The URL can be used to link to this page

Home My WebLink AboutB96-0164 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PROJECT TITLE: NEW (SFR,P/S,DUP) PERMIT Permit #: B96-0164 Job Address: 2763 KINNICKINNICK RD VAIL Status . . . : FINAL Location.....: 2763/2765 KINICKINICK RD Applied . . : 06/20/1996 Parcel No...: 210314303001 Issued . . . 07/18/1996 Project No : ?? Expires . .: 10/10/2008 APPLICANT CARPENTRY UNLIMITED, INC 06/20/1996 Phone: 3039263753 141 E. MEADOW DRIVE � VAIL, CO 81657 License: 107-B Also is CONTRACTOR CONTRACTOR CARPENTRY UNLIMITED, INC 06/20/1996 Phone: 3039263753 141 E. MEADOW DRIVE VAIL, CO 81657 License: 107—B Also is Applicant OWNER STERIO ROBERT W & DENYSE E 06/20/1996 2633 KINICKINICK RD VAIL CO 81657 Desciption: NEW DUPLEX Occupancy Type Factor Sq Feet Valuation Dwellings Zone 1 V-N 58 . 70 4, 561 $267, 730. 70 Private Garages Zone 1 V-N 21 . 30 640 $13, 632 . 00 Totals. . . 4, 561 $281, 362 . 70* Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: $281,362.70 Fireplace Information: Restricted:Y !�of Gas Appliances' 0 #of Gas Logs: 2 #of Wood Pallet: 0 +►*s***�+#+s*+�*s*+**►*+*�r+«***►*******+********s►**�***++►+*as��**►+ FEE SUM MARY •*+►**s+***�*+*++x+s►+*++*fs+as*+*sa*et*+**as**a�*�s�*�*+►*s Building------> S1,968.00 Restuarant Plan Review--> S0.00 Total Calculated Fees-----> S3,809.35 Plan Check---> 5959.20 Recreation Fee------------> 5689.15 Additional Fees------------> 50.00 Investigation-> 50.00 TOTAL FEES-------------> S3,809.35 Total Permit Fee-----------> S3,809.35 Will Call-----> 53.00 Payments-------------------> $3,809.35 BALANCE DUE---------> 50.00 #####*#i�###**#####+k4#f#t#44*�k4#****tt*###*#+F►�**#*t**###+Fk####t#*#f►######*�F*t*###**t**##t#*�#**##*###t###�k#M*�###*###f#R}##�RI*##M##*#f####*i***4 Approvals: Item: 05100 BUILDING DEPARTMENT 06/20/1996 CHARLIE Action: NOTE PLANS TO DAN 07/10/1996 CHARLIE Action: APPR Item: 05400 PLANNING DEPARTMENT 06/20/1996 CHARLIE Action: NOTE PLANS TO GEORGE 07/10/1996 GEORGE Action: APPR Item: 05600 FIRE DEPARTMENT 06/20/1996 CHARLIE Action: APPR N/A Item: 05500 PUBLIC WORKS 06/20/1996 CHARLIE Action: NOTE PLANS TO LARRY P 07/17/1996 LARRY P Action: APPR LARRY PARDEE Item: 05550 ENGINEERING CIVILS 06/20/1996 CHARLIE Action: NOTE PLANS TO TERRI 07/17/1996 TERRI M Action: APPR NEW SITE PLAN BY GREG H 4*f*##►Rfi4rt*###*#i#i######i#��*�*t*�ttt#############f#4#*�R##R*�#**#*##�*#*#*t**#t####�####4i*##*R***t#t##f#####4**####f#f##►}t#i#i###�4#*****i#t See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit#: B96-0164 as of 02-28-2013 Status: FINAL ******************************************************************************************************** Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 06/20/1996 � Applicant: CARPENTRY [JNLIMITED, INC Issued: 07/18/1996 Job Address: 2763 KINNICKINNICK RD VAIL Location: 2763/2765 KINICKINICK RD Parcel No: 210314303001 ******************************************************************************************************** CONDITIONS ******************************************************************************************************** Cond: CON0001279 NO MECHANICAL,ELECTRICAL, OR PLUMBING WORK ALLOWED UNTIL PERMITS HAVE BEEN AQUIRED Cond: CON0001280 Public Works sign off required per DRB condition of approval Cond: 33 (PLAN)THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 10 (PLAN): ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS, AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAL MEMEBERS OF THE ROOF DIRECTLY ABOVE. Cond: CON0001281 CONTRACTOR NEEDS TO COMPLY WITH SITE PLAN REVISED BY GREG HALL. CHECK ELEVATIONS AT FRAMING TO DETERMINE ANY PROBLEMS WITH DRNEWAY GRADE ******+******�*******�**+*******�****************�***+*+********************************�*** TOWN OF VAIL, COLORADOCopy Reprinted on 02-28-2013 at 15:09:51 02/28/2013 Statement *************�*�*�*�*******************************************�*********************+****** Statement Number: REC-0172 Amount: $3, 609.35 07/18/199609: 18 AM Payment Method: CK Init: CD Notation: #1872 ----------------------------------------------------------------------------- Permit No: B96-0164 Type: NEW (SFR, P/S, DDP) PERMIT Parcel No: 2103-143-0300-1 Site Address: 2763 KINNICKINNICK RD VAIL Location: 2763/2765 KINICKINICK RD Total Fees: $3, 809. 35 This Payment: $3, 609.35 Total ALL Pmts: $3, 809.35 Balance: $0.00 ****************************************�***********+*****r*****************************�*+* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ AD D2-DEP08 CLEANUP DEPOSITS 500.00 BP 00100003111100 BUILDING PERMIT FEES 1, 968 . 00 PF 00100003112300 PLAN CHECK FEES 954 .20 RF 11100003112700 RECREATION FEES 684 . 15 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S . FRONTAGE ROAD - VAIL, CO 81657 970-479-2138 NOTE : THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PROJECT TITLE : STERIO�BRADLEY DUPLEX NEW ( SFR,P�S,DUP) PERMIT Permit # : B96-0164 Job Address : 2763 KINNICKINNICK RD Status . . . : ISSUED Location. . . : 2763�2765 KINICKINICK RD Applied. . : 06�20�1996 Parcel No. . : 2103-143-03-001 Issued. . . : 07�18�199b Project No. : PRJ96-0104 Expires . . : O1/14/1997 APPLICANT CARPENTRY UNLIMITED, INC Phone: 3039263753 141 E . Meadow Drive, Vail, CO 81657 CONTRACTOR CARPENTRY UNLIMITED, INC Phone: 3039263753 141 `E . Meadow Drive, Vail, CO 81657 OWNER STERIO ROBERT W & DENYSE E 2633 KINICKINICK RD, VAIL CO 81657 Description:NEW DUPLEX Number of Dwelling Units : 002 Occupancy � Type Factor Sq. Feet Valuation Dwellings Zone 1 V-N 58 . 70 4, 561 267 , 730 . 70 Private Garages Zone 1 V-N 21 . 30 640 13 , 632 . 00 Subtotal : 5, 201 281, 362 . 70 Table Date : 05�17�1996 Total Valuation: 281, 362 . 70 Town of Vail Adjusted Valuation: 281, 362 . 700 Fireplace Information: Restricted: Y qOf Gas AppLiances: #Of Gas Logs: 2 #Of Wood�Pallet: **'t* *�**'k'A'* FEE S�MMARY **** ***�t****�tk***#*#****:tir Building-----> 1,468.00 Restuarant Plan Review--> ,DO Total Calculated Fees---> 3,809.35 Plan Check---> 954.20 DRB Fee-----------------> 200.00 Additional Fees---------> .00 Investigation> .00 Recreation Fer---------> 684.15 Total Permit Fee--------> 3,809.35 Will Call----> 3.00 Clean—Up Deposit--------> 500.00 Payments----------------> 3,809.35 TOTAL fEES--------------> 3,809.35 BALANCE DUE------------> .00 'k*** * *:t****** *:t�k**** Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division: 06�20�1996 CHARLIE Action: NOTE PLANS TO DAN 07�10/1996 CHARLIE Action: APPR Item: 0540a PLANNING DEPARTMENT Dept : PLANNING Division: 06�20�1996 CHARLIE Action: NOTE PLANS TO GEORGE 07�10/1996 GEORGE Action: APPR Item: 05600 FIRE DEPARTMENT Dept: FIRE Division : 06/20/1996 CHARLIE Action: APPR N�A Item: 05500 PUBLIC W�RKS Dept: PUB WORK Division: 06�20�1996 CHARLIE Action: NOTE PLANS TO LARRY P 07�17�1996 LARRY P Action: APPR LARRY PARDEE Item: 05550 ENGINEERING Dept : ENGINEER Division: 06�20�1996 CHARLIE Action: NOTE PLANS TO TERRI 07�17�1996 TERRI M Action: APPR NEW SITE PLAN BY GREG H **�** **�*** *�:t*�z********�r�***********�,�-��-�r:�**:�� *:�:� See Page 2 of this Document for any conditions that may apply to this permit . DECLARATIONS I hereby ackpowledge that I have read this appLication, filled out in full the information required, rompleted an accurate plot plan, and state that all the information provided as required is correct. I agree to comply uith the informatian and plot plan, to comply uith all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FGUR HOURS IN ADVANCE BY TELEPHOryE 9-2138 OR AT 0 � CE F OM .00 AM :00 PM r Send Clean-Up Deposit To: ROBERT STERIO SIGNATURE OF OWNER OR C01 ACTOR FO I SELF AID WNER Ca��'�� G.��/� PAGE 2 *****************************�r************************************************** CONDITI�NS OF APPROVAL Permit # : B96-0164 as of 07�18�96 Status : ISSUED ***********************************************************�*******************� Permit Type: NEW ( SFR,P�S,DUP) PERMIT Applied: 06�20�1996 Applicant: CARPENTRY UNL:CMITED, INC Issued: 07�18�1996 Job Address : 2763 KINNICKINNICK RD Location: 2763�2765 KINICKINICK RD Parcel No: 2103-143-03-001 ******************************************************************************** CONDITIONS *****************************�t*************************************,r************ 1 . THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. 2 . ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS, AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAL MEMEBERS OF THE ROOF DIRECTLY ABOVE . 3 . NO MECHANICAL, ELECTRTCAL, OR PLUMBING WORK ALLOWED UNTIL PERMITS HAVE BEEN AQUIRED 4 . Public Works sign off: required per DRB condition of approval 5 . CONTRACTOR NEEDS TO COMPLY WITH SITE PLAN REVISED BY GREG HA LL. CHECK ELEVATIONS AT FRAMING TO DETERMINE ANY PROBLEMS WI TH DRIVEWAY GR.ADE � **Cf�ntact Eagle County Assessors Office �2J � at 970-328-8640 for Parcel /�. TOWN OF VAIL CONSTRUCTION PERI�IIT �� ► <.Pt�x::�:L �i:�1D3-�y�-03- oo I _ PERMiT APPLICATiON FORM / ' . ' DATE: .J�.N�1 a g� APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED ******************�******�*** PERMIT INFORMATION *�*,t**:********************* (�Building [�/)-pl�ing [ ,�Electrical [��•M�ch�iical �° [ ]-Other Job Name: S'r�Rro�B RA�4�y �v f1( � �,"�" , � � — � Job Add�e�s� , ,;�,�33 �' /��NN/CK/iVIV/C/L � � �c"f 3 Legal Description: Lot / BZock � Filing UBnrvi Iorr• /NTERhG�iV�/�/ Owners Name: Ro.C3T STE'�e/c� .f.� - r�s�Y-oµor TEtip- ��-�BQ�.()LT Address: �EE �-�3o�`c Ph.D�sco�Ecr `�'�'��e�t• --K•1�M. C N.Su�cT�NG Address: �3ox f�S72- �f1�c. �/ �S� Ph. 94�9-939/ General Description: 2 STOR�y ,DUPL�x � Work Class: [✓]-New [ )-Alteration t [ 7-Additional [ ]-Repair [ �-other Number of Dwelling Units: 1 ,�VALC x Number of Accommodation Units: 2 N mber and Type ' of Fireplac�s: Gas Appliances Gas Lo s 2 ��'� ��- �ti,��-�� g Wood/P�17.et — ***�;**** *****� * ************** VALUATIONS *************************,�+t**,t**,r _ �`I��-c.��,.�` �3,S�o.00 ��T BUILDING: ; //8 �-tr° ��µ'��CTRICAL: S 6750 •p� PLUMBING: � �p 5pp . �E¢v"'� OTHER: � � �dECHANICAL: � $2 pc�, � ��,,.�- TOTAL: �i.�p, �25• P� e2i OC]CJ. C�o ��-�j(C `� �� o�5l ao. c�c ` �� *t*********�**�,�**********,r CONTRACTOR INFORMAT'IbN **�r******8*��*�*,t�***,t,t**** eneral Contracto�: c�RprnlT,�y i��iGi„��Lp Town of Vail Reg. NO. l67- g _ Addr.ess: L•�/ E, ME,qopw Dl�� Phone Number: ,.�76 _�� 9 Electrical Contractor: '�g �� Address: !-- �- ___ Town of VaiS. Reg. NO. Phone Nuynber: 4�q_,��9 Plumbing Contractor• .c-.+ �T`g'� � Address: � ��"�F�6��'g ,__ .._-_ Town of Vail Reg. Np. /79 ,y --- --� _ Phone Ni�a,ibez: ,52�.c 733� Mechanical ContractAr. e _ � ccu,e,q ffE 7i�YG Address: -7� A _ Town of Vail Reg. NO. /75�� - _ ��n�wmD 3PR/�llGS phnne Numbere _ 44�S-��f�,�- ****,�************•.��•:r:r�r+t,�,t�**�**,:, r°Uiz U�'F']:(:�: USE ��**,t******�*********,t*,tx,t*t,t,t* BUILDING PEFtMIT FEE: PLUMBING PERMIT FEE: —°--' BUILDING F?_,AN CHECK FEE: MECHANICAL PERMIT FEE: PI'�MBIN�' P�N CHECK ,�'EE: `— ELECTRICAL FEE: '-- ��IC� P� CHECK FEE: OTHER TYPE OF FEE; - ��ATION FEE: DRB FEE: C��-�P DEPOS IT: -- — -��Ln�. TOTAL PERMIT FEES: TYPE GROUP SQ.FT. VALUATION BUILDING: SIGNATURE: -- ZONING: Comments: SIGNATURE; . � in 4 CLEAN IIP DEP.OSIT REF[TND Tpw �PD�',�i2T sT��/O 2 7G.S �Y/iVivi�i`Yi/�liVic,� ,�,v -- �/��L - �''iGS7 . . . . . , - ��i� tQW� Df Val �'� 75 soulh tronfage road _ vail, colorada 81fi57 (303) 479-2138 or 479-2I39 office af eommunity development TO: AI,L CONTRACTpgS CURREN�LYL REGISTERED WITH THg TOWN OF VAIL FROM: TO�WN OF VAIL PUBLIC WORKS/COMMUNITy DEVELOPMENT DATE: MARCH 16, 1988 SU&TECT: C0�ISTRUCTION PARKING & MATERIAL STORAGE In summary, Ordinance No. 6 states that it is unlawful for any person to litter, track or deposit any soil, rock, sand, debris or material, incliiding trash dumpsters, portable toilets and workmen vehicles upon any street, sidewalk, alley or public place or any portgon thereof. The right-of-way on all Town of Vail streets and r�ads is approximately 5 ft. off pavement. This ordinance will be strictly enforced by the Town of Vail Public Works Department. Persons found viola.ting this ordinance will be given a 24 hour written notice to remove said material. In the event the person so notified does not comply with the notice within the 24 hour time specified, the public Works Department will remove said material at the expense of person notified. The provisions of this ordinance shall not be applicable to construction, maintenance or repair projects of . any street or alle� or any uti.lities in the right-a-way. To review Ordinance No. 6 in full, please stop by the Town of Vail Building Depa�tment to obtain a copy, Thank you for your cooperation on this matter. Read and acknowledg by; X � ��E,� osition/Relationship to Project (i.e. contractor, owner) Z ° � Date � . '�! tow� o uai _ 75 soufh frontage rosd vsll, colorado 81657 (ao3) 479-2138 or 479-2139 offlee of communiry derelopmen! BUILDIN6 PERMIT ISSUANCE TIME FRAME If thi_s permit requires a Town of Vail Fire Department Approval , Engineer'�s (.Public Works} review and approval , a Planning Department review or Health Department review, and a review by the Building Department, the estimated time for a total review may take as long as three'weeks:. All commerci�al (�large or small ) and all multi-family permits will have to foTlow the above mentioned maximum requirements . Residential and small projects should take a iesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may a7so take ttie three week period. Every attempt will be made by this department to expedite this permi�t as soon as possible. I, the undersigned, understand the plan check procedure and time frame.. , - A9►'Ae to y. , S TE�/O 18��1� L Fj� .l�v,dGC-� Pro,7ect Name z� � Date Wo Sheet was tur ed int� t e Cormnunity Develnomp�t Department. � MEMORANDUM , , " T�� ALL CONTRACTORS - FROM: TOWN OF VAlL PUBLIC WORKS DEPARTMENT aATE: M�BY 9, 1994 RE: WHEN A "PUBLIC WAY PERMIT' IS RE�UIREO Job Name: STE,P�of�P�p�y �vPLFX Date: � � � Pfease answer the foliowi g questionrtaire regarding ihe need for a "Pubiic Way Permit": YES Np. 1) Is this a new residence? � � - 2) is demotition work being pertormed `� that requires the use of the right of way, easemenis or public property? 3) Is any utifity worlc needed? �/ 4) is the driveway be�ng repaved? `/ 5) is different access nesded to siie ✓ other than existing driveway? 6) Is any drainage work being done � affecting the righi of way, easements, or public property? � 7) Is a "Revocable Right Of Way Permit" ✓ required? 8) A: Is the rigM �f way, easements or � public property to be used for staging, parking or fencing? - B. If no to 8A, is a parking, staging � or iencing plan required by Community Development? If you answered yes to any of these questions, a "Public Way Permit" must be obtained. "Pub(ic Way Permit" applications may be obtained at the Public Work's office or at Community Devefopment. If you have any questions please call Charlie Davis,the Town oi Vail Construction Inspector, at 479-21�8. I have read and answered all the above questions. 5 i�2ro T�,P,4� t�y .�vAL� �/�� Job Na e Contractor's Signature Daie ' x • � : f � Town of Vail 25 South Frontage Road Vail, Colorado 81657 � (303) 479-2138 Plan review based on the 1991 iJniform Building Code Project Number: PRJ96-0104 Name: STERIO/SRADLEY DUPLEX Address: 2763 KINNICKSNNICK RD Date: June 25, 1996 Contractor: CARPENTRY UNLIMITED Occupancy: R3,M1 Type of Const: V N Engineer:KIMBERLY MCGHEE Plans Examiner: DAN STANEK # SHEET IDENTIFICATION CORRECTION REQUIRED _____________________°________----------------------- 1 Party walls are required to be a 2hr fire assembly. 2 Exterior surfaces with stucco shall be provided with exterior metal lath as per UBC 47D6 with 2 layers of paper. Windows and doors are required to be adequately flashed(not with just screed metal) . A lath inspection is required prior stucco application. 3 A bathroom is required to have an openable window or a mechanical ventilation system. - - Sec. 1205. (c) 4 In bathrooms with a tub or shower and in laundry rooms a mechanical ventilation system connected directly to the outside shall be provided. Bathrms which contain only a water closet or lav. may be ventilated with a recirculating fan. UBC 1205 (c) . 5 Domestic clothes dryer exhaust ducts shall be installed as per UMC 1104 and 1903 . Flexible duct connectors may not exceed 6 ' in length and shall not be concealed within construction. Ducts shall termi.nate outside the building and not exceed 14 ' length. 6 Craw7. spaces are required to be ventilated by mechanical means or by openings. Such openings shall have a net area of not less than 1 sq. ft. for each 150 sq. ft. of under-floor area. UBC 2516 (c) 6. 7 Provi_de a minimum 18X24" underfloor access. UBC 2516 (c) 2 . 8 Furnaces not listed for closet or alcove installation shall be installed in a room or space having a volume at least 12 times the volume of the furnace. A boiler unit will require a space 16 ti_mes larger than the boiler. UMC 504 (b) 9 Supply a mechanical drawinq indicating design of system, size (BTU and volume) of equipment, vent locaL-ion and termination, and combustion air to be supplied prior to any installation. �i�a r•- is;.�.d^, ��°�� P� . • 1G The qarage must be separated from the dwellinq by lhr fire-resistive construction on the garaqe side. - - Table 5-B & 503 . (d) exc.#3 11 The door between the garage and the dwelling is rec�ui.red to be a 1 3/8 inch thick solid core or 20 minute self closing door. - - Sec. 503 . (d) exc.#3 12 The maximum rise of a step is 8 inches and the minimum run is 9 inches. - - Sec. 3306. (c) exc #1 13 A handrail is required along a stairway. It is required to be 34 to 38 inches above the nosing of the steps and if the side is open, the maximum size of an opening in the railing at the stairway is 4 inches. - - Sec. 3306. (i) & 1712. 14 A 36 inch high guardrail with a maximum opening of 4 inches is requied where step is greater than 30 inches to floor or grade below. - - Sec. 1712 . 15 The enclosed usable space under the stairs is required to be protected by lhr fire-resistive construction. - - 3306. (1) 16 The open side of all decks, porches, stairs, etc. which are more than 30" above grade shall be protected with a quardrail. Openings can not exceed 4" . Within R-1 occ. and all R 3, height min. is 36" -outside R-1 occ. height min. is 42" . UBC 1711. 17 At eaves and valleys an adequate underlayment sha11 be provided to protect a structure from ice buildup and water damage. Two layers of felt solid mopped to sheathing and between layers or a commercial water & ice shield may be used as per Table 32B1. 18 Because of this project's location, the foundation is required to be dampproofed to prevent damage to areas below finished grade. UBC 1707 (dl . 19 Include a copy of the soils report for the site to be built on. Sec. 2905. 2D Provide truss details by the truss manufacturer's engineer. (reg in this state) 21 Basements shall have at least one operable window or door approved for emergency escape or rescue which shall open directly outside as per sec 12D4 of the 1991 UBC. Town of Vail 25 South Frontage Road Vaii, Colorado 81657 (303) 479-2138 Plan analysis based on the 1991 IIniform Building Code Project Number: PRJ96-0104 Name: STERIO/BRADLEY DUPLEX A Address: 2763 KINNICKINNICK RD Date: June 25, 1996 Contractor: CARPENTRY UNLIMITED Occupancy: R3,M1 Type of Const: V-N Engineer:KIMBERLY MCGHEE Plans Examiner: DAN STANEK NOTE:The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1991 UBC. It is a guide to selected sections of the code. SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 78.0 Feet 78.0 Feet EAST Building 1.0 Feet 0. 0 Feet SOUTH Property line 26.0 Feet 26 . 0 Feet WEST Property line 30. 0 Feet 30 . 0 Feet NORTH EAST SOUTH WEST OCC BRG NON-BRG OPNG BRG NON-BRG OPNG HRG NON-BRG OPNG BRG NON-BRG OPNG WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT R3 Dhr Ohr Nane lhr* 1.hr* NOP Ohr Ohr Nane Ohr Ohr None M1 Ohr Ohr None 1hr* 1hr* NOP Ohr Ohr None Ohr Ohr None None - - No fire protection requirements for openings. Prot - - Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. Sec.2203. (b) & Table 5-A Maximum sinqle window size is 84 sq.ft with no dimension greater than 12 feet. Sec. 4306. (h) NOP - - Openings are noc permitted in this wall. * - - These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wa11. See section 1710. for details and exceptions. FL NAME AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 Bedraom #1 2D8 20.80 10.40 1 Yes 2 Bath room #1 71 0. 00 3 .55 1 No 2 Powder room 25 0.00 1.50 1 No 2 Kitchen 111 11.10 5.55 1 No 2 Living room 2D9 20.90 10.45 1 No 2 Dining room 177 17.70 8.85 1 No 2 Halls. closets, etc. 190 0.00 0.00 1 No TOTAL FOR FLOOR 991 1 1 Garage 320 0.00 �.DD 1 No 1 Bedroom #2 166 16.60 8.30 1 Yes 1 Bedroom #3 166 16 .6D 8.30 1 Yes 1 Bath room 41 0. 00 2. 05 1 No 1 Ha11s, closets, etc. 270 0.00 0 . 00 1 No TOTAL FOR FLOOR 963 1 B Laundry room 66]. 0.00 33 .05 1 No TOTAL FOR FLOOR 661 1 Yes BUILDING TOTAL 1954 1 't el�'=� V�i�t � �° d�" �� 4 ��r:� FOOTNOTES: 1) EGRESS - An operable window or door that opens directly to the exterior is required from this room. The minimum clear openable area must meet � the f.ollowing. Sec. 1204. 11 The minimum clear height is 24 inches 2) The minimum clear width is 20 inches 3) The minimum clear area is 5.7 square feet 4) The maximum sill height is 44 inches 2) The number of exits is based on Table 33-A (Dwellings) 31 A mechanical ventilation system may be used in in lieu of exterior openings for ventilation. - - Sec. 12Q5. (c) 4) The requirement for an egress window in the basement is based on Sec. 1204. ROOM DIMENSIONS: Habikable space shall have a ceiling heiqht of not less than 7 feet 6 inches. Kitchens, halls, bathrooms and toilet compartments may have a ceilinq heiqht of 7 feet measured to the lowest projection. If the ceiling is sloping, then the minimum height is required in only 1/2 of the area. - -Sec. 1207, (a) Every dwelling unit shall have at least one room which has not less than 120 square feet of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. Sec. 1207. (b) Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension. - - Sec. 1207. (c) GLAZING REQUIREMFNTS: All qlazing in hazardous locations is required to be of safety glazing material. - - Sec. 5406. (d) 1) Glazing in inqress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazinq is less than 60 inches above a standinq surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazxing is within a 24-inch arc of either_ vertical edge of the door in a closed position and where the bottom exposed edge of the qlazing is less than 6Q inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edqe :1ess than 18 inches above th.e floor. C. Exposed top edqe greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels. SMOKE DETECTOR REQUIREMENTS: A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area. - - Sec. 1210. (a) 4. A smoke detector is required on the ceilinq or wall in each sleeping area. - - Sec. 1210. (a) 4. A smoke detector is required in the basement. - - Sec. 1210. (a) 4. A smoke detector is required on al1 stories. - - Sec. 1210. (a) 4. If the upper level contains sleeping room(s) , a smoke detector is required in the ceiling of the upper level close to the stairway. - - Sec. 1210. (a) 4 Smoke detectors are required to be wired to the buildinq's power source and shall be equipped with a battery backup. - - Sec. 1210 . (a) 3. Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located. - Sec. 1210. (a) 4. OCCUPANCY SEPARATION: Between the qarage and the residence, materials approved for 1hr fire construction are required on the garage side only and any doors between the garage and the residence are to be a self-closing 1 3/8 inch solid core door or a 20 minute fire door. Table 5-B & Sec. 503 . (d) exc. #3 STAIR REQUIREMENTS: A stairway in a dwellinq must be at least 36 inches wide. - - Sec, 3306. (b) The maximum rise of a step is 8 inches and the minimum run is 9 inches. Sec. 3306. (c) exc. #1 Provide a handrail on one side a stairway 34 to 39 inches above the nosing if there is 4 or more risers. - - Sec. 3306. ii) Provide a guard rail where drop off is greater than 30 inches, Minimum height = 36 inches, maximum opening size = 4 inches. - - Sec. 1712 . (a) exc. #1 The minimum headroom is 6 ft. 8 inches. - - Sec. 3306. (0) Enclosed usable space under the stairs is required to be protected as required for lhr fire-resistive construction. - - Sec. 3306. (1) SHAFT ENCLOSURES: 1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than 9 square feet may lined on L-he inside with not less than 26 gage galvanized sheet metal with all joints locklapped. The outside must be 1 hr construction. All openings into any such enclosure shall be protected by not less than a self-closing solid wood door 1 3/S inches thick or equivalent. - - Sec. 1706 . (f) 2) Gas vents and noncombustible piping installed in walls passing through 3 fl.00rs or less do not need to be in 1 hour shafts. - - Sec. 1706. (c) 3) Shafts for gas vents, factory built chimneys, piping, or ducts that do not extend through not more than 2 floors need not be in 1 hour shafts. - - Sec. 1706. (c) 4) All other shafts are required to be enclosed in a 1 hour assembly. - - Sec. 1706. (a) 4 � � I � • CRAWLSPACE REQUIREMENTS; 1) Provide ventilation either by mechanical means or by openinqs in exterior walls. Opening shall provide a net area of not less than 1 square foot for ' each 150 square feet of area in crawl space. Openings shall be distributed on two opposite sides and be located as close to corners as practical. - - Sec. 2516. (c) 6. Note; Vent openings may be reduced to 10% of the above if ground surface area is covered with an approved vapor barrier and the building official a.pproves. For a 308. Q sq.ft. crawlspace area: Ratio Minimum sq.ft. of vent 1/150 2. 05 2) Provide 18 inch by 2.4-inch access openinq to the crawl space area. Note: opening may be required to be larger if inechanical equipment is located in the crawl space. - - Sec, 2516. (c) ?, . 3) Unless the wood is listed as an approved wood of natural resistance to decay or treated wood, the minimum clearance between exposed earth and floor joist is 18 inches. The minimum clearance to beams and girders is is 12 inches. - - Sec. 2516. (c) 2. ADDITIONAL REQUIREMENTS: For R3 occupancy This project will require a site improvement survey. Such survey shall be submitted and approved prior to request for frame inspection. All crawl spaces within the Town Of Vail are limited to a earth to structural floor ceiling height of 5 ' , be earth floor only, be ventilated as per UBC 2516 (C) 6 with minimum access as per UBC 2516 (C12 and maximum access of 9 sq. ft. Any bui.lding site with a slope of 30 degrees or more shall require an engineer design. Such design shall address drainage, soil retainage and structural design. Excavation below slabs on qrade shall not be permitted without prior approval. Address numbers shall be posted plainly visible and legible from the street. For M1 occupancy Slope garaqe floor to allow for drainage to outside to provide a floor drain with �and and oil interceptor to dry well or to sewer. Any garage floor drain connected to sewer must be approved by Upper Eagle Valley Water & Sanitation District. In garages with living area above, the walls of the garage wiich are bearing the area above shall be protected with one hour fire resistive construction. UBC 503 (B) . . � ' . ' Town of Vail 25 South Frontage Road Vail, Colorado 81657 (3D3) 479-2i38 Plan analysis based on the 1991 Uniform Buildinq Code Project Number: PRJ96-0104 Name: STERIO/BRADLEY DUPLEX B Address: 2763 KINNICKINNICK RD Date: June 25, 1996 Contractor: CARPENTRY IINLIMITED Occupancy: R3 ,M1 Type of. Const: V-N Engineer:KIMBERLY MCGHEE Plans Examiner; DAN STANEK SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 82 . 0 Feet 82 . 0 Feet EAST Property line 30. 0 Feet 30. D Feet SOUTH Property line 21.0 Feet 21. 0 Feet WEST Buildinq 0.0 Feet 0. 0 Feet EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 17-A & Table 5-A NORTH EAST SOUTH WEST OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT R3 Ohr Ohr None Ohr Ohr None Ohr Ohr None lhr* lhr* NOP M1 Ohr Ohr None Ohr Ohr None Ohr Ohr None lhr* 1hr* NOP None - - No fire protection requirements for openings. Prot - - Openings a.re to be protected with 3/4 hr fire assemblies. 50� of the area of Y_he wall maximum. Sec.2203. (b) & Table 5-A Maximum single window size is 84 sq.ft with no dimension greater than 12 feet. - - Sec. 4306. (h) NOP - Openings are not permitted in this wall. * These walls may be required to have a parapet wall 3D inches above the roofing. The parapet wall is required to have the same fire rating as the wall. See section 1710. for details and exceptions. FL NAME AREA MIN.LIGHT MIN.VENT N�.EXITS EGRESS 2 Bedroom #1 20H 2O.80 10.40 1 Yes 2 Bath room 71 0. 00 3 .55 1 No 2 Kitchen 100 10. 00 5.00 1 No 2 Living room 1$1 18. 10 9,05 1 No 2 Di_ning room 1.4!� 14.40 7.20 1 No 2 Halls, closets, etc. 258 0. 00 0.00 1 No TOTAL FOR FLOOR 962 1 1 Garage 320 0 . 00 Q.D� 1 No 1 Bedr.00m #2 166 16.60 8.3D 1 Yes 1 Bedroom #3 166 16.60 8.3D 1 Yes 1 Bath room 41 0 . 00 2.05 1 No 1 Halls, closets, etc. -216 0. 00 0. 00 1 No TOTAL FOR FLOOR 963 1 B Basement 66:1 0.00 33. 05 1 No TOTAL FOR F?�OOR 661 1 Yes BUTLDINC TOTAL 1925 1 �, � �� ,�.. i �� » c +'� �.� �- _. ,' .� .� �`��;,_. � �, FOOTNOTES: 1) EGRESS - An operable window or door that opens directly to the exterior is required from this room. The minimum clear openable area must meet the following. - Sec. 1204. 1) The minimum clear heiqht is 24 inches 2) The minimum clear width is 20 inches 3) The minimum clear area is 5.7 square feet 4) The maximum sill height is 44 inches 2) The number of exits is based on Table 33-A (Dwellings) 3) A mechanical ventilation system may be used in in lieu of exterior openings for ventilation. - Sec. 1205. (c) 4) The requirement for an egress window in the basement is based on Sec. 1204. ROOM DIMENSIONS: Habitable space shall have a ceiling height of not less than 7 feet 6 inches. Kitchens, halls, bathrooms and toilet compartmen.ts may have a ceiling height of 7 feet measured to the lowest projection. If the ceiling is slopinq, then the minimum height is required in only 1/2 of the area. -Sec. 1207 . {aj Every dwellinq unit shall have at least one room which has not less than 12D square feet of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. - - Sec. 1207. (b) Habitable rooms other than a kitchen shall not be less tha.n 7 feet in any dimension. - - Sec. 1207. (c) GLAZING RFQUIREMENTS: All glazing in hazardous loc�tions is required to be of safety glazing material . - - Sec. 5406 . (d? 1) Glazing in ingress and egress doors except jalousies. 2} Gla.zinq in fixed. and sli.ding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enc:losures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edqe of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the gla..xing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less t=han 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meet; all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge g�-eater than 36 inches above the floor. D. One or more walki.ng surfaces within 36 inches hox�izontally of the plane of the glazing. 8) Glazinq in railings regardless of height above a walki_ng surface. Included are structural baluster panels and nonstructural in-fill panels. See exceptions. SMOKE DETECTOR REQUIRF.MENTS: A smoke detector is required on the cei.lin�� or wall at a point centrally located in the corri.dor or area giving a��cess to each sleepinq area. Sec. 1210. (a) 4. A smoke detector is required on the ceili.mg or wall in each sleepinq area, - - Sec, 1210. {a) 4. A smoke detector is required in the basement. - - Sec. 1210. (a) 4. A smoke detector is required on all stories. Sec. 1210. (a) 4. T_£ the upper level contains sleeping room(s) , a smoke detector is required in the ceiling of the upper level close to the stairway. - - Sec. 1210. (a1 4 Smoke detector.s are required to be wired to the building's power source and shall be equipped with a battery backup. - - Sec. 1210. (a) 3. Detectors shall sound an alarm audible in 311 sleeping area of the dwelling in which they are located. - - Sec. 1210. (a) 4. OCCUPANCY SEPARATION: Between the garage and the residence, materials approved for 1hr fire construction are required on the garage sid� only and any doors between the qarage and the residence are to be a self-closing 1 3/8 inch solid core door or a 20 minute fire door. - - Table 5-B & Sec. 503. (d) exe. #3 STAIR REQUIREMENTS: A stairway in a dwelling must be at least 36 inches wide. - - Sec. 3306. (b) The maximum rise of a step is 8 inches and the minimum run is 9 inches. - - Sec. 3306. {c) exc. #1 Provide a handrail on one side a stairway 34 to 38 inches above the nosinq if there i_s 4 or more risers. - - Sec. 3306. (i) Provide a guard rail where drop off is greater than 30 inches. Minimum height = 36 inches, maximum opening size = 4 inches. - - Sec. 1712. (a) exc. #1 The minimum headroom is 6 ft. - 8 inches. - - Sec. 3306 . (0) Enclosed usable space under the stairs is required to be protected as required for lhr fire resistive construction. - - Sec. 3346. (1} SHAFT ENCLOSURES: 1� Chutes and dumbwaiter shafYs with a cross uectional area of not more than 9 square feet may lined on the inside with not less than 26 gaqe galvanized sheet metal with all joints locklapped. The outside must be 1 hr construction. All openings into any such enclosure shall be protected by not less than a sel.f-closing solid wood door 1 3/8 inches thick or equivalent. - - Sec, 1706. (f) 2) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts. - - Sec. 17D6. (c) 3) Shafts for qas vents, factory-built chimneys, piping, or ducts that do not extend through not more than 2 floors need not be in 1 hour shafts. - - Sec. 1706. (c) 4) All other shafts are required to be enclosed in a 1 hour assembly. - - Sec. 17D6. (a) CRAWLSPACE REQUIREMENTS: 1) Provide ventilation either by mechanical means or by openings in exterior walls. Opening shall provide a net area of not less than 1 square foot for each 150 square feet of area in crawl s;gace. Openinqs shall be distributed on two opposite sides and be located as close to corners as practical. - Sec. 2516. (c) 6. Note: Vent openings may be reduced to 10� of the above if ground surface area is covered with an approved vapor barrier and the building official approves. For a 308.0 sq.ft. crawlspace area: Ratio Minimum sq.ft. of vent 1/150 2. 05 2) Provide 18-inch by 24 inch access opening to the crawl space area. Note: opening may be required to be larger if inechanical equipment is located in the crawl space. - Sec. 2516. (c) 2. 3) Unless the wood i.s listed as an approved wood of natural resistance to decay or .treated wood, the minimum clearance between exposed earth and floor joist is 18 inches. The minimum clearance to beama and girders is is 12 inches. - - Sec. 2516. (c} 2 . ADDITIONAL REQUIREMENTS: For R3 occupancy This project will require a site improvement survey. Such survey shali be submitted and approved prior to request for frame inspection. All craw7_ spaces wi.thin the Town Of Vail are limited to a earth to structural floor ceiling height of 5' , be earth floor only, be ventilated as per U�C 2516 (C) 6 with minimum access as per UBC 2516 (C) 2 and maximum access of 9 sq. ft. Any buildinq site with a slope of 30 deqrees or more shall require an engineer design. Such design shall address drainage, soil. retainage and structural design. Excavation below slabs on grade shall not be permitted without prior approval. Address numbers shall be posted plainly visible and legible from the street. For M1 occupancy Slope garage floor to allow for drainage to outside to pr.ovide a floor drain with sand and oil interceptor to dry well or to sewer. Any garage floor drain connected to sewer must be approved by Upper Eagle Valley Water & Sanitation District , In garages with living area above, the walls of the garage wiich are bearing the area above shall be protecte.d wi.th one hour fire resistive construction. UBC 503 (B) . � � HEP�h'ORTH-PA�tiLAK CiEOZECH'�'ICAL� IIVC. s020 Rnad]5-3 Glemsood Springs,CO 51601 April 5, 1996 F�9�0 9�s-sas� Phonc 9'0 9�5-i9SS Doug Bradley 2771 Kinnickinnick Road, Unit 1 Vail, Colorado 81657 Job No. 196 169 Subject: Subsoil Study for Foundation Design, Proposed Duplex, Lot 1, Block 4, Vail Intermountain Subdivision, Knuuckinnick Road, Vail, Colorado. Dear Mr. Bradley: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for seotechnical engineering services to you dated March 27, 1995. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed duplex will be a two story wood frame structure over a basement level located on the site as shown on Fig. 1. Attached garages will be located near the front of the lot at existing grade. Basement and garage floors will be slab-on-�rade. Cut depths are expected to range between about 4 to 6 feet. Foundation loadings for this type of construction are assumed to be relatively light. If building conditions or foundation loadings are sianificantly different from those described above, we should be notified to reevaluate the recommendations presented in this report. Site Conditions: The site was vacant at the time of our field work and there was about 1 'h feet of snow cover. Several piles of snow up to about 8 feet high were iocated near tne tront or tiie property. 1 he site is gently rolling with a slight to moderate slope down to the north. The rear por:ion of the lot is relatively flat. Approximately 8 to 10 feet of elevation difference exists across the front half of the lot. Vegetation on the site consists of grasses and weeds with scattered aspen and evergreen uees along the perimeter. There appeared to be a low landscape berm along the western property line. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Fig. 1. The logs of the pits are presented on Fig. 2. The subsoils encountered, below about 3 '/z to 4 feet of topsoil, consist of slightly ciayey silty sand and gravel with cobbles and scattered boulders. Results of a gradation analysis performed on a sample of the sand and gravel (minus �-inch fraction) obtained from the site are presented on Fig. 3. The laboratory testing is summarized on Table I. No free water was observed in the pits at the time of excavation and the soils were moist. Doug Bradley April 5, 1996 Paae 2 Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 2,500 psf for support of the proposed duplex. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Topsoil, loose and disturbed soiis encountered at the foundation bearing 1eve1 within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 48 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for the on-site granular soil as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints shouid be used to reduce damage due to shrinkaQe crackina. The requirements for joint spacing and slab reinforcement should be established by the desiQner based on experience and the intended slab use. A minimum 4-inch layer of free-draining gravel should be placed beneath basement level slabs to facilitate draina�e. This material should consist of minus 2-inch agQreQate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor densiry at a moisture content near optimum. Required fill can consist of the on-site sand and gravel devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater may develop during tunes of heavy precipitation or seasonal runoff. Frozen ground durin� spring runoff can create a perched condition. We recommend below grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall bac�ll surrounded above the invert level with free-draining granular material. The drain H-P GEOTECH Doug Bradley April 5, 1996 Page 3 should be placed at each level of eacavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passin� the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill shouid be at least 1 '/z feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the duplex has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backf'ill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free-draining wa11 backfill should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the buildin; should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Limitations: This study has been conducted in accordance with generaliy accepted geoteciuucal engineerin� principles and practices in this area at this time. We make no other warranry either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Fig. 1, the proposed type of construction and our experience in the area. Our fmdings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and fieid services during H-P GEOTECH Doug Bradley Apri15, 1996 Paje 4 construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design cbanges may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please cali our office. Sincerely, HEPWORTH - PA�T�LAK GE C � INC. �F,'�,��,,.. ....,G/y�j'v �o�.ytiPr� �,aa�s F�.�:T ro o •, 'o Z' Jord Z. mson, Jr., ;� 2�7a7 �; ' 9}'•., y s :'c�� Reviewed By: �`��,s, //96 ;G\r%' S��NA� EN � _ � Daniel E. Hardin, P.E. JZAIro Attachments cc: iiRM Consuitants - Attn: Kim McGhee H-P GEOTECH . APPROXIMATE SCALE - I�� = 20� LOT 2 --�_ — — i PROPERTY ---- --___ �_ � BOUNDARIES I � � i i � PIT 2 I , I ' � � � � �I i PROPOSED BUILOING i � LOT 3 � ' � � I I i i i , ■ PIT I ' LOT I � I '� � I � i � � 4 � , ; � �_ _�_ � ; __ i KINNIC!(INNICF( ROqD 196 169 HEPWORTH-PAWLAK LOCATION OF EXPLORATORY PITS F�9• I GEOTECHNICAL, Inc. - PIT 1 PIT 2 p 0 wc=za.a Y Y DD=69 N iy ��' • `L ' 5 5 ''°° ' , °.,, s � �°�T ,- Y a. WC=9.4 ��': N � ��: < DD=125 ;14. —i WC=6.9 � � ��" -- 'L' --� +4=46 =C __i WC=72.9 .'G —200=14 —2D0=23 LL=23 PI=7 �� 10 LEGEND: � TOPSOIL, sandy silt,slightly gravelly, scattered cobbles, stiff, moist, black, organic. �.'� SAND AND GRAVEL (5M-GM); sii#y,slighfij clayey wi#h cobbles and scattered boutders, b medium dense to dense, moist, light brawn. �.9 Hand driven liner sample. ' Disturbed bulk sample. --' NOTES: 1. Exploratory pits were excavated on March�3,i 996 with a backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were not measured and logs of exploratory pits are drawn to depth. 4.The expioratory pit locations should be considered accurate only to the degree implied by the method used. 5.The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual, 6. No free water was encountered in the pits at the time of excavation. Fluctuations in water Ievel may occur with time. 7. Laboratory Testing Results: WC = Water Content(%) -200 = Percent passing No. 200 sieve. DD = Dry Density tpcf) LL= Liquid Limit{°/a) +4 = Percent retained on No. 4 sieve. PI = Plasticity Index(%) 196 169 HEPWORTH - PAWLAK LOGS OF EXPLORATORY PITS Fig. 2 GEOTECHNICAL, INC. KfUflOM�fl AFIALYSIS �� NAE AEADI4G5 US.StAN'.Y.RD SERIES QEAP SOUAPE OPf7+liNGS 24 HR. 7 HP WMIN. 15MIN. �MIN.19M7N. 6MM, iMIN. �XI� #100 R50 /30 fIB f8 Ab 3QifY 3N' 17(C 3' 46' 0 7� � 10 � p 70 � � � 0 � w Z Z N ' Q N W � � � � � � Z � U V K � a , � a � � � m � io w 0 70° .001 A02 A06 A09 .018 .651 117b .160 .300 .800 1.18 236 d76 9.W 79.D 37.6 7B2 16Y 203 125 'T� DIAMEfER OF PARTICLES IN MIWMEfERS 54HD Gft4YEL W9v�Fc C.A1'TQSU.T ry MfDIUM E GRAVEL 46 % SAND 40 % SILTANDCLAY 14 % LIDUID LIMIT % PLASTICIN INDEX % s,onaP�oF: Silty Sand and Gravel with Cobbles FROM: Pit 2 at fr7 Feet 196169 HEPWORTH - PAWLAK GRADATION TEST RESULTS Fig. 3 GEOTECHNICAL, INC. . � � c � m � � +� m — — — � W � in � c!� � in C7 C� c � ? > ?� > ? -o � N (0 N N a = C N � v�i � f6 (�` f0 (7 � O (6 N N � m U � Ua N �- � � � � � � � � � mo � cn U z t 'D L "O c0 �„ ],L p� C � C OJ �p ±+ �+ °' in ci� cn cn O U c�i � 0 � w o , _ r '� w z � V UJ o a e a Z � 2 o h ," J � o J � a w („� � F x Z � Q o � r � Z — 2 �/i � ` J V w � w �- � L c w O oc ~ � € — `'' W — Q a � � � N � � a Y m � a a �' m w = � > ro d� � .! ¢ �' O in N r \� 6 6 Z Q J d U- � � � � C � �' � � O y O Q F- � � O � a a W W � � � � _ (� c� J 1^ H � YI VI U Q � W � T � z o w s � w '� � � � � y r � �: a o o � � N N � 2 � U � N � � N r p w °a (fl r r i Q � � (�f � O r W Y � va+ a � N — � a„►� Crestline- ` 1� Windows8,Doors ROUGH OP�NIN� G� ID� - - CrestWoodTM Casement i� � 1�WIDE CASEMENT Uni1 Dimension 1'-5 42' 1'-7 Vp" 1'�N VZ" 2'-5�/z' 2'-11 Vz" Rough Opening 1'fi" 1'-8" 2'-a" 2'-6" 3'-0" MetriCR.O,�mm) 457 SOB G70 7G2 914 GWs95'ae 12�/p" 14�/p" 18�Ip" 24�!p" 30�/2' �,_��Z,.. 610 � � � w� � . .. ... . . . 18'�2° PICTURES wcn i-is2o i•ts2o i-zozo �-zszo i-3o2o l -- f—. 2 ��2� ,�7 .�JJ (�� 1�� I� Me11ycF0�lmm 2 914,2N 330s7 3421�9z 415242� 5602�3Z. 3'•0" � _ 30 t/2• I_� WCA 1-0630 7-1830 1-2030 7-2630 1-3030 GlasaSize 30�/Z" 36 Vz" 42 Vz` 54 Vi" 66 Vp" _ 31067� . � �1 �' �� .��'i � � 36067 �� =U L_WJ�'� �� 3r�„ 36 /" 2 - - 3036 1-3636 1-4036 1-5036 1-6036 WCa 1-1636 14836 1-2036 1-2636 1 3036 WCr 1 � . I ___. -__ ��0 311�/z" I t � ��I �I_I �I 3qp Za„. �I � � a � O''�� " ' 422ta9„ �� _._� z WCA -� 1-7640 1-1640 1-2040 1-2640 � t-3040 �D� '� � WCP 1•3040 1-3640 1-4040 1-5040� 1-6040 41372ZN a W�I I�� .. I + 49!¢" �� . �I I! �,LLIJ � 4,8� 4._e„ _ 48�/q" WCA 1-1646 1•1646 1-2046 1-2646 1-3046 WCP 1-3046 73646 1-4046 1•5046 1-6046 __ - -_ - � � � � 4'11 /p"��. , � �.4 55242y�� I I-__ . 1524 .. �� I Ir _ ��' __ 54 V2, �,�. WCn 7-1650 1-1850 1-2050 1-2650 1-3050 wCr 1-3050 7-3650 1-4050 1-5050 7-6050 .. . .- � . ._...__- � . 5'-5 42°� � 5 5'/2,�. .. '-� I�I � � �I� � 56�6„ � � � � � !� � 5 VN �. _ . _. .__.__ 16�6 i, ` 60 /Z � - �G x . _ WCA 1-7656 1-1856 1-2056 1-2656 1-3056 WCP 1•3056 7-3656 1-4056 1-5056 1-6056 .—. i I ...___ - � --_ 5'-11 �l y" _� '�� 5,-71 �/�° - _ _ ��--�{I � 6 0 '� _ �' .�._ 1829 __ �I �� I I I I I I�I 1829 � ��_ � ��l �� ;: � � __� 66�,2• �_ ._� .___ 66�,2� .--. ___ - .___ __ . WCA 1•1660 7-1860 7-2060 7-2660 WCp i-3060 7-3660 1-4D60 1-5060 1-6060 , 2-WIDE �� 3-WIDE WCP3 TRIPLE RICTURE �❑� Rough Soft Met- Rough Soft Met- � Solt Metric � Glass Opg. U.D. ric Fough Opg. U.O. ric Rough Side Glass Picture Glass Rough Unit Rough Open- Size Width Width Opening Width Width Opening Size Size Opening Dimension ing(mm) 12 V2" 3'-0" 2'-71 4p,. 914 4,-6„ 4,5 Vp„ 1372 12 Yz% 361/p" 6'.6" 6'-5�/p" 1961 14 Vp" 3'-4" 3'-3 Vz" 1016 5'0„ 4'-11 t/p„ 1524 72�i2" M12 V2" 7'-0" 6'-11�/z' 2134 18 VZ" 4'-0„ 3'41 t/p" 1219 6'0" 5-11 1/2„ �829 12�/p" Gh�/p" 8'-0" T-11�/p" 2438 24 Vz" 5'-0" 4'-11�/p" 1524 7'-6" 7'-5 VZ" 2286 12 1/2" 661/p" g•.p" g'-11�/p" 2743 30 VZ 6,0" 5'-11�/p„ 1829 9.-0.. 8'-11 1/z" 2743 18 V2" 36 Y2• 7'_6" 7'-5 �g" 2286 � 18 '/z 42�/2" e'-0" 7�11�/p" 2438 4�WIDE ,," �; ' S•WIDE ; ; ,e �,z, 54,,2� 9_a„ a.,, ��Z- z�43 � ..'_ ' '--.. - 10 �/z" 66�/p` 10'-0" 9'-11�/y" 3048 12 4p" 6,0., 5, 11 �l1,. 1ffi9 � 7'-B" 7'-5�/z" 22F76 24�/p" 36 Yp" B'•6" 0'-5�ip" 259i �� 141�2„ 6,$�, 8,7�/p' 2032 6._Q,� �,_3 1�2�. 2540 pq f�2� q21�2, g,_0„ 0�_�1 i/L" 2743 � 18�/p` 8'-0„ T-11 Vp" 2438 10.•0„ 9'41 t/p,. 3�48 26�/z` G6 Vp" 11'A" 10'-11 �/2" 3353 24�/p" 10,0" 9'-11�/2" 3048 12,6„ 1Y-5�/2" 3810 30 Vp" 72.0„ 11,d1 V2" 3658 NA NA NA KRM CONSULTANTS, INC. 19701 949-9397 P.O. BOX 4572 FAX 949-1577 VAIL, COLORADO 81658 FIELD REPORT T0: DATE: �0� a�a GAtzt'ENTCZ`� UNLIMITEb ARRNE: 8;00 A• M� �.4X 47(0 - 3097 DEPART: 8 : 3o q. i•�1 . WEATHER: c.o�� , st.�ow� t`ty ATTENTION: bohl �2ESS�EY PROJECT: JOB NUMBER: STE�Ib – B2e�DLE`f DUPLEX � (n0 `f'– II This was a final framing review for this project. Our previous site visit, on 10/29/96, revealed some items that required correction. With the exception of the exterior deck framing, these items have been completed to our satisfaction, and no other problems have been discovered. The exterior deck framing was not done according to the structural drawings, and some remedial work is required. Please see the attached sketch. ., � `,�n1Nt111liillirrrluijy� .��`�p�`P90 RE�ISTSt��, �. �`_ `�a�;��,Y R. �'4�9 = ��'t 0k, ',kc�"° : ` ,� , k �1 rni = � °Y;+,P�`-��99 �'� _ . �� . ��, �: •�,�` Jl?�FFSS�O N AL ENG�\� ��'"�JdblJi��lAltWA1+,�� . SIGNED: /� COPY T0: Toult�i n� V�.I L — C�}(�c� �ELbMAN REVIEWED: i AIR MAINTENANCE CO. , INC. PROJECT: STERIO/BRADLEY DUPLEX p..0. BOX 2107 CLIENT: ACCURATE HEATING GLENWOOD SPRINGS, CO 81602 DATE: AUGUST O1, 1996 RESIDENTIAL/LIGHT COMMERCIAL HVAC LOADS DESIGNER: RAYMOND PAYNE CLIENT INFORMATION: NAME: ACCURATE HEATING ADDRESS: 3441 S. GRAND AVENUE CITY, STATE: GLENWDOD SPRINGS, COLORADO TOTAL BUILDING LOADS : ------------------------------------------------------------------------------ BLDG. LOAD AREA SEN. LAT. + SEN. = TOTAL DESCRIPTIONS QUAN LOSS GAIN GAIN GAIN ------------------------------------------------------------------------------ 3-D WINDOW DBL PN LOW EMIT WOOD FR 129 4, 285 0 3, 630 3, 630 8-P GLS DOOR DBL LOW E WOOD FR 84 2 , 790 0 1,596 1, 596 9-G FRENCH DODR DBL CLR GLS WOOD FR 21 1, 009 0 798 798 12-H WALL R-19 + 1/2" GYP BRD(R-0.5) 1, 178 6, 502 0 1, 668 1, 668 15-H WALL >5�BELOW GRD 8" BLK+R-19 586 1, 672 0 0 0 10-D DOOR WOOD SOLID CORE 25 1, 058 0 271 271 16-H CEILING R-38 INSULATION 912 2, 182 0 854 854 21-A BASEMT FLOOR 2 'OR> BELOW GRADE 636 1, 404 0 0 0 ------------------------------------------------------------------------------ SUBTOTALS FOR STRUCTURE: 3 , 571 20, 902 0 8, 817 8,817 PEOPLE 0 0 0 0 0 APPLIANCES 0 0 0 0 0 DUCTWORK 0 0 0 0 0 INFILTRATION W.CFM: 144 . 5 S.CFM: 72 . 2 0 14 , 621 0 1, 589 1, 589 VENTILATION W.CFM: 0. 0 S .CFM: 0. 0 0 0 0 0 0 ------------------------------------------------------------------------------ SENSIBLE GAIN TOTAL 10, 406 TEMP. SWING MULTIPLIER X 1. 00 BUILDING LOAD T�TALS 35, 523 0 10,406 10,406 ------------------------------------------------------------------------------ SUPPLY CFM AT 20 DEG DT: 473 CFM PER SQUARE FOOT: 0.217 SQUARE FT. OF RO�M AREA: 2 , 184 SQUARE F��T PER TON: 2 , 518 . 547 TOTAL HEATING REQUIRED WITH OUTSIDE AIR: 35.523 MBH TOTAL COOLING REQUIRED WITH OUTSIDE AIR: 0.867 TONS CALCULATIONS ARE BASED ON 7TH EDITION �F ACCA MANUAL J. ALL COMPUTED RESULTS ARE ESTIMATES AS BUILDING USE AND WEATHER MAY VARY. BE SURE TO SELECT A UNIT THAT MEETS BOTH SENSIBLE AND LATENT LOADS . ******** RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE ******* AIR MAINTENANCE CO. , INC. GLENWOOD SPRINGS, CO 81602 STERIO/BRADLEY DUPLEX AUGUST O1, 1996 PAGE 2 ************************ TOTAL ZONE LOADS FOR ZONE # 1 *********************** ------------------------------------------------------------------------------ BLDG. LOAD AREA SEN. LAT. + SEN. = TOTAL DESCRIPTIONS QUAN LOSS GAIN GAIN GAIN ------------------------------------------------------------------------------ 3-D WINDOW DBL PN LOW EMIT WO�D FR 129 4, 285 0 3, 630 3, 630 8-P GLS DOOR DBL LOW E WOOD FR 84 2 , 790 0 1, 596 1, 596 9-G FRENCH DO�R DBL CLR GLS WOOD FR 21 1, 009 0 798 798 12-H WALL R-19 + 1/2" GYP BRD(R-0.5) 1, 178 6, 502 0 1, 668 1, 668 15-H WALL >5�BEIAW GRD 8" BLK+R-19 586 1, 672 0 0 0 10-D DOOR WOOD SOLID CORE 25 1, 058 0 271 271 16-H CEILING R-38 INSULATION 912 2 , 182 0 854 854 21-A BASEMT FLOOR 2 �OR> BELOW GRADE 636 1, 404 0 0 0 ------------------------------------------------------------------------------ SUBTOTALS FOR STRUCTURE: 3,571 20, 902 0 8, 817 8, 817 PEOPLE 0 0 0 0 0 APPLIANCES 0 0 0 0 0 DUCTWORK 0 0 0 0 0 INFILTRATION W. CFM: 144.5 S.CFM: 72 .2 0 14 , 621 0 1, 589 1,589 VENTILATION W.CFM: 0. 0 S.CFM: 0. 0 0 0 0 0 0 ------------------------------------------------------------------------------ SENSIBLE GAIN TOTAL 10, 406 TEMP. SWING MLTLTIPLIER ?C 1.00 BUILDING LOAD TOTALS 35, 523 0 10, 406 10, 406 ------------------------------------------------------------------------------ SUPPLY CFM AT 20 DEG DT: 473 CFM PER SQUARE FOOT: 0. 217 SQUARE FT. OF ROOM AREA: 2, 184 SQUARE FOOT PER TON: 2 , 518. 547 TOTAL HEATING REQUIRED WITH OUTSIDE AIR: 35.523 MBH TOTAL COOLING REQUIRED WITH OUTSIDE AIR: 0. 867 T�NS CALCULATIONS ARE BASED ON 7TH EDITION OF ACCA MANUAL J. ALL COMPUTED RESULTS ARE ESTIMATES AS BUILDING USE AND WEATHER MAY VARY. BE SURE TO SELECT A UNIT THAT MEETS BOTH SENSIBLE AND LATENT LOADS. ******** RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE ******* AIR MAINTENANCE CO. , INC. GLENWOOD SPRINGS, CO 81602 STERIO/BRADLEY DUPLEX AUGUST O1, 1996 PAGE 3 ************************* MISCELLANEOUS PROJECT DATA ************************* DESIGN CONDITIONS: WINTER SUi✓�IER OUTDOOR DRY BULB TEMPERATURE -20 DEG.F 95 DEG.F INDOOR DRY BULB TEMPERATURE - ZONE 1 72 DEG.F 75 DEG.F DESIGN TEMPERATURE DIFFERENCE - ZONE 1 92 DEG. F 20 DEG.F INDOOR-OUTDOOR GRAINS DIFFERENCE 0 GRAINS OUTDOOR DAILY TEMPERATURE RANGE MED GENERAL PROJECT DATA: PR�JECT DATA FILE NAME: C:\ELITE\STERIO TOTAL GROSS WALL AREA (SF) : 2, 023 . 00 NON-GLASS DOOR AREA (SF) : 25. 00 TOTAL NET GLASS AREA (SF) : 234 . 00 TOTAL SKYLIGHT AREA (SF) : 0. 00 TOTAL NET WALL AREA (SF) : 1, 764 . 00 TOTAL NET ROOF AREA (SF) : 912 . 00 TOTAL EXPOSED AREA (SF) : 2, 935. 00 PEOPLE LATENT LOAD MIJLTIPLIER: 230. 00 PEOPLE SENSIBLE LOAD MULTIPLIER: 300. 00 LATITUDE DEGREES: 39 . 00 TEMPERATURE SWING MULTIPLIER: 1. 00 EXTERNAL SHADING TYPES: NO. OVERIiANG OFFSET ---- -------- ------ 1• 7 . 0 0. 0 2 . 0. 0 0. 0 3 . 0. 0 0. 0 4 . 0. 0 0. 0 5. 0. 0 0. 0 6• 0. 0 0. 0 7. 0. 0 0. 0 OUTSIDE AIR DATA: WINTER SUMMER INFILTRATION AIR CHANGES PER HOUR: 0. 400 0 .200 CUBIC FEET OF CONDITIONED SPACE: X 21, 672 X 21, 672 -------- -------- 8, 669 4, 334 X 0. 0167 X 0. 0167 -------- -------- TOTAL BUILDING INFILTRATION CFM: 144 .5 72.2 TOTAL BUILDING VENTILATION CFM: 0. 0 0. 0 INFIL. & VENT. SEN. GAIN MULTIPLIER: 22 . 00 = (1. 10 X 20 SUMMER TEMP. DIFF. ) INFIL. & VENT. LAT. GAIN MULTIPLIER: 0.00 = (0. 68 X 0 GRAINS DIFFERENCE} INFIL. & VENT. SEN. LOSS MULTIPLIER: 101.20 = (1. 10 X 92 WINTER TEMP. DIFF. ) ******** RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE ******* AzR MAINTENANCE CO. , INC. GLENWOOD SPRINGS, CO 81602 STERIO/BRADLEY DUPLEX AUGUST O1, 1996 PAGE 4 *�***********�******�*****�* DETAILED ROOM LOADS ***�*********************��* ITEM AREA -U- HTG SEN. CLG LAT. SEN. DESCRIPTION QUAN VAL. HTM LOSS HTM GAIN GAIN 1. BASEMENT 24 . 0 WID X 23 . 0 LEN = 552 SF CEIL.AT = 10. 0 W -WALL-15H 9 X 23 199 0. 031 2 . 9 568 0. 0 0 0 N -WALL-15H 9 X 24 216 0. 031 2 . 9 616 0. 0 0 0 W -GLAS-3D 2-P O-0 S-1 0%S 8 0. 361 33 . 2 266 64 . 0 0 512 FLOOR-21A 23 X 24 552 0. 024 2 . 2 1, 219 0. 0 0 0 INFIL. W: 4. 5 S: 2 .2 8 56. 5 452 6. 1 0 49 ROOM T�TALS 3 , 121 0 561 2 . BASEMENT ENTRY 7. 0 WID X 12 . 0 LEN = H4 SF CEIL.HT = 9. 0 W -WALL-15H 9 X 12 108 0. 031 2 . 9 308 0. 0 0 0 S -WALL-15H 9 X 7 63 0. 031 2 . 9 180 0. 0 0 0 FLOOR-21A 12 X 7 84 0. 024 2 . 2 185 0. 0 0 0 INFIL. W: 0. 0 S: 0. 0 0 56. 5 0 6. 1 0 0 ROOM TOTALS 673 0 0 3. MID LEVEL 24 . 0 WID X 23 . 0 LEN = 552 SF CEIL.HT = 10. 0 W -WALL-12H 9 X 23 207 0. 060 5. 5 1, 143 1. 4 0 293 N -WALL-12H 9 X 24 156 0. 060 5. 5 861 1. 4 0 221 N -GLAS-3D 2-P O-1 S-1 100oS 18 0. 361 33 . 2 598 19 . 0 0 342 N -G.DR-8P 2-P 0-1 S-1 81%S 42 0. 361 33 . 2 1, 395 19 . 0 0 798 INFIL. W: 33 . 5 S: 16. 7 60 56. 5 3 , 387 6. 1 0 368 ROOM TOTALS 7 , 384 0 2, 022 ******** RESIDENTIAL AND LIGHT COMMERCIAL HVAC LAADS BY ELITE SOFTWARE ******* AIR MAINTENANCE CO. , INC. GLENWOOD SPRINGS, CO 81602 STERIO/BRADLEY DUPLEX AUGUST 01, 1996 PAGE 5 *****�********************** DETAILED ROOM ZAADS ***********************��**** ITEM AREA -U- HTG SEN. CLG LAT. SEN. DESCRIPTION QUAN VAL. HTM LOSS HTM GAIN GAIN --------------------------- ------ ------ ----- ------- ----- ------ ------- 4 . MID LEVEL ENTRY 7. 0 WID X 12 . 0 LEN = 84 SF CEIL.HT = 9.0 W -WALL-12H 9 X 12 108 0. 060 5.5 596 1. 4 0 153 S -WALL-12H 9 X 7 20 0. 060 5. 5 110 1. 4 0 28 S -DOOR-lOD 7 X 3 . 5 25 0. 460 42 . 3 1, 058 10. 9 0 271 S -GLAS-3D 2-P 0-0 S-1 0%S 18 0. 361 33 . 2 598 32 . 0 0 576 INFIL. W: 24. 0 S: 12 . 0 43 56. 5 2, 427 6. 1 0 264 ROOM TOTALS 4 , 789 0 1,292 5. UPPER LEVEL 24 . 0 WID X 38 . 0 LEN = 912 SF CEIL.HT = 10. 0 W -WALL-12H 10 X 38 380 0 . 060 5. 5 2, 098 1.4 0 538 N -WALL-12H 10 X 24 158 0. 060 5. 5 872 1.4 0 224 S -WALL-12H 10 X 7 39 0. 060 5.5 215 1.4 0 55 S -WALL-12H 10 X 14 . 5 110 0. 060 5. 5 607 1.4 0 156 S -G. DR-9G 2-P O-0 S-1 0%S 21 0. 522 48 . 0 1, 009 38. 0 0 798 S -GLAS-3D 2-P 0-0 S-1 0%S 10 0. 361 33 . 2 332 32 . 0 0 320 N -GLAS-3D 2-P 0-0 S-1 OoS 8 0. 361 33 . 2 266 19. 0 0 152 N -GLAS-3D 2-P 0-0 S-1 0%S 8 0. 361 33 .2 266 19 . 0 0 152 N -GLAS-3D 2-P 0-0 S-1 0%S 24 0. 361 33 .2 �97 19. 0 0 456 N -G.DR-8P 2-P O-0 S-1 0%S 42 0. 361 33 . 2 1, 395 19. 0 0 798 S -GLAS-3D 2-P O-0 S-1 0%S 35 0. 361 33 . 2 1, 162 32 . 0 0 1, 120 CEIL-16H LIGHT 38 X 24 912 0. 026 2 . 4 2 , 182 0. 9 0 854 INFIL. W: 82 . 6 S : 41. 3 148 56. 5 8, 355 6. 1 0 908 ROOM TOTALS 19, 556 0 6, 531 . , . �******* RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE ******* AIR MAINTENANCE CO. , INC. GLENWOOD SPRINGS, CO 81602 SmERIO/BRADLEY DUPLEX AUGUST 01, 1996 PAGE 6 ************************* ZONE # 1 ROOM LOAD SUMMARY ************************* ------------------------------------------------------------------------------ RM ROOM AREA ------ HEATING ------ ------ COOLING ------ N0. DESCRIPTION (SF) BTUH % TOT CFM BTUH % TOT CFM ------------------------------------------------------------------------------ 1. BASEMENT 552 3 , 121 8. 8 41 561 5.4 26 2. BASEMENT ENTRY 84 673 1.9 9 0 0. 0 0 3. MID LEVEL 552 7, 384 20. 8 96 2, 022 19.4 92 4. MID LEVEL ENTRY 84 4 , 789 13 . 5 62 1, 292 12.4 59 5. UPPER LEVEL 912 19, 556 55. 1 254 6, 531 62.8 297 ------------------------------------------------------------------------------ Z�NE SUBTOTAL 2 , 184 35, 523 100. 0 461 10, 406 100. 0 473 LATENT GAIN 0 ZONE TOTALS 35, 523 10, 406 0.867 TONS ------------------------------------------------------------------------------ » ******** RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE ******* AIR MAINTENANCE CO. , INC. GLENWOOD SPRINGS, CO 81602 S�ERIO/BRADLEY DUPLEX AUGUST O1, 1996 PAGE 1 ************************* ZONE # 1 ROOM LOAD SUMMARY ************************* ------------------------------------------------------------------------------ RM ROOM AREA ------ HEATING ------ ------ COOLING ------ NO. DESCRIPTION (SF) BTUH % TOT CFM BTUH % TOT CFM ------------------------------------------------------------------------------ 1. BASEMENT 552 3 , 685 6.8 48 610 5. 1 28 2 . BASEMENT ENTRY 84 673 1. 3 9 0 0. 0 0 3 . MID LEVEL 552 11, 618 21. 6 151 2 , 390 19.9 109 4. MID LEVEL ENTRY 84 7, 824 14 . 5 102 1, 556 13 . 0 71 5. UPPER LEVEL 912 30, 000 55.8 390 7 , 439 62 . 0 338 ------------------------------------------------------------------------------ ZONE SUBTOTAL 2, 184 53 ,800 100. 0 699 11, 995 100 . 0 545 LATENT GAIN p ZONE TOTALS 53 , 800 11,995 1. 000 TONS ------------------------------------------------------------------------------ KKM [,oNSULTaNTS, IN�. 3039491577 P. �1 KRM G�ONSULTANTS, INC� �970) 949-9391 I'.O. 90iC 4572 FAX 949-1577 VAIL, COLORApt� 8'i 658 �.�.�,�,.�.� �'AX TRANSMI7"TAL DATE �� ( �� , FAX T�: 1. NAME GHtJGiG. ��LCMAN _ 3. N.4ME C�MPANY '�a� CQl1APA1VY FAX 'E7 �( _ 2�52 FAX 2, NAME bON P�ES�L�.Y 4. NAME COMPANY ^-A RP�t�rr�Y t�r��'rD, COMI�ANY �AX - 47� - 30�! 7 �, FAX .� PR�JECT�T�-l�t� - l�i��DL�.Y JOB NUMBER __. �O�F ��,� iVt�M6ER OF PAGES (INCLUDING Tf11S TRANSMITTAL) - - - `� CQMMENTS: �� ,��-.; .~�� Y .cc.s�C. � SIGNED """�—�._�� - . KRM CONSULTANTC, INC. 3039491577 P. 02 KRM �Qr�su�.-rA�v-rs, INC. ie74) 949•8391 �.D. BOX 4577 FA% 9+�9-1577 VAIL, GQLORADO 81 B58 FIELD REPORT T0: DATE� �0_�3�� R� GA�.�g,J�1T1�� ?tVLiMtTEI] � ARR11/E: a=40 14. M� �.4 X �47 fa - 3 a�7 _ �EPART: g ; 3 D ,�.�[ . �. .. wEATH ER: ��Ri 51.101n!1!.1 C� ATTENTION: bbhl P ,�, �55LE`( . PROJECT; J08 NUMB�R; _�TE�lL7 - BRs�D1_�`�' .DU_Pl.�.X �CdD�~ � � _ This was a f�n�l fraut�ina review for this project. Our previaus site visit, an i p12sl98, revealed some items that raqu�rad corre�tian. Wich the exception af the exterior deck framinq. theae ltems have been campleted ta our satisfaction, and no othar pro[slems have heen discovered. The exter(or deck framinp was nnt dbn�BCCardinq ta the sfructura) dr�►wlnps, and some remadial wnrk is rw�uirnd. PlpacA see the attached aketch. ;�" '' ! ��p0 R�E6�l�i�i �o�•°'��1.v R~'rF' �cs�� ; � � •'� t�■ � � �' ^'t � . � � ' _' ., r�� 9 S� ��%syti`` �°�FS•Sr�A��y�� '� :� SIGNED: CpPY TQ: , L� TdUJf,! b� Vdl� � G�IUC� �'�i-DF.�AN REYiEWED: _ KRM CONSULTANTB. IMC. 3ea9ayi5rr r. do � JOB S��!�� Q � I. , KRM CON�UL�t�ANTS, INC. P.O. BflX 4rJ7� 9MEET NO. �� . .. QF.-_M1..__�„ VAIL, GOLQRADO 81658 cq�cuurEO ev �Cf�N� (970) 949-9393 '. °AT� FAX (97Q) 949�1577 CHEGKED BY [SATE Sca:e `� '� = f �O „ , , ,, , . � . �EVI SF p FRAM !l�JC� �4T' UP!'yFR I�E�� , _ , ;< € '...- �x(a F'a�T f�DD 2x I o brocx ��HINA �A, �$ �� thP,�J-L�0!T5 " E3a�r � �Zn ` q� �A � - _ ....—. ' l,.. � ' , ^ , ' _.� i 'n � . i , � � �ou��.� �.��'S ��r'�x � �.�., � � y,�� ; �! , R�Mov� P�ssut��-� � 6�oGKlN,G� �TWRE. Joa,�75 � AhtD �4f�D �IMt'�'aQhi A3� C41r �A, S1D� R�{'�C� SlMP5Qf.} k�5 pR�&6UP_� iSl.O?i;.lhtc� �,r �A� alC�� v._ � i _ � {, r l�A3r �2�-� : ,1 � Q' x �,� �q�g ' , -�: 'rn �A. �o�T ., bau5�.� �Kas y ° � ��, � , _ � �� -�..�.„.�._....�._,�. — �.� , ��a x � c,.�. ; ,> 2.�t b i��.v�.K!N G �---M. ' , , � 7aP viF�J A- A z . . . . , ., ,,. : ;, r , ., .. . ,, . . , � .. . .: .. . .. . .. � ,, ,, . . . . . , - . :t _ ,. .. „ . . . . .. +weadcr s7%�.4rnn�"c�,c:e�or++rs�rnr�.±a c�xr�w,ae ro�_rep=+�s[�a.E,sce� B96-0164: Entries for Item:540 - BLDG-Final C/O 15:10 02/28/2013 Action Comments By Date Unique_ Ke qp JRM 10/10/2008 A000118 586 Total Rows: 1 Page 1 �,,._,..�..�,�..,.,_-----—— — — — — J `./ - 1�-�� . rI I I Paga 6 � ; 02-21-2003 Inspectian Request Report� ir4g _fi:50_am ._._____..___.___._ �_____.___e..�.._____.._.._iLA�IL.-C.Q..r?9�Vti�1_4�_._...�_.___.._._._._.__---------..._.�___�... ._.___�___._ � � Requesbed Inspect Dste: Friday�February Zt,7003 Insq�on Araa: CD , 51te Add�sa: �76�B5 K{NICKINtCK RD� � A,�+JIa Inbrma�an , p,ctivHy: B9fi-016�4 TYfYe: &BUILD s��; VN��75� �' CpIIED CW'1St Type: GkCUp�nCy: 0007 Phone; � ' p�ics�t CARpENI'RY UNLIMITE�.ING 'OW11er: STERt�ROBERT W&DENYSE� P'hone: 3038263T53 I Qescr�: NEVY DtJPLEXUNLIMI'1'ED.INC � I Reau�sbed inspec�9�1� � � lbsm: �37 PLAN-FINAL C/Q Requesbed Timo: 08:00 AM `"� RaquesMr: KITCHEN C�?NNECTK?PJ Phone: 97a846-0262 A�n�d To: CiRUTHER Ent�e►ed By: JMONDRACON K p�: Time Exp: �..� ___------ I� : 589 PW-FIMA!_C!0 Requesteci Time: 08:00 AM I ! Raq : K[TCHEN CONNECTION Phone: 970-846�0262 ei Assipn�d o: LS EM�ad 8y: .MA�PIDRAGON K Exp. ' ,�. �/u/° 3 � �� //= yS'A�c. Inspectian HlsfiocY `� '' IEem: 10 BL�F�ngsJSteal . EO App�oved'" �n: AF�PR MPRCfVED Comnwnts: A�R�D � I�em: 2Q BLDa-Faum�NordSteei '*�'��"� ��,; APPR APPRt�lED 08/01196 Ins CF �� RTH d�E�T WALL �: PA PARTW.APPRWAI. � , �,�;� S SEC O�F�,��QUNQA'TK)N �: APPR APPROVED C�� APpROVEDGF q�q�: APPR APPROVED I CommeM�: AP'pR01lED �✓ , �em: 520 PLAI�-ILC 516e Plen f`qp�r°�� Acibn: APPR AF'PROVED OA/2AJ96 p��' GEfJRG� Cpmtnents: OVED IMm: 30 8LD a1� • CD AcUon: /1PPR APPROVED `'' C01r11riArItS: ` fT R ONLCF 9W26196 Iktion: DN DENIED �� U��: �F qdlort: GO CERTtF�ATE OF OCCUPANCY � ; 10/28196 A� Comma►Ms: T1.CL)MMS-REMOVE fNSULATiON FGR iN8PEC71ON�R HAVE ENG OF REGt)RD AppRpVAL FaR FRAMING � ° ',�: It�am: 60 8L ia18/96 r. EC��avad"` ��: AppR APPROVED �,,, � A�OVED�G q��: APPR APPR�D r..ommants: un b oMy Actlon: APPR APPROdED 10/31l9S Insp�p� EG �,,, Comtner►ts: API�ROVED �� .R ; Ib�mm: tS0 BLa31S2�'k Netl . EG APP�OY� Actlon: APPR APPRC?VED ' CamRwMs: A�OVED �,�,� " ; {tem: 'iQ BL.DG 712� {r►spector: EG� Action: DN DENIED Ccmmenb: not ready Actlon: APPR APPROYED 12l841�6 Inspector: EG � ._ --- -- -- — - -- �------- Rul1 Id: E REPT131