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pitkin.bldg.246513200016 (2015)(Main House)
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 r g YiIVR u., A_" Ii Certificate of Occupancy Pitkin County Community Development Department Use Classification: SFR Building Permit: 0036.2015.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: uB Use Zone: AR -10 Description: Parcel ID 246513200016 683 square foot one-story addition to an existing two-story SFR. The addition includes one bedroom and one full bath. aaaas� Comments & Restrictions: Mont INEEM11111111= mint - w A jimm- 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 systems. Signature of C f Building OficialI I Date Note: In all occupancies, except R. this certlncate must be posted Ina conspicuous place near the main exit on the premises for which It Is Issued. Any alienation or use of these described Premises or portion theraof without the written approval of the Building official shall negate this C.O. and sublw it to revocation. J m PERMITS PITKIN COUNTY BUILDING PERMIT APPLICATION 1305 GALENA 5T ASPEN, CO 81611 OFFICE PHONE 970-920-5526 FAX: 970-920-5439 1 " r' INSPECTION LINE: 970.920-5532 http://www.asFyp.n'itkin.com 1 A)3j17 • %I Applicant to complete numbered spaces only. Permit Number (Office Use Only) it 1. JOB ADDRESS (fill out address form if none) us', Aw,r.. Fwi. m 321 Sopris Creek Road Basalt, CO 927-4277 CO 2. OWNER Naamt Am,e., none DE 3� Bill and Lelia Hamman 321 Sopris Creek Road Basalt, CO 927-4277 FD ^ N 3. CONTRACTOR m„"^e Aam,o Pita^• FN , >� Hamman Construction 2BO E. Cody Lane Basalt, CO 927-1161 FS u 1 14 4. ARCHITECT OR ENGINEER OF RECORD ^”"'^rAm^*' P^.^e MH Z j Willis Isember Architects 412 N. Mill St. Aspen, CO 920-1727 MS 3 I 6. Parcel IDa(call 920-5160) � 5 C) ZG DF — Rp 7. CLASS OF WORN ENERGY CODE FE IAN CHECx ZONhN7G{..DEPOSn 3 NEW v ADDITION ITERATION REPAIR — y 93 31,720' W Ti %6 oO jGxIS�F�EE SLl t/ c 8. Use of Building PERMIT FEE(` ZONING FEE RDIMPACTFEE /�USSETAX 7 -SV • R� e7 -S ;Z O e0dential Commercial Agricultural Other ad 71 OTHER IMPACT Deed Restricts. y 9. Is LP Gas used? yes No AN IMPAR FEE REMP FEE FEE 8947 C.",nne", Existing So Total Sq Footage 30. Valgaoon New S9 Footage Footage�/ 15 perneL� �LFS 653.37 �� 653.37 Tntr s31�5lfl/ (!f ea VOISItlg winitiation NO. af3tanCO bn 6 S 2A 61 4/,aI 01 2, 11. Description of work (include Main Bldg penult air this Is a change order) No.atBedrooms No Easing Aedes Dwem,.g uoTs Cercus cone Addttional 653.37 square lest of residential construction to main house. Oce Group Ouload let Size Use Znrw APPROVALS AUTHORIZED BY DATE l y >nk, .x.d use LQ L IQ [Tion PT El—) N/N�g G Separate permits are required for Electrical, Plumbing, Heatl% Ventilating or Air Engen lI 11D I&Ilf 115L Conditioning. l� This permit becomes null and void it work or construction authorized is not commenced Fire M.nh.l r within 22 months or If construction or work Is suspended or abandoned for a period of Fire SpnnLler Reasons Y/N Au,m Regu'ddr y/N 180 days at any time akar .,it Is commenced. I hereby certify that 1 haw read and examined this application and Prow the Same to be Clty of A:pen weer true and correct. All provisions of laws and ordinances governing this type of work will p.n con.. San out d 5 be compiled with whether specified herein or cwt. The granting of a permit does not presume to also authority to violate or cancel the Provisions of any other state or local her law regulating construction or the pedormanre of construction. R Is my responsibility to y� ` review the approved plans and any comments that are exrnained thereon and see that / the Structure andira project is bugit in compliance with all applicable codes. This form Taper only he. v.Iwated. VINA,taned without a perms' wig Ee double III :OTE: 4. I S x Co reactor'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 Oface Use Cody APPLIGTON MPR to F R SUBMTM ACCEPTED PUNS CHECKED UAN R , KC e �'j I Y(� r So Ictal Fees Recelptad: G -7 mu one Date e / J D.B. . �7 C Pold Energy Joe. Fair 11i Hm Chick Fre Pald T1, Depas' Palit GIs Fee ISI.N. Fees Recelpech s 93 a �l5.0o a O.oLf / G, i Paid Pxmh Fee P.Id AN Insert Frx jisald aemamlry Zam.e Fe. Pad Roadlmwd FeeP.Id, viz and KEMP Fs Paid lour Fre L 2f/ 267 to L G 1 0000,2 /J O TREE REMOVAL APPLICATION 130 S Galena Street. Aspen, CO 81611 Permit # (970)920-5526 www.oitkincounty.com Receipt # D 1. Job Address: 321 East Sopris Creek Road 2. Parcel ID number of prorlywhere work will occur: Check httpYwww.pitkincountycomIDepamnents/Assessor or call the Pitkin County Assessor's Office at (970)920-5160 for the parcel ID 3. OwnersName: Owner(s)'s Contact Number Bill Harriman 927-1161 4. Owners Authorized Agent: Contact Number - Jason Jones 5. Authorized Agent Email: 'ason@myaspentree.com 6. Contractors Name: Contact Number. - Aspen Tree Service Inc. 970-963-3070 7. Contractors Email: Jason@myaspentree.com 8. Land use approval number(s): 9. Please provide a drawing of the property to Include: (Attach TWO copies) a) Property Address b) Property lines c) Easements d) Structures and Roads e) Location, Species, and DBH (diameter at 4.5' above grade) of trees to be removed Total DBH inches to be removed that are greater than 6" 10. Description of Work/Reason for Each Removal: (Supporting Photos Are Always Helpfull) See attached letter. 11. Mitigation Plan (ReplacemenURe/ocaLon as Required by the Pitkin County Land Use Code) Please ADD to the Property Drawing: (Attach TWO copies) a) Location of replacement/ relocation trees )� b) Size and species of trees to be planted c)Total DBH caliper inches of replacement/ relocation trees 12. Is any portion of the project already complete? C�a a If yes, give reason and date(s) of prior construction activity. 13. Will the project disturb/resuh in removal of any additional vegetation? Yes Nox 13s, If you answered "Yes" submit a revegetation plan, including a plant list with scientific names of species, planting schedule and method of irrigation. The Countys Revegelation Guidelines are available at: http:/Amww.pitklncounty.com/DepartmentslCommunity- DevelopmentiPlanning-and-Zoning/Landscaping-Revegetation-Tree-Removal 13b. How will you prevent the establishment of noxious weeds at the project? Nota plica le 14. Will the project involve work in any wetlands or riparian areas? Yes No 14a. If you answered "Yes", submit a description of your revegetation/mifigation plan, including a plant list with scientific names of species, planting schedule and method of irrigation. Also submit a copy of your U.S. Amry Corps of Engineers Sec. 404 permit in connection with any disturbance of "jurisdictional waters" of the U.S. Contact the U.S. Amry Carps of Engineers in Grand Junction (970243-1199) for information on Sec. 404 permit requirements. OHM 6cimract 5'« iS -1 C,�,— I 15. Will the project involve work in the Pitkin County Right of Way? Yes Nom_ 15a. If you answered "Yes" a County Right of Way Work Permit must be obtained prior to commencing work. Information on this permit is available at: hap:/Avww.pitkinoounty.com/Departments/Public-Works/Engineedng-Road-Bridge or by calling Public Works at 970-920- 5390. 16. Will the project involve work in an easement? Yes No x 16a. If you answered "Yes," attach appropriate documentation of permission to work in the easement. Having carefully read the requirements, I (Applicant) hereby agree to the terms and conditions described within. This form Is valid only when approved Iryt County staff. 17. Signature of A plicant: 18a. Date: 18. Signatureof openly Own ): 19a. Date: FOR STAFF USE ONLY (DO NOT WRITE BELOW THIS LINE): 19. Additional Terms and Conditions (check all that apply):. At the time of issuance you are required to post $ as financial security to ensure successful completion of your revegetation plan. These monies will be held for two growing seasons from the date of completion of the project and will only be released at that time if a site visit by Pitkin County Zoning confirms that successful revegetation has been accomplished. Applicant is obligated to contact Pitkin County Zoning (970-920-5359) to schedule the required two-year site visit. The monies will be forfeited if successful revegetation is not confirmed after two growing seasons, or if Applicant fails to timely schedule the required site visit. Other Fee Due At Issuance: cp g4 .5- $175 per hour Additional referral fees may be required for Pitkin County Staff review and follow up inspection time at a rate of $175/hr. Date Application Received: l� L l•l li I I I I Hourly Fee (due at issuance): Check # Additional Fees: Check #_ TOTAL FEE (no ref Inds): d1L Date Issued: Ci 1511115 20. Staff Comments: vy\lk,k.1� � o n w o k Y 2CcU�C2 ` 21. Approved by Pitkin County Engineer (if required): 21 a. Date: 22. Approved by Pitkin County Revegetation Specialist: 22a, Date: 23. Approved by Pilkin County Planning/Zoning: 23a. Date: 0000U/1 2, 1 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 bzw.2ols• PEZE PERMIT NO. (Office Use Only) JOB 3�ADDRESS Sk n'r /f1 �t)-90-1--7�� 1 rTW W PH NE WIMA Lel 1'(3,.p rr�ri r�-h 3 �s atm o- -' C L CO TRACTOR MAILING ADiDoRE PHONE - e (-. P.D. BUILDING PE IT # OCC IJPA CY GROUP DD ZDlS. K ELEC�2 A4 AB9l �1 [, SQt Rgg�TAGE t0� USE OF BUILDING ❑ COMMERCIAL "E IDENTIAL CLASS OF WORK G -ADDITION ❑ ALTERATION ❑ NEW ❑ CONSTRUCTION ❑ SOLAR ❑ OTHER 1 SERVICE 1 DESCRIBE WORK IN DETAIL (For additions, alterations. indicate type, number and location of source of circuits) 4p I' "►') 1DO%� l�V 2'iDv 51.tli—�-�- �: G.-��,i � e,u� �{�-ur'�?1,77,rkvp l rY►l'�,�7� �N�L,/�iw11 �if95em+�v'� %I%cl�: R�y'rt• S�o ��Uruaa'E ��'7l'�ta.� tl�pvrdJ�t'1 iYl•�6�w•/�[��ii�b+� tcshfr..i1 [Lu�� �-�•;z � ) .L.-�, /mvl�(�jp�►�N'11y� JGT-:tn� (7i) ILS . Trf�O+CL ��Y17 f2ht7eY 14ri L>�'OF (�+CbeS— LvifU �D 6FGL �r l�c�aex�•( o�ec�ro-w r� sic-�ta�„ au�za��l 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 pennft, 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 Use Tax Permit Fee 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 by this deposit Use Tax. Stand Q $ permit are paid payment and should not pay alone sub -permits are •��o}^ required to pay a Use Tax Deposit to Pitkin County (.5%) Deposit.5 % of 50% of project valuation. Approved by Fire Marshall ❑ Project Valuation (includes labor) $ Date: Exempt: Exempt Organization Approved by HPC ❑ Exempt ID Number Property liens may be placed on the owner's and/or the contractor's property Date: when Use Tax Is not paid. ELECTRICAL CONTRACTOR Building De artm nt Acceptance For all work done under this permit, the permittee accepts full responsibility for compliance with the National ectdc Code and County resolutions. and/or state laws, whichever applies. Permit suble o vocation or suspension for v' lation of any governing same. An accepted final Approved By. ele ice spection shall bb-Otltlblipme p r to electrical system. A final electrical ins cti shallsted'v(thin 8 ou w pleting an electrical installatn. /(�/ 7 i 9 �S ? ' Z • /C Data: / Permit Validation � Signature of pli nt Date Date Receipt # Total C - 61� —R r CI '1.29.Is�3� $ 5�� Print Nam e i�,-ticly Flo- 319 -o44S 00005 910-9�7 —x437 a d-e&Lrt L l h C. @ 0.O �. C.bry�, PLUMBING PERMIT APPLICATION 2 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 PERMIT NO. (Office Use Only) JOB ADDRESS: V/ OWNER: G ` MA`ILING ADDRESS: PHONE: PLUMBING CCkITRACTQR MAILING ADDRESS: PHONE: MA00ja n .2SSb F (3 &jS USE OF BUI D[��yG I D COMMERCIAL ESIDENTIAL BUILDING PERMIT NO. ( /\ Q o '3 to CLASS OF WORK: D NEW kADDITION D ALTERATION IS THERE A RESTAURANT IN THIS BUILDING? DYES %NO WILL PENETRATIONS MADE IN FIRE RESISTIVE CONSTRUCTION?: TYPE OF FUEL: D OIL NATURAL GAS ❑LPG D YES. WILL REQUIRE A PLAN REVIEW D NO DESCRIBE WORK: IA AY 4) mN /) NO. TYPE OF FIXTURE OR ITEM FEE A&W 64AA1 &L#A it Water Closet J �PC Bathtub Lavatory Wash Basin Shower Kitchen Sink 8 Disposal ADDITIONAL PLUMBING PERMIT MAY BE REQUIRED Dishwasher SPECIAL CONDITIONS: Laundry Bar, Utility Sinks Clothes Washer NOTICE Floor Sink This permit becomes null and void if work or construction authorized is not commenced within 12 months or if construction or work is suspended I Floor Drain Water Heater or abandoned for a period of 180 days at any time after work is commenced. Gas tem: # of Outlets Water Piping 8 Treating Equipment 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 noel the provisions of any other state or local law regulating �f `�,�._/ Un�.>`' Nr Jrs^' Fixture Fee cans coon qr the peRgrm/fa/Nnr,9 of c ruction Permit Fee ...f /may-, (((///// /` / / / /��n F CONTRACTOR DATE SIGNATURE O�] - � �//� PRINT NAME SIGNATURE OF OWNER (IF OWNER BUILDER) DATE SUBTOTAL PERMIT VALIDATION Use Tax APPLICATION HPC: PLANS APPROVED FOR Date Receipt # TOTAL FEE ACCE D: CHECKED: ISSUANCE: i BY BY BY 1 .� I L I l;i DATE: • pATE: DATE: .-L�� DAT : p e� 1U, ttl�y C IL — PAYME T OFKIN COUNTY USE TAX The General Contractor or Owner Builder is required to pay a Use Tax Epeposit t Pi kin County (.5%) on the building permit valuation at time of issuance. All sub-permis 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/Mechanlcal Permit is being Issued on the condition that all items requested aro on the approved plans. Any deviation shall require a / change order/or 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. OOOOjG MECHANICAL PERMIT APPLICATION 4 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 PERMIT NO. (Office Use Only) JOB ADDRESS: OWNER: _ MAILING ADDRESS: PHONE: wf bb )o r 5 ( ;Oq i�14ffrr^J MECHANICAL CONT CT 12 MAILING ADDRESS: P NE: USE OF BUILDING ❑ COMMERCIAL RUSIDENTIAL BUILDING PERMIT NO r XIf Note, IS THERE A CLASS OF WORK: ❑ NEW ArADDITION ❑ ALTERATION ❑ SOLAR RESTAURANT IN THIS BUILDING? ❑ YES TG NO WILL PENETRATIONS MADE IN FIRE RESISTIVE CONSTRUCTION?: TYPE OF FUEL: O OIL `9f NATURAL GAS ❑ LPG ❑ YES, WILL REQUIRE A PLAN REVIEW ❑ NO DESCRIBE WORK: bL24 N NO. TYPE OF EQUIPMENT FEE ! Forced Air Systems -Gro' Systems - B.T.U. ,� Au Wall, Suspended Or Unit Heaters "� /ICU A60 � er Vent Appliance Vent Heating, Refrigeration. Cooft. Absorption Unit ADDIT MECHANICAL PERMIT MAY BE REQUIRED Repair, Alteration or Addition to Existing System SPECIAL CONDITIONS: Boilers includes vent B.T.U.: Air Handling Unit C.F.M. NOTICE This permit becomes null and void d 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 Lon or Appliance does n sume to give authority to violate or cancel the provisions of any other state I cal It construction or/1 performance of constructionLL Other rg �� '/3 U Fixture Fee Sl(WAVUR.F OF CONTRACTOR DATE Permit Fee �(2 IL-, PRINT NAME SIGNATURE OF OWNER (IF OWNER BUILDER) DATE SUBTOTAL PERMIT VALIDATION Use Tax APPLICATION HPC: PLANS APPROVED FOR Date Receipt It TOTAL FEE ACCEPTED: CHECKED: ISSUANCE: BY- BY BY i`% / �/� oC ' -7 I5 17 , DATE: DATE: DATE: DA it' PAYM NT OF PITKIN COUNTY USE TAX The General Contractor or Owner Builder is required to pay a Use Tax De it to Pi 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 rot 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 S Exempt Exempt Organization Exempt ID # Property Ilan may be placed on the owner's and/or the contractees property when Use Tax is not paid. I PlumbinglMechanical 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 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. 0000U ' CAL toWk(A 001-k 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 �n PERMIT NO. (Office Use Only) JOB ADDRESS 321 Sopris Creek Road, Basalt, CO 81621 OWNER PHONE Bill Harriman ELECTRICAL CONTRACTOR MAILING ADDRESS PHONE VSE dba Vision Security 3710 Hwy 82, Suite 3, Glenwood Springs, CO 81601 970-945.4043 BUILDING PERMIT # OCCUPANCY GROUP ELECTRICAL VALUATION SQUARE FOOTAGE ee I USE OF BUILDING ❑ COMMERCIAL 19 RESIDENTIAL CLASS OF WORK ❑ ADDITION ❑ ALTERATION ❑ NEW ❑ CONSTRUCTION ❑ SOLAR 91 OTHER 1 1 SERVICE 1 DESCRIBE WORK IN DETAIL (For additions, alterations, indicate type, number and location of source of circuits) Low Voltage Fire Alarm OWNER: 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 he above escri bed propertyr residence Is owned by the applicantapplicisirt Is not encialled in the business of construction or remodel Ing, and such property is not intended for sale or resale. nor Is It rental (occupied or to be mcu ied by tenants whether transient r nnanent nor will it be asnerally open to the public. Itis understood that compliance with these assurances is a condition of the issuance of an electncal permit to :he applicant pursuant to the provisions of C.R.S. Section 12-23-111 (2) (as amended), and Nat failure to comply harem will be grounds for revocation of the electrical permit or any certificate of occupancy issued with respect to the property or readence described. DO NOT SIGN THIS SECTION IF YOU ARE A LICENSED CONTRACTOR. Signature of Owner Date. Note: Engineer stamped electrical one -line plan required If service is over 400 amps. Low voltage drawings must be done by NICET engineer. PAYMENT OF PITKIN COUNTY USE TAX Use Tax Permit Fee Double The General Contractor or Owner Builder is required to pay a Use Tax Deposit to Pillion 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-permpa are Q $ i^ 1� "J required to pay a Use Tax Deposit to Pitkin Courcy (.5%) Deposit 5% of 5o%of project valuation. Approved by Fire Marshal Project Valuation (includes labor) S300.00 (� Date: 4 117 k5 Exempt Exempt Organization Approved by HPC ❑ Tax Exempt ID Number Property lien may be placed on the ownees andfor the contractoes property Date: when Use Tax Is not paid. ELECTRICAL CONTRACTOR 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 Building Department Acceptance subject to revocation or suspension for violation of any goveming same. An accepted final Approved By: electrical inspection shall be obtaiMd pnorto using the electrical system. A fmal electrical inspection sh all roque w n 48 hoursfte ar compiebng an electrical installation. • r 9 ( Signature of ectrical Contractor Date Date: _ r Permit Validation Date Receipt # Total Ed Johnson � � • � � h it � lip Nt qw $ 5 lit Pont Name ,=, 0 C1E wat'Wl 1121 ELECTRICAL PERMIT APPLICATION 3 PITKIN COUNTY COMMUNITY DEVELOPMENT 130 S Galena St Third Floor Aspen CO 81611 INSPECTION LINE 970A20-5532 PH: 970-920-5526 FX: 970.920-5439 14, Zois Va"U PERMIT NO. (Office Use OnIYI JOB ADDRESS 321 Sopris Crek Road, Basalt, CO. 81621 OWNER PHONE Wilson & Lelia Harriman ELECTRICAL CONTRACTOR MAILING ADDRESS PHONE Xen Techniogy Group, LLC P.O. Box 1995, Basalt, CO. 81621 970-510.0064 BUILDING PERMIT # OCCUPANCY GROUP ELECTRICAL VALUATION SQUARE FOOTAGE 0036.2015.PRBK $7801.00 USE OF BUILDING ❑ COMMERCIAL 09 RESIDENTIAL CLASS OF WORK O ADDITION 1 ❑ ALTERATION ❑ NEW I ❑ CONSTRUCTION ❑ SOLAR ❑ OTHER SERVICE 1 DESCRIBE WORK IN DETAIL (For additions, alterations, indicate type, number and location of source of circuits) Low Voltage pre -wire and installation of speakers with volume controls, TV, & wireless Access Point for wireless intemet. This will all connect to existing house systems. We are adding (1) TV location, (1) Video Jack, (1) AP, and 3 areas of speakers. There is an existing speaker location that will be re -wired for a new volume control on the back deck OWNER: 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 enaaaed in the business of construction or remodeling; and such property is not intended for sale or resale. nor is it rental property (occupled 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 12-23111 (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 pony or residence described. DO NOT SIGN THIS SECTION IF YOU ARE A LICENSED CONTRACTOR. Signature of Owner Date: S/ 5 Note: Engineer stamped electrical one -line plan required H service is over 400 amps. Low voltage drawings must be done by NICET engineer. PAYMENT OF PITKIN COUNTY USE TAX Use Tax Permit Fee 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 permit are paid by this deposit payment and Mould not pry Use Tax. Stand alone sub -permits are dd.. $ d. $ ID 3 $ required to pay a Use Tax Deposit to Pitkin County (.5%) Deposit 5% of 50% of project Approved by Fire Marshal 11Project valuation. --1 Valuation (includes labor) $ / 6Q I • 06 Date: Exempt. Exempt Organization Approved by HPC ❑ Tax Exempt ID Number Date: Property liens may be placed on the owners andlor the contractor's property when Use Tax is not paid. ELECTRICAL CONTRACTOR Building De artmilt Acceptance 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 revocation or suspension for violation of any governing same. An accepted final Approved By: electrical inspection shall be obtained prior to using the electrical system. A final electrical inspections II be reque within 48 hours after completing an electrical i tallall 9 , f s Date: Signature of Electric4l Contractor Dale Permit Validation Date Receipt # Total 4 I r% d 1( 0 h1 $1 D 3� Print Name 56 0,V) yt p pI 10 .lr 6 !x 21 2015 8:04AM western refrigeration 970-927-3954 page 1 CIE �Vvl6�il t �I °IIZy MECHANICAL PERMIT APPLICATION PITION COUNTY COMMUNITY DEVELOPMENT 130 S GALENA THIRD FLOOR ASPEN CO 81611 INSPECTION LINE: 970-920.6532 OFFICE: 970-920.5528 FAX -, 97(i-920-5439 ()1A(I 116IGj & L PERMIT NO. (Office Use Only CUBS OF WORK-❑ NEIN JZ ADDITION O ALTERATION ❑ SOLAR RESTAURANT BBUIL.DI ? IN THIS ❑ YES 12t NO WILL PENETRATIONS MADE IN FIRE RESISTIVE CONSTRUCTION?: ❑ YES, WILL REQUIRE A PLAN REVIEW i NO TYPE OF FUEL. ❑ OIL 13 NATURAL GAS ❑ LPG DESCRIBEWORK, NO. TYPE OF EQUIPMENT FEE ft tincv Forced Ata - Gmty S -B.T.U. Wal, Suspended Or Unit Heaters Dw Vent Appliance Vera Heatirm, RefivilarakA Cooling. Atworphon t)na ADDITIONAL MAY BE REQUIRED Ra U, Alteration a AdrAtlon to m KINE: Boilers includes vard B.T. At Handling Unit C.F.M. NOTICE Thm perms becomes null and said if sok ar construction arlher¢ed is not conmrenced ,,*m 12 rronthe w (construction or wok is susperWed or abandoned for a period of ISO drys at any it" after work is oammercad" I hereby certify that I havo raad and ermrr a this apphe tion arM k ro the tmme to be in, and waeri Ail Wovoione of Iavvs and ordinances governing His type of work will be complied soh whedlw spedgod herein a not The 9m^b^g ofa perms does not precume to ghe autt ority to violate a caval the Ku%umns of a y oil" As or^1 wJrsguls5ng constitution ortha pedonmankm of trucaon / -OR DA7E SIGN pLnsURE OF CONTRACTOR Vs�i�/ Eveporavlive Coders V"ation Fen Range Hood Gee Cos Lou orAvpbme WNr' FbeFee lm r� SUBTOTAL PRINT NAME SIONATURE,OF OWNER OF OWNER BUILDER) DATE PERMIT VALIDWON Iles To APPLICATION - AccfPTED: BY HPC: BY DATE: s - - cHEc BY DA FOR BY DA - pate K• Ll Receipt # 3 50 0 �k 308 TOTAL FEE bq� _ DATE: . - nI rI r PAYMEN OF lNN[IN COUNTY USE TAX The Geral cod actor or Owren SUMN Is Nquksd to pay a Use Tez Deposit to Pillion Ooixty (3%) at ye building pemVt vakotlan at fens at issuance. Aa sub-penrift puked under a buRdIng penult are paid by this deposit payment and should not pay Use Tax Stand alone sub -permits we required in pay a Use Tax Deposit to Pdan Cowdy (.5%) Dopcsit.5% of 50% of project wkivion. I Project Valuation (Includes labor $ Exempt Exempt Organization Property Nero- may be plated on the owner's andfor the contractor's proper Exempt ID # %unb(ng)Mtechan)cal Permit Is being Issued on the condition that all Itetns requested are on the approved plans. Any deviation shall require a change orderlor removal at the applic2nCs expense. ALL PLUMBING 6 MECHANICAL PERMITS ARE REQUIRED TO BE ON THE JOB SITE. N the equipment is being Installed on an historic property or within an, historic district, you must submit plans andlor elevations Indicating the location of the equipment, as well as the enact dimensions of the unit being Installed. 000010 FINAL INSPECTIONS InspCList.rpt 111OW2D $:21:14AM Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Permit No: 0036.2015. PR BK Scheduled for February 08, 2016 Type: 133 FINAL BUILDING INSPECTION Notes: A I 1 _�& e hov—e Inspection Line:920-5532 Time: 08:00 DESCRIPTION: #Stories: Garage -Attached:_ Detached: Carport: Bedrooms: Full Bath: -I--3/4 Baths:_ 1/2 Baths:_ Kitchen:_ ACCESSORY UNIT: Living: Kitchen: Bath: Bedroom: Other: Fireplace -Maker: —Gas Appliance -Maker: Gas Log: Inspection Results - 1 - Accepted v 2 - Accepted as Noted _ 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: Page:6 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. 000011 Date Signature of Applicant PrintNameJr-tK= Qxzvtes� Date2$-V� Signature of Inspectorf Print Name Lehr jj TO A Address Contact Name: dave 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Owner: Contact # (970) 274-9616 HARRIMAN Page: 6 lnss)0List.rpt Inspection Check List Page: 7 116/2016 7:44:19AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for January 06, 2016 Permit No: 0036.2015. PRBK Type: 133 FINAL BUILDING INSPECTION Time: 08:00 Notes: note s.o.v. eng,zoneing,eh, fire sign offs not in eden DESCRIPTION: #Stories:_ Garage -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 Results: 1 - Accepted 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: 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 Applicant 4;0Print Name Date /4 /to Signature of Inspector Print Name Al 6e,& O Address Contact N e: dave Contact # (970) 274-9616 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Owner: HARRIMAN Page: 7 frisrulList.rpt 12/1712015 9:04:19AM Inspection Check List PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for December 17, 2015 Permit No: 0073.2015.PPLM Type: 441 FINAL PLUMBING Time: 12:00 Notes: Inspection Ri 1 - Accepted 2 - Accepted as Reinspection Fee $ Comments: 4 - Partial/Not Complete Page: 19 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 L- r,!rsignature of Date4L- f - Signature of Address Nam Name ti Contac # (970) 274-9616 321 SOPRIS CREEK RD Contractor: MAULDIN PLUMBING & HEATING INC Owner: HARRIMAN Page: 19 n`rapl.Listapt 12/17/2015 9:04:19AM Inspection Check List Page: 25 PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for December 17, 2015 Permit No: 0151.2015.PMEC Type: 428 FINAL MECHANICAL Time: 12:00 Notes: ispectlon Res !!� 1 -Accepted 2 - Accepted as Noted _ 3 - Rejected 4 - Partial/Not Complete Comments: 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. 00001i� Date ignature of Date_L21 / %—/tignature of Address 321 SOPRIS CREEK RD Name t Name .� Contac 0 (970) 274-9616 Contractor: MAULDIN PLUMBING & HEATING INC Owner: HARRIMAN Page: 25 7:48:09AM Permit No: 0199.2015.PMEC Type: 428 Notes: 1 - Accepted Comments: Inspection Check List PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for December 18, 2015 FINAL MECHANICAL 2 - Accepted as Noted 3 - Rejected Time: 08:00 4 - Partial/Not Complete Page: 19 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. 000015 Date Signature of Applicant s Date 'Signature of Inspector Address Contact Dame: dave 321 SOPRIS CREEK RD \ Contractor: WESTERN REFRIG. & HEATING Owner: Print Nam Print Name Cont t# (970)274-9616 HARRIMAN Page: 19 _1ist.rpt 12/17/2015 9:04:19AM Inspection Check List PITKIN COUNTY Inspection Line:9205532 Inspection Schedule for rayg Scheduled for December 17, 2015 Permit No: 0199.2015.PMEC Type: 428 FINAL MECHANICAL Notes: Results: 1 -Accepted 2 - Accepted as Noted 3 - Reinspection - Reinspection Fee $ Comments: Time: 08:18 4 - Partial/Not Complete Page: 27 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. 00001G r Dat ' /� Signature of Dated -17-h Signature of Address 321 SOPRIS CREEK RD Name ;S92 C Name v C 8555 Contractor: WESTERN REFRIG. & HEATING Owner: HARRIMAN Page: 27 Insp.CList.rpt Inspection Check List Page: 28 12/17/2015 9:04:19AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Permit No: 0210.2015.PELE Scheduled for December 17, 2015 Type: 226 FINAL ELECTRICAL Notes: You can also call Dave at 274-9616. 1 - Accepted Reinspection Fee Comments: 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. 000017 Date z L/snature of Date 1-17-1 )Signature of Address 321 SOPRIS CREEK RD Contractor: Y ELECTRIC INC Owner: HARRIMAN ,J G (970)379-0448 Page: 28 InspL'List.rpt 12/23/2015 8:19:57AM Inspection Check List PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for December 23, 2015 Permit No: 0297.2015.PELE Type: 226 FINAL ELECTRICAL Time: 12:00 Notes: Please call with estimated inspection time. Thank you! 1 - Accepted Reinspection Fee $ Accepted as Noted _ Rejected 4 - Partial/Not Complete Page: 19 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. 000018 Date Signature of i Dat ,2 Signature of Address 321 SOPRIS CREEK RD Name�)Cw 0 CVCV✓ Name Cont t# (970) 9454043 3115 Contractor: VSE ELECTRICAL LLC Owner: HARRIMAN Page: 19 InspCList.rpt 12%21/2015 8:29:57AM Inspection Check List PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Permit No: 0297.2015.PELE Scheduled for December 21, 2015 Type: 226 FINAL ELECTRICAL Notes: Please call with estimated inspection time. Thank you! Inspection Results: Time: 12:00 1 - Accepted 2 - Accepted as Noted _ 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $/ /' � /�� Comments: i1'9.a7 �i /I O Page: 33 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. 000019 Date Signature of Applicant Print Name Date -& - 3 Signature of Inspector Print Name p,t�'/c,G Address Contact N� e: Leslie Coni ct # (970) 945-4043 3115 321 SOPRIS CREEK RD Contractor: VSE ELECTRICAL LLC Owner: HARRIMAN - Page: 33 5 8:34:50AM Permit No: 0297.2015.PELE Inspection Check List PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for September 24, 2015 Type: 222 INSPECT ROUGH ELECTRICAL Notes: Iv leslie ext. # 3115 1 - Accepted Rnincnnrfinn Fon C Time: 08 00 2 - Accepted as Noted _ 3 - Rejected l 4 - Partial/Not Complete r Page: 21 LOOO20 Date Signature of Applicant v Date - 1 -/f Signature of Inspector Address Contact Na leslie 321 SOPRIS CREEK RD Contractor: VSE ELECTRICAL LLC Owner: Name`'-)-'vn Name cir Contac # (970)945-4043 HARRIMAN Page: 21 InspCList.rpt Inspection Check List Page: 22 2/8/2016. 8:21:14AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for February 08, 2016 Permit No: 0319.2015. PELE Type: 226 FINAL ELECTRICAL Notes: with bldg final Time: 08:14 Inspection Results• 1 -Accepted � 2 - Accepted as Noted _ 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: 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. 000021 Date Signature of Date - -(Signature of Address 321 SOPRIS CREEK RD Contractor: XEN TECHNOLOGY GROUP, LLC Owner: Name lot 4z 45;�t 04 Contact # HARRIMAN Page: 22 6 8:11:15AM Permit No: 0036.2015.PRBK Inspection Check List PITKIN COUNTY Inspection Schedule for joannas Scheduled for January 08, 2016 Type: 501 ZONING INSPECTION Notes: Inspection Resul 1 -Accepted. 2 - Accepted as Noted 3 - Rejected Reinspection Iiee $ Comments: 6 ll'' _ U c/. /cc cr /11// (P 000022 Inspection Line:920-5532 Time: 12:00 4 - Partial/Not Complete Page: 2 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 buye or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure, XstemE N, Date TSignature ofApplican Date I I I I I 147 Signature of Inspectto]., I Address r� Cai1tac ame: Dave 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Owner: .P/T -1IF, W, _f 7rtft TQ. Contact# (970)274-9616 Page:2 InspCList.rpt Inspection Check List Page: 22 1/8/201.5 8:11:15AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for susanpe Scheduled for January 08, 2016 Permit No: 0036.2015. PRBK Type: 502 PLANNING ENGINEER INSPECTION Time: 12:00 Notes:� q -pU Inspection Results: 1 -Accepted — 1X'_ 2 -Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: v a.v �J1 q-- 'J r-- - 000023 r.Lq� P Lo� 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 structure and systems. Date Signature of Applicant Print Name Dat Signature of Inspector y/[iL' _ Print Name 5Lsan tlearsC'n Address / Contact Name: Dave Contact # (970) 274-9616 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Owner: HARRIMAN Page: 22 APPLICATON MATERIAL 0 0 2 2 2 0 1 5 T�CAJ 0 0 3 5 2 0 15 rf-W- AFFIDAVIT AFFIDAVIT FOR COST OF CONSTRUCTI8Itl 3 6 2 0 1 5c_[ To the Chief Building Official, The total estimated cost of the construction, including all related construction costs` of the building located at SLI S6P(C1S CZeyy- 2D. and constructed, reconstructed, altered, repaired or extended under building permit no. amounts to $ 5%0.1-'4 1=1 . ;J IBI -7 3I �11 12"00 . I, !f S� 0 1}AQ¢t hnVFr�l being the person referred to as the �wner, est ted o�Ainer's representative, identified below, do solemnly swear that the statements made herein are strictly true, correct and made in good faith. "Related construction costs include all work done with or concurrently with the work contemplated by the Building Permit including construction, reconstruction, repairs, demolition, heating, air conditioning, misc. site improvements, etc. Furnishings and portable equipment are not part of the total construction costs. 000024 Proposed Cost Estimate: 5 t O, t 14 Accepted Cost Estimate: Signature and address of owner or Owner's Representative Final Project Cost: Additional Fee Required: To AMEND FEE UNDER PERMITM Signature and address of Owner or Ownets Representative Pitkin County MAY 0 5 2015 Community Development From: Sent: To: Cc: Subject: Thanks Suzannel — Will do Willis MPA ,VJ.:s 0. Pember, AIA principal Willis Pember Architects, Inc W W..ASPENARCHITECTURECOM 0 0 2 2 2 0 15 CC NSA, 0 0 3 5 2 0 15 Willis Pember [willispa@comcast.netl U 0 3 Monday, January 26, 2015 4:46 PM 'Suzanne Wolff 'Bill Hamman' RE: 0321 Sopris Creek Road - Land Use 412 Vorth Mill Street! Asnen, CO 3161 From: Suzanne Wolff rmailto:suzanne.wolffCcboitkincounty.com] Sent: Monday, January 26, 2015 4:44 PM To: Willis Pember Cc: Bill Harriman Subject: Re: 0321 Sopris Creek Road - Land Use Hi Willis and Bill. Thanks for the follow up. 1 agree that the addition to the residence and the garage are exempt from Site Plan Review, so you can go ahead and submit for building permit. At that time, you will need a survey that depicts the amended property line on the west side in order to demonstrate compliance with the rear yard setback. Please submit this email with your building permit application. On Mon, Jan 26, 2015 at 10:22 AM, Willis Pember <willispakcomcast.net> wrote: Hi Suzanne, Thanks for meeting with us last Tuesday. Attached is my summary of our meeting regarding the Master bedroom addition and the replacement garage proposal for Bill Harriman's residence in Emma. Pitkin County MAY 0 5 2015 Let us know if there is any else you need from us before we submit for a building permit. Community Development 000025 D M11 ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) EFI/NR CONSTRUCTION PERMIT I 76 Service Center Rd - Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0011.2015.powt Parcel ID #: 2465-132-00-016 Permit Issued: ❑NEW (]REPAIR EIREMODEL/ADDITION ®TANK ONLY ❑FIELD ONLY OAMENDMENT Owner(s): Bill and Lelia Harriman Property Address: 321 Sopris Creek Rd Legal Description: Size of Lot: 3.74 Size of Building: 3428 Acres Detached Accessory Unit: ❑YES ❑NO Sq. Ft. Size of Accessory Unit: This system is to serve a 3 -bedroom house. Designed By: Phone #: Fax #: LTAR: N/A Project #: _ Mailing Address: Email Address: Profile Hole Depth: Dated: Sq. Ft. Depth to Groundwater or Bedrock: ➢ T Minimum Tank Capacity: 1000 gallons Minimum Absorption Area: N/A Permit Conditions: This OWTS Construction Permit Is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This permit is to replace a failed septic tank as part of a remodel of a residence. The existing residence will add a bedroom as part of the remodel and the existing CDU in the Barn will be removed so that the total number of bedrooms will remain 3. The existing septic tank must be pumped, and properly abandoned by filling, crushing, or removing. Documentation of proper abandonment of the existing tank must be provided to this office as part of the final approval of this permit. The new tank will be a minimum 1000 -gallon two-compartment septic tank and shall be installed a minimum of 50 feet to any well. Carla Ostberg, a licensed inspector with CBO Inc, performed an inspection of the existing OWTS on April 13, 2014 and indicated the soil treatment area showed no signs of failure. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built' letter to this Department within 30 days of the final Inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 -hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection. cleaning, and maintenance of the system by qualified personnel. in accordance with the manufacturers recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantees issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Kurt Dahl, REHS Date: 06/22/15 Expires: 06122/16 Installer: License #: Reactivation Authorized by: Final Approval Issued By. Date: New Expiration Date: ❑Fee Pad 00002G PR.14.2015_ 4:02PM_OATES KNEZEVICH GARDENSWARTZ 6�1Po-1 ;Lt Form No. OFFICE OF THE STATE ENGINEER `GWS -25 COLORADO DIVISION OF WATER RESOURCES 00 3 5 2 0 15 '75v— 81a centennial Bldg., 1313 Sherman St,, Denver, Colorado 80203 (303) 866-3581 APPLICANT JANE SMITH 0321 SOPRIS CREEK ROAD BASALT, CO 51621- ro7n1 AIA.1991 LR WELL PERMIT NUMBER 264564 .J V -� " 2_ 1 I DIV, 5 WD 38 DES. BASIN MD APPROVED WELL LOCATION PITKIN COUNTY SE 1/4 NW 1/4 Section 13 Township 8 S Range 87 W Sixth P.M DISTANCES FROM SECTION LINES 1642 Ft. from North Section Line 1551 FL. from West Section Line UTM COORDINATES (Meters Zone:13 NAD83) resting: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this penult does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief In a civil court action. 2) Construction details for this existing well have not been provided to this office; therefore, it is not known if the construction of this well is in compliance with the Water Well Construction Rules, 2 CCR 402-2- The issuance of this permit does not relieve the well owner of responsibility or Ilabllity in the event contamination of the groundwater source results from the construction or use of this well, not does the State Engineer assume any responsibility or liability should contamination occur. 3) This well is recorded and permit approved In accordance with CRS 37-92.602(5) for historical use as indicated herein and described in CRS 37.92-602(1)(b), being a well producing 15 GPM and used for ordinary household purposes inside one (1) single family dwelling and one (1) accessory dwelling unit. fire protection, the watering of domestic animals and poultry, and the irrigation of not more than 35,000 square feet (0.80 acres) of home gardens and lawns. 4) Approved as a well on a tract of land of 3.72 acres described as that portion of the SE 1/4 of the NW 1/4, Sec 13, Twp. 8 South, Rng. 87 West, 6th P. M., Pllkln County, more particularly described on the attached exhibit A. Further identified as 0321 Sopns Creek Road, Basalt, CO 81621. 5) The date of first beneficial use, as claimed by the applicant, is May 1,1955. NOTE: This well was decreed as Beard Well in Division 5 Water Court case no. W-0866. This well was decreed for 0.033 efs (15 gallons per minute). The total depth of this well is decreed as 209 feet. Al the date of the entry of this decree with the court on June 14, 1973, the well owner was: Edith Beard, Rt. 1, Box 101, Carbondale. GO 81623. NOTE: Parcel Identification Number (PIM: 49.2465-132-00.016 NOTE: Assessor Tax Schedule Number: RD06932 Pitkin County MAY 0 5 2015 Communiiy Development APPROVED DMW Stale En ine 9y CVDID ATI/1AI r1nTC 000021 KNEZEV:CH GARDENSWARTZ NC. 1392P 00222015 rc 130 00352015 CCTV Form No. STATE OF COLORADO— f For Office Use Only GWS-' i OFFICE OF THE STATE ENGINEER I�1IV�I� 2 O 15 )�� 818 Centennial Bldg., 1313 Sherman St, Denver, CO 80203 Pbone-Info: (303) 866.3587 Main: (303) 866-3581 FEB 0 3 2011 Fax: 303 866-3589 a ://www.wateLState.co.ns WATER RESOURCES STATE ENGINEER CHANGE IN OWNER NAMEfADDRESS CORRECTION OF THE WELL LOCATION COLO. Review Instructions on the reverse side prior to completing the form. Name address and phone of the claiming opt—yershjp person of the well nerm'r Name(s): WILSONRELIRRIMANAND LELIAT.STEGE Mailing Address: 114 WOODS ROAD ASPEN c0 81611 Phone: 970.9236557 Iltis form is filed by The named individual/entity claiming that they are the owner of the well permit as referenced above. Tbis filing is made pursuant to CJLS. 37-90.143. Well Locarinn• Well Permit Number-, 264564 Receipt Number. 9503416 Case Number. County Piddn Well Name oris (optional): Address: 321 SOPRJS CREEK ROAD BASALT CO 81621 SE M of the NW M, Sec 13 lisp_ 8 N. or ® S., Range 87 E. or ® W SIXTH _P.M. Distance fr IM Section Li es' 1642 Ft. From ®N. or ❑ 5., 1551 Ft. From [jE. or ®W. Line, Subdivision Name. Lot Block , Filinglunit The above listed owner(s) say(s) that he, she (they) ownthe well permit described herein. The existing record is being amended for the following reasons: Qct Change in name of owner © Change m retailing address ❑ Conttetion of location for exempt wells permitted prior to May 8,1972 and non-exempt was permitted before May 17,1965. Please see the reverse side for further information regarding correction of the well location. I (we) claim and say that I (we) (are) the owner(S) of the well described above, know the contents of the statements made herein, and Ewe lhat they ate true tom aur .knowled . Signer (s) of the new owner ' Please prim the Signer's Name & Tule Dare J Jawary 16, 2011 It is the ' oflKeneWwnprof this well petmit to complete akdsigh this form, Signatures of agents are acceptable if an original le of altency simied by ire owner is attached to the form Man its recei L For Office Use Only ACCEPTED AS A CHANCE OF OW NEcRS}HP AND/OR MAILING AUPRUS "ZA . — I'Al- it Stateen ' r By / Date Form 13005 1012008 we0.vansferodt 000023 Q62003731 (10098021} Pitkin County MAY 0 5 2015 Community Development reel 00222015 V0u REScheck Software Version 4.5.0 0 0; 5 2 0 1 5 Willis Pember NX' Compliance Certificate 00 0 3 6 2 015 Emma, CO 81621 412 North Mill Street Project Harriman Residence Addition Energy Code: Location: Construction Type: Project Type: Climate Zone: Permit Date: Permit Number: 2009 IECC Aspen, Colorado Single-family Addition 7 (9922 HDD) IEMEWE JU 7 2015 D FORCIWrCE Construction Site: Owner/Agent: Designer/Contractor: 0321 Sopris Creek Road Bill & LeeLee Harriman Willis Pember Emma, CO 81621 0321 Emma Road Willis Pember Architects, Inc. 4 Emma, CO 81621 412 North Mill Street 561714-3350 Aspen, CO 81611 38 bharriman@harrimanconstruction.c 970 920-1727 0.320 om willispa@comcast.net Compliance: Passes using UA trade-off Compliance: 2.7% Better Than Code Maximum UA: 148 Your UA: 144 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade -of rules. It DOES Nor provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Wall Grid A: Wood Frame, 16" o.c. Windows D&E: Wood Frame:Double Pane with Low -E Window F: Wood Frame:Double Pane with Low -E Door 1: Glass Window F: Wood Frame:Double Pane with Low -E Crawl Grid A: Other Crawl Wall Wall height: 4.0' Depth below grade: 4.0' Insulation depth: 4.0' Wall Grid 2: Wood Frame, 16" o.c. Door 2: Glass Crawl Grid 2: Other Crawl Wall Wall height: 4.0' Pitkin County MAY 0 5 2015 Depth below grade: 4.0' Community Development Insulation depth: 4.0' Wall Grid C: Wood Frame, 16" o.c. Window C: Wood Frame:Double Pane with Low -E Crawl Grid C: Other Crawl Wall Wall height: 4.0' Depth below grade: 4.0' Insulation depth: 4.0' 193 29.2 0.0 0.049 5 14 0.320 4 15 0.320 5 38 0.320 12 15 0.320 5 86 0.071 3 57 29.2 0.0 0.049 2 19 0.320 6 27 0.071 1 81 29.2 0.0 0.049 3 10 0.320 3 40 0.071 1 Project Title: Hamman Residence Addition Report date: 04/30/15 Data filename: Z:Lwpald\1502\Energy\Harriman Residence Addition REScheck.rck Pagel of 9 000029 Wall Grid 1: Wood Frame, 16" o.c. Window B: Vinyl Frame:Double Pane with Low -E Crawl Grid 1: Other Crawl Wall Wall height: 4.0' Depth below grade: 4.0' Insulation depth: 4.0' Wall Grid D: Wood Frame, 16" o.c. Window A: Vinyl Frame:Double Pane with Low -E Window A: Vinyl Frame:Double Pane with Low -E Crawl Grid D: Other Crawl Wall Wall height: 4.0' Depth below grade: 4.0' Insulation depth: 4.0' Wall Grid 3: Wood Frame, 16" o.c. Crawl Grid 3: Other Crawl Wall Wall height: 4.0' Depth below grade: 4.0' Insulation depth: 4.0' Wall Grid C.6: Wood Frame, 16" o.c. Window A: Vinyl Frame:Double Pane with Low -E Crawl C.6: Other Crawl Wall Wall height: 4.0' Depth below grade: 4.0' Insulation depth: 4.0' Addition Floor: All -Wood joistfrruss:Over Unconditioned Space Addition Ceiling: Steel Joist/Rafter, 16" o.c.:2x10 216 29.2 0.0 0.049 9 27 0.320 9 72 0.071 2 210 29.2 0.0 0.049 9 13 0.320 4 13 0.320 4 103 0.071 3 56 29.2 0.0 0.049 3 24 0.071 1 43 29.2 0.0 0.049 1 13 0.320 4 23 0.071 1 653 22.0 0.0 0.042 27 653 52.0 0.0 0.026 17 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. _ OMi�i , Acr6%Wg:i Cln4+i� 5.4.cs Name - itie Signature Date 000030 Project Title: Harriman Residence Addition Report date: 04/30/15 Data filename: Z:\_wpald\1502\Energy\Harriman Residence Addition REScheck.rck Page 2 of 9 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 IECC Requirements: 56.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section ik Re-InspectlonlPlan Review Plans VeAfled Value Field Verified Value 7 Comments/Assumptlons & R.ID 103.2 Construction drawings and ❑Complies Requirement will be met. [PR111 documentation demonstrate ❑Does Not 9 energy code compliance for the ❑Not Observable Location on plans/spec: building envelope. ❑Not Applicable Sheet A6.1 103.2, Construction drawings and ❑Complies 403.7 documentation demonstrate ❑Does Not [PR311 energy code compliance for ❑Not Observable y. lighting and mechanical systems. Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR21' sized per ACCA Manual S based Btu/hr— Btu/hr ❑Does Not on loads per ACCA Manual J or other approved methods. Cooling: Cooling: ❑Not Observable Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 000031 11 J High Impact (Tier 1) 12 IMedlum Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Harriman Residence Addition Report date: 04/30/15 Data filename: Z:\_wpald\1502\Energy\Harriman Residence Addition REScheck.rck Page 3 of 9 Section #1 Foundation Inspection Plans Verttied Value Field Verined Value Complies? Comments/Assumptions & Req.ID 402.2.9 Unvented crawl space wall R-_ R-_ ❑Complies see the envelope Assemblies [F0711 insulation R -value. R_ R_ ❑Does Not cable for values. *� ❑Not Observable ❑Not Applicable 303.2 Unvented crawl space wall (]Complies Requirement will be met. [F08]' insulation installed per ❑Does Not 0 manufacturer's Instructions. ❑Not Observable Location on plans/spec: ❑Not Applicable Sheet A2 402.2.9 Unvented crawl space continuous ❑Complies Requirement will be met. [F09]1 vapor retarder installed over ❑Does Not Q exposed earth, joints overlapped ❑Not Observable Location on plans/spec: by 6 in. and sealed, extending at ❑Not Applicable Sheet A2. least 6 in. up and attached to the wall. 402.2.9 Unvented crawl space wall _ in. _ in. ❑Complies see the envelope Assemblies [FO1011 insulation depth of burial or []Does Not table for values. 0 distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed -❑Complies Requirement will be met. [F011]7 to protect exposed exterior ❑Does Not #4 insulation and extends a ❑Not Observable location on plans/spec: minimum of 6 In. below grade. ❑Not Applicable Sheet A6.2 403.8 Snow- and ice -melting system ❑Complies [F012]' controls installed. ❑Does Not b' []Not Observable ❑Not Applicable Additional Comments/Assumptions: 000032 1 High Impact flier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Harriman Residence Addition Report date: 04/30/15 Data filename: Z:Lwpa1d\1502\Energy\Hamman Residence Addition REScheck.rck Page 4 of 5 Section #Framing / Rough4n Inspection Plans Verified Value Field Verified Value Gales? Comments/Assumptions & Req.ID 402.1.1, Glazing U-factor (area-weighted U-_ U-_ ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 4e02.5 ❑Not Observable 1FR211 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not 10 with the NFRC test procedure or ❑Not Observable Location on plans/spec: taken from the default table. Sheet A2.3 ❑NotApplicable 402.3.5 Sunrooms enclosing conditioned U-_ U-_ ❑Complies Exception: Requirement is [FR8]1 space have a maximum❑Does Not not applicable. fenestration U-factor of 0.50 in []Not Observable Climate Zones 4-8. New glazing ❑Not Applicable separating the sunroom from conditioned space must meet code requirements. 402.3.5 Sunrooms enclosing conditioned U-_ U-_ ❑Complies Exception: Requirement is [FR9]1 space have a maximum skylight ❑Does Not not applicable. 14 U-factor of 0.75 in Climate Zones [-]Not Observable 4-8. ❑Not Applicable 402.4.4 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not 16# AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housingAnterior finish ❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable Location on plans/spec: leakage at 75 Pa. ❑Not Applicable Sheet A2.3 403.2.1 Supply ducts in attics are R-_ R- ❑Complies [FR12]1 insulated to ZR-8. All other ducts R- R- ❑Does Not in unconditioned spaces or outside the building envelope are ❑Not Observable Insulated to aR-6. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers, filter boxes, and []Does Not 40 building cavities used as return ducts are sealed. []Not Observable ❑Not Applicable 403.2.3 Building cavities are not used for ❑Complies jl [FR15]3 supply ducts. ❑Does Not []Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R-_ R-_ ❑Complies [FR17]2 above 105 of or chilled fluids ❑Does Not 40 below 55 of are insulated to z•R-3. []Not Observable ❑Not Applicable 403.4 Circulating service hot water R-_ R-_ ❑Complies [FR18]2 pipes are Insulated to R-2. ❑Does Not []Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are []Complies Requirement will be met. [FR39]2 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable Location on plans/spec: ❑Not Applicable Sheet A2.3 Additional Comments/Assumptions: 000033 1 High Impact (iter 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Harriman Residence Addition Report date: 04/30/15 Data filename: Z:\_wpald\1502\Energy\Harriman Residence Addition REScheck.rck Page 5 of 9 0000311 1 High Impact (Ter 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Ter 3) Project Title: Harriman Residence Addition Report date: 04/30/15 Data filename: Z:\_wpa1d\1502\Energy\Harri man Residence Addition REScheck.rck Page 6 of 9 Section # Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled OComplies Requirement will be met. [IN33]2 or the installed R -values Not provided. .❑Does ONot Observable ONot Applicable 402.1.1, Floor insulation R -value. R- R-_ OComplies See the Envelope Assemblies 402.2.5, ❑ Wood ❑ Wood ODoes Not table Por values. 402.2.6 [IN111 ❑ Steel ❑ Steel ❑Nat Observable 0 ONot Applicable 303.2, Floor Insulation installed per OComplies Requirement will be met. 402.2.6 manufacturer's Instructions, and ❑Does Not [IN2]1 in substantial contact with the ONot Observable location on pians/spec: U� underside of the subflooc. ONot Applicable Sheet A6.1 402.1.1, Wall insulation R -value. If this is a R- R- OComplies See the Envelope Assemblies 402.2.4, mass wall with at least 1/1 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.5 [IN311 wall insulation on the wall exterior, the exterior insulation ❑ Mass ❑ Mass ONot Observable 0 requirement applies. ❑Steel C] Steel ONot Applicable 303.2 Wall insulation is Installed per OComplies Requirement will be met. [IN4]1 manufacturer's instructions.❑Does Not 0 ❑Not Observable Location on plans/spec: ONot Applicable Sheet A6.1 402.2.11 Sunroom wall Insulation has a R-_ R- OComplies Exception: Requirement is [IN8)1 minimum R -value of R-13. New []Does Not not applicable. walls separating the sunroom ONot Observable from conditioned space must meet code requirements. ONot Applicable 303.2 Sunroom wall insulation installed OComplies Exception: Requirement is [IN9]1 per manufacturer's Instructions. ❑Does Not not applicable. 14' []Not Observable ONot Applicable 402.2.11 Sunroom ceiling minimum R-_ R- OComplies Exception: Requirement is [IN10]1 insulation R -value of R-19 in ❑Does Not not applicable. Climate Zones 1-4, and R-24 in Climate Zones 5-8. []Not Observable ❑Not Applicable 303.2 Sunroom ceiling Insulation is OComplies Exception: Requirement is [IN11]1 installed per manufacturer's ❑Does Not not applicable. instructions. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 00 0 0 v 5 I High Impact cher 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Hamman Residence Addition Report date: 04/30/15 Data filename: Z:twpald\1502\Energy\Harriman Residence Addition REScheck.rck Page 7 of 9 Section # Final Inspection Provisions Mans Verified Value Field VerMied Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R -value. Where R- R-_ ❑Complies See the Envelope Assemblies 402.2.1, > R-30 is required, R-30 can be ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2 used if insulation is not ❑ Steel ❑ Steel []Not Observable [Fill' compressed at eaves. R-30 may ❑Not Applicable g. be used for 500 ft' or 20% (whichever is less) where sufficient space is not available. 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's Instructions. ❑Does Not [FI211 Blown insulation marked every ❑Not Observable Location on plans/spec: 300 ft'. ❑Not Applicable Sheet A6.1 402.2.3 Attic access hatch and door R-_ R-_ ❑Complies Requirement will be met. [FI311 Insulation all -value of the ❑Does Not V, adjacent assembly. ❑Not Observable Location on plans/spec: ❑Not Applicable Sheet A2.3 402.4.2, Building envelope tightness ACH 50 =_ ACH 50 =_ ❑Complies Requirement will be met. 402.4.2.1 verified by blower door test result ❑Does Not [FI1711 of <7 ACH at 50 Pa. This []Not Observable Location on plans/spec: g. requirement may Instead be met ❑Not Sheet A2.3 via visual inspection, in which Applicable case verification may need to occur during Insulation Inspection. 402.4.3 Wood-buming fireplaces have ❑Complies Exception: Requirement is [FIBjz gasketed doors and outdoor ❑Does Not not applicable. lik combustion air. ❑Not Observable ❑Not Applicable 403.2.2 Post construction duct tightness cfm cfm ❑Complies [F1411 test result of s8 cfm to outdoors, _ _ ❑Does Not or sl2 cfm across systems. Or, rough -in test result of s6 cfm ❑Not Observable across systems or s4 cfm ❑Not Applicable without air handler. Rough -in test verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats ❑Complies [Fl9]2 installed on forced air furnaces. ❑Does Not ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed - ❑Complies [FI10]2 on heat pumps. ❑Does Not []Not Observable []Not Applicable 403.4 Circulating service hot water ❑Complies (Mllj2 systems have automatic or ❑Does Not -4 accessible manual controls. ❑Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on ❑Complies [F112)3 heaters for swimming pools. ❑Does Not ❑Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters ❑Complies [FI19]3 and pumps are present. ❑Does Not ❑Not Observable ❑Nat Applicable 000 03 J 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Harriman Residence Addition Report date: 04/30/15 Data filename: Z:Lwpald\1502\Energy\Harriman Residence Addition REScheck.rck Page 8 of 9 Section # Final Inspection Provisions Plans Plans Verified Field Verified Value Compiles? CommerRs/Assumptions & R .ID 403.9.3 Heated swimming pools have a ❑Complies (F12013 cover. Covers on pools heated ❑Does Not over 90 of are insulated to R-12. ❑Not Observable ❑Not Applicable 404.1 50% of lamps in permanent ❑Complies [1`1611 fixtures are high efficacy lamps. ❑Does Not M' ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies Requirement will be met. (F1712 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [1`I1813 mechanical and water heating ❑Does Not equipment have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 0000" i 1HIgh Impact (Tier 1) 12 JMQlum Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Harriman Residence Addition Report date: 04/30/15 Data filename: Z:\_wpald\1502\Energy\Harriman Residence Addition REScheck.rck Page 9 of 9 �(2009 IECC Energy j Efficiency Certificate Wall Floor Ceiling / Roof Ductwork (unconditioned spaces): Window Door Heating System: Cooling System: Water Heater: 29.25 22.00 52.00 0.32 0.32 Name: Date: Comments 000033 n 0 2 2 2 0 1 00352015 5 WPxu PSP V_ e%°A -� City ofAsven / 03I Pitkin County Pitkin County Tne Cin or Asrrru Efficient Building Program OWNER: 1L1. PROJECTADDRESS: r t 21 PARCEL ID #: CONTACT NAME: CONTACTNUMBER: q2 —II CONTACT E-MAIL ADDRESS: 2W rjwn4n!<LnlST2UCItpru• PERMIT #: /circle all that apply) TYPE OF PROJECT: EW SCRAPE -OFF REMODELDDITIO New construction square footage: Points required: Interior remodelsquare footage: Points required: Addition square footage: 53. Points required: 2-6- 6Detached Detachedgarage square footage: 1 -3-I Points required: 3 Co 2 TOTAL POINTS REQUIRED 117rW ITOTAL POINTS ACHIEVED o N = °a City ofAsnen/Pitkin County Efficient Building Proeram Checklist w a 0 Please read the EB Guidelines prior to completing the Checklist. The EB Guidelines serve as the official code document for this program. LEGEND LL 0 21 = Shaded box indicates mandatory compliance for all projects (14 for new houses 121 for addidonslremodets) 70 = Dark outline indicates mandatory measures for publicly -funded affordable housing projects (PFAH) rn z S = Self -certified (Applicant's signature on this checklist serves as certification.) o F 1-5 = Inspected (PC: Plan Check; 1: Foundation; 2: Framing; 3: Insulation; 4: Rough -in; 5: Final) U w P =Prerequisite (These measures must be achieved /or the subsequent points to be earned.) n ? ihnantity Levels o QL 1 = 10% - 25%; QL 2 = 26% - 50%; CIL 3 = 51% - 75%; CIL 4 = 76% - 100% 2.0 DECONSTRUCTION/ DEMOLITION & CONSTRUCTION DEBRIS RECYCLING PC 3 12.1 Deconstruction Plan submitted with permit application (remodels and/or scrape -offs only) 4-3712.2 1 Demolition debris reduced (4 points required of remodels and/or scrape -offs; select from 2.2.1 - 2.2.6) 1 3 1 2.2.1 Wood recycled / composted ( t 75% of all wood) 1 3> 1 3 1 2.2.2 Metal recycled (t 90% of all metals) 1 3 2.2.3 Concrete recycled ( t 75% of all concrete) 1 2 2.2.4 Carpet pad recycled (90% of all carpet pad) 1 2 2.2.5 Compaction (grinding, shredding, crushing, etc.) 1 17— 6-24 2.2.6 Material salvaged for reuse (6 points per level) S 3 2.3 Deconstruction materials donated to a non-profit organization EM440 2.4 Construction debris recycled (4 points required of all new construction & PFAH p S 1-4 2.4.1 Wood scrap recycled I composted (1 point per Quantity Level) S 2 2.4.2 Metal scrap recycled (t 90% of all unused metals) S 1 1-4 2.4.3 Cardboard recycled (1 point per Quantity Level) 2n° Edition 9/03 City of Aspen / Pitkin County Efficient Building ProgrftMmunirlry DevdopmeAbe 1 000039 F'4Wir,*i 00222015 USE OF RESOURCE EFFICIENT MATERIALS Part 0 of sectio PV2u 00352015PrPv- Reclaimed lumber (5 points per Quantity Level) 2.6 Reclaimed exterior trim / siding / interior trim/ flooring (5 points per Quantity Level)- 2nd Edition 9/03 000040 City of Aspen / Pitkin County Efficient Building Program r11Km County NAY 0 5 2�lr 2 Community Development �a USE OF RESOURCE EFFICIENT MATERIALS Part 0 of sectio 2.5 Reclaimed lumber (5 points per Quantity Level) 2.6 Reclaimed exterior trim / siding / interior trim/ flooring (5 points per Quantity Level)- IS2.7 Recycled -content carpet (1 point per Quantity Level) 2.8 Recycled -content in decking materials (1 point per Quanfity Level) 2.9 Recycled -content sheathing (1 point per QuantityLevel) FS2.8 2.1 Recycled -content or fiber cement siding (1 point per Quantity Level) 2.11 Recycled -content ceramic the (1 point per QuantityLevel) 2.12 Recycled -content roofing (1 point per Quantity Level) 2.13 Rapidly renewable content flooring used (2 points per Quantity Level) 2.14 Built-in kitchen recycling center to include two or more bins Sub Total 3.0 LAND USE AND WATER CONSERVATION 1-3 3.1 Simple Footprint 1 3 3.1.1 <- 4 exterior comers (no points for 3.1.2 or 3.1.3) 1 2 3.1.2 5 6 exterior comers (no points for 3. 1.1 or 3.1.3) 1 1 3.1.3 exterior corners no points for 3.1.1 or 1-5 3.2 Xedscape Landscaping (2 points required of all PFAH projects; select from 3.2.1 - 3.2.5)) S 1 3.2.1 Addition of organic material to and aeraton 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 Al planting beds mulched with wood chips at least 2' deep S 1 3.2.4 Appropriate use of low -water -demand plants S 1 3.2.5 Zoned irrigation system MMLL13 3.3 Water conservation by performance (2 points required of all PFAH projects; select from 3.31 - 3.34) 5 1 3.3.1 One point for each gallon per minute savings over code requirements 5 t 1-4 3.3.2 Dual -flush toilet (1 point for each toilet. no credit for toilet under 3.3.1) 5 2-8 3.3.3 Composting toilet (2 points for each toilet. no credit for toilet under 3.3.1 5 1 3.3.4 Only one showerhead in all showers 5 5 3.4 Drip Irrigation or no irrigation 5 1-4 3.5 Engineered/vegetated swales to filter stonnwater runoff (1 point per Quantity Level of fitered run-off) 5 1 1.10 3.6 Planting trees beyond required trees (1 point for every tree over requirement) 3-8 3.7 Save and reuse all topsoil and/or excavated fill on site 1 A 3 3.7.1 Topsoil reused on site (Indicate storage location on site plan.) 1 5 3.7.2 100% 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 3.1 Pervious materials in'hardscape" areas (2 points per Quantity Level) Sub Total 4.0 FRAMING & MATERIALS M 11111 2-42A4.1 Incorporate optimal value engineering (OVE) framing techniques (6 points required of all PFAH projects) 2 1 3-121 4.1.1 24" O.C. studs 3 points per Quantity Level for all framing) 2 2-8 1 4.1.2 Two -stud comers (2 points per Quantity Level for all framing) 2 g' 2.8 4.1.3 Efficient headers (2 points per Quantity Level for all framing) 2 2-8 4.1 .4 Stacking joists/studs - eliminating double top plate (2 points per Quantity Level) 2 3 4.1.5 Building with 7 increments 2 75% of footprint PC 3 4.1.6 All framing members shown on drawings in plan and elevation 2 Lt 1 14 14.2 Oriented Strand Board in subfioors (1 point per Quantity Level) 2 ij 1 14 14.3 Oriented Strand Board in wall sheathing (1 point per Quantity Level) 2 1 2-8 14.4 Low -toxic Oriented Strand Board (OSB) (2 points per Quantity Level) 2 4R 1 2.8 14.5 Finger -jointed studs or engineered studs for wall framing (1 Point per Quantity Level) S 14 14.6 Finger -jointed interior trim (1 point per Quanfity Level) 2 2-8814.7 416 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 flooding (4 points per Quantity Level) FRAMING & MATERIALS continued on next page 2nd Edition 9/03 000040 City of Aspen / Pitkin County Efficient Building Program r11Km County NAY 0 5 2�lr 2 Community Development �a 00222015P1��� 2nd Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Pitkin Gou n`Y 000041 MAY 05 2015 V_ Community Cevclopment 4.0 FRAMING & MATERIALS continued 5J3-12 4.7.4 FSC certified cabinets (4 points per Quantity Level) 5 4.7.5 FSC certified windows and/or doors (4 points per Quantity Level) 5 4.7.6 FSC certified outdoor structures, decking and landscaping forms (2 points per Quantity Level) 4.8 SFI certified material 2 4.8.1 SFI certified sustainably harvested lumber (3 points per Quantity Level) 5 4.8.2 SFI certified cedar shakes and/or shingles (3 points per Quantity Level) 5 4.8.3 SFI certified trim and flooring (3 points per Quantity Level) 5 484 SFI certified cabinets (3 points per Quantity Level) 5 1 3-121 4.8.5 SFI certified windows and/or doors (3 points per Quantity Level) 5 2-8 4.8.6 SFI certified outdoor structures, decking and landscaping forms (2 points per Quantity Level) 2 q 1-4 4.9 Engineered Lumber used in floors and roofs (1 point per Quantity Level) (3 points required of all PFAH projects) 2 7- 2 4.1 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 ( z 75% of all insulated concrete forms) 1 1.4 4.15 Insulated Concrete Forms (ICF's) (1 point per Quantity Level) S 1 1 2 14.16 Non -solvent based foundation waterproofing (100% of foundation wall) 11 1 3-12 4.17 Frost -protected shallow foundation (3 points per Quantity Level) 1 1-4 4.18 20% or more flyash content (1 point per Quantity Level) Sub Total 5.0 ENERGY MEASURES PC 11.1015.1 Performance exceeding the Model Energy Code 98.2 standard for APECC (1 pt for every 5% better) (4 pts for PFAH) 8 1 1 15.2 Window quilts or insulated window shades installed (t 75% of all exterior windows) PC 1 5.3 Mechanical equipment centrally located 5 5 5.4 Energy Star® house ( 5 star rating on an E -Star-) PC 3 5.5 Energy 10 analysis 3 1 5.6 All ductwork sealed with mastic 3 1 1 5.7 Insulate all hot water pipes to all locations to R-2.5 3 a 3 5.8 Unvented crawlspace (conditioned, insulated walls, continuous vapor barrier, no vents, etc.) 5 2 5.9 Side-arm hot water heater EM5.10 5.1 Energy-efficient boiler or furnace 5 1 1 5 1 5.10.1 87% (min.) efficient boiler or 94% (min.) efficient furnace 5 5 1 5.10.2 Modulating or sequentially staged boilers 5 3 15.11 Outdoor reset thermostat control 5 4 5.12 High -efficiency gas hot water heater stand alone units only) PC 3 5.13 Manual J calculatlons used for sizing mechanical equipment Sub Total 6.0 PLUMBING 5 26.1 Tankless water heater 5 3 6.2 "On -demand" hot water system Sub Total 7.0 ELECTRICAL 5 1.10 7.1 Energy Star® appliances (1 point for each appliance) (2 points required of all PFAH projects) S 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 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 (z 2 interior spaces controlled) Sub Total 2nd Edition 9/03 City of Aspen / Pitkin County Efficient Building Program Pitkin Gou n`Y 000041 MAY 05 2015 V_ Community Cevclopment 00222015 POJ 00.1-52015P�1i1✓ ,tz 2n° Edition 9/03 000042 City of Aspen / Pitkin County Efficient Building Program MAY 0 5 2015 Page 4 Community+ Cevelopment 6.0 INSULATION 3 1 2 18.1 Wall insulation is 70% recycled material ( z 75% of all wall insulation) 3 1 2 18.2 Roof insulation is 70% recycled material ( z 75% of all roof insulation) 3 L4 1 4 18.3 Blown / sprayed insulation (a 50 % of all insulation) 3 Z. 2 8.4 Formaldehyde -free or low -toxic insulation ( z 50% of all insulation) 5 1-10 8.5 0.5 Single -pane windows upgraded (additions and remodels only) 8.5.1 Double -glazed (no points for 8.5.2 or 8.5.3) 5 1 8.5.2 Double -glazed with low -e mating (no points for 8.5.1 or 8.5.3) 5 0.5 8.5.3 Spectrally -selective film applied to historic windows (no points for 8.5.1 or 8.5.2) 3 7 8.6 Existing ceiling insulated to R-38 or to capacity (additions & remodels only) 3 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 1 19.1 Air destratification system S 11-5A9.2 1 1 1 Natural cooling (1 point required of all PFAH projects) 9.2.1 Vertical shading devices for east and west -facing glass 5 1 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 9.2.3 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) 414 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 9.5.2 s 0.35 NACH (2 additional points for every .05 NACH reduction) 5 2 9.6 Whole -House Fan coolin (no points for 9.3 or 9.4) 5 10 9.7 Convert electric resistance heat to gas (additions & remodels only) 5 1 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 All to air heat exchanger Sub Total 10.0 SOLAR 10-20110.1 Passive solar space healing 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 10 10.2 Solar heating system for domestic hot water (no points for 10.3 or 10.4) 5 2 10.3 Active solar pre -plumbing (no points for 10.2 or 10.4) 5 15 10.4 Active solar space healing 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 ZS115-801 10.5.2 System size of a 1.5 kW (5 additional points for every.5 kW supplied, with a 8 kW maximum) L Sub Total 11.0 INDOOR AIR QUALITY S 1 1-4 111.1 Low VOC and/or low -toxic interior paint (1 point per Quantity Level) (2 points required of all PFAH projects) S 1 1 111.2 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 (NEPA) flier 5 3 11.4 Rough -in for radon mitigation (no points for 11.5) 5 5 11.5 Radon mitigation system completed (no points for 11.4) S 1-4 11.6 Solvent -free and/or low -toxic wood finishes (1 point per Quantity Level) INDOOR AIR QUALITY continued on next page Pitkin f' Mon A 2n° Edition 9/03 000042 City of Aspen / Pitkin County Efficient Building Program MAY 0 5 2015 Page 4 Community+ Cevelopment 002221 00352 w A . 10 A 1' n4 5 PP V- K nV0,- 2nd Edition 9/03 000043 City of Aspen / Pitkin County Efficient Building Program MAY 099M5 Community Development 11.0 INDOOR AIR QUALITY continued IM S 61 1 1.4 111.7 Low toxic floor coverings (1 point per Quantity Level) 5 11.8 Carbon monoxide detector 5 5.10 11.8 Non -atmospherically vented (sealed combustion) gas furnace, boiler, or water heater (5 pts required for PFAH) 3 2 11.1 Sealed mechanical room 5 11.1 Exhaust fan in attached garage or no attached garage S 5 11.12 Elimination of all particleboard inside envelope of house S 3 11.13 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 Americal Lung Association "Health House' 4 511.16 Mechanical Ventilation ,2 ub Total 12.0 INNOVATION POINTS PC 1-20 12.1 Innovative product or design points 5 5 12.2 Alternative fuel infrastructure for vehicle use PC 3 12.3 Location -efficient project S 15 12.4 Ground source heat pump - wind power fee Sub Total / TOTAL POINTS APPLICANT'S SIGNATURE: PRINT NAME: TITLE: _ftO�V--f AG 6-Y, NOTE: Signature indicates the applicant will comply with stated requirements. a a a FOR OFFICIAL USE ONLY r s s PC I IPlan Check approval by: �j p Date: 4/,' I S 1 I I 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 Program Deconstruction Plan 2.1 1 Required for additions, remodels, or scrape -offs only. Project Address: gl,% -6brelis Submittal Date: 0 !S;' - Contractor: Contractor: Phone: C12 —II4 Pro a Owner: L, + LWDate of Demo: ,V Z015 Project Description: Project Size (sq ft 19L4-1.1 Deconstruction Contact: -Dg7 Phone: DECONSTRUCTION PLAN continued on next page 2nd Edition 9/03 000043 City of Aspen / Pitkin County Efficient Building Program MAY 099M5 Community Development 1. Is the project a partial or complete demolition/deconstruction? Partial _A--- Complete 2. How much of the structure will be demolished/deconstructed? 00 2 22 0 15 Pi'e?u 01 L k 00362015�k>1° 5 1000 sq ft 5 2000 sq ft 5 3000 sq It -'— a 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. X 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: 4HtCID%KAn# l LyA%lRA)[-rrON) 917—M-12) ) Method of disposition: Donatation? X Recipient: M*14 ?aVA(A YFT 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 Reuse by volume (sq yd) contractor Available Recycled cled to others Landfill' Other (compacted) (Explain) Dirt Debis Lumber f Structural Members Wood Trim Misc. Wood Metal ✓ ✓ Drywall Concrete Asphalt Brick Other Masonry Cabinets j% 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 provide useful information and qualify for this program. 2n° Edition 9/03 City of Aspen / Pitkin County Efficient Building Program MAY 0 5 2015 Page 6 000044 :ommunqcew-iopment 000045 S K PEIGHTAL ENGINEERS Ltd STRUCTURAL CONSULTANTS MEMORANDUM TO . Harriman Construction ATEN . Dave Griesser FROM . Adrienne Prosser DATE . 20 October 2015 PROJECT . Harriman Residence PROJECT No. . 15005 RE . Main House Builder Options dgdesser@hardmanconstruction.com This memo is written in response to a request from th field to review in -field conditions that deviate from as indicated on the structural plans. Deck Framing: The plans call for a 3-2x8 P.T. Rim to be installed along Grid B. Only 2-2x8s were installed. Please install the third 2x8 as indicated on plans/ Detail 8/S3.1 was modified such that the posL�xtends through the framing and bears on the concrete sono -tube with an ABU post base.✓✓The 2- 2x8s that were originally carrying this post are now flanking the post and bolte�d to it. This iEpcceptable provided each of tl�pssssse 2x8s is attached to the Rim along Gricltg with an LUS28'hanger oriented upside dowrK.VQrify each is ✓ attached to the Ledger at Grid C with an LUS28 hanger as well (right side up)� The 2-2x8 P.T. Ledger at Grid2 was installed as a single 2x8. This member n s to be a 2- 2x8 attached to the Rim with the upside down hanger as indicated on pla The Ledger at Grid C was also installed as a single 2x8. This is acceptable since we are no longer using the HUC28-2 MAX hanger. i/ Deck Roof Framing: The beam/column connection at the outside corner of the deck roof was not installed per details 6/S3.1 and 7/S3.1 as indicated on plan. Instead the 6x8 HTs were half -lapped and lagged into the top of the 44 column below. This is acceptable provided1he 4x4 kick between the column and beams above m of directions. 15005 Memo 2015-10-20 298 Perk Avenue #301 • Basalt. CO • 81621 • 970.927.9510 • s kpe C.sopris.net dAl INSULATION C 9 •1 Z A N Y 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: Zia• R -Value Thickness Attic/Roof Walls Aspen Insulation go&w%Wde"d Pae� Date 1241 Heritage Dr Carbondale, CO 81623 970-945-5088 12� 5�s^� /i/o�(o O O O CD N�F,t Building Permit # Address: Planning Area Parcel ID# Zone District: Zoning Record 0036.2015.prbk (SFR) 0035.2015.prbk (Garage) 321 Sopris Creek Road Emma / Basalt 2465-132-00-016 I1"a[I Approvals: Exempted from Planning review Impact Fees: Road Impact Fee: $0 Affordable Housing Impact Fee: $0 Floor Area: Allowed: Existing: SFR Shed Proposed: 5,750.0 sq ft 2,775.5 sq ft 157.94 sq ft SFR add'n 653.37 sq ft Garage + loft 1,293.41 sq ft New Gross FA 4,880.22 sq ft Lighting: Compliant at time of inspection. Other: Final Zoning Inspection made on January 11, 2016. Certificate of Occupancy signed off by Zoning staff on February 23, 2016 000041 OTHER INSPECTIONS InspCList.rpt Inspection Check List Pape: 20 ,/9/2015 7:52:26AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for susanpe Scheduled for July 09, 2015 Permit No: 0036.2015.PRBK Type: 503 CONSTRUCTION MGMT INSPECTION Time: 08:00 Notes: q • (,3 e I)- Inspection ) - Inspection Results: 1 - Accepted --- 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: 000043 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. AdditionpIly neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer nt. Pursuant to state law the owner is responsible for inspection and maintenance of the structure arAsAtems. Date Signature of Applicant ` Date S Signature of Inspector Address Contact N me: dave 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Owner: Name .` XIUU G�VJ<!�% Name f� Contact # (970) 2 4-9616 .f /1 NINT_l.l Page: 20 InspCLlst.rpt Inspection Check List Page: 4 W14/2015 7:48:15AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for July 14, 2015 Permit No: 0036.2015.PRBK Type: 120 INSPECT FOOTINGS Notes: Time: 08:00 Inspection Results: 1 - Accepted _ 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ 000049 Date Signature of Applicant —� Print Namea"�, Date' � Signature of Inspector Print Name Address Contact Name: dave Contact # (970) 274-9616 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Owner: HARRIMAN Page: 4 W-WUL—Tst.rpt Inspection Check List Page: 9 7116/2015 8:56:30AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for July 16, 2015 Permit No: 0036.2015. PRBK Type: 124 INSPECT WALL Time: 08:00 Notes: 1 -Accepted il 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ J Comments: "-;Z�# C _�(v t5 I l0 P I k. C L9t�5P� a ][ lm r 00005.9 Date Signature of Applican Print N Date ,Signature of Inspector Print Named JA6 QATIE99= {. Address Contact Name: dave Contact # (970) 274-9616 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Owner: HARRIMAN Page: 9 Insp"ist.rpt -712012015 7:13:34AM Inspection Check List PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for July 20, 2015 Permit No: 0036.2015.PRBK Type: 131 SPECIAL BUILDING INSPECTION Time: 08:00 Notes: G � Inspection Results: 1 -Accepted 2 - Accepted as Reinspection Fee $ Comments: 000051 Date Signature of Date;1- �� " (Signature of Address 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC 3 - Rejected 4 - PartiottJot Complete Page: 6 Name e v < <% Name Pfx Conta # (970) 274-9616 Owner: HARRIMAN Page:6 InspCList.rpt 0/2112015 7:16:45AM Permit No: 0036.2015.PRBK type: 131 Notes: radon vapor barrier Inspection Results: Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Scheduled for July 21, 2015 SPECIAL BUILDING INSPECTION Inspection Line:920-5532 Time: 08:00 1 - Accepted 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete n_: ----- I:__ r__ n Page: 6 Type: 131 SPECIAL BUILDING INSPECTION Notes: Radon/vapor barrier inspection Inspection Results: 1 - Accepted 2 - Accepted as Notedx/ Reinspection Fee $ Comments: lx� 4/1 000052 Date 7 V • ) Signature of Date7- L -/i l Signature of Address 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC 1 -4 - Owner: Time: 12:00 Complete Name ` vI) Name ,4 6 d ro At Contact # (970) 309-0887 HARRIMAN Page: 6 InspCList.rpt SWAIS 7:61:17AM Permit No: 0036.2015.PRBK Type: 135 Notes: Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Scheduled for August 06, 2015 INSPECT SHEAR WALL 1 - Accepted _W 2 - Accepted as Noted Reinspection Fee $ Comments: 000053 // Date �`�JSignature ofApplicant Date Signature of Inspector Address Contact Name: 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC 3 - Rejected Inspection Line:920-5532 Time: 08:00 4 - Partial/Not Complete . IiILli Page: 11 Print Name Print Name dave Contact# (970)274-7616 Owner: HARRIMAN Page: 11 InspCList.rpt 9/9/2015 7:03:33AM Permit No: 0073.2015. PPLM Type: 321 Notes: partial Inspection Check List PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for September 09, 2015 INSPECT ROUGH PLUMBING - WASTE & VENT Inspection Results: n 1 - Accepted 2 - Accepted as Not Reinspection Fee $ //�/ Comments: I /, I �l IOU 0005il Date Signature of Date ?-%— Signature of Address 321 SOPRIS CREEK RD Contractor: MAULDIN PLUMBING & HEATING INC Owner: Time: 08.00 3 - Rejected 4 - Partial/Not Complete Page:6 NaGV 0�GJAG'SSP' Narnejjy� e k) 6 % Or Conta t # (970) 319-8224 HARRIMAN Page: 6 spCLlst.rpt Inspection Check List Page: 9 1b15 7:03:33AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for September 09, 2015 Permit No: 0151.2015. PMEC Type: 420 INSPECT ROUGH MECHANICAL Notes: partial Inspection Results: 1 - Accepted 2 - Accepted as Reinspection Fee $ Comments: Lo qI,/,-.._"? , 17A - 000055 Date Signature of Date5� Signature of Address 321 SOPRIS CREEK RD Contractor: MAULDIN PLUMBING & HEATING INC 3 - Rejected 4 - Partial/Not Owner: Time: 08:00 Name 14 ` Name P x/ 4 /Cp Cont ct # (970) 319-8224 HARRIMAN Page: 9 InspCList.rpt Inspection Check List Page: 18 9/1712915 7:57:44AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for September 17, 2015 Permit No: 0210.2015.PELE Type: 222 INSPECT ROUGH ELECTRICAL Notes: partial less garage Inspection Re 1 - Accepted Reinspection Comments: 00005G 2 - Accepted as Noted 3 - Rejected Date /7 ��Signature of Date - - 0 Signature of Address 321 SOPRIS CREEK RD Contractor: Y ELECTRIC INC Time: 08:00 4 - Partial/Not Complete Owner: HARRIMAN # (970)379-0448 Page: 18 CList.rpt Inspection Check List Page: 5 15 8:34:50AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for September 24, 2015 Permit No: 0036.2015. PR BK Type: 128 INSPECT ROUGH FRAMING Time: 08:00 Notes: Inspection Results: 1 - Accepted 2 - Accepted as Noted 3 - Rejected Reinspection Fee $ Comments: -/0,-), /2 6,e ( a Type: 524 Notes: Inspection Results: 1 - Accepted Reinspection Fee $ Comments: 000057 r/ y F�-- INSPECT GLAZING 4 - Partial/Not Complete Time: 08:00 2 - Accepted as Noted,�' X 3 - Rejected 4 - Partial/Not Complete Date Signature of Date9-;"M Signatureof Address 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Owner: NamA� ,p � Name d o� Conta t# (970)274-9616 HARRIMAN Page:5 8:34:50AM Permit No: 0319.2015.PELE Type: 222 Notes: call Inspection Check List PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for September 24, 2015 INSPECT ROUGH ELECTRICAL Inspection Res 1 - Accepted2_�. 2 - Accepted as Noted 3 - Rejected Reinspection Fee $ Comments: 0`0053 Time: 08:00 4 - Partial/Not Complete Page: 22 Date Signature of Applicant y Print Name /(n Date 'Z�l-/rsignature of Inspector rPrint Name Address Contact NM4: mitch Contact # (970) 618-5763 321 SOPRIS CREEK RD Contractor: XEN TECHNOLOGY GROUP, LLC Owner: HARRIMAN Page: 22 _.,=InspList.rpt 015 8:24:29AM Permit No: 0036.2015.PRBK Type: 523 Notes: Inspection Results: 1 -Accepted Reinspection Fee $ Comments: 000059 Inspection Check List PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for September 28, 2015 INSPECT INSULATION 2 - Accepted as Noteq�_\_ 3 - Rejected Date t Signature of Dat ` F- Signature of Address 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Owner: Time: 08:00 Partial/Not Complete Page: 3 Name_"""'L NameV. N 0,4 Conta t # (970) 274-9616 HARRIMAN Page:3 nspCList.rpt Inspection Check List Page: 15 /V2015 8:51:38AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for October 01, 2015 Permit No: 0199.2015.PMEC Type: 420 INSPECT ROUGH MECHANICAL Notes: Inspection Results: 1 -Accepted 2 - Accepted as Noted Reinspection Fee $ z Comments: 000060 Date Signature of Dat - - I�� Signature of Address 321 SOPRIS CREEK RD Time: 08:00 3 - Rejected �a 4 - Partial/Not Complete Vame Y( e Name , r Contact (970) 379-8555 Contractor: WESTERN REFRIG. & HEATING Owner: HARRIMAN Page: 15 InspCList.rpt Inspection Check List Page: 5 10/27,12015 8:46:15AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for October 22, 2015 Permit No: 0036.2015.PRBK Type: 128 INSPECT ROUGH FRAMING Notes: deck framing at addition PK "40AkJh0)s ; tem c�►^Firmlr Inspection Results: Time: 08:42 1 - Accepted -3../-- 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ 000061 Date Signature ofApplican _v Print Name",-&- Gm_.L°s�%Aon Date[�Signature of InspectorPrint Name �ll1S_1. Y t V Address Contact Name: Dave Contact # (970) 274-9616 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Owner: HARRIMAN Page: 5 InspCList.rpt 12/17/2015 9:04:19AM Permit No: 0036.2015.PRBK Inspection Check List PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for December 17, 2015 Type: 131 SPECIAL BUILDING INSPECTION Notes: This inspection is to look at a crawl space. Inspection Results: 1 - Accepted Reinspection Comments: Time: 12:00 2 - Accepted as Noted '\ 3 - Rejected 4 - Partial/Not Complete Page: 13 000062 DatJ2-- t? - tSgnature of Date Q -L Signature of Address 321 SOPRIS CREEK RD Contractor: HARRIMAN CONSTRUCTION INC Name7b�e Name T u Conta t# (970)274-9616 Owner: HARRIMAN Page: 13 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` _._._._._._._._._._._._._._._.__I --------- ._.------- ._._._._._._._._ l { . — . ___ 1 for each 50 sq ft (4.7 m2) of under -floor area, including a return air pathwayto — —/ C❑NT, 6 MIL. POLY NORTH -SOUTH SECTION Am 401 VAPOR BARRIER the common area (such as a duct or transfer grille), and perimeter walls CONTINUOUS FOOTING A 4 , 1 3/8 — — insulated in accordance with Section N1102.2.9; -SEE STRUCTURAL Plenum in existing structures complying 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: 50ALE: 1/4" = I'-0 on 22" x 54" SCALE: 1/5" = 1'-0 on 11" x 11" - - - - -------------------- 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 FOUNDATION PLAN NOTE5 I. TW INDICATES TOP OF GONG. WALL ELEVATION 2. TF INDIGATE5 TOP OF GONG. FOOTING ELEVATION 3. TL INDICATES TOP OF CONC. LEDGE ELEVATION 4. INDICATES TOP OF FOOTING ELEVATION STEP 5. INDICATES TOP OF CONC. WALL ELEV. STEP b. INDICATES SURFACE PLANE STEP IN ELEV. INDICATES COLUMN ABOVE. 2- 2x6 TYP. U.N.O. COLUMNS 51ZED AT LOWEST POINT, AND REMAINTHAT 51ZE FOR EACH LEVEL UNLE55 CHANGED BY NOTE. 8. INDICATES PAD FOOTING. SEE PAD FOOTING �j SCHEDULE THIS SHEET. q. INDICATES BUILDING ELEVATION 10. FOUNDATION DRAIN SYSTEM, BY OTHERS, NOT INDICATED. PROVIDE AS REQUIRED BY 5011-5 ENGINEER. 11. ALL CONCRETE WALL5 ARE 8" THICK, U.N.O. 12. VENT CRAW1-5PAGE AREAS PER GORE INDICATED IN THE GENERAL NOTES. PROVIDE BLOCKOUT5 IN FOUNDATION WALLS AS REQUIRED. SEE GENERAL NOTES FOR REINFORCING. 13. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS. 5.K. PEIGHTAL ENGINEERS WAIVES ANY AND ALL RESPONSIBILITY AND LIA51LITY FOR PROBLEM5 WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHER5' FAILURE TO OBTAIN AND/OR FOLLOW GUIDANCE OF 5.K. PEIGHTAL ENGINEERS WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES, OR CONFLICTS WH1CH ARE ALLEGED. THESE DRMIN65 ARE TO BE USED WITH THE ARCHITECTURAL DRAWING5 ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR CONSTRUCTION. WHERE CONFLICTS OCCUR, CONTACT ARCHITECT FOR CLARIFICATION. Q� ND O tp.yl0��(� 25777 5-4-15 �# NOTE: SEE ARCH. FOR ALL DIMENSIONS t ELEVATIONS NOT INDICATED. w REF FOOTING M BE MADE AVAILABLE FOR . HEIGHTS 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�` CA ue_ C' �,,_ (_c `NE�-J.`D� �IIR TREE REMOVAL APPLICATION �� �- �� ( Permit # L 1 F I�� I� N 130 S Galena Street. Aspen, CO 81611 (970)920-5526` r II rr11 www oitkincounty.com Receipt # l U 1. Job Address: 321 East Sopris Creek Road 2. Parcel ID number of property where work will occur: Check http://www.pitkincounty.com/Departments/Assessor or call the �- I) "I., i jv ) Pitkin County Assessor's Office at (970)920-5160 for the parcel ID 3. Owner's Name: Owner(s)'s Contact Number Bill Harriman 927-1161 4. Owner's Authorized Agent: Contact Number: Jason Jones 5. Authorized Agent Email: ason@myas entree.com 6. Contractor's Name: Contact Number: Aspen Tree Service Inc. 970-963-3070 7. Contractor's Email: jason @ myaspentree.com 8. Land use approval number(s): 9. Please provide a drawing of the property to include: (Attach TWO copies) a) Property Address b) Property Lines c) Easements d) Structures and Roads e) Location, Species, and DBH (diameter at 4.5' above grade) of trees to be removed f) Total DBH inches to be removed that are greater than 6" 10. Description of Work/Reason for Each Removal: (supporting Photos Are Always Helpful!) See attached letter. It. Mitigation Plan(Replacement/Relocationes Required by the Pitkin County Land Use Code) Please ADD to the Property Drawing: (Attach TWO copies) a) Location of replacement/ relocation trees b) Size and species of trees to be planted c)Total DBH caliper inches of replacementl relocation trees 12. Is any portion of the project already complete? 'V. o If yes, give reason and date(s) of prior construction activity. 13. Will the project disturb/result in removal of any additional vegetation? Yes Nox 13a. If you answered "Yes" submit a revegetation plan, including a plant list with scientific names of species, planting schedule and method of irrigation. The Countys Revegetation Guidelines are available at: http://�.pitkincounty.com/Departments/Community- Develop ment/Planning-and-Zon i ng/Landscapi ng-Revegetation-Tree-Removal 13b. How will you prevent the establishment of noxious weeds at the project? Not applicaple 14. Will the project involve work in any wetlands or riparian areas? Yes No x 14a. If you answered "Yes", submit a description of your revegetation/mitigation plan, including a plant list with scientific names of species, planting schedule and method of irrigation. Also submit a copy of your U.S. Army Corps of Engineers Sec. 404 permit in connection with any disturbance of "jurisdictional waters" of the U.S. Contact the U.S. Army Corps of Engineers in Grand Junction (970-243-1199) for information on Sec. 404 permit requirements. 15. Will the project involve work in the Pitkin County Right of Way? Yes Nom_ 15a. If you answered "Yes" a County Right of Way Work Permit must be obtained prior to commencing work. Information on this permit is available at: hftp:/AN .pitkincounty.com/Departments/Public-Works/Engineering-Road-Bridge or by calling Public Warks at 970-920- 5390. 16. Will the project involve work in an easement? Yes No x 16a. If you answered "Yes," attach appropriate documentation of permission to work in the easement. Having carefully read the requirements, I (Applicant) hereby agree to the terms and conditions described within. This form is valid only when approved by County staff. 17. Signature of Applicant: 18a. Date: 18. Signatureof operty Own ): 19a. Date: FOR STAFF USE ONLY (DO NOT WRITE BELOW THIS LINE): 19. Additional Terms and Conditions (check all that apply): At the time of issuance you are required to post $ as financial security to ensure successful completion of your revegetation plan. These monies wrill be held for two growing seasons from the date of completion of the project and will only be released at that time if a site visit by Pitkin County Zoning confirms that successful revegetation has been accomplished. Applicant is obligated to contact Pitkin County Zoning (970-920-5359) to schedule the required two-year site visit. The monies will be forfeited if successful revegetation is not confirmed after two growing seasons, or if Applicant fails to timely schedule the required site visit. Other: Fee Due At Issuance: ��, R;- } _ �; $175 per hour Additional referral fees may be required for Pitkin County Staff review and follow up inspection time at a rate of $175/hr. Date Application Hourly Fee (due at issuance): Check # Received'. L �J I'I �J Additional Fees: �y - Check --f-f-D—� TOTAL FEE (no refunds): Date Issued: � (=� 1 20. Staff Comments: ,�,�✓� 0 \ 21. Approved by Pitkin County Engineer (if required): 21 a. Date: 22. Approved by Pitkin County Revegetation Specialist: \; vY 22a. Date: 23. Approved by Pitkin County Planning/Zoning: 1 23a. Date: 2 _,:PF"C -'-- 0 0 2 9 2 0 1 5 <_ 00292015 Yv��_ AS . X3N zTA SERWCE" .' Pitkin County April 9, 2015 130 S. Galena Street Aspen, CO 81611 Attn: Tami Kochen RE: 321 East Sopris Creek Road, Basalt Tam i, This letter is in regards to a large tree located at 321 East Sopris Creek Road in Basalt. The owner, Bill Harriman, had asked me to evaluate the tree for condition and structural integrity. Upon my analysis I feel that the tree is in poor condition and has a high chance of failure leading to damage or injury and due to it's proximity to the home, and other factors, and should be permitted for removal with no mitigation requirement. The tree in question is an overmature 40 inch diameter Siberian elm (Ulmus pumilla) growing very close to the back of the home. This non-native tree species is generally considered a nuisance tree and is not grown or planted as landscape planting due to its weak wooded nature and propensity to seed very heavily. The tree has had numerous j trk; limb failures over the past 5 years and despite frequent pruning and maintenance continues to be problematic as any limbs that fall generally cause damage to the structure below. The photo shows the tree and its proximity to the structure. This tree species in general becomes very prone to failure as it matures as stem taper is inherently poor and new growth is heavy on branch ends. This tree also has a significant decay pocket at its base and numerous indicators of decay in individual branches within the crown. The included photos show these defects. �?itktn County APF' 15 2015 Phone 970.963.3070 Com 1111 Village Road Carbondale, ax 970.963.6214 081623 E-mail office(o myaspentree.com ebsite www.myaspentree.com n� Ire 1Village Road Carbondale, 081623 Phone 970.963.3070 Fax 970.963.6214 -ma 11 office(&myaspentree.com 0 0 2 9 2 0 15 TESEVjC Z' 11111 Village Road Carbondale, 1 081623 Pitkin County App 15 J'Ul5 co-limunity cavaiqmert Phone 970.963.3070 ax 970.963.6214 -mail office(a)mVaspentree.com ebsite wvrw.myaspentree.com r AtS N. EUR Ss WV CE Additional issues pertaining to this tree are related to the extensive bacterial wetwood infections that are weeping excessively, problems with European elm scale and elm leaf beetle. These issues add to the nuisance issue the tree is created and are indicative of its overall stressed and declining condition. If you would like any further information regarding this tree or the site please let me know. I would be happy to meet to further describe my concerns and elaborate on my recommendation. It should also be noted that this particular property is very heavily treed and there is not room on the site to plant new trees especially at the inch for inch requirement that the county generally requires. Thank you for your time and consideration to this matter. Sincerely, Jason Jones Board Certified Master Arborist 4RM-0734B st hone 970.963.3070 1111 Village Road Carbondale, Fax 970.963.6214 081623 E-mail office0myaspentree.com ebsite www.myaspentree.com rw a � 3L 1, E 'Sops k C reek Rd " r �3 a 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 6Z10.2 -01S• PEZ_E PERMIT NO. (Office Use Only) JOB ADDRESS ?: 14z_� 1PH 9NE W 11_XJ Lid f t�i4-r) 1:2 2 %5 L�l- o7 VS 1 CT$L(RE NLLPHONE LeiAL ` -P.bo >- 9� - . BUILDING PER IT # OCC ANCY GROUP E C�2 A� L AB91 SQLWRgtTAGE PIE [, tp j USE OF BUILDING d COMMERCIAL ARE IDENTIAL CLASS OF WORK DDITION 11ALTERATION ❑ NEW ❑ CONSTRUCTION ❑ SOLAR ❑ OTHER SERVICE DESCRIBE WORK IN DET IL ate typenumber and locat (For additions, alterations, indicate ion of source of circuits) -?rbv(' e -?)tAc t>nv 120V 2g0v Sub-Arrrr.L- Ct�ax----,-b 1660:S 4;?Ur-/2p74rvp r1' oil j Iw\l SoriesJ-lne4 �A. S&O )1 �0'�)45.0 . Glr4(AA '�1//rdmi I f m,, AAA �tl�r. 'fc9%ICiI J LU4d� 4� t�Lm✓Cl(�tGv l''91I1vd (�'I>�1 .1Y1 �tl'itL TL,N1 U7 JL/ l �iR�cT•- wrt% 52 6FGL a-JU brew kre rcrc c �tv�.,17 ( a^. a OWNE PPLICAN 1: 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 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: PAYMENTOF PITKIN COUNTY USE TAX The General Contractor or Owner BOF is required to pay a Use Tax Deposit to Pitkin County Fee Double (.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 =UseTax=Permit �. ,$ required to pay a Use Tax Deposit to Pitkin County (.5%) Deposit .5% of 50% of project valuation. Approved by Fire Marshall ❑ Project Valuation (includes labor) $ Date: Exempt: Exempt Organization Approved by HPC ❑ Exempt ID Number Property liens may be placed on the owner's and/or the contractor's property Date: when Use Tax is not paid. ELECTRICAL CONTRACTOR For all work done under this permit, the permittee accepts full responsibility for compliance with the Building De artm nt Acceptance National ectric Code and County resolutions, and/or state laws, whichever applies. Permit subj o evocation or suspension for vi lation of any governing same. An accepted final ele ca spection shall ine p r to electrical system. A final electrical Approved By: instecticp shall ste hin ou co plating an electrical installati n. y /5 Date: 1 Signature of pit nt Date Permit Validation Date Receipt # Total 2q �s �3tJ $ tjC. o Print Name I kpa, .l 9 -IC- 319 -o44g, c 910-9aJ1-:447 n 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 . 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 b M I PERMIT NO/. (Office Use Only) JOB ADDRESS 321 Sopris Creek Road, Basalt, CO 81621 OWNER PHONE Bill Harriman ELECTRICAL CONTRACTOR MAILING ADDRESS PHONE VSE dba Vision Security 3710 Hwy 82, Suite 3, Glenwood Springs, CO 81601 970-945-4043 BUILDING PERMIT # GROUP ELECTRI Al_ VALUATION SQUARE FOOTAGE �R V-1OCCUPANCY USE OF BUILDING ❑ COMMERCIAL 19 RESIDENTIAL CLASS OF WORK ❑ ADDITION ❑ ALTERATION ❑ NEW ❑ CONSTRUCTION ❑ SOLAR O OTHER 1 1 SERVICE DESCRIBE WORK IN DETAIL (For additions, alterations, indicate type, number and location of source of circuits) Low Voltage Fire Alarm OWNER: The undersigned applicant to personally perform electrical work on the described property or residence hereby certifies, as a condition of issuance of such permit, thatthe above described Property or residence is owned by the applicant: thatthe 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 laccuuied or to be occupied by tenants. whether transient or permanentl. norwill 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. DO NOT SIGN THIS SECTION IF YOU ARE A LICENSED CONTRACTOR. Signature of Owner Date: Note: Engineer stamped electrical one -line plan required if service is over 400 amps. Low voltage drawings must be done by NICET engineer. PAYMENT OF PITKIN COUNTY USE TAX Use Tax Permit Fee 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 __ y Q 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% or project Approved by Fire Marshal Er Airo— valuation. Project Valuation (includes labor) $ 300.00 � Date: i /(�]F'--r(7 65 Exempt: Exempt Organization Approved by HPC ❑ Tax Exempt ID Number Date: Property liens may be placed on the owner's andlor the contractor's property when Use Tax is not paid. ELECTRICAL CONTRACTOR Building Department Accetance 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 t subject to revocation or suspension for violation of any governing same. An accepted final Approved By electrical inspection shall be obtai d prior to using the electrical system. A final electrical inspection shat reque witn 48 hours after completing an electrical installation. Date: Signature of ecIncal Contractor Dale Permit Validation Date Receipt# Total Ed Johnson U ,l Gi $ Print Name E-mail this form P. Print this form Reset this form 02972015���� imms Vision Security E�, - &A 0 0 0 Toll Free: 800.797.0562 Ph: 970.963.4043 Fx: 970.963.4019 HARRI MAN RES I R E M O D E These plans must be kept at building site or inspection Emma Colorado delays may occur. Construction shall conform to these plans. All changes shall be approved FIRE ALARM by the building official. 4 BY VISION SECURITY �`i 3710 HIGHWAY 82 Suite 3 GLENWOOD SPRINGS, COLORADO 81601 970-945-4043 D.R. Carl NICET IV 91151 �Aateved �5-- 7 Fire M6ri SEPTEMBER 2nd, 2015 t�i'ikin County SEP 0 8 2015 Community Development 3710 Highway 82 Glenwood Springs, Colorado. 81601 www.Vision Security.net WREN Vision security Toll free: '800.797.0562 Ph: '970.963.4043 Fx: 970.963.4019 September 2"d, 2015 Harriman Residence remodel Fire alarm. 1l. Letter of scope: The Harriman residence currently has a GE Interlogix Concord 3 installed. The intent of this remodel is to provide two additional system connected smoke detectors and carbon monoxide detector, and one wireless heat detector. The current system configuration is as follows: 1. Total available panel power is 1000 mA. 2. One keypad which draws .120 mA. 3. One smoke detector which draws .06OmA in alarm. 4. Total current draw for the existing system is .180 mA. The following equipment will be added to the existing system: 1. One wireless heat detector in the kitchen area. No current draw due to wireless configuration. 2. One freeze detector in the Master Bath.No current draw. 3. Two smoke detectors with a current draw of .060 mA each fora total of .120 mA. 4. One carbon monoxide detector with a current draw of .075 mA in alarm. Total system wire length permissible at 22 gauge unshielded is 3500 feet. The current system wiring configuration is approx.. 400 feet leaving 3100 feet available for new devices. The additional devices will use approx. 400 feet of wire leaving 2700 feet available. Continued; 3710 Highway 82 Glenwood Springs, Colorado. 81601 www.Vision Security.net 'WREN Vision Security L I 7"'D fc`-mlm ■ OM Toll Free: 800.797.0562 Ph: 970.963.4043 Fx: 970.963.4019 Total available panel current is; 1000 mA Total current draw for existing configuration is; .180 mA Available current is; .820 mA Add two new smoke detectors @.060 mA Ea. .120 mA Available current is; .700 mA Add one new carbon monoxide detector; .075 mA Total unused current is; .625 mA There is one existing motion detector and it will be incorporated into the system. These devices typically draw .060 mA. There is enough room to accommodate this device also. If this device is incorporated, total available current will be 595 mA. D.R. Carle NICET IV 91151 Vision Security 970-945-4043 3710 Highway 82 Glenwood Springs, Colorado. 81601 www.Vision Security.net www BESecuntycam .ESL SOON Series Low -profile two- and four -wire photoelectric smoke detectors Overview The ESL 500N series two- and four -wire conventional photoelectric _ smoke detectors bring together trusted technology and a full line of features to meet the demands of every type of application. The 500N offers sounder models in two- and four -wire applications, specifically to meet residential code requirements. The 521 NCSXT has the additional benefit of low current draw which makes it compatible with a wide variety of control panels. The ESL500N series also offers choices for optional auxiliary relays and isolated heat sensors, not available before in the ESL 500 series. ESL offers CleanMe®, dust compensation, field replaceable optical chambers, multiple criteria heat algorithms, and self -diagnostics features. Outstanding Features The ESL SOON series detectors work on the light -scattering principle. A pulsed infrared light -emitting diode serves as the light source, and a high-speed photo diode as the sensing element. This design has superior protection agains false/nuisance alarms caused by dust, insects, RF, and ambient light. The proprietary optical chamber is field replaceable. A confirmed alarm causes the LED to light continuously. The unit indicates trouble by flashing the LED every second. This meets the NFPA 72 field sensitivity testing requirements. Units with built-in 85dBa sounders emit a temporal 3 pattern when in alarm and will emit a steady tone when the input power is reversed. All wiring terminates in clamp -type screw terminals. The detectors mount to a standard single -gang electrical box, a 4 -inch octagonal box, a 4 -inch square electrical box, or WIREMOLD No. 5739 fixture box. Built-in sounder available in two- and four -wire models Patented CleanMoO feature Built-in dust compensation Field -replaceable optical chamber Specifications Electrical . Power supply, 6/12 V operation: 6.0 to 20 VDC polarity sensitive Power supply, 12/24V operation: 8.5 to 33 VDC polarity sensitive .Maximum ripple p -p (6/12/24 V): 10% N p -p) -Typical average standby current: 70 pA Typical alarm current (6/12/24 V): up to 60 mA max. if not limited by control panel Auxiliary relay contacts: 1.0 A 0 30 VDC; Form C - - Alarm contacts: 500 mA 0 36 UDC (resistive) Features RFI immunity: 20 V/m min.;1 to 1000 MHz . Field wiring size: 12 to 24 AWG: 16 to 22 recommended Heat detector, rate of rise:15'F/min (8.3°C/min) and> 105°F (40.6°C) Heat detector, fixed threshold:135OF (57.20C) • UL2-wirecompatibility identifiers: S1 OA, S71A r Drift compensation adjustment: 1.0% ft. max. ,Reset time: t sec. min. Photoelectric sensitivity: 3.1% + 0.5 to 1.0% Related Dingrarn ,iE TQ n sor � i 0 GE Security www.GESecurity.com Environmental • Operating temperature, thermal models: 32 to 100aF (0 to 370C) • Operating temperature, nonthermal models: 32 to 120OF (0 to 500C) .Storage temperature: -4 to 158OF (-20 to 70°C) • Operating humidity range: Oto 95% noncondensing Physical • Detector head dimensions: 5.5 in. (140 mm) dia.; 2 in. (50 mm) high •Mounting dimensions: 5.25 in. (133 mm) dia.; 0.3 in. (8 mm) high ,Weight: 9.6 oz. (272 g) • Construction: ABS plastic • Color: White head and base Packaging: 10 detectors per carton _ Regulatory s UL, CUL, CSFM Orderinglnfrrmafion 521 NCRXT 2 -wire, CleanMe, heat sensor, aux. relay, 8.5 to 33 VDC, S11A 521 NCSXT 2 -wire, CleanMe, heat sensor, sounder, B.5 to 33 VDC, S10A 521 NCSRXT 2 -wire, CleanMe, heat sensor, sounder, aux. relay, 8.5 to 33 VDC, SI IA 541NB 4 -wire, 6 t 33 VOC 541 NBXT 4 -wire, heat sensor, 6 to 33 VDC 541NCSRXT 4 -wire, heat sensor, sounder, aux. relay, 8.5 to 33 VDC 541 NCSXTE 4 -wire, heat sensor, sounder, and of line relay, 8.5 to 33 VDC 541 NCSRH 4 -wire, isolated heat sensor, sounder, aux. relay, 8.5 to 33 VDC 541 NCRXT 4 -wire, heat sensor, aux. relay, 8.5 to 33 VDC 541 NCXTE 4 -wire, heat sensor, end of line relay, 8.5 to 33 VDC 541 NCSXT Photoelectric 4 -wire smoke detector, sounder, 8.5 to 33 VDC 503-885-5700 Asia Europe 888 -GE -SECURITY tel 852-2907-8108 tel +44-113-238-1668 (437-3287) fax 852-2142-5053 fax +44-113-253-8121 faxback 800-483-2495 Australia Latin America email info®gesecurity.com tel +61-3-9259-4700 te1305-267-4301 www.gesminity.cem fax +61-3-9259-4799 fax305-267-4300 Me campary of innoratian, GE S ... a, reserves the qht to than, pWd apecifications sylNast notice. For Ow latest product stomfirstiom, visit GE Sacunty nor o,atwaw.Gssrurity.cour or carrot "or GE Security sales reposeniiiin IPM1. WN Seiia120G504 27 035&47 Manor: HAM • T(vi Wireless Carbon Mbnoxide TX -0310-01-1 OVERVIEW The SafeAir'" Wireless Carbon Monoxide (CO) alarm accurately and reliably alerts residents of potentially dangerous levels of CO in their home, and sends a CO alarm signal to the Simon XT" (v1.4 or higher) and CMS. Simon XT also provides detector supervision, by signaling tamper, no signal, low battery, trouble and end -of -life conditions. Featuring the world's most accurate electrochemical CO sensor, the SafeAir CO alarm uses a sophisticated onboard microprocessor to effectively track CO levels overtime. Easily integrating with the Simon XT v1.4 panel, this unit installs quickly and is an ideal option for retrofit applications. Offering 40% longer service life, the SafeAr's self -diagnostics keep the device operating optimally. The detector's small size allows it to blend inconspicuously with any decor, with a smooth contoured design that is compatible with a variety of residential environments. STANDARD FEATURES • SafeTest enables functional testing with canned CO • Full compliance and listed to ANSI/UL 2034 standard • Industry-leading 7 -year sensor life and 5 -year battery life with 3 AA alkaline batteries •• Most reliable and longest life electrochemical sensor • Tamper, trouble, low battery, end -of -life report to Simon XTv1.4 • Integrated wireless transmitter saves labor and installation time • Wall tamper switch reduces liability if removed •• Battery -only -powered enables operation during power outages • Hush for alarm, trouble and battery reduces customer frustration • Self -diagnostics functionality for optimal performance SafeAr features the SafeTest' functional test feature for testing - with real CO gas, available in small cans. SafeTest fully meets the functional test in NFPA 720, 2009.Maximize your earnings - - by helping customers make their homes safer and meet new state carbon monoxide detection laws with a wireless carbon monoxide alarm. If your AHJ doesn't currently require CO / detectors to be installed in new homes, it's likely just a matter �l of time. The number of states requiring CO detectors has doubled in the past five years, Meanwhile, the 2009 International Residential Building Code mandates CO detection in all new and remodeled homes. The Centers for Disease Control and Prevention estimates that each year in the U.S., carbon monoxide claims almost 500 lives, and more than 12,000 people seek medical attention due to: poisoning by this colorless, odorless gas. Most, if not all, of these poisonings could be prevented K monitored carbon monoxide alarms were in use. interlogix.com/safeair interlogix.com utcfireandsecurity.com C% p' TPI _gyp pg /-� t%»v,ia f Ai i{'g�5 .a.{1�. ' North America Asia T652-2 07-8108 T898-437-3297 F852-2942-6063 Australia T F61-3-929-1299 Europe T32-2-725-11-20 F32-2-721-40-47 Latin America T561-998-6100 1`661-994-6572 Carbon (jjjV TX -6310-01-1 Spel.ifit:afions Compatible panels Simon X7— (firmware 1,4 or greater) from UTC Fire & Security Power 3 A batteries Battery type 1.5 VDC alkaline _ Sensor x� Alarm response. times 150 PPM=10-50min. _ Operating environment Temperature - 40 to 100°F(4.4 to.37.8°C) Relative humidity 10 to 95%noncondensing Regulatory information -- -c I -.amunn AlucUtu on34 — --. This device complies with part 15 of the FCC Rules. Operation is subject to the following two conditions: FCC compliance - `(1) This device may not harmful interference, and (2) this devicemust accept any -interference received, including interference that maycause undesired operation. FCC ID:'B4Z-929A-.00 CSFM California State fire Marshal (CSFM). Listed Note: The TX -6310-01-1 wireless CO alarm is only compatible with GE Simon XT panels with firmware v1.4 and above. For a wireless CO alarm needed for use with other GE control panels or legacy installed control panels, order the 600-6520-95 wireless CO alarm, which is backwards compatible with all new and legacy panels. The 600 Series wireless CO alarm will report battery life and signal loss to the panel, but will only report locally at the sensor, tamper, end -of -life and trouble conditions. Please contact Technical Support for any TX -6310-01-1 panel compatibility updates. Ordering Information U -6310-0i -1 Wireless electrochemical carbon monoxide -alarm for use with Simon XT.v1:4 only, with sounder, tamper, hush, and .. functional test. listed to ANSI/UL 2034 Standard. Wireless electrochemical carbon monoxidealarm for use with any new GI wireless control panel or replacement of the:. 6Q0-615201911 discontinued 60-652-95 installed on a legacy control panel, with sounder, hush, local tamper/end-of-life/trouble,: and functional test, listed to ANSI/11L.2034 Standard. tta4t int®rlogix aarc rwes.,..,4wmm Specifications subject to change without notice. Interloglx.Com/safealr ® 2011 Interlogix, A UTC Fire & Security Company interlogix.com All rights reserved. utcfireantisecurity.com 103-3414 2011/08 (65536) Wireless Heat � ors Rate -of -rise and fixed temperature sensors OVERVIEW ITI Rate -of -Rise and Fixed Temperature Heat Detectors offer an effective fire safety solution for environments with high likelihood of rapid fire development, or where optical smoke detectors cannot be used due to high dust conditions. These detectors are designed to monitor the room temperature and activate the alarm if the temperature gets too high or - increases rapidly. With rate -of -rise heat detectors, a temperature increase at { the sensor of 15°F (9°C) or more per minute activates the rate -of --rise feature. This closes the contacts in the sensor to transmit the alarm condition to the alarm control panel. When the rate -of -rise element alone has been activated, the sensor is self -restoring. With combination rate -of -rise and foxed temperature detectors, the fixed temperature element is activated when the temperature of the center disk rises to the sensor's rated temperature. This closes contacts in the sensor and transmits analarmcondition to the fire alarm control panel: The fixed temperature element is non -restorable and, when activated, the detector must be replaced. The need for replacement is indicated when the center disk has popped away from the detector. When selecting the location on the ceiling for the heat sensor, do not locate It in direct path of hot or cold airflow. Refer to the detector specifications for the recommended maximum spacing. Earlier detector response may be obtained by reducing the spacing between detectors. )iivn FW'K.� r 0 'f STANDARD FEATURES • UL listed for highest standards of performance and reliability • Wireless design communicates with all learn -mode panels -• Ideal for environments with high dust or likelihood of rapid fire development • 15°F (90C)/min rate -of -rise rating • 135017/1 940F UL temp. rating 100°F/150°F UL max. ambient ceiling temp. rating • Provides detection for up to 2500 sq. ft. Easy installation interloglix.com Wireless �.� G Rate -of -rise and fixed temperature sensors Specifications North America Asia Australia Europe Latin America T 855-286-8889 T 852-2907-8108 T61-3-9239-1200 T32-2-725-11-20 T561-998-6114 Rate -of -rise rating 15F/min T� ULTemp rating 135F/1 94F UL Max Ambient Ceiling Temp 10OF/15OF Rating Learn Mode 135"F Rate -of -Rise Maximum Coverage 2500 sq ft. Color White Wireless communication Compatible. with ILX Learn Mode Panels Transmitter Frequency 319.5 MHz SAW Battery 9V Lithium or Alkaline UL 521 Ordering Information 50-460-61-95 Learn Mode 200°F Rate -of -Rise Sensor Learn Mode 135°F Rate -of -Rise 60-460-349.5 Sensor 60 -460 -319.5 -LB Learn Mode 135"F Rate -of -Rise Sensor w/Lithium Battery Dimensional Diagram interlogix interlogix.com Specifications subject to change without notice. m 20121nterlogm All rights reserved. 210-3566 2012/10 (71636) CIC WOM I /Z J 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 N19 2n1s Tru JOB ADDRESS ronnu r mu. tuRlce use unly) 321 Sopris Crek Road, Basalt, CO. 81621 OWNER Wilson & Lelia Harriman PHONE ELECTRICAL CONTRACTOR MAILING ADDRESS PHONE Xen Technlogy Group, LLC P.O. Box 1995, Basalt, CO. 81621 970-510-0064 BUILDING PERMIT # 0036.2015.PRBK OCCUPANCY GROUP ELECTRICAL VALUATION SQUARE FOOTAGE $7801.00 USE OF BUILDING q COMMERCIAL O RESIDENTIAL CLASS OF WORK ig ADDITION ❑ ALTERATION ❑ NEW I ❑ CONSTRUCTION ❑SOLAR ❑OTHER SERVICE DESCRIBE WORK IN DETAIL (For additions, alterations, indicate type, number and location of source of circuits) Low Voltage pre-wireand installation of speakers with volume controls, TV, & wireless Access Point for wireless internet. This will all connect to existing house systems. We are adding (1) TV location, (1) Video Jack, (1) AP, and 3 areas of speakers. There is an existing speaker location that will be re -wired for a new volume control on the back deck OWNER: 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 pr maitlenca Is owned by the applicant• that the applicant is not anointed in the business of construction or remodelin and such oroparty - not iMendetl for sale or rpala nor is b rental==129 love r occupied by teMrn whether transient rurteml nor will it be cenerally open to the public. It Is understood that compliance wen these assurances Is a condrhon 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 certficate of occupancy issued with respect to a roperty or residence described. DO NOT SIGN THIS SECTION IF YOU ARE A LICENSED CONTRACTOR. Signature of Owner Date: 4/Z/ 7 Note: Engineer stamped electrical one -line plan required if service is over 400 amps. Low voltage drawings must be done by NICET engineer. 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 Permit Fee Double (.5%) on the building permit valuation at time of issuance. All sub"Mits pulled under a building permit are paid by this deposit payment and should not pay Use Tax. Stand Q / $ alone sub -permits are required to pay a Use Tax Deposit to Pitkin County (.5%) Deposit .5% of 50% of project $ ID 3 $ Approved by Fire Marshal ❑ valuation. Project Valuation (includes labor) $ -7 B d l . 06 Date: Exempt: Exempt Organization Approved by HPC ❑ Tax Exempt ID Number Property liens may be placed on the owner's and/or the contractor's property Date: when Use Tax is not paid. ELECTRICAL CONTRACTOR For all work done under this permit, the permittee accepts full responsibility for compliance with the Build' De artme t Acceptance National Electric Code and County resolutions, and/or stale laws, whichever applies. Permit subject to revocation or suspension for violation of any governing same. An accepted final electrical inspection shall be obtained prior to using the electrical system. A final electrical Approved By: inspection 5 ll be roque within 48 hours after completing an electrical tall _ e -t _ Date: d— 17111,77 5 Permit Validation Sgnature of ElectricI Contractor Date Date Receipt # Total � I Z�115 3898 $ (o35D Print Name F`1