 / 920 -55 6 970 / 920 -5090 Aspen, CO 81611 970 / 920 -5532 Inspection Line 970 / 920 -5448 Inspection Line Ap Ircant to comp numbered sp aces onl . PERMIT APPLICATION 0 0277 n PERMIT NO. doB ADDRESS ( r Permit OWNE!]N D FD MH CONTRACTOR MAIL ADDRESS A MS ARCHITECT OR ENGINEER OF RE ORD P ADDRESS P RF c CLASS OF WOR E ENERGY CO EE a m VALUATION OF WORK E EXISTING SO FOOTAGE S SQUARE FOOTAGE 7 Type of Cons on on O Occupancy Group L Lot Area O O 11. Is there food service In this building ❑ YES No R Roiai f B�alre N No olsto O Ocn Load 12. Is LPG used? ❑ YES No ! 13. Parcel ID# all 920 -5160 3 6 0t; E NO OF BEDROOMS U Use Zone F Flre Spnnklea Regmred? ❑Yes ON. EXISC A ADDED 14. Description of Work N No of Dwelling Units O OFFSTREET PARKING SPACES Covered U Uncovered Q LJ I { D SPECIAL APPROVALS R REQUIRED A AUTHORIZED BY } DATE 7 H PC PARK DEDICATION PRESUBMITTAL p pPpLICATI0 AC PTED P PLANSOH C CKED E APPROVE F RISS ANCE . ENVIED HEALTH BNG d .r 1 / /, DATE D N B / P PARKS N FIRE MARSHAL NOTICE W S WATER TAP S ASPEN CONSUL SAN DIST THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS O U_ OTHER U I.I 9 M rMHRHH I ONLY WHEN VALIDATED WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE Ener y C fW ' - Plan C L ¢ j Zo ' GM Permit Fee Use Tax Deposit Fee Other Fees Op 1 7/40 �F i v u WHITE -FILE COPY CANARY- APPLICANT ASPEN * PITKIN COMMLI DEVELOPMENT DEPARTMENT PERMIT APPLI PITKIN COUNTY I CITY OF ASPEN ❑ 130 South Galena 970 / 920 -55 970 / 920 -5090 O MO - CATIO , General Aspen, CO 81611 970 / 920 -5532 Inspection Line 970 / 920 -5448 Inspection Line PERMIT NO. m ob ... �, 1„ Permit JOB ADDRESS C d I LEGAL DESCRI 10 2. � O OWNER MAILADDRE55-.� D ZIP PHON 3. - FD FN OWNE U RIZEDAG MAIL ADD ESS ^ PH N� LICENSE NO 4 .630 MH CTO MAIL ADDRESS PHONE LICENSE NO �l MS MS ARCHITECT OR EN EER OF RECORD MAIL ADDRESS PHONE LICENSE NO 6. C SN i CLASS OF WORK 7. ❑ NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ ENERGY DE FEE USE TAX OENSU E G I S p E / `,I JA IT USE OF BUILDING L1 SINGLE FAMILY 11 MULTI-FAMILY 8 • ❑ COMMERCIAURESIDENTIAL ❑ COMMERCIAL El OTHER PLAN CHECK FEE PER MTFE ZONINGFEE r r _ S VALUATION OF WORK 9 EXISTING SO FOOTAGE 1 SQUARE FOOTAGE THIS PERMIT Type of Construction Occupancy Gmup Lot Area Z IT 11. Is there food service in this building ❑ YES ❑ No Size of Beal e� A No of Stones Dee Load 12. S LPG used? ❑ YES ❑ No NO OF BEDROOMS Use Zone Fre Spnnklers Requeetlo Dyes ❑Np 13. Parcel ID# call 920 -516 FaISTimG gyaap v Alarm Systemlegpred? ❑Yes ❑No ,,��.." �� ' 14. Description of Work Cray No of D.velling Units /I OFFSTREET PARKING SPACES Covered Uncovered SP CIALAP REQUIRED AUTHORIZED BY DATE ZON NBC O D_ PARK DEDICATION I V O-1 �� v ENVIRO HEALTH PFESUBMITTAL gPPLICAiION ACCEPTED PLANS CKEO gPPR VEO FOR ISSUANCE ENGINEERING PARKS BV BY BY B DATE DATE DATE / O NATURAL RESOURCES (T/ O ATP FIRE MARSHAL t OTICE SEPARATE PERMITS ARE REQUIRED F ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING WATER TAP C ASPEN CONSOL. SAN DIST OTHER THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED PAYMENT OF PITKIN COUNTY USE TAX ^ I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOV- ❑ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR ❑ DEPOSIT METHOD 5% OF 25% OF THE PERMIT VALUATION PAID 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 CON- AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST C, BE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF STRUCTION OR THE PERFORMANCE OF CONSTRUCTION IT IS MY RESPONSIBILITY TO REVIEW THE APPROVED PLANS AND ANY COMMENTS THAT ARE CONTAINED THEREON WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. AND SEE THAT THE STRUCTURE AND /O ROJECT IS BUILT IN COMPLIANCE WITH ALL ❑ EXEMPT. EXEMPT ORGANIZATION APPLICABLE CODES. E] RESALE STATE 8 PITKIN COUNTRY RESALE NO ' THE DEPOSIT METHOD WILL BE ASSUMED UNLESS OTHERWISE NOTED SIGNATU 0 �1< IDATEI ANYONE WHO USES AND / OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE 5% USE TAX. PRINT NAME PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE CONTRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) THIS FORM IS A PERMIT ONLY WHEN VALIDATED Energy Code Fee Plan Check F& Zoning Fee (o r5"'it J IL WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE Permit Fe" o Use Tax Deposit Fee Other Fees U 1 116 WHITE -FILE COPY ASPEN * PITKIN COMMUNITY DEVELOPMENT DEPARTMENT PERMIT APPLICATION PITKIN COUNTY CITY OF ASPEN ❑ Z 130 South Galena 970 / 920 -552 970 / 920 -5090 OOCI�• eneral Aspen, CO 81611 970 / 920 -5532 Inspection Line 970 / 920 -5448 Inspection Line PERMIT NO. ermit Applicant to complete numbered sp aces onl JOB ADDRESS O I SPECIAL APPROVALS I REQUIRED I AUTHORIZED BY I Di _I (I H PC i 0 ^ . c3 2 - PARK DED IC A TION HELTH `/ � ENVIRO HEALTH PRESUBMITfAL APPLICATyrN ACCEPTED PIANS ECKED APPROVED FOR ISSUANCE ENGINEERING PARKS .7 //(1 NATURAL RESOURCES 0T DATE A k TE PATE 1 2 4 FIRE MARSHAL NOTICE WATER TAP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING gSPEN CONSOL SAN DIST OR AIR CONDITIONING NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS OTHER THIS PERMIT BECOMES N NOT COMMENCED WITHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER WORK IS COMMENCED 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 GOV- ERNING THIS TYPE OF WORK WILL 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 LAW REGULATING CON- STRUCTION 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 AIJD/OR PROJECT IS BUILT IN COMPLIANCE WITH ALL APPI ICARI F nL1DFS� i / _ 0 1 1i (DATE) THIS FORM IS A PERMIT ONLY WHEN VALIDATED Energy Code Fee Plan Check Fee , ZoningtFay , III 1'; Pic; PAYMENT OF PITKIN COUNTY USE TAX ❑ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ❑ DEPOSIT METHOD 5% OF 25% OF THE PERMIT VALUATION PAID AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST BE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY ❑ EXEMPT EXEMPT ORGANIZATION ❑ RESALE STATE & PITKIN COUNTRY RESALE NO THE DEPOSIT METHOD WILL BE ASSUMED UNLESS OTHERWISE NOTED ANYONE WHO USES AND / OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE .5% USE TAX PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE CONTRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE Permit FeC � Use Tax Deppy Fee Other Fees A/1 P o LEGAL DESCRIPTION. V �� 2. �G ) D 0 NER / MAILADDR PHO .�� FD 3. ' / / ,/' ; i� C ` p FN OWNER'S AUTH )ZED AGENT MAIL ADDRESS PHONE LICENSE NO 4. MH CONTRACT MAIL ADDRESS PHONE LICENSE NO MS 5.', RF ARCHITECT OR ENGINEER FRECORD MAILADDRESS PHONE LICENSE NO SN h GLASS OF WORK TERATION ENERGY,CODE FEE \I USE TAX �E L CENSUS CODE G S F E 7• El ❑ ADDITION IFA 11 REPAIR ❑ IP�V USE OF BUILDING WEINGLE FAMILY ❑MULTI- FAMILY PLAN OPEC PERMIT FEE Q ZONING FE Q 8 ' ❑ COMMERCIAURESIDENTIAL ❑ COMMERCIAL ❑ OTHER b 2 VALUATION OF WORK EXISTING SO FOOTAGE SQUARE FOOTAGE Type of Construction Occupancy Group Lot Area 9 $ ( 10. THIS PERMIT 11. Is there food service in this building YES 13 Size of Bulldm No of Stool 0. Load 9 (Total Square -l1 12. Is LPG used? ❑ YES f3' NO OF BEDROOMS Use Zane Fire SprmHere Required? ❑Yes ONO EXISTING ADDED 13. Parcel ID# call 920 -5160 I Alarm S)Stem Regmretl4 ❑Yas [IN. 14. ` / Description of Work 2 .", r1 t/i�..f� /7 No of Dwelling Umts OFFSTREET PARKING SPACES I SPECIAL APPROVALS I REQUIRED I AUTHORIZED BY I Di _I (I H PC i 0 ^ . c3 2 - PARK DED IC A TION HELTH `/ � ENVIRO HEALTH PRESUBMITfAL APPLICATyrN ACCEPTED PIANS ECKED APPROVED FOR ISSUANCE ENGINEERING PARKS .7 //(1 NATURAL RESOURCES 0T DATE A k TE PATE 1 2 4 FIRE MARSHAL NOTICE WATER TAP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING gSPEN CONSOL SAN DIST OR AIR CONDITIONING NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS OTHER THIS PERMIT BECOMES N NOT COMMENCED WITHIN 12 MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER WORK IS COMMENCED 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 GOV- ERNING THIS TYPE OF WORK WILL 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 LAW REGULATING CON- STRUCTION 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 AIJD/OR PROJECT IS BUILT IN COMPLIANCE WITH ALL APPI ICARI F nL1DFS� i / _ 0 1 1i (DATE) THIS FORM IS A PERMIT ONLY WHEN VALIDATED Energy Code Fee Plan Check Fee , ZoningtFay , III 1'; Pic; PAYMENT OF PITKIN COUNTY USE TAX ❑ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. ❑ DEPOSIT METHOD 5% OF 25% OF THE PERMIT VALUATION PAID AT ISSUANCE. A FINAL REPORT ON TOTAL ACTUAL COST MUST BE FILED WITH IN 90 DAYS OF SUBSTANTIAL COMPLETION OF WORK AND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY ❑ EXEMPT EXEMPT ORGANIZATION ❑ RESALE STATE & PITKIN COUNTRY RESALE NO THE DEPOSIT METHOD WILL BE ASSUMED UNLESS OTHERWISE NOTED ANYONE WHO USES AND / OR CONSUMES BUILDING MATERIALS AND FIXTURES IN PITKIN COUNTY IS SUBJECT TO THE .5% USE TAX PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE CONTRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE Permit FeC � Use Tax Deppy Fee Other Fees A/1 P o PLUMBING PERMIT APPLICATION 2 PITKIN COUNTY ❑ COMMUNITY DEVELOPMENT DEPARTMENT CITY OF ASPEN ❑ 970/920 -5526 130 S. Galena 970 / 920 -5090 970 / 920 -5532 Inspection Line Aspen, CO 81611 970- 920 -5448 Ins tion Line lip 67 ; fPP0fP NO. JOB ADDRESS I ype of Fuel: UII O Natural Gas P LPG fT WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION' Yes 11 No i] If yes, a plan review is required. Describe work: n T l OWNER MAIL ADDRESS O ZIP P ONE CONTRACTOR MAILADDRESS P ONE CITY LICENSE NO STATE LICENSE NO USE OF BUILDING COMMERCIAL ❑ RESIDENTIAL 4Fr BUILDING PERMIT NO oo 7-:7. o0 CLASS of WORK EW DDITION 71 ALTERATION ❑ REPAIR Is there a restaurant in this building? Yes ❑ No I ype of Fuel: UII O Natural Gas P LPG fT WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION' Yes 11 No i] If yes, a plan review is required. Describe work: n T PERMIT FEES NO TYPE OF FIXTURE OR ITEM FEE Water Closet (Toilet), Bidet Bathtub Lavatory (Wash Basin) Shower Kitchen Sink & Drsp Dishwasher Laundry Bar, Utility Sinks Clothes Washer Floor Sink Floor Drain SPECIAL CONDITIONS Water Heater M /BTU ea. Gas Systems If Outlets //�� ,�. L/L/ Water Piping & Treating Equip Other APPLICATION CEPTED PLAN CHECKED APPROVED FOR ISSUANCE f G By _ _ — By _ By / Da✓/ 7- e b Date Deal L l Plan Review $ NOTICE I I Facture Fee $ Permit $ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR SUBTOTAL $ ABANDONED FOR A PERIODOF 180 DAYSATANY TIME AFTER WORK IS COMMENCED IFTHIS PERMIT IS ISSUEDTOA PROPERTY WITHINTHEASPEN CONSOLIDATEDSANITATION DISTRICT THE PROPERTY OWNER IS RESPONSIBLE FOR ADDITIONAL SEWER USE FEES Use Tax $ TOTAL DUE $ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAMETOBETRUEANDCORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OFAPERMITDOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE P ORMA O ONS TI U` /G SELECTION OF METHOD FOR PAYMENT OF USE TAX O MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. fT DEPOSIT METHOD.' /, aft %OF THE MATERIALS VALUATION PAID NOW S DNATUR of corvT RA HoRlz Em (DATE) AT ISSUANCE. FINAL REPORT ON TOTAL ACTUAL MATERIALS COST MUST BE FILED WITHIN 90 DAYS AFTER COMPLETION OF WORK. GENERAL CONTRACTORS CHOOSING THIS METHOD MUST REPORT PRINT NAME x SlUNAIUHEOFOWNf:HdI D 1/ UILDE (DATE) / AND REMIT TAX FOR ALL SUBCONTRACTORS THAT DO NOT OBTAIN he demp Con TM1e untlerngnetl appl¢ personally petlorm plumbing work on the described property or residence hereby edmes, as a cenddwn ala aceorepohpermn, that above described property or residence THEIR OWN PERMIT MATERIALS VALUATION' owned by the appLcard that the applicant is nor engaged in the business of constmctron or remodeling, and such properly Is not intended for sale or mrsh , nor is R rental property (occupied or to be occupied by tenants, whether tmnsie torpermanent ),norwlrbtbegerreralycmntothepubllo wsundamtoodthamompllapcewnhtbeseaeanra ncee O EXEMPT STATE & PITKIN COUNTY RESALE NO is a condlbon pride issuance pia plumbing permutothe applicant pursuantto the provisions of C R S Section 1238 - na( z) ( as amended), and that ailure to comply herewith wel be grounds for revocation of plumbing hands or any EXEMPT ORGANIZATION cednmate of occupancy Issued with respect to the property or residence described Apphcaa Data L 1 y - -1 (1 [ Permit Validation t/z o 1- 7 is R sit afro U COPIES: WHITE —FILE COPY YELLOW —APPLI�T �' Plumbing /Mechanical Permit is being Issued on the condition that all Items requested are on the approved pl evlat)on shah qechange order /removal at the applicant's expense. ALL PLUMBING AND MECHANICAL PERMITS ARE REQUIRED THE JOB SIT n 0 z D 1 Z D m x Ed Z M Z C W m x r 1 J °C MECHANICAL PERMIT APPLICATION 4 PITKIN COUNTY ❑ COMMUNITY DEVELOPMENT DEPARTMENT CITY OF ASPEN ❑ 970/920 -5526 130 South Galena 970/920 -5090 970/920 -5532 Inspection Line Aspen, CO 81611 970/920 -5448 Inspection Line _ _ O 3 5�. �t� `b _ T 1v_k_c� rermit # JOB ADDRESS -ti l/. /" V� / — S OWNER MAIL ADDRESS ZIP PHONE P OWNER'S REPRESEN IVE MAIL ADDRESS HON LICENSE NO M HANICAL CONTRACTOR MAIL ADDRESS PHONE LICENSE NO USE OF BUILDING GENERAL CONTRACTOR BUILDING PERMIT NO U U a_'� . 2-0 0 `7 CLASS OF WORK NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR IS THERE A RESTAURANT IN THIS BUILDING? YES ❑ NO WILL PENETRATIONS BE MADE IN FIRE RESISTIVE CONSTRUCTION? DOES THIS BUILDING REQUIRE HPC REVIEW? YES ❑ NO E] YES, WILL REQUIRE A PLAN REVIEW J NO DESCRIBE WORK Type of Fuel: Oil ❑ Natural Gas ❑ LPG ❑ PERMIT FEES NO. TYPE OF EQUIPMENT FEE < Forced Air Systems — Gravity Systems —B TU Wall, Suspended or Unit Heaters Dryer Vent Appliance Vent ADDITIONAL MECHANICAL PERMIT MAV BE REQUIRED Mg., Refri ., Coolin , Absorption Unit Repair, Alteration or Addition to Existing System SPECIAL CONDITIONS Boilers (Includes vent) B.T.U. AFLIE % Air Handling Unit O.F.M. Evaporative Coolers Ventilation Fan APP PTEO ev DATE � HK By PIANS CHECKEn ev APPROVED FOR ISSUANCE a Range Hood Gas "piping" DATE DATE OpTB 1 11 Gas L o A Nance � pp Other NOTICE This permit becomes null and void if work or construction authorized is not com- menced within 180 days, or if construction or work is suspended or abandoned for a period of 180 days at any time after work is commenced. If this permit is issued to a property within the Aspen Consolidated Sanitation District, the prop- erty owner is responsible for additional sewer use fees. 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 does not presurr� Nve; 0rity t0 vio late Or cancel the provisions Of any other stateor JOltal I constmction or the performance Df Con- traction. r _ Plan Review $ Fixture Fee $ Permit $ _ SUBTOTAL $ Use Tax $ TOTAL FEE $ PAYMENT OF CITY OF ASPEN AND PITKIN COUNTY USE TAX The General Contractor or Owner Builder is required to pay a Use Tax Deposit to both City of Aspen (2.1 %) antl Pltkln County (.5 %) on the building permit at time of issuance. All sub - permits pulled under a building permit are paid by this deposit payment and should not pay Use Tax. Stand -alone Permits are required to pay the Use Tax Deposit to both City of Aspen (2.1 %) and Pltkin County (.5 %) at time of permit Issuance since they are not covered under a building permit. Stand -alone Use Tax Payment ❑ Deposit: City of Aspen: 2.1 % of 50% of project valuation (first $100,000 Is exempt) Pitkin county: .5 %of 50% of project valuation ❑ Exempt: Exempt organization SIGN RE OFC DR 0 IZED E )ATE PRINT nA �/- .. �,/ i' -r'/` �. -s ✓ -' ^— �/' �_ SIGNATURE OF OWNER (IF OWNER e DER DATE Permit Validation 0.5 L 15 L tJ fG Plumbing/Mechanical Permit is being issued on the condition that all items requested are on the approved la deviati f shall require a or removal at the applicant's expense. ALL PLUMBING AND MECHANICAL PERMITS ARE REQUIRED T E ON IS BEING INSTALLED ON AN HISTORIC PROPERTY OR WITHIN AN HISTORIC DISTRICT, YOU MUS BMIT P A R E CATING THE LOCATION OF THE EQUIPMENT, AS WELL AS THE EXACT DIMENSIONS OF THE UNIT BEING IN LEp COPIES WHITE —FILE COPY VELLOW— APPLICANT Z/ O Z D 1 Z D 3 n m r r v Z FI m 0 6� MECHANICAL PERMIT APPLICATION 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 le� t, C� I k 0000 P L7(A IP CX� g -_aaoI0 ��sc PERMIT NO. (Offic Use Only) JOB ADDR S � I q OWNER. MAILI D SS�,_ PH ONE - I n M17CFJANIUAL C RACTOR MAILING ADDRESS PHONE USE OF BUILDING ❑ COMMERCIAL WGIDENTIAL BUILDING P RMI NO b 2vv . r IS THERE A CLASS OF WORK NEW ❑ADDITION ❑ALTERATION ❑ SOLAR RESTAURANT IN THIS BUILDING? ❑ YES ❑ NO WILL PENETRATIONS MADE IN FIRE RESISTIVE CONSTRUCTION? ❑ YES, WILL REQUIRE A PLAN REVIEW ❑ NO TYPE OF FUEL ❑ OIL ❑ NATURAL GAS ❑ LPG DESCRIBE WORK. NO TYPE OF EQUIPMENT FEE ti Forced Air Systems — Gravity Systems — B T U. Wall, Suspended Or Unit Heaters Dryer Vent App liance Vent Heating, Refrigeration, Cooling, Absorption Unit ADDITIONAL MECHANICAL PERMIT MAY BE REQUIRED Repair, Alteration or Addition to Existing System SPECIAL CONDITIONS: Boilers (includes vent B T U Air Handlina Unit C F M NOTICE This permit becomes null and void ff 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 "Piping" I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of lam 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 not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction Other Fixture Fee SI NAT F CON RA TO DATE Permit Fee r ` _ PRINT NAME ® r [ �/y 00 S IGNATURE OF OW ER (IF OWNER BUIL E ) DATE SUBTOTAL PERMIT VALIDATIO Use Tax - APPLICATION HPC: PLANS APPROVED FOR Date Receipt # TOTAL FEE ACCEPTED: CHECKED I SU N CE BY BY B/I Z�I a �� / C/ OO e!/ DA1 . DATE: DATE. DI O I • PAY NT dF 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. 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 $ o 5 Exempt: Exempt Organization Exempt ID # Propert 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 order /or 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. CJ U' ;A18 ELECTRICAL PERMIT APPLICATION 3 PITKIN COUNTY ❑ COMMUNITY DEVELOPMENT DEPARTMENT CITY OF ASPEN ❑ 970 /920-5526 130 South Galena 970 / 920 -5090 970 / 920 -5532 Inspection Line Aspen, CO 81611 rte/ 970 / 920 -5448 Inspection Line D�J T%o�OO r T �' JOB ADDRESS (# AND STREEM OWNE P ELECTRICAL O TRA OR MA NG ADDRESS IP PHO E SOLO LIC # � PERMIT # 007 aoo7..P O CUPANCY GROUP $ E CTRICAL VALUATION a DOO QUAR OTAGE D TTS OF BUILDING L COMMERCIAL ❑ SIDENTIAL — CLASS OF WORK FE ADDITION ❑ ALTERATION NEW ❑ CONSTRUCTION SERVICE ❑ OTHER DESCRIBE WORK IN DETAIL (FOR ADDITIONS, ALT RATIONS, INDICATE TYPE, NUMBER AND LOCATION OF SOURCE OF CIRCUITS C OWNER/APPLICANT. The undersigned applicant to personally 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 pur- suant to the provisions of C.R S. Section 12 -23 -111 (2) (as amended), and that failure to comply herewith will be grounds for revocation of the electrical permit or any certificate of occupancy su wit s ect t he property or residence described. Applicant: Date —� PAYMENT OF PITKIN COUNTY USE TAX ❑ MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED USE TAX PERMIT FEE DOUBLE ,/ 0 DEPOSIT METHOD ' /.of 1% OF MATERIALS VALUATION PAID NOW AT ISSUANCE A FINAL REPORT ON F TOTAL ACTUAL MATERIALS COST MUST BE FILED WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION $ $ APPROVED BY FIRE MARSHAL DATE OF WORK AND /OR ISSUANCE OF CERTIFICATE OF OCCUPANCY, MATERIALS VALUATION $ EXEMPT EXEMPTORGANIZATION ❑ RESALE STATE AND PITKIN THE DEPOSIT METHOD WILL BE ASSUMED ULESS OTHERWISE NOTED ANYONE WHO USES AND /OR CONSUMES MATERIALS AND FOCTURES IN PITKIN COUNTY IS SUBJECT TO APPROVED BY HPC DATE THE 5% USE TAX, PROPERTY LIENS MAY BE PLACED ON THE OWNER'S AND /OR THE CONTRACTOR'S PROPERTY WHEN 71 THE USE TAX IS NOT PAID NOTICE For all work done under this penult, the permittee accepts full responsibility for compliance with BU DING PARTMENT ACCEPTANCE A ev the National Electric Code, the City of Aspen ordinances, and all other county resolutions, city ordl- nances, state laws, whichever applies Permit subject to revocation or suspension for violation of any laws governing same An accepted final electrical inspection shall be obtained prior to using 0 z the electrical system. A fin electrical Inspection shall be requested within 48 hours after complet- MIT VALIDATIO I an electir II On SIGNATU O! P CANT Q DATE DAT !!! T E /�� CEIPT# TOTAL INT NAME O O z D Z D m � O z m z C 3 W m C r . I WHITE —FILE COPY YELLOW— APPLICANT RavO6dTM9]0 CR ( l o " �4 d l ea Ll� AFFIDAVIT OF OWNER- BUILDER r Property Address: ZD 66 so The owner must sign this affidavit. The undersigned owner - builder as or will satisfactorily complete the examination for owner - builder. City of Aspen Ordinance No. 55, Series of 1999. Section 8.12.030. Pitkin County Ordinance No. 61, Series of 1999. Section 10 -4. Issuance of permits only to license holders or agents, and owner - builders. (a) On any work requiring a building permit(s), the permit(s) shall be issued only to licensed contractors, authorized representatives of licensed contractors, and owner - builders. (b) For purposes of this article, an "owner- builder" is an individual personally engaged in the construction (new or remodel) of a single - family residence or accessory building for his or her own use. The following requirements shall apply to owner - builders seeking permits for construction: (1) The owner- builder shall not be issued more than one building permit for new home construction in any two year period and not more than one building permit at a time; (2) The owner- builder has read applicable regulations and provisions of this article and applicable state law and affirmed in writing that the proposed project will comply with all such requirements; (3) It is the responsibility of the owner - builder to see that all paid personnel shall be covered by worker's compensation insurance as required by state law; (4) The owner - builder must be present at the worksite during all inspections and conferences with the Building Division, unless prior arrangements have been made with the building officials. In the event that any of the requirements listed above are not met at any time during the course of a permitted project, the Chief Building Official may suspend or revoke the owner- builder's permit. In the case of a suspended building permit the owner - builder shall have a reasonable time to correct the problem. If not corrected within the time period, the permit may be revoked. In the case of either a suspended or revoked building permit, the owner - builder may ask for a review at the next scheduled building code Board of Appeals meeting. All of the foregoing representations are true and correct. The owner - builder acknowledges and intends reliance on the representations in this affidavit as a basis for the issuance of a building permit for the project 1 t -f Owner-builder's signature ` Print Name OY j w Date jo 1 ' ! _ 10 InspCList.rpt 917/2010 g:06:04AM Inspection Check List PITKIN COUNTY Inspection Line:920 -5532 Page: 5 Inspection Schedule for brianpa Scheduled for September 07, 2010 Permit No: 0027.2007.PRBU Type: 133 FINAL BUILDING INSPECTION Notes: Time: 12:00 DESCRIPTION:# StoriesGarage:Attached_Detached Carport Bedrooms Full Bath 3/4 Baths 1/2 Baths_ Kitchen_ ACCESSORY UNIT:Living Kitchen Bath Bedroom Other: Fireplace: Maker: Gas Appliance: Maker: Gas Log: Inspection Resu s 1 -Accepted 2 - Accepted as Not4w 3 - Rejected 4 - Partial /Not Complete Reinspection Fee $$$ Comments: CQVIf ID>% l N 51 U 01 p Vrc av I t�p-� 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 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. Date{ Signature ofApplican� Dateg r Signature of Inspector Address Contact Name: 219 WOODY CREEK PLZ Print Print Name rQ+.� Contact # (970) 948 -7887 Contractor: OWNER/ BUILDER u, ]' l 1 Owner: ORTEGA Page: 5 InsPCList.rvt Inspection Check List Page: 2 17."1'2010 8:32:52AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for brianpa P Scheduled for July 13, 2010 ermrt# 0027.2007. PRB U Type: 133 FINAL BUILDING INSPECTION Notes: DESCRIPTION:# Stories _Garage:Attached_Detached Carport Bedrooms Full Bath_3 /4 Baths 1/2 Baths Kitchen ACCESSORY UNIT:Livina KitrhPn P.th ova...,.... ace:Maker: Gas Log: Comments: 1 - Accepted 2 -Accepted as Noted _ 3 - Rejected Reinspection Fee $ Time: 1200 4 - Partial /Not Complete 6 6 ,� L,- 7/13/0 219 WOODY CREEK PLZ Contractor: OWNER/ BUILDER Owner: ORTEGA 00 j012 Page:2 Ins - +rpt Inspection Check List Page: 10 5112/2010 8:36:48AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for tomp Scheduled for May 12, 2010 Permit# 0154.2008 PELE Type: 226 FINAL ELECTRICAL Notes: -TV6--77?U'J P+YS'� Time: 12:00 Comments: 1 - Accepted 2 - Accepted as Noted Reinspection Fee $ 3 - Rejected 15 116 4 - Partial /Not Complete Add ress Contact Name: buddy Contact # 219 WOODY CREEK PLZ Contractor: OWNER/ BUILDER Owner: ORTEGA FI`, (( la q ; 1 -` Page: 10 InsPCList.rpt 4/712010 8:45:02AM Inspection Check List COUNTY OF PITKIN Inspection Line:920 -5532 Page: 4 Inspection Schedule for tomp Scheduled for April 07, 2010 Permit# 0154.2008. PELE Type: 226 Notes: FINAL ELECTRICAL Comments: 1 Time: 12:00 1 -Accepted Rf 2 - Accepted as Noted 3 - Rejected 411-711 1? 4 - Partial /Not Complete Add Contact Name: buddy Contact # (970) 948-7887 219 WOODY CREEK PLZ Contractor: OWNER/ BUILDER Owner: ORTEGA Page: 4 30 ;;14 Insi3CList.n3t Inspection Check List Page: 12 112.412009 7:45:31AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for tomp Scheduled for November 24, 2009 Permit# 0154.2008. PELE Type: 226 FINAL ELECTRICAL Time: 12:00 Notes: please call ahead and make arrangements Comments: 1 - Accepted 2 - Accepted as Noted 3 - Rejected /\ 4 - Partial /Not Complete Reinspection Fee $ Address Contact Name: Buddy Contact # (970) 948-7887 219 WOODY CREEK PLZ Contractor: OWNER/ BUILDER Owner: ORTEGA Page 12 70, 1 `:1 1 InspCList.rpt 613 'zn10 8:33:10AM Inspection Check List COUNTY OF PITKIN Inspection Line:920 -5532 Page:1 Inspection Schedule for joannas Scheduled for June 03, 2010 Permit# 0027.2007. PRBU Type: 501 Comments: Notes: Time: 12:00 ZONING INSPECTION 1 -Accepted 2- Reinspection Fee $ Accepted as Noted _ 3 - Rejected 4 - Partial /Not Complete � U Address Contact Name: Buddy Contact 219 WOODY CREEK PLZ Contractor: OWNER/ BUILDER Owner: ORTEGA Page: 1 InspCList.rpt 0/2/2010 8:44:12AM Inspection Check List COUNTY OF PITKIN Inspection Line:920 -5532 Page: 13 Inspection Schedule for catherin Scheduled for June 02, 2010 Permit# 0027.2007. PR B U Type: 502 Notes: Comments: PLANNING ENGINEER INSPECTION Time: 12:00 1 - Accepted 2 -Accepted as Noted 3-Rejected 4 - Partial /Not Complete Reinspection Fee $ 3/- 11 219 WOODY CREEK PLZ Contractor: OWNER/ BUILDER Owner: ORTEGA Page: 13 RURAL AREA RESIDENTIAL GMQS TRACKING WORKSHEE y� Parcel I D g -?�q -3 - 1 �[� if C0 050 Perr 3712007• Vested as of June 19, 2000 and Still Vested? Rural Area Sub -Area ❑ Yes ❑ Roaring Fork No ❑ Crystal River FryiCg Pan Legal Status W :1 Pre -1978 Legally Created, Not Merged Parcel or Subdivision Lot ❑ Post -1978 35 acre Roaring Fork or UGB parcel ❑ Pre -June, 2000 BOCC Approved Subdivision ❑ Pre - January, 2000 Crystal or Frying Pan 35 acre Parcel Post -June, 2000 Subdivision Lot or 35 acre Parcel Exemption from Competition ❑ 5750 Exemption ❑ Agricultural Building :1 1000 sq ft. Addition ❑ TDR ❑ Remodel ❑ Historic Preser aticn ❑ Reolacement —ems AH Zone Distn,as ❑ Category 1-4 Not in AH Zone (Density Bonus only) ❑ R O ❑ CDU (Density Bonus only) ❑ Large Lot (500 ac & RS' Existing Floor Area 70 sq. ft. + Proposed Floor Areasq, ft = Resultant Floor Area sq, ft. Exempt Ag Floor Area n sq. ft. Exempt Sub -grade or Garage Floor Area 0 sq. ft of Units Approved by Permit Amount of 5750 Exemption Used by All Development on Property sq, ft. Amount of 1000 s Exemption Used by Permit sq otai Floor Area Exempt b R(s) sq. ft Floor Area Exempted by TDR Used by mit sq ft TDR Certificate GMQS Approval» Additional Floor Area Allocated for Additional Floor Area Used sq. ft. F oor Area for New Developmen Allocated Floor Area Allocation for New Development Used sq ft 6 d 62c i��cxk { dklk 0 A� f jD"-' � 1 -Z -" -J w 4AO �I cn cam, k fa A _' X Z(D = U7 ----- 2C, 3W Prescriptive Package Worksheet Energy Conservation Code (IECC) Builder Name fit/ Builder Address 1 Building Address Proposed comments R -Value e�ra� Zone Number Pack Number L- IECC Edition A 7 Submitted By �,' - Phone Number c f ✓ Glazing Area loo I (5.5 = 175 Glazing Area Gross Wall Area R -Value D) ffintinn Ceiling y R- 32 Wall R- Floor Over Unconditioned Space R- Floor Over Outside Air R- Basement Wall� R- -2- Slab Floor R- 4 CrawiSpaceWall �V�` } o IGt R- U- Factor Description Proposed Comments U -Factor Glazing y U- Opaque Door U- Equipment EfficienCY (This section may be left blank if Normal is selected on the right.) Heating AFUE/HSPF Cooling SEER & Model Number Enforcement Agency: Permit # Checked By Date I - Z % Maximum Glazing Area Minimum R -Value R- 3 R 4 R- 1C' R- 38 M Maximum U -Factor U- .3:� u- 0.35 Check One Normal • High Heating • High Cooling • High Heating & Cooling Statement of Compliance: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the International Energy Conservation Code.. L % Proposed Glazing Area City ofAspen / Pitkin County Pitkin County T� Cm of Asr¢x Efficient Building Prozram OWNER: PROJECTADDRESS: PARCEL ID #.' qtr' r't CONTACT NAME: CONTACT NUMBER: V CONTACT E -MAIL ADDRESS: PERMIT #: 7 4 %., ' Y, n ', 4 P,�U t t (circle all that apply) TYPE OF PROJECT. NE SCRAPE -OFF ADDITION New constructionsquare footage: ; 1, ! Points required: Interior remodel square footage: Points required: Additionsquare footage: :; i!� Points required: Detached garag sq uare footage: Points required: TOTAL POINTS REQUIRED I ITOTAL POINTS ACHIEVED i X ° i P lease o City ofAspen/Pitkin County Efficient Building Program Checklist W c o read the EB Guidelines prior to completing the Checklist. The EB Guidelines serve as the official code document for this program. LEGEND o 21 = Shaded box indicates mandatory compliance for all projects (14 for new houses 121 for additions /remodels) z C7 70 = Dark outline indicates mandatory measures for publicly- funded affordable housing projects (PFAH) N z S = Self - certified (Applicant's signature on this checklist serves as certification.) 0 U 1 -5 = Inspected (PC: Plan Check, 1 Foundation, 2. Framing; 3 Insulation, 4. Rough -in; 5: Final) a Co P = Prerequisite (These measures must be achieved for the subsequent points to be earned.) z Quantity Levels = QL 1 = 10% - 25 %; QL 2 = 26% - 50 %; QL 3 = 51% - 75 %; QL 4 = 76% - 100% 2.0 DECONSTRUCTION / DEMOLITION & CONSTRUCTION DEBRIS RECYCLING PC_ 1 3, 4 -37 3 21 Deconstruction Plan submitted with permit application (remodels and /or scrape -offs only) 22 IDemolition debris reduced (4 points required of remodels and /or scrape -offs; select from 2.2.1 - 2.2 6) 2.2.1 Wood recycled / composted ( >- 75% of all wood) 1 3 2.2.2 Metal recycled ( z 90% of all metals) 1 3 22.3 Concrete recycled ( x 75% of all concrete) 1 2 22.4 Carpet pad recycled (90% of all carpet pad) 1 2 2.2.5 Compaction (grinding, shredding, crushing, etc.) 1 6.24 22.6 Material salvaged for reuse (6 points per level) S 1 S 1 3 4-10 14 12.3 Deconstruction materials donated to a non -profit organization 2.4 Construction debris recycled (4 points required of all new construction & PFAH projects, select from 2 4 1 - 2.4 3) 241 Wood scrap recycled / composted (1 point per Quantity Level) S 1 2 1 24.2 Metal scrap recycled ( 2 90% of all unused metals) S 1 14 1 24.3 Cardboard recycled It point per Quantity Level) (( 2 Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 1 . 2 Edition 9/03 City of Aspen / Pltkin County Efficient Building Program Page 2 J f12 USE OF RESOURCE EFFICIENT MATERIALS Part Il of section 2.0 S 5 -20 2.5 Reclaimed lumber (5 points per Quantity Level) S 5 -20 26 Reclaimed exterior trim / siding / interior trim / flooring (5 points per Quantity Level) S 1-4 2.7 Recycled- content carpet (1 point per Quantity Level) S 1-4 2.8 Recycled- content in decking materials (1 point per Quantity Level) S 1-4 29 Recycled- content sheathing (1 point per Quantity Level) S 1-4 2.1 Recycled- content or fiber cement siding (1 point per Quantity Level) S 1-4 2.11 Recycled - content ceramic tile (1 point per Quantity Level) S 1.4 2.12 Recycled - content roofing (1 point per Quantity Level) S 2 -8 2.13 Rapidly renewable content flooring used (2 points per Quantity Level) S 2 2.14 Built -in kitchen recycling center to include two or more bins Sub Total 1 1 -3 3 3.0 LAND USE AND WATER CONSERVATION 3.1 Simple Footprint 3.1.1 5 4 exterior corners (no points for 3 1 2 or 3 1.3) - 1 2 31.2 5 6 exterior corners (no points for 3 1.1 or 3 1.3) 1 S 1 1 -5 1 31.3 `- 8 exterior corners no points for 3.1.1 or . 3.2 Xeriscape Landscaping (2 points required of all PFAH projects; select from 3.2.1 - 3.2 5)) 3.21 Addition of organic material to and aeration of soil S 1 3.2.2 Reduction of turf areas ( 5 25% of landscaped area or 3000 sq. ft. whichever Is smaller) S 1 3.2.3 All planting beds mulched with wood chips at least 2" deep S ,•,' 1 3.2.4 Appropriate use of low- water - demand plants S 5 1 1 -13 1 3.2.5 Zoned irrigation system 3.3 Water conservation by performance (2 points required of all PFAH protects, select from 3.31 - 3 34) 3.3.1 One point for each gallon per minute savings over code requirements 5 1-4 3.3.2 _! -flush toilet - (1 point for each Toilet, no credit for toilet under 3.3.1) 5 2 -8 3.33 Composting toilet (2 points for each toilet, no credit for toilet under 3.3.1) 5 a 1 3.34 Only one showerhead in all showers 5 ,.y 5 14 Drip Irrigation or no irrigation 5 1 1.4 13.5 Engineered /vegetated swales to filter stormwater runoff (1 point per Quantity Level of filtered run -off) 5 1 1 1.10 3.8 j 3 3.6 Planting trees beyond required trees (1 point for every tree over requirement) 3.7 Save and reuse all topsoil and /or excavated fill on site 17.1 Topsoil reused on site (Indicate storage location on site plan ) 1 '� 5 372 100% of excavated fill reused on site (Indicate storage location on site plan ) S `? 2.8 3 8 Site -rock reclaimed on site (2 points for per level, Indicate storage location on site plan.) S 4 3.9 Non - potable water used for irrigation S 2 -8 1 3 1 Pervious materials in "hardscape" areas (2 points per Quantity Level) Sub Total 2 242141 3-121 4.0 FRAMING & MATERIALS Incorporate optimal value engineering (OVE) framing techniques (6 points required of all PFAH projects) 41.1 24" O.C. studs (3 points per Quantity Level for all framing) 2 I 2.8 41.2 Two -stud corners (2 points per Quantity Level for all framing) 2 2 -8 4.1 3 Efficient headers (2 points per Quantity Level for all framing) 2 2 -8 41 4 Stacking joists /studs - eliminating double top plate (2 points per Quantity Level) 2 3 4.1.5 Building with 2' increments ( ? 75% of footprint) PC 3 4.1 6 All framing members shown on drawings in plan and elevation 2 14 1-4 14.2 Oriented Strand Board in subfloors (1 point per Quantity Level) 2 1.4 143 Oriented Strand Board in wall sheathing (1 point per Quantity Level) 2 2 -8 144 Low -toxic Oriented Strand Board (OSB) (2 points per Quantity Level) 2 2 -8 14.5 Finger- jointed studs or engineered studs for wall framing (1 point per Quantity Level) S 2 1-4 14.6 2 -88 4.16 Finger- jointed interior trim (1 point per Quantity Level) 4.7 FSC certified material 4.7.1 FSC certified sustainably harvested lumber (4 points per Quantity Level) 5 4 -16 4.7.2 FSC certified cedar shakes and /or shingles (4 points per Quantity Level) 5 4-161 4.7.3 FSC certified trim and flooring (4 points per Quantity Level) FRAMING & MATERIALS continued on next page . 2 Edition 9/03 City of Aspen / Pltkin County Efficient Building Program Page 2 J f12 2 nd Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 3 r;,j , f 0 J 11 J ._. 4.0 FRAMING & MATERIALS continued 5 4 -16 4.74 FSC certified cabinets (4 points per Quantity Level) 5 4 -16 47.5 FSC certified windows and /or doors (4 points per Quantity Level) 5 2 -8 4.7.6 FSC certified outdoor structures, decking and landscaping forms (2 points per Quantity Level) 2 -68 48 SFI certified material 2 3.12 4.8 1 SFI certified sustainably harvested lumber (3 points per Quantity Level) 5 3 -12 48.2 SFI certified cedar shakes and /or shingles (3 points per Quantity Level) 5 3 -12 4.8.3 SFI certified trim and flooring (3 points per Quantity Level) 5 1 1 3-121 484 SFI certified cabinets (3 points per Quantity Level) 5 3 -12 485 SFI certified windows and /or doors (3 points per Quantity Level) 5 2 -8 4.86 SFI certified outdoor structures, decking and landscaping forms (2 points per Quantity Level) 2 1-4 4.9 Engineered Lumber used in floors and roofs (1 point per Quantity Level) (3 points required of all PFAH projects) 2 2 41 Engineered lumber used to replace 2x10s or 2xl2s for structural applications (z 75% structural material) 2 5 -20 4.11 Structural alternatives to wood -frame construction (5 points per Quantity Level) 2 2 -8 4.12 Structural Insulated Panels (SIP's) used for exterior walls and /or roof (2 points per Quantity Level) 2 1-4 4.13 Factory-built or panelized construction (1 point per Quantity Level) 1 2 4.14 Recycled- content Insulated Concrete Forms (ICF's) used ( 2 75% of all insulated concrete forms) 1 1-0 14.15 Insulated Concrete Forms (ICF's) (1 point per Quantity Level) S 1 2 416 Non - solvent based foundation waterproofing (100% of foundation wall) 1 3.12 4.17 Frost - protected shallow foundation (3 points per Quantity Level) 1 1 1-4 1 418 20% or more flyash content (1 point per Quantity Level) Sub Total 5.0 ENERGY MEASURES PC 1 1.10 5.1 Performance exceeding the Model Energy Code 98 2 standard for APECC (1 pt for every 5% better) (4 pts for PFAH) S 1 1 15.2 Window quilts or insulated window shades installed (z 75% of all exterior windows) PC f 1 153 Mechanical equipment centrally located 5 5 15A Energy Star® house ( 5 star rating on an E- StarTM) PC 1 3 15.5 Energy 10 analysis 3 1 1 5.6 All ductwork sealed with mastic 3 'f - 5.7 Insulate all hot water pipes to all locations to R -2 5 3 3 58 Unvented crawlspace (conditioned, insulated walls, continuous vapor barrier, no vents, etc.) 5 5 2 5 -10 5 5.9 Side -arm hot water heater 5.1 Energy - efficient boiler or furnace 5.10.1 87% (min ) efficient boiler or 94% (min ) efficient furnace 5 5 5.10.2 Modulating or sequentially staged boilers 5 3 5.11 Outdoor reset thermostat control 5 4 5.12 High - efficiency gas hot water heater (stand alone units only) PC 3 5.13 Manual J calculations used for sizing mechanical equipment Sub Total 6.0 PLUMBING 5 2 6.1 Tankless water heater 5 3 6.2 "On- demand" hot water system Sub Total 7.0 ELECTRICAL 5 1 -10 71 Energy Star® appliances (1 point for each appliance) (2 points required of all PFAH projects) S f 1 7.2 Clothesline (indoor or outdoor) 5 3 7.3 Energy - efficient clothes washer (selected from list on www.ceel.org -Tier 2 or higher) 5 'A 1 -10 7.4 Compact fluorescent bulbs (1 point for every 4 bulbs) (1 point required of all PFAH projects) 5 2 7.5 Efficient light controls ( ? 2 interior spaces controlled) Sub Total 2 nd Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 3 r;,j , f 0 J 11 J ._. 2 tf n 9/03 City of Aspen / Pitkin County Efficient Building Program Page 4 8.0 INSULATION 3 1 1 2 181 Wall insulation is 70% recycled material (2:75% of all wall insulation) 3 2 8.2 Roof insulation is 70% recycled material ( >_ 75% of all roof insulation) 3 4 8.3 Blown / sprayed insulation ( 2 50% of all insulation) 3 ,�, 2 8.4 Formaldehyde -free or low -toxic insulation (2 50% of all insulation) 1 -10 8.5 Single -pane windows upgraded (additions and remodels only) 5 0.5 1 8.5.1 Double- glazed (no points for 8.5.2 or 8.5.3) ) 1 852 Double- glazed with low -e coating (no points for 8 5 1 or 8.5.3) 0.5 8.5.3 Spectrally - selective film applied to historic windows (no points for 8.5.1 or 8.5 2) L5 3 7 8.6 Existing ceiling insulated to R -38 or to capacity (additions & remodels only) 5 8.7 Existing walls insulated to capacity or rigid insulation added to exterior (additions & remodels only) Sub Total 9.0 HEATING VENTILATING AND AIR CONDITIONING HVAC 5 1 19.1 Air destratification system 1 -5 9.2 Natural cooling (1 point required of all PFAH projects) 5 1 1 9.21 Vertical shading devices for east and west- facing glass 5 1 9.2.2 Reflective films on east and west - facing glass or use windows with a SHGC of less than 0.45 3 1 9.23 Radiant heat - reflective barriers installed on roof applications S 1 9.2.4 Landscaping that shades east and west facing glazing during the summer season (June- August) 5 1 9.2.5 Properly sized overhangs for south facing glazing area 5 5 9.3 No mechanical air conditioning 5 1 9.4 Evaporative cooling (no points for 9.3 or 9.6) 4 -14 9.5 Air infiltration rate below specified levels (Blower Door Test required) (4 points required of all PFAH projects) 5 4 9.5.1 0.40 NACH (Natural Air Changes per Hour) 5 6 -14 95.2 5 0.35 NACH (2 additional points for every .05 NACH reduction) 5 2 96 Whole -House Fan cooling (no points for 9.3 or 9.4) 5 10 9.7 Convert electric resistance heat to gas (additions & remodels only) 5 4 9.8 Replace electric water heater with a gas water heater (additions & remodels only) 5 3 9.9 Hydronic heat ( z 50% of heating system; no points for 9.7) 5 8 9.1 Air to air heat exchanger Sub Total 10.0 SOLAR 10 -20 10.1 Passive solar space heating PC P 10.1.1 South facing glazing is oriented within 30 degrees of east or west of true south. PC P 10.1.2 Properly sized overhangs (see Section 9.25 for sizing calculation). PC P 10.1.3 Solar access is unimpeded under easements, covenants, or other private agreements PC 10 10.1 4 Suntempered design PC 20 10.1.5 Passive solar design 5 1 10 110.2 Solar heating system for domestic hot water (no points for 10.3 or 10.4) 5 1 2 110.3 Active solar pre - plumbing (no points for 10 2 or 10.4) 5 1 15 110.4 Active solar space heating combined with solar domestic hot water system (no points for 10.2 or 10.3) 10 -80 10.5 Solar - generated electricity 5 10 10.5.1 System size of 1 kW 5 15 -80 10 5.2 System size of 2 1 5 kW (5 additional points for every 5 kW supplied, with a 8 kW maximum) Sub Total 11.0 INDOOR AIR QUALITY S 1-4 11. 1 Low VOC and /or low -toxic interior paint (1 point per Quantity Level) (2 points required of all PFAH projects) S 1 1112 Solvent -free and /or low-toxic construction adhesives 2 -5 11.3 High efficiency air filter 5 2 11.3 1 High efficiency pleated (electrostatically - charged) air filter 5 5 11.3.2 High Efficiency Particulate Air (HEPA) filter 5 3 11.4 Rough -in for radon mitigation (no points for 11.5) 5 5 Ill 5 Radon mitigation system completed (no points for 11 4) S 1-4 Ill 6 Solvent -free andlor low -toxic wood finishes (1 point per Quantity Level) INDOOR AIR QUALITY continued on next page 2 tf n 9/03 City of Aspen / Pitkin County Efficient Building Program Page 4 2 Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 5 11.0 INDOOR AIR QUALITY continued S '; t� fj 1-4 111.7 Low toxic floor coverings (1 point per Quantity Level) 5 -? - 1 3 1118 Carbon monoxide detector 5 1 1 5-10111.9 Non - atmospherically vented (sealed combustion) gas furnace, boiler, or water heater (5 pis required for PFAH) 3 2 Ill 1 Sealed mechanical room 5 5 1 11.1 Exhaust fan in attached garage or no attached garage S n 5 Ill 12 Elimination of all particleboard inside envelope of house S 11 3 111.13 Elimination of all mdf made with urea - formaldehyde used inside envelope of house S 2 11.14 All exposed particleboard sealed 5 5 11.15 America, Lung Association "Health House" 5 i' 4 11.16 Mechanical Ventilation Sub Total 12.0 INNOVATION POINTS PC 12.1 Innovative product or design points 5 12.2 Alternative fuel infrastructure for vehicle use PC 415 12.3 Location - efficient project 5 12.4 Ground source heat pump - wind power fee Sub Total TOTAL POINTS APPLICANT'S SIGNATURE: PRINT NAME: TITLE: NOTE: Signature indicates the applicant will con. ply with stated requirements. « a a FOR OFFICIAL USE,ONLY » » » PC Plan Check approval by: Date: 1 Foundation Inspection Approval by: Date: 2 Framing Inspection Approval by: Date: 3 Insulation Inspection Approval by: Date: 4 Rough -in Inspection Approval by: Date: 5 Final Inspection Approval by: Date. Efficient Building Prozram Deconstruction Plan 2.1 Required for additions, remodels, or scrape -offs only. Project Address: Submittal Date: Contractor: Phone: Property Owner: Date of Demo: Project Description: Project Size (sq ft) Deconstruction Contact: Phone: DECONSTRUCTION PLAN continued on next page 2 Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 5 1. Is the project a partial or complete demolition /deconstruction? Partial Complete 2. How much of the structure will be demolished /deconstructed? s 1000 sq ft s 2000 sq ft s 3000 sq ft >_ 3000 sq ft 3. Lumber, metal, doors, windows, concrete, cabinets and some appliances can be recycled or donated for re -use. Do you intend to deconstruct project for materials recovery? Yes No (If No, go to question 5) Refer to the Efficient Building Program Resource Guide for a list of local deconstruction resources or for a list of deconstruction materials accepted locally 4. If you intend to deconstruct, who will be performing the work? Contractor Name & Phone Number: Method of disposition: Donatation? Recipient: 5. Will demolition waste be recycled? Yes No 6. What types and amounts of reusable or recyclable materials will this project generate? (Please complete table.) Deconstruction Material Table Material Estimated volume (sq yd) Reuse by contractor Available to others Recycled Landfill* (compacted) Other Ex lain ( p ) Dirt Debis Lumber Structural Members Wood Trim Misc. Wood Metal Drywall Concrete Asphalt Brick Other Masonry Cabinets Appliances Tile Windows Doors Carpet Carpet Pad * If you choose not to deconstruct or recycle your demolition debris, it must be compacted prior to leaving the site. The city of Aspen and Pitkin County are interested in increasing reuse of deconstruction waste and reducing the amount of all construction and demolition waste sent to the landfill. By completing this form you provid usef i and qualify for this program 2nd Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Page 6 f, GVr /�� Hepworth- Pawl 5020 County Roak ad Geotechmcal, inc. Glenwood Springs, Colorado 81601 Phone 970 - 945 -7988 8 �O 2 $20 HEPWORTH- PAWLAK GEOTECHN[CAL Fax: 970. 945 -8454 email- hpgeo @hpgeotech.com �^ GEOTECHNICAL ENGINEERING STUDY PROPOSED RESIDENTIAL DEVELOPMENT WOODY CREEK MOBILE HOME PARK UPPER RIVER ROAD PITKIN COUNTY, COLORADO JOB NO. 106 0640 AUGUS i'23, ' PREPARED FOR: WOODY CREEK MOBILE HOA ATTN: LANNY CURTIS P.O. BOX 95 WOODY CREEK, COLORADO 81656 Parker 303 -841 -7119 • Colorado Springs 719 - 633 -5562 • Silverthome 970 - 468 -1989 'Ju ,' 27 TABLE OF CONTENTS PURPOSEAND SCOPE OF STUDY .............................................. .............................. - 1 - PROPOSED CONSTRUCTION .................... ............................... ... ............................... - i SITECONDITIONS ......................................................................... ..............................- 2- FIELDEXPLORATION ................................................................... .............................. - 2- SUBSURFACECONDITIONS ........................................................ .............................. - 2- DESIGNRECOMMENDATIONS .......................................................... I ...................... - 3- FOUNDATIONS ........................................................................... .............................. - - FOUNDATION AND RETAINING WALLS ............................................................. 4- FLOOR SLABS AND TANK SUBGRADE ................................ ............................... 5- UNDERDRAIN SY STEM ............................................................ .............................. - 6- PAVEMENT SECTION ............................................................... ............................... 6 - SURFACEDRAINAGE ............................................................... .............................. - 7- LIMITATIONS ................................................................................. ............................... 8- iUURE I - LOCATION OF EXPLORATOi:' PEI _ FIGURE 2 - LOGS OF EXPLORATORY_ PITS__ .. FIGURE 3 - LEGEND AND NOTES FIGURES 4 AND 5 - GRADATION TEST RESULTS 0 PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residential subdivision to be located south of the existing Woody Creek Mobile Home Park, Woody Creek, Pitkin County, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our proposal for geotechnical engineering services to Woody Creek Mobile HOA dated May 30, 2006. A field exploration program consisting of exploratory pits was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report sm-mr arizes the data obtained during this study and presents oui wnclusions, desi _recommendations and othergeotechnical engineering_considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed residential development will consists of 14 home sites accessed by a circular roadway. A 200,000 gallon water tank will be located uphill and east of the home sites. The residences may be above crawlspace or basements. Basement and garage floors would be slab -on- grade. Grading for the structures is assumed to be relatively minor with cut depths between about 3 to 9 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. The water tank will be an above ground steel structure and located on a ridge east of the home sites and across upper River Road. The home sites and water tank site are shown on Figure 1. }� Sob No. 106 0640 C4�9tech �iS iF -2- If building loadings, location or grading plans change significantly from those described above, we should be notified to re- evaluate the recommendations contained in this report. SITE CONDITIONS The home sites are located in a vacant field south of the existing mobile home park. Vegetation consists of grass and weeds. The ground surface is relatively flat with a slight slope down to the south. There has been some minor surface disturbance and there are rumors of extensive fill and trash burial in the western part of the property. A fill berm is located along the south and west property lines. The water tank is located on a broad ridge east of the home sites at an elevation of about 7410 feet. FIELD EXPLORATION KK The ;_eld exploration for the prat .i�t ;rss conducted on July 2 !, 1 006, Thirteen exploratory pits were excavated at the locations shown on Figure 1 to evaluate the - ui bsurfacE conziitia�: Th"its �erezlugwith a Juhn Deero -t 72OCaclth - pity were logged by a representative of Hepworth - Pawlak Geotechnical, Inc. Samples of the subsoils were taken with disturbed sampling methods. Depths at which the samples were taken are shown on the Logs of Exploratory Pits, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils typically consist of about one foot of topsoil overlying slightly silty sandy gravel with cobbles and small boulders. Up to 3' /z feet of apparent fill was encountered at the water tank site overlying the sandy gravel with cobbles and small boulders. Trash was encountered in the fill at Pit 9. a 6 ;' '31j Job Na 106 0640 G<R�U�— - 3 - Laboratory testing performed on samples obtained from the pits consisted of gradation analyses. Results of gradation analyses performed on samples (minus 5 inch fraction) of the coarse granular subsoils are shown on Figures 4 and 5. No free water was encountered in the pits at the time of excavating and the subsoils were slightly moist. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend the buildings be founded with spread footings bearing on the natural granular soils. The tank can be supported on a prepared Z. !:6"ndr. �;pic. ;l of steel tailk construction. The desi and ��str�i �ti t�ri�a p�eserted below shouhi be observed - for - a spread - footing foundation system. 1) Footings placed on the undisturbed natural granular soils should be designed for an allowable bearing pressure of 3,000 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be about 1 inch or less. 2) The footings should have a minim width of 16 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 42 inches below exterior grade is typically used in this area. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 Sob No. 106 0640 31 e� feet. Foundation walls acting as retaining structures should also be designed to resist a lateral earth pressure corresponding to an equivalent fluid unit weight of at least 45 pcf for granular soils as backfill. 5) All existing fill, topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to the relatively dense natural granular soils. The exposed soils in footing area should then be moistened and compacted. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 45 pcf V11 ^, backfill consisting of the on -site granular so ls. "-a.::; k vei retaining 4 uctures wch are separate from the residences and can be expected to deflect sufficiently to _ — mobilize active - earthpressureF - canzlitian should be designed - fora lateral eur pressure computed on the basis of an equivalent fluid unit weight of at least 40 pcf for backfill consisting of the on -site granular soils. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill in pavement and Job No. 106 0640 C�c3tech ;�32 -5- walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.50. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 400 pef. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be coir::ducd io. al least 95% of ih:: maximum standard Procto- 1, - ..sily r' moisture content near optimum. FLOOR SLABS AND TANK SUBGRADE The natural on -site soils, exclusive of topsoil, are suitable to support lightly loaded slab- on -grade construction and the tank floor and bearing plate. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free - draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. A minimum 8 inch layer of CDOT Class 6 aggregate base course should be placed below the tank floor. 1 i �� Job No 106 0640 C - E�&eCh �s Any existing fill below building and tank areas should be removed. Required fill materials for support of floor slabs, the tank subgrade and base course placed below the tank should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on -site granular soils devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottem of the wall backfill surround - e"bov the imvcrt level - with free- drmnmggranular material the drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minim 1% to a suitable gravity outlet. Free - draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1 %2 feet deep. PAVEMENT SECTION We understand that asphalt pavement is proposed for the on -site roads. Traffic loadings for the roads have not been provided and are assumed to consist mainly of automobiles. The subgrade soils encountered at the site are generally low to non - plastic silty sandy gravel and cobbles which are considered a relatively good support for pavement sections. Imported fill needed for the roadway construction should be a sand and gravel soil with a I ) Job No. 106 0640 G�Lr tach -7- minimum Hveem stabilometer `R' value of 50. Based on our experience, an 18 kip EDLA of 5, a Regional Factor of 2.0 and a serviceability index of 2.0, we recommend the minim pavement section thickness consist or " D inches of asphalt on 8 inches of base course. The asphalt should be a batched hot mix, approved by the engineer and placed and compacted to the project specifications. The base course should meet CDDT Class 6 specifications. All base course and required subgrade fill should be compacted to at least 95% of the maximum standard Proctor density at a moisture content within 2% of optimum. Required fill to establish design subgrade level can consist of the on -site sand and gravel soils or suitable imported granular soils approved by the geotechnical engineer. Prior to RE placement the subgrade should be stripped of topsoil, adjusted to near optimum moisture and compacted to at least 95% of standard Proctor density. The subgrade should *; b,;1u , ,ofro1k 1 Areas that &i'-a excessively should be uor- ;cte(? . , ofe placing pavement materials. The subgrade improvements and placement and compaction of base and as halt materials should ls�mzsm - tDrud (jri a regulurbasi� p a byazepresentattve uf - - - - geotechnical engineer. If traffic loadings differ from that assumed, we should be contacted to reevaluate our pavement recommendations. The following drainage precautions should be observed during construction and maintained at all times after the residences have been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Job No. 106 D640 -8- 3) The ground surface surrounding the exterior of the buildings and tank should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Free - draining wall back-fill should be capped with about 2 feet of the on- site finer grained soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. L=ATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations »z dicated on Figure 1, th< Y1 opus a f ye of construction and our experience in Our services do not include dete finin the presence, prevention or possibility ofmold or -- - - other biul ogic al contaminants - MOBC - del* eloping the Ifthe chent concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re- evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations Job No. 106 0640 C(�'Stech -9- presented herein. We recommend on -site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical, engmeer. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Louis E. Eller Reviewed by: Steven LEEIk ,� lob No 1060640 G89tech G aan6ld I Slid.,dOiVa0 d0 N0UVOO L9101 991 9910 9 01 lid 9910 — 11 6 A L lid L9 \ £9 101 09 b9 101 Z9 9 10 101 lid 101 lid 9b \ 64 Eb lO- 94 \ 10� 10 Lb £ 101 101 lid lid \ Z Ild■ \ 1 lid 1 Of 30H=10 iSOd l ONIISIX3 3NI 831VM/ a3 SOdOdd / Z1 lid { ^\ >NNHld3iVM / ;�llld 43SOdOdd 11 lid \ / >idtld 301O1-1 31190W >133d0 AGOOM EWISIX3 N01V1S 3did ONIISIX3 Ob90 90l 001 = A TIVOS 31VNIXOHddV O� O� as a� r 10 PIT 2 PIT 3 PIT 4 0 iu L� 5 r a 0 10 PIT 1 PIT 5 0 PIT 6 PIT 7 PIT 8 q, i +4 =78 0 - J -200 =5 0 :o 6 LL 5 dr - r a0.0� d ; +4 =69 a - J -200 =6 J., O 10 PIT 2 PIT 3 PIT 4 0 iu L� 5 r a 0 10 PIT 5 PIT 6 PIT 7 PIT 8 0 0 a0.0� ao- J., LL 13••y. L '•,• e• G 10 10 PIT 9 PIT 10 PIT 11 PIT 12 PIT 13 0 0 •�' •;: +4 =63 - 200=12 w '8:1 _ J �:d •+% t•d •; :• ° a ti L 5 r r o.:4 i o• - J -200 =6 .'dr a m 6 D 1 WATER TANK 10 10 Note: Explanation of symbols is shown on Figure 3. LOGS OF EXPLORATORY PITS Figure 2 1060640 C}"1 HErwomx•PwwuK GEd[ECHMCaI. LEGEND: ® POSSIBLE FILL; silty clayey sand and gravel with cobbles, medium dense, slightly moist, brown and red - brown. Construction debris encountered in Pit 9. TOPSOIL; organic sandy clayey silt with gravel, firm, slightly moist, dark brown. a, GRAVEL, COBBLES AND BOULDERS (GM -GP); sandy, slightly silty, dense, slightly moist, brown to light 4 brown, subrounded rocks. Disturbed bulk sample. _J NOTES: 1. Exploratory pits were excavated on July 20, 2006 with a trackhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory borings were not measured and the logs of exploratory borings are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material tvr)ss and transitions may be gradual. 6. No tree water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: +4—Percent No-4- sieve– - -200 = Percent passing No. 200 sieve 1060640 LEGEND AND NOTES Figure 3 r-) °' °t ZONING CHECKLIST Permit # 0027.2007.prbu Lot 50 Woody Creek Plaza 219 Woody Creek Plaza Woody Creek, CO 81656 2643 - 161 -06 -050 Woody Creek Approvals: Woody Creek PUD Height 100 = 195 Building Height is OK Impact Fees Road Impact fee: 0 Floor Area Existing: 720 Proposed: Main: 480 728 Lower: 676 9 -f- I Crawl space: 364 Total: 1884 TM INSIGNIA IS THE PROPERTY OF Tr.c nivis STATE A DO THE INSTALLER OF THIS UNIT CERTIFIES THAT TO THE BEST OF THE INSTALLER'S KNOWLEDGE THIS UNIT HAS BEEN INSTALLED IN ACCORDANCE NRlH STATE OF COLORADO DIVISION OF HOUSING REQUIREMENTS IN EFFECT AT THE TINE OF INSTALLATION. LOCATION INST ^.LLcR(f JUihE INSTALLER(S) N0. v tr `.OU;K S INSTALLER'S)' PHR - -- omm INSIGNIA N0. wNY INFOPPMiATION IS ALTEQED \ \_ E OF C0'.ORA GC ;9J OF ar _ -du 08- 22 -07; 05: 18ANd; ;970?2E1731 # 7i 8 ASPEN *PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street • Aspen, Colorado 81611 Cityof Aspen 970/820 -5090 Ritkln County - 970/920 -5525 BUILDING INSPECTION CHECK LIST pip 2�7, Inspection Reinspection Partial Complete Permit No. - WOF-1 .f STEEL (Reber) ❑ ELECTRIC ❑ PLUMBING ❑ MECHANICAL ❑ APECC ❑ BUILDING Footings ❑ Constr. Service ❑ Underground ❑ Rough ❑ Foundation Insulation ❑ R -Frame ❑ Caissons ❑ Underground ❑ Waste & Vent ❑ Flue(s) ❑ Slab Edge Insulation ❑ Roof Ventilation • Wall ❑ Rough ❑ Water Pipe ❑ Gas Log ❑ Insulation ❑ Drywall • Wall Cores ❑ Perm, Service ❑ Gas Pipe ❑ Combust. Air ❑ Glazing ❑ Special ❑ Struc. Slabs ❑ Bonding ❑ Gas Tag ❑ Ventilation ❑ Pool ❑ Mobile Home ❑ Pads ❑ Special ❑ Fire Penetrations ❑ Kitch. Hood ❑ Spa 0 Fire Resistive ❑ Piers ❑ Final ❑ Final ❑ In -Floor ❑ Snowmelt Roof Coverings ❑ Bond Beam ❑ Final ❑ Final ❑ Zoning ❑ Radon ❑ Final Accepted Accepted as Noted Rejected ❑ Reinspection Fee $ F-1 You artrequired to make the fol ng corrections on the construction which is now in progress: C ontact Fire Marshal for sprinkler inspection, 'Reber of footing to be made available for grounding. 'No occupancy or use allowed before certificate of occupancy is issued. UBC'97 Sec 109.1 Note: Oq Instructions to Ins DESCRIPTION: # Stories Garage: Attached Detached: Carport Bedrooms Full Bath _ 9 /s Baths Yz Baths ACCESSORY UNIT: Living — Kitchen Fireplace: Make: Ni'R�T:7i Bath Kitchen _ Bedroom Gas Appliance: Make: Gas Log: �p Contact Phone �uK� �� 0 Request Received DATE 11M NAME Request for M T W Th F am pm TIME: Date Insp. Inspector im@Dado a Pre .Inc. nark InspCList.rpt Inspection Check List Page: 8 9/4/2007 -8:10:55AM COUNTY OF PITKIN Inspection Line:920 -5448 Inspection Schedule for brianpa Scheduled for September 04, 2007 Permit# 0027 2007.PRBU Type: 124 Notes: Comments: INSPECT WALL II Time: 12:00 1 -Accepted_ 2 - Accepted as Noted 3 - Rejected 4 - Partial /Not Complete Reinspection ee $ Add ontact Name: buaay 219 WOODY CREEK PLZ Contractor: OWNER/ BUILDER Owner: ORTEGA Page 8 ASPEN *PITKIN COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street • Aspen, Colorado 81611 City of Aspen 970/920 -5090 Pitkin County 970/920 -5528 BUILDING INSPECTION CHECK LIST Inspection �( _ Reinspection Partial Complete Permit No. 427 _ _ 2 0 - 7 STEEL (Rebar) ❑ ELECTRIC ❑ PLUMBING ❑ MECHANICAL ❑ APECC ❑ BUILDING x Footings ❑ Constr. Service ❑ Underground ❑ Rough ❑ Foundation Insulation ❑ R -Frame ❑ Caissons ❑ Underground ❑ Waste & Vent ❑ Flue(s) ❑ Slab Edge Insulation ❑ Roof Ventilation ❑ Wall ❑ Rough ❑ Water Pipe ❑ Gas Log ❑ Insulation ❑ Drywall ❑ Wall Cores ❑ Perm. Service ❑ Gas Pipe ❑ Combust. Air ❑ Glazing ❑ Special ❑ Struc. Slabs ❑ Bonding ❑ Gas Tag ❑ Ventilation ❑ Pool ❑ Mobile Home ❑ Pads ❑ Special ❑ Fire Penetrations ❑ Kitch. Hood ❑ Spa ❑ Fire Resistive ❑ Piers ❑ Final ❑ Final ❑ In -Floor ❑ Snowmelt Roof Coverings ❑ Bond Beam ❑ Final ❑ Final ❑ Zoning ❑ Radon ❑ Final Accepted ❑ Accepted as Noted ❑ Rejected Reinspection Fee $ El You are required to make the following correctio son the construction which is now in progress: * Contact Fire Marshal for sprinkler inspection. *Rebar of footing to be made available for grounding. *No occupancy or use allowed before certificate of occupancy is issued. UBC'97 Sec 109.1 Note: Instructions to Inspector: DESCRIPTION: #Stories Garage: Attached Detached: Carport Bedrooms _ Full Bath _ ACCESSORY UNIT: Living Fireplace: Make: Owner 0 Irdeperidence Press.lz. �) ; t / 7 3 /a Baths Yz Baths Kitchen _ Kitchen Bath Bedroom Gas Appliance: Make: Gas Log: ContactPhoneL" 7 F"7 Request Received O _//,> _C) / GATE TIME NAME Request to T W Th F m pm T Date In Inspector t avos InspCList.rpt Inspection Check List Page: 1 V912 W11:48:51AM COUNTY OF PITKIN Inspection Line:920 -5448 Inspection Schedule for brianpa Scheduled for January 09, 2008 Permit# 0027.2007.PRBU Type: 128 INSPECT ROUGH FRAMING Notes: Time: 12:00 Comments: 1 -Accepted 2 - Accepted as Noted 3 - Rejected 4 - Partial /Not Complete Reinspection Fee $ 219 WOODY CREEK PLZ M �uP A-f coq_ N Cont for 8 OWNER/ BUILDER Owner: ORTEGA Page: 1 `� 1 <c InspCList.rpt Inspection Check List Pape: 2 5/2/x&°$ :13:46AM COUNTY OF PITKIN Inspection Line:920 -5448 Inspection Schedule for brianpa Scheduled for May 02, 2008 Permit# 0027.2007.PRBU Type: 128 INSPECT ROUGH FRAMING Time: 12'00 Notes: Please call ahead so he can meet your Comments: 1 -Accepted 2 - Accepted as Noted 3 - Rejected Reinspection Fee $ d, OT �cv 219 WOODY CREEK PLZ Contractor: OWNER/ BUILDER 4 - Partial /Not Complete F+_I Owner: ORTEGA Page: 2 ?tist.rt t Inspection Check List Page: 5 20/2008 8:41:35AM COUNTY OF PITKIN Inspection Line:920 -5448 Inspection Schedule for brianpa Scheduled for May 20, 2008 Permit# 0027.2007. PRBU Type: 128 INSPECT ROUGH FRAMING Time: 12:00 Notes: Comments: 1 - Accepted 2 - Accepted as Noted 3 - Rejected 4 - Partial /Not Complete Reinspection Fee $ �v U� Add ress Contact Name: bu dy ontact # 219 WOODY CREEK PLZ Contractor: OWNER/ BUILDER n J Owner: ORTEGA Page: 5 Insi)CList.rpt Inspection Check List Page: 19 113 8:24:13AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for tomp Scheduled for September 30, 2008 Permit# 0154.2008 PELE Type: 222 INSPECT ROUGH ELECTRICAL Time: 12:00 Notes: Comments: 1 -Accepted Reinspection Fee 2 - Accepted as Noted 3 - Rejected 3a o 4 - Partial /Not Complete 51 Add Contact Name: buddy Contact # (970) 948-7887 219 WOODY CREEK PLZ Contractor: OWNER/ BUILDER Owner: ORTEGA Page: 19 InspCList.rpt Inspection Check List Page: 4 10/27/2908 8:18:12AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for brianpa Scheduled for October 27, 2008 Permit# 0067.2008. PPLM Type: 321 INSPECT ROUGH PLUMBING - WASTE & VENT Time: 12'00 Notes: Req Brian Pawl please Comments: 1 -Accepted X 2 - Accepted as Noted 3 - Rejected 4 - Partial /Not Complete Reinspection Fee $ Zt Add Contact Name: Buddy Contact # 219 WOODY CREEK PLZ Contractor: OWNER/ BUILDER Owner: ORTEGA Page:4 Insi3CList.rpt Inspection Check List Page: 1 11-pi27/2008 8:18:12AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for brianpa Scheduled for October 27, 2008 Permit# 0027.2007. P RBU Type: 128 INSPECT ROUGH FRAMING Time: 12:00 Notes: Comments: 1 - Accepted �< — 2 - Accepted as Noted Reinspection Fee $ 3 - Rejected 4 - Partial /Not Complete , ; _;53 /6 7 7�� .e.. . __.__. a 219 WOODY CREEK PLZ Contractor: OWNER/ BUILDER Owner: ORTEGA Page '1 1nspCL'ist.rpt Inspection Check List Page: 3 11/19/2008 8:27:03AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for brianpa Scheduled for November 19, 2008 Permit# 0027.2007.PRBU Type: 523 INSPECT INSULATION Notes: Comments: All 1 - Accepted 2 - Accepted as Noted X� 3 - Rejected Reinspection Fee $ 4 - Partial /Not Complete - ATCT r - e - s ontact ame: u Idly Contact 219 WOODY CREEK PLZ Contractor: OWNER/ BUILDER Owner: ORTEGA Page: 3 E'd 8Eh5028 :01 t•852- L28 -0:.8 • Time: 12:00 113110113d *10dd dt�T :b0 8002 -6T -)011 Insp. List.rpt Inspection Check List Page: 3 z!27!2909 8:29:01AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule for brianpa Scheduled for March 27, 2009 Permit# 0027.2007.PRBU Type: 1z8 t�o I NG 1�14Wq -L3 _ Time: 12:00 Notes: Comments: 1 -Accepted 2 - Accepted as Noted 3 - Rejected 4 Partial /Not Complete Reinspection Fee U55 219 WOODY CREEK PLZ Contractor: OWNER/ BUILDER (LL- Owner: 27//9? ORTEGA Page: 3 InsvCList.rpt Inspection Check List Page: 11 8/10/19 8:46:48AM COUNTY OF PITKIN Inspection Line:920 -5532 Inspection Schedule forjoannas Scheduled for August 10, 2009 Permit# 0027.2007 PRBU Type: 501 ZONING INSPECTION Time: 12.00 Notes: 6g-tw.Q -a-w c oh cD C"I b T—U -" "k—A I1-O C) Iti Z c{�30 Comments: 1 - Accepted 2 - Accepted as Noted Reinspection Fee $ 3 - Rejected 4 - Partial /Not Complete �rLO, t ME ME a-p- 'vd` 6x 11-6 Add ress Contact Name: Buddy Contact # 4 - 219 WOODY CREEK PLZ Contractor: OWNER/ BUILDER Owner: ORTEGA Page 11 ju JU57 Stree Ortega Residence - Site Plan Scale 3/32 " =1' #50 Woody Creek Plaza Woody Creek, CO I ` � `� _ i 81656 Buddy Ortega, Owner /Builder ■ 0J o� Ground Plane Ortega Residence #50 Woody Creek Plaza Woody Creek, CO See not -as 41 PlAns 81656 Buddy Ortega, Owner /Builder l0 1:. 4 { ' \ �� l *GO �,? a 7.BcA- I. F /�' w/ Ortega Residence #50 Woody Creek Plaza Woody Creek, CO 81656 Buddy Ortega, Owner /Builder 00 J060 Soo notes #1 plans South n n North n � Fmiiiliiiiiliii EM 118'6" 117' 115'6" 105' 100 96' 96'6 ". Elevations Scale 1/ ° =1' East West 113' Ground Plane Ground Plane�S Ortega Residence #50 Woody Creek Plaza Woody Creek, CO 81656 Buddy Ortega, Owner /Builder 00ILF)l e C 1 South F D 6 H II ® 'I[ n I j-1,6' //6 3 J, East -G� Ground Plane `�tNN,11�Q Qlte�2 Ground Plane V << Tyk ju iN 16 4 North Elevations scale 1/ 8 11 I west pon Ortega Residence #50 Woody Creek Plaza Woody Creek, CO 81656 Buddy Ortega, Owner /Builder NJ062 Section scale 1 /4" =1' 2x10 rafte Finished Grade Ortega Residence #50 Woody Creek Plaza Woody Creek, CO See notes #j pans 2x4 stem wall supporting edge of trailer - — Existing Frame Rails supported b 2(2x10 bea 6" BuildBlo6 reinforced tc specification: 18 "x 10" foc 2) #5 rebar 81656 Buddy Ortega, 40' - 0 " 1- 6' - 0 " 8 ' - 7 " N J G 5 ' - 0 " o Deck LO W -MB2 w I� 13' - 0 " WDLR s Entry Floor 104'6" 1IM Floor 106' aX6 3� GI,gDDC M62 D -MB 1 Ind � V Bath -3 /1 1 Bath N XX N �0�� W ONCE W -E X1 C -Glop IL 2 S( 24' -7" 52' - 0 " D -EX2 Master Bedroom R WE C IV\. ti t �rz�p-W pQ k �x G 13' -1 1 ��cS/�FC� CsiL�l2 /1 230 Main Floor Plan sale 1/4 " =1 v - `%P� vr"'' -Az:ryi° I r- 3 Ortega Residence #50 Woody Creek Plaza Woody Creek, CO 81656 Buddy Ortega, Owner /Builder 7fl IL '64. _o N r r sh r U r r 7 I: '11'1 •• ,1 fQ Ortega Residence #50 Woody Creek Plaza Woody Creek, CO UgT16NL FOR CODE COMPLIANCE Buddy Ortega, Owner /Builder A N 7 ' - 9 " 7' - 2 " 9' -2" Crawl Space -- -- - - -- Basement Floor 100 - '" Floor 966 , 4 - -- Recreation Room ' Double 12" LVL s ' -3" ' header UP kj� 1 1 6 X 1 2" 1 L H eader N 4' high ICF wall w/ 2x6 framed wall above 00 i �r Utility Office u 2 (4 �a . Ortega Residence #50 Woody Creek Plaza Woody Creek, CO 81656 Buddy Ortega, Owner /Builder 4 - 0 " 20' -3" 9 ��- — 13' - 2 " f4EM 52' - JUL 19 2007 FOR CODE COMPLIANCE Bas mPnt Floor Plan Sale 1/4 " =1' ,W -B1 00 JE 6G Fixed Skylight 2 :12 Pitch 32 "x48" 3-1/2 :12 Pitch 3-1/2:12 Pitch ROOF Plan scale 1/4 " =1' Ortega Residence #50 Woody Creek Plaza Woody Creek, CO 81656 Buddy Ortega, Owner /Builder