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HomeMy WebLinkAboutpitkin.bldg.264334300004 (2013)(Barn)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� Certificate of Occupancy Pitkin County Community Development Department Use Classification: BARN Building Permit: 0015.2013.PRBK Building Address: 1370 OWL CREEK ROAD SNOWMASS VILLAGE CO 81615 Owner of Building: K2 FAMILY PROPERTY LLC Owner Address: 2691 WALLINGFORD DRIVE BEVERLY HILLS CA 90210 Group: IRC Type of Construction: VB Use Zone: AR -10 Description: Parcel ID 264334300004 Parcel E, Stapleton Subdivision. 1,092 square foot one-story heated barn includes one 112 bath. Sprinklered. Comments & Restrictions: Administrative Decisions 88-2012, 47-2009 and 65-2006. Hearing Officer Determination 5-2011. Restrictive Covenant Prohibiting Commercial Agricultural Uses on Parcel E, Stapleton Subdivision, reception 596064. K2 Family Property LLC Activity Envelope and Site Plan recorded at Book 101, NMI Page 59. TDR Certificate Nos. IR -01 -11 -H -SW, IR -02 -11 -H -SW, IR -03 -11 -H -SW, and IR -06 -11 -SW. Agricultural Covenant recorded at 600082. 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 Applicant /'72ss L— s lk2,,d5: 'f'?�- Date I n Chief Building'Official ate Note: In all occupsncles, except R, this cenlncate must be posted In a conspicuous place near the main exit an the premises for which It Is Issued. Any alienation or use of these described premises or portion thereof without Ne written approval of the Building official shall negate this C.O. and subject n to revocation. tit 1'6 B PERMITS 5x/6. -23 PITKIN COUNTY BUILDING PERMIT APPLICATION 1305 GALENA ST ASPEN, CO 81611OFFICE PHONE 97G-920-5526 . INSPECTION UNE: 970.920.5532 http://www.aspenpitkin.com Applicant to complete numbered spaces only. Permit Number (Office Use Only .t S. JOB ADDRESS (fill out address form if none) Mi1°` Aake i (S70 oW ER - 9 m 2. OWNS Mtlnry Free. DE 3 Al- ll .&4 ( !( , (A FD ^' PAen. ONTRA OR M.a+i'my'.ae/ FN •' rr n l.►. W S— 1 r7 Cri FS y 4. ARCHITECT OR ENGINEER OF RECORD Ma'NNAddns Fm"° MH A li ilue� SE crw �j 6 'O MS s 5160) (o 3 �'W - ram 6. Parcel IDR (call 920.� ZG R. 7. CLASS OF WORN T ENi CODE MANCHEOERF)) ZONINGDEPOSir GISFEE 3 J (s �` I � �f — �iC — EW ADDITION ALTERATION REPAIR `� J� ^' 8. Use of Building USE TAX PERMR FEE ZONING FEE RD IMPACT FEE 9 Residential M Commercial ocultunl M Other L W. OTHER IMPAR Deed Restriction 9. Is LP Gas used? yes 62rN. AN IMPACT FEE REMP FEE FEE Rq'd7 Customer's Existing Se Total SR Foptw O 10. Valuation New Sit Footage Footage for THISpermit O s;o EE 115 "puOf Total SF of Bldg Actual Valuatlon No. of stories Construction 11. Description of work )Include Main Bldg Permit X 0 this is a change order) No. of Bedrooms No. of Existing Added Dwelling Units Census Code o a/> — l Prb o-Gmup orAWed lot= Use Zone v ' APPROVALS AUTHORIZED By DATE "I 5 a/ vndDee (r Re f S 3. /3 N.P.G cS 4/10-n/ L C s J �(r/ E NR�\' Zy Separate permits arc required for Electrical, Plumbing, Heating, Ventilating or Alr Enerveri , Conditioning. Fite"Asenhel This permit becomes null and wid If work or construction authorized is not commenced within 12 months or R construction or work is suspended or abandoned for a period of Fin SprinNw Raou na lyM Nam, Repmredi Y1N 180 days at any time after work is commenced. 4, I hereby certify that I have read and examined this application and know the same to be Cnyufaspen water true and correct. All provisions of laws and ordinances governing this type of work will pe"eons. An Dalt �``tel —'� be complied with whether specified herein or not. The granting of a permit does not ^� presume to give authority to violate or cancel the provisions of any other state or local Other 1, law regulating construction or the performance of construction. It is my responsibility to Q a review the approved plans and any comments that are contained thereon and the structure and/or project is builit in compliance with all applicable codes. NOTE: Thb/prml apermk poly when dated. week rtart<d wlNppta permit will be double he'd. X /� X ntractor's St nature Date Signature of Owner (if Owner Builder) Date �m rryR�t✓zyYw�Xrl.',J,�'f�t��ill�S %/iI A414- f2 �Gk'I�'s�lL/,, X PrintPrint at Print Data For Office Use Only APPl1GTI0N APPROVED FOR SUaea m. ACCEPPID PIANS OWE issumas wBm F RepalrAed: ✓ �41 21 ^3- l -v - �� om :1,27 Date J 7 Feld Duna Paid GIS Iswance hne�ngcl� i �7•J Paid Pemdt Fee ZS Pald AN impact Fax Ia`1d{R.maQl amyl j� Paid Road impact Fee Pak! Tax 'C)e�PA Paid REMP Fee Pa Other Fee I 1 14 PITKIN COUNTY BUILDING PERMIT APPLICATION 130 S GALENA ST ASPEN, CO 81611 OFFICE PHONE 970-920-5526 FAX: 9A\ INSPECTION LINE: 9709245532 httn:/Iwww.aspenpitkin.com 01,0`0, 01W I rLU1 [A Applicant to complete numbered spaces only. Permit Number (Office Use OnIYA Permit 1. JOB ADDRESSfill out address orm if none) M.wNAedreea Phan.-Fln ca L 7 co 2. OIAER p M.nins Atldien Pnom 3 KIZ {)rfnl 1 B ALUnt Fejt f FD 3. CONTRACTOR Magna Add Pnww I FN Q S FS v 4. A H E OR ENGINEER OF RECORDMaunaaddns nn MH LA-tG. CL �� 0170 115 i5150 It MS T 6. Parcel ID If(call 920-5160)6® 6Q ZG 0 m Be 7. CLASS OF WORK � ENERGY CODEF PIAN CK FEET NTNG OEPOSR GIS FEE 3 Q� ' a NEW 0 ADDITION ALTERATION REPAIR 8. Useof8Ullding USE TAXRMRFEE ZOANI E IMPAR FEE I 1 Residential Commerdal Agricultural M Other `g\ 9. Is LP Gas used? MilesAM No AN IMPACT FEE REMP FEE OTHERIMPACT FEE Deed ResbkfBn Rq'd? J coRomers - Existing Sq Total Sq Footage cal �` 10. Valuation New Sp Footage Footage formispennk 0 115 Type of $ Total SF of Bldg Aaewl valuation No. of Stories ,►1 �h 11. Descrlidon of work (Include Main Bldg 11 X H MIs Is a c nge order) I J / j e�Vvc 1EOMnNUan y [J Vol U g*rNo. of Bedrooms Existing Added No. of Dwelling Units Qr fade " C) 0 5 1 . r O - Group Out Load Lot Site Use Zone APPROVALS AUTHORIZED BY DATE R Doing O ` Unit Use H.PE. EH/NR Separate permits are required for Electrical, Plumbing, Heating, Ventilating or Air EneWeenng Conditioning. This permit becomes null and void If work or construction authorlted is not commenced FireMarshal within 12 months or if construction or work Is suspended or abandoned for a period of FireSprinkler Required?Y/N Alum eeaurbPOWN 180 days at any time after work Is commenced. I hereby certify that 1 have read and examined this application and know the same to be an, of Mw water true and correct. All provisions of laws and ordinances governing this type of work will After, cents. san Diss be complied with whether specified herein or not. The granting of a permit does not - presume to give authority to violate or cancel the provisions of any other state or local other law regulating construction or the performance of construction. It is my responsibility to review the approved plans and any comments that are contained thereon and see that the structure and/or project is buillt in compliance with all applicable codes. Not hl Iorm is al�armrt iii1k d. wife starte nom x permit will he douhie tee it. X / tractor at Dae Signature of Owner (if Owner Builder) Date X X Print Date Print Date For Office Use Only APPLICATION APPROVED FOR SURMRTAI DIED. `S 1 Submittal Fees Read:1pte n 77 Debt / `� \1/ w,a Pius F Cada, al PaW Nan Oxek fee Pell Tadry ppm) Paid 615, Fee Fee aFps [eipled: 1( ) t / LL x PaWPerm Fee Pold AN lmpap Fee lead 1Y11MINry jpnI Fee Pa1d RWdlmpa[t Fee Pa1d UMT- hW REMP Fear PW gIMriN c 1 `"T YJ—�r ' j <L.�Y✓L M CIE (MtF� PITKIN COUNTY BUILDING PERMIT APPLICATION 130 5 GALENA ST ASPEN, CO 81611 OFFICE PHONE 970-920-970-920-5439.FAX: // INSPECTION UNE: 970-92x520-5 532 htt0://www.ascenoitkin.com Applicant to complete numbered spaces only. Permit Number (Office Use Only) \pito (>1M3 so 1 Permit 1. 108 ADDRESS (fill out address form if none) tsLi ur 1370 Owl Crook Road 970.379.7445 CO m � 2. OWNER Nseaaeaas rime DE 3 21 K2 Family Property LLC 2691 We0ingford Dr., Beverly Hills, CA 90210 FD M 3. CONTRACTOR x A^drvn rlw,e FN Shictural Associates Co. Inc 4185 CR154, Glenwood Springs, CO 81801 970-945-0147 FS MH d IT N 4. ARCHITECT OR ENGINEER Of RECORD ..,I" A.— rime Cherbe Cunn8le and Meoclelea Hymen Ave, Aspen CO 970.925-5590MS i m 6. parcel lDR(call 920 5160)2643'343'00'004 ZG� D m F1{�(�� W v -4 7. CLASS OF WORK ENERGYWDEFEE PLANCHECKFEE ZONINGDEPOW GMM 3 0) 0 NEW ADDRION 1EMTgN RFPAIR O S. Use of Building USE TAX PERMnFEE 20HI14G FEE RD IMPAR HE N `1 I Agrkulwul Other v cl OTHERIMPAR Deed Rettrktlon CD aas used? D ya No AH IMPAR FEE REMP FEE HE Rq'd? lG untomefs Enis4'. - cl 10. Valuation New sq Footage For, ✓ q- A7//r ^' 2 Type of ., SF of BWg Actual valuation No. of Stories Concoction $ C i �C 07 dp;,on of vrork (include Main Bldg Perm.; ""' N No. of Bedrooms NR. of Uisting Added waling unitscenpa Code N rA n Permit N D015.2013.prbk - Changes to Elam p Hatch relocation Dec Group Ow Lead tot Six ux IaN 3 Door 309 addition 'Z47 Door 306 relocatkln APPROVALS By DATE Crawl space vendlatlon 701 n;na VM Una HRC E"R Separate permits are required for Electrical, Plumbing, Hating, Ventilating or Nr Entinevin, Conditioning. This permit become null and void if work or construction authorlted is not commenced Flt. Martha within 12 months or If construction or work Is suspended or abandoned for a period of Fire spdMler gepulrN? rM Norm "red? yM 180 days at any time after work Is commenced. I hereby certify that I have read and examined this application and know the same to be oh of bpm was. I true and correct. All Provisions of laws and ordinances governing this type of work will a[Pen rem San Dr, be wmplled with whether specified herein or not. The granting of a permit does rwt presume to give authority to violate or cancel the provisions of any other state or Tool h� law regulating construction or the performance of construction. It Is my responsibility to reWew the approved plans end any comments that are contained thereon and sea than p _� lM WLNDRa aI d/qr prole« is bullh in mmpliaoca with all applicable codes. %O M1T�ra-d���p NOTE n n - ...,,: ,.". f double fee'd. ` X «car's Signature D e Signature of Owner (if Owner Builder) Date XS11on✓415'0 Ei OJVf /�Li/�% X 11. Dae Date For Office Use Only ArPDGT10N i APPR0VE0F0R I�ACCEPrmKE a CA C 17", �� ll submittal Fees Resaiplad: Il •I o—f 0m ('lo -1 owpeoa. r« FFwersr« to mein oePosn ora 05 r« (� P a0a glfkaaat%a lee,—Irirg&Nti F.. raa goad impart Fat IFxm IIOlfea Olr rex 3[J- Print this form Reset this form PLUMBING PERMIT APPLICATION Z PITKIN COUNTY COMMUNITY DEVELOPMENT 130 S GALENA THIRD FLOOR ASPEN CO 81611 INSPECTION LINE: 970-920-5532 OFFICE: 970.920.5526 FAX: 970.920.5439 oo(�a acs (3��-) PERMIT NO. (OIB a sit Only) JOB ADpBES�O ff jj'' v R�.k Qct • fFs �,,. Cv 8l (� OWNER: MAILING ADDRESS: PHONE: KZ , 7 r- . ,/,. - n trCs/ N,7/s ,� �o PLUM�BIrG CONTRALTO MAILING ADDRESS: PHONE: H s /w1jiA l C /lupi o 5rd0 F► 9.�d a USE OF BUILDING p COMMER IAL RESI NTIAL BUILDING PERMIT NO. n CLASS OF WORK: Ok NEW ❑ ADDITION ❑ ALTERATION IS THERE A RESTAURANT IN THIS BUILDING? OYES &NO WILL PENETRATIONS MADE IN FIRE RESISTIVE CONSTRUCTION?: ❑ YES, WILL REQUIRE A PLAN REVIEW ❑ NO TYPE OF FUEL: ❑ OIL ❑ NATURAL GAS ❑ LPG DESCRIBE WORK: NO. TYPE OF FIXTURE OR ITEM FEE Water Closet Bathtub Lavatory ash Basin Shower Kitchen Sink 8 Disposal ADDITION UMBING PERMIT MAY BE REQUIRED Dishwasher SPECIAL CONDITIONS: Laundry Bar, Utility Sinks Clothes Washer NOTICE This permit becomes null and void 0 work or construction authorized is Floor Sink not commenced within 12 months or if construction or work is suspended Floor Drain Water Heater or abandoned for a period of 180 days at any time after work is commenced. Gas System: # of Outlets Water Piping a Treating Equipment hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating constructio or a performance of construction jCKT3 Lib v. Boilers includes vent B.T.U.. ,3 Other.6, w, Fixture Fee Permit Fee SIGN,AT// OF CONTRACTOR - 7 DATE 1C1// I&CS JCTUrx� i.-Pw� %�A Rk PRINT NAME SIGNATURE OF OWNER (IF OWNER BUILDER) DATE SUBTOTAL PERMIT VALIDATION Use Tax APPLICATION ACCEPTED: BY HPC: BY PLANS CHECKED: BY APPROVED FOR ISSUANCE: BY'1 Date Receipt # TOTAL FEE I �7 DA D DATE: DATE: DAIE 3 l PAYME T OFITKIN COUNTY USE TAX t The General Contractor or Owner Builder is required to pay a Use Tax Deposit Pitkin County (.5%) on the building pernit valuation at time of issuance. All sub-pernits pulled under a building pemlit are paid by this deposit payment and should not pay Use Tax. Stand alone sub -permits are required to pay a Use Tax Deposit to Pitkin County (.5%) Deposit.5%of 50% of project valuation. Project Valuation (includes labor) $ Exempt: Exempt Organization Exempt ID # Property (lens may be placed on the owner's and/or the contractor's property when Use Tax Is not paid. G Z D z D m Sib C) m r r 2 G Z m Plumbing/Mechanical Permit is being issued on the condition that all items requested are on the approved plans. Any deviation shall require a change order/or removal at the applicant's expense. ALL PLUMBING 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. �l) C 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 00ibu'Ml ,PtI [c, PERMIT NO. (Office Use only) JUB ADDRESS: WL CgiMk,LL46C C4F1 l5' MAILING ADDRESS' PHONE: - 3— 'I�,J F ll MKECHANICAL C NTRACT MAILINNGG ADDRESS: PHONE: 1425 2 PtfZD n eo 9/�l USE OF BUILDI C COMMERCIAL SI ENTIAL BUILDING P RMR Q/iM/ l S . 501-T, � IS THERE A CLASS OF WORK: W NEW C ADDITION C ALTERATION C SOLAR RESTAURANT IN THIS BUILDING? C YES NO WILL PENETRATIONS MADE IN FIRE RESISTIVV��yyCCONSTRUCTIONi' TYPE OF FUEL' C OIL NATURAL GAS C LPG C YES, WILL REQUIRE A PLAN REVIEW IVhC DESCRIBE WORK: NO. TYPE OF EQUIPMENT FEE % Forced Air Systems–Gravl Systems – B.T.U. CE Wall, Suspended Or Unit Heaters Dryer Vent ZOVE Appliance Vent Heating, Refrigeration, Cooling, Absorption Unit ONAL MECHANICAL PERMIT MAY BE REQUIRE Repair, Alteration or Addition to Exalting System SPECIAL CoND Boilers includesvent B.T.U.. t cQ w Lot Air Handlinq Unit C.F.M. NOTICE This permit becomes null and void if work or construction authorized is not Evaporative Coolers Ventilation Fan commenced within 12 months or If construction or work is suspended or abandoned for a period of 180 days at any time after work is commenced. Range Hood Gas "PI i ' 1 hereby certify that I have read and examined this application and know the same to be true and cored. All provisions of laws and ordinances governing this type of Gas Log or Appliance work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state I regulating s the rice of constructi I Other: S REQF CONTRA OR D E Fixture Fee Permit Fee PRINT NAME SIGNATURE OF OWNER (IF OWNER BUILDER) DATE SUBTOTAL PERMIT VALIDATION Use Tax APPLICATION HPC: PLANS APPROVED FOR Date Receipt # TOTAL FEE ACCEPTED; CHECKED: ISSUANCE: BY BY BY BY 5,13 . IT U_ Wi y U a � D=ATEDATE: DATE: DATE: D PAYMIINT Oft PITKIN COUNTY USE TAX The General Contractor or Owner Builder is required to pay a Use Tax Deposit to Firkin County (.5%) on the building permit valuation at time of issuance. All wb-pemnits 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 k Property liens may be placed on the owner's and/or the contractor's property when Use Tax Is not paid. 0 0 Z 0 n Z m 90 0 M r r 2 0 Z m I PlumbinglMechanical Permit is being Issued on the condition that all items requested a e on the approved plans. Any deviation shall require a change orderior removal at the applicant's expense. ALL PLUMBING 8 MECHANICAL PERMITS ARE REQUIRED TO BE ON THE JOB SITE. N 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. E-mail this form Print this form Reset this form Lj /L VI 0) I JMain I Routing Status I Contractors I Fee Summary I Custom Fields I Actions I Routing History Permit type pele05 Pitkin Electrical 2005 Permit # 0035.2016.PELE Address 1370 OWL CREEK RD E] Parcel # 2643-34-3-00-004 Apt1S cite City SNOWMASS VILLAGE State CO Zip 81615 El Permit Informatio Master permit 0015.2013.prbd Routing queue pelfl Project a Status final Description This permit is for the low voltage wiring in the outdoor projector vault only. Requested by Ray for inspection purposes once the projector is in place and operational. Submitted Andrew 404-504311FILED Clock Stopped Days 1127 Submitted via + Owner Applied 0210412016 + Approved 0210512016 Issued 0210912016 + Closed/Final 0310712019 Expires 0810712016 Last name K2 FAMILY PROPERTY DEI First name 2691 WALLINGFORD DR - BEVERLY HILLS CA 90210 Phone [ ] Email Address Applicant 0 Owner is applicant? G Contractor is applicant? Last name XSSENTIALS --ILFirst name 109AADC ASPEN CO 81611 Phone [970] 925-1700 Cust # 28638 IJ Address Email lamie.lawson@xssentials. com Lender Last name E] First name Phone [ ] Email F■ Email inspection results Address rrr I t ELECTRICAL PERMIT APPLICATION 3 PITKIN COUNTY COMMUNITY DEVELOPMENT 130 S Galena St Third Floor Aspen CO 81811 INSPECTION LINE 970-920.5632 PH: 970-920-5526 FX: 970.920-5439 PERMIT NO. (Office Use Only) JOB ADDRESS 1370 Owl Creek Road (BARN) OWNER PHONE K2 Family Property LLC ELECTRICAL CONTRACTOR R&A Enterprises MAILING ADDRESS 5317 County Rd. 154 suite 201, GWS PHONE 945-6500 BUILDING PERMIT # 0015.2013.PRBK OCCUPANCY GROUP IRC ELECTRICAL VALUATION $12,000.00 SQUARE FOOTAGE 1118 USE OF BUILDING ❑ COMMERCIAL R RESIDENTIAL CLASS OF WORK ❑ADDITION ❑ALTERATION NEW ❑CONSTRUCTION SERVICE ❑SOLAR ❑OTHER DESCRIBE WORK IN DETAIL (For addlitons, alterations, Indicate type, number and location of source of arcuhs) New fixtures, rough and trim. Service is part of main house permit. OWNER: The undersigned appllcenl to penonaay perform electrical work on the described property w reeldence hereby certhial, a a condition of Issuance of such permit, that the AS,- -1'L, c I —'d by tfa - 1 t that L slit 1 of a W 1 lhs bW l / anabURI= er nMRMDo• and propertySuch en -- - - is It mmi scurfy laot"W d le ba u lad M (_Hanle whether bamlant cur wrroMami. mea will tt be mnenllr ease to the oobllc. it IS understood NN compliance with these essurences is a condition of the Issuance of an eleele" permit to the applkxm pureuanl to the provlslom of C.R.S. Section 12.23-111 (2) (as emended), and that failure to comply herein we be grounds for revocation of the electrical permit or any cenlaate of occupancy Issued in respect to the property or residence descrbed. 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 Tex Permit Fee Double The General Commo,r a Owner aWder Is required to pay a Use Tax Deposlt to Pllkin County (.5%) on Ile building permit valuation et time of Issuance. N suo-permits paled under a building Parma ere paid by INS dwmll payment and Should nor pay Use Tax Stand alone sub -permits an required to pay a Use Tax Deposit to Pllkln Courcy (.5%) Dep0311.5% of 50%or prolem Approved by Fire Marshal ❑ valuation. Project Valuation (includes labor) $ Date'. Exempt. Exempt Organization Approved by HPC ❑ Tax Exempt 10 NumberDate: Property liens may be placed on the owner's and/or the contractor's property when Use Tax Is not paid. ELECTRICAL CONTRACTOR For all work done under this permN, permit accep fua responsibillly fa tom..... a with 0e National Secuk Bode CO Cluj , melons a laws. whichever applies. Permit subject to fa I of any oveming some. An accepted final alemmal be d pr syslem�rial electrical Inepea wi In 48 after plating an ele� IM Baton. BuIldIna Disoartmeat Acc tante Approved By: • • ' Date: Permit Validation 'Al Sly atureo cid a) nears. Date Kelly Crownhart Date f I Recelpt# �Wvg ILW� Total " ' ✓� Print Name E-ma11 this form Print this form Rest this form z M ELECTRICAL PERMIT APPLICATION 3 PITKIN COUNTY COMMUNITY DEVELOPMENT 130 S Galena St Third Floor Aspen CO 81611 INSPECTION LINE 970.920.5632 PH: 970-920-5526 FX: 970-920-5439 U PERMIT NO. (Office Use Only) JOB ADDRESS 1370 Owl Creek Road OWNER PHONE K2 Family Property LLC (970) 927-3031 ELECTRICAL CONTRACTOR MAILING ADDRESS PHONE Xssentials - Aspen 109 ABC, Aspen, CO. 81611 (970) 9251700 BUILDING PERMIT # OCCUPANCY GROUP ELECTRICAL VALUATION SQUARE FOOTAGE 0015.2013.PRBK I.r.c. $5419 1157 USE OF BUILDING ❑ COMMERCIAL O RESIDENTIAL CLASS OF WORK ❑ ADDITION ❑ ALTERATION 111 NEW ❑ CONSTRUCTION ❑ SOLAR ❑ OTHER 1 1 SERVICE DESCRIBE WORK IN DETAIL (For additions, alterations. Indicate type, number and location of source of circuits) Low Voltage Wiring for Lutron Lighting Keypads and Audio Video Systems OWNER: The undersigned applicant to personalty perform electrical work on the described property or residence hereby cedfies, 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 (occupied or to be occupied by tenants, whether transient or permanent, nor will It be asnerally 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 (allure to comply herein will be grounds for revocation of the electrical permit a any certificate of occupancy issued with respect to the property a 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 Comrades or Owner Builder is required to pay a Use Tax Deposit to Pitkin County (.5%) on Na building permit valuation at time of Issuance. All sub -permits pulled under a building are paid by this deposit payment and should not pay Use Tax. Stand alone sub -permits are Q GJ $ 1 Q $permit required to pay a Use Tax Deposit to Pitkin County (.5%) Depose .5 % of 50% m project valuation. Approved by Fit Marshal ❑ Project Valuation (includes labor) $ Date: Exempt: Exempt Organization Approved by HPC ❑ Tax Exempt ID Number Property liens may be placed on the owners 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 art entAccetance National Electric Code and County resolutions, and/or stale laws, whichever applies. Permit subject to revocatign or suspension for violation of any governing same. An accepted Mal electrical Idlipectl n -Rall be obtained prior to using the electrical system. A final electrical Approved By: InspectlppenBg'4LTee ested within 48 hours after completing an electrical Installation. C1\ S/t3/IC�_Date: - Signatur 'cel Contractor Date Permit Validation Date Receipt# Total SUMS SV_- f -Y) hw 13 9 4 ?)001l Q1 O Print Name A 4 z FINAL INSPECTIONS InspCList.rpt 1/19/2016 10:02:51AM Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Permit No: 0126.2015. PELE Scheduled for January 19, 2016 Type: 226 FINAL ELECTRICAL Notes: Final inspection for barn - Low voltage wiring Inspection Line:920-5532 Time: 12:00 Inspection Resul 1 -Accepted 2 - Accepted as Noted _ 3 - Rejected 4 - Partial/Not Complete Reinspection ee $ Comments: Page: 13 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. X1101 lb Date Signature of Applica DateSignature of Inspect Address Contact Name: 1370 OWL CREEK RD x Contractor: XSSENTIALS, LLC Wilson Owner: Name Name, Contact# (970)404-5043 K2 FAMILY PROPERTY DE Page: 13 ,Jns_oCList.rpt 1/19/2016 10:02:51AM Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Permit No: 0125.2015.PELE Scheduled for January 19, 2016 Type: 226 Notes: Inspection Ri FINAL ELECTRICAL 1 - Accepted �� 2 - Accepted as Noted _ 3 - Rejected Reinspection Fee $ Comments: Inspection Line:920-5532 Time: 12:00 4 - Partial/Not Complete Page: 12 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. Date ) I �" `b Signature of Applicant Print Name J Lt.>nl Gd,�z�tCc Date ignature of Inspector Print Name Address Contact Name: Rig Contact # (970) 618-9637 1370 OWL CREEK RD Contractor: R & A ENTERPRISES Owner: K2 FAMILY PROPERTY DE Page: 12 InapSList.rpt Inspection Check List Page: 9 1/19/2016 10:02:51AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Permit No: 0062.2013.PPLM Scheduled for January 19, 2016 Type: 441 FINAL PLUMBING Notes: 1 - Accepted —/V 2 - Accepted as Noted Comments: Time: 12:00 3 - Rejected 4 - Partial/Not Complete This inspection report is accepted with the understanding that the inspection does not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure(s) and system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems. Date Signature of DateSignature of Addre 1370 OWL CREEK RD Contractor: HAPS INC Name Er )�AZt1Y Name _ Contact# ((970)319-3099 Owner: K2 FAMILY PROPERTY DE Page: 9 inSPUUst.rpt Inspection Check List Page: 15 1/22/2016 8:69:39AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Permit No: 0086.2015. PM EC Scheduled for January 22, 2016 Type: 428 FINAL MECHANICAL Time: 12:00 Notes: or Josh -9706185880/ early pm? call w/ ETA " No Inspection Results: Accepted _' 2 - Accepted as Noted _ 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Z / � -MMF � I�UCI 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. Date I - 22 16gnature of Applicant Print Name J; S,- ���" 5 Date -1-2Z- I ;Signature of Inspec or Print Name \1 AL, Pte-[ Address Contact Name: Paul 1370 OWL CREEK RD Contractor: T & E MARSHALL ENTERPRISES INC Owner: Contact # K2 FAMILY PROPERTY DE (970)379-6377 Page: 15 InsaCLlst.rat Inspection Check List Page: 7 2/5/2016 8:24:48AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Permit No: 0015.2013. PRBK Scheduled for February 05, 2016 Type: 133 Notes: call ahead DESCRIPTION: #Stories: Bath:_ 3/4 Baths:_ 1/2 FINAL BUILDING INSPECTION Time: 08:05 ied: Detached: Carport: Bedrooms: Full Kitchen:_ ACCESSORY UNIT: Living: Kitchen: Bath: Appliance -Maker: Gas 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. Date Signature of Applicant _Print Name Datel,s _/(o Signature of Inspector Print Name ", o Address Conta"am : Erik Conta # (970) 618-4474 j 1370 OWL CREEK RD Contractor: STRUCTURAL ASSOCIATES, INC Owner: K2 FAMILY PROPERTY DE Page: 7 APPLICATON MATERIAL Building Permit # Address: Legal Description: Planning Area Parcel ID# Zone District: Zoning Record 0001.2013.prbk (SFR) 0015.2013.prbk (Barn) 1370 Owl Creek Road Parcel E, Stapleton Subdivision Owl 2643-343-00-004 AR -10 Approvals: Activity Envelope and Site Plan recorded at BK 101 PG 59. Administrative Decisions 47-2009, 65-2006, 88-2012, 26-2012. Hearing Officer Determination 5-2011. Board of Adjustment 01-2015 (for lightning pole height). Restrictive Covenants Prohibiting Commercial Ag Use recorded at reception #596064. Restrictive Covenants for Ag Use of Barn recorded at reception #600082. TDR Nos. IR -01 -11 -H -SW, IR -02 -11 -H -SW, IR -03 -11 -H -SW, and IR -06 -11 -SW. Impact Fees: Road Impact Fee: $1,729.89 Affordable Housing Impact Fee: $83,588.00 Building Height: FF = 7922.5 main, 7922 garage, 7920.5 master suite Floor Area: Allowed: 15,000 sq ft Existing: 4,070 sq ft (to be demolished) Proposed: SFR: 15,000 sq ft Barn: 1,157 sq ft Lighting: Compliant at time of inspection Landscaping: 0010.2015.pbnd for $30,000.00 to ensure landscaping. Other: 0012.2015.pbnd for $10,000.00 to ensure relocation/removal of lighting rods. Final Zoning Inspection made on SFR on November 2015. Final Zoning Inspection made on Barn on January 18, 2016. Certificate of Occupancy for SFR signed off by Zoning staff on December 15, 2015. CO for Barn signed off by Zoning staff on March 11, 2016. 12 RECEPTION#: 600082, 06/05/2013 at 11:10:40 AM, /�( 1 OF 6, R $0.00 Doc Code COVENANTS CONTRACTIP ' v �%'�3 Janice K. Vos Caudill, Pitkin County, CO RESTRICTIVE COVENANT FOR THE USE OF AND AGREEMENT FOR AN AGRICULTURAL BUILDING r 1 THIS RESTRICTIVE COVENAN "Restrictive Covenant") is made and entered this 3C� day of May 2013, by K2 Family , LLC ("Grantor" or "Owner"), concerning the property known as 1370 Owl Creek Road, Aspen, CO Parcel ID# 2645-345-00-004, located in Pitkin County, for the benefit of the Pitkin County Board of County Commissioners ("County"). WITNESSETH WHEREAS, Grantor owns the real property described as Parcel E, Stapleton Subdivision ("Property"), which Property will contain an agricultural building as allowed pursuant to Sec. 5-20-70 of the Pitkin County Land Use Code. Said agricultural building will be located as shown on the attached site plan (Exhibit "A") and shall contain approximately 1,157 square feet of exempt "barn" floor area as approved in Building Permit No. 0015.2013.prbk. For the purposes of this Restrictive Covenant, the approved agricultural building and all appurtenances and fixtures associated therewith shall hereinafter be referred to as the "Agricultural Building"; and WHEREAS, this Restrictive Covenant imposes certain covenants upon the Property, which restrict the use of the Agricultural Building, as more particularly set forth herein. NOW, THEREFORE, for and in consideration of the covenants, terms, conditions, and restrictions hereinafter set forth and for other good and valuable consideration, the receipt and sufficiency are hereby acknowledged. Grantor does hereby grant and convey to the County, forever and in perpetuity, an interest in the Property, for and in consideration of the recitals and mutual covenants, terms, conditions and restrictions contained herein: 1. Restrictive Covenant pertaining to use of the Property. The use of the Agricultural Building shall henceforth be limited to shelter or to enclose livestock, horses, poultry, feed, or field equipment, or otherwise used for in support of an on-site agricultural operation. An indoor riding arena shall not be considered a barn. 2. Covenant running with the land: binding effect. The provisions of this Restrictive Covenant shall constitute a covenant that runs with the title to the Property as a burden thereon for the benefit of the County, its successors and assigns and shall be deemed an appurtenance to the title to such land. 3. Permitted uses and activities. As owners of the Property, the Grantor retains the right to perform any act consistent with the Land Use Code to the extent such act is not prohibited or limited by the requirements of this Restrictive Covenant. These ownership rights include, but are not limited to, the right to exclude any member of the public trespassing on the Property and the right to sell, lease, or otherwise transfer the Property to anyone Grantor chooses. Nothing herein shall be construed to be an approval by Grantee under the Land Use Code for any purpose. Iy 4. Enforcement and Inspection. This Restrictive Covenant and its terms and representations shall be fully enforceable by the County, its successors, assigns and agents in any action at law or equity or both, to secure compliance, including but not limited to, seeking injunctive relief and/or specific performance requiring the Grantor, its successors or assigns to cease and desist all activity in violation of the terms of this Restrictive Covenant and to return the Property to its condition prior to any violation. Moreover, the County and its successors, assigns and agents shall be permitted access to, and to enter upon, the Property at reasonable times upon at least 48 hours advance notice to the Grantor or Grantor's representative, solely for the purpose of monitoring, inspection, and if necessary, remediation of the Agricultural Building in order to enforce and assure compliance with the terms and conditions of this Restrictive Covenant. 5. Costs and liabilities. Grantor retains all responsibilities and shall bear all costs and liabilities of any kind related to ownership, operation, upkeep, taxes and maintenance of the Property, including but not limited to, costs associated with compliance with this Restrictive Covenant. The County's acceptance of this Restrictive Covenant shall in no way be construed as an assumption of any duties or liabilities associated with the Property and Grantor acknowledges that by this Restrictive Covenant, Grantor continues to retain responsibility for any and all duties and liabilities associated with the Property. 6. Subordination. At the time of the conveyance of this Restrictive Covenant, the Grantor represents that the Property is not subject to any mortgage, deed of trust, or judgment lien, or any other instrument that might result in a foreclosure action that could affect the viability of this Restrictive Covenant. 7. Incorporation of the Land Use Code. The Land Use Code, as may be amended from time to time, and any terms or definitions contained therein, are hereby incorporated by this reference in their entirety. 8. Modification. The terms of this Restrictive Covenant can only be modified by an amended covenant executed by both Grantor and County and recorded in the records of the Clerk and Recorder for Pitkin County, Colorado. 9. Venue and jurisdiction. Grantor and the County consent to venue and jurisdiction in the District Court for Pitkin County, Colorado for all matters concerning the interpretation and enforcement of this Restrictive Covenant. 10. Attorneys fees and costs. In the event of any action or suit between the parties hereto or their successors and assigns to enforce any of the agreements, covenants or restrictions contained herein, the substantially prevailing party in any such action or suit, whether by final judgment or out of court settlement, shall recover from the other party all costs and expenses of such action or suit including reasonable attorneys fees. �5 11. Section headings. Paragraph or section headings within this Restrictive Covenant are inserted solely for convenience of reference, and are not intended to, and shall not govern, limit or aid in the construction of any terms or provisions contained herein. 12. Further actions. The parties to this Restrictive Covenant agree to execute such further documents and take such further actions as may be reasonably required to carry out the provisions and intent of this Restrictive Covenant or any agreement or document relating hereto or entered into in connection herewith. 13. Notices. Any notice which is required to be given under this covenant shall be given by mailing the same, certified mail, return receipt requested, properly addressed and with postage fully prepaid to any address provided herein or to any subsequent mailing address of any additional parties, as long as prior written notice of the change of address or additional parties has been given to the other parries to this Restrictive Covenant. To Grantor: K2 Family rd - , LLC 2691 Wallingford Drive Beverly Hills, CA 90210 Attn: Jacob Kotzubei, Manager To County: Board of County Commissioners of Pitkin County 530 E. Main Street, 3`d Floor Aspen, CO 81611 With Copies To: Pitkin County Attorney 530 E. Main Street, Suite 302 Aspen, CO 81611 IN WITNESS WHEREOF, Grantor has executed this Restrictive Covenant as of the date and year first written above. Grantor By: Jacob KotA6bei, ganager K2 Family LLC Co li State of Colorado ) ) ss. County of Pitkin ) SFS Q�gai£�� C{ - bc-k NaOJU b(- kJ1 The foregoing Restrictive Covenant was acknowledged before me this 3 day of 2013 by dt �4 ti�¢I-4 1(s 3 Witness my hand and official seal My commission expires ATTEST APPROVED AS TO FORM John M. Ely ,•' Cou ry t homey 17 M. �DuAkirj Notary Public ACCEPTED BY Pitkin County Board of County Commissioners k''. At A By: George Ncwmaft. Date BOCC, Chair C�{ Ainy Houben, Date Community Development Director y State of California ) CALIFORNIA ALL-PURPOSE County of I QS illI __ ) CERTIFICATE OF ACKNOWLEDGMENT On M iM 3 2-O 3 before me, o"ATE anA(Ly P���C —a 1 r Ihr,e As name ar,d 1 4 rhe bffi n personally appeared � A Lomas *♦ who proved to me on the basis of satisfactory evidence to be the person whose name'N) is/ft, subscribed to the within instrument and acknowledged to me that he/s*/tMW executed the same in his/her/dij authorized capacityttes), and that by his/her/tNr signatureN on the instrument the personk or the entity upon behalf of which the personlb).acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. M. BOCNATEY Commission # 1666074 = Notary Public - Calnornla WITNESS my hand and official Los Angeles County w My Comm, Expires Apr 25, 2014 Signature � (Seal) OPTIONAL INFORMATION Althouqh the Information in this section is not required by low it c ouid prevent fraudulent removal and rearrachment of this ocknowledemetrt to an unauthorized document and may prove us�tul to persuns relying un the attuched document Description of Attached Document _ The preceding Certificate of Acknowleis attached to a d/o�cument Method or Signer identfication 1dgment nce titled/for the purpose of ��J'4 1 (� Pru•redtomeontheGallaorsansfacrolyw,mege, ,kr. L-•-P+muv or ld?nnfiwn;,nrredibh wrtneWea �OVhM V ------------Idotarial event Is detailed In notary journal on containing es, and dated Poge a_ The signer(s) capacity or authority Is Notary conlara ❑ indmdua*, Other Attomey-m-Fact G Ad•irtmnel iiyrMn;r r Sy)nena Thumbprmns) Corporate Ofiicerlsl TrtI: u• ❑ (_I Guardlan/Conservaror ❑ Panner - LlmnedrGe neral r] Trusteels) O[hrr representing: _ Iluiscl _., Fernn,I .. Fnnq'a.;� Sy rI c teumeu. ng . I a. tQ,,F 0h1 Nola[* &)"V Inc P -n e•-•• 114M Lw Mmrc'• In All .ron. nemtrr lnl' Flca>•: rnnry l rwn Aurh+nma Renllcr n+pu,Jw-e:.yr: el ih�. f.vm l� �� o= ��.�... _� RECEPTION#: 595810, 01104/2013 at 11:29:10 AM, 1 OF 2, R $0.00 Doc Code ADMIN DECISION Janice K. Vos Caudill, Pitkin County, CO ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN COUNTY, COLORADO, APPROVING THE K2 FAMILY PROPERTY LLC MINOR AMENDMENT TO SITE PLAN TO INCLUDE A BARN Administrative Decision No. 17C/ RECITALS 1. Pursuant to Section 2-20-150(b) of the Land Use Code, K2 Family Property LLC ("Applicant') has applied to the Community Development Director of Pitkin County, Colorado ("Director") to amend the Site Plan approved pursuant to Hearing Officer Determination No. 05-2011 to add a barn at the north end of the residence. The proposed barn is within the previously approved Activity Envelope. 2. The lot is located at 1370 Owl Creek Road, and more described as Parcel E, Stapleton Subdivision. 3. The lot contains 10.31 acres and is a conforming size lot in the AR -10 zone district. 4. The BOCC approved the Stapleton Subdivision via the Agricultural Lot Split Subdivision Exemption, pursuant to Resolution Nos. 83-122 and 84-116: the final plat was recorded in Plat Book 20 at Page 31. Parcel E is improved with a single family residence built in 1967, a detached garage and agricultural outbuildings. Parcel W is unimproved. 5. The Community Development Director approved building envelopes on both parcels pursuant to Administrative Decision No. 65-2006; the 1041 site plan was recorded in Plat Book 80 at Page 96. The vested rights expired on July 11, 2009. The Community Development Director approved activity envelopes on both parcels pursuant to Administrative Decision No. 47-2009: the Activity Envelope Plan was recorded in Plat Book 91 at Page 71. The 2009 approval replaced the prior 1041 approval. 6. The Hearing Officer approved Determination No. 05-2011, which granted Site Plan Review approval to construct a new single Family residence, Special Review and GMQS Exemption to utilize four TDRs to develop up to 15,000 square feet of floor area, amendments to the previously approved Activity Envelope, and GMQS Exemption for a replacement residence. The Site Plan has not been recorded. 7. The Director finds that the proposed amendment complies with the applicable provisions of the Land Use Code, and will not change the use of the proposed development or the basic character of the land, is consistent with action taken during the original review, does not increase off-site impacts or the allowable floor area, and will not endanger the public health, safety or welfare. 8. The Director further finds that the proposed barn complies with the provisions of Sec. 5-20-70(i) of the Land Use Code, Floor Area Exemption for Agricultural Buildings, as follows: A. The proposed barn is designed to house field equipment for on-site haying. QO C Administrative Decision No. _-2012 Page 2 C. The parcel contains less than 20 acres, therefore, the barn is exempt from floor area up to 1,160 square feet. D. The proposed barn contains mechanical, electrical and plumbing equipment. E. The toilet room (toilet and lavatory only) will not exceed 20 square feet. F. The proposed barn will not contain any office space or human amenities. 9. The Director further finds that the barn complies with Sec. 7-20-120 of the Code, Scenic View Protection Areas, and is consistent with the development previously approved on the site. The barn is to the north of and contiguous with the approved garage and has the same height and width as the garage, so will blend with the existing structures on the site. THE DIRECTOR DOES HEREBY APPROVE the K2 Family Property LLC Minor Amendment for a barn, subject to the following conditions, which shall run with the land and be binding on all successors in interest: 1. All conditions of Hearing Officer Determination No. 05-2011 shall remain in full force and effect, except as amended herein. 2. Prior to submission of a building permit application for the barn, the Applicant shall be required to submit for approval by the County Attorney and Community Development an amended Site Plan in accordance with Land Use Code Section 2-30-20(g) and Application Manual Section 2.1.12. The above referenced approvals shall be a condition precedent to finalization and recordation of them. 3. Prior to issuance of a building permit for the barn, the Applicant shall record an Occupancy Covenant and Agreement in a form acceptable to the County Attorney in which the Applicant agrees that the exempt floor area may only be used in association with the raising, producing, or keeping of plants or livestock, or cultivation and management of other crops or farm products, and that any area not consistent with those uses would count as floor area. The Occupancy Covenant and Agreement shall also allow the County to inspect the agricultural building at any time for compliance with the specified use limitations, subject to the provision of reasonable notice to the property owner. 4. No calculations for height, bulk, setback, size, floor area, or any other building and zoning requirements have been conducted. These requirements will be considered at the time of building permit. Any structures represented in the application may not be permitted under building and zoning regulations. 5. The Applicant shall adhere to all material representations made in the application. APPROVED by the Director, this lRbday ofIQ1�6.2012. i Aex t 0 M Cind ouben, Community Development Director P105-12;PID #264334300004 RECEPTION#: 596064, 01/10/2013 at 02:25:29 PM, 1 OF 4, R $26.00 Janice K. Vos Caudill, Pitkin County, CO RESTRICTIVE COVENANT PROHIBITING COMMERCIAL AGRICULTURAL USES ON PARCEL E, STAPLETON SUBDIVISION THIS COVENANT ("Covenant") is made March 1 S 2012, by the Owner of the land known as the Parcel E, Stapleton Ranch, State Parcel Identification Number 2643-343-00- 004. A. K2 Family Property, LLC, a Colorado limited liability company (hereinafter the Owner) holds title to a parcel of land known as Parcel E, Stapleton Subdivision, according to the plat thereof recorded in Plat Book 20 at Page 31 located at 1370 Owl Creek Road in Pitkin County consisting of 10 +/- acres more fully described in Exhibit "A" (hereinafter the "Property") attached hereto. B. The Owner has received certain land use and development approvals from Pitkin County, including: The Hearing Officer's Determination No. 05-2011 Approving the Activity Envelope, Site Plan and Special Review for a TDR Receiver Site ("Approvals*). C. The Owner's Application for a Site Plan covered the following development and redevelopment activities: demolition of existing structures on the Property and construction of a new 15,000 square foot single family residence. D. As part of its consideration of the request for development approval, the Pitkin County Community Development Department ("PCCD) believes that the valuation of the Property and improvements proposed to be made under the Approvals will be significantly higher relative to the value of any agricultural products produced and that it is unlikely for the Owner to generate enough revenue from commercial agricultural activities to sustain a viable agricultural operation. Therefore, the Approvals when constructed changes the primary and fundamental use of the land from being primarily agricultural; and, as a condition of the Approvals, PCCD requested, the Owner record a Covenant prohibiting commercial agricultural activity prior to submittal of any building permit applications to construct the improvements under the Approval. NOW, THEREFORE, the Owner declares and acknowledges that the following terms, covenants and conditions shall apply to the affected Property and shall be deemed to run with the land and be a burden and a benefit to the Owner and their successors and assigns and any person owning or acquiring interest in the affected real property and Improvements, their grantees, successors, heirs, executors, administrators, devisees or assigns: 1. The Owner hereby permanently places a covenant on the land prohibiting the Owner from seeking agricultural tax status or classification for real property Q9 RECEPTION#: 596064, 01/10/2013 at 02:25:29 PM, 2 OF 4, Janice K. Vos Caudill, Pitkin County, CO taxation purpose under Title 30, C.R.S. to be effective upon issuance of a Certificate of Occupancy for the residence proposed for construction on the Property. 2. The foregoing shall not be construed to prohibit the Owner from conducting any activity permitted in the AR -10 zone district, including, but not limited to, agricultural uses, the breeding, keeping and sale of livestock animals or the growing, harvesting and sale of cash crops; nor, shall the foregoing constitute an independent source of authority to engage therein without approvals which are otherwise required therefor under the Code; PROVIDED, HOWEVER, the Owner shall not assert that the Property is a "farm" or "ranch" as defined in 39.1-102 (3.5) and (13.5) or that the Property is owned for the primary purpose of deriving a monetary profit therefrom by engaging in agricultural activities. 3. At the request of the Owner, this Covenant may be released by the Pitkin County Board of Commissioners if the circumstances which originally caused the Covenant to be required were to change. These circumstances are described in Recital D above and the factors used to determine said circumstances are defined in Section 2.20-10(e) of the Pitkin County Land Use Code ("Code"). 4. The provisions of this Covenant constitute the covenants that run with the title to the Property for the benefit of Pitkin County, Colorado, its successors and assigns and shall be deemed an appurtenance to the title to such lands. 5. This Covenant shall be specifically enforceable by Pitkin County and its successor, by any appropriate action, legal or equitable. Pitkin County may resort to any and all available legal action provided under law; PROVIDED, HOWEVER, the Owner agrees not to assert any claim for the award of attorney fees in any action brought by it pursuant to Section 7 hereof. 6. In the event that the parties resort to litigation with respect to any or all of the provisions of this Covenant, the prevailing party shall be awarded damages and costs, including, but not limited to reasonable attorney's fees. 7. Because this Covenant has been required by the PCCD as a condition of Approvals, and has not been voluntarily entered into, nothing herein shall preclude or constitute a waiver of the right of the Owner to hereafter challenging the validity of Section 2-20-10(e) of the Code and/or the application thereof to the Property in a court of law having jurisdiction thereover. 8. In the event that Section 2-20-10(e) shall in the future be determined to be invalid or Inapplicable to the Property by a final unappealable determination by a court of competent jurisdiction or in the event said Section 2-20-10(e) shall be repealed by the Board of County Commissioners of Pitkin County, Colorado, this Covenant shall thereafter be null, void and of no further force and effect. RECEPTION#: 596064, 01/10/2013 at 02:25:29 PM, 3 OF 4, Janice K. Vos Caudill, Pitkin County, CO IN WITNESS, WHEREOF, the Owner of the Property has executed this Covenant as of the day and year above set forth. OWNER: K2 Family Property, LLC By "� V Jacob Kotzubei, as Tru*fee for Kotzuhei-Beckmann Trust UTI) 1/11/2008, Sole Member Name Title STATE OF COLORADO ) )ss. COUNTY OF PITKIN ) The foregoing instrument was acknowledged before me this _ day of March, 2012 by Jacob Kotzubei, as Trustee for Kotzubei-Beckman Trust UTD 1/11/2008, Sole Member of Manager of K2 Family Property, LLC, a Colorado limited liability company. Witness my hand and official seal. My commission expires: l 'I11107,77-7717777 L� PITKIN COUNTY, COLORADO APPROVED: `nJ, Dimly DirecUMQLC=munity Developmen><7LLi John Ely my rney RECEPTION#: 596064, 01/10/2013 at 02:25:29 PM, 4 OF 4, Janice K. Vos Caudill, Pitkin County, CO State of California County of Los Angeles On March 15, 2012, before me, Dorie L. Kelly, Notary Public, personally appeared JACOB KOTZUBEI, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. DORIE L. KELLY CannNlo� 111EZ420 a" F*k - CANN" Los C"M Enw KNw11 f Signature (Seal] Dorie L. Kelly,of ry Pubti —D5 RECEPTION#: 584409,11/16/2011 at 02:21:17 PM, 1 OF 4, R $0.00 Doc Code DETERMINATION Janice K. Vos Caudill, Pitkin County, CO DETERMINATION OF THE HEARING OFFICER OF T1iE COMMUNITY DEVELOPMENT DEPARTMENT OF PITKIN COUNTY, COLORADO, APPROVING THE K2 FAMILY PROPERTY LLC SITE PLAN REVIEW, ACTIVITY ENVELOPE AMENDMENT, SPECIAL REVIEW FOR TDR RECEIVER SITE AND GMQS E) EMMONS Determination No. .5--2011 RECITALS 1) K2 Family Property LLC (hereafter "Applicant") has applied to the Pitkin County Hearing Officer (hereafter "Hearing Officer") to obtain Site Plan approval to construct a new single-family residence. The Applicant is requesting special review approval and GMQS exemption to utilize four TDRs to develop up to a total of 15,000 square feet of floor area. The Applicant is also requesting to amend the previously approved Activity Envelope and to obtain a GMQS exemption for a replacement residence. The parcel is within a designated scenic view protection area as seen from Owl Creek Road. 2) The property is located at 1370 Owl Creek Road, and described as Parcel E, Stapleton Subdivision. 3) The lot contains 10.31 acres and is a conforming size lot in the AR -10 zone district. 4) The BOCC approved the Stapleton Subdivision via the Agricultural Lot Split Subdivision Exemption, pursuant to Resolution Nos. 83-122 and 84-116; the final plat was recorded in Plat Book 20 at Page 31. Parcel E is improved with a single family residence built in 1967, a detached garage and agricultural outbuildings. Parcel W is unimproved. 5) The Community Development Director approved building envelopes on both parcels pursuant to Administrative Decision No. 65-2006; the 1041 site plan was recorded in Plat Book 80 at Page 96. The vested rights expired on July 11, 2009. The Community Development Director approved activity envelopes on both parcels pursuant to Administrative Decision No. 47-2009; the Activity Envelope Plan was recorded in Plat Book 91 at Page 71. The 2009 approval replaced the prior 1041 approval. The vested rights are valid until July 1, 2012. 6) The Hearing Officer heard this application at duly noticed public hearings,on September 20, September 27, October 4 and October 18, 2011, at which time evidence and testimony was presented with respect to this application. 7) The Hearing Officer finds that the Site Plan and Amended Activity Envelopes comply with the applicable standards in the Land Use Code ("Code"). 8) The Hearing Officer further finds that the proposed development is consistent with the criteria for development within the Scenic View Protection Area. The residence has been sited, designed and landscaped to minimize the visual impact as seen from Owl Creek Road. 9) The Hearing Officer further finds that the use of four TDRs on the site is appropriate, given the siting of the residence, the support in the Owl Creek Master Plan for the use of TDRs for additional floor area, and compliance with the other special review criteria. III i�J�� �RM EXHIBIT A PARCEL ID: 2643-343-00-004 Delermination.No. SI -2011 Page 3 C. Obtain a County access/driveway permit for any major improvements to the driveway, which shall be reviewed and approved by the Aspen Fire Protection District and Planning/Zoning. D. Submit a drainage and erosion control plan for review and approval by Planning/Zoning. If the total development disturbs one (1) acre or more, the Applicant shall apply for and obtain a State Stormwater Permit. All historic and natural drainage patterns shall be maintained. Stormwater shall be detained onsite and allow infiltration of runoff prior to discharge. E. Submit a construction management plan for review and approval by Planning/Zoning. F. Pay the applicable road and employee housing impact fees. G. Obtain an On -Site Wastewater Treatment System construction permit from Environmental Health. Secondary treatment is encouraged due to high ground water conditions. The drainage ditch adjacent to Owl Creek Road shall be lined or converted in order to meet minimum setbacks to the proposed absorption area. H. Submit a detailed revegetation plan for disturbed areas with appropriate seed mixes. The plan shall specify the native seed mix to be used, the rate at which it will be applied and the method of cover. 1. Submit a tree mitigation plan for the removal of any trees larger than 6 inch DBH. J. Submit a detailed landscaping plan. K. Submit a detailed exterior lighting plan. 9. The Applicant shall submit an earthmoving permit for the pond and water features, for review and approval by Planning/Zoning. Verification of adequate water rights shall be provided. The permit application shall include engineering for all overflow and outlet structures, recirculation systems, etc. If the pond is to be stocked with fish, the Applicant shall obtain a private lake license and stocking permit from the DOW. The pond can only be stocked with certified whirling disease free fish. 10. Landscaping shall be substantially consistent with the landscaping shown on the site plan. Areas disturbed by construction shall be re -vegetated within one growing season of the project's completion. Landscaping shall be completed prior to issuance of the Certificate of Occupancy for the residence. 11. No development in excess of 30" above or below natural grade shall occur within the setbacks of the lot, with the exception of driveways and associated retaining walls of up to 6' above or below natural grade and fencing. Landscaping in the form of berms shall not exceed four feet from the most restrictive grade. Any development located within setbacks mandated by County zoning regulations that does not comply with these restrictions shall require a variance from the Board of Adjustment. Approval of an activity envelope within such setbacks does not assure approval of a variance. 12. The Applicant shall comply with all of the codes and requirements of the Aspen Fire Protection District, including but not limited to access, turning around of fire apparatus, installation of approved fire sprinkler systems in all structures, and a minimum 20,000 gallon water supply for fire fighting or confirmation of an accessible hydrant in the vicinity. 13. No development shall occur outside of the approved activity envelopes, with the exception of vegetation removal necessary to comply with the wildfire mitigation measures described above. 14. The Applicant shall provide adequate engineering of any retaining walls over 4' in height and/or any improvements to retaining walls over 4' in height. All retaining walls shall be a maximum of 7' in height. EXHIBIT A PARCEL ID: 2643-343-00-004 z•:l tA[ RIC�� _�_�. V KRVO f .4ttancr= 67 Law '.w.vn1"Wer0o, �,em x,�n c \1111ci December 6, 2011 uullcrrn,,.u. d;m unn Mr. Charles Cunniffe Mr. Jim Kehoe Charles Cunniffe Architects 610 East Hyman Avenue Aspen, CO 81611 Re: K2 Building Permit Application for Parcel E, 1370 Owl Creek Road; Compliance with Section 7-50-20(c)(2). Dear Charles and Jim: You have asked me to address the above referenced County Code provision as it relates to the building permit application being submitted for K2 on Parcel E. I. Public water service is not available to this Property. V1.un Uf ha•: 730 E. Durant Avenue The Code provision states that "...the County may require that Suite 200 development connect to a public system if service is available...: ' Here, public Aapen, CO 81611 service is not available. First, Parcel E is not within the taxing boundaries or the 1 970.920.1028 service area boundaries of the Buttermilk Metropolitan District as defined in the 1 970.925.6847 District Service Plan approved by Pitkin County and the District Court of Pitkin 1, tra um County during the District's formation process. Therefore, any public service to 99918th street this Property requires a change to the District's Service Plan which must be 30th Flwr approved by the Pitkin County Board of County Commissioners pursuant to Denver, CO 80202 Pitkin County Resolution No. 188-2000; and which can be enjoined by the 'I. 303.893.9700 District Court. 1' 303.893.7900 P6wmx nuloc: Nor can the District compel this property to connect to the District. By 2415 E.Camelback statute [C.R.S. 32-1-1006(1)(a)(II)] a Colorado Special District has no power to Suite 700 compel connection if the owner's property is outside of the District boundaries. Ph«nix, Az 85016 This statute is intended to protect the property owner against involuntary forced '1 480.921.4044 inclusion and taxation. I-. 480.921.8688 3Moreover, the City of Aspen now provides water to the District pursuant 76333 E. 663rrd Place to Bulk Sale Water Service Agreement, dated January 14, 2011. As it currently 76 Suite 300-18 stands, this Agreement does not authorize any increased service to Parcel E.1 In Tulsa, OK 74, li T 918.459.4634 ' The Agreement does recognize there is current service "extratetritorially" to the existing, old L970.925.6847 Stapleton home, but specifically does not allow increased usage above existing use. r professional corporahoo C flmmui 11-mlI � Qa 11,11\1RICK \tIHEI: KR"111 Charles Cunniffe Architects Page 2 December 6, 2011 addition, the City must approve any change to the District "service area." During the Agreement negotiations, the City was opposed to any increased service to Parcel E through the District/City water system. 2. Environmental impacts would be greater by connecting to the District/City public system. The City supplies water to the District through a "master meter" tap which is located by the Airport. The District then needs to pump this water in a pressurized system uphill to serve the uses in its service area. The energy costs to pump and lift this water uphill and service Parcel E are far greater than the pumping costs in an individual well located within feet of the residence. In addition, the City water comes from direct diversions out of Maroon and Castle Creeks, surface sources which are over appropriated and subject to many competing uses, including environmental instream flows held by the Colorado Water Conservation Board. The proposed well water for Parcel E will come from the underground aquifer tributary to Owl Creek. The K2 well will largely utilize recharge water from ditch irrigation diversions which will occur with or without the well, i.e., any well diversions are primarily a "successive" use and re -use of the deep groundwater percolation and return flows from irrigation. Considering these factors, it is arguable that connection to the District/City water system causes more environmental impact than using an individual on-site well. 3. State law allows for an exempt well permit in this situation and K2 is entitled to rely on such permit. K2 is vested with an "exempt" well permit for Parcel E, issued pursuant to C.R.S. 37-92-602. Issuance of an exempt well permit is, by definition, a determination that "other water supplies are not available" to this Property since such exempt permit could not be granted otherwise. Required connection to a nearby (but out -of -boundary) public provider is inconsistent with the State statute and policy allowing for reliance on an exempt well permit in this scenario. In conclusion, we believe K2 has complied with Section 7-50-20(c)(2). Connection to the District/City public system is not required because service is not available to Parcel E and any such requirement would be contrary to State statutes which allow exempt well permits and prohibit compelled connection in this situation. Moreover, the basis for requiring such a connection under the Code (i.e., less environmental impact) is not present here. 01 P"yI RICK viii 1 i 1, hiy'k W1 Charles Cunniffe Architects Page 3 December6,2011 Very truly yours, PATRICK, MILLER & KROPF, P.C. A Professional Corporation sy: Scott C. Miller millerfa,.warerlaw. can sCM scm encl. cc: Leonard Oates, Esq. Mitch Haas W ¢ J F u W F u ¢ a CHARLES CUNNIFFE ARCHITECTS 0 a April 9, 2013 0 Joanna Schaffner Senior Zoning Official W c/o Agricultural Building Review Committee ' Pitkin County Community Development 0 130 S. Galena Street co Aspen, CO 81611 Re: Agricultural Building Review Committee Accessory Born Stapleton Ranch Exemption, Parcel E 1370 Owl Creek Road Building Permit Application # 0010.2013 Prbk Dear Joanna and Members of the Agricultural Building Review Committee: Pursuant to Amended Section 2-30-20 (19) of the Pitkin County Land Use Code, we are submitting this letter to clarify the Intended use of the proposed Accessory Barn ('Barn'). Historically, the agricultural use for this property has been that of hay. There is record of occasional cattle on the Property as well as the raising of chickens. The Owner/Applicant purchased the Property with an agricultural operation In mind. That was a large part of the appeal of the Property which is not constrained by subdivision covenants prohibiting such. The lot under construction has historically been planted for hay each year. The Owners intend to continue this practice to the fullest extent possible. The agricultural Covenant for the Property dated March 151m, 2012, was extensively negotiated, and finalized with the County to allow for commercial agricultural uses per Paragraph 2., Page 2. The Owner's intention for the Property at the time of purchase and presently include integrating and retaining agricultural use to the highest degree possible. The raising of a selected number of Wagyu Beef is also an agricultural activity planned for the Property. After completion of the Residence and Barn on the Property, a limited cattle operation for prized cattle can be conducted successfully on small acreages. Furthermore, the Barn is designed with flexibility for the addition of stabling horses for pleasure riding. After completion of the Residence, 7.25 acres will be utilized for agriculture. Additionally, the barn requested Is Intended to serve as equipment storage for the planting and harvesting of hay on the Property and the contiguous adjacent lot (Stapleton Ranch Exemption, Parcel W) and/or equipment related to the feeding and stabling of horses, and/or feeding and raising of cattle on both. 610 East Hymen Avenue • Aspen, Colorado 81611 to : 970.925.5590 fax: 970.925.5076 • www.cun,,iife.com The proposed structure is designed to provide space for the support of the continued agricultural use of the Property. As such, the proposed structure will be a vital part of sustaining the rural character and the historic nature of agriculture on this and the adjacent property. Per the Administrative Decision No. 88, 2012, the Barn compiles with Section 7-20.120 of the County Code, Scenic View Protection Areas. The Barn is contiguous with the residence in both an effort to retain all new structures in the location of the historically built area of the Property and to retain as much of the remaining property for the continued agricultural uses. The Committee must accept as correct the representations of the Owner/Applicant as to its intentions as set forth in this letter and as supplemented by testimony given at the hearing unless the same are contravened by competent evidence; and, the Committee should not subjectively draw conclusions and make findings based on Its speculation. To do so would be arbitrary and capricious. We trust this information is sufficient for the purpose of the committee's review. Please feel free to contact me If you have further questions. The Owner/Applicant will be at the April 17m hearing and available to answer questions as well. Kehoe 3� 9A OTHER INSPECTIONS IryspCList.rpt 7/16/2013 8:40:55AM Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Scheduled for July 16, 2013 Permit No: 0015.2013.PRBK Inspection Line:920-5532 Type: 120 INSPECT FOOTINGS Time: 08:16 Notes: barn Page: 3 1 -Accepted 2 - Accepted as Noted3 - Rejected 4 - Partial/Not mple T Reinspection Fee $ /,J �^ s� Comments: i d Date Signature of Applicant Print Name V- Date7& -/3 Signature of Inspector Print Name to, /o -ti Address Conta me: tom Contact # (970) 948-6832 3S 1370 OWL CREEK RD Contractor: STRUCTURAL ASSOCIATES Owner: K2 FAMILY PROPERTY LL( Page: 3 InspCl.ist.rpt 7/22/613 8:16:64AM Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Scheduled for July 22, 2013 Permit No: 0015.2013. PRBK Type: 124 Notes: 1 - Accepted _ Reinspection Fee Comments: INSPECT WALL 2 - Accepted as Noted _ 3 - Rejected Inspection Line:920-5532 Time: 08:00 4 - Partial/Not Complete Page: 2 Date Signature of Applicant Print Name/d►x--- (:rill k4L/- DateZ�P '&Signature of Inspector VQ4A 6AOW-[., Print Name (/ 6 P,v d eyA, Address Contactme: tom Contact # (970; 948-6832 11370 OWL CREEK RD Contractor: STRUCTURAL ASSOCIATES Owner: K2 FAMILY PROPERTY LL( Page: 2 ist. rat 4 8:07:49AM Permit No: 0015.2013.PRBK Type: 523 Notes: Spray Foam Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Scheduled for April 08, 2014 INSPECT INSULATION Inspection Results: 1 - Accepted 2 - Accepted as Noted Reinspection Fee $ 110'5� Comments: Date Signature of Applicant Datey F- % Y Signature of Inspector . Address Contact ame: 1370 OWL CREEK RD Contractor: STRUCTURAL ASSOCIATES, INC Inspection Line:920-5532 Time: 12:00 Rejected X \ 4 - Partto/Not Complete Page: 2 YZI� // �-- Print Name z Print Name_ A V'N C Brian Conta # Owner: K2 FAMILY PROPERTY DE Page: 2 InspCList.rpt 5/1A12615 9:03:50AM Permit No: 0086.2015.PMEC Type: 420 Notes: Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Scheduled for May 14, 2015 INSPECT ROUGH MECHANICAL Inspection Results: 1 -Accepted 2 - Accepted as Noted 3 - Rejected Reinspection Fee $ Comments: Date Signature of Date � C Signature of Address 3� 1370 OWL CREEK RD Contractor: T & E MARSHALL ENTERPRISES INC Inspection Line:920-5532 Time: 08:00 4 - Partial/Not Complete Page: 17 Name Name P ti Con act # (970) 319-3976 Owner: K2 FAMILY PROPERTY DE Page: 17 InspCList.rpt Inspection Check List Page: 10 5/14/2015 9:03:50AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Permit No: 0062.2013. PPLM Scheduled for May 14, 2015 Type: 321 INSPECT ROUGH PLUMBING - WASTE & VENT Time: 08.00 Notes: Inspection Results: 1 - Accepted Reinspection Fee Comments: Type: 322 Notes: barn 2 - Accepted as Noted 3- INSPECT PLUMBING - WATER PIPE Inspection Results: 1 - Accepted 2 - Accepted as Noted Reinspection Fee $ Comments: 4 - Partial/Not Time: 08:00 - Rejected -� \ 4 - Partial/Not Complete Date Signature of Applicant Print Name Date Signature of Inspector i^ Print Name Address Contact Na e: dave Contac (# (970) 309-3099 3'3 1370 OWL CREEK RD Contractor: HAPS PLUMBING & HEATING. INC Owner: K2 FAMILY PROPERTY DE Page. 10 InspCList.rpt Inspection Check List page: 2 X1412015 9:03:50AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for May 14, 2015 Permit No: 00152013.PRBK Type: 128 INSPECT ROUGH FRAMING Notes: Inspection Results: 1 - Accepted 2 - Accepted as Noted Reinspection Fee $ /v '� /l Comments: Date Signature of Dater' _ Signature of Address 1370 OWL CREEK RD Contractor: STRUCTURAL ASSOCIATES, INC 3 - J Time: 08 00 4 - Partial/Not Complete Owner: Name Name 10P, (i Conta t # (970) 948-6832 K2 FAMILY PROPERTY DE Page:2 InspCList.rpt 511412015 9:03:50AM Permit No: 0125.2015.PELE Type: 222 Notes: Inspection Check List PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for May 14, 2015 INSPECT ROUGH ELECTRICAL Time: 08:56 Inspection Results: 1 -Accepted 2 - Accepted as Noted Reinspection Fee $ Comm nts: 3 - Rejected 4 - Partial/Not Complete Page: 20 Date Signature of Applicant Print Name Date !C�Signature of Inspector Print Name Address Contact) e: Rigo Contact # (970) 618-9637 1370 OWLCREEKRD Contractor: R & A ENTERPRISES Owner: K2 FAMILY PROPERTY DE Page: 20 InsoCList.rpt •V15I2015 8:22:03AM Permit No: 0125.2015.PELE Type: 222 Notes: re -inspect barn Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Scheduled for May 15, 2015 INSPECT ROUGH ELECTRICAL 1 - Accepted 4__� 2 -Accepted as Noted Reinspection Fee $ Comments: 3 - Rejected Inspection Line:920-5532 Time: 08:04 4 - Partial/Not Complete Page: 11 Date Signature of Applicant Print Name Date - 5 Signature of Inspectorer_Print Name O d Address ContactAam# Rigo Conta It # (970) 618-9637 1370 OWL CREEK RD Contractor: R & A ENTERPRISES Owner: K2 FAMILY PROPERTY DE Page: 11 InspCList.rpt 5/15/2015 8:22:03AM Permit No: 0062.2013 PPLM Type: 321 Notes: roof drain at barn Inspection Results: 1 - Accepted 2 - Accepted Reinspection Fee $ Comments: Date Signature of Applicant Date _ ��5� Signature of Inspectoi Address Cor 1370 OWLCREEKRD Contractor: HAPS PLUMBING & HEATING, INC. Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Scheduled for May 15, 2015 Inspection Line:920-5532 INSPECT ROUGH PLUMBING - WASTE & VENT Time: 07.39 3s/floted 3 - Rejected 4 - Partial/Not Complete Page: 7 Name Name P q Cont ct # (970) 319-3099 Owner: K2 FAMILY PROPERTY DE Page:7 PCList.rpt 5/2015 8:22:03AM Permit No: 0015.2013.PRBK Inspection Check List PITKIN COUNTY nspection Schedule for rayg Scheduled for May 15, 2015 Type: 128 INSPECT ROUGH FRAMING Notes: reinspect framing at barn Inspection Results: ? 1 - Accepted 2 - Accep as Noted Re) d Reinspection Fee $ Comments: �� 0"I A /V Inspection Line:920-5532 4 - Partial/Not Time: 07 33 - NX�(Xe-'�'�'�vl C� Page: 3 Date Signature of Applicant Print Name 1 ✓1✓L Dates ���-/1 Signature of Inspector c� Print Name P Address Contac N e: Tom Cont4t # (970) 948-6832 I LIQ 1370 OWL CREEK RD Contractor: STRUCTURAL ASSOCIATES, INC Owner: K2 FAMILY PROPERTY DE Page: 3 InspCLlst.rpt 611512015 8:22:03AM Permit No: 0126.2015.PELE Type: 222 Notes: Inspection Results' 1 - Accepted Reinspection Fee $ Comments: Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Scheduled for May 15, 2015 INSPECT ROUGH ELECTRICAL Inspection Line:920-5532 Time: 1200 2 -Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Date Signature of Dates Signature of Address Y 3 1370 OWL CREEK RD Contractor: XSSENTIALS, LLC Page: 13 Name Name or Co act # (719) 293-5273 Owner: K2 FAMILY PROPERTY DE Page: 13 8:29:13AM Permit No: 0015.2013.PRBK Type: 523 Notes: barn Inspection Inspection Check List PITKIN COUNTY inspection schedule for rayg Scheduled for May 26, 2015 INSPECT INSULATION Inspection Line:920-5532 Time: 08:15 1 - Accepted —x 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Page: 2 Date Signature of Applicant Print Name L K DateS(�Signature of Inspector Print Name_Lq PU Address Conta t e: Tom Contact # (970) 948-6832 /CI 1370 OWL CREEK RD Contractor: STRUCTURAL ASSOCIATES, INC Owner: K2 FAMILY PROPERTY DE Page: 2 InspC1;ist.rpt 6177;2015 8:29:13AM Permit No: 0062.2013. PPLM Type: 321 Notes: barn? Inspection Results: 1 - Accepted Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Scheduled for May 26, 2015 Inspection Line:920-5532 INSPECT ROUGH PLUMBING - WASTE & VENT Time: 08:10 2 - Accepted as Noted ,� 3 - Rejected 4 - Partial/Not Complete Page:4 Date Signature of Applicant` tT �c z,— Print Name ZAWw-✓ Date — Signature of Inspector Print Name �Q Address Contact Dave Contac # (970)319-3099 ql{ 1370 OWL CREEK RD Contractor: HAPS PLUMBING & HEATING, INC. Owner: K2 FAMILY PROPERTY DE Page: 4 InspCList.rpt Inspection Check List Page: 25 '1/15/2016 8:12:OOAM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for susanpe Scheduled for January 15, 2016 Permit No: 0015.2013.PRBK Type: 502 PLANNING ENGINEER INSPECTION Notes: please call Time: 08:00 Inspection Results: 1 -Accepted 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: 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 structurea systems. Date_ ,Signature of Applicant Print Name Date) �_ /,Signature of Inspector Print Name SrJSadl SU Address ontact Name: tom Contact # (970) 948-6832 11(p 1370 OWL CREEK RD Contractor: STRUCTURAL ASSOCIATES, INC Owner: K2 FAMILY PROPERTY DE Page: 25 Ir CList.rot 1/1 '016 8:12:OOAM Permit No: 0015.2013.PRBK Inspection Check List Page: PITKIN COUNTY Inspection Line:920-5532 lam`/ Inspection Schedule for joannas Scheduled for January 15, 2016 Type: 501 ZONING INSPECTION Notes: please call Inspection RE 1 - Accepted Reinspection Comments: 2 - Accepted as Noted I've 30 3�. II=rI:AHI: 3 - Rejected 4 - Partial/Not Complete 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 subse ent buyer or oc upant. Pursuant to state law the owner is responsible for inspectio and maintenance of the structure d s tems. jjj ���,,, ' Date t ignature of Applicant_ Print Name Q Date Signature of Inspecto Print Name (Djc R/3ti. Address Contact Name: tom Contact # (970) 948-6832 13 1370 OWL CREEK RD ! �UCl.y1� . �.11�U5 Contractor: STRUCTURAL ASSOCIATES, INC Owner: A2 FAMILY PROPERTY DE Pape: 1 PLANS Owl Creek Road Property Line — Activity Envelope Landscaping / Grading And Utility Envelope 79� 7% Slope Up Hill 21 ABerm - P r And Utility Envelope 1 A ,1 / 7 Vehicle Access Maintained Grass Pathway Through Meadow 7 95 Q5 4" X x, 0 NW \ v N Property Line Activity Envelope 920 ---1,925 N Hay Field / Grazing Property Line 'M Vehicle Access Maintained Grass Pathway Through Meadow E Hay Field / Grazing It Property Lim n� D' 1, rfnD M A Y 2 FOR 04407 kAY PIANCE Permit Set Barn Site Plan R Schematic Design ❑ Design Development Construction Documents Date: 02/116112 Scale: 1" moo' Drawn By: NS Revised: 031201 12 06/04/12 11123d2 02119113 0=8113 03/05/13 03J27/13 AARV51-401 Sheet: L-1.3 Residence 1, Property Line Activity Envelope 920 ---1,925 N Hay Field / Grazing Property Line 'M Vehicle Access Maintained Grass Pathway Through Meadow E Hay Field / Grazing It Property Lim n� D' 1, rfnD M A Y 2 FOR 04407 kAY PIANCE Permit Set Barn Site Plan R Schematic Design ❑ Design Development Construction Documents Date: 02/116112 Scale: 1" moo' Drawn By: NS Revised: 031201 12 06/04/12 11123d2 02119113 0=8113 03/05/13 03J27/13 AARV51-401 Sheet: L-1.3 AFF ABOVE FINISHED FLOOR AGCOUS ACOUSTICAL ADD ADDENDA, ADDENDUM ADJ ADJACENT AGGR AGGREGATE ALT ALTERNATE ALUM ALUMINUM APPD APPROVED APPROX APPROXIMATE ARCH ARCHITECT (URAL) ASAP AS 50ON AS POSSIBLE 55R BASEBOARD RADIATION 5M BEAM BR& BEARING 5FF BELOW FIN15HED FLOOR BET BETWEEN BLK BLOCK 55MT BASEMENT BTU BRITISH THERMAL UNIT(S) ED BOARD 55 BOTH SIDES 50 BOTTOM OF BLD& 5UILDIN6 CAB CABINET CL, (� CENTER LINE CL& CEILING CER CERAMIC CLR CLEAR CLO CLOSET CLP CLOTHES PRYER CLW CLOTHES WASHER COL COLUMN CONC CONCRETE CJ CONSTRUCTION JOINT CONT CONTINUOUS COORD COORDINATE CTR COUNTER C/S COUNTER SINK CF CUBIC FEET DP DAMPROOFIN& DEPT DEPARTMENT DTL DETAIL DIA,(o DIAMETER DIM DIMEN51ON DA D15HAA5HER DN DOWN DR DRAIN DA6 DRAAIN& EA EACH EA EACH AA`r' LT L16HT SECT SECTION ELECT ELECTRICAL MFR MANUFACTURER SEA 5EAERR EG ELECTRICAL CONTRACTOR MATL MATERIAL 5HT SHEET EL ELEVATION MO MASONRY OPENING SVF SHEET VINYL FLOORING ENGR ENGINEER MTL METAL SHLV 5HELV (ES) (INC) EQ EQUAL MAX MAXIMUM SIM SIMILAR EX6 EX15TIN6 MECH MECHANICAL 5L SLIDING EJ EXPANSION JOINT MG MECHANICAL CONTRACTOR STC SOUND -TRANSMISSION CLASS EXP EXPOSED MED MEDIC (INE) (AL) SPEC, SPECIFICATION EXT EXTERIOR MIN MINIMUM 50 5OUARE F0 FACE OF M150 MISCELLANEOUS 5F SOUARE FEET FIN FINISH NOM NOMINAL 55 STAINLESS STEEL FP FIREPROOF NIG NOT IN CONTRACT STD STANDARD FPL FIREPLACE NA NOT APPLICABLE STL STEEL FIXT FIXTURE NT5 NOT TO SCALE 5TRUCT STRUCTURAL FLR FLOOR OG ON CENTER SUB SUBSTITUTE FD FLOOR DRAIN OPG OPENING SUPPL SUPPLEMENT FT FOOT, FEET OPP OPPOSITE 545 SURFACED FOUR SIDES FT& FOOTING ORN ORNAMENTAL 5U5P SU51PEND(ED) FDN FOUNDATION OPH OPPOSITE HAND TEL TELEPHONE FURN FURNISH OD OUTSIDE DIAMETER TV TELEVISION GAL GALLON PTN PARTITION TEMP TEMPERED 6A 6AU6E d PENNY (NAILS, ECT.) THK THICK &ALV 6ALVINIZED PERF PERFORATE(P) TLT TOILET GG &ENERAL CONTRACTOR PLA5T PLASTER T-$& TONGUE AND GROOVE 6L 6LA55, GLAZED PLA5 PLASTIC T$5 TOP AND BOTTOM &R GRADE PL PLATE TO TOP OF GYP GYPSUM PLEX PLEXI&LA55 T TREAD &1615 &YP5UM WALLBOARD PLM5 PLUMBING TYP TYPICAL HDA HARDWARE PLY PLYWOOD U& UNDER6ROUND HD HEAD PROJ PROJECT UN&L UNGLAZED HVAC HEATING, VENTING, AND PROP PROPERTY UNFIN UNFINISHED AIR CONDITIONIN& OT QUARRY TILE U.N.O. UNLESS NOTED OTHERWISE HORIZ HORIZONTAL QTY QUANTITY U.O.N. UNLE55 OTHERAI5E NOTED HP HORSE POWER R RADIUS UBC UNIFORM BUILDIN& CODE HAH HOT RATER HEATER RD ROOF DRAIN VIF VERIFY IN FIELD HT HE16HT RM ROOM VERT VERTICAL INCL INCLUDE (D) (IN6) R5 ROU&H 5AAN VCT VINYL COMPOSITION TILE INFO INFORMATION RGB RESILIENT COVE BASE V VOLT IN5P INSPECTOR, INSPECTION RA RETAINING HALL AH WATER HEATER ID INSIDE DIAMETER REF REFER AC WATER CLOSET INSUL INSULATION REFR REFRI6ERATOR AP AATERPROOF INT INTERIOR REINF REINFORCE ( D) AT WEIGHT JT JOINT REBAR REINFORCIN6 BAR (5) WWF WELDED AIRE FABRIC JCT JUNCTION RF51L RESILIENT ADA AINDOA KWH KILOWATT HOUR REOD REQUIRED A/ AITH LAB LABORATORY R R15ER A/0 WITHOUT LAM LAMINATE (D) RO ROU&H OPENIN& AD A00D LAV LAVATORY SAN SANITARY AK6 HORKIN6 -0- 98.2 SPOT ELEVATION TO. PLATE TOP OF PLATE EL = 110'-0' POROUS FILL TO. PLYWOOD TOP OF FLOOR ELEVATION EL = 100'-0" ROCK { NEW CONTOUR ` EXISTING CONTOUR METAL ROUGH - -- - CENTER LINE - - - - HIDDEN LINE e - SETBACK LINE f---=-' BREAK LINE 117 SOUTH SPRIN& ST, SUITE 202 PROPERTY LINE MATERIALPLAN & SECTION EARTH r--r� COMPACTED FILL y y,° ti` �� CONCRETE BLOCK 2. POROUS FILL -17 UNDISTURBED FILL =II fl�1iI��i�1 ROCK CONCRETE GLASS BLOCK ` CAST GROUT, LIGHTWEIGHT CONCRETE 3 ` DETAIL NUMBER A9.1 SHEET NUMBER e BUILDING SECTION A4.1 - SHEET NUMBER 2 , _ WALL SECTION SHEET NUMBER KITCHEN~ ~- ROOM NAME ROOM NUMBER 1� WINDOW NUMBER DOOR NUMBER A 2jj, ` INTERIOR ELEVATION D A5.1 5 SHEET NUMBER G MASONRY ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE y y,° ti` �� CONCRETE BLOCK 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW -17 BRICK WOOD STONE - - GLASS BLOCK TELE: (q70) 125-5510 BUILDING TRADES SHALL BE AS REQUIRED FOR COMPLETE, PROPERLY INSTALLED AND METAL ROUGH FAX: (q70) q27-5184 STEEL I. IT IS THE INTENT OF THESE CONSTRUCTION DOCUMENTS TO COMPLY WITH ALL OF THE REG2UIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE, 200q EDITION, FOR RESIDENTIAL CONSTRUCTION. 2. ASPEN AND PI TK 1 N COUNTY ARE IN CLIMATE ZONE 7. 5. THE REQUIRED THERMAL VALUES OF THE VARIOUS INSULATING COMPONENTS OF THE THERMAL ENVELOPE SHALL BE AS FOLLOWS: A FENESTRATION U -FACTOR: 0.35* *INCLUDES 6LAZED AND OPAQUE DOORS 5 5KYLI&HT U -FACTOR: 0.60 C SOLAR HEAT &AIN COEFFICIENT: NO REQUIREMENT D GE I L I N&/ROOF R -VALUE: 4q E ROOD FRAME WALL R -VALUE; 21 F MA55 HALL R -VALUE: Iq/21* *5E:COND VALUE IF MORE THAN HALF THE INSULATION IS ON INTERIOR & FLOOR R -VALUE: 38* *OR SUFFICIENT INSULATION TO FILL FRAMIN& CAVITY (R-IgMIN.) H BASEMENT HALL R -VALUE: 15/1q# *R --I5 FOR CONTINUOUS INSULATED 5HEATHIN& ON INTERIOR OR EXTERIOR OF THE HOME, OR R-iq CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT AALL I SLAB R -VALUE AND DEPTH OF INSUL.: 10/4 FT.* *R-•15 FOR HEATED SLABS/4FT. HORIZONTAL + VERTICAL J CR.AAL5PACE AALL R -VALUE: 10/13' *R--10 CONTINUOUS INSUL. SHEATHING ON INTERIOR OR EXTERIOR OF THE HOME OR R-13\ CAVITY INSUL. ON THE INTERIOR OF THE AALL K DUCTWORK OUTSIDE THE THERMAL ENVELOPE: 1. IN ATTIC SPACES: R-8 II. ALL OTHER DUCTS: R-6 EXTERIOR ELEVATION A3.1 , SHEET NUMBER 0zL REVISIONS F51 KEYNOTE MATCH LINE PROJECT NORTH TRUE NORTH INSULATION ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE 1'� ;t' >' > BATT 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW -17 RIGID WOOD AND COMPONENTS IN COMPLIANCE WITH MANUFACTURERS' REOUIREMENT5 AND - - FINISH TELE: (q70) 125-5510 BUILDING TRADES SHALL BE AS REQUIRED FOR COMPLETE, PROPERLY INSTALLED AND TELE: (0170) q45-0147 ROUGH FAX: (q70) q27-5184 QUALITY LEVELS OF COMMONLY ACCEPTED CONSTRUCTION PRACTICE AND INDUSTRY LANP5CAPE ARCHITECT BLOCKING 7/7-77,77-GLU-LAM THE CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 AND 51TE CONDITIONS BEFORE STARTING -yam 2= PLYWOOD GENERAL NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE CONTRACTOR WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW 610 E. HYMAN AVE. CONSTRUCTION ON THE SITE. THE CONTRACTOR SHALL PROVIDE COMPLETE BUILDING SYSTEMS 4185 COUNTY ROAD 154 AND COMPONENTS IN COMPLIANCE WITH MANUFACTURERS' REOUIREMENT5 AND BASALT, COLORADO 81621 RECOMMENDATIONS. ALL 5EG2UE'.NCIN&, INTERFACE AND COORDINATION WITH OTHER TELE: (q70) 125-5510 BUILDING TRADES SHALL BE AS REQUIRED FOR COMPLETE, PROPERLY INSTALLED AND TELE: (0170) q45-0147 OPERATING SYSTEMS AND/OR 5UILDIN6 COMPONENTS, AND SHALL MEET OR EXCEED FAX: (q70) q27-5184 QUALITY LEVELS OF COMMONLY ACCEPTED CONSTRUCTION PRACTICE AND INDUSTRY LANP5CAPE ARCHITECT STANDARDS. CONTACT ARCHITECT WITH ANY OUESTION5 PRIOR TO 5TARTIN6 WORK.. 5. THE CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 AND 51TE CONDITIONS BEFORE STARTING AEC WORK.. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE 117 SOUTH SPRIN& ST, SUITE 202 CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR 5020 COUNTY ROAD 154 INSTRUCTION ON HOW TO PROCEED. 4. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWIN65 AND SPECIFICATIONS, THE TELE: (q70) q25 -8g63 SPECIFICATIONS SHALL TAKE PRECEDENCE. UNLESS A WRITTEN DE0I51ON FROM THE TELE: (q70) q45 -7g88 ARCHITECT HAS BEEN OBTAINED WHICH DE5CRIBE5 A CLARIFICATION OR ALTERNATE FAX: (q70) 748-8521 METHOD AND/OR MATERIALS. 5. THE CONTRACTOR SHALL CONFINE HIS/HER OPERATIONS ON THE SITE TO AREAS LEEK CONSULTANT PERMITTED BY THE OWNER. 6. THE JOB 51TE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS 6285 WEST 4gTH AVENUE AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED AITH ANY MATERIALS OR PO BOX '1627 EQUIPMENT. EACH 5UB-CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF &LENAOOD 5PRIN&5, CO. 81601 H15/HER WORK SHALL REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF H15/HER TELE: (503) 424-1622 OPERATION. 7. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED FAX- (q70) 0145-50148 TO PREVENT DAMAGE AND DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE LIGHTING DESIGNER CAUSE FOR REJECTION OF AORK. 8. THE CONTRACTOR SHALL DO ALL CUTTIN6, FITTING, OR PATCHING OF H15/HER AORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT PO BOX 8g2q ENDANGER ANY OTHER AORK BY CUTTING, EXGAVATIN6, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY OTHER PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES GUT OR DAMAGED IN EXECUTION OF AORK SHALL BE DONE WITH APPLICABLE TELE: (q70) q63 -56g2 MATERIALS 50 THAT SURFACES REPLACED A1LL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. g. NO PORTION OF THE AORK REQUIRING A SHOP DRAAIN6 or SAMPLE 5U5M15510N SHALL COMMENCE UNTIL THE SUBMISSION HAS BEEN REVIEAED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE AITH REVIEAED SHOP DRAAIN&S AND SAMPLES. SHOP DRAWIN&5 AND PRODUCT SUBMITTALS ARE REQUIRED FOR ALL SHOP FABRICATED WORK AS HELL AS SPECIFIED PRODUCTS. THI5 WORK INCLUDES, BUT NOT BE LIMITED TO, STRUCTURAL and DECORATIVE STEEL, HINDOA5 rand DOORS, BUILT-IN CABINETRY, HARDWARE, PLUMBING and ELECTRICAL FIXTURES, APPLIANCES AND EXTERIOR 4 INTERIOR FIN15H MATERIALS. 10. DIMENSIONS: A. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE OF DRAWINGS. B. ALL DIMENSIONS ARE TO FACE OF STUD or FACE OF CONCRETE U.N.O. G. ALL EXTERIOR STUDS TO BE 2x6 U.N.O. ALL INTERIOR STUDS TO BE 2x4 U.N.O. 11. CONTRACTOR TO PROVIDE ALL NECESSARY 5LOCKIN6, 5ACKING, AND FRAMING FOR L16HT FIXTURES, ELECTRICAL UNITS, A.G. EQUIPMENT, RECESSED ITEMS, AND ALL OTHER ITEMS AS REQUIRED. 12. AHERE LAR6ER 5TUD5 OR FURRIN6 ARE REQUIRED TO COVER PIPIN& AND CONDUITS, THE LAR&ER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH AHERE THE FURRING OCCURS. 13. PROVIDE ALL ACCE55 PANELS AS REQUIRED BY GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS, ATTICS, ECT. VERIFY TYPE REQUIRED AITH ARCHITECT PRIOR TO INSTALLATION. 14. ALL INTERIOR STUD AALL5 $ CEILIN65 5ETWEEN LIVIN& 5PACE5 5HALL HAVE 3 1/2 " SOUND ATTENUATION BATT5 UNLE55 THERMAL INSULATION 15 GALLED FOR. 15. PROVIDE FIRE SPRINKLER PROTECTION THROU&ROUT THE BUILDING. THE CONTRACTOR (WHEN SHALL BE RE5PON51BLE FOR PREPARIN6 THE DRAAIN65 AND OBTAINING THE PERMITS APPLICABLE) FOR THE FIRE SPRINKLER SYSTEM. THE FIRE SPRINKLER SYSTEMS SHALL MEET THE REOUIREMENT5 OF ALL APPLICABLE CODES AND ORDINANCES. 4. THERE SHALL BE NO &AP5 OR BREAKS IN THE THERMAL ENVELOPE (ROOF/CEILING, HALLS, BASEMENT/CRANI-SPACE) A SILL PLATE5 AND RIM J015T5 SHALL BE INSULATED AND SEALED AITH A MATERIAL THAT 15 COMPATIBLE AITH 5URROUNDIN6 MATERIALS. 5 WINDOW AND DOOR FRAMES SHALL BE SEALED AROUND THE ENTIRE PERIMETER OF THE ROUGH OPENIN& AITH A FLEXIBLE SEALANT THAT COMPATIBLE WITH 5URROUNDIN& MATERIALS. DOORS SHALL BE WEATHER STRIPPED AROUND THE ENTIRE PERIMETER. C ACCESS HATCHES AND DOORS FROM CONDITIONED TO UNCONDITIONED SPACES SHALL BE HEATHER STRIPPED AND INSULATED TO THE SAME LEVEL A5 5URROUNDIN6 SURFACES. D ALL PENETRATIONS OF THE THERMAL ENVELOPE FOR MECHANICAL DUCTS, FLUES, PIPES, ETC., SHALL BE SEALED AITH A FLEXIBLE, HEAT RESISTANT SEALANT MATERIAL THAT 15 COMPATIBLE WITH THE 5URROUNDIN& MATERIALS. E RECE55ED LIGHT FIXTURES IN CEILIN65 OR WALLS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL HAVE I -C RATED HOUSINGS AND BE SEALED WITH A &A5KET OR SEALANT 5ETAEEN THE HOUSING AND THE INTERIOR CEILIN& OR AALL COVERING. 5. CRAWL SPACES SHALL BE MECHANICALLY VENTILATED. 6. THE COMPLETED BUILDIN6/THERMAL ENVELOPE SHALL BE TESTED FOR AIR TI&HTNE55 AITH THE STANDARD BLOAER DOOR TEST. 7. A PERMANENT CERTIFICATE SHALL BE P05TED ON OR IN51DE THE ELECTRICAL DISTRIBUTION PANEL, SO AS NOT TO OBSTRUCT THE V15151LITY OF THE CIRCUIT DIRECTORY LABEL. THE CERTIFICATE SHALL LIST THE PREDOMINANT R -VALUES FOR INSULATION IN THE THERMAL ENVELOPE AND DUCTS OUTSIDE OF CONDITIONED 5PACE5; U -VALUES FOR FENESTRATION; TYPES AND EFFICIENCIES OF HEATIN6, COOLING AND SERVICE HATER HEATIN6 EQUIPMENT. CODE ANALYSIS ADPL I GABLE GODE5: 2008 IBC AND ANY REQUIREMENTS BY THE PITKIN COUNTY BUILDIN& DEPARTMENT ZONING INFORMATION: BUILDING TYPE AND OGCUPANGY: ZONING ARID TYPE V -B / &ROUP R5 OCCUPANCY HE16HT LIMIT: 20'FUAY�RINKLERED_ FRONT YARD SETBACK 50' 51DE YARD SETBACK 10' ALLOAABLE FLOOR AREA 1,165 SF FLOOR AREA RATIO: SEE SHEET AO.2 ARCHITECT STRUCTURAL ENGINEER CONTRACTOR CHARLES CUNNIFFE ARCH. KL&A, INC. STRUCTURAL A550CIATES 610 E. HYMAN AVE. 12q EMMA ROAD, UNIT A 4185 COUNTY ROAD 154 ASPEN, COLORADO 81611 BASALT, COLORADO 81621 &LENAOOD SPRINGS, CO 81601 TELE: (q70) 125-5510 TELE: (0170) 127-5174 TELE: (0170) q45-0147 FAX: (q'70) q20-4557 FAX: (q70) q27-5184 FAX: (q70) q45-0482 LANP5CAPE ARCHITECT MEGHANIGAL ENGINEER GEOTECHNICAL ENG. &REG MOZIAN i$ ASS. INC. AEC HEPAORTH-PAALAK 117 SOUTH SPRIN& ST, SUITE 202 40801 US HAY 6a 24, SUITE 214 5020 COUNTY ROAD 154 ASPEN, COLORADO. 81611 EA&LE-VAIL, CO. 81620 GLENAOOD SPRIN&S, CO. 81601 TELE: (q70) q25 -8g63 TELE: (q70) 748-8520 TELE: (q70) q45 -7g88 FAX: (q-10) q25-1217 FAX: (q70) 748-8521 FAX: M70) q45-5454 GEOTHERMAL CONS. CIVIL ENGINEER LEEK CONSULTANT MAJOR GEOTHERMAL 5CHMUE5ER &ORDON MEYER ACTIVE ENERGIES 6285 WEST 4gTH AVENUE 118 AE5T SIXTH ST SUITE 200 PO BOX '1627 AHEAT RIR&E, CO. 80035 &LENAOOD 5PRIN&5, CO. 81601 AVON, COLORADO. 81620-7627 TELE: (503) 424-1622 TELE: (0170) q45-1004 TELE: (0170) 306-4233 FAX: (303) 425-6785 FAX- (q70) 0145-50148 LIGHTING DESIGNER ROBERT 5IN&ER $ ASS. INC. PO BOX 8g2q ASPEN, CO. 81612 TELE: (q70) q63 -56g2 FAX: (0170) q65-5654 SHEET INDEX COVER SHEET AO.IB GENERAL INFORMATION ARCHITECTURAL: CD AO.25 FAR CALCULATION L I.3 BARN 51TE PLAN A2.15 FIRST FLOOR PLAN A2.28 ROOF PLAN A3J13 EXTERIOR ELEVATIONS A3.25 EXTERIOR ELEVATIONS Ag.IB A55EM5LIE5 AIO.15 SCHEDULES STRUCTURAL: 52.05 BARN FOUNDATION PLAN 52.15 BARN FIRST FLOOR PLAN 52.28 BARN ROOF FRAMING PLAN MEGHANIGAL: E2.05 BARN ELECTRICAL PLAN P2.05 BARN PLUMBIN& PLAN M1.05 BARN MECHANICAL PLAN i NO k13RK IS PERMITTED OUTSIDE THE APPROVED SU,LOING ENVELOPE lot to any ey 'cavaborl 11',ontset Pitkin CountY planning k em w.r d 71 or zro. ,� I Ea� ol IF NC, is VICINITY MAP AMY 6 MONT11PL,16 SITE www.cunniffe.com m U") o o rn c"? CD N LL 11-20-12 m Uj U_ CCD c00 LO m L6 06 CN � m m Fn v � II AY 'At 4(' im- n Z) 3-14-12 PERMIT SET w LL 11-20-12 LO rn «�-•J C-0 t- o CN 00 C) ca c cz z a Fn v � II AY 'At 4(' im- n Z) 3-14-12 PERMIT SET w REVISIONS 11-20-12 >- «�-•J us Q D CN z `Z 0 C.3 r z 0 CL o 00 m r, Fn v � II AY 'At 4(' im- Pitkin County .. DRAWING: INFORMATION ISSUE: DATE: 0 ; 3-14-12 PERMIT SET S REVISIONS 11-20-12 >- 100 CN 0 C.3 z CL Pitkin County .. DRAWING: INFORMATION ISSUE: DATE: DD PRICING SET 3-14-12 PERMIT SET 3-28-13 REVISIONS 11-20-12 JOB NO. 1133 SHEET NO. 00 15 2 0 1,3 00<31 1D MM 2 FOR CODE COMPUANCE ki" Oki =1 IF ❑ Schematic Design ❑ Design Development Construction Documents 0$/2n/ 3 AREA RAT 10 At ACTUAL FLOOR AREA RATIO: BARN TOTAL FLOOR AREA 1,157 S.F. OVERHANGS BEYOND e)' -O" 0 S.F. SUBTOTAL 1,157 S.F. ALLOWABLE FLOOR AREA RATIO: MAXIMUM 50/ FT. ALLOWABLE: TOTAL ALLOWANCE: 10.31 ACRES 1,160 S.F. CALCULATED FLOOR AREA --------- - - - ------- ----- --- - ----- www.cunniffe.com Lo cj O M CN 00 07 C -i CD r,� - a) Lij u- u - C) co m C*? u')CN co rCN y m rl— C=> (=> <437 w w w LL L0 LL cy') Q0 z v- co 00 o z 0 0 C-) Lli --loj 2f 0 NO MAY FOR COZ, DRAWING:A BARN P.A.R. CALCULATION ISSUE: DATE: DD PRICING SET 3-14-12 PERMIT SET 3-28-13 REVISIONS 11-20-12 JOB NO, 1133 rims Am& , w CL c/) Q� < W Lu < 0 Z < _©< F-0 C-) 0 C:) 00 cr> m C.0 NO MAY FOR COZ, DRAWING:A BARN P.A.R. CALCULATION ISSUE: DATE: DD PRICING SET 3-14-12 PERMIT SET 3-28-13 REVISIONS 11-20-12 JOB NO, 1133 rims Am& , vvvvw. cu n n iffe. com L0Lo rl- Cy') Lo 00 04 cli r— C:) c> Lij w w LL 1.0 u— CY) z 00 00 o z 0 () Lj Al�- 0 c*:> CHARLES L. U FE -3034 A?% if M uj CL to w c/) z uj w CK >: Lu < z LL. Z < 0 r 0 U) iW00 Q - C:) r. M CVI) C® Al�- 0 c*:> CHARLES L. U FE -3034 A?% if M 0 C) z z 3-28-13 REVISIONS CK >: z CN 0 F- Q - DRAWING: FLOOR PLAN ISSUE:DATE: S_. - ---------- 4- DD PRICING ET 3-14-12 PERMIT SET 3-28-13 REVISIONS 11-20-12 JOB NO. 1133 5H-11 f-WRI ES, C! NN"I'l "WHI" U� a IN BARN HOUSE 1.2 I Metal Roofs: All metal roofs are required to be Class A assemblies. Refer to the manufacturers specifications to determine Class A assembly requirements. Most manufacturers require a specific underlayment. Call the building department for an underlayment inspection for all metal roofs. a v I [BARN" HOUSE NORTH I (D Pitkin County MMEME www. cunniffe.com M C14 co O O� C14 w U - LL C:) 0') M 00 LO rlc?- Lq (N ry (N CF) r— DRAWING: ROOF PLAN ISSUE: DATE: DD PRICING SET 3-14-12 PERMIT SET '3-'28--l-'3- REVISIONS JOB NO. 1133 SHEET NO. Mik 11-20-12 C) c7 C=) a�9 w LLj LLj U— 00 C:) U— LU < LO cr) z to CO z 00 0 0 0 D C) 2f LLF 0 DRAWING: ROOF PLAN ISSUE: DATE: DD PRICING SET 3-14-12 PERMIT SET '3-'28--l-'3- REVISIONS JOB NO. 1133 SHEET NO. Mik 11-20-12 w CL or_ Cl) C/) LLJ w 00 C:) Cr> CY) LU < 0 z 0 0 DRAWING: ROOF PLAN ISSUE: DATE: DD PRICING SET 3-14-12 PERMIT SET '3-'28--l-'3- REVISIONS JOB NO. 1133 SHEET NO. Mik 11-20-12 0 C/) Uj 00 C:) Cr> CY) Q0 DRAWING: ROOF PLAN ISSUE: DATE: DD PRICING SET 3-14-12 PERMIT SET '3-'28--l-'3- REVISIONS JOB NO. 1133 SHEET NO. Mik 11-20-12 Ai--% PARN T.O. RIDGE I -T Ai*"\ EARN T.O. SILL ELEV. =— 113'-q" BARN FIN. FL. SOUTH ELEVATION. '14 of 0 11-011 <EYNOTEVO "' " -- -­ ESTONE VENEER MATCH RESIDENCE F:2] TRE5PA METEON RAIN50REEN COLOR #NAOcI a PREFINISHED MTL. PANEL MATCH RESIDENCE aPOIIIII SPOUT AT EXTERIOR SIDE OF WALL, IN GAP AT STONE- OUTBOARD [ 51 GALVANIZED 5%. ANGLE TRU55 ECANTILEVERED MTL. CLAD 5%. CANOPY VV SINGLE -PLY ROOF FSTL, GALVANIZED DECORATIVE I LOUVER OVER WALL SYSTEM E( PRE-FINISHED MTL. WALL BASE are r, (I Ul Xedl foic J ,Aectricad, plixmbing or T ecylaamical work. PERMIT Wl' ILL IF NO CODE IN-sppzc , -rTON is PEjRF0R1V1PD W1 ANY 6 MONTI <HOUSE BARN > -SEE A5.4/4 rc "Z7 n, MAY 2.1 2 1.2 FOR CODE (' 'kM� IIINCE 177-7 -71 U f BARN T.O. RIDGE it t it It it it It it It i: M it 17 YBLARNT.O. ILL C3 K0 4/ T - - �-�T F AJ— IT11 J ----- ----- 7c - L Jr -71 1 L t 'T 00511, MW 7-1 ----------- ----- 'T 0 CODE I 0 r ISrF , _.t A - ?�Y7 it I ---- -- ----- --------------- -- J---t- L ------ ------------- - --- 49[-\ EARN �N F�. ELEV. PROPOSED (SfPAr;>E 305 1 i 3Q6 HOUSE AN'\ BARN EXISTING GRADE EAST ELEVATION 11411 - 11-01 1 flitkin County APR 0 2 2013 Community Development www.cunniffe.com rl_ in c:) L0 19t CI M 6 c'? 00 rn C'4 C5 W F— LL M C) chi LqLID r— C? Lr) 00 04 ry ) rl- CN a W W W U— LL cy') (0 60 z 00 0 z 0 C-) (-) LLj D 2f 0 -T- :1z0 0 U) LU oC) C=, M cy) L M &11hd!1%p DRAWING: ELEVATION5 ISSUE:DATE: DD PRICING SET 3-14-12 PERMIT SET 3-28-13 REVISIONS 11-20-12 JOB NO. 1133 SHEET NO. W a- of W W W < 0 Z 0 -T- :1z0 0 U) LU oC) C=, M cy) L M &11hd!1%p DRAWING: ELEVATION5 ISSUE:DATE: DD PRICING SET 3-14-12 PERMIT SET 3-28-13 REVISIONS 11-20-12 JOB NO. 1133 SHEET NO. BARN T.O. RIDGE BARN T.O. SILL BARN FIN. FL. L \, IF ff —E V.- ; 75-5 - --d 1�ARN T.O_&Vorz . . . . . . . . . . . . kqF ELEV. = BARNT.O. SILL - — - — - — - — - — - — - E7, -w BARN FIN. FL. I -Ir ELEV. = 100'-0" 1.2 rlkls6, y I o o 15" - 9, 0 1 -6 KE'i'NOTES STONE VENEER MATCH RE51PENCE ETRE5PA METEON RAIN5CREEN COLOR #NAOq PREFIN15HED MTL. PANEL MATCH RESIDENCE POINN SPOUT AT EXTERIOR SIDE OF WALL, IN GAP AT STONE- OUTBOARD F5-1 GALVANIZED STL. ANGLE TRU55 CANTILEVERED MTL. CLAP 5TL. CANOPY A/ SINGLE -PLY ROOF E] 5TL. GALVANIZED DECORATIVE LOUVER OVER WALL SYSTEM a PRE-FIN15HED MTL. WALL BASE EXISTING GRADE 1141# - 11-011 BARN HOUSE SEE A 5- 4- 5 Ul cate 2.1 .HOU5t _ -- SEE A3:4/5> WEST ELEVATION. 11411 - 14-011 'T WDL, '0, D E 11-48 -P C," "C', FORiVIE11-31*71" , i MOWS PE RA M M Ay 2 �--OR COV - tkin County APR 0 2 2013 Community Development www.cunniffe.com C5 M U) CN 00 rn (N CDr,-° waC 00 U- M LO fl - 0 u? ci U-) co " CN ry M rl_ CD C) I-- M 0) I-- w LLJ w U— LO LjL M z CD 0c) z 00 0 0 (-) Cf LLi Z) 2f 0 0 w Q 0� LLj w Z r F - (t) Uj o 00 cy) cy') co 'Alllit CHAR 'CHARLES PON DRAWING: ELEVATIONS ISSUE: DD PRICING SET PERMIT SET DATE: 3-14-12 3-28-13 REVISIONS 11-20-12 JOB NO. 1133 I I SHEET NO. A3.2 B 'HIAR(IN,11NiFf" AP� I EXTERIOR WALL WITH W-2 i RAIN SCREEN 51DIN6 5/5" GYP BOARD (MOLD RF-515TANT IN WET AREAS, CEMENT BOARD IN SHOWER vil FLUID APPLIED WATER PROOF INW VERTICAL RECLAIMED SIDIN6 CLO517V CELL SPRAY FOAM INSULATION (R-50 MIN) 2x6 FRAMED WALL, U.N.O. WALL 5HEATHIN6 - REFER TO 5TRUCT HOUSE WRAP GENERAL NOTES: 1) REFER TO ENERGY CODE COMPLIANCE DOCUMENTS FOR MINIMUM INSULATION R -VALUES AND CONSTRUCTION SPECIFICATIONS FOR INSULATION SPEC. AND R -VALUES R-2 METAL ROOF - CLASS A ASSEMBLY 1 EXTERIOR WALL WITH W-1 i I -::,*rnwr- \/r-wr-F=Q METAL ROOFING I HR. FIRE RATED BOARD HEAT RF-515TANT WATERPROOF MEMBRANE ROOF SHEATHING - REFER TO 5TRUCT ---- SPRAY FOAM INSULATION WITH INTUMESCENT IGNITION BARRIER WHEN NOT PROTECTED BY GYP BOARD CEILING (R -4q MIN) OURVED &LULAM - REFER T05TRUCT JOIST - REFER TO 5TRUCT GYP BOARD CEILING REFER TO FINISH 5CHED T46 WOOD CEILING OVER 5/51, 61615 - REFER TO FIN. SCHED. FOR LOCATIONS - ---------- 5/8" GYP BOARD (MOLD RE515TANT IN WET AREAS, CEMENT BOARD IN 5HONER vil FLUID APPLIED WATER PROOFING) 2x6 FRAMED WALL, U.N.O. CLOSED CELL SPRAY FOAM INSULATION (R-50 MIN) WALL SHEATHING - REFER TO 5TRUCT AIR BARRIER MEMBRANE 5/5" NOMINAL AIR SPACE YV DRAINAGE MAT FULL HEIGHT OF MA50NRY WALL I" &ROUT 5"-4" STONE VENEER PROVIDE WEEP ABOVE 6RAPE 0 2'-0" O.C. www.cunniffe.com acs d- 04 00 rn (N w CD co LqU") r— cl? U-) 00 ryc"I CN M r -- w __j J Uj w LL U- L0 z z co 00 00 0 0 (-) cs 0 LLi 2f 0 C H CHARLES L A R L F-1 SLAB ON &RADE FOREFERR SURFACE TO HARFIDSCAN15HPE PLAN Ate 4" CONCRETE SLAB, REFER TO 5TRUCT 0 6 MIL REINFORCED POLYETHYLENE VAPOR BARRIER T.O. SLAB 0 ,low 0 �77 T 7 —7 z -77F z 5UB SLAB INSULATION BLANKET (F-45 ONLY) z . ...... . . 4" &RAVEL ENGINEERED FILL CN 0 CL 11H M 1 P, AY X2 213fi DRAWING: FOR C(M-' C01WPIJANCE, ISSUE: DATE: DD PRICING S ET = 3-14-12 PERMIT SET 3-28-13 REVISIONS- 11-20-12 JOB NO, 1133 Pitkin (C', ounty APR 0 2 2003 Community Development W,* is ;Mkl w M c/) 0� :D Uj LLj 00 cs M cy) w z 0 C H CHARLES L A R L F-1 SLAB ON &RADE FOREFERR SURFACE TO HARFIDSCAN15HPE PLAN Ate 4" CONCRETE SLAB, REFER TO 5TRUCT 0 6 MIL REINFORCED POLYETHYLENE VAPOR BARRIER T.O. SLAB 0 ,low 0 �77 T 7 —7 z -77F z 5UB SLAB INSULATION BLANKET (F-45 ONLY) z . ...... . . 4" &RAVEL ENGINEERED FILL CN 0 CL 11H M 1 P, AY X2 213fi DRAWING: FOR C(M-' C01WPIJANCE, ISSUE: DATE: DD PRICING S ET = 3-14-12 PERMIT SET 3-28-13 REVISIONS- 11-20-12 JOB NO, 1133 Pitkin (C', ounty APR 0 2 2003 Community Development W,* is ;Mkl 0 00 cs M cy) co C H CHARLES L A R L F-1 SLAB ON &RADE FOREFERR SURFACE TO HARFIDSCAN15HPE PLAN Ate 4" CONCRETE SLAB, REFER TO 5TRUCT 0 6 MIL REINFORCED POLYETHYLENE VAPOR BARRIER T.O. SLAB 0 ,low 0 �77 T 7 —7 z -77F z 5UB SLAB INSULATION BLANKET (F-45 ONLY) z . ...... . . 4" &RAVEL ENGINEERED FILL CN 0 CL 11H M 1 P, AY X2 213fi DRAWING: FOR C(M-' C01WPIJANCE, ISSUE: DATE: DD PRICING S ET = 3-14-12 PERMIT SET 3-28-13 REVISIONS- 11-20-12 JOB NO, 1133 Pitkin (C', ounty APR 0 2 2003 Community Development W,* is ;Mkl 10'-2" EG 0 10'-2" 0 -J I I 3 C5 i DETAILS 1 Q00 NUMBER r a OPERATION MANF. INTERIOR EXTERIOR HEAD JAMB SILL MSC. U -VALUE REMARKS I f � 10`-2"X 1'-6" i EG 0 10'-2" 0 -J 10'-2" i i r WINDOW SCHEDULE I 3 C5 i DETAILS 1 Q00 NUMBER r a OPERATION MANF. INTERIOR EXTERIOR HEAD JAMB SILL MSC. U -VALUE REMARKS I f � 10`-2"X 1'-6" i rr ,, �. — F t� 0.35 i- - - _ C2 10'-2" i i r WINDOW SCHEDULE WINDOW 3 C5 i DETAILS 1 Q00 NUMBER SIZE (MH) a OPERATION MANF. INTERIOR EXTERIOR HEAD JAMB SILL MSC. U -VALUE REMARKS I f � 10`-2"X 1'-6" i rr ,, �. — tom— t� 0.35 ass _ C2 10'-2" X 1'4' FIX® a v C) a C) C) w n 0.35 r C3 \ FIXED w _j <<> o i 1 I .9 I � I — i o � IN 3'-2" D 'r 0 304 WINDOW SCHEDULE WINDOW 3 C5 i DETAILS 1 Q00 NUMBER SIZE (MH) a OPERATION MANF. INTERIOR 304 An LIDING BARN DOOR UP ACTING www.cunniffe.com WINDOW SCHEDULE WINDOW C5 FINISH DETAILS Q00 NUMBER SIZE (MH) to E A b H E iG N T A F F OPERATION MANF. INTERIOR EXTERIOR HEAD JAMB SILL MSC. U -VALUE REMARKS SHADE Cl 10`-2"X 1'-6" FIXED rr ,, �. — tom— t� 0.35 ass _ C2 10'-2" X 1'4' FIX® a v C) a C) C) w n 0.35 w C3 10'-2" x 1`-6" . FIXED w _j <<> o z Q0 0.35 _ C4 7'-0" X 7'-6" F- AWNING OVER FIXED woo cs 0'> M 0.35 THKE PANEL. SYSTEM C5 3`-2" X 2'-6" AMNG 0.35 TRANSON C6 2'-0" X 4'-011 CASEMENT 0.35 C7 10`-2" X V-6" FIXED 0.35 ' C8 41 X 111E 101 FIXED 0,35 C9 10`-2" X 1 `-6" FIXED 0.35 An LIDING BARN DOOR UP ACTING www.cunniffe.com rl- Lo o C5 CN Q00 w C�l 00m Lq c) ucs � co rlr r_ m rr ,, �. — tom— t� ass �. C.0 � co 0 o a v C) a C) C) w n w w w _j <<> o z Q0 _ F- o C) woo cs 0'> M C.0 www.cunniffe.com 33 { rv- ID ��^y, gg 1 I°" R fix( DRAWING: DOOR 4 AINDOW SCHEDULES ISSUE: DATE: DD PRICING SET j 3-14-12 PERMIT SET 3-28-13 REVISIONS ! 11-20-12 JOB NO. 1133 SHEET NO. \ rl- Lo o C5 CN Q00 w C�l 00m Lq c) ucs � co rlr r_ m rr ,, �. — tom— t� ass �. C.0 � co 0 o a v C) a C) C) w n w w w _j <<> o z Q0 _ F- o C) woo cs 0'> M C.0 33 { rv- ID ��^y, gg 1 I°" R fix( DRAWING: DOOR 4 AINDOW SCHEDULES ISSUE: DATE: DD PRICING SET j 3-14-12 PERMIT SET 3-28-13 REVISIONS ! 11-20-12 JOB NO. 1133 SHEET NO. \ CONC FDN WALL REINF Wf 15 1 1810C EW CENTERE CONC FTG, RE. PLAN & FTG SCHED FOR SIZE & REINF jk, FDN WALL DETAIL. .L, RE. PLAN RE., PLAN T/WALL ,01 VARIES T/SOG CONC FDN WALT REINF Wf 15 1 1810C EW CENTERE $-RE: PLAN CONC FTG, RE. PLAN TIFTG & FTG SCHED FOR SIZE & REINF SCALE 3/4" = 1'-0" 0136dtO76 PFA PLAN LNy� nnarnnrrr nnunrnnnrrnu VJ MASONRY MASONRY: I MASONRY WALL ABOVE W/ WINDOW MASONRY WALL ABOVE W1 DOOR -------------- L J MASONRY WALL BELOW nrrrr nnunrnrrnti -VVJVifL dL VVd•ViiiVViiVJ4 Rt CIP CONCRETE WALL ABOVE FRAME WALL ABOVE CIP CONC. WALL ABOVE W/ WINDOW _�.\ CIP CONC. WALL ABOVE W/ DOOR —�— CIP CONCRETE WALL BELOW L-------------- J COLUMN BELOW MASONRY MASONRY: I MASONRY WALL ABOVE W/ WINDOW MASONRY WALL ABOVE W1 DOOR -------------- L J MASONRY WALL BELOW nrrrr nnunrnrrnti -- V/LLL VVI. //!\VVilVi♦ Rt RR BEAM/GIRDER FRAME WALL ABOVE RL = LEFT REACTION (k) XXXX'-YY" RR = RIGHT REACTION (k) —�— COLUMN ABOVE r ! 1 COLUMN BELOW B1A = BASE PLATE TYPE � --------------� WOOD CONSTRUCTION. Fl LATERAL ELEMENT ABOVE ONLY FRAME WALL ABOVE FOOTING NOTATION XXXX'-YY" FRAME WALL ABOVE W/ WINDOW F1 = FTG TYPE, SEE FTG SCHEDULE XXXX "-YY" = T.O. FTG ELEV FRAME WALL ABOVE W/ DOOR B1A = BASE PLATE TYPE � --------------� FRAME WALL BELOW ra HEAVY TIMBER BEAM/GIRDER HOLD DOWN FOR WOOD SHEAR WALL - SEE HOLD DOWN SEE KEYED NOTES BEAM/GIRDER FOOTING/FOUNDATION STEP JOIST TRANSFER LOAD XXXK ® COLUMN ABOVE R-7 COLUMN BELOW j L_J MOMENT CONNECTIONS TO COLUMN if rtfn I arrnu rr sirs e./lr LderlL LLLRIL(!iV Fl LATERAL ELEMENT ABOVE ONLY DD FOOTING NOTATION XXXX'-YY" LATERAL ELEMENT ABOVE AND F1 = FTG TYPE, SEE FTG SCHEDULE XXXX "-YY" = T.O. FTG ELEV B1A B1A = BASE PLATE TYPE . SEE BASE PLATE SCHEDULE ra KEYED NOTE HOLD DOWN FOR WOOD SHEAR WALL - SEE HOLD DOWN SEE KEYED NOTES S S FOOTING/FOUNDATION STEP _ TRANSFER LOAD XXXK = SERVICE LOAD �"i1�►~ MOMENT CONNECTIONS TO BEAM ---, L- j MOMENT CONNECTIONS TO COLUMN DIRECTION OF DECK SPAN OR DIRECTION OF REINFORCING BEAM POCKET �- BEAM PENETRATION 0 4 SEE BEAM PENETRATION SCHEDULE BEAM WITH CONCRETE EMBED SEE TYPICAL DETAILS H1 HI = JOIST HANGER SEE JOIST HANGER SCHEDULE I arrnu rr sirs www.cunniffe.com T- In Cm UL W Z� � M Oq� 0 n .t/ a5MOO %4ft C4 h fiiT? r 11- 0) 0) A.q r W W '!i 161 000 0 w tdi " Z 4 x W e mm Q La 0Cj a `r M :" F Lu Lu Z> 175 Q � o Liz 0Q o AM La r u? a Q � 'U O C44 a; KL &A, Inc. Structural Engineers and Builders 429 Ett Rd. A4 easak. Colorado 81621 P: (970) 927 6174 F: (970) 927 6194 Gorden, 00 . Dvw. CG . LmeWA CO < ems, CG DRAWING: e./lr LderlL LLLRIL(!iV w ■ s ®w! ■ ■>�■ s s a LATERAL ELEMENT ABOVE ONLY DD LATERAL ELEMENT BELOW ONLY al rrs� o a s LATERAL ELEMENT ABOVE AND CONSTRUCTION SET BELOW PERMIT WOOD SHEAR WALL DESIGNATION `.`) 10' AND MINIMUM REQUIRED LENGTH - SEE SHEAR WALL SCHEDULE HOLD DOWN FOR WOOD SHEAR WALL - SEE HOLD DOWN HD SCHEDULE www.cunniffe.com T- In Cm UL W Z� � M Oq� 0 n .t/ a5MOO %4ft C4 h fiiT? r 11- 0) 0) A.q r W W '!i 161 000 0 w tdi " Z 4 x W e mm Q La 0Cj a `r M :" F Lu Lu Z> 175 Q � o Liz 0Q o AM La r u? a Q � 'U O C44 a; KL &A, Inc. Structural Engineers and Builders 429 Ett Rd. A4 easak. Colorado 81621 P: (970) 927 6174 F: (970) 927 6194 Gorden, 00 . Dvw. CG . LmeWA CO < ems, CG DRAWING: BARN FOUNDATION PLAN DD 06-0412 PERMIT SET 11.23-12 CONSTRUCTION SET 02-25.13 PERMIT 03-28-13 C j,ia a rf,t JOB NO. 80136 j Pitkin County are '...' t e )r <F , _.�_,. SNEETNO. Community Dev, lopment S2v0B RIE MUCAl t ENGINEERS SFAL ON THIS DRAWAJG INDICATES THAT DHE INFORMATION SHOWN AND DHE CAtCUUMNS PERTAIMNG TO THAT 1NFORMARON HAVE MW PREPARED BY 0"M PEOPLE UNDER THE DIRECRON OF THE EMM—OF—RECORD. THE SFAL DOES NOT IMPLY RESPONS/81UTY FOR THESE DRAWINGS ARE TO BE USED iN GONJUNC7�N M9Ri THE INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORAA M NOT SHOWN ON MESE CTU IN DRAWINGS ON THE PROJECT TO CLEARt.Y DEt E ALL RiLS DRAWING ANO SUCH RESPONSIBLRY IS VWf Uy DiS MNIM ON PHASED OF THE REQUIREMENTS FOR THE CONSTRUCRTO WHERE CONFLICTS PROJECTS, DMIMI 4 THAT ARE ISSUED BUT NOT SEALED SHALL W CONSIDERED OCCUR (X3NTACT A"MCT FOR FOR CtARit7CARON. TO BE PRE1111 MRY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. Copyright 2072 KL&A, Inc. �� PUN LEGEND nn•/nnr-Tr' n/f ifnT(1t/nTtn At VVlH V!?474 ' VVlHJl71VV 1 fY1H 77 CIP CONCRETE WALL ABOVE F'T'=, CIP CONC. WALL ABOVE W/ WINDOW CIP CONC. WALL ABOVE W/ DOOR --------------s CIP CONCRETE WALL BELOW AW MASONRY CONSTRUCTION i' MASONRY WALL ABOVE >� MASONRY WALL ABOVE W/ WINDOW MASONRY WALL ABOVE W/ DOOR IF -------------- --J MASONRY WALL BELOW t rl l nnunrnrinTii RL RR BEAM/GIRDER RL = LEFT REACTION (k) RR = RIGHT REACTION (k) 0 COLUMN ABOVE -1 COLUMN BELOW funnn nnAie mti^,rw -1 1.1 1lf F1 ! LIifO 61Ld.! IIYYY VYdlYldi.VY//v/. FRAME WALL ABOVE FOOTING NOTATION XXXX'-YY» FRAME WALL ABOVE W/ WINDOW F = FTG TYPE, SEE FTG SCHEDULE XXXX'-YY' FRAME WALL ABOVE W/ DOOR -------------- L -------------- J FRAME WALL BELOW . SEE BASE PLATE SCHEDULE HEAVY TIMBER BEAM/GIRDER KEYED NOTE - SEE SHEAR WALL SCHEDULE BEAM/GIRDER S S FOOTING/FOUNDATION STEP JOIST TRANSFER LOAD XXXK COLUMN ABOVE --il►— r—n L_J COLUMN BELOW -1 1.1 1lf F1 ! LIifO 61Ld.! # ■ ■ ■ ■ ®■ ■ ■ ■ ■ ■. ■ ■ o FOOTING NOTATION XXXX'-YY» LATERAL ELEMENT BELOW ONLY F = FTG TYPE, SEE FTG SCHEDULE XXXX'-YY' = T.O. FTG ELEV B1A BAA = BASE PLATE TYPE . SEE BASE PLATE SCHEDULE <9> KEYED NOTE - SEE SHEAR WALL SCHEDULE SEE KEYED NOTES S S FOOTING/FOUNDATION STEP XXXg TRANSFER LOAD XXXK s SERVICE LOAD --il►— Lb w MOMENT CONNECTIONS TO BEAM --� �- MOMENT CONNECTIONS TO COLUMN DIRECTION OF DECK SPAN OR DIRECTION OF REINFORCING Li BEAM POCKET �--� BEAM PENETRATION O SEE BEAM PENETRATION SCHEDULE r.% w Q BEAM WITH CONCRETE EMBED R SEE TYPICAL DETAILS Ht HI = JOIST HANGER 4C o m SEE JOIST HANGER SCHEDULE akinoun APR 0 2 2913 www.cunniffe.com Ln14/inL 4L4»iL1HfJ # ■ ■ ■ ■ ®■ ■ ■ ■ ■ ■. ■ ■ o LATERAL ELEMENT ABOVE ONLY U')cN ■ fd LATERAL ELEMENT BELOW ONLY ■ awe ®� LATERAL ELEMENT ABOVE AND h BELOW WOOD SHEAR WALL DESIGNATION 10' AND MINIMUM REQUIRED LENGTH A - SEE SHEAR WALL SCHEDULE AHDHOLD DOWN FOR WOOD SHEAR WALL - SEE HOLD DOWN SCHEDULE akinoun APR 0 2 2913 www.cunniffe.com U')cN ■ fd h V A W M � h o � � w Lb w _, o w C9 r.% w Q 4C o m tv o e- Go V p h M Z mJ x � L 0 Q 0 � a M Uj W > r va Q� ua Z> ru d o Liz_ 0 a a Z N z Alko ru KL &'A, Inc. Structural Engineers and Builders 129 Emma Rd. n.-, Sasalt. COiwad0 81021 P: (970)927 5174 F: (970) 927 5,94 GoWMCO . D. ,00 - LvmWd,C0 . SamtGo DRAWING: BARN FIRST FLOOR PLAN DD 06.04.12 PERMIT SET 11-23.12 CONSTRUCTION SET 02.25.13 PERMIT 03.28.13 S l THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFOW71ON SWWN AND THE CALCULATIONS Mff WNG TO THAT INFORMATION MIC BEEN PREPARED W QUNJFIED PEOPLE UNDER THE DIRECTION OF THE EIMEER--OF RECORD 7HE SFA DOES NOT NPLY RESPON.9811M FOR (HESE tk7AWiNGS ARE Tt} BE USED /N CON4OUNCTiON WITH THE INFORdlA7INU PREPARED BY OTHERS NOR FOR ANY INMRA(VIONDISCL NOT SHOWN AS ARCHITECTURAL DP.4MNiGS ON THE PROJECT TO CLEARLY DEFINE ALL THIS DRAWING AND SUCH RESPONSWIM 6 SPECIFIC D15CLUMED (NV PHASED OF THE RE�t(ItREItENTS FOR THE CONStFtUCT10N WHERE CONFLICTS PROJECTS, DRAWINGS 7NAT ARE ISSUED BUT NOT SEALED SHALL BE CONSODERED OF THE CONTACT ARCHITECT FOR CLARIFICATION TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. Copyright C 2012 KL&.A, Inc. GRID 54.5 j , l � 1 \ I 1 t � \ i i Cr a ! ! ARCHITECTURALLY EXPOSED I CHANNEL, SEE PLAN, ! REARCH FOR FINISHES ! SCALE 1" = V-0" Cil RE: PLAN T/STL 0136dt077 N E CONT 2x6 ATTACHED W/ V2 "0 THREADED STUDS 01610C I 1 I HSS BEAM W/ 2x NAILER —� ATTACHED W/ PAF ® 610C 2x6 LEDGER, ATTACHED W/ (2) TLOK04 M EA STUD FRAMING DETAIL SCALE 1" = 1'-0" 1.1 RE: PLAN T/STL 0136dt081 SIMPSON UPSIDE DOWN HANGER, RE: PLAN & HANGER SCHED CURVED GLB, RE: PLAN FULL HEIGHT BLOCKING BTWN JOISTS VARIES_ T% SHEATHING _I \--S 4Std 6, W&7DETAILS G DETAIL SCALE 1" = 1'-0" 0136055 2 2 SUNSHADE INFILL, Sf 5 CONN TYP C10x15.3 Lilt' -9' RE: ARCH 12 1 12 54.6 12 54.6 54.4 54.7 (3) t 4 TAPERED LVL s, E SECTION U (3) 13/4 TAPERED LVL's, RE: SECTION (3) 13/ TAPERED LVL's, RE: SECTION 34 (3) 15/4 TAPERED LVL's, RE: SECTION 3 1314xt1%& LVL 3� 13jx11 �8 LVL 3 13/4x11 /8 LVL - ( i h 1 ' I { { i t c� { V { t9 a { In ri N W { x i i {i 1 i t 1 t (3) 1314 TAPERED LVL', RE: SECTION 54.6 54.7 2.2 (3) 13/4x1 t %8 LVL --. — ____ h e+vvv vwevrnvv aura CIP CONCRETE WALL ABOVE `V CIP CONC. WALL ABOVE W/ WINDOW �E CIP CONC, WALL ABOVE W/ DOOR r--------------iCIP L-------------- J CONCRETE WALL BELOW 10 54.6 (fr— L -------------- � I 14 14 �}} O V3/�x16 LVL so 13/x16 LVL -* to i SEE KEYED NOTES 2 i 12 JOIST 1314x16 LVL _ --- - 110— FCOLUMN 3 1+. ���� ♦r �S mow— _ _ _ _ -...--- �o � __ _ � — 13/4x16 LVL (3) t 314 X1118 LVL BEAM POCKET �--� rir-lin i SEE BEAM PENETRATION SCHEDULE BEAM WITH CONCRETE EMBED SEE TYPICAL DETAILS H1 H1 = JOIST HANGER r,� N SEE JOIST HANGER SCHEDULE I U � I � (3) 1314 TAPERED LVL', RE: SECTION 54.6 54.7 2.2 (3) 13/4x1 t %8 LVL --. — ____ h e+vvv vwevrnvv aura CIP CONCRETE WALL ABOVE 7...,_� = CIP CONC. WALL ABOVE W/ WINDOW XXXX'-YY" CIP CONC, WALL ABOVE W/ DOOR r--------------iCIP L-------------- J CONCRETE WALL BELOW 10 54.6 (fr— L -------------- � FRAME WALL BELOW 14 14 �}} O V3/�x16 LVL so 13/x16 LVL -* to i SEE KEYED NOTES BEAM/GIRDER FOOTING/FOUNDATION STEP JOIST = SERVICE LOAD 110— FCOLUMN ABOVE MOMENT CONNECTIONS TO COLUMN r—n BELOW i F-1COLUMN (3) t 314 X1118 LVL BEAM POCKET 1% TAPERED LVL's, RE: SECTION 111'-6" C10x15.3 [t11'-97 T/SHEATHING3 LVL TO HSS 51.5 CONN, TYP r---------------- —----------------------- ----------� i , , , pit , 54.6 ii t � 1 _ — 1314x16 LVL — S! l ® 4 ii co i t 13/4x16 LVL v� tc to I i is , t i 4 I i GARAGE ROOF, RE: S2.14 i f , , i (3) 1314x11 148 LVL r ' -- - ---- - i 1% TAPERED LVL s, RE: SECTION w i 1 BARN ROOF FRAMING PLAN 1 SCALE 1/4" = V-0" 0136 PIan28 BARD ROOF PLAN NOTES: 1. BARREL ROOF FRAMING IS 2 LAYERS OF 3/8" SHEATHING ON WOOD I -JOISTS, PROVIDE FULL -HEIGHT 2x BLOCKING TIGHT BTWN ALL JOISTS 04'-O "OC MAX. 2, SEE S2.2 FOR OVERAL SECOND LEVEL & LOWER ROOF LAYOUT PLAN & PLAN LEGEND. J. TYPICAL BUILT-UP STUD COL, WITHIN STUD WALL IS 3 -PART 2x6 DFL No. 2 GLUED & NAILED PER TYP. DETAILS, U.N.O. 4, SEE S1.0 & S1.1 FOR GENERAL NOTES & LOAD KEYS 5. SEE S1.2 -S1.5 FOR TYPICAL DETAILS WALL �f _,C � tz 12 54.7 54.6 MASONRY CONSTRUCTION MASONRY WALL ABOVE 7T771 MASONRY WALL ABOVE W/ WINDOW MASONRY WALL ABOVE W/ DOOR r______________ MASONRY WALL BELOW L-------------- J nrrrr nnunrnrrr+rtna; vra.r..r. vvr.vrrsvvrrvre RL RR BEAM/GIRDER RL = LEFT REACTION (k) RR = RIGHT REACTION (k) - - COLUMN ABOVE L ! 1 COLUMN BELOW utnnn nAatf"�TnitnTtna GUNGKt it GUIYJIIYUGIIUN e+vvv vwevrnvv aura CIP CONCRETE WALL ABOVE 7...,_� = CIP CONC. WALL ABOVE W/ WINDOW XXXX'-YY" CIP CONC, WALL ABOVE W/ DOOR r--------------iCIP L-------------- J CONCRETE WALL BELOW MASONRY CONSTRUCTION MASONRY WALL ABOVE 7T771 MASONRY WALL ABOVE W/ WINDOW MASONRY WALL ABOVE W/ DOOR r______________ MASONRY WALL BELOW L-------------- J nrrrr nnunrnrrr+rtna; vra.r..r. vvr.vrrsvvrrvre RL RR BEAM/GIRDER RL = LEFT REACTION (k) RR = RIGHT REACTION (k) - - COLUMN ABOVE L ! 1 COLUMN BELOW utnnn nAatf"�TnitnTtna t ,rrn,e rt rr,ratre+ LJ1ri (lL J..J e+vvv vwevrnvv aura LATERAL ELEMENT ABOVE ONLY w FRAME WALL ABOVE XXXX'-YY" LATERAL ELEMENT ABOVE AND FRAME WALL ABOVE W/ .WINDOW XXXX'-YY" = T.O. FTG ELEV FRAME WALL ABOVE W/ DOOR L -------------- � FRAME WALL BELOW SEE BASE PLATE SCHEDULE is HEAVY TIMBER BEAM/GIRDER i SEE KEYED NOTES BEAM/GIRDER FOOTING/FOUNDATION STEP JOIST = SERVICE LOAD 110— FCOLUMN ABOVE MOMENT CONNECTIONS TO COLUMN r—n BELOW i F-1COLUMN BEAM POCKET �--� rir-lin t ,rrn,e rt rr,ratre+ LJ1ri (lL J..J ��®a��w��t8■■rr�i LATERAL ELEMENT ABOVE ONLY w FOOTING NOTATION XXXX'-YY" LATERAL ELEMENT ABOVE AND F1 = FTG TYPE, SEE FTG SCHEDULE XXXX'-YY" = T.O. FTG ELEV FB 1A B1A = BASE PLATE TYPE AND MINIMUM REQUIRED LENGTH SEE BASE PLATE SCHEDULE is KEYED NOTE HOLD DOWN FOR WOOD SHEAR WALL - SEE HOLD DOWN SEE KEYED NOTES S S FOOTING/FOUNDATION STEP TRANSFER LOAD XXXK = SERVICE LOAD 110— MOMENT CONNECTIONS TO BEAM --� ®M►— MOMENT CONNECTIONS TO COLUMN DIRECTION OF DECK SPAN OR DIRECTION OF REINFORCING BEAM POCKET �--� BEAM PENETRATION 0 4 SEE BEAM PENETRATION SCHEDULE BEAM WITH CONCRETE EMBED SEE TYPICAL DETAILS H1 H1 = JOIST HANGER SEE JOIST HANGER SCHEDULE t ,rrn,e rt rr,ratre+ www.cunniffe.com Ilk s.n r,.rnr.. Lr.LmLnt.,r ��®a��w��t8■■rr�i LATERAL ELEMENT ABOVE ONLY w LATERAL ELEMENT BELOW ONLY e ■ ® LATERAL ELEMENT ABOVE AND CONSTRUCTION SET BELOW a WOOD SHEAR WALL DESIGNATION 10' AND MINIMUM REQUIRED LENGTH - SEE SHEAR WALL SCHEDULE HOLD DOWN FOR WOOD SHEAR WALL - SEE HOLD DOWN HD SCHEDULE www.cunniffe.com Ilk 7 4 lu BARN ROOF FRAMING O ,Y DD o PERMIT SET a CONSTRUCTION SET r a a 03-28-13 —J f� 7 4 lu BARN ROOF FRAMING O ,Y DD o PERMIT SET a CONSTRUCTION SET r a KL&A, Inc. Structural Engineers and Builders 729 Evxna Rd.A Basan, Colorado 87821 P. (970) 927 5774 F: (970) 927 5794 co ^00 . DwmCO - to a.cd . 8wKC0 DRAWING: BARN ROOF FRAMING PLAN DD 06.04.12 PERMIT SET 11.23.12 CONSTRUCTION SET 02.25.13 PERMIT 03-28-13 Pitkin Count rla8 Na. B0136 APR 0 2 2,013 Comirmnity DevelopmentSHEET N0. 7HE STRUCTURAL ENGINEERS SFAL ON THIS DRAWING INDICATES THAT 7NE tNFORA647KtN SFX?WN AND INE CALCULATIONS PERTAMIING TO THAT iNFORMA7ION NAYS' BEQ+I PREPARED 8Y QUALIFIED PEOPLE UNDER INE DIr�'CTR?N OF 7Nf ENGNIEER—OF—REGORD. 7t/E SfN. Dt7ES NDT /MPLY RESPUNSt$21IY FiTR '/NESE DRAWINGS ARE TO $E USED !N COfJJUNGTtON W1tN 7NE INFQRMAT�N PREPARED BY OTHERS Nei FOR ANI' /NFORMATHM+I NOT SHOWN QN ARCNITECTURAt DRANHNGS DN THE PREh�CF TO CLEARLY DEITNE Alt THtS DRAWING AND SUCH RESPONSI$LDY !S SPEC/t7CAtLY DISClAGkED. ON PHASED OF THE REQUIREMENTS fOR THE CONSTRUCAOhI. WHERE CONFUGTS PRDJECTs ORAWtNGS TH47 ARE ISSUED $UT NOF SEALED SHALL � CONSIDERED OCCUR CONTACF ARCHITECT FOR CLr�lFtCATK1N TO BE PREi.lMINARY tN AWRIRE AND ARE ISSUED FOR INFORA4t7iON ONLY. Copyriy<<t � 2Di2 KL&A, Inc. GENERAL NOTES: 1. COORDINATE LOCATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. SHEET DETAIL NOTES: (D PROVIDE (3 #1/OCU, 1#6CUG) OR (3#3/OAL, 1#4ALG)THROUGH 3" CONDUIT. CONNECT TO 150A2P CIRCUIT ON PANEL A2. PROVIDE 1" CONDUIT WITH PULLWIRE FROM BARN SUBPANEL TO LOCATION OF FUTURE UNIT HEATERS. COORDINATE LOCATION OF FUTURE UNIT HEATERS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. "'i zimill--a ilk 1:4 1 ;�PROJECT#: 11067 IMOUNTING: RECESSED ... ...... .. . . .. . ..... .... ... ..... TYPE: QO RESIDENTIAL ... ... . DEMAND LOAD DEMAND AMPS APPLIANCES Q. ..... . .. .. . ... .... Pitkin County APR 0 2 2013 commnity Development / '14 0 (0 00 0 (n ca a) C14 CU 2 Lo C 0 00 0 (-) a) -- cb C C:0 r- 0 u)'15 > 6 0 a) Cl- - CF) -0 114" E 0 IT- 0 0) (1) C14 x 41 U) Cc > C-4 04 060 00 V)CU C)) I CU (0 00 ilk rl C ru W W 3: C) CU ED z W Co 0 c) C 0 -P.0 00 0 crj =0= O g 00 a) 00 < x 0 m 0 CL ,j L.J 3: 10 Oak r%doo LLm CN z CL AEC PROJECT #: 11067 DATE: ISSUE: 06-07-12 CDS 01-07-13 REVISION #3& 01-15-13 PERMIT 01-18-13 REVISION #4141 02-25-13 CONST. PRICING SET& 03-28-13 PERMIT Drawn By: Checked By: CTL AEC B A IR"'N E PLAN SCALE 1/41t 1,4, B 13 of 13 L0 I COPYRIGHT 2091 ARCHITECTURAL ENGINEERING CONSULTANTS. INC, :L GENERAL NOTES: 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE STRUCTURAL ENGINEER. 2, ALL PIPING PASSING THROUGH FIRE -RATED ASSEMBLIES SHALL INCLUDE A FIRE -RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. 3. ALL WASTE PIPING SHOWN DASHED SHALL BE LOCATED BELOW THE FLOOR DECK. �..i CONNECT Y2" CW, Y2" HW, 1 Y" W & 1 Y2" V TO LV. 2 CONNECT Y2" CW, 3" W & 2" V TO WC. V CONNECT l4" CW TO FPHB, HB. CONNECT 3" W & 2" V TO FT. 2" V UP. TRANSITION TO 3" PRIOR TO PENETRATING ROOF. �.:./ 3" W TO CONTINUE TO MAIN HOUSE SEPTIC. SEE CIVIL PLANS FOR CONTINUATION. \D 4" STORM DRAIN TO CONNECT TO 4" STORM DRAIN UNDER BREEZEWAY. SEE CIVIL PLANS FOR CONTINUATION. Q1" CW UNDERGROUND TO HOUSE. SEE P3.1 FOR CONTINUATION. CONNECTION TO FPHB ON WARM SIDE OF INSULATION. COORDINATE CHASE IN FIELD WITH FRAMING CONTRACTOR AND OTHER TRADES. 10 INSTALL WH -2 ABOVE BATHROOM CEILING. CONNECT Y2" CW &Y2" HW. ENSURE OPERATION UNDER LOW FLOW CONDITIONS. SEE ELECTRICAL PLANS FOR WIRING DETAILS, 11 2" W TO CONTINUE TO SECONDARY SEPTIC SYSTEM. SEE CIVIL PLANS FOR CONTINUATION. 12 3" STORM DRAIN FROM GUTTER, COORDINATE ROUTING IN FIELD. PROVIDE HEAT TRACING AS REQUIRED. 13 ALL PIPING IN THIS WALL IS SHOWN SCHEMATICALLY. COORDINATE PIPE LOCATIONS TO AVOID POCKET DOOR. � �:., �. ♦ li r 1 SCALE: 114" = 1'0" P[g XD E[ 13 rrr.rr.r..w 'rl » i • • , i ., i C: C1 • M i w- + 1 a • 20i i i .. 0600 ( CD .tM !,. CU UJ w UJ 0 dt ♦ „r =3 --z 3: - -i { i .0 r i � N► "It CL i , 00 •M • Ill S: CL 0 Js .. 0 AEC """•11067 r+ #4 REVISION #4 CONST. PRICING SETA Checked By: TOC BARN PLUMBING PLAN it III SCALE 1/4 1 0 P2*0 y. + t � GENERAL NOTES: 1. ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE, 2. ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL INCLUDE 1" LINER UNLESS OTHERWISE NOTED. ALL OUTSIDE AIR INTAKE AND ROUND DUCTWORK SHALL BE WRAPPED WITH 1.5" THICK INSULATION UNLESS OTHERWISE NOTED. 3. ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BE CONICAL TEES. 4. ALL SQUARE 90 DEGREE ELBOWS SHALL HAVE TURNING VANES. 5. ALL DUCTWORK SHALL BE RUN TIGHT TO UNDERSIDE OF STRUCTURE WHERE IT EXISTS UNLESS OTHERWISE NOTED. 6. ALL DUCTWORK PASSING THROUGH FIRE -RATED ASSEMBLIES SHALL INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. 7. ALL HYDRONIC PIPING SHOWN DASHED SHALL BE LOCATED BELOW THE SLAB. �./ INSTALL LUXURY METALS GLOBE VENT 24" GRAVITY VENTILATOR ON THE ROOF, PROVIDE DRAFT DIVERTER AND BIRD SCREEN. CONFIRM DETAIL WITH ARCHITECT PRIOR TO PURCHASE. INSTALL EF -16 AT THE BASE OF THE CUPOLA. SUSPEND WITH VIBRATION ISOLATION HANGERS & PROVIDE FLEXIBLE CANVAS MATERIAL TO SEAL THE FAN AT THE BASE OF THE CUPOLA. INSTALL TITUS 50F (OR EQUIVALENT) GRILLE BELOW THE FAN AND ENSURE THE FAN CAN BE SERVICED BY REMOVING THE GRILLE. COORDINATE THE GRILLE SIZE IN THE FIELD. REFER TO ARCHITECTURAL DETAILS, 3 ROUTE 1" HWS/R UP INTO RM -13, SEE M3.0 FOR CONTINUATION TO HOUSE. ROUTE 1" HWS/R UP CHASE AND PROVIDE VALVE AND CAP FOR FUTURE UNIT HEATER, COORDINATE CHASE AND ACCESS PANEL IN FIELD. ROUTE 1" HWS/R UP WALL AND VALVE AND CAP ABOVE BATHROOM CEILING FOR FUTURE UNIT HEATER. COORDINATE ACCESS PANEL IN FIELD WITH PLUMBER AND OTHER TRADES. ROUTE 4" EXHAUST TO EXTERIOR WALL AND TERMINATE AT A 6" x 6" PLENUM BEHIND THE DECORATIVE GRILLE. COORDINATE EXACT LOCATION WITH ARCHITECT. 7 INSTALL 2 STAGE HEATING AND 1 STAGE COOLING THERMOSTAT & CARBON MONOXIDE SENSOR (MACURCO CM -6 OR EQUAL) ON WALL AS SHOWN. PROVIDE CONTROL CONDUIT FROM TSTAT TO FUTURE UNIT HEATER LOCATIONS SO UNIT HEATERS CAN OPERATE AS 2ND STAGE HEATING WHEN INSTALLED. (: SCALE: 1/4" =1'0" J J s . `',;y" D11 MAY 2 "P; FOR C 0DF 0 As CF Pitkin Count Community Development �i► 014 i •a i ' • CO • e •0 • • • + > .r • s i • 1 •64 C14 « 2 • ♦ CO �. • Co • .0 00 tr (D : N i • 0 ca�w y ♦• s r • -�e i AEC PROJECT#: 11067 i I REVISION #,. D iREVISION #4ii1 i PERMIT Drawn By: IChecked .� B ,. M A MECHANICA r SCALE 4 #: M2*0 B • of (; D L rml u III w'\I�s t -M \f� N O r Cn r i! PL)1 TC Cr 0m- � c It �V 8 (Qn CD C=(C=w DC -0 l ,< CO CS U) O Q fn w'\I�s t -M \f� N O r Cn PL)1 TC Cr 0m- � c C �V 8 (Qn CD C=(C=w DC -0 ,< CO CS U) O Q fn Q u�i — c3 (D = Q C Cr Q !y C p O 3 (D (n = Q Q 3 w'\I�s t -M \f� N O r r. K2 Outdoor Theater Tech Power Plan K2 Outdoor Projector Vault XATUI ROOF AU E4< HATfH MA x ay- Linc GLE+, DIENM, REO'.:RED) 'RF' ,Hil Li"E' 'r.T qfy... -.aH _IE Jw E -.E NTH E .} f} CCNPRESSE- -� Fl EV L S' NEHIN.^ l E TFXLl4 E _ lv*D ,hTE w12' etnc%7 Ot {/Y 800L'D bWCKING LIbIl B CTON " M. BTO r= /rIIrE r: 11 I I i VJ .:f PJII I : / r, L _. '.Fl PCnEi Exl sh..JE -LVND - Db'ILEf '�AISTE' HLw N) TC HOLT) 31=0 Lll IRD.EZIDR /LENS 5 ( \ rr,1N{ 4E ,G: PEES. IA55 NEHINC 4 � ExTEPI 2 :2tf E 1 {'L`A'J ((ANiEII I 'L.S'f i. BetlN i%'.i(5F: HLOENItlG i r K2 Outdoor Projector Vault ELECTRICAL PERMIT APPLICATION 3 { ,.. PITKIN COUNTY COMMUNITY DEVELOPMENT 130 S Galena St Third Floor Aspen CO 81611 I' F' INSPECTION LINE 970-920-5532 PH: 970-920-5526 FX: 970-920-5439 ALL PERMIT NO. (Office Use Only) JOB ADDRESS 1370 Owl Creek Road OWNER PHONE K2 Family Property LLC (970) 927-3031 ELECTRICAL CONTRACTOR MAILING ADDRESS PHONE Xssentials -Aspen 109 ABC, Aspen, CO. 61611 (970) 9251700 BUILDING PERMIT # OCCUPANCY GROUP ELECTRICAL VALUATION SQUARE FOOTAGE 0015.2013.PRBK i.r.c. I $5419 1157 USE OF BUILDING ❑ COMMERCIAL 0 RESIDENTIAL CLASS OF WORK 0 ADDITION ❑ ALTERATION R1 NEW ❑ CONSTRUCTION ❑ SOLAR 1 ❑ OTHER I 1 SERVICE DESCRIBE WORK IN DETAIL (For additions, alterations, indicate type, number and location of source of circuits) Low Voltage Wiring for Lutron Lighting Keypads and Audio Video Systems OWNER: The undersigned applicant to personally perform electrical work on the described property or residence hereby certRes, as a condition of issuance of such permft, that the above described Property or residence Is owned by the apollcant, that the applicant Is not enaaaed In the business of construction or remodelino, and such Property Is not intended for sale or resale nor Is It rental orop@rty (occupled or to be occupied by tenants, whether transient or permanentl, 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 M 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 ceritftate of occupancy issued with respectto the property or residence described. DO NOT SIGN THIS SECTION IF YOU AREA 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 -pends pulled under a building permit are paid by this deposit payment and should not pay Use Tax. Stand alone sub -permits are $ G+ ` Q $ required to pay a Use Tax Deposit to Pitkin County (.5%) Deposit .5%of 50% of project valuation. Approved by Fire Marshal ❑ Project Valuation (includes labor) $ Date: Exempt: Exempt Organization Approved by HPC ❑ Tax Exempt ID Number Property (lens may be placed on the owner's and/or the contractor's property Date: when Use Tax is not paid. ELECTRICAL CONTRACTOR Building De artentAcce tante For all work done under this permit, the permittee accepts full responsibility for compliance with the National Electric Code and County resolutions, and/or slate laws, whichever applies. Permit subject to revocation or suspension for violation of any governing same. An accepted final electricalxLSQe�oliqnsit all be obtained prior to using the electrical system. A final electrical Approved By: inspeclioyellHg'q'S1M ed within 46 hours after completing an electrical installation. CC 9 10 - Date: SignaturgVrEfkAcal Contractor Date Permit Validation Date Receipt # Total Sulo S eSM;t,., ht, I' /i 1 11 A %- 01� $ rt "IL 00 Print Name A47 E-mail this form 1•m� :tltl E a r GENERAL A/V NOTES: 1. ESC AND GC TO REVIEW THEATER SPACE PLANNING, SCREEN HOUSING FRAMING REQUIREMENTS, AND ' PROJECTOR PORT/LIFT FRAMING REQUIREMENTS PRIOR TO FINAL DUCTWORK AND HVAC INSTALLATIONS WITHIN THE CEILING PLENUM. 2. ESC DOES NOT INSTALL ACOUSTICAL FABRIC WITHIN MILLWORK (FABRIC SUPPLIED BY ESC AND INSTALLED BY MILLWORKER) - ESC TO REVIEW MILLWORK SHOP DRAWINGS CONTAINING A/V EQUIPMENT. 3. ALL A/V OUTLETS IN EXPOSED CONCRETE WALLS TO BE ROUTED IN CONDUIT (CONDUIT SUPPLIED AND INSTALLED BY OTHERS) - SEE ICON SCHEDULE ON SHEET LV.00 FOR REQUIRED CONDUIT SIZE. 4. THE LOW VOLTAGE ROOM WILL REQUIRE AN INDEPENDENT AIR CONDITIONING UNIT OR ZONE AS IT WILL OFTEN NEED TO BE COOLED WHILE THE REST OF THE HOUSE IS BEING HEATED. 5. EXTERIOR LANDSCAPE SPEAKER WIRING TO BE ROUTED IN CONDUIT (CONDUIT SUPPLIED AND INSTALLED BY OTHERS) - FINAL LOCATIONS BY LANDSCAPE ARCHITECT AND GC. 6. EXTERIOR SATELLITE DISH WIRING IN LANDSCAPE TO BE ROUTED IN CONDUIT (CONDUIT SUPPLIED AND INSTALLED BY OTHERS) - FINAL LOCATIONS BY LANDSCAPE ARCHITECT AND GC. R w -E I ]D mzol") FOR C MIPHANCE iJitkin County MAY 12 20 �'.Omm►all€aty Developmr; 109 ASPEN BUSINESS CENTER ASPEN, COLORADO 81611 t 9701925-1700 f 970/925-1714 CaSSIgn@BSCUSS.COCT9 www.escusa.com ELECTRONIC SYSTEMS CONSULTANTS O I• - Q U z Oc Q u) 1 O L ; III > LLA o a LLI � Cr d LU L7 > w � U � rn to H Q 0 � Z 0, W d Lu C1. LI.I O- :t E E 0 x 0 S Q 1 G' u3 f a U � Z- ?+ LLI Uj €'j Z W O cin cin 0 W t- €!} 60 M Tk �t LO LO u-) C-) C� � a oCD ui m ni ca ca Ci — M ti W Q CV C'\i Ctrl Cr> 4 -0 CJ Q z- — '"D O C3 C1i L U a 4-1 a- s 0- Ci. C7 Ci.. n OL 0- Tk �t LO LO u-) C-) C� � a oCD ui m ni ca ca Ci — M ti W Q CV C'\i Ctrl Cr> 4 -0 CJ Q z- — '"D O C3 C1i SCALE: 1/4" = 1'-0" LV. low voltage L U a 4-1 �.... N SCALE: 1/4" = 1'-0" LV. low voltage V U N SCALE: 1/4" = 1'-0" LV. low voltage SEP 2 3 Z014 Oommun4 Development O Q O J O 0 z 72 DRAWING: ISSUE, DATE: 09qDR1;SIRGAAT 3-14-12 PERMIT SET 3-28-13 REVISIONS 4-3-13 AGFD41f REV 4 9-9-18 ASI 190 8-25444 JOB NO. 1133 SHEET NO. A2.O;B kd1FF SEP 2 3 2014 COMmuniiyy LeveicPme t www.cunniffe.com ti Lo o CD Qco 6 N D ti UI,-- C) w Q _ mco LO co fy rn ti � m W LL] LU H i /) v J LL `n r7 W T z 00 OU u; Q U LLi C) Q� W i /) v J a W F— W � z u; Q O n/ z0 ¢Q 0 Q C r` O Q W pp a o7 cf) ro � = OJ U z z 0 QQ � z In ::D N ov � z Y I— DRAWING: ISSUE: DATE: D9qNZIsIiqGA9ET 3-14-12 PERMIT SET 3-28-13 REVISIONS 4-3-13 ASRMIF REV 4 9-95444 ASI 190 9-9-14 JOB JOB N0, 1133 SHEET NO. A2.1 B I m., F;;- 1- - I T..O. ROOF11— ELEV B.O. EAVE ELEV. _ 113' - 3" A A T.O. ROOF ' B.O. EAVE ELEV. = 115r----------------------- 02062014 KEYNOTE5 aSTONE VENEER MATCH RESIDENCE aTRE5PA METEON RAINSGREEN GOLOR#NAOQ PRFFIN15HED MTL. PANEL El MATCH RESIDENCE 4❑ DOWN SPOUT AT EXTERIOR SIDE OF HALL, IN GAP AT STONE- OUTBOARD S❑ GALVANIZED STL. ANGLE TRUSS aCANTILEVERED MTL. GLAD 57L. CANOPY W/ SINGLE -PLY ROOF 5%. GALVANIZED DECORATIVE LOUVER OVER WALL SYSTEM Fal PRE -FINISHED MTL. WALL BASE 0o NKO www.cunniffe.com �n o U-) -.4- 0? ch N co m N O � U W C> M U/ �M fly N co O ti m m W �� LL LL Lr) M V z co O z O U U Q J z — 1.1 A4.1 1.2 EXISTING t <BARN HOUSE I NORTH ELEVATION 1/4" - 1'-0'. y- – – – – – r – – – EXISTING GRADE �� <BARN HOU5E - SEE A3.4/� WEST ELEVATION 1/4" = 1'-0" ,i. fi Pitkin County SEP 2 3 2014 CommuMy Development _ = o c) U ULUco co O O DATE: DD PRICING SET D Q _ 3-28-13 O 4-3-13 z 1 o z N4414 ASI 190 08-25-14 m z CN Y O IN. FL.cn _q w ELEV. = 99' - b" PROPOSED GRADE 304 r -1 I Lu �> O / r— I I f Q I I >-i 1.1 A4.1 1.2 EXISTING t <BARN HOUSE I NORTH ELEVATION 1/4" - 1'-0'. y- – – – – – r – – – EXISTING GRADE �� <BARN HOU5E - SEE A3.4/� WEST ELEVATION 1/4" = 1'-0" ,i. fi Pitkin County SEP 2 3 2014 CommuMy Development _ = o c) U ULUco co O DRAWING: ELEVATIONS O DATE: DD PRICING SET D Q _ 3-28-13 O 4-3-13 z 1 o z N4414 ASI 190 08-25-14 m z CN Y O DRAWING: ELEVATIONS ISSUE: DATE: DD PRICING SET 3-14-12 PERMIT SET_ 3-28-13 _ REVISIONS 4-3-13 AGRMIT REV 4 9-9-19 ASI 990 N4414 ASI 190 08-25-14 JOB NO. 1133 F77 A3.2B N TRUSS ELEVATION DTL. O `10TE - WEL TO :oUSSET .S E; �— �-ILLET VaELD ,USS a ALL E-EF�,ENT5 C7AL ✓ANI.ED 0 p TRUSS SECTION DTL. 1" = 1'-0" T.O_ROOF ELEV. II9'-6 3/8" B.O_EAVE_ ELEV. = 113'-3 ------ A FIN. FL. ELEV. = HOUSE BARN SEE A4.3/3 O ' HOU5E BARN SEE A4.3/3 —� O T.O. ROOF ELEV. = 119'-b 3/8"------------------- ELEV. A9. w 3 I A AG . FIN. FL. ELEV. s 'L t U) 1.2 I A9. 2 A4. L 7 - BUILDING SECTION 114.'= 1--0 r Ln _i T L [ I 1 1 i 1 x I_ rL &6 60A>T-'A-l0V05 401Z J2 13 CAd�T'r �NSucAT�ON E per&. _'F CDAfDc� cOAJEt> Cl2ALc9c 5PR� � N )Z EF = 7-1960 YCZ. !. f 7UNc 7 ?XX-�% 2C-fC_. BUILDING SEC 0 1 www.cunniffe.com rn �J i ) M J O co I I I I 1 I I 1 I I 1 I 1 I I I � I I 1 I I I I R ` EWE LI�f 1l\h SEP 2 6 Met FOR CODE COMPLIANCE m tkin County SEP 2 3 2014 Community Development 2 U i� �o U � W z o Q A9. -J CN M m N 1 y l!) CN e0 � I I I I 1 I I 1 I I 1 I 1 I I I � I I 1 I I I I R ` EWE LI�f 1l\h SEP 2 6 Met FOR CODE COMPLIANCE m tkin County SEP 2 3 2014 Community Development 2 O J � W z o Q I I< LLJ LU F H Q — PERMIT SET 3-28-13 m z YO 81918113 ASI #®8 LLL 1LL LL u7 M ASI #190 8-25-14 JOB NO. 1133 Z CO'D Y F— 000 z 0 U 0 Q LUX a- Z:) A9. v Q J r /1 W W Ld z II � OJ _ = 0 I � U 00 U Q v o M I I I I 1 I I 1 I I 1 I 1 I I I � I I 1 I I I I R ` EWE LI�f 1l\h SEP 2 6 Met FOR CODE COMPLIANCE m tkin County SEP 2 3 2014 Community Development 2 O J z z o Q 3-14-12 — PERMIT SET 3-28-13 m z YO 81918113 ASI #®8 9-9-18 ASI #190 8-25-14 JOB NO. 1133 Y F— DRAWING: ISSUE: DATE: 0YP?WNel9ET 3-14-12 — PERMIT SET 3-28-13 REVISIONS 4-3-13 REWBrORSV4 81918113 ASI #®8 9-9-18 ASI #190 8-25-14 JOB NO. 1133 A4.1B i I'-10" I'-1011 I i CI C2 C3 /11- y 11 I 10'-211 I' -ID" ID` -211 I'-10" 10,-xll CT C8 C9 MC lo' -x11 I f 4dw--A 2'-4" 305 306 C 30 . 308 02 0 6 2 0 14 WO-\ www.cunniffe.com w U/i X17 LCA O C7 cY M DATE: CN � C WINDOW SCHEDULE m Q NUMBER Ci C2 C3 C4 C5 C6 C7 C8 C9 WINDOW EA « N SIZE (WxH) i FOPERATION 101-2" X 1'-6" FIXED 10'-2" X 1'-6" RXED 10'-2" X 1'-6" FIXED T-0" X T-6" AWMNG OVER FRED 3'-211 X 21-611 AMNG 24" X 44" CASEMENT 10'-2" X 1'-6" FIXED 10'-2" X 1'-6" FIXED 10'-2" X 1'-6" FIXED FINISH DETAILS MANF. INTERIOR EXTERIOR DEAD JANE SILL A MISC. U -VALUE 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 REMARKS THREE PANEL SYSTEM TRANSON SHADE 7-2-13 M M r U? DOOR SCHEDULE N rn N ti DOOR CD rn L w� MATERIALS LL DETAILS L INFO M NUMBER OPERATION WIDTH HEIGHT THICK TYPE DOOR Q FRAME HEAD JAMB c/) SILL U -VALUE MANF. MODEL SHADE SCREEN REMARKS 301 SWING 3'-8" 11'-0" z Q � WD 0 CCL- V U)O u� o� .0 C 302 UP ACTING 10'-2" 11'-0" WD BARN DOOR 303 UP ACTING 10`-2" 11'-0" WD BARN DOOR 304 SWING 11 `-2" 12'-0" WD 305 UP ACTING 101-2" 11'-011 WD BARN DOOR 306 SWING 3'-2" 8'-8" WD GRABILL ENTRY WITH KEYPAD 307 SWING 31-01' 7'-6" WD 308 POCKET 21-4" 7'-6" WD www.cunniffe.com w U/i X17 LCA O C7 cY M DATE: CN � C 00 CV � U m Q WQ ASRW REV 4 8-2944 ASI 190 9-9-14 z 7-2-13 M M r U? M LL N rn N ti � CD rn L w� LL L M c° Z oCD U Q Lu c/) c/) Q J � w W J Q 0 z Q � 0 CCL- V U)O u� o� .0 C c o I 0 C)z Z 0 DATE: Q >:1121�� z N m ::D 0 � ASRW REV 4 8-2944 ASI 190 9-9-14 z 7-2-13 JOB NO. 1133 DRAWING: ISSUE: DATE: lblkar . 3-14-12 PERMIT SET 3-28-13 REVISIONS 4-3-13 ASRW REV 4 8-2944 ASI 190 9-9-14 ASI #8 7-2-13 JOB NO. 1133 SHEET N0. 6pn'F'o 1 2 � s �a�a � ��' { �tk�n County S A1 0.1 B FOR ��B�C CbMPLLF�ICE SEP 2 3 2014 Community Development CONC FDN WALL, REINF W/ 15 0 18"OC EW CENTERED CONC FTG, RE: PLAN & FTG SCHED FOR SIZE & REINF FDN WALL DETAIL RE: PLAN RE: PLAN TIWALL n VARIES T/SLAB NS/FS 4/S4, 3. WALL W/ 'OXY EMBED. SCALE 3/4" = l'-0" 01361076 RE. PLAN T/FTG CONC FDN WALL, REINF W/ 15 0 1810C EW CENTERED CONC FTG, RE: PLAN & FTG SCHED FOR SIZE & REINF FDN WALL DETAIL RE; PLAN STONE VENEER, T/L RE: ARCH VARIES RE: PLAN T/� STRUCT SLAB TILEDGE CONC FDN WALL, REINF W/ 15 0 18 "OC EW EF NTW/%"¢ ?S 0 6" EMBED SCALE 3/4" = 1'--0" 0136dt049 RE. PLAN T/FTG CONC FTG, RE: PLAN & FTG SCHED FOR SIZE & REINF n GRID FDN WALL DETAIL SCALE 3/4" _ �'-0" o136dt046 RE: PLAN TIWALL VARIES T/STRUCT SLAB 14 DOWEL TO MATCH VERT WALL REINF SPACING CONC FON WALL REINF W/ 15 0 18 "DC EW CENTERED IN WALL GRID TOPPING SLAB, RE: PLAN X X X -'--X d X XX ° kG Q d 4 • a d STEEL CONSTRUCTION V.a RE: PLAN RL RR NT W/ 5/s "0 BEAM/GIRDER ?S 0 RL = LEFT REACTION (k) 6" EMBED RR = RIGHT REACTION (k) • d COLUMN ABOVE o ° F! 1 COLUMN BELOW 02062014'*' A6 PLAN LEGEND rn�rnorrc rn►rcrorrnrrnar rN CIP CONCRETE WALL ABOVEL V CIP CONC, WALL ABOVE W/ WINDOW CIP CONC. WALL ABOVE W/ DOOR rCIP CONCRETE WALL BELOW L--- ----------- J FN F I MASONRY CONSTRUCTION MASONRY WALL ABOVE MASONRY WALL ABOVE W/ WINDOW MASONRY WALL ABOVE W/ DOOR r- -----J MASONRY WALL BELOW RAE. PLAN T/FTG FDN WALL, RE: 1/S4.0 FOR REINF CONC FTG, RE. PLAN & FTG SCHED FOR SIZE & REINF SCALE 1/4" = 1'-0" 0136 PIanOB BARN FOUNDATION PLAN NOTES: 1, FOUNDATIONS ARE CONC. STEM WALLS ON CONT, FOOTINGS. 2. GRID LINES TYPICALLY REPRESENT OUTSIDE FACE OF STUD WALL. CONC. FDN. WALLS TYPICALLY ALIGN w/ O.F. OF WALL SHEATHING. J. TYPICAL CRAWL SPACE FLOOR IS 3" THICK CONCRETE SLAB -ON -GRADE, REINF W/ 6x6xW1.4xWI.4 WWF. 4. SEE S2.0 FOR OVERALL FDN. PLAN LAYOUT & PLAN LEGEND, 5. SEE SIX & S1.1 FOR GENERAL NOTES & LOAD KEYS. 6. SEE S1,2 - S1.5 FOR TYPICAL DETAILS. 7. SEE S5.0 FOR FOOTING SCHEDULE, ► ► ► RE. PLAN FOR THICKNESS OF REINF .a FDN WALL DETAIL 2 SCALE 3/4" = 1'-0" ol3sdto45 2 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ rr.nn FRAME WALL ABOVE LATERAL ELEMENT BELOW ONLY 111 -23-12 FRAME WALL ABOVE W/ WINDOW 191X__yY_F1 BELOW FRAME WALL ABOVE W/ DOOR XXXX'-YY" = T.O. FTC ELEV FRAME WALL BELOW B1A = BASE PLATE TYPE — SEE SHEAR WALL SCHEDULE HEAVY TIMBER BEAM/GIRDER rz KEYED NOTE — - - - - — BEAM/GIRDER FOOTING/FOUNDATION STEP XXX JOIST T = SERVICE LOAD ® ® 1 COLUMN ABOVE r—� COLUMN BELOW DIRECTION OF DECK SPAN OR _z Y DIRECTION OF REINFORCING ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ rr.nn w LATERAL ELEMENT BELOW ONLY 111 -23-12 FOOTING NOTATION 191X__yY_F1 BELOW =FTG TYPE, SEE FTG SCHEDULE XXXX'-YY" = T.O. FTC ELEV 81A B1A = BASE PLATE TYPE — SEE SHEAR WALL SCHEDULE SEE BASE PLATE SCHEDULE rz KEYED NOTE SCHEDULE SEE KEYED NOTES S S FOOTING/FOUNDATION STEP XXX TRANSFER LOAD XXXK T = SERVICE LOAD �I 1 MOMENT CONNECTIONS TO BEAM MOMENT CONNECTIONS TO COLUMN V DIRECTION OF DECK SPAN OR _z Y DIRECTION OF REINFORCING V BEAM POCKET LJ BEAM PENETRATION a SEE BEAM PENETRATION SCHEDULE OP4 BEAM WITH CONCRETE EMBED SEE TYPICAL DETAILS Hl H1 = JOIST HANGER U_ SEE JOIST HANGER SCHEDULE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 111! Ln/lL LLLlIILIII J LATERAL ELEMENT ABOVE ONLY w LATERAL ELEMENT BELOW ONLY 111 -23-12 LATERAL ELEMENT ABOVE AND 02.25.13 BELOW M WOOD SHEAR WALL DESIGNATION O 10' AND MINIMUM REQUIRED LENGTH — SEE SHEAR WALL SCHEDULE AHOLD DOWN FOR WOOD SHEAR WALL — SEE HOLD DOWN HD SCHEDULE These plans have NOT See no,-':r?a fl - 'fi's been reviewed for code compliance Pitkin CQunly SEP 26 2014 SEP 2 3 2014 All construction LTTi:st Comply with C.'-nmmunity [)ever jopmerit all adopted codes & regulation THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORM47ION SHOWN AND THE CALCULAT70NS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY OU40RED PEOPLE UNDER THE DIRECTION OF THE ENGINEER -OF -RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR THESE DRAWINGS ARE 70 BE USED !N CONJUNCTION WITH THE INFORdlATTON PREPARED 8Y OTHERS NOR FOR ANY 1NFORAG1T10N NOT SHOWN ON ARCHI7EC7URAL DRAWINGS ON THE PROJECT TO CLEARLY DEFTNE ALL THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED OF THE REQUIREMENTS FOR THE CONSTRUCTION, WHERE CONFLICTS PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE COISIDFRED OCCUR CONTACT ARCHITECT FOR CLARIFICATION. TO BE PRETIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. U �0 44 ra 42674 p •.09/15/2014'�� ss�QNAL www.cunniffe.com DID 0 PERMIT SET 111 -23-12 CONSTRUCTION SET 02.25.13 PERMIT M PERMIT REV 4 09-09-14 LO LL >Lj 0 V Qtca o c� N c T can 1 V _z Y a, F_ h a U. m a U_ UL.CDti CD N Cfl ur qc O N W J LQ W H * w * a W J oo co w 00 0 O p as Um LL! " Z J o LU o m N a V Q 0 Q C13 W o ui Q W �U y LLJ Q� LLJ Z I- 'a W o cc } F- 2 trn a Z o 5) L) Q F- W C � N C✓ to KL &A, Inc. Structural Engineers and Builders 129 EmM Rd A-1 na k cabram 9162 i P. (9711) 927 5174 F, 19701527 5194 uadm CO • Or"r, CO • LorNerW, CO • 8" CO DRAWING: BARN FOUNDATION PLAN DID 0 PERMIT SET 111 -23-12 CONSTRUCTION SET 02.25.13 PERMIT a PERMIT REV 4 09-09-14 o J >Lj 0 V Qtca N Z D �C 0 V _z Y F_ a DRAWING: BARN FOUNDATION PLAN DID 06.04-12 PERMIT SET 111 -23-12 CONSTRUCTION SET 02.25.13 PERMIT 03-28-13 PERMIT REV 4 09-09-14 JOB NO. B0136 SIOB o2 062014 �UU"' PLAN LEGEND nnAln DrTC n/l A1CTDll/'T1n A! CIP CONCRETE WALL ABOVE CIP CONC. WALL ABOVE W/ WINDOW CIP CONC. WALL ABOVE W/ DOOR r - _ CIP CONCRETE WALL BELOW RL IIAcnAMV nnAIVTDIrnTMA! c+rrrf �nAICTDIf!`TIl1Al RR BEAM/GIRDER RL = LEFT REACTION (k) RR = RIGHT REACTION (k) COLUMN ABOVE COLUMN BELOW nn nnAl["Tnl!/�Tln AI nI A AI vcvc F1 FRAME WALL ABOVE ■� FOOTING NOTATION XXXK'-YY" FRAME WALL ABOVE W/ WINDOW Fl = FTG TYPE, SEE FTC SCHEDULE XXXX'-YY" FRAME WALL ABOVE W/ DOOR B1A -__________o__j FRAME WALL BELOW SEE BASE PLATE SCHEDULE HEAVY TIMBER BEAM/CIRDER KEYED NOTE -�- - - - - "— BEAM/GIRDER FOOTING/FOUNDATION STEP JOIST TRANSFER LOADXXXK ® ® COLUMN ABOVE r-� COLUMN BELOW LM I Zi L_1 nI A AI vcvc F1 LATERAL ELEMENT ABOVE ONLY ■� FOOTING NOTATION XXXK'-YY" LATERAL ELEMENT ABOVE AND Fl = FTG TYPE, SEE FTC SCHEDULE XXXX'-YY" = T.O. FTG ELEV B1A B1A = BASE PLATE TYPE A SEE BASE PLATE SCHEDULE t2 KEYED NOTE SEE KEYED NOTES 5 S FOOTING/FOUNDATION STEP TRANSFER LOADXXXK T SERVICE LOAD Ali►--- MOMENT CONNECTIONS TO BEAM MOMENT CONNECTIONS TO COLUMN DIRECTION OF DECK SPAN OR DIRECTION OF REINFORCING Li BEAM POCKET I- BEAM PENETRATION SEE BEAM PENETRATION SCHEDULE OP4 �^ BEAM WITH CONCRETE EMBED SEE TYPICAL DETAILS Hl H1 = JOIST HANGER SEE JOIST HANGER SCHEDULE al rf rlfrAlrc �■■■■■■■■■■■■■■� LATERAL ELEMENT ABOVE ONLY ■� LATERAL ELEMENT BELOW ONLY ■■� ■ ■ ■ ■� LATERAL ELEMENT ABOVE AND 02.25-13 BELOW 10' WOOD SHEAR WALL DESIGNATION AND MINIMUM REQUIRED LENGTH 09-09-14 - SEE SHEAR WALL SCHEDULE A HOLD DOWN FOR WOOD SHEAR WALL - SEE HOLD DOWN SCHEDULE These plans have NOT Ce, r1 t s !W1 Waris been reviewed for code compliance Pitkin County SES 26 2014SES 2 3 2014 All construction must comply with all adopted codes & regulations �C1>`T MUr7lhq Development 7KTHE 57RUCTUW ENGINEERS SEAL ON THIS DRAWING INDICATES TWAT THE INFORMATION SHOWN AND THE CALCULA77ONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED DY QUALIFIED PEOPLE UNDER THE DIRLCI70N OF THE ENGINEER--OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE INFORMA710N PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL THIS DRAWING AND SUCH RESPONSIBLUY IS SPECIFICALLY DISCLAIMED. ON PHASED OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED OCCUR CONTACT ARCHITECT FOR CLARIFICATION. TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMARON ONLY. Dp SF9 m .v, o n 42674 <' cc 09/15/2014. www.cunniffe.com o Lf) M -' C O t� cy) d? a G Oftftft CD h T LL CD O ry LID 04 0) yLO a] h -r M ,^ J VS/ O Vi N O ll.l a Lij _j LLJ _J LU W i- p U Ir * w M - a r Cq � J o0 Lu � O - O U �wM '7 X r ` W 0 V O a m � � o W C� >U� a41 LL L Z �- a �lME LU N P Z O U a W � a V ll N 4 KL&A, Inc. Structural Engineers and Builders 129 Emma Rd. A-1 Basalt Colorado 61821 " (970) 527 5174 F. (970) 927 51 D4 Gdden, GO - D.M CO - i laid, CD • Ba Bfi, CO 0 J V z O V Z DRAWING: BARN FIRST FLOOR PLAN D D 06-04-12 PERMIT SET 11-23.12 CONSTRUCTION SET 02.25-13 PERMIT 03-28-13 PERMIT REV 4 09-09-14 JOB NO. 1301136 SHEET N0. S2.1 B CapYright l�l2Of2KI8G1, Inc. Al FRAMING DETAIL SCALE 1" = 1'-0" 0136dt077 E CONT 2x6 ATTACHED W/ %2 00 THREADED STUDS 016'"OC 4 RE: PLAN T/STL HSS BEAM W/ 2x NAILER ATTACHED W/ PAF 0 610C 2x6 LEDGER, ATTACHED W/ (2) TLOK04 ® EA STUD FRAMING DETAIL SCALE 1" = 1'-0" 0136dtO81 (3) 1'/4 TAPERED LVL's, RE: SECTION (3) 13/ Xl 1 �113 LVL L---- — --10 RE: SECTION o C � 34 -------------------------- MOMENT CONNECTIONS TO BEAM �■■ ■ -- LJ ----- DIRECTION OF DECK SPAN OR 10 \S4. 6 DIRECTION OF REINFORCING V FRAME WALL ABOVE W/ WINDOW l4 14 H35 - 13/4X16 LVL o CN 13/4x16 LVLT W 00 i i FRAME WALL ABOVE W/ DOOR L ---------- H1 1 I I FRAME WALL BELOW SEE JOIST HANGER SCHEDULE i i 10 S4, 6 — - - (3) 13/ x11 7/8 LVL -- -- - --mow 1/SHLAIHING 1.1 SIMPSON UPSIDE DOWN HANGER, RE: PLAN & HANGER SCHED i I CURVED LLB, RE: PLAN FULL HEIGHT BLOCKING BTWN JOISTS FRAMINGFRANKING DETAIL SCALE 1" = 1'-0" -(3) 13/4 TAPERED LVL'5, (3) 13/4x11 %8 LVL RE: SECTION o C � 34 -------------------------- MOMENT CONNECTIONS TO BEAM �■■ ■ -- LJ ----- DIRECTION OF DECK SPAN OR THIS Lkdi4WING AND SUCH RESPONSBBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED DIRECTION OF REINFORCING V FRAME WALL ABOVE W/ WINDOW I I BEAM PENETRATION OP4 SEE BEAM PENETRATION SCHEDULE i i FRAME WALL ABOVE W/ DOOR L ---------- H1 1 I I FRAME WALL BELOW SEE JOIST HANGER SCHEDULE i i 10 S4, 6 — - - 1 f BEAM/GIRDER { ® �I �I I 35 -- -- cJ 13/4x16 LVL <� �- __l co = -13/x16 LVL- � �i 1 r-7 NI -- kl L—J �I I 1 11 1 I I I --- (3) 13/4x11 % LVL r BARN ROOF FRAMING PLAN SCALE 1/4" = 1'-0" 0136 PIan213 BARN ROOF PLAN NOTES: 1. BARREL ROOF FRAMING IS 2 LAYERS OF 3/8» SHEATHING ON WOOD I -JOISTS. PROVIDE FULL -HEIGHT 2x BLOCKING TIGHT BTWN ALL JOISTS 04'-0"OC MAX, 2. SEE S2,2 FOR OVERAL SECOND LEVEL & LOWER ROOF LAYOUT PLAN & PLAN LEGEND. 3. TYPICAL BUILT-UP STUD COL. WITHIN STUD WALL IS 3 -PART 2x6 DFL No. 2 GLUED & NAILED PER TYP. DETAILS, U.N.O. 4, SEE S1.0 & S1.1 FOR GENERAL NOTES & LOAD KEYS, 5. SEE S1.2 -S1,5 FOR TYPICAL DETAILS. VARIES Tom/ SHEATHING SIMPSON A35 SHEARWALL LOCATIONS, RE: PLAN & TYP DETAILS 0136dt055 (3) 13/4 TAPERED LA's_ RE: SECTION These plans have NOT been reviewed for Cade compliance SEP 2 6 2014 All construction must comply with all adapted Lades & regulations 34 ------ - ...-------------- I I I GARAGE ROOF, RE, 52.14 02 062014 PLAN LEGEND VvrYVrlL rL VVIYJ7I'fUVIlVlY CIP CONCRETE WALL ABOVE CIP CONC. WALL ABOVE W/ WINDOW CIP CONC, WALL ABOVE W/ DOOR r------- T----� CIP CONCRETE WALL BELOW RL ED MASONRY CONSTRUCTION JILLL l.VlYJ!lSUI.IIVlY RR BEAM/GIRDER RL = LEFT REACTION (k) RR = RIGHT REACTION (k) COLUMN ABOVE COLUMN BELOW rLmilf nc13 TL TRANSFER LOAD XXXK - r►VVU 4V/YJ IlLVVl1VIY �I ►-� MOMENT CONNECTIONS TO BEAM �■■ ■ FRAME WALL ABOVE INFORW7N N PREPARED BY 07HERS NCR FOR ANY INFDRWTTON NOT SHOWN ON DIRECTION OF DECK SPAN OR THIS Lkdi4WING AND SUCH RESPONSBBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED DIRECTION OF REINFORCING V FRAME WALL ABOVE W/ WINDOW I I BEAM PENETRATION OP4 SEE BEAM PENETRATION SCHEDULE �— FRAME WALL ABOVE W/ DOOR L ---------- H1 __---i FRAME WALL BELOW SEE JOIST HANGER SCHEDULE HEAVY TIMBER BEAM/GIRDER — - - - - — BEAM/GIRDER JOIST ® ® COLUMN ABOVE I� r-7 COLUMN BELOW L—J rLmilf nc13 TL TRANSFER LOAD XXXK '■■■'■■■■■■■■■■� = SERVICE LOAD �I ►-� MOMENT CONNECTIONS TO BEAM �■■ ■ MOMENT CONNECTIONS TO COLUMN INFORW7N N PREPARED BY 07HERS NCR FOR ANY INFDRWTTON NOT SHOWN ON DIRECTION OF DECK SPAN OR THIS Lkdi4WING AND SUCH RESPONSBBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED DIRECTION OF REINFORCING V BEAM POCKET I I BEAM PENETRATION OP4 SEE BEAM PENETRATION SCHEDULE �— BEAM WITH CONCRETE EMBED >� SEE TYPICAL DETAILS H1 H1 = JOIST HANGER SEE JOIST HANGER SCHEDULE Sce noteiiyl l -an -Pitkin Col. niy SEP 2 3 2014 Commune y Devealopment THE STRUCTURAL. ENGAVEERS SEAL ON THIS DRAWING I007ES TMT THE LJ11LnnL LLLMLIYIJ '■■■'■■■■■■■■■■� LATERAL ELEMENT ABOVE ONLY �■ LATERAL ELEMENT BELOW ONLY �■■ ■ LATERAL ELEMENT ABOVE AND INFORW7N N PREPARED BY 07HERS NCR FOR ANY INFDRWTTON NOT SHOWN ON BELOW THIS Lkdi4WING AND SUCH RESPONSBBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED WOOD SHEAR WALL DESIGNATION O 10' AND MINIMUM REQUIRED LENGTH TO BE PRa AHNW IN N47URE AND ARE ISSUED FOR RFU W710N ONLY. - SEE SHEAR WALL SCHEDULE HOLD DOWN FOR WOOD SHEAR HD WALL - SEE HOLD DOWN SCHEDULE Sce noteiiyl l -an -Pitkin Col. niy SEP 2 3 2014 Commune y Devealopment THE STRUCTURAL. ENGAVEERS SEAL ON THIS DRAWING I007ES TMT THE DID INFORMATION SHOWN AND THE CALCULA7M PERTAUWNG TO THAT IN a WTTON PERMIT SET HAVE OEEN PREPARED SY OLi4L1FTED PEOPLE UNDER THE WCWN OF THE CONSTRUCTION SET ENGINEER -OF -R RD. THE SEAL DOES NOT AMPLY fiEg NSI )TY FOR PERMIT INFORW7N N PREPARED BY 07HERS NCR FOR ANY INFDRWTTON NOT SHOWN ON THESE MWINGS ARE TO BE USED IN CONJUNCTION WITH THE THIS Lkdi4WING AND SUCH RESPONSBBLITY IS SPECIFICALLY DISCLAIMED. ON PHASED DRAWINGS ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL E4RLYWHERE PROJECTS DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED OF THE REQUIREMENTS ENTS FOR FOR THE CONSTRUCTION. CONNECTS TO BE PRa AHNW IN N47URE AND ARE ISSUED FOR RFU W710N ONLY. OCCUR CONTACT FOR CLARIFICATION V. a�P� a• R�G�s �F93 42674 p : 09115/2014: ��� Fss�oNAt_ ��� www.cunniffe.com W i U LO 04 O M CD o � G Q a a m 0 � r LO O ti N W J � W 0 O I- 01 WJ m W F-" 0 4 M - T. J • D M J VIr 00 W 00 0 U m r Z J o W m a 0 ° m� � U a* Q W LU ° N Z ° a w W CD N KL &A, Inc. Structural Engineers and Bviders 129 Emma Rd A-1 Basalt, C.b.do81621 ' (970) 9278 1 , 4 F. (970) 927 5194 Gddan, CO Oem . CO - Llud, CO • 6asalL CO 0 a 0 J 0 z 0 z 1.� DRAWING: BARN ROOF FRAMING PLAN DID 06-04-12 PERMIT SET 11.23.12 CONSTRUCTION SET 02-25.13 PERMIT 03-28-13 PERMIT REV 4 09-09-14 JOB NO. B0136 SHEET NO, S2.26 Cnnurinh4 t !' i 71177 VI ).h L,.. 02062014 WAk PLUMBING PLAN SCALE 1/4" = 1'-011 P2.0 B 22 of 22 COPYRIGHT 2011 ARCHITECTURAL ENGINEERING 0SULTANTS, O N Co co CCo O N O EO U CO O� 75 � oUoo (D '5) °° fA C U)V)C v c42) Of'` O .v_) o Q 6 F- U E ANN O Cu 0 C U) Ri JQNN I mu °� o2S co a) (0 0 (0 CU W >'It W � —j W U) O ai O L Co �-r- tp-'4' n 0 CID Q 0 Q 00 x X O m a ,,.nykYR,T%Cy{ 11'' t xa Er r� ry � 4 FY O ry _ O U o Z � Q � Z) N ov z_ Y H 0 - AEC PROJECT #: 11067 DATE: ISSUE: 02-14-14 ELECTRICAL PERMIT 02-28-14 EM PANEL REVISIONSA 03-05-14 INTERIOR OUTLET REV A 03-03-14 PERMIT REVISION #3 A 03-10-14 SM, ROOF, NOOK, BRIDGE REV A 04-08-14 ELECTRICAL REVISIONS A 06-12-14 ELEC. BARN REVISIONS A 09-09-14 PERMIT REVISIONS #4 A Drawn By: Checked By: IBZ TOC PLUMBING PLAN SCALE 1/4" = 1'-011 P2.0 B 22 of 22 COPYRIGHT 2011 ARCHITECTURAL ENGINEERING 0SULTANTS, GENERAL NOTES: 1. ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE. 2. ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL INCLUDE 1" LINER UNLESS OTHERWISE NOTED. ALL OUTSIDE AIR INTAKE AND ROUND DUCTWORK SHALL BE WRAPPED WITH 1.5" THICK INSULATION UNLESS OTHERWISE NOTED. 3. ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BE CONICAL TEES. 4. ALL SQUARE 90 DEGREE ELBOWS SHALL HAVE TURNING VANES. 5. ALL DUCTWORK SHALL BE RUN TIGHT TO UNDERSIDE OF STRUCTURE WHERE IT EXISTS UNLESS OTHERWISE NOTED. 6. ALL DUCTWORK PASSING THROUGH FIRE -RATED ASSEMBLIES SHALL INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. 7. COORDINATE ALL ACCESS PANEL LOCATIONS WITH THE ARCHITECT. 8. ALL SERVICEABLE EQUIPMENT LOCATED IN THE CRAWLSPACE MUST BE LOCATED WITHIN 20' OF A CRAWLSPACE ACCESS POINT OR A 5'6"X30" CLEAR PATHWAY ORIGINATING FROM AN ACCESS POINT. EQUIPMENT MUST BE ABLE TO BE REMOVED WITHOUT REQUIRING DEMOLITION OF DUCTWORK, PIPING, ETC. THIS DRAWING HAS CHANGED IN ITS ENTIRETY SHEET DETAIL NOTES; OCONNECT 1" HWSIR TO RM -13. OROUTE 1" HWSIR UP CHASE. O3 ROUTE 1" HWSIR UP. O4 ELECTRIC BASEBOARD HEATERS LOCATED IN THE CRAWLSPACE. TIE BASEBOARD HEATERS WITH THERMOSTAT TO MAINTAIN 50°F (ADJ.) RE: ELECTRIC PLANS FOR BASEBOARDS MODEL AND LOCATION. NORTH BARN CRAWLSPACE PIPING PLAN_ r SHEET DETAIL NOTES: OINSTALL LUXURY METALS GLOBE VENT 24" GRAVITY VENTILATOR ON THE ROOF. PROVIDE DRAFT DIVERTER AND BIRD SCREEN. CONFIRM DETAIL WITH ARCHITECT PRIOR TO PURCHASE. O2 INSTALL EF -16 AT THE BASE OF THE CUPOLA. SUSPEND WITH VIBRATION ISOLATION HANGERS & PROVIDE FLEXIBLE CANVAS MATERIAL TO SEAL THE FAN AT THE BASE OF THE CUPOLA. INSTALL TITUS 50F (OR EQUIVALENT) GRILLE BELOW THE FAN AND ENSURE THE FAN CAN BE SERVICED BY REMOVING THE GRILLE, COORDINATE THE — - - - GRILLE SIZE IN THE FIELD. REFER TO ARCHITECTURAL DETAILS. M1305.1.4 Appliances under floors. Under floor spaces containing appliances shall be provided with an unobstructed O ROUTE 1" HWSIR DOWN CHASE. PROVIDE VALVE AND CAP FOR passageway large enough to remove the largest FUTURE UNIT HEATER. COORDINATE CHASE AND ACCESS PANEL IN appliance, but not less than 30 inches (762 mm) high and 22 FIELD. inches (559 mm) wide, nor more than 20 feet (6096 mm) long measured along the centerline of the passageway from 4O VALVE AND CAP 1" HWS/R ABOVE BATHROOM CEILING FOR FUTURE the opening to the appliance. A level service space at least UNIT HEATER. COORDINATE ACCESS PANEL IN FIELD WITH PLUMBER 30 inches (762 mm) deep and 30 inches (762 mm)wide shall AND OTHER TRADES. be present at the front or service side of the appliance. If* the depth ol' the passageway or the service space exceeds 12 O ROUTE 4" EXHAUST TO EXTERIOR WALL AND TERMINATE AT A 6" x 6" inches (305 mm) below the adjoining grade, the walls of the PLENUM BEHIND THE DECORATIVE GRILLE. COORDINATE EXACT passageway shall be lined with concrete or masonry extending LOCATION WITH ARCHITECT. 4 inches (102 mm) above the adjoining grade in accordance with Chapter 4. The rough -framed access opening O INSTALL 2 STAGE HEATING AND 1 STAGE COOLING THERMOSTAT & dimensions shall be a minimum 01'30 inches by 30 inches CARBON MONOXIDE SENSOR (MACURCO CM -6 OR EQUAL) ON WALL AS (559 nTTn by 762 mm), and large enough to remove the largest SHOWN. PROVIDE CONTROL CONDUIT FROM TSTAT TO FUTURE UNIT appliance. HEATER LOCATIONS SO UNIT HEATERS CAN OPERATE AS 2ND STAGE Exceptions: HEATING WHEN INSTALLED. 1. The passageway is not required where the level service space is present when the access is open. and the appliance can be serviced and removed through the required opening. 2. Where the passageway is unobstructed and not `, 70 less than 5feet- six inches high and 30 inches11, _ _ wide for its entire length. thepassageway._� -.--_ .y shall not he limited in length. I RZ ff I 30 � -_ 1065 I: 1 Yd" HWSIR I I 2D M DI �D — — TO THE HOUSE. SEE M3.0 FOR I! CONTINUATION. M EF i I16 � RZ-30 EF -16 MD -1 MD -2 L MD -3 S T O4"0 EF -16 MD -1 EF � MD -2 I 15 MD -3 n �L-------------------J LJ 4 NORTH BARN LEVEL MECHANICAL PLAN_ r �4o1 ege p�afo e Gog �m�C�anc SSP � v j comP� w�,s UcUan m & tegula io co�\$Ved Dade a\\ ad Pitkin County SEP 2 3 2014 Commun'lty CeWopment 02062014��\,N BARN MECHANICAL PLAN ISCALE 1/411 = 1'-0" M260B 29 of 29 -0 COPYRIGHT 2011 ARCHITECTURAL ENGINEERING CONSULTANTS, INC.= O CN CO C10 � o (nM0� U_ to D o U 00 ' U) C C� Of` O �OQO U Q-0It E a)N X O C: � 0 0L —_ a) 7 N N Q06 2 CO (Q �. V JJ �t ti W L �w=o � Co w C a z- � co OC U-L5OC) o Q� (ti � d• Q, o N O Q X X O m O a '^ `+ 101 4jjj 4A., C 0 I..L = o O z U CN O U Z 1.1. AEC PROJECT #: 11067 DATE: ISSUE: 02-14-14 ELECTRICAL PERMIT 02-28-14 EM PANEL REVISIONSQ 03-05-14 INTERIOR OUTLET REV 03-03-14 PERMIT REVISION #3 Q 03-10-14 SM, ROOF, NOOK, BRIDGE REV 04-08-14 ELECTRICAL REVISIONS Q 06-12-14 ELEC. BARN REVISIONS 09-09-14 PERMIT REVISIONS #4 Drawn By; Checked By: 1BZ TOC BARN MECHANICAL PLAN ISCALE 1/411 = 1'-0" M260B 29 of 29 -0 COPYRIGHT 2011 ARCHITECTURAL ENGINEERING CONSULTANTS, INC.= GENERAL NOTES: 1. COORDINATE LOCATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN, SHEET DETAIL NOTES: OPROVIDE 1" CONDUIT WITH PULLWIRE FROM BARN SUBPANEL TO LOCATION OF FUTURE UNIT HEATERS. COORDINATE LOCATION OF FUTURE UNIT HEATERS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. OCOORDINATE LOCATION OF SITE PUMP WITH G.C. AND CIVIL ENGINEER PRIOR TO INSTALLATION. COORDINATE EQUIPMENT LOCATED IN CRAWLSPACE WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. BARN -1,3 BARN -17,19 M 2H $ BARN -7 ELECTRIC CAR CHARGER BARN -13 15 TO GARAGE DOOR ' WP GFI FI PROJECT: K2 RANCH PROJECT#: 11067 MOUNTING: RECESSED TYPE: QO RESIDENTIAL UNIT TAG MANUFACTURER & SERVICE MODEL NO- BARN SUB -PANEL CAPACITY (BTUH) ENGINEER: VOLTAGE: MAINS: AIC: ............... CTL 1201240V, 1P, 3W 400A MLO 10K KW V / PH / Hz EBB -1 PHASE BARN CRAWLSPACE 8 (D N 0 2,0 24011!60 PHASE 0 co LO 000 DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION z U o�-�E CL �? CF) WATER HEATER 5000 50 2 1 2 1 20 900 OUTLETS 1. > 5000 + 3 4 1 20 900 OUTLETS GARAGE DOOR 1200 20 1 5 6 1 20 230 BATHROOM & EF -15 GARAGE DOOR 1200 20 1 7 8 1 20 500 EF -16 GARAGE DOOR 1240 C O FD Q 0 20 1 9 10 0 X O SPACE GARAGE DOOR m 1200 20 1 11 12 0- 0 SPACE ELECTRIC CAR CHARGER 10000 100 2 13 14 2 80 6750 SITE PUMP VFD 11 10000 15 16 6750 1. CRAWLSPACE HEATER 1000 20 2 17 18 2 80 6750 SITE PUMP VFD 1000 19 20 6750 1. SPACE 0 21 22 0 SPACE SPACE 0 23 24 0 SPACE SPACE 0 25 26 0 SPACE SPACE 0 27 28 0 SPACE SPACE 0 29 30 0 SPACE SPACE 0 31 32 0 SPACE SPACE 0 33 34 0 SPACE SPACE 0 35 36 0 SPACE SPACE 0 37 38 0 SPACE SPACE 0 39 40 0 SPACE SPACE 0 41 42 0 S PAC E LOAD CALCULATION SUMMARY NOTE: PROVIDE ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE CIRCUIT BREAKERS FOR BRANCH CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT IN KITCHENS, BATHROOMS, AND GARAGES. CALCULATED POWER FACTOR: 0.89 CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS APPLIANCES 20000 83 15000 63 LIGHTING & RECEPT. 1980 8 1980 8 MECHANICAL 44350 185 47725 199 KITCHEN OVEN & DRYER 0 0 0 0 TOTAL 66330 276 64705 270 ELECTRIC BASEBOARD SCHEDULE OR EQUIVALENT UNIT TAG MANUFACTURER & SERVICE MODEL NO- LOCATION LENGTH (FT) CAPACITY (BTUH) ELECTRICAL DATA REMARKS KW V / PH / Hz EBB -1 BARN BERK02548W CRAWLSPACE BARN CRAWLSPACE 8 (D N 0 2,0 24011!60 CONNECT TOT -STAT AND HUMIDISTAT, COORDhNATE WITH MECHANICAL CONTRACTOR - BARN -14,16 SITE PUMP M O BARN -4 G I GFI WP ... GFI BARN SUBPANEL `FI BARN -2 WP GFI EXTERIOR M_-___-. ..�. ____MOUNTED CT, BUILT INTO CORNER OF ..... ........................ .... GARAGE. Thesa plans have NOT I been reviewed for code compliance I M I SEP 2 6 2014 I I All construction Aust comply with all adopted codes & regulations Pitkin County SEP 2 3 2014 Commun4 Cevai :pment AEC PROJECT #: 11067 O ISSUE: 0 N O a EM PANEL REVISIONS Q r 00 I u_ o J 0 Co (D N 0 Q � 0 co LO 000 09-09-14 � °v ' i U) U) 0 � O �aQO z U o�-�E CL �? CF) O c 70 a) U_ —_ V U) U O Q N N > + g � � M0(Dc0 w U LLI � ti ,.,LU (D _j w i ? U 000 O CU a-�-' r 0 L C O FD Q 0 Q 00x X O m 0 0- AEC PROJECT #: 11067 0 ISSUE: 0 ELECTRICAL PERMIT a EM PANEL REVISIONS Q 03-05-14 I o U J 0 Z 04-08-14 Q � ELEC. BARN REVISIONS 09-09-14 � z N 0 � z CL AEC PROJECT #: 11067 DATE: ISSUE: 02-14-14 ELECTRICAL PERMIT 02-28-14 EM PANEL REVISIONS Q 03-05-14 INTERIOR OUTLET REV A 03-03-14 PERMIT REVISION #3 Q 03-10-14 SM, ROOF, NOOK, BRIDGE REV A 04-08-14 ELECTRICAL REVISIONS Q 06-12-14 ELEC. BARN REVISIONS 09-09-14 PERMIT REVISIONS #4 Drawn By: Checked By: CTL AEC BARN POWER PLAN SCALE 114" = 1'-01' 290B 14 of 15 0 COPYRIGHT 2011 ARCHITECTURAL ENONEER;NC CONSULTANTS, INC. A WE PLUMBING FIXTURE CONNECTION SCHEDULE GAS SIZING SCHEDULE MANUFACTURER & MODEL NO DESCRIPTION WASTE VENT COLD WATER HOT WATER REMARKS LV JOB NAME: 1370 Owl Creek 1-1/2" PROJECT ELEVATION: 8000 A.S.L. JOB NUMBER: 11067 WATER CLOSET GAS VALUE: 770 BTU/CF DATE: 9/12/2014 BT GAS COMPANY: Source Gas PREPARED BY: TC - _S�ONFLOORPLANb. ENTIRE SHOWER, PROV Uh MAX PIPE RUN: 170 L. P. VARIES VARIES VARIES VITATST170NNEC71019TSHOWN ARE FOR CONNECTIONS TO HAND SHOWERS, RAIN HEADS, ETC. AS REQUIRED. 250 M. P. 1-1/2" 1-1/2" 1/2" 1/2" - KS TAG DESCRIPTION BTUH TABLE CFH SIZE - GR - GRILL _ --- 200,000 SCHEDULE 40 0.5 -PSI -0.3" WC 259.7 3/4" RANGE WOLF RANGE 99,200 SCHEDULE 40 0.5 PSI -0.3" WC 128.8 3/4" FP -1 BEDROOM 124 FIREPLACE 65,000 SCHEDULE 40 0.5 PSI -0.3" WC 84.4 1-1/2" FP -2 OFFICE 162 FIREPLACE 65,000 SCHEDULE 40 0.5 PSI -0.3" WC 84.4 Z) FP -3 MASTER BEDROOM FIREPLACE 100,000 SCHEDULE 40 0.5 PSI -0.3" WC 129.9 ZURN Z886 FP -4 FIREPIT` 200,000 SCHEDULE 40 0.5 PSI -0.3" WC 259.7 PROVIDE ZURN P6 -PDE -USA GRATE FP -5 DINING FIREPLACE 160,000 SCHEDULE 40 0.5 PSI -0.3" WC 207.8 STEAMIST FP -7 ROOF DECK FIREPLACE 116,000 SCHEDULE 40 0.5 PSI -0.3" WC 150.6 - B-1 BOILER 1 699,000 SCHEDULE 40 0.5 PSI -0.3" WC 907.8 WOODFORD MODEL 101 B-2 BOILER 2 699,000 SCHEDULE 40 0.5 PSI -0.3" WC 907.8 PROV IDE NON -SOFTENED WATER TO ALL HOSE BIBBS B-3 BOILER 3 699,000 SCHEDULE 40 0.5 PSI -0.3" WC 907.8 - - GENERATOR 0 SCHEDULE 40 0.5 PSI -0.3" WC 4,467.5 VARIES PFF POOL FIRE FEATURE 150,000 SCHEDULE 40 0.5 PSI -0.3" WC 194.8 ZURN Z125 HFF MASTER HOT TUB FIRE FEATURE 116,000 SCHEDULE 40 0.5 PSI -0.3" WC 150.6 - RD -2 MAIN -TOTAL 6,968,200 SCHEDULE 40 2.0 PSI -1.0 PSI 9,049.6 2" A WE PLUMBING FIXTURE CONNECTION SCHEDULE UNIT TAG MANUFACTURER & MODEL NO DESCRIPTION WASTE VENT COLD WATER HOT WATER REMARKS LV PLUMBING FIXTURE SPECIFICATIONS & HARDWARE SELECTION TO BE BY THE INTERIOR DESIGNER. FIXTURE ALLOWANCE NOT TO EXCEED THE ESTABLISHED BUDGET. LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" PROVIDE REVERSE OSMOSIS WATER TO ALL LAVATORIES EXCEPT MAIN LEVEL POWDER ROOMS. WC WATER CLOSET 3" 2" 1/2" - L -r-) m U)(0 QNO � N 062 BT BATHTUB 2" 1-1/2" 3/4" 3/4" - _S�ONFLOORPLANb. ENTIRE SHOWER, PROV Uh SH SHOWER VARIES VARIES VARIES VARIES VITATST170NNEC71019TSHOWN ARE FOR CONNECTIONS TO HAND SHOWERS, RAIN HEADS, ETC. AS REQUIRED. BSBARSINK SS -1A 1-1/2" 1-1/2" 1/2" 1/2" - KS KITCHEN SINK 2" 1-1/2" 3/4" 3/4" PROVIDE REVERSE OSMOSIS WATER TO ALL KITCHEN SINKS. LS LAUNDRY SINK 2" 1-1/2" 3/4" 3/4" - GW CLOTHESWASHER BOX 2" 1-1/2" 3/4" 3/4" - GS GARAGESINK 2" 1-1/2" 3/4" 3/4" � z Z) N 0 U FT ZURN Z886 FLOOR TRENCH 3" 2" -F 10.0 PROVIDE ZURN P6 -PDE -USA GRATE 1 60 30 DRAIN. GANG SS -2A & SS -26 TOGETHER WITH CONTROL CABLE STEAMIST DATE: FPHB-1 WOODFORD MODEL 17 FREEZEPROOF HOSE BIBB - - 3/4PROV TSG -10 IDE NON -SOFTENED WATER TO ALL HOSE BIBBS HB -1 WOODFORD MODEL 101 HOSEBIBB - - 3/4- 30 PROV IDE NON -SOFTENED WATER TO ALL HOSE BIBBS GO ZURNZN1400 CLEANOUT VARIES - - - - WOO ZURN Z1441 WALL CLEAN OUT VARIES - - - - RD -1 ZURN Z125 ROOF DRAIN 3" - - - - RD -2 ZURN Z165 ROOF DRAIN 3" - - - CONNECT 3" TO THE OVERFLOW DRAIN. COTG ZURN Z1400 CLEAN OUT TO GRADE VARIES - - - LOCATE WITHIN 5' OF THE BUILDING A to rN STEAM SHOWER UNIT SCHEDULE OR EQUIVALENT O N _O 00 OPER. UNIT MANUFACTURER & SERVES VOLUME HW PIPE FUEL WT' REMARKS KW V PH HZ TAG MODEL NO. L -r-) m U)(0 QNO � N 062 SIZE (LBS) WT. (LBS) STEAMIST MAX2240TML BARN HOT WATER OVE BARN ELEC. . W.N. _. W.- M� . M. .1 ML OPTION FOR LOW FLOW OPERATION MOUNT STEAM HEAD 18" OFF FLOOR ON SHOWER HEAD WALL AND CONTROLLER AT EYE LEVEL,25'MAX STEAM PIPE LENGTH, _xWXH=15"x6"x15.5",PROVIDE SS -1A TSG -12 GUEST BATH 127 1100 1/2" 12.0 208 1 60 50 DRAIN, GANG SS -1A & SS -1 B TOGETHER WITH CONTROL CABLE STEAMIST ---- 0 MOUNT STEAM HEAD 18" OFF FLOOR ON SHOWER HEADWALL AND CONTROLLERAT EYE LEVA,25'MAX STEAM PIPE LENGTH, LxWxH=15"x6"x15.5",PROVIDE SS -1B TSG -12 Q 1/2" 12.0 208 1 60 50 DRAIN. GANG SS -2A & SS -213 TOGETHER WITH CONTROL CABLE STEAMIST � z Z) N 0 U MOUNT STEAM HEAD 18" OFF FLOORON SHOWER HEADWALL ANDCONTROLLERAT EYE LEVEL,25'MAX STEAM PIPELENGTH, LxWxH = 15"x6N15.5", PROVIDE SS -2A TSG -10 GUEST BATH 121 900 1/2" 10.0 208 1 60 30 DRAIN. GANG SS -2A & SS -26 TOGETHER WITH CONTROL CABLE STEAMIST DATE: ISSUE: 02-14-14 ELECTRICAL PERMIT MOUNT STEAM HEAD 18" OFF FLOOR ON SHOWER HEADWALL AND CONTROLLERAT EYE LEVEL, 25'MAX STEAM PIPE LENGTH, LxWxH = 15"x6"x15.5", PROVIDE SS -2B TSG -10 03-05-14 1/2" 10.0 208 1 60 30 DRAIN. GANG SS -2A & SS -2B TOGETHER WITH CONTROL CABLE STEAMIST ELECTRICAL REVISIONS Q 06-12-14 ELEC. BARN REVISIONS A 09-09-14 PERMIT REVISIONS #4 A VE25'MAX STEAM PIPE LENGTH, LxWxH = 17.75NT5N15.5", PROVIDE MOUNT STEAM HEAD 18" OFF FLOORON SHOWER HEADWALL ANDCONTROLLERAT EYE LEL, SS -3A TSG -12 DGD TOC 1/2" 12.0 208 1 60 50 DRAIN. GANG SS -3A & SS -38 TOGETHER WITH CONTROL CABLES. STEAMIST MOUNT STEAM HEAD 18" OFF FLOOR ON SHOWER HEAD WALL AND CONTROLLER AT EYE LEVEL, 25MAX STEAM PIPE LENGTH, Lx WxH=17.75"x7.5"x15.5",PROVIDE SS -3B MASTER BATH 1650 1I2" 12.0 208 1 60 50 DRAIN. GANG SS -3A & SS -36 TOGETHER WITH CONTROL CABLES. TSG -12 STEAMIST MOUNT STEAMHEAD 18" OFF FLOOR ON SHOWER HEAD WALL AND CONTROLLER AT EYE LEVEL, 25'MAX STEAM RPELENGTH, Lx WxH=17.75"x7.5"x15.5",PROVIDE SS -3C TSG -12 1/2" 12.0 208 1 60 50 DRAIN. GANG SS -3A & SS -3B TOGETHER WITH CONTROL CABLES. EQUIVALENT O N _O 00 ELECTRICAL DATA MANUFACTURERMODEL UNIT MIANUFACTURER& SERVICE LOCATION FUEL .. OPER. REMARKS NO. TAG MODEL NO. L -r-) m U)(0 QNO � N 062 �_ III, WT. (LBS) WH -2 MAX2240TML BARN HOT WATER OVE BARN ELEC. . W.N. _. W.- M� . M. .1 ML OPTION FOR LOW FLOW OPERATION EXOA B X Q x :BRONZE PUMP, INTEGRAL TIMER, FIELD INSTALL AQUASTAT m ------------------------------------------------------------------ a. ---- INSTANTANEOUS WATER HEATER SCHEDULE OR EQUIVALENT O N _O 00 ELECTRICAL DATA L Lin UNIT MIANUFACTURER& SERVICE LOCATION FUEL STORAGE GPM@60°F OPER. REMARKS 0) CDii O N TAG MODEL NO. L -r-) m U)(0 QNO � N 062 (GAL) AT (S. L.) V / PH / Hz Kw WT. (LBS) WH -2 MAX2240TML BARN HOT WATER OVE BARN ELEC. N/A 1.3 240/1/60 11.5 4 ML OPTION FOR LOW FLOW OPERATION EXOA B X Q x O WE 2" STRAINER RPBFP: WILKINSS #975 ININId4-- /! T1 FULL SIZE DOWN 2" CW 1 BYPASS 2„ 2„ 2" METER WITH REMOTE READOUT PURCHASED FROM LOCAL WATER DISTRICT INSTALLED BY P.C. IRRIGATION SYSTEM, PIPING & EQUIPMENT PROVIDED BY DESIGN BUILD CONTRACTOR. BACKFLOW PREVENTER IS REQUIRED. 2" CW FIRE PROTECTION SYSTEM, PIPING & EQUIPMENT PROVIDED BY DESIGN BUILD FIRE PROTECTION CONTRACTOR. F.P.C. TO VERIFY PIPE SIZING PRIOR TO INSTALLATION. 2" DUCTILE IRON COMBINATION WATER AND FIRE PROTECTION SERVICE BY THE CIVIL CONTRACTOR. REFERENCE THE SITE PLAN FOR CONTINUATION. EXACT LOCATION, CURB STOP & INVERT ELEVATIONS. VERIFY LINE SIZE WITH FIRE PROTECTION CONTRACTOR PRIOR TO INSTALLATION. LOCKABLE BYPASS DOMESTIC WATER & FIRE PROTECTION ENTRY DETAIL NO SCALE 212" CW TO RESIDENCE GAS SHUT OFF VALVE TYP. ALUMINUM VENT, SIZE PER CODE BASED UPON LENGTH 21b - 8" W.C. GAS REGULATROR MEDIUM �OaaTe�S.a, PRESSURE GAS INE L `oda NO /,6 MIN. J SFP co/77 DRIP LEG a/daop��uot/o/ 2ZOJQ L6W PRESSURE GAS LINE J 6" MIN. DRIP LEG m CO � a9u/at�o Seth TYPICAL GAS REGULATOR CONNECTION DETMkkin Coun. NO SCALE SEP 2 3 2014 02062014 W* 1_ W Cvr .G n zv! raYn„LY i V".0 -1 -1 u"u O N _O 00 4 o C: L Lin 0 000 fn U)viC,t C O I\ � d) O > O LQI� rn U o�r� 0) CDii O N OS U C:-0 LL- L -r-) m U)(0 QNO � N 062 0600 (1) FU CD 6 co wLu �J=00 U) 0 -) U _ UU O C 00 0 L 0'q Q ! X 0 0 L � Q 00 � X Q x O m 0 a. 0 Q 0 i U 0 Z 0 Q � � z Z) N 0 U Z I- LL AEC PROJECT #: 11067 DATE: ISSUE: 02-14-14 ELECTRICAL PERMIT 02-28-14 EM PANEL REVISIONS 03-05-14 INTERIOR OUTLET REV A- 03-03-141 PERMIT REVISION #3 A- 03-10-14 SM, ROOF, NOOK, BRIDGE REV 04-08-14 ELECTRICAL REVISIONS Q 06-12-14 ELEC. BARN REVISIONS A 09-09-14 PERMIT REVISIONS #4 A Drawn By: Checked By: DGD TOC PLUMBING SCHEDULES P1.1 2 of 22 1_ W Cvr .G n zv! raYn„LY i V".0 -1 -1 u"u GeveicIpmer DRAWING: FLOOR PLAN ISSUE: DATE. DD PRICING SET 3-14-12 PERMIT SET 3-28-13 REVISIONS 4-3-13 PERMIT REV 4 9-9-14 ASI 190 9-9-14 PERMIT REV 5 11-6-14 ASI 212 11-6-14 JOB NO. 1133 SHEET NO. A2.O9 N0. 1133 SHEET NO. A2.1B (i�jOFYRIGHT Ld1 KIS LUNN'.FFf AR, HI I O. ROOF ELEV. II9' - 6 3/8" B.O.EAVE ELEV. 113 =3"� a m N 6 MAIN HOUSE FIRST FLOOR FIN. ELEV. —=10(5-7-37 IN. FL. \ ELEV. = 99' - 6" HOU5E BARN SEE A5.4/4 KEYNOTES STONE VENEER MATCH RESIDENCE 2 TRE5PA METEON RAIN5GREEN COLOR �NA09 aPPEFIN15HED MTL. PANEL MATCH RESIDENCE DOWN SPOUT AT EXTERIOR 4 SIDE OF WALL, IN GAP AT STONE- OUTBOARD F5] GALVANIZED 5TL. ANGLE TRUSS FCANTILEVERED MTL. GLAD STL. CANOPY W/ SINGLE -PLY ROOF 5TL. GALVANIZED DECORATIVE E n 1 LOUVER OVER WALL SYSTEM A4. F1 ElPRE -FINISHED MTL. WALL BASE � I SOUTH ELEVATION I/4" = 11-01, 1 1.2 2 1.1 A4.1 I EAST ELEVATION 1/411 - 1.-011 NOV 06 2014 Community Ceveiopment www.cunniffe.com ti un o � rn M O co m N O U Lli U- m m U �M CN co rn r_ W LuLu H L M z co60 coo z U U U L Z Q = o cf) U U wco co o� M co lW, 2 O J z ¢ w �U t/ ) Q H 4-3-13 m Z W 9-9-14 PERMIT REV 5 J uj Qo 11-6-14 n/ Z ¢ o 0 Q 0 r = o cf) U U wco co o� M co lW, 2 O J z z o Q Q H 4-3-13 m Z YO 9-9-14 PERMIT REV 5 11-6-14 ASI 212 11-6-14 Y H DRAWING: ELEVATIONS ISSUE: DATE: DD PRICING SET 3-14-12 PERMIT SET 3-28-13 _ REVISIONS 4-3-13 PERMIT REV 4 9-9-14 ASI 190 9-9-14 PERMIT REV 5 11-6-14 ASI 212 11-6-14 JOB NO. 1133 1 SHEET NO. A3.1B Lmmmmmmmmmmmmmi :'IIS rC FTMT-_T: r I I -2.' i c/ i IO•_2 �� I' -I°" 10'_2" 0 1 305 10'_2" i I J v 0 L 1 se" notes #1 wares .,.WE "VOR CODE COMK�ANCE CoUnly N''UU 06 2014 Unify Eeyc9GFtt3�ni 02492014V�GlNo - No www.cunniffe.com c/) 1 U LWL 1T I I..L_ w LL u— z z D U U) W J U NIP Uz z 9a m N Y r � V � O O M N CD OJ N O � f� O X rn LcoQ 00 � m u -i eo rn � 0 0 rn m J J F W Ln M V O 00 aD O O U U iyj W Of U) J W H W Q O Z 0 Q O U U woc) O M M O DRAWING: ISSUE: WINDOW SCHEDULE PERMIT SET 3-28-13 REVISIONS WINDOW PERMIT REV 4 9-9-14 ASI 190 9-9-14 FINISH DETAILS ASI 212 11-6-14 NUMBER SIZE (WzH) I F F OPERATION MANF. INTERIOR EXTERIOR HEAD JAMB SILL MISC. U -VALUE REMARKS SHADE Cl 10'-Z'X 1'-6" FIXED 0.35 C2 10'-2" X 1'-6" FIXED 0.35 C3 10'-2" X l'-6" FIXED 0.35 CA T-0" X T-6" AWNING OVER FIXED 0.35 THREE PANEL SYSTEM C5 3'-2" X 2'-6" ANMING 0.35 TRANSOM C6 Z-0" X 4'-0" CASEMENT 0.35 C7 10'-2" X 1'-6" FIXED 0.35 C8 10'-2" X V-6" FIXED 0.35 C9 10'-2" X 1'-6" FIXED 0.35 _ A DOOR SCHEDULE DOOR MATERIALS DETAILS INFO NUMBER OPERATION WIDTH HEIGHT THICK TYPE DOOR FRAME HEAD JAMB SILL U -VALUE MANF. MODEL SHADE SCREEN REMARKS 301 SWING 3'-8" 11'-0" WD 302 UPACTING 10'-2" 11'-0" WD BARNDOOR 303 UPACTING 10'-2" 11'-0" WD BARN DOOR 304 SWING 11'-2" 12'-0" WD 305 UPACTING 10'-2" 11'-0" WD BARN DOOR 306 SWNG 3'-2" 8'-8" WD GRABILL ENTRY WITH KEYPAD 307 SWING 3'-0" 7'-6" WD 308 POCKET 2'-4" 7'-6" WD 309 UPACTING 10'-2" 11'-0" WD se" notes #1 wares .,.WE "VOR CODE COMK�ANCE CoUnly N''UU 06 2014 Unify Eeyc9GFtt3�ni 02492014V�GlNo - No www.cunniffe.com c/) 1 U LWL 1T I I..L_ w LL u— z z D U U) W J U NIP Uz z 9a m N Y r � V � O O M N CD OJ N O � f� O X rn LcoQ 00 � m u -i eo rn � 0 0 rn m J J F W Ln M V O 00 aD O O U U iyj W Of U) J W H W Q O Z 0 Q O U U woc) O M M O DRAWING: ISSUE: DATE: IkIat�°W3-14-12 PERMIT SET 3-28-13 REVISIONS 4-3-13 PERMIT REV 4 9-9-14 ASI 190 9-9-14 PERMIT REV 5 11-6-14 ASI 212 11-6-14 JOB NO. 1133 SHEET N0. 02.492014Q PLAN LEGEND CONCRETE CONSTRUCTION CIP CONCRETE WALL ABOVE CIP CONC. WALL ABOVE W/ WINDOW CIP CONC. WALL ABOVE W/ DOOR . L______________J CIP CONCRETE WALL BELOW MASONRY WALL ABOVE MASONRY WALL ABOVE W/ WINDOW MASONRY WALL ABOVE W/ DOOR Ti MASONRY WALL BELOW F1 LATERAL ELEMENT ABOVE ONLY RL RR BEAM/GIRDER XXX x'-rr" RL = LEFT REACTION (k) F1 = FTG TYPE, RR = RIGHT REACTION (k) -i- COLUMN ABOVE FRAME WALL ABOVE B1A = BASE PLATE TYPE THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DECLAIMED. ON PHASED r! -1 COLUMN BELOW HD SEE KEYED NOTES F1 LATERAL ELEMENT ABOVE ONLY INFDRALABON SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION WOOD CONSTRUCTION XXX x'-rr" LATERAL ELEMENT ABOVE AND F1 = FTG TYPE, SEE FTG SCHEDULE XXXX'-YY" = T.O. FTG ELEV FRAME WALL ABOVE B1A = BASE PLATE TYPE THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DECLAIMED. ON PHASED SEE BASE PLATE SCHEDULE <a> FRAME WALL ABOVE W/ WINDOW HD SEE KEYED NOTES S S FOOTING/FOUNDATION STEP FRAME WALL ABOVE W/ DOOR -------------- L______________ 7� = SERVICE LOAD FRAME WALL BELOW MOMENT CONNECTIONS TO BEAM Q MOMENT CONNECTIONS TO COLUMN HEAVY TIMBER BEAM/GIRDER DIRECTION OF DECK SPAN OR —'----- DIRECTION OF REINFORCING u BEAM/GIRDER u BEAM PENETRATION OP4 JOIST �— ® ® ® COLUMN ABOVE H1 = JOIST HANGER d COLUMN BELOW WWI F1 LATERAL ELEMENT ABOVE ONLY INFDRALABON SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION FOOTING NOTATION XXX x'-rr" LATERAL ELEMENT ABOVE AND F1 = FTG TYPE, SEE FTG SCHEDULE XXXX'-YY" = T.O. FTG ELEV Bl—A]. B1A = BASE PLATE TYPE THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DECLAIMED. ON PHASED SEE BASE PLATE SCHEDULE <a> KEYED NOTE HD SEE KEYED NOTES S S FOOTING/FOUNDATION STEP TRANSFER LOAD XXXK 7� = SERVICE LOAD �I MOMENT CONNECTIONS TO BEAM Q MOMENT CONNECTIONS TO COLUMN a DIRECTION OF DECK SPAN OR DIRECTION OF REINFORCING u BEAM POCKET u BEAM PENETRATION OP4 SEE BEAM PENETRATION SCHEDULE �— BEAM WITH CONCRETE EMBED R SEE TYPICAL DETAILS H1 H1 = JOIST HANGER SEE JOIST HANGER SCHEDULE these patio oO i � o O�anoe been Te\1.00 d NpV 10 2018 With Pini ad co�lslllklecd` Ode us s& Te9 Pa ions a CJS Pitkin Goi.I NOV community I-lE've-i4mer, THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES TWAT THE LATERAL ELEMENT ABOVE ONLY INFDRALABON SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION LATERAL ELEMENT BELOW ONLY H4E BEEN PREPARED BY OWNTFIED PEOPLE UNDER THE DIRECTION OF THE LATERAL ELEMENT ABOVE AND ENGINEER -OF -RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR BELOW 03.28.13 WOOD SHEAR WALL DESIGNATION O 10' AND MINIMUM REQUIRED LENGTH THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DECLAIMED. ON PHASED - SEE SHEAR WALL SCHEDULE AHOLD DOWN FOR WOOD SHEAR WALL - SEE HOLD DOWN HD SCHEDULE these patio oO i � o O�anoe been Te\1.00 d NpV 10 2018 With Pini ad co�lslllklecd` Ode us s& Te9 Pa ions a CJS Pitkin Goi.I NOV community I-lE've-i4mer, THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES TWAT THE DD INFDRALABON SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION PERMIT SET H4E BEEN PREPARED BY OWNTFIED PEOPLE UNDER THE DIRECTION OF THE CONSTRUCTION SET ENGINEER -OF -RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR PERMIT 03.28.13 INFORMA770N PREPARED AN BY OTHERS NOR FOR Y INFORAARON NOT SHOWN ON THESE DRAWINGS ARE 70 BE USED IN CONJUNCTION WITH THE THIS DRAWING AND SUCH RESPONSIBLITY IS SPECIFICALLY DECLAIMED. ON PHASED ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEWLY DEFINE ALL PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED STALL BE CONSIDERED OF THE REOUIREMENTS FOR THE CONSTRUCRON. WHERE CONFLICTS TO BE PREUAIINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. OCCUR CONTACT ARCHITECT FOR CLWIFIG4770N. 42674 < 11/05/2014..- ........... ... ' A/0M www.cunniffe.com KL &A, Inc. Structural Engineers and Builders 129 E.m . 11 6aMIL cobmd-81621 P: IW0)9276174 F.(97n)9276194 Gdd, CO . N. CO . LmeaM. CO . Baso CC zt oc N m DRAWING: BARN FOUNDATION PLAN DD 06.04-12 PERMIT SET 11.23.12 CONSTRUCTION SET 02-25.13 PERMIT 03.28.13 PERMIT REV 4 09.09.14 JOB NO, 80136 S2.0B Copyright n 2012 KL&.A, Inc ■ s k�e N0v 1 2p1 \Y v \\h P\\Cohotorl\ooa ss$ Cegpatons 2\\ 2d Stir, knoles A ki" Pitkin County NOV 06 2014 ^emmunotyl Cevaicpment THE STRUCTURAL ENGINEERS SEN. ON THIS DRAWING INDICATES TMT THE DO INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO 7HAT INFORMATION ' HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE a ENGINEER -OF -RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR THESE THESE ARE TO BE USED IN CONJUNCTION WIM THE 03.28.13 INFORAOTTON PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON ERNECONFLALL ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL THIS DRAWWG AND SUCH RESPONSIBLIIY IS SPECIFICALLY DISCLAIMED ON PHASED CD PROJECTS, DRAWINGS TTWT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED AR THE REQUIREMENTS FOR THE CONSIRCTITO WHERE CTS ENT S FORECT TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORM4TION ONLY. OCCUR CONTACT FOR CLARIFICATION. o CAI i 42674 < 11/05/2014: 600 `oma www.cunniffe.com KL&A, Inc. Structural Engineers and Builders 129 Emma na. F-1 Basalt Ooama o81621 P'. 1970) 9275176 F'. (970) 9275190 noiaa. cc. Co. t�Valam,Co • Baaatoo DRAWING: BARN FIRST FLOOR PLAN DO r n 11.23-12 a 02.25.13 In 03.28.13 PERMITREV4 17 CD r 1 o vI x LL x(nLL Q m LL M * r cl) m 1 V C m u N04 Ea V/ N Lli Lij _j ° W H U ~ x w * a M � c r Go 00 00 w 0. KL&A, Inc. Structural Engineers and Builders 129 Emma na. F-1 Basalt Ooama o81621 P'. 1970) 9275176 F'. (970) 9275190 noiaa. cc. Co. t�Valam,Co • Baaatoo DRAWING: BARN FIRST FLOOR PLAN DO 06.04.12 PERMIT SET 11.23-12 CONSTRUCTION SET 02.25.13 PERMIT 03.28.13 PERMITREV4 09.09.14 JOB NO. B0136 SHEET N0. S2■1B 1 CoovriaFt ifi 7077 Kt kA. Jnr, GRID C V4 ARCHITECTURALLY EXPOSED CHANNEL, SEE PLAN, RE:ARCH FOR FINISHES I I I I FRAMING DETAIL SCALE 1" = 1'-0" M - 3 1.1 E SIMPSON UPSIDE \ \ DOWN HANGER, RE. CONT 2x6 ATTACHED W/ V200 PLAN & HANGER THREADED STUDS 01610C SCHED � I V4 - 7 I RE: PLAN I T/STL I I ------------- � I I / I I HSS BEAM W/ 2x NAILER ATTACHED W/ PAF 0 6 -OC CURVED GLB, 2x6 LEDGER, ATTACHEDRE: PLAN ' W/ (2) TLOK04 0 EA STUD Y RE PLAN T/STL 0136dtO77 FRAMING DETAIL SCALE 1" = 1'-0" 1/JHLA I HI N(i 0136dt081 TO HSS V. TYP BARN ROOF FRAMING PLAN SCALE 1/4" = 1'-0" BARN ROOF PLAN NOTES: 0136 PIan2B 1. BARREL ROOF FRAMING IS 2 LAYERS OF 3VB" SHEATHING ON WOOD 1—JOISTS. PROVIDE FULL—HEIGHT 2x BLOCKING TIGHT BTWN ALL JOISTS 04'—O"OC MAX. 2. SEE S2.2 FOR OVERAL SECOND LEVEL & LOWER ROOF LAYOUT PLAN & PLAN LEGEND. 3. TYPICAL BUILT—UP STUD COL, WITHIN STUD WALL IS 3—PART 2x6 DFL No. 2 GLUED & NAILED PER TYP. DETAILS, U.N.O. 4. SEE S1.0 & S1.1 FOR GENERAL NOTES & LOAD KEYS, 5. SEE S1.2—S1.5 FOR TYPICAL DETAILS. SCALE 1" = 1'-0" FULL HEIGHT BLOCKING BTWN JOISTS VARIES T/�SHEAI G SIMPSON A35 SHEARWALL LOCATIONS, RE: PLAN & TYP DETAILS G DETAIL 0136dtO55 34 34 (3) 13/4 TAPERED LVL's, RE: SECTION X124920°ti,y,� PLAN LEGEND CONCRETE CONSTRUCTION -- CIP CONCRETE WALL ABOVE I— CIP CONC. WALL ABOVE W/ WINDOW CIP CONC. WALL ABOVE W/ DOOR --- - CIP CONCRETE WALL BELOW MASONRY WALL ABOVE MASONRY WALL ABOVE W/ WINDOW MASONRY WALL ABOVE W/ DOOR FMASONRY WALL BELOW L------------- -J RL RR BEAM/GIRDER RL = LEFT REACTION (k) RR = RIGHT REACTION (k) -i- COLUMN ABOVE COLUMN BELOW n' u, llvo FiFOOTING LATERAL ELEMENT ABOVE ONLY EIIIIIIIIIIIII WOOD CONSTRUCTION XXXX'—YY" LATERAL ELEMENT ABOVE AND F1 = FRAME WALL ABOVE XXXX'—YY" = T.O. FTG ELEV FB—IA]. FRAME WALL ABOVE W/ WINDOW HIVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE SEE BASE PLATE SCHEDULE z FRAME WALL ABOVE W/ DOOR [______________; FRAME WALL BELOW S S FOOTING/FOUNDATION STEP LL HEAVY TIMBER BEAM/GIRDER ------- = SERVICE LOAD �I BEAM/GIRDER O — MOMENT CONNECTIONS TO COLUMN JOIST ® ® 8 COLUMN ABOVE u BEAM PENETRATION d COLUMN BELOW OP4 �— BEAM WITH CONCRETE EMBED R n' u, llvo FiFOOTING LATERAL ELEMENT ABOVE ONLY EIIIIIIIIIIIII NOTATION XXXX'—YY" LATERAL ELEMENT ABOVE AND F1 = FTG TYPE, SEE FTG SCHEDULE XXXX'—YY" = T.O. FTG ELEV FB—IA]. B1A = BASE PLATE TYPE HIVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE SEE BASE PLATE SCHEDULE z KEYED NOTE HD SEE KEYED NOTES S S FOOTING/FOUNDATION STEP LL TRANSFER LOAD XXXK T�XxXK = SERVICE LOAD �I MOMENT CONNECTIONS TO BEAM O — MOMENT CONNECTIONS TO COLUMN DIRECTION OF DECK SPAN OR e DIRECTION OF REINFORCING u BEAM POCKET u BEAM PENETRATION SEE BEAM PENETRATION SCHEDULE OP4 �— BEAM WITH CONCRETE EMBED R SEE TYPICAL DETAILS Hi H1 = JOIST HANGER 01 SEE JOIST HANGER SCHEDULE l ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i LATERAL ELEMENT ABOVE ONLY EIIIIIIIIIIIII LATERAL ELEMENT BELOW ONLY � ■ LATERAL ELEMENT ABOVE AND 1C_1 BELOW to WOOD SHEAR WALL DESIGNATION AO 10' AND MINIMUM REQUIRED LENGTH HIVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE — SEE SHEAR WALL SCHEDULE ENGINEER -OF -RECORD. THE SELL DOES NOT IMPLY RESPONSIBILITY FOR INFORAMT10N PREPARED BY OTHERS NOR FOR ANY INFORAMPON NOT SHOWN ON HOLD DOWN FOR WOOD SHEAR WALL — SEE HOLD DOWN HD SCHEDULE �Se peaFo °°de cA � n ee 0 .ri�t'c` oG ae 5& e9p�at�p°5 P\y�� ad°PAea sge Aro KL&A, Inc. Structural Engineers and Buildem 129 Emma 1W. 11 9eseq C..do 01621 P1970)9275174 F'. (970) 9275194 1110n. C0 • Nrw ,CO • Lu.9an,C0 • 8.eAIC 0 g� LCL 0 0 U Z u Z FL DRAWING: BARN ROOF FRAMING PLAN Pitkin County M L� I�pf yp M 1C_1 O1iTmuni4Cev 'opm'z?'1% to V O O N HIVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE 0) ENGINEER -OF -RECORD. THE SELL DOES NOT IMPLY RESPONSIBILITY FOR INFORAMT10N PREPARED BY OTHERS NOR FOR ANY INFORAMPON NOT SHOWN ON THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WRH THE THIS DRAWING AND SUCH RESPONSIOUTY LS SPECIFICALLY DISCLAIMED ON PHASED ARCHITECTURAL DRAWINGS ON THE PROTECT TO CLEWLY DEFINE ALL AR THE REQUIREMENTS DRAWINGS FOR THE CONSTRUCTION WHERE CONFLICTS ENT S FORECT PROJECTS, DRAWINGS TH4T ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED LL LL * M m p r 1 .^ _I N p W r II C 01 M WLU a W J o W U Hu � x w * o M � N 00 w 00 00 O U V W Z J x W 0 m r , IL y Z a V Q m « � o uj Q u QN U Z1— '< W 0 Lu U) K 2 y o � Z o Q F- CD C4 C N V Cr0 KL&A, Inc. Structural Engineers and Buildem 129 Emma 1W. 11 9eseq C..do 01621 P1970)9275174 F'. (970) 9275194 1110n. C0 • Nrw ,CO • Lu.9an,C0 • 8.eAIC 0 g� LCL 0 0 U Z u Z FL DRAWING: BARN ROOF FRAMING PLAN Pitkin County 06.04-12 PERMIT SET 11.23-12 NOV 06 2014 02.25-13 O1iTmuni4Cev 'opm'z?'1% THE S7RUC7UHLL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE PiREVPERMIT INMR94WN SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HIVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER -OF -RECORD. THE SELL DOES NOT IMPLY RESPONSIBILITY FOR INFORAMT10N PREPARED BY OTHERS NOR FOR ANY INFORAMPON NOT SHOWN ON THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WRH THE THIS DRAWING AND SUCH RESPONSIOUTY LS SPECIFICALLY DISCLAIMED ON PHASED ARCHITECTURAL DRAWINGS ON THE PROTECT TO CLEWLY DEFINE ALL AR THE REQUIREMENTS DRAWINGS FOR THE CONSTRUCTION WHERE CONFLICTS ENT S FORECT PROJECTS, DRAWINGS TH4T ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED OCCUR CONTACT FOR CLARIFICATION I. TO BE PREUMIMW IN N4TURE AND ARE ISSUED FOR INFORM47ION ONLY. KL&A, Inc. Structural Engineers and Buildem 129 Emma 1W. 11 9eseq C..do 01621 P1970)9275174 F'. (970) 9275194 1110n. C0 • Nrw ,CO • Lu.9an,C0 • 8.eAIC 0 g� LCL 0 0 U Z u Z FL DRAWING: BARN ROOF FRAMING PLAN DD 06.04-12 PERMIT SET 11.23-12 CONSTRUCTION SET 02.25-13 PERMIT 03.28.13 PiREVPERMIT 09-09.14 JOB NO. B0136 SHEET N0. SIM Copyright VCl 2012 KLAA, Inc. GENERAL NOTES: 1. ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE. 2. ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL INCLUDE 1" LINER UNLESS OTHERWISE NOTED. ALL OUTSIDE AIR INTAKE AND ROUND DUCTWORK SHALL BE WRAPPED WITH 1.5" THICK INSULATION UNLESS OTHERWISE NOTED. 3. ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BE CONICAL TEES. 4. ALL SQUARE 90 DEGREE ELBOWS SHALL HAVE TURNING VANES. 5. ALL DUCTWORK SHALL BE RUN TIGHT TO UNDERSIDE OF STRUCTURE WHERE IT EXISTS UNLESS OTHERWISE NOTED. 6. ALL DUCTWORK PASSING THROUGH FIRE -RATED ASSEMBLIES SHALL INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. 7. COORDINATE ALL ACCESS PANEL LOCATIONS WITH THE ARCHITECT. 8. ALL SERVICEABLE EQUIPMENT LOCATED IN THE CRAWLSPACE MUST BE LOCATED WITHIN 20' OF A CRAWLSPACE ACCESS POINT OR A 5'6"X30" CLEAR PATHWAY ORIGINATING FROM AN ACCESS POINT. EQUIPMENT MUST BE ABLE TO BE REMOVED WITHOUT REQUIRING DEMOLITION OF DUCTWORK, PIPING, ETC. EF 17 0 Ant SHEET DETAIL NOTES: OCONNECT 1" HWS/R TO RM -13. OROUTE 1" HWS/R UP CHASE. OROUTE 1" HWS/R UP. OPROVIDE PANASONIC FV-05-11VK1 EXHAUST FAN. RUN CONTINUOUSLY ON LOW SPEED, AND INCLUDE CONDENSATION SENSOR TO RAMP UP TO HIGH SPEED WHEN RH EXCEEDS 60% (ADJ.). COVER 12x4 (UNLINED) TRANSFER GRILLE TERMINATION WITH 8 WIRE BARN CRAWLSPACE PIPING PLAN SCALE: 1/4" = 1'0" —1Ya"HWS/R TO THE HOUSE. SEE M3.0 FOR CONTINUATION. M1305.1.4 Appliances under floors. Under floor spaces containing appliances shall be provided with an unobstructed passageway large enough to remove the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide, nor more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. A level service space at least 30 inches (762 min) deep and 30 inches (762 mm)wide shall be present at the front or service side of the appliance. If the depth of the passageway or the service space exceeds 12 inches (305 mm) below the adjoining grade, the walls of the passageway shall be lined with concrete or masonry extending 4inches (102 mm) above the adjoining grade in accordance with Chapter 4. The rough -framed access opening dimensions shall be a minimum of 30 inches by 30 inches (559 mm by 762 nim), and large enough to remove the largest appliance. Exceptions: 1. The passageway is not required where the level service space is present when the access is open, and the appliance can be serviced and removed through the required opening. 2. Where the passageway is unobstructed and not less than 5feet six inches high and 30 inches wide for its entire length, the passageway shall not be limited in length. SHEET DETAIL NOTES: tO INSTALL LUXURY METALS GLOBE VENT 24" GRAVITY VENTILATOR ON THE ROOF. PROVIDE DRAFT DIVERTER AND BIRD SCREEN. CONFIRM DETAIL WITH ARCHITECT PRIOR TO PURCHASE. OINSTALL EF -16 AT THE BASE OF THE CUPOLA. SUSPEND WITH VIBRATION ISOLATION HANGERS & PROVIDE FLEXIBLE CANVAS MATERIAL TO SEAL THE FAN AT THE BASE OF THE CUPOLA. INSTALL TITUS 50F (OR EQUIVALENT) GRILLE BELOW THE FAN AND ENSURE THE FAN CAN BE SERVICED BY REMOVING THE GRILLE. COORDINATE THE GRILLE SIZE IN THE FIELD. REFER TO ARCHITECTURAL DETAILS. OROUTE 1" HWS/R DOWN CHASE. PROVIDE VALVE AND CAP FOR FUTURE UNIT HEATER. COORDINATE CHASE AND ACCESS PANEL IN FIELD. OVALVE AND CAP 1" HWS/R ABOVE BATHROOM CEILING FOR FUTURE UNIT HEATER. COORDINATE ACCESS PANEL IN FIELD WITH PLUMBER AND OTHER TRADES. OROUTE 5" EXHAUST TO EXTERIOR WALL AND TERMINATE AT A 6" x 6" PLENUM BEHIND THE DECORATIVE GRILLE. COORDINATE EXACT LOCATION WITH ARCHITECT. OINSTALL 2 STAGE HEATING AND 1 STAGE COOLING THERMOSTAT & CARBON MONOXIDE SENSOR (MACURCO CM -6 OR EQUAL) ON WALL AS SHOWN. PROVIDE CONTROL CONDUIT FROM TSTAT TO FUTURE UNIT HEATER LOCATIONS SO UNIT HEATERS CAN OPERATE AS 2ND STAGE HEATING WHEN INSTALLED. These p��foS ca e'OM ante been reviewetl NOV .1 � 1014 NORTH U„ Complyo with All const/ tloodes & regulations BARN LEVEL MECHANICAL PLAN adoPked SCALE: 1/4" = 1'0" tie � ifkin County NOV 0 6 2014 �cmmunity Ceveicpment 02492014 fMVi O N CO r 00 ice-+ O CCU V 0 () I N a> .N 00 Cn U) �d C C: CD O � O ,0)OQO U o _0 E O(DN X O C-0 a) LL L U U U.i0 > Q N N C: W01, °6o2S � U Q O co co LW J W J 2 O W c U) U�9o0oo -00� a � N C= 0 I— 00X Q O 03 O 0 0 = 0 U 0 Z Q � Z) N 0 z I..L AEC PROJECT* 11067 DATE: ISSUE: 02-28-14 EM PANEL REVISIONS A 03-05-14 INTERIOR OUTLET REV A 03-03-14 PERMIT REVISION #3 0 03-10-14 SM, ROOF, NOOK, BRIDGE REV 04-08-14 ELECTRICAL REVISIONS Q 06-12-14 ELEC. BARN REVISIONS A 09-09-14 PERMIT REVISIONS #4 11-05-14 PERMIT REVISIONS #5 Drawn By: Checked By: IBZ TOC BARN MECHANICAL PLAN SCALE 1/4" = 1'-0" M200B 29 of 29 .. "Ito y - GENERAL NOTES: 1. COORDINATE LOCATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. SHEET DETAIL NOTES: 1O PROVIDE 1" CONDUIT WITH PULLWIRE FROM BARN SUBPANEL TO LOCATION OF FUTURE UNIT HEATERS. COORDINATE LOCATION OF FUTURE UNIT HEATERS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. O2 COORDINATE LOCATION OF SITE PUMP WITH G.C. AND CIVIL ENGINEER PRIOR TO INSTALLATION. MAIN POWER SHUNT ,TRIP, GENERATOR_ SHUNT TRIP & BARN -7 WID METER GFI ELECTRIC CAR CHARGER Q BARN -13,15 GARAGE TO FI BARN-14,16 DOOR SITE 2 J PUMP M O GFI BARN -14,16 SITEDPUMP BARN -4 BARN -5 GARAGE G I �04R M TO COORDINATE EQUIPMENT LOCATED IN EF CRAWLSPACE WITH MECHANICAL 16 CONTRACTOR PRIOR TO ROUGH -IN. M TO BARN SUBPANE\fl BARN -1,3 M e PROJECT: K2 RANCH PROJECT#: 11067 MOUNTING: RECESSED TYPE: QO RESIDENTIAL O N BARN SUB -PANEL ENGINEER: VOLTAGE: MAINS: AIC: CTL 120/240V, 1 P, 3W 400A MLO 10K � O PHASE 0000 PHASE DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION N�U) USO Q N N 06 2 OZ50 •� (6 C 0 ap i6 WATER HEATER 5000 Lu �J20 et.L 50 2 1 2 1 20 900 OUTLETS 11 5000 3 4 1 20 900 OUTLETS GARAGE DOOR 1200 C0 20 1 5 6 1 20 230 BATHROOM & EF -15 GARAGE DOOR 1200 20 1 7 8 1 20 500 EF -16 GARAGE DOOR 1200 7 20 1 9 10 0 SPACE GARAGE DOOR 1200 20 1 11 12 0 SPACE ELECTRIC CAR CHARGER 10000 U o 100 2 13 14 2 80 6750 SITE PUMP VFD 10 00 15 16 6750 SPACE 0 z 17 8 2 80 6750 SITE PUMP VFD SPACE 0 19 0 6750 ISSUE: S C 0 EM PANEL REVISIONS Q 1 22 0 SPACE SPACE 0 SM, ROOF, NOOK, BRIDGE REV A 23 24 0 SPACE SPACE 0 09-09-14 25 26 0 SPACE SPACE Drawn By: 0 27 28 0 SPACE SPACE 0 BARN POWER 10 SPACE SPACE 0 31 132 1 1 0 SPACE SPACE 0 33 34 0 SPACE SPACE 0 35 36 0 SPACE SPACE 0 37 38 0 SPACE SPACE 0 39 40 0 SPACE SPACE 0 41 42 0 SPACE LOAD CALCULATION SUMMARY NOTE: PROVIDE ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE CIRCUIT BREAKERS FOR BRANCH CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT IN KITCHENS, BATHROOMS, AND GARAGES. CALCULATED POWER FACTOR: 0.90 CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS APPLIANCES 20000 83 15000 63 LIGHTING & RECEPT. 1980 8 1980 8 MECHANICAL 42350 176 45725 191 KITCHEN OVEN & DRYER 0 0 0 0 TOTAL 64330 268 62705 261 BARN -9 TO GFI GARAGE WP DOOR GFI EXTERIOR MOUNTED CT, BUILT INTO CORNER OF GARAGE. g5e P1af�f cove ° O1anGe °d (h wed bee° fev`e NAV 1 1p14 i\Yh P" G°f glf qed codes & (e9pa `pis eN ad°P 3itkin Guuniy NOV 06 2014 O N O O � O CO V LO 0000 O'y 00 C:��=ti OC:,0 O , .FFn oQo U o0- E CY) 0 a) 0 c -o a)LL N�U) USO Q N N 06 2 OZ50 •� (6 C 0 ap i6 LLI T� Lu �J20 et.L LLl i) a"' U UO C =0qta !EN C O L Q 0 X Q O O C0 O d �,=xrr=xrtr�. 4, `') 7 O _ O U o Z Q � N 0 z Y I..L. AEC PROJECT #: 11067 DATE: ISSUE: 02-28-14 EM PANEL REVISIONS Q 03-05-14 INTERIOR OUTLET REV 03-03-14 PERMIT REVISION #3 0 03-10-14 SM, ROOF, NOOK, BRIDGE REV A 04-08-14 ELECTRICAL REVISIONS Q 06-12-14 ELEC. BARN REVISIONS 09-09-14 PERMIT REVISIONS 94 11-05-14 PERMIT REVISIONS #5 A Drawn By: Checked By: CTL AEC BARN POWER PLAN SCALE 1/4" = 1'-0" E200B 14 of 15 02 49 2 Di4VOf� PLUMBING PLAN SCALE 1/4" = 1'-0" P2.0 B 22 of 22 COPYRIGHT 2011 ARCHITECTURAL ENGINEERING CONSULTANTS, INC, O N O r O 4�-+ O CU a --r NPN v 03 o LO �U00 '� 0� U)0) C: U) to '=� -,*- C:w 0 t 0 C3)O>O U o-0-� E 0) p� O N O C:u— -0 (D L U � �QNO ° i 06 0000 O f0 0 O CO f>3 uj w � ui (L Lu�5u)rn -3 UU O 0000 0 L �O r- 0 n 0 iC �<CO T) a x x 0 CIO 0 a �1 h Y O a ry _ O U o Z � a � D N 0 z I AEC PROJECT #: 11067 DATE: ISSUE: 02-28-14 EM PANEL REVISIONS 03-05-14 INTERIOR OUTLET REV A 03-03-14 PERMIT REVISION #3 Q 03-10-14 SM, ROOF, NOOK, BRIDGE REV A 04-08-14 ELECTRICAL REVISIONS Q 06-12-14 ELEC. BARN REVISIONS A 09-09-14 PERMIT REVISIONS #4 A 11-05-14 PERMIT REVISIONS #5 A Drawn By:DD Checked ��77 IB 1OC TOC PLUMBING PLAN SCALE 1/4" = 1'-0" P2.0 B 22 of 22 COPYRIGHT 2011 ARCHITECTURAL ENGINEERING CONSULTANTS, INC,