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HomeMy WebLinkAbout2830 Newland Street2Q r i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -/n1 1 Job Address: ?N3 b C Permit Number: � C)7 f ❑ No one available for inspection: Time AM/P' r Re -Inspection required: YesNo When corrections have been made, ca for re -inspection at 303-234-5933 Date: 3/zq// Inspector: rt DO NOT REMOVE THIS NOTICE pt,- p2 M t T 0-- 2 o 1 50 1 0 3 2- - ki Affinity Engineering, LLC I Structural Engineering Services Mario Chavez Chavez Construction 720.490.1884 Subject: Final Inspection Letter 2830 Newland Court, Wheat Ridge, CO 80214 Affinity Engineering, LLC, Project # 15-116 Per your request, Affinity Engineering, LLC, made a site visit to the subject property on August 3, 2015, for the purpose of performing a final framing inspection of the structural modifications made to the residential structure as part of an ongoing renovation to the kitchen area of the subject home. It is my understanding that the need for structural assessment is due to plans to remove interior bearing walls as part of a kitchen renovation. Per our inspection, it appears that the recommended modifications were performed in general conformance with the specifications and recommendations supplied in our report dated July 22, 2015. In particular, the south set of diagonal braces in the attic above the kitchen were to remain and were to bear on the column composed of three (3) 2x4s at the comer of the existing walls below. The walls are to be removed and the column is to remain to support the south set of diagonal braces as well as the beam that bears on this same column. The present framing in this area meets with my approval. At the north set of diagonal braces in the attic above the kitchen, the east brace is to remain and bear on the existing column composed of three (3) 2x4s at the corner of the existing walls below. The west diagonal brace was to be removed and replaced such that the top of the brace is located where the original brace was, and the bottom of the brace bears at the same location as the bottom of the east diagonal brace. The walls beneath the west brace and the walls beneath the east brace can be removed and the existing column composed of three (3) 2x4s is to remain to support the north set of diagonal brace. The present framing in this area meets with my approval. The determinations and results described in this report are based on information available at the time of the observation and preparation of this report. Should additional infonllation or Colorado §2rLings Affinity Engineering, LLC Denver 6055 Lehman Drive, Suite 105 sheldon@affinity-engineering.com 7887 East Belleview Ave, Ste 1100 Colorado Springs, CO 80918 Englewood, CO 80111 719.232,5055 303.228.2256 Page 1 of 2 2830 Newland Court Project # 15-116 August 5,2015 Wheat Ridge, CO 80214 unknown conditions be uncovered or made available, Affinity Engineering, LLC, retains the In addition, this report is a general summary of writings, recordings, photographs, and other information, which is available for review and placed within the job file. To the extent assumptions were made relating to the contents of this report, not all such assumptions are stated within this report or in our job file. A description of such assumptions can only be identified if specific questions are directed at discrete issues because many of such assumptions are incorporated in Affinity Engineering's experience, training, education, and judgement. The professional determinations presented in this report have been developed using that degree of care and skill ordinarily exercised under similar circumstances by professional engineers practicing in this locality. Aside from this standard, no warranty, either expressed or implied, is made as to the professional detenninations expressed in the report. It is understood that Affinity Engineering, LLC, is not responsible or liable for the accuracy or adequacy of a design performed by others, and that the responsibility of the original design rests with the Owner of the structure, the General Contractor, and the design professional of record for the structure. It must be understood that this inspection was limited to visual observation only and that there is a possibility of structural issues that are not visually evident. If you have any questions regarding this letter, , please feel free to contact the undersigned. M= Sheldon L Smith, P.E. Principal Colorado Springs AlF. Colorado Springs, CO :t• 719.232.5055 0 It Denver Englewood, CO 80111 303.228,2256 FOR OFFICE USE ONLY City Cid t% < �� Building g Inspection Services Division , C 7500 W. 9tAve., Wheat midge, CO 80033 Plan Review Fee: Office: 303-235-2355 * Fax. 303-237-5929 Inspection Line: 303-234-5933 Building r it AppliCation Please complete all highllgl ted areas on both sides of this form. incomplete applications may not be processed. r+� C3vr�r t prim): Pi�ran; . z� Property Owner Eni ! A. + s �►•-•► . Address: Mm I I W*0 o Contractors City Ucense, M 2 37 Phone. (7,fO) / fO Contractor °E-mail Address: , g -1 " ' j :� ) j ; E L Co Sub Contractors: Electrical: Tubing: Mechanical: W.R. City License # WR City License # WR City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License '# Complete all information on BOTH sides of this form MR*§*«*< * ~»© !i -#I Q, ©: & \\� j � �� \� ^ » °°f. .. f, ■ << ©ta: w _a . . ®:f +#< wa r,.«�$ <■\\\�\ /\�� \\ $<■\«�»w },�\�e/ ■�§»�\\\/\f�*»: $f/� w � / f»� 2a\ ■ y w#�\Q�� /\ $ 2■\\��\w 2\\��<w.� .a. . ■ s \�-\#�\\�}.^ : a. _s: w. Sq, FULF. . k < y .......: � . w.:. .Gallons °A .Sg4r » \— . . w<? «:2 ©^2©�:. ? « 2OtUw CONSTRUCTION SPECIFIC ASBESTOS AND LEAD-BASED PAINT SURVEY REMODELING AND MODERNIZATION PROJECT SITE LOCATION-. SINGLE FAMILY RESIDENCE 2830 NEWLAND STREET WHEAT RIDGE, COLORADO 80214 MICHELLE FLETCHER 3401 EAST 7 TH AVENUE PARKWAY DENVER, CO 80204 Inspection Performed by: Gary Paid 303 South Broadway Ave. Denver, Colorado 80209 80209 720-296-8328 garypahlkyalhoo.com Submitted June 22, 2015 2 GARY AH 303 S. BROADWAY AVE., STE 200-471 DENVER, CO 80209 720-296-8328 gaEypah1k,,yahooxom Michelle Fletcher 3401 East 7"' Avenue Parkway Denver, CO 80204 SHORT REPORT -ASBESTOS ILIVING ROOM REMODELING PROJECTI RE: 2830 Newland Street, hat Riche Colorado 80214 Dear Michelle, I took three samples of the only suspect materials that will be disturbed in tire planned remodeling prorject. None of them contain asbestos, Sample # B283ON-0 1: - Texture- I of 3 - South Wall in Entryway Sample # B283ON -02: - Texture -2 of 3 - North Wall in Living Room Sample # B2 3O -03- Texture -3 of 3 - East Living Room Wall None oftlie, three samples oftlic targeted material are asbestos containing or regulated according to the CD11HE RCgUlati0n 8, The Control ol'res bestos, Part B, There is no regulated material in this area of the house.. You are free to disturb these materials without concern for asbestos. In addition the amount of suspect material you will be removing is not regulated as it is below the C,DPI1E mandated trigger level of 32 Square feet, The targeted triaterial was tested fior lead-based paint and the results were negative. There is no lead-based paint on the walls or trim of on the materials that will be disturbed in the remodeling project. *It should be noted building materials not previously analyzed at the residence must be assume([ to contain asbestos until tested and proven otherwise. I have included a copy of my CDPI,-]E Building Inspector Certificate and RRP Certification with this letter. Sinct, O'V Crtr:y', [fT can be of f'urther assistance please call me at (720) 296-8328. Gary Pahl Building Inspector Certification Number 12890 Asbestos C011SUltimy Fit -in Number 15453 M Otneor �7,,l $C21� River Noflh Environmental Testing, inc. REPORT OF TEST RESULTS pLp'A Buk Astesfos '�nwysm N VLAF � ah Code 2W448, 0 CLIENT: PROJECT, PLM 15-420 i.At,M N,,,) Layel No Asbestos NonAstmwos sampo M r'ayqr % T ype wr pf) f e $1 ts F28,y0N, L'4yr"R 1 r -A rlastw off 'Altwe L,kYER 2 Nomo, Dwecmd Fjkwn Coavf'-lamt, WNe/ofl 'Whim, 404, Non-twmoqoneous, FOo Grained Mwo(W PLNI I 5-420-Cr2 B283(4412 LAYER I LAYER I No"W 'NuldfA "wwKse F't'w Po �avmf' Off Vvho L,A v'EA 2 LAYER IN ,ki coat"'Pwm Vvhftiov INTIde, PLN115,420,03 02834"N1,3 L A Y f",R I LAYER q Nine NA&CIM10 CVWmso Fte" Y''oco Pastwt'.)lf C)OW t 0A, Granutar hlmw'oo LAYER 2 LAVEA 2 Nono" )toclkwd 401V, 'OtN" 3rzmu�d "'Nik� , iC �"'A"Of" 11, 1 'S A�� afe imWo' ed amj godw"%",Wy ("'ovr)pmu"i reporied, 'A' 'lf"q"L'k"a.'A0 10V VVWt�i ND, Nc�nv�, CDjqo<,,,j�u Tp - jf&C,8, ress trj�in 1,0% r Anatyst Brendon Rawfings m Doccnnent fid¢ FCF-fTiT,tIC F'1µ; $„ffect""& page'l 0?1 River North Environmental Testing, Inc 3650Chestntat place * Denver, CC $0216 W 303-297-0579 * Fax. 303-"262- 52 a avvW1netttstin3.rrrazr + x sT �r nd vt+sa3 4.x va :, lea Gary Pwd Contact Gary ahi «,&lt ex 303 aowth Droadwv.ay Ayre Denvet, Color ado 80209 Phicne °20.296-8328 Fax #/Ernast garrpahkipyahoo,com t7axte Sarnp{ c3. 22 n -T S w Lah i Wall In Halfway South 0,15-90C- 2 SM ZOO x Wait in Living Roam nottta § 6t -,R 3 Std 3 ext 3 Watl inOvan6 Room For Kitchen t i t t total Number of Sara Pies; �arrapt Condstaon tActept/Rej*rtt Requested Turnaround T"trr%e° (x) RUSH **'* text Coy E3-5 Days att,'Saa Yy nxn c`aumP irwo N' x,,e ew..orla, Watk4V1V1 ,AMV'1mal"A'WV4 e as Waw ""', I11,e¢»a. Refingasaxded dT.' 3 at r i3sa Received by. � 't� .. �' a � Date "i'tm a ■ m