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Home My WebLink AboutB14-0268 \Lk ' 0262 Q7 JOB KRM CONSULTANTS, INC. #1407-08 FRAZIER REMODEL SHEET NO. SK-3 OF S1 structural engineering and design DRAWN BY TDH DATE 08/29/14 P.O. BOX 4572 PH: (970) 949-9391 CHECKED BY DATE VAIL, CO 81658 FAX: (970) 949-1577 SCALE 1/4" = 1'-0 OG V GOO P. °I� R. a DWL. (N) CONC. WALLS TO (E) "o �t±� W/ #5 DWLS. x 24" BENT INTO O,ce1/4aa.oe ��'\ EXSTG. CMU WALL - GROUT kg$10 l� SOLID., TYP. (2-BARS PER INTERFACE). (NOTE: THIS CONN. HAS BEEN FIELD VERIFIED) 08/29/14 10'-2" V.I.F. �\ T.O.W. = V.I.F -� T.O.F. = V.I.F ,,0' _ \- \1 ■ ul - - - - 1 I H .1 II ( I, 3 ON 4" CLEAN UNDISTURBED 2'-O" ;TED STRUCTURAL /I GINEER. JI TH I _DED WIRE FABRIC nvinF 1" nFFP I I i • 'S1C1-620t' Hc� •. technical,Inc. GL26. Otani r 5020 County Road 154 eCh 5020 Glenwood County ty Road Colorado 81601 Phone:970-945-7988 HEPWORTH-PAWLAK GEOTECHNICAL Fax:970-945-8454 email:hpgeomhpgeotech.com August 15, 2014 Aspen Grove Construction Attn: John CIouatre P.O. Box 817 Minturn, Colorado 81645 (john@aspengroveconstruction.net) Job No. 114 313A Subject: Observation of Excavation, Proposed Addition, Lot 9, Bighorn Subdivision 2nd Filing, 3826 Bridge Road, Vail, Colorado Gentlemen: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on August 12, 2014 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our agreement for professional engineering services to Aspen Grove Construction, dated August 4, 2014. The addition will be attached to the northeast corner of the residence and be single story slab-on-grade construction. Spread footings sized for an allowable bearing pressure of 2,000 psf were assumed for the foundation support. At the time of our visit to the site,the foundation excavation had been cut in one level about 31/2 feet below the adjacent ground surface. The cut depth was down to the bearing level of the footings of the existing residence. The soils exposed in the bottom of the excavation consisted of silty to very silty clayey sand. Results of swell-consolidation testing performed on a sample taken from the cut depth, shown on Figure 1, indicate the soils are moderately compressible under conditions of loading and wetting. No free water was encountered in the excavation and the soils were moist to very moist. Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1,500 psf can be used for support of the proposed addition. The exposed soils tend to compress when loaded and wetted and the bearing soils should be kept dry to limit potential foundation settlement. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose disturbed soils in footing areas should be removed and the exposed soils compacted. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthome 970-468-1989 Aspen Grove Construction August 15, 2014 Page 2 feet. Foundation walls acting as retaining structures (if any) should also be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for on-site soil as backfill excluding organics. A perimeter foundation drain should not be needed due to the finish slab grade near perimeter ground surface grade. A perimeter foundation drain should be provided around crawispace areas. Structural fill placed within floor slab areas can consist of the on-site soils excluding organics compacted to at least 95%of standard Proctor density at a moisture content near optimum. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at least 10 feet of the building. Landscape that requires regular heavy irrigation, such as sod, and sprinkler heads should not be located within 5 feet of the foundation. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH— PAWLAK GEOTECHNICAL, INC. f 4 4s--2 Steven L. Pawlak, P. . 3 9 o .. SLP/ljg 't,u'i trti ,0.....sp Attachment: Figure 1 — Swell-Consolidation Test Results cc: KRM Consultants—Tim Hennum(tdh@krmconsultants.com) Job No. 114 313A � MP p _ _ Moisture Content = 20.4 percent Dry Density = 100 pcf Sample of:Very Silty Clayey Sand From:Bottom of Excavation- NE Corner 0 1 Compression upon z 2 wetting O cn cd 3 a_ • 4 5 O 0.1 1.0 10 100 APPLIED PRESSURE (ksf) H 114 313A Ge( teCh SWELL-CONSOLIDATION TEST RESULTS FIGURE 1 HEPWORTH-PAWLAK GEOTECHNICAL _ '� �tE ch Page: 1 HEPWORTH-PAWLAK GEOTECHNICAL, INC. Invoice Number: 0115455 5020 County Road 154 Invoice Date: 8/18/2014 Glenwood Springs,co 81601 Invoice for Professional Services I Phone: 970-945-7988 Job Number: 114313A Fax: 970-945-8454 Project Manager: SLP Aspen Grove Construction Project: Proposed Closet Addition Attn: John Clouatre 3826 Bridge Road P.O. Box 817 Vail CO Minturn, CO 81645 PAYMENT TERMS - DUE UPON RECEIPT WE NOW ACCEPT VISA& MASTERCARD!! Professional Services: PLEASE INCLUDE INVOICE NUMBER ON CHECK DATE TASK DESCRIPTION UNITS RATE AMOUNT 8/18/2014 1.00 S 600.00 $ 600.00 /LS Lump Sum Observation of Excavation WE APPRECIATE YOUR BUSINESS.THANK YOU. Invoice Total: $ 600.00 PLEASE PAY FROM THIS INVOICE. Fed Tax ID: 84-1228299 Late fee of$30.00 or 1.5%per month(whichever is greater)will be charged 30 days from the invoice date. NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� �nw��veu, . Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B14-0268 Project #: PRJ13-0542 Job Address: 3826 LUPINE DR VAIL Applied.....: 07/25/2014 Location......: AKA 3826 BRIDGE ROAD Issued. . . : 08/01/2014 Parcel No....: 210111101023 OWNER HUMMINGBIRD CO 07/25/2014 C/O JUNE FRAZIER PO BOX 2077 VAI L CO 81658 CONTRACTOR ASPEN GROVE CONSTRUCTION 07/25/2014 Phone: 970-471-4857 JOHN CLOUATRE BOX 817 MINTURN CO 81657 License: C000003794 APPLICANT HUMMINGBIRD CO 07/25/2014 C/O JUNE FRAZIER PO BOX 2077 VAI� CO 81658 Description: ADDITION OF GRADE LEVEL WALK-IN CLOSET UNDER EXISTING MAIN LEVEL EXTERIOR DECK. REPLACE EXISTING RANDOM FLAGSTONE PATH WITH STAMPED CONCRETE SIDEWALK. Occupancy: R-3 Type Construction: VB Valuation: $26,000.00 ..................«.......,.....,,.,,....,............................,.......... FEE SUMMARY .................:......,..«....,.,......................,,,,....,............. Building Permit-------> $401.35 Bldg Plan Check----> $260.88 Use Tax Fee-----------------> ' Electricat Permit------> $115.00 Elec Plan Check------> $320.00 Mechanical Permit----> $74.75 Restuarant Plan Review--> $0.00 $0.00 Mech Plan Check-------> $0.00 Additional Fees-------------------> $0.00 � Plumbing Permit-------> $0.00 Plmb Plan Check-------> $0.00 Recreation Fee-----------------> $12.00 Investigation-------------------> $0.00 ?' Will Call----------------> $10 00 `� TOTAL PERMIT FEES-----> s1,183.98 Payments-----------. ---> :1,193.98 BALANCE DUE - -> s0.00 tw�i�rxxx�t�r�rxww��r+nrw�:�i��wx�.w»��w�:w:�ii�::rr�xxw�.�i:ew+�:��e»rt��w�Ntrw�w�i,e»�+ttir��r�t�ei�,r�,�w�rres.t�w��xw�twii�w��rw++sn'wrzixwwwrrre�rww�.rry�:H.::reew►txrrrri:�„w��w DECLARATIONS 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 town's 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 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM -4:00 PM. combination permit 012811 , r ! �a�x oF v� l +eie�,ew�:»w�x��rex��t:ii►��rrexvr��::rsr��s.rwwx��riwr��ten+�xt:s�v.�:tri+rx:�:rssrwwx�rrr�t�iiw�r:�r�ew+�tt+rrwwwr�eixt:►r:►w::x+�w�yn.:�:x►rtt��xxww�t�,trxnr�ix+x*�::�,e�tt►►rwer�tr�w�e CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 614-0268 Address: 3826 LUPINE DR VAIL Owner: HUMMINGBIRD CO Location: AKA 3826 BRIDGE ROAD :rizxr:,ees:R�::+rt�::r++rxe:wrt:t�r�►+i�rrr�w�v��r+�x�:�,r��.rrr�w�:x�w�,�x�iri,rv,�xri�r�:wxrewww�r:�r►w»r��tH�rv.:reirtxiie�w+iwwrwaxxwi+�ixie��►wiir��wrir�vr+yiiir�:+.::�rrrwr»�►+wwei� combination permit 012811 f � T�WNOF YAIL ' ....�..........*�.*...*....*............**.....*.*,,,...*..*�*��..*..�....***..,.***�*.**.*�*****...�*...****......,.*.....*..........�..*#.**�...��.* REQUIRED INSPECTIONS AND STATUSES Permit#: 614-0268 Address: 3826 LUPINE DR VAIL Owner: HUMMINGBIRD CO Location: AKA 3826 BRIDGE ROAD .......................*„*.,.....,....***«,,.......**...*�,,.«.*......«*«*...,,..*.....*......*.**...***.*...*�«....*.*....�......,,..�„«*.*,,.....*«*,.... Item: 00010 BLDG-FOOTING Item: 00020 BLDG-Foundation/Steel Item: 00120 ELEC-Rough Item: 00030 BLDG-Framing Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail Item: 00190 ELEC-Final Item: 00090 BLDG-Final combination permit_012811 _ t - Department of Community Development � � 75 South Frontage Road �� `��.'�` ..' Vaii,CO 81657 Te I: 970-479-2128 www.vailgov.com Development Review Coordinator . BUILDING PERMIT APPLICATION (Separate applications are required for alarm &sprinkler) ,_ _.___--..__._.._..__...�..__�...�.__._.____----------.�____.______.�,._�._____...._._ _____.�__._ ;Project Street Address: Project#: �� -j'.J�� :` �Z6 _��IA�� R d�_� - `(Number) (Street) (Suite#) DRB#: �f�� ' `7 7 ✓�` :`Building/Complex Name: Building Permit#: � "1 ` � �-`�.� Contractor information Lot#: Block# Subdivision: !Business Name: f,SG'�N 6 tidU� �'arvslRUlT/4�i �'iv�; ; _._......_ _ _....._. _ _..._ __._____, Business Address: 6'�X gl '7 'Work Class: New�} Addition� Alteration� �'_ _.._..._.•............................................�_._..._.-----....__. ................ ......---........------�: ;Ciry /+1//y�(/�/�j State: C(? Zip: �lL�`5 �Type of Building: Contact Name: ��ry� �:�� :Single-Family�j Duplex� Multi-Family�) /� ;Commercial� Other� Contact Phone: 7 �4"�f 7/- �f�S 7 :..----••--- ; i Contact E-Mail: J��ti�'¢3��'��O RO//F�6„y�'j'�QI��:�/,�7";Work Type: Interior� Exterior� Both� ......... ......... ......... ......... ..:..:::. ♦._•••-.. .-�. ..-_�-- == I hereby acknowledge that I have read this application,filled out Valuation of� , in fuil the information required,completed an accurate plot plan, - Work Mduded Plans Included Work I and state that all the information as required is coRect. I agree to =----------------- ----- - - --- ------- -- -------------- -----: comply with the information and plot plan, to compiy with all Town :Electrical Yes �)No )Yes )No Z Q � -- �--- �-- -- �---- ordinances and state laws, and to build this structure according to _�echanicai �jYes �)No �Yes �jNo the town's zoning and subdivision codes, design review ap- _ proved,International Building and Residential Codes and other :Plumbing �jYes �})No �jYes �jNo - ; ordinances of the Town applicable thereto. = - °'' °-' Building �Yes Q)No �Yes �}No y��c�Q ��9� __ --•----•--�-------•-•----- -••-.•...... ........�•-------... ... _.._... --�....._...; X .;% ;Value of all work being performed: $ 2 �,Zp p � Ow� r wner's Representative Signature(Required) ;(value based on IBC Section 109.3 8 IRC Section 108,3�—� ' ,Electrical_Square Footage f��j'� �T '--------------- --------------------- ----------------------------- �APplicant Information --�------------------- -- ---• � Detailed Scope and Location of Work: ;Applicant Name: _J�� N�G�D N ; ��N,� � `�s� ,�O Applicant Phone: �Z(3 ~��"(�71 U : ��( �s///�j� �}Q/J 5� i Applicant E-Mail: Tl/�'�lli'�GSON �6 ec�(J7�OBf(, �lj/jl � _ ;�� d�.��i //�� L"�Gl�J L�l �� '.Project Information �VL� Uv'G�l(r( () ' �`/�f S /y�',� p� GJ%�°f�— ;Owner Name: �«'? �/py sp/�j � l 1 D! 0 a ,3 �'DU� /1/iyU S� �h� rN�L-f1 ;Parcel#: .2 j j/ ;(For Parce)#,contact Eagle County Assessors Office at(9T0328-8640 or visit i www.eaglecounty.uslpatie} ' %! i •------�------•------------------------------------------------�------•-�-------�-°---�--•--------------------------��,(use addi6onal sheet if necessary) ' �------------------------------------------------------------------------------------------------------= For Office Use Only: r,.� � . Fee Paid: �� ' Date Received: Received From: D �5' � 2 � � � Cash Check# L� CC: Visa/ MC Last 4 CC# e�date: �U! Auth# L `�5 2��/• 7 T��'• VI— r/'l�� r