Loading...
HomeMy WebLinkAbout4670 Balsam Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office - INSPECTION NOTICE Inspection Type: i r (-Job Address: �_-pnI S A r�- Permit Number: c)U(� (`� (�) C �_o moi- \ ❑ No one available for inspection: Time ��j AM/PM Re -Inspection required:,,' No L_ When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division `J'v (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �2_ �� �r t, Job Address: L'I �Z� lop G r, 5 � Permit Number: al_ Z o Ut- P ❑ No one available for insion: Time E1)7 AM/PM 'I Re -Inspection required: Yes ? 4Vo When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: -D. 77 Inspector: 1` DO NOT REMOVE THIS NOTICE � ► � i City of Wheat Ridge Residential Foundation Repair PERMIT - 202002612 PERMIT NO: 202002612 ISSUED: 12/22/2020 JOB ADDRESS: 4670 Balsam St EXPIRES: 12/22/2021 JOB DESCRIPTION: Foundation repair on southeast crawlspace foundation corner with 6 push piers. *** CONTACTS *** OWNER (303)669-9848 BOEHM ANDREW SUB (303)805-8751 RODNEY MARTIN 060125 COMPLETE BASEMENT SYSTEMS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 71830.00 FEES Total Valuation 0.00 Plan Review Fee 112.19 Use Tax 164.43 Permit Fee 172.60 ** TOTAL ** 449.22 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Inspection by Wheat Ridge Building Inspector required prior to backfill. Observation letter from Engineer to be provided to Wheat Ridge Building Inspector at Final Inspection. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Foundation Repair PERMIT - 202002612 202002612 ISSUED: 12/22/2020 4670 Balsam St EXPIRES: 12/22/2021 Foundation repair on southeast crawlspace foundation corner with 6 push piers. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Structural Steel: 1. Structural Steel shall be detailed, fabricated and erected in accordance with 2010 AISC Specification for Structural Steel Buildings, and "Code of Standard Practices" 2005. 2. Structural Steel shall be confirmed to the following grades: 2.1 W & WT- Shapes: ASTM A36, A992 2.2 Plates & Angles: A36 2.3 HSS: ASTM A500 gr B 2.4 Steel Pipe: ASTM A53 gr B 3. All bolts shall conform to the ASTM A325 except anchor bolts which shall conform to ASTM A307. Bolt Size shall be %", unless noted otherwise on the drawings. 4. All welding shall be by a certified welder in accordance with ACIS and AWS specifications and recommendation. Structural Wood framing: 1. Except where noted otherwise, all 2" members shall be Hem -Fir No. 2 and better. 2. Except as noted otherwise, minimum nailing shall be provided as specified in Table No 2304.9.1 "Fastening Schedule" of the IBC. All nails shall be common type, unless noted otherwise. 3. Unless noted otherwise, steel connectors such as those manufactured by Simpson Company, shall be used to join rafters, trusses, joists, or beams to other members at flush -framed conditions. Use maximum number and size of nails indicated in manufactures tables U.N.O. all nails holes shall be filled. 4. All multiple members shall be glued & nailed together. 5. All wood in contact with concrete or exposed to weather, shall be pressure treated Douglas Fir -Larch No. 2 or equal. 6. Structural members shall not be cut for pipes, etc. Unless specifically noted or detailed. Periodic surveys: 1. Periodic surveys of the supported structures should be conducted to assure project success. The Owner should be responsible for annual surveys certifying project success. We would suggest that a baseline survey be conducted immediately. The owner shall submit all findings and reports to the Structural Engineer. 2. If vertical movement of the piers is discovered, the piers should be re -pressured. A representative of the Geotechnical Engineer should be present to observe the re -pressuring. A final report should be provided by the Geotechnical Engineer after observing the re -pressuring. Foundation Stabilization: 1. Although observed foundation damage typically does not pose an immediate health and hazard risk, delaying mitigation will likely make future repairs more difficult and costly. Furthermore, it has been our experience that once a structure begins moving, it will likely continue to so (unless action is taken) resulting in further settling, heaving, unsightly cracks, doors/widows not functioning properly and possible foundation wall collapse. The extent and aggressiveness of the foundation repairs should be carefully considered by the Owner and will depend on their tolerance for risk, the possibility of future damage, and cost. 2. If the owner chooses to do so the foundation could be stabilized only at visibly damaged locations and areas where movement is concentrated. Although this will address specific situations, it is possible that foundation movements will occur elsewhere. 3. If the Owner chooses to do so, the entire foundation could be mitigated. A general system repair, although more costly, would greatly reduce the risk of future foundation damage and movement. It is our understanding that the Owner would not like to pursue this repair option. Site Drainage 1. We believe that the moisture around foundation elements must be controlled for the useful life of the building. Lack of proper drainage is often a contributing factor to foundation damage observed. It is our opinion that site drainage around the structure must be maintained such that precipitations will quickly drain away. The use of proper slope slabs -on -grade, moisture barriers, swales and surface/subsurface drainage systems are strongly recommended. Extension should be attached to properly function downspouts and roof drains discharge a minimum of 10 feet away from the structure. Site vegetation 1. We believe that vegetation around the perimeter of structures can eventually lead to foundation movements. Vegetation can hold moisture in soil and create excessive pressure on the foundation system. In order to reduce the risk, bushes, shrubs and trees should be carefully removed by an experienced professional. Care should be taken to not further disturb or damage the existing foundation system. 2. Planters and other surface features which could retain water should be eliminated and properly graded to reduce the possibility of moisture infiltrating around the foundation. Irrigation systems and excessive moisture adjacent to structures can introduce unwanted moisture, possibly resulting in settling and or heaving. The Owner should consider removing irrigation systems or simply not use them. Disclaimer: 1. In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that , except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. LEGEND: (E) EXISTING (N) NEW PUSH PIER P.P. #X PIER # 00004) LOAD ON PIER HELICAL PIER H.P. #� PIER # (0004) � LOAD ON PIER WALL ANCHOR W.A. #x ANCHOR # WALL BRACE W.B. #x BRACE # CARBON FIBER C.F. #x �- CARBON FIBER # ,�, POSTN•.�oM.P. sMONO #x i- POST# N0000(# C810NAL ()_� LOAD ON PIER�<vWheat City of RidgeGBuilding Division0/31/2:. REVISIONS DATE (1) R W H 00 31V( ZZ w w O Z W A8 (9 JiO3F Z 1 Q O eM O NtoC) 320W Q 0 y a o lill: Z009Z OX�3: a W° ZZ 3 n 11116 v lilli eN O Z aN U O00 O W UJ �CWNt�(PZ WWW� Z�~O Z �OoW W OyW~� O Co JOB NO. 2020-8824 SHEET� S11-2 OF 3 REVISIONS DATE A A 3 ° (E) FOUNDATION WALL N co FRONT OF (E) GARAGE/ I I I I I I I I I I I I I O p Z Z 31V4 HOUSE SLAB a' ° (E) CRAWLSPACE Q W J Z W AS 4 (� NO3HO z PP BRACKET ° ° (E) ADDITION • A9 ' d ° , •' 4 Q (E) HOUSE/ CRAWLSPACE ° Q A. a II III II ° j2OW v FIELD VERIFY m Q O T.O. (E) FOOTING IRV W m P (N) P.P. #2 fY NQ G Uj 09 (10.9k) z z 0�; 2 e (N) PUSH PIER, H W O cb S2-1 :` �O SLEEVE AND BEARING CAP p = �l• P/N: IMG PP21617-34 Z 3 u�• ,� m 0 (N) P.P. #6 LL (10.9k) P.P. #1 ?;y (N) P.P. #5 (1i0. k) * (10.9k) L P.P. #3 N d (N) (10.9k) 2 TYP. PUSH PIER DETAIL W e'7 O a c 1i (N) P.P. #4 ZJpp4 W (10.9k) Fe W C4 U Os WWW0dO ZOZ - �Oow y FOUNDATION PLAN W o w r- _ 1/16" 1-0 L/CF A r o NOTES: o�Pp0 Ho%N 1. SEE SHEETS S1-1 THROUGH S1-2 FOR GENERAL NOTES. �\ ���� s�o 2. INSTALL PUSH PIERS PER PLAN. Y N' JOB NO. 0054409 City of o ' : a 2020-8824 SHEET CITY OF WHEAT RIDGE INSPECTION REQUIRED PRIOR TO BACKFILL Wheat Ridge°� ��``� ONAL EAG S2-7 PROVIDE ENGINEER OBSERVATION LETTER AT FINAL INSPECTION Building Division EXP. 10/31/2 -.of 3 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com 12/14/2020 RE: Job# 2020-8824 4670 Balsam St. Wheat Ridge, CO 80033 As requested, a site visit and observation were performed at the property located at the address above on 12/10/2020 at approximately 12:00 p.m. by Kelly Hoiness, PE. The purpose for the site visit and observation was to review the structure for movement of the foundation. The subject property is a single-family home with crawlspace and addition located in an established neighborhood. The building is assumed to have been built in 1948 (based on an online search of the Jefferson County Assessors records). The foundation is constructed of concrete and is assumed to be on spread footings. The house appears to be constructed of wood with brick veneer. The observation was visual and limited to the exterior and the interior house. No observation was performed on the roof structure. For purposes of this report, we assume that the house faces west. Observations • Cracks in the interior finishes on the southeast corner of the house, some of which have been previously patched • Crack in the shower tile on the southeast corner of the house • Stepping crack in the brick veneer on the south wall, near the east end • Cracks in the brick veneer on the southeast corner • Brick veneer crack on the north wall of the garage • Brick veneer crack on the west wall, near a window Recommendations The cracks observed in the walls and brick veneer were likely caused by differential vertical movement of the foundation. These movements are most likely caused by contraction and expansion of the soil due to changing moisture content. The following is a prioritized list of recommended repairs that should be made to stabilize the foundation: • Install (6) new push piers around the southeast corner of the foundation to help mitigate vertical movement of this area. • Monitor the home for further signs of vertical movement. These signs may include new or worsening cracks in the interior finishes, new or worsening cracks in the foundation, new or worsening cracks in the brick veneer, floors that become more out of level, and/or doors and windows that become difficult to operate. If further signs of vertical movement are observed, the homeowner should contact DL Engineering for further assessment. • Maintain proper grading and drainage around the perimeter of the house to help preven6y of excess moisture accumulation in the soil surrounding the foundation. See best practices for foundation maintenance for additional information. Wheat Ridge Building Division 1 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com • Patch and monitor any cracks in concrete, brick veneer, and drywall. This will give a baseline for any new movement. If new movement is observed, contact DL Engineering Inc. for further assessment. Best Practices for Foundation Maintenance The following best practices are actions to maintain the service life of the foundation that can be applied to all structures. Proper site drainage and placement of vegetation alone may not prevent movement of a structure; however, they are prudent steps to avoid the contraction and expansion of the soil due to changing moisture content. We share the following information, which is not property specific, with all our clients. Site Drainage • The moisture around foundation elements must be controlled for the useful life of the building. Lack of proper drainage is often a contributing factor to foundation damage observed. The site drainage around the structure must be maintained such that precipitations will quickly drain away. The use of proper slope slabs -on -grade, moisture barriers, swales, and surface/subsurface drainage systems are strongly recommended. Extensions should be attached to properly functioning downspouts and roof drains such that they discharge a minimum of 10 feet away from the structure. Site Vegetation • The vegetation around the perimeter of the structure can eventually lead to foundation movements. Vegetation can hold moisture in soil and create excessive pressure on the foundation system. In order to reduce the risk, bushes, shrubs, and trees should be carefully removed by an experienced professional. Care should be taken to not further disturb or damage the existing foundation system. • Planters and other surface features which could retain water should be eliminated and properly graded to reduce the possibility of moisture infiltrating around the foundation. City of Wheat Ridge Building Division 2 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 1: Cracks in the interior finishes on the southeast corner of the house Figure 2: Cracks in the interior finishes on the southeast corner of the house City of Wheat Ridge Building Division 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 3: Cracks in the interior finishes on the southeast corner of the house V Figure 4: Cracks in the interior finishes on the southeast corner of the house City of Wheat Ridge Building Division 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 5: Cracks in the interior finishes on the southeast corner of the house Figure 6: Cracks in the interior finishes on the southeast corner of the house City of Wheat Ridge Building Division 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 7: Crack in the shower tile on the southeast corner of the house Figure 8: Cracks in the interior finishes on the southeast corner of the house City of Wheat Ridge Building Division —� 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 9: Stepping crack in the brick veneer on the south wall, near the east end Figure 10: Cracks in the brick veneer on the southeast corner City of Wheat Ridge Building Division 7 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 11: Cracks in the brick veneer on the southeast corner "4 -�r y 11 r Figure 12: Cracks in the brick veneer on the southeast corner City of Wheat Ridge Building Division 8 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 13: South wall Figure 14: East wall City of Wheat Ridge Building Division 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 15: East wall j{ ❑❑++ ,jkaa{ { -7,77, i I I City of Figure 16: Brick veneer crack on the north wall of the garage Wheat Ridge Building Division 10 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 17: Brick veneer crack on the north wall of the garage kh"', Figure 18: Brick veneer crack on the west wall, near a window City of Wheat Ridge Building Division 11 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 19: Brick veneer crack on the west wall, near a window Figure 20: Front of the house City of Wheat Ridge Building Division 12 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that, except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or khoiness@dleneineer.com Sincerely, Kelly Hoiness, PE M y( T I V Ap Deb: 2VO42-N]�Y05jB, 0054409 �SS��NA� EAG\ EXP. 10/31/21 City of Wheat Ridge Building Division 13 ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections INDEX: REVISIONS S1-1 GENERAL NOTES BUILDER INFORMATION: Foundation Design: DATE S1-2 GENERAL NOTES / LEGEND 1. Soil conditions and types shall be verified by a Engineer during excavation. Q - S2-1 FOUNDATION PLAN AND TYP. PUSH PIER DETAIL Complete Basement Systems 11795 East 45th Ave 2. All helical piles, push piers, helical anchor tiebacks, wall anchor tiebacks and connection hardware shall be Q - z Denver, CO 80239 designed and installed by supplier, such that they provide the minimum allowable capacities as indicated on the - 720-487-9568 drawings. All capacities shown on the drawings are unfactored service loads and have not been reduced for live load s reductions. o 3. Design of individual and continuous footings is based on an assumed maximum allowable bearing pressure of N 1500 lbs. per square foot (dead load plus full live load), placed on the natural undisturbed soil, or compacted structural Scope of Work: fill below frost depth. 1. (6) Push piers will be installed around the southeast comer of the house to help mitigate vertical movement of this Cl) area. H r STEEL HELICAL PIERS: Z 31V4 General Notes: 1. Grip Tlte: Model GTRDS2875-0203 (round shaft) Helical Pier with FP3BA Retrofit Bracket 1. Construction documents are valid for a single use at the project location and shall not be reused, copied, or Q J 2. Install with Pro -Dig X9 torque head to a maximum of 4,800 ft -lbs torque. X p reproduced without written approval of the registered design professional in reasonable charge. W 2. The contractor is responsible for the methods, means and sequence of all structural erection except when 3.. Pier depth is dependent on depth of bearing soil adequate to provide the specified torque resistance, therefore, z AS specifically noted otherwise in the construction documents. The contractor shall provide temporary shoring and bracing, depth is not specified. Pier to be advanced until torque is attained. (D )403HO providing adequate vertical and lateral support during erection. Shoring and bracing shall remain in place until all 4. Installation torque serves as empirical verifications of pier capacity, yielding an onsite load test for each pier. _ permanent members are placed and all final connections are completed. Therefore, soils testing is not necessary for generating a theoretical capacity. 3. The contractor agrees that, in accordance with generally accepted construction practices, the contractor will be 5. Piers shall be 8" minimum helical piers, installed at locations shown on the plans. Aa required to assume sole and complete responsibility for job site conditions during the course of construction of the project, 6. It is assumed the each new pier will achieve penetration into bedrock or competent soil, and can be installed to including safety of all persons and property. This requirement shall be made to apply continuously and not be limited to the specified capacity. Should bedrock or competent soil not be reached within reasonable depth this office should be normal working hours. The contractor further agrees to defend, indemnify and hold owner and engineer harmless from notified for further instructions. Q any and all liability, real or alleged, in connection with the performance of work on this project, exempting liability arising 7. Contractor is to maintain accurate pier depth and pressure / torque charts for each pier, showing depth and Z M from the sole negligence of engineer.pressure / torque at each shaft section. Charts shall be filled out in real time during installation, and maintained onsite p 4. All existing sizes, dimensions and foundation damage shall be field verified by the contractor and owner prior to for engineer review during inspection. Charts shall be provided to engineer in final form upon completion. construction. Discrepancies with the construction documents shall be reported to the structural engineer for additional N~ o N C recommendations (if any). J 2 v W 5. Per the owner's request, the contractor shall stabilize the structure only. No attempt shall be made to lift or plumb Special Inspections a N W 00� the foundation wall without approval for the owner and structural engineer. 1. Special inspections shall be provided per the requirements in the UES Evaluation Report #391, Section 3.3 as J LO) G well as the requirements of the 2018 IBC Section 1705.9.m - W Field Verification: Z C 09 Z 1. Contractor and Owner shall thoroughly inspect and survey existing structure to verify dimensions, elevations, H X Q O framing, etc. which affect the worts shown on the drawings. Cast -in -Place Concrete 1. All concrete design is based on the "Building Code requirements for Reinforced Concrete" ACI 318-05/318R-05 Q W 2. Report any variation or discrepancies to the structural engineer before work proceeding. 9 9 q ( ) p = All structural concrete shall have a minimum 28 -day compressive strength as follows: Z 3 Design Criteria: 1.1 Footings: 3,000psi O 1. Building code: 2018 IBC, 2018 IRC with City of Wheat Ridge Amendments 1.2 Slab on Grade: 3,500psi 11116. 2. Dead loads 1.3 Foundation walls: 3,000psi 2.1. Roof 20psf 2. Concrete shall be placed on proportioned utilizing Type 1 cement except, concrete exposed directly to soil shall 2.2. Floor 12psf A, use Type 2 cement. Concrete susceptible to freeze shall be formulated or maximum frost resistance in accordance with N 2 2.3. Walls 10psfCity of the ACI manual of Concrete Practice. Z � N v 3. Live loads ]�PcormW heat Ridge 3. Cold weather and or hot weather placing procedures shall be provided, if conditions warrant, as recommended in - a 0 o MUNI"IY [�EVELUI fNENT the ACI manual of Concrete practice. t7 J p 3.1. Residential 40psf Z J p O W 3.2. Roof 20psf APPROVED 0: W N U °' Z Reinforcing Steel: W 3 Wa 4. Snow loads W W P o 1 Z Reviewed for Code Compliance 1. All detailing, fabrication, and placement of reinforcing steel shall be in Z � - O W 4.1. Ground/roof snow load 30psf _-000 J accordance with the ACI Manual of Concrete Practice. Z 3 M C4 5. Wind loads 12/15/2020 DigtlaltyeignadhyKellyE_ Z Randy S I usser 2. Reinforcing bars shall conform to ASTM A615-79 and shall be Holness W 5.1 Exposure Category C _ _ KeII E DN: CMiR Holmes, Q 5.2 135 mph Ultimate Wind Speed Plans Examiner Date grade 60. �us,r ^^. C - E=khdnee dl i room R�eon:l9 a 3. Except as noted on the drawings, minimum concrete protection H SS thiedocu p Ti 6. Seismic Loads Validity of oenlnit: Vie issuar" of o pe►ndt or wprowt of pons spe 4kotlaw IacaOnn: S o . • Data: 2112 7411: and oomputanons shop rat be o pe►mit for, a an approval of, ony wofobon to for reinforcing shall be in accordance with ACI 318-05/318R-05. 6.1 Seismic Design Category: B ony of me provisions of the burldlnq code or of aW My ordinames. ftrmfta 4. No. 5 or larger reinforcing bars shall not be re-bent. �: �� `� ;� JOB NO. 6.2 Site Class: "D" per USGS pim�,"lun9 to 9w outhorrty to violote or Gomel theprovislags af the auk wv 5. Welding of rebar is not permitted unless procedure is approved by 0054409 7. Soil BearingCapacity 1,500 sf assumed coda orotberontwomo/meCnyskwnotbewad� g p p pp 2020-8824 p ty p (assumed) the Structural Engineer. TSHEET SS�oNAL EAG S7-7 EXP. 10/31/2.. OF 3 CITY OF WHEAT RIDGE INSPECTION REQUIRED PRIOR TO BACKFILL PROVIDE ENGINEER OBSERVATION LETTER AT FINAL INSPECTION i t CITY OF WHEAT RIDGE Building Inspection Division t / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �n N Job Address: Lf t< 9 /S A S 7' Permit Number: v "7 6 a I- ❑ No one available for inspection: Timr 0'6 Z---AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE HIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 7 I1 a Job Address: 1.611(.4-79 I -wi If h T'h ' >_5 fi Permit Number: 4 17 fci` & >a /3W r ('ter "h m i D zv A L' ❑ No one available for inspection: Time ^ �S A /PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: q, ' / Inspector: 'IV+ DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201700512 PERMIT NO: 201700512 ISSUED: 04/14/2017 JOB ADDRESS: 4669 Balsam ST EXPIRES: 04/14/2018 JOB DESCRIPTION: Remove three layers of asphalt shingles; install self-sealing ice & water barrier along all gutter edges and valleys. Install basefelt rhyno underlayment; install owens corning duration asphalt roofing; House roof only - 19 squares *** CONTACTS *** OWNER (303)421-7501 GALLEGOS REBECCA E SUB (303)425-1083 Matthew Rock 017908 Rock's Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,883.00 FEES Total Valuation 0.00 Use Tax 87.89 Permit Fee 125.05 * * TOTAL * * 212.94 i k 4 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midreof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k; -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturers€T"s installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. `' 4 , City of Wheat Ridge m Ar 'Aw Residential Roofing PERMIT - 201700512 PERMIT NO: 201700512 ISSUED: 04/14/2017 JOB ADDRESS: 4669 Balsam ST EXPIRES: 04/14/2018 JOB DESCRIPTION: Remove three layers of asphalt shingles; install self-sealing ice & water barrier along all gutter edges and valleys. Install basefelt rhyno underlayment; install owens corning duration asphalt roofing; House roof only - 19 squares I, by my signature, do hereby atthat the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this pen -nit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official 'Ver Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. J o I -)nlY; qWH f-IAtso 1NekCTION RECORD Occupancy/Type Inspector Initials Landscaping & Parking / Planning Dept. {2 INSPECTION REQUEST LINE: (303) 234-5933 Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Insoections Underground/Slab Inspections I Date I ��In tials I I Comments Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To AI Rough Inspections Date Inspector Initials Landscaping & Parking / Planning Dept. Wall Sheathing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Mid -Roof Fire Inspection / Fire Protection Dist. Lath / Wall Tie Final Plumbing Rough Electric Final Mechanical Rough Plumbing/Gas Line Roof Rough Mechanical Final Building Rough Framing NOTE. All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE. All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. For low voltage permits — Hlease be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. "For Inspection Time Window Requests — Please email insptimerequest@ci.wheatddge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of W heat I�idgc COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291. Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # OV Plan Review Fee: Building Permit Application * " Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. I Property Address:�n Property Owner (please print): �r�� ter- Phone: Property Owner Email: Mailing Address: (if different than property address) ^ Address: CA;f:, City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor: Contractors City License M CA, 2 Phone: Contractor E-mail Address:CX)9( oy Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical. W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL M RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING H COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION t WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT HPLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) �.emoJ -�nree. �c�.�cSS�!-,��. TnS�$.i� ��-1� -5�c �r,� L� d k j�\ c io"r v \- er- GAko nclskt\ 5� %-filer ec�es c�►-Ld v�� 5 , r. til\ �JG�Se�e-1� �1-�yr�o �rrA�.�rlA.y mer,- . �-rS�i1 C� wer�5 Cs.�,•r� � rtiJ tLvV-C4*, r, G,S�1.G1\, �-oogbAe m. \ e on Oft% Sq. Ft.JLF Amps Btu's Gallons Squares ,Lim• l�� Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ O ci tv OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CO.NTRACTOR) or (AUTHO ED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic SiEnature (firs( and Inst name): �'�/ U/ `� DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ C PARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 3888 BUILDING INSPECTION DIVISION - 235 -2855 CITY OF WHEAT RIDGE Date 9120196 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: BEWLEY DOROTHY O Property Address: 4669 BALSAM ST Phone: 421 -7501 Contractor License No.: 18898 Company: Sierra Elec. of Colorado, Inc. Phone: 7372135 OWNER /CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I T..... 1 hereby certify that the setback distances proposed by this permit application are accurate, Permit Fee: $45.00 and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations Plan Review Fee :. $0.00 made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Use Tax : $1728 Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this. permit. (OWNER)(CONTRACTOR) SIGNED D ' /G� L��d 1h�, Total : $62.28 Description : REMOVE FUSES, INSTALL 125 AMP BREAKER PANEL BUILDING DEPARTMENT USE ONLY ININERMIR SIC: Sq. Ft. Approval Zoning ; Approval: IMMIMMERNME Approval `. Occupancy: Walls: Roof : Stories: Residential Units Electrical License No: Plumbing License No: Mechanical License No: Company : Company: Company r, Expiration Date: Expiration Date : Expiration bate Approval :: Approval : Approval (1) This permit was issued in accordance with the provisions set forth In yopur application and is sub act to the laws of the State of Colorado and to the Zoning Regulations and. Building Code of wheat Ridge, Colorado or any other applicable ordinances of the City (2) 'Th(a permit shall expire if (A) the work authorized is not commenced within sixty (60) days . from issue date or (B) the building authorized is suspended or abandoned for a .period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required provided no changes have been or will be made in the :original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment .exceeds one (1) year, full fees shall be paid fora new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem (5) 'Contractor shall notify the Building inspector twenty-four .(24)hours in advance for all inspections and shall receive written approval on inspection card before 1proceedung with successive phases of the job r (6) 'a a of a permit or the approval of drawings and specifications shall not be constmed to be a permit for, nor an approval of any violation of the provisions of the bw mg odes or a /n ^7XOther ord ante, law; rule or regulation Chtt' uilding Inspector T IS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234 -5933 24 HOURS PRIOR TO INSPECTION C PARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235 -2855 CITY OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : in 11 S Property Address: g146 t7 /3a' 1 g 'Lm .57 Phone: YZ/ 7,,3-, y Contractor License No.: g Q Company: $ r rLC �u /e c.T✓ r e ca 1 ee /� , Phone 2 77 3b'6g' OWNER /CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat �Ridge ordinances, fo ork under this permit. (OWNER)(CONTRACTOR) SIGNED DATE �j�aj9� Description Construction Value : r y * sc Permit Fee: Plan Review Fee: Use Tax: Total : BUILDING DEPARTMENT USE ONLY Z oiimgComm ents, SIC: Sq. Ft. Approval Zoning Buifding Convents Approval Pu bbW_ or(�sGotnmenfsy Approval Occupancy: Walls: Roof: Stories : Residential Units Electrical License No : Plumbing License No : Mechanical License No: Company: Company: Company: Expiration Date : Expiration Date : Expiration Date Approval : Approval : Approval : M PIa Re sire ,; PI 51 �,: �Req�"iiretl (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty - four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234 -5933 24 HOURS PRIOR TO INSPECTION From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Foundation Repair Date: Wednesday, December 16, 2020 11:45:20 AM Foundation Repair This application is exclusively for FOUNDATION REPAIRS. YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes Foundation Repair? PROPERTY INFORMATION Property Address 4670 Balsam Street, Wheat Ridge, CO 80033 Property Owner Name Boehm, Andrew Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" boehmap@gmail.com Wheat Ridae Payment Form 4670 Balsam St.odf CONTRACTOR INFORMATION Contractor Business Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the Complete Basement Systems 60125 City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address 720-507-2711 cbs.permits@completebasementsystems.net Retype Contractor cbs.permits@completebasementsystems.net Email Address DESCRIPTION OF WORK Location of Work Southeast crawlspace foundation corner How is repair being Push Piers done? Piers, strips, etc. # of Piers or Strips 6 Upload engineer letter or pages on 8 1/2" x 11" only Repair Plan Set on 11'x17" only - if applicable Obs Letter 4670 Balsam St. odf Project Value (contract 7830 value or cost of ALL $7,830 Valuation is materials and labor) OK SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may not begin on this property until a permit has been issued and Yes Yes posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Greg Knapp Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE q6Inspection Type: 1 G" .� Job Address: �q 8KAT Permit Number: ❑ No one available for inspection: Time WPM Re -Inspection required: Yes When corrections have been made, c ule for re spectipn online at: http✓/www.ci.wheatridge.co.unspe ti D:� _ nspecto . a City of Wheat Ridge Residential Remodel PERMIT - 202000170 PERMIT NO: 202000170 ISSUED: 02/19/2020 JOB ADDRESS: 4670 Balsam St EXPIRES: 02/18/2021 JOB DESCRIPTION: Interior remodel to include update master bath, kitchen, mudroom, powder bath, create new office - 1,375 sq ft total **REVISION: Adding 50 AMP car charger port in garage. Added valuation: $300 *** CONTACTS *** OWNER (303)545-6768 BOEHM STEPHANIE & ANDREW GC (720)520-1511 JOSH FEISTER 190225 FACTOR DESIGN BUILD SUB (970)372-7438 THOMAS WOOD 090068 C&F ENTERPRISES SUB (303)217-1228 Albert Perry 150225 Mid Electric SUB (303)424-1622 JACK E. MAJOR JR. 017013 MAJOR HEATING & AC SUB (303)437-0084 KENNETH D BOLEY 100074 MATZEN ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 110,300.00 FEES Total Valuation 0.00 Plan Review Fee 777.76 Use Tax 2,316.30 Permit Fee 1,203.00 ** TOTAL ** 4,297.06 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 1* � t � City of Wheat Ridge w Residential Remodel PERMIT - 202000170 PERMIT NO: 202000170 ISSUED: 02/19/2020 JOB ADDRESS: 4670 Balsam St EXPIRES: 02/18/2021 JOB DESCRIPTION: Interior remodel to include update master bath, kitchen, mudroom, powder bath, create new office - 1,375 sq ft total **REVISION: Adding 50 AMP car charger port in garage. Added valuation: $300 I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include al entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or ganting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any amicable code oli Irny ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature ofChief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dina Kemp From: no-reply@ci.wheat ridge.co.us Sent: Sunday, October 11, 2020 5:47 PM To: CommDev Permits Subject: Online Form Submittal: Residential Interior Remodel Categories: HOLD, Dina Residential Interior Remodel This application is exclusively for Residential Interior Remodels and other scopes of work which do not have a specific form already available. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** 4670 Balsam ST, Wheat Ridge, CO 80033-3239 BOEHM STEPHANIE & ANDREW 720-907-2400 andy@thetradedesk.com Electronic Payment Form.pdf APPLICANT INFORMATION Applicant Name What is your role in the proj ect? Matzen Electric General Contractor 1 Wheat Ridge Contractor's 100074 License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 303-437-0084 (enter WITH dashes, eg 303-123-4567) Contact Email Address ken@matzenelectric.com for Plan Review Comments Retype Contractor Email ken@matzenelectric.com Address DESCRIPTION OF WORK Detailed Scope of Work - Add 50 Amp Car Charger port in garage to permit (Permit In the space below (not as #202000170) or issue a new permit an attachment), Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc I, the applicant, I have entered a detailed scope of work. understand my application will be rejected if I do not include a Detailed Scope of Work. Location of Work Garage Square Footage Area of 300 Work Being Performed Asbestos Report Field not completed. Upload letter size Field not completed. documents here Construction Plans Field not completed. scanned on 11 "x 17" or larger 2 Project Value (contract $500.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Ken Boley Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. 3 Dina Kemp From: Patrick Landry <patrickl@factordesignbuild.com> Sent: Monday, October 12, 2020 4:36 PM To: Dina Kemp Cc: ken@matzenelectric.com Subject: 4670 Balsam St. Dina, Thank you for helping address this situation. I tried giving you a call but it was a little late in the afternoon. At this point in time, I would like to clarify that we would like to remove Mid -Electric from the permit and we would like to add Matzen Electric to the permit. It seems that he has also completed the required contractor form. If you need anything from either of us, please let us know. Thank you! PJ LANDRY PROJECT MANAGERI Factor Design Build P: 303-872-3482 14105 Jackson Street, Denver, CO 80216 C: 720.520.1402 1patrickl@factordesignbuild.com 8[= F tor 0 DESIGN BUILD Featured on i houzz i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:, ,?F Job Address: Permit Number: VK12 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.usrnspection Date: 1O °2- Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time iCD AM/PM Re -Inspection required: Ye No When corrections have been made, sch�ule forection online at: http://www.ci.wheatridge.co.u�nspe` tion Date- t ~ sgdctor•----� i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �• Job Address: Permit Number: C', ❑ No one available for inspection: Time AM/PM r Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www, ci. wheatridge. co. usVinspection L Date: d Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: QF Job Address: o S Y� Sl Permit Number: 6 G ca ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttpJ/www. ci. whea tridge. co. ualinspection Date . . 0 •r Inspector: 1 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: n1 bs Job Address: Li U-10 1Sr, rv� 1 Permit Number: c U V V ;"1 o ❑ No one available for inspection: Time hi S AM/PM Re -Inspection required: Yes 'N When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge.co. usVinspection Date: V Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _ F_(. —c f Job Address: � t�� Permit Number: ' ❑ No one available for inspection: Ti Re -Inspection required: Yest, When corrections have been http ✓/www. ci. wheatridge. co. u Dale _i > j -- M online at: i 'CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 3 U - 1216C!5 Job Address: �K 7C,2 .Sy4. c`T Permit Number: Z5/Z0 c.,o 176,� ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co.uslinspection Date: y_' ` /X_11. Inspector:'") DO NOT REMOVE THIS NOTICE V CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -C/", Job Address: 4yt', '76-i 7-) Permit Number: 26-,Z�,, c<7,/ LJ No one available for inspection: Time Re -Inspection required: Yes (,NQ When corrections have been made, schedule for re -inspection online at: httpYA,vww. ci. wheatridge.co. uslinspection Date:—',Y, inspector: DO NOT REMOVE THIS NOTICE /r - I CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:/ /l6 �? /�13 /����, /�.�, Job Address: J(6 X-" 1-3owk54ev-) Permit Number: /-70 3 J No one available for inspqction: Time -36-�A lw�Ppv Re -Inspection required:( Yes No When corrections have been made, schedule for re -inspection online at: httP.'Ilwww. ci. wheatridge. co. uslinspection Date: 4*1 —3- Zc--, Inspector: /C` DO TREm 0 VE THIS /NOTICE ♦ 1 ® CITY OF WHEAT RIDGE o Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: -,� _7 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. whea tridge. co. uslinspection Date: Inspector `` DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: - 6,4/2/2 Job Address: W7O a4z Permit Number: 2G• 2u rr) /-16) '' �'jPCrtrG7 �t?dCJi► +�?11rCS �rR/!� - �-0� 6444 461W Gf+c�i1 TiY�iolll,Ir, �1'y 4M4& ❑ No one available for inspection: Time /&'. R SAM/pM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttp J/www. ci. wheatridge. co, uslinspection Date: 3 -3- ` Inspector: f'_ dam. DO NOT REMOVE THIS NOTICE A City of Wheat Ridge Residential Remodel PERMIT - 202000170 PERMIT NO: 202000170 ISSUED: 02/19/2020 JOB ADDRESS: 4670 Balsam St EXPIRES: 02/18/2021 JOB DESCRIPTION: Interior remodel to include update master bath, kitchen, mudroom, powder bath, create new office - 1,375 sq ft total *** CONTACTS *** OWNER (303)545-6768 BOEHM STEPHANIE & ANDREW GC (720)520-1511 JOSH FEISTER 190225 FACTOR DESIGN BUILD SUB (970)372-7438 THOMAS WOOD 090068 CLF ENTERPRISES SUB (303)217-1228 Albert Perry 150225 Mid Electric SUB (303)424-1622 JACK E. MAJOR JR. 017013 MAJOR HEATING & AC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 110,000.00 FEES Total Valuation 0.00 Plan Review Fee 777.76 Use Tax 2,310.00 Permit Fee 1,196.55 ** TOTAL ** 4,284.31 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Residential Remodel PERMIT - 202000170 PERMIT NO: 202000170 ISSUED: 02/19/2020 JOB ADDRESS: 4670 Balsam St EXPIRES: 02/18/2021 JOB DESCRIPTION: Interior remodel to include update master bath, kitchen, mudroom, powder bath, create new office - 1,375 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all Work? be'performed is disclosed in this document and/or its' accompanying approved plans and specifications. g-/ -z--,;., / -z C Signature of OWNER or CONTRACTOR (Circle one) Date r I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2, This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original hermit fee. 3, If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, Th issuance or graliting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any aIble code or arty ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. t Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. g City of Wheat ide CoMMUNI7Y DEVELOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(o-ki.wheatridge.co.us FOR OFFICE USE ONLY Date: I Plan/Permit # Ao �'O0000 Plan Review Fee: � �,z Building Permit Application Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: `"j to 3-0 ba I S a Property Owner (please print): 54elpi.-- e, Phone: 303. 8;�2_ . JY SZ Property Owner Email• bet- Q fC%o+o� a1 e,St k- 16 L, ► d . c.'o.•-- Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: e a S pfC> -y_ ar C)CJ ,s City, State, Zip: Architect/Engineer: r;e e LA) I- I< 1 �r Architect/Engineer E-mail: (. w �.� tcter� ,r--i"i 4 eof Phone: 313 $ 6 5 • N 4 �( O Contractor Name: 'Faces fa' -a '3 4- b", I d L L G City of Wheat Ridge License #: L I Ci Z LI0 � 3 5 Phone: 3o3 . 6 �2. 3 y g2- Contractor 32 Contractor E-mail Address: �?eti. c �acfiorca(esrcG�b �� td . Oovt"- For Plan Review Questions & Comments (please print): CONTACT NAME (please print): lBe4-, ) (v_ rt'.yh Ci Phone: lb`f 5 G 2 2.5 CONTACT EMAIL(p/ease print): Ing-- P .mac for dem 15 P%- "t 18 • c-v.i­- Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. -CURRENT USE: SINGLE FAMILY HOME W/ 2 -CAR GARAGE; 3 BEDROOMS, 2 FULL BATHS, 1 HALF BATH -PROPOSED USE: SINGLE FAMILY HOME W/ 2 -CAR GARAGE; 3 BEDROOMS, 2 FULL BATHS, 1 HALF BATH -(E) CONDITION: ORIGINAL SINGLE STORY STRUCTURE OVER CRAWLSPACE BUILT IN 1948 OF BRICK MASONRY W/ ADDITON OF FAMILY ROOM. -PROPOSED (N) CONDITION: INTERIOR REMODEL CONSISTING OF: UPDATED MASTER BATHROOM, MINOR UPDATE OF KITCHEN, MUDROOM POWDER BATH, UPDATED MUDROOM, NEW OFFICE -APPLIANCE SIZE & TYPE: Kitchen Refrigerator/Freezer. GE CAFE COUNTER DEPTH Fr. Door Refrw/Bottom Freezer CWE23SP2MS1, Energy Star Rated, 23.1 Cubic Foot; Dual Fuel Ran :GE CAFE 30" DOUBLE OVEN GAS RANGE -SS CGS750P2MS1, Range Rating: 120 Volts / 60 Hz / 15 A; Range Hood: ZEPHYR 30" ANZIO CHIMNEY HOOD ZAN-E30CS, **ADJUST DOWN TO 390 CFM**, 120 Volt, 60 Hz, AC Only, 4 A, Make up Air per mechanical contractor; Dishwasher.' Bosch 24" dishwasher shx878zd5n, Energy Star Rated, 1440 Wafts, 12 Amps, 120 Volt, 60 Hz, Water Usage per Cycle: 3.5, Energy Efficiency Class: Tier 1; Washer. Electrolux front load washer - white efls627uiw, 27" Wide, Energy Star Rated, connected load (kW RATING) @ 120 VOLTS = 1.2; D eL Electrolux electric dryer - white efine627uiw, 27" wide, connected load (kW RATING) @ 120 VOLTS = 6.0 -TYPE & AMOUNT OF MATERIALS TO BE USED: GYPSUM, FLOOR TILE, 2x4 STUDS, PAINT, WOOD FLOORING (TO PATCH AS REQ.). AMOUNT OF MATERIAL TO BE USED IS LESS THAN 2 TONS & CAN BE ASSUMED TO ALIGN WITH THE TYPICAL MATERIAL USAGE FOR AN INTERIOR REMODEL CONSISTING OF 1375 SF. Sq.Ft./LF (SSS hw-fe�•) BTUs Plewsc St�cli 'botPf Gallons Place to 0peei Kbo-e Amps f1c4te -ire tSquares veq ctbottfor Solar: KIN N A # of PaneisL/A_Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) 110, Oo U OWNER/CONTRACTOR SIGNATtiRE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances; rules or regulations of the Cite of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide b, all conditions printed on this application and that I assume full responsibility for compliance with applicable City of wheat Ridge codes and ordinances for %,pork under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perforin the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application. «arrant the truthfulness of the information provided on the application.— CIRCLE O.VE: (OWNER) (C 0.V1X4CT 0R) or (. GTHORILED REPRESEA T4 771 E? of (OfY;VER) (0:VTR4CTORj Signature (first and last name): $ G OX _-P1 Ge/ I, � DATE: la Printed Name: c r^ _Jrr-e V A 14 DEPARTMENT USE ONLY ZONING COMMMENTS' OCCUPANCY CLASSIFICATION: Reviewer: CONSTRUCTION TYPE: BUILDING DEKA NT MMENTS; Reviewer: (Z — PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: � / VL A41 yr City of Wh6atP.id�e COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and Iicense must be up to date prior to permit issuance. Project Address: QA AM, 6-�-. General Contractor: z�6 Company Name:_ a ;oma_Contact Phone #: BnB- q 24-- ! (. ZZ Wheat Ridge Contractor License #:-6 1-10 15 (required field) Printed Na a of Authorized Agent Z•/L-7.�zo Signatu a of tuthorized Agent Date City of Wh6at id � i COMMUNiTy DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 4670 Balsam St. Wheatridge CO, 80033 General Contractor: Factor Design Build FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: C&F Enterprises Wheat Ridge Contractor License #: 090068 Contact Phone #: 970-372-7438 (required field) State License #: PC.0001908 Master License #: MP.00189343 Thomas Wood Printed Name of Authorized Agent ��•< LC/:<•••I 02/17/2020 Signature of Authorized Agent Date AHERA Asbestos Survey Report for Remodel of the building located at: 4670 Balsam St Wheat Ridge, CO 80003 Weecycle Job No.: 20-17031 Performed On: 01/27/20 Prepared For: Factor Design Build Kent Simpson 3246 Larimer St Denver, CO 80205 N '4 CM Weecycle Environmental Consulting, Inc. 1208 Commerce Court Suite 513 Lafayette, Colorado 80026 Tel: (303) 413-0452 Fax: (303) 413-0710 E-mail weecycle@weecycle-env.com www.weecycle-env.com WEECYCLE ENVIRONMENTAL CONSULTING, INC. 1208 Commerce Ct, Suite 5B Lafayette, CO 80026 (303) 413-0452 Fax (303) 413-0710 February 6, 2020 Factor Design Build Kent Simpson 3246 Larimer St Denver, CO 80205 RE: Asbestos Containing Building Materials Survey 4670 Balsam St Wheat Ridge, CO 80003 (the Property) Dear Mr. Simpson, Weecycle Environmental Consulting, Inc. is pleased to submit the attached Asbestos Containing Building Materials Survey report at the property. The report includes the scope of service, procedures and methodologies utilized, analytical results and summary of asbestos containing building materials identified by this survey. The results of this Asbestos Containing Building Materials Survey determined that Asbestos Containing Building Materials are not present in the building. Weecycle Environmental Consulting, Inc. appreciates the opportunity to perform environmental services for Factor Design Build and we look forward to working with you in the future. If you have questions or comments regarding the information in this report or need further assistance please contact Weecycle. Sincerely, Lauren York Chris Schiechl Director of Operations AHERA Building Inspector AHERA Building Inspector Management Planner Asbestos Containing Building Materials Survey — 4670 Balsam St, Wheat Ridge, CO 80003 Table of Contents 1.0 SCOPE OF SERVICES................................................................................................................. 1 2.0 SITE DESCRIPTION...................................................................................................................... 1 3.0 AHERA COMPLIANCE & REGUALTORY STANDARDS........................................................ 1 3.1 STATEMENT OF COMPLIANCE............................................................................................ 4 4.0 ACM SURVEY................................................................................................................................ 4 4.1 HAZARD ASSESSMENT FACTORS............................................................................................ 0 4.2 SAMPLING STRATGEY.................................................................................................................. 0 4.3 LABORATORY ANALYTICAL RESULTS................................................................................... 1 5.0 CONCLUSIONS..............................................................................................................................1 6.0 LIMITATIONS AND ASSUMPTIONS.......................................................................................... 2 7.0 INSPECTOR STATEMENT OF COMPLIANCE........................................................................ 2 Appendix Appendix A - Inspector Certification Appendix B - Inspector Field Notes Appendix C - Laboratory Results Appendix D - Site Illustrations 0 Asbestos Containing Building Materials Survey— 4670 Balsam St, Wheat Ridge, CO 80003 1.0 SCOPE OF SERVICES Weecycle Environmental Consulting was retained by Factor Design Build to perform an AHERA building inspection for Asbestos Containing Building Materials (ACBM) at 4670 Balsam St, Wheat Ridge, CO 80003. The inspection, conducted on January 27, 2020, consisted of a building walk-through, delineation and quantification of homogenous areas, collection of representative bulk samples, and delivery of bulk samples of suspect ACBM to an independent analytical laboratory. 2.0 SITE DESCRIPTION The description of the structures are based on site information, Jefferson County Property Report and observations made in the field during the site assessment. The building was reportedly constructed in 1948. The site is a single family residence located in Wheat Ridge, CO. Exterior finishes include brick and wood. The interior is primarily composed of plaster and drywall walls, the floors are carpeted, ceramic tile, floor tile, or wood. The square footage is 3,007 sq. ft. 3.0 AHERA COMPLIANCE & REGUALTORY STANDARDS This survey was performed in accordance with Federal, State and local regulations for conducting asbestos building surveys to meet Occupational Safety and Health Administration (OSHA), Environmental Protection Agency (EPA), and National Emission Standards for Hazardous Air Pollutants (NESHAP) requirements. COLORADO AIR QUALITY CONTROL COMMISION (CAQCC) Colorado Regulation 8 definitions and requirements include: I.B. Definitions: "'Renovation' means altering in any way one or more facility components. Operations in which load -supporting structural members are wrecked or taken out are excluded. Examples or renovation work include replacement or repair or mechanical ventilation systems, pipes, ceilings, walls, flooring (including floor tiles) and insulating materials..." "'Demolition' means the wrecking or taking out of any load -supporting structural member of a facility together with any related handling operations or the intentional burning of any facility..." 1 Asbestos Containing Building Materials Survey -4670 Balsam St, Wheat Ridge, CO 80003 III.C.5. Asbestos Spill Response: "In the event of an asbestos spill involving less than 50 linear feet on pipes, 32 square feet on other surfaces, or the volume equivalent of one 55 -gallon drum, the building owner should..." (Refer to pages 8.114 and 8.115 for exact recommendations). "In the event of an asbestos spill involving greater than 50 linear feet on pipes, 32 square feet on other surfaces, or the volume equivalent of one 55 -gallon drum, the owner shall..." (Refer to page 8.115 for exact requirements). III.C.6. Renovation and Demolition Projects: "Prior to any renovation or demolition in any single family housing which may disturb 50 linear feet of material on pipes, 32 square feet of material on other surfaces, or the volume equivalent of one 55 -gallon drum of material identified by the EPA as a suspect asbestos -containing material, the facility components(s) to be affected by the renovation or demolition shall have an inspection performed by a building inspector certified under these regulations. The inspection must be performed to the AHERA standards as given in 40 CFR Part 763 (1992)." Note: Effective March 30, 2003, State Legislature, House Bill 1016 enacts a quantity change, as well as other regulatory requirements that will alter all of the following minimum level requirements. This format of quantities will remain the same with this notation, until CAQCC Regulation 8 is revised. "Prior to any renovation or demolition in any public or commercial building which may disturb 260 linear feet of material on pipes, 160 square feet of material on other surfaces, or the volume equivalent of one 55 -gallon drum of material identified by the EPA as a suspect asbestos -containing material, the facility component(s) to be affected by the renovation or demolition shall have an inspection performed by a building inspector certified under these regulations. The inspection must be performed to the AHERA standards as given in 40 CFR Part 763 (1992). " NATIONAL EMISSION STANDARDS for HAZARDOUS AIR POLLUANTS (NESHAPS) NESHAPS definitions and requirements include: Section 61.141 Definitions: "Renovation means altering a facility or one or more facility components in any way, including the stripping or removal of RACM from a facility component. Operations in which load -supporting structural members are wrecked or taken out are demolitions." 2 Asbestos Containing Building Materials Survey — 4670 Balsam St, Wheat Ridge, CO 80003 "Demolition means the wrecking or taking out of any load -supporting structural member of a facility together with any related handling operations or the intentional burning of any facility." Section 61.145 Standard of demolition and renovation: "Prior to the commencement of the demolition or renovation, thoroughly inspect the affected facility or part of the facility or part of the facility where the demolition or renovation operation will occur for the presence of asbestos, including Category 1 and Category 11 no friable ACM..." "If a facility is being demolished... if the combined amount of RACM is at least 260 linear feet on pipes or at least 160 square feet on other facility components, or at least 35 cubic feet off facility components where the length or area could not be measured previously..." "In a facility being renovated, including any individual nonscheduled renovation operation, if the combined amount of RACM to be stripped, removed, dislodged, cut, drilled, or similarly disturbed... is at least 260 linear feet on pipes or at least 160 square feet on other facility components, or at least 35 cubic feet off facility components where the length or area could not be measured previously..." Asbestos Hazard Emergency Response Act (AHERA) AHERA definitions and requirements include: As referenced in 40 C.F.R. Part 763 (1992), "...requires a minimum number of samples for surfacing materials, thermal system insulating materials, and requires samples in a manner sufficient to determine whether the material is ACM or not ACM for miscellaneous materials. Occupational Safety and Health Administration (OSHA) OSHA definitions and requirements include: Any material that contains over one -percent (1 %) of any type of Asbestos is considered Asbestos containing material (ACM) and must be handled according to OSHA and EPA regulations if disturbed. Compliance and Implementation of OSHA 1926.1101 (replaces OSHA 1926.58) is required, as published, no later than October 01, 1995 which requires the Building Owner Methods of Compliance, Respiratory Protection, Hygiene Facilities and Practices for Employees. Communication of Hazards, Housekeeping, Medical Surveillance and the Designation and Training of Competent Persons, including: The Building/Facility Owner (including a lessee) must identify the presence, location and quantity of ACM and/or PACM (presumed asbestos -containing material) at the work site before beginning work. 3 Asbestos Containing Building Materials Survey— 4670 Balsam St, Wheat Ridge, CO 80003 The Building/Facility Owner must notify, (in writing or in person), the presence, location and quantity of ACM or PACM at the work sites to prospective employers whose employees will work in or next to areas with ACM or PACM. Owner's employees who will work in or next to such areas, all employers on multi-employer worksites whose employees will work in or next to such areas, tenants who will occupy such areas, etc. "An employer or owner may demonstrate that PACM (Presumed Asbestos Containing Material) does not contain asbestos by the following: (A) Having an complete inspection conducted pursuant to the requirements of AHERA (40 CFR Part 763, Subpart E) which demonstrates that the material is not ACM, (8) Performing tests of the material containing PACM which demonstrates that no asbestos is present in the material...the tests, evaluation and sample collection shall be conducted by an accredited inspector" Note:The aforementioned regulatory phrases are not the regulations in their entirety. Consult the regulatory agency, which may apply. 3.1 STATEMENT OF COMPLIANCE Weecycle recommends the owner use consultants and contractors accredited under Section 206 (b) of the AHERA act and by the Colorado Department of Public Health and Environment Regulation No. 8 to perform the renovations in this facility. It is the responsibility of the owner to meet the requirements as stated in Federal Regulations 40 C.F.R. 763.84 and Colorado Regulation No. 8. 4.0 ACM SURVEY Previously existing ACBM surveys were not made available to Weecycle. During the current assessment, Weecycle Asbestos Building Inspector Judith Sawitsky conducted the Asbestos Containing Building Materials (ACBM) survey on January 27, 2020. The entire building was available for inspection. The scope of the asbestos containing building materials survey included all accessible suspect building material and interior and exterior building finishes, excluding building roofs. Weecycle performed a visual inspection of all areas within the structure to determine the presence of suspected asbestos containing building materials. In accordance with AHERA sampling protocols and general industrial hygiene practices, Weecycle confirmed the square footage, determined the homogeneous areas and collected bulk samples of ACBM throughout the building to determine Bulk material samples were submitted to CEI Labs (AIHA Lab ID 103025) for analysis by Polarized Light Microscopy (PLM). 4 Asbestos Containing Building Materials Survey— 4670 Balsam St, Wheat Ridge, CO 80003 Prior to collecting any samples, homogenous materials were identified and listed to develop a sampling plan. Homogenous areas are defined by AHERA protocol as an area, which appears similar throughout in terms of color, texture, and date of application. The number of samples collected from each homogenous area was based upon criteria detailed in the following sections. Per Title 40 Code of Federal Regulations Part 63. Weecycle identified eight (8) Homogenous Areas at the property and collected twenty-four (24) representative bulk samples of suspect asbestos -containing materials (ACM) were collected. Complete information on homogenous areas, material categories, friability, number of samples, results and square footage is included in Table 1, below. Laboratory Results are included in Appendix D 5 Asbestos Containing Building Materials Survey— 4670 Balsam St, Wheat Ridge, CO 80003 ■ k � 0r2 2to2 r 2 k k 2 2 2 k 2 k � CL/ E m Gm § cn / # #\/\§ o$ _� _ __0co e�E�g§R$R C E 9£ m o— R £ e e w w■ m E 0 0 00 o %\ m%/\ m 4�§ k k E UJ E E E E E E E \ o c c e m = c= e o 0 o c o` o m o o 0 f° f 0 0 0 E e 0 x\77/-7277) —0 E 3:3: Ia-2WCL1:2e $e 2/2ILLa-CLww ■ _ oCNn�to cwoco —CN-04n# ■ �99799¥co------ 9999 EEEaCLaCLaaCLMmEMCL000//ik// E 2 E Z CO Cl) CO n n o 04 04 m o Z U. » » » » » » z 2 22 U m @ 2 m m m E E 0�\/\\o CD :\/E/f\ \ ■ / mCO o » m E 4 I E k§ ° E E CD co § 0§c (DRk�e e$ 0§ « /#�/2 7/=77 -Fa �t3y/�/2��� °eee�0 § £�5£e wm w m 16 fR=yo wRU-o2o =3 0 a (D E e @ @ e (D 2 = = 2 2 Q Q k / / / / / � 7 £ z k k a)k \ E % % / t q q t m m = E »= 0 0 0 J/E U) § « E cq Cl) / 4.1 HAZARD ASSESSMENT FACTORS Weecycle conducted a physical assessment of each identified homogeneous material. The assessment included determining the condition, potential for disturbance, and the friability of the material. By definition, friable materials are those which can be crumbled or reduced to powder by hand pressure when dry. Following the evaluation, each material was further classified into one of three categories, which have specific sampling protocol. Surfacing Materials: Refers to spray or trowel applied materials such as plaster, drywall texture, fireproofing, and spray applied acoustical textures. Thermal System Insulation: Refers to insulation used to inhibit thermal gain or loss on pipes, boilers, ducts and other building components. Miscellaneous Materials: Refers to friable and non -friable products and materials that do not fit into the above categories such as sheet flooring, floor tile, adhesives, and mastics, roofing material, window glazing or acoustical ceiling tile. The condition of all confirmed ACBMs were evaluated as: good (no visible damage or showing only very limited damage), damaged (less than 25% localized damage or 10% distributed damage), significantly damaged (25% or greater localized damage or 10% or greater distributed damaged) 4.2 SAMPLING STRATGEY In accordance with AHERA requirements and in compliance with 29 CFR 1926.1101 the asbestos inspection was conducted using a specified number of samples collected for each homogenous material Analytical results which indicated that all the samples collected from a homogenous material were not contain asbestos, the material was considered non -ACM for all areas defined as part of that homogenous area. Samples from a homogenous area determined to contain asbestos in quantities of one percent (1 %) or greater, were treated as ACM, regardless of any negative results for other samples collected from that homogenous area. Miscellaneous materials require adequately representative sampling, which typically involves collecting one to three samples per material. Inspectors relied on observations of the quantity, condition and friability of the material to determine the sufficient number of samples needed to accurately evaluate the presence or absence of asbestos in the material. Asbestos Containing Building Materials Survey — 4670 Balsam St, Wheat Ridge, CO 80003 All samples collected in this survey were sealed in an air -tight container at the time of sampling, and then assigned a unique identification number which was recorded on a field notation sheet, the sample container and a chain of custody and then submitted to an accredited laboratory. 4.3 LABORATORY ANALYTICAL RESULTS Twenty-four (24) bulk samples of ACBM were collected from the building and analyzed by CEI Labs Cary, North Carolina using Polarized Light Microscopy (PLM) according to EPA method 600/R-93/116. CEI Labs participates in the National Voluntary Laboratory Accreditation Program (NVLAP), a quality assurance program for PLM analysis. Any materials that contains greater than one percent (1%) asbestos by PLM analysis is consider an ACM and must be handled in accordance with OSHA, EPA and applicable state and local regulations. In addition, OSHA defines ACM as building materials containing between one tenth percent and one percent (0.1-1.0%). Materials which are determined to be "Non -Detect' by PLM analysis for asbestos content need no further verification by Point Counting Methodology. If the amount of asbestos is reported as "Trace", or less than ten percent (10%) by PLM analysis, the client may either assume the amount to be greater than one percent (1 %) and treat the material as ACM or conduct further analysis via Point Count Mythology. If the results of the Point Count differ from the initial PLM result, the Point Count results shall be used. Appendix A of this report contains the Inspector Certifications. Inspector Field Notes are located in Appendix B and Photographic Documentation in Appendix C. And the laboratory analytical report and chain of custody are included in Appendix E. Appendix F contains drawings of the building with sample locations and depictions of areas determined to contain ACBM 5.0 CONCLUSIONS The results of this asbestos building survey conducted at the Property, indicate the following: At the time of the inspection, all suspect asbestos containing building materials sampled were reported non -detect for asbestos content. Inspector field notes, including the sampling log, are attached in Appendix B with laboratory results in Appendix C. Any materials, not identified in this report, discovered during renovation or demolition must be sampled by a Colorado State Certified Asbestos 1 Asbestos Containing Building Materials Survey -4670 Balsam St, Wheat Ridge, CO 80003 Inspector prior to proceeding with work. Assumed Materials: • None noted Contractors and employees working in this building should be made aware of the possibility that concealed ACBM may be found during renovation or demolition. Any discovered material must not be disturbed without consulting the owner or manager of the building to determine if those materials were previously identified and sampled to determine if it was ACBM. Suspect material discovered during renovation or demolition and not identified in this report must be sampled for ACBM by a Certified Asbestos Inspector prior to proceeding with work. At the time of this report, the EPA has not prohibited the manufacture and import of miscellaneous materials, such as vinyl floorings, mastics, roofing materials, etc., which may be asbestos containing. As a result, Weecycle recommends testing of future replacement materials for the presence of asbestos prior to installation. 6.0 LIMITATIONS AND ASSUMPTIONS Weecycle Environmental Consulting, Inc. and the findings presented in this Asbestos Survey Report make no representations or assumption as to past and/or future conditions/occurrences of the specific areas surveyed and are based solely on the conditions that were noted in this report. The selection of sample locations and frequency of sampling was based on Weecycle's observations and the assumption that like materials in the same area are homogenous in content (as per AHERA definitions). The inspection did not incorporate destructive sampling techniques. It is possible that asbestos -containing materials may be concealed within structures and not identified in this report. Weecycle is not responsible or liable for any opinions, conclusions or recommendations provided by others regarding the data presented in this Asbestos Survey Report. 7.0 INSPECTOR STATEMENT OF COMPLIANCE As the certified Inspector responsible for the development of this Inspection Report, I certify that it has been written and reviewed in a manner of full compliance with applicable rules and regulations as required by Federal 2 Asbestos Containing Building Materials Survey -4670 Balsam St, Wheat Ridge, CO 80003 regulations and State of Colorado Regulation No Signature: W�-- CDPHE Certification No. 3748 Signature: CDPHE Certification No. 672 All certifications can be found in Appendix A. 8 USEPA/CDPHE Inspector Date: 02/06/2020 Exp. Date: 3/1/2020 Date: 02/06/2020 Exp. Date: 10/10/2020 3 Asbestos Containing Building Materials Survey— 4670 Balsam St, Wheat Ridge, CO 80003 Appendix A: Inspector Certifications Asbestos Containing Building Materials Survey — 4670 Balsam St, Wheat Ridge, CO 80003 } -0 W CL N { o a U � �cza - n dIJ L � o W -0 W { L � n dIJ L � o W Cd kr) a+ W-4 a w 00 '6Z d o 0 op* > Eco x CO _ s c L W C cC cn W c, t O Appendix B: Inspector Field Notes 1 Asbestos Containing Building Materials Survey— 4670 Balsam St, Wheat Ridge, CO 80003 Project Address: 4670 Balsam St, Wheat Ridge, CO 80003 Date: 1/27/20 Project Number: 20-17031 Inspector: Jud th Sawitsky WALLS & CEILING Page 1 ID (i.e. "A") Material Description Room Location P1 Plaster - Sand Entry, Parlor,Master Bath„ Hallway Ceiling P2 Plaster Coarse Entry, Parlor,Hallway Walls P3 Plaster - Smooth Kitchen S & N Walls, Maste Bath Walls P4 Plaster - Bubble Kitchen West Side Ceiling P5 Plaster - Trowel East Side Ceiling, Mud Room S & E Walls & Ceiling DT1 DW/Texture Family Rm Ceiling, Powder Room W & C, Mud Room W & N Wall Wood Wood Kitchen Closet, Parlor Brick Brick Family Rm S, E & W Wall Inspector Signature: Date: 1/27/20 Project Address: 4670 Balsam St, Wheat Ridge, CO 80003 Date: 1/27/20 Project Number: 20-17031 Inspector: Judith Sawitsky WALLS & CEILINGS CONTINUED ID Material Description Room Location (i.e. "A") TSI Elbows Elbows Assumed within Walls Page 2 Project Address: 4870 Balsam St, Wheat Ridge, Co 80003 Date: 1/27/20 Project Number: 20-17031 Inspector: Judith sawitsky FLOORS Page 3 ID (i.e. "1") Material Description Room Location C R 1 Ceramic Entry, Master Bath C R2 Ceramic Mudroom Wood Wood Parlor, Kitchen,Hallway F T 1 9x9 Floor Tile (Assumed) Bedroom 3 May be under Ceramic in Entry &Master Bath & Parlor MISCELLANEOUS ID Material Description Room Location (i.e. "Al") Insulation Rock Wool M O O O O O U a> U) E co m 0 0 O 0 N N i d CD E Q z V V 41 d O O L L a a CD 0 O LL C0 _ _ co �_ m O coU),� m W to o U C/).� U W U y L N ), L_ � C C C= = O C O C. _ ai E 4—O M C O ^1 rtt U) 1 i I `v 2i � rL `V '� 4-0 -0 W Y m G G N N c 0 O C 0 a) E O C U cn m N a � cn 0- n a� Q O E o in M N M It LO CO I` M m p N M Rt ' m^ ^� t1 ^^� 1 ^�^ 1 ^^N 1 ^N^ 1 ^N^ 1 1 ^M L.L.. ^M^ 1 ^' /'1 ^^' V N 1 ^^' 1 ^' L.L. ^^' 1 ^^� L.1. d � d O N rlN O r R 0 w O r V d C. N c M Of N C E Qi E v EO :3 U) N Q ❑ El 1:1 N N s s s❑❑❑ s❑❑1:1 Z Z U Old z� El� � El s s s� El sEg z a° 0 } El 0 � D 11 � El � � � � � S � � m C7 C o y CL d Q E d E 'O Q R N E m O. w E R d I 'a C R G o R R 3 4) " C c « U O C R H Ln w O 01 C IRA C a W E C N R N f0 O) C C d G d o 0)M-2-.0 c O p. 41 V O R Y UJ E a+ R 7 j R E is 3 a R R E is E ?� R 3 R y N O O d a N T p 07 p E ++ N E 3 E Q C = R NN U 3 C E 01 c cmU U d p V CL L o d w f, Row y m 0 V 'j 0 C) N m 0 V 3 V 30 u m 0 U C1 o V d @ U V p C> C C �m O` C .iQR c � Q d wcE oo t d Oz Ro c Q R 01 oa �+ G1 w Q N rn d U m Q VI m Q N m Q N m CL OL N E d Q N m Q N 7 m Q N 7 d Q N 7 d Q N 7 m Q VI 7 c C o ,'A w Q d R a E - C E C 0. C- E m :7 1` °I g U d c N C 'O N 0f d d `r a C E O R Z _ U Q 7 cn 3 cn 3 to Z I0 rn a 7 cn to cn cn cn rn LL m E w Q o U 3 m ,- c c9 H a U m O N r- 04 d R M O O O O O U m p ca U) E cu ca m O ti O W, d !C CL Y co L O L 0 V d Q N c M O O N G1 0 O LL tT cn L U) L 0 O4! cu E U o ° ° �' °o J E O E NO 0. 0 w E Of N ° �E CC� N -o G 0- _O r ° X co co = = 0 o °' U Q E 4 � d E o CD i` 00 d7 O m N N M d' In I N N N N N N O D U U COD CD Appendix C: Laboratory Results Asbestos Containing Building Materials Survey— 4670 Balsam St, Wheat Ridge, CO 80003 tiff eurofins CEI January 31, 2020 Weecycle Environmental Consulting, Inc 1208 Commerce Court, 5B Lafayette, CO 80026 CLIENT PROJECT: CEI LAB CODE: Dear Customer: Balsam, 20-17031 B201058 Enclosed are asbestos analysis results for PLM Bulk samples received at our laboratory on January 29, 2020. The samples were analyzed for asbestos using polarizing light microscopy (PLM) per the EPA 600 Method. Sample results containing >1% asbestos are considered asbestos -containing materials (ACMs) per EPA regulatory requirements. The detection limit for the EPA 600 Method is <1% asbestos by weight as determined by visual estimation. Thank you for your business and we look forward to continuing good relations. Kind Regards, Tianbao Bai, Ph.D., CIH Laboratory Director 114V(A TESTING NVLAP LAB CODE 101768-0 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 tiff eurofins CEI ASBESTOS ANALYTICAL REPORT By: Polarized Light Microscopy Prepared for Weecycle Environmental Consulting, Inc CLIENT PROJECT: Balsam, 20-17031 LAB CODE: B201058 TEST METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020 REPORT DATE: 01/31/20 TOTAL SAMPLES ANALYZED: 24 # SAMPLES >1% ASBESTOS: tia eurofins CEI PROJECT: Balsam, 20-17031 Asbestos Report Summary By: POLARIZING LIGHT MICROSCOPY METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020 LAB CODE: B201058 ASBESTOS Client ID Layer Lab ID Color Sample Description % P1-1 B15282 White Plaster None Detected P1-2 B15283 White Plaster None Detected P1-3 815284 White Plaster None Detected P2-4 B15285 White Plaster None Detected P2-5 815286 White Plaster None Detected P2-6 B15287 White Plaster None Detected P3-7 B15288 White Plaster None Detected P3-8 B15289 White Plaster None Detected P3-9 B15290 White Plaster None Detected P4-10 B15291 White Plaster None Detected P4-11 815292 White Plaster None Detected P4-12 815293 White Plaster None Detected P5-13 B15294 White Plaster None Detected P5-14 B15295 White Plaster None Detected P5-15 B15296 White Plaster None Detected DT1-16 --------------------------------------------------------------- Layer 1 B15297 Layer 2 B15297 White White Texture Drywall None Detected None Detected DT1-17 --------------------------------------------------------------- Layer 1 Layer 2 B15298 B15298 White White Texture Drywall None Detected None Detected DT1-18 --------------------------------------------------------------- Layer 1 Layer 2 B15299 B15299 White White Texture Drywall None Detected None Detected JC1-19 B15300 White Drywall/Joint Compound None Detected JC1-20 B15301 White Joint Compound None Detected M1-21 B15302 Off-white Mortar None Detected M1-22 B15303 Off-white Mortar None Detected M1-23 B15304 Off-white Mortar None Detected M1-24 B15305 Off-white Mortar None Detected Page 1 of 1 ASBESTOS BULK ANALYSIS tiff e u rof i n s By: POLARIZING LIGHT MICROSCOPY Client: Weecycle Environmental Consulting, Inc Lab Code: B201058 1208 Commerce Court, 5B Date Received: 01-29-20 Lafayette, CO 80026 Date Analyzed: 01-31-20 Date Reported: 01-31-20 Project: Balsam, 20-17031 ASRFSTOS BULK PLM. EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous % P1-1 Plaster Homogeneous 70% 5nicates None uetectea B15282 White 20% Binder Non-fibrous 10% Paint Bound P1-2 Plaster Homogeneous 70% Silicates None Detected B15283 White 20% Binder Non-fibrous 10% Paint Bound P1-3 Plaster Homogeneous 70% Silicates None Detected B15284 White 20% Binder Non-fibrous 10% Paint Bound P24 Plaster Homogeneous 70% Silicates None Detected B15285 White 20% Binder Non-fibrous 10% Paint Bound P2-5 Plaster Homogeneous 70% Silicates None Detected B15286 White 20% Binder Non-fibrous 10% Paint Bound P2-6 Plaster Homogeneous 70% Silicates None Detected B15287 White 20% Binder Non-fibrous 10% Paint Bound P3-7 Plaster Homogeneous 70% Silicates None Detected B15288 White 20% Binder Non-fibrous 10% Paint Bound Page 1 of 5 tiff eurofins ASBESTOS BULK ANALYSIS CEI By: POLARIZING LIGHT MICROSCOPY Client: Weecycle Environmental Consulting, Inc Lab Code: B201058 1208 Commerce Court, 5B Date Received: 01-29-20 Lafayette, CO 80026 Date Analyzed: 01-31-20 Date Reported: 01-31-20 Project: Balsam, 20-17031 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous % P3-8 Plaster Homogeneous 70% Silicates None Detected B15289 White 20% Binder Non-fibrous 10% Paint Bound P3-9 Plaster Homogeneous 70% Silicates None Detected B15290 White 20% Binder Non-fibrous 10% Paint Bound P4-10 Plaster Homogeneous 70% Silicates None Detected B15291 White 20% Binder Non-fibrous 10% Paint Bound P4-11 Plaster Homogeneous 70% Silicates None Detected B15292 White 20% Binder Non-fibrous 10% Paint Bound P4-12 Plaster Homogeneous 70% Silicates None Detected B15293 White 20% Binder Non-fibrous 10% Paint Bound P5-13 Plaster Homogeneous 70% Silicates None Detected B15294 White 20% Binder Non-fibrous 10% Paint Bound P5-14 Plaster Homogeneous 70% Silicates None Detected B15295 White 20% Binder Non-fibrous 10% Paint Bound Page 2 of 5 tiff eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Weecycle Environmental Consulting, Inc Lab Code: B201058 1208 Commerce Court, 5B Date Received: 01-29-20 Lafayette, CO 80026 Date Analyzed: 01-31-20 Date Reported: 01-31-20 Project: Balsam, 20-17031 ASBESTOS BULK PLM. EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous % PS -15 Plaster Homogeneous 70% silicates None uetectea B15296 White 20% Binder B15298 Non-fibrous 10% Paint Bound DT1-16 Texture Homogeneous 70% Silicates None Detected Layer 1 White 25% Calc Carb B15297 Non-fibrous 5% Paint Bound ------------------------------------------------------------------ Layer 2 Drywall Homogeneous 10% Cellulose 75% Gypsum None Detected B15297 White 15% Binder Fibrous Bound DT1-17 Texture Homogeneous 70% Silicates None Detected Layer 1 White 25% Calc Carb B15298 Non-fibrous 5% Paint Bound ------------------------------------------------------------------ Layer 2 Drywall Homogeneous 10% Cellulose 75% Gypsum None Detected B15298 White 15% Binder Fibrous Bound DT1-18 Texture Homogeneous 70% Silicates None Detected Layer 1 White 25% Calc Carb B15299 Non-fibrous 5% Paint Bound --------------------------------------- Layer 2 Drywall r-------yp----------------- Homogeneous 10% Cellulose 75% Gypsum None Detected B15299 White 15% Binder Fibrous Bound Page 3 of 5 tiff eurofins ASBESTOS BULK ANALYSIS CEI By: POLARIZING LIGHT MICROSCOPY Client: Weecycle Environmental Consulting, Inc Lab Code: B201058 1208 Commerce Court, 5B Date Received: 01-29-20 Lafayette, CO 80026 Date Analyzed: 01-31-20 Date Reported: 01-31-20 Project: Balsam, 20-17031 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab lD Description Attributes Fibrous Non -Fibrous %, JC1-19 Drywall/Joint Homogeneous 10% Cellulose 70% Gypsum None Detected 815300 Compound White 15% Silicates Fibrous 5% Calc Carb M1-24 Mortar Bound 80% Silicates None Detected JC1-20 Joint Compound Homogeneous 70% Silicates None Detected B15301 White 25% Calc Carb Non-fibrous 5% Paint Bound M1-21 Mortar Homogeneous 80% Silicates None Detected B15302 Off-white 20% Binder Non-fibrous Bound M1-22 Mortar Homogeneous 80% Silicates None Detected B15303 Off-white 20% Binder Non-fibrous Bound M1-23 Mortar Homogeneous 80% Silicates None Detected B15304 Off-white 20% Binder Non-fibrous Bound M1-24 Mortar Homogeneous 80% Silicates None Detected B15305 Off-white 20% Binder Non-fibrous Bound Page 4 of 5 ti% eurofins LEGEND: Non-Anth = Non-Asbestiform Anthophyllite Non-Trem = Non-Asbestiform Tremolite Calc Carb = Calcium Carbonate METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020 REPORTING LIMIT: <1 % by visual estimation REPORTING LIMIT FOR POINT COUNTS: 0.25% by 400 Points or 0.1 % by 1,000 Points REGULATORY LIMIT: >1 % by weight Due to the limitations of the EPA 600 method, nonfriable organically bound materials (NOBs) such as vinyl floor tiles can be difficult to analyze via polarized light microscopy (PLM). EPA recommends that all NOBs analyzed by PLM, and found not to contain asbestos, be further analyzed by Transmission Electron Microscopy (TEM). Please note that PLM analysis of dust and soil samples for asbestos is not covered under NVLAP accreditation. Estimated measurement of uncertainty is available on request. This report relates only to the samples tested or analyzed and may not be reproduced, except in full, without written approval by Eurofins CEI. Eurofins CEI makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytical results. Interpretation of the analytical results is the sole responsibility of the client. Samples were received in acceptable condition unless otherwise noted. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government. Information provided by customer includes customer sample ID and sample description. ANALYST:I APPROVED BY: Michael o i Tianbao Bai, Ph.D., CIH Laboratory Director m V 10 A TESTING NVLAP LAB CODE 101768-0 Page 5 of 5 ICEILAIDS 107 New Edition Court, Cary, NC 27511 Tel: 866-481-1412; Fax: 919A81-1442 CEI CLIENT 9: Address: Email: t ll� Tel:. 0 -� ASBESTOS - 13 G/052 ON �.�, � ..oma � :-��: -� . w: �����-� > •�.. =jt ty` Job Contact: j q, w I & (l. Email/Tet: 1cLresui s ('CJeec4?1,iO,C C•C . ISS Project Name: P-) ISQ 0 O Projectlt?M 3/ POM STATE SAMPLES COLLECTED IN: /FTATlSNATIu►deat�rn erAIIrnwrsr.......,...... _ PLM BULK PLM POINT COUNT (400) PLM POINT COUNT (1000) �~� EPA 600 EPA 600 EPA 600 EPA 600 EJ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PLM GRAY ve POINT COUNT PLM BULK CARQ 435 y ❑ ❑ ❑ ❑ ❑ PCM AIR NIOSH 7400 ❑ ❑ ❑ ❑ 1:3 ElTEM AIR EPAAHERA NIOSH 7402 ISO 10312 ❑ 1:1 ❑ ❑ 1:1 1:1 ❑ 1:10 ED ❑ ED ❑ ❑ 1:1 1:1TEM 1:1TEM 1:1BU AIR AIR TEM ASTM 6281-09 ❑ El 1:1❑ ❑ 1:1TEM BULK CHATRELD ASTM D6480-05 ASTIR D5755-09 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ TEM DUST WIPE TEM DUST MICROVAC TEM SOIL VERMICUUTE OTHER ASTM D7521-13 CINCINNATI METHOD � M Wi[ ii ❑❑❑•E3TEM ❑ E]❑ 1'—1 r-_1 ❑ REMARKS / SPECIAL INSTRUCTIONS: I Samples will be disposed of 30 Bays after analysis Accept Samples Reject Samples A t_ i VERSION CCOC.0215.1/2.LD Customer COC Page 1 eurofins CEl w . 1<1 - -/703 Fa fiztm r 4,a ✓ nLl- I`3Zo1o53 SAMPLING FORM PLM TEM r . PLM G] TEM PLM r --j TEM r --j PLM TEM C-�Z j PLM G] TEM CID PLM C -j TEM C� PLM [ TEM PLM r ---j TEM [--j PLM r --j TEM PLM C,j TEM C"_] FILM ----J —` PLM C] TEM C --j PLM C ] TEM PLM U TEM V PLM TEM PLM © TEM C] PLM O TEM PLM r-1 TEM PLM U TEM [� PLM C] TEM PLM © TEM TEM � PLM [,� TEM TEM C] PLM r - —j TEM PLM E=3 TEM E= PLM E:D TEM r --j PLM D TEM Page --- 2. of Version: CCOC.07.18.212.LD Appendix D: Site Illustrations Asbestos Containing Building Materials Survey — 4670 Balsam St, Wheat Ridge, CO 80003 Work shall comply with the following codes: 2012 IRC, 2012 IECC & 2017 NEC, Colorado Plumbing Code of YSCat *dge COMMULOPMENT APPROVED BOEHM RESIDENCE REMODEL Revie for ode gMpfiance IF P1 Ekaminer Date vAdft of -I The issuance of o pernMt or appro►d of peens sow/j a tWm &W oon+putatans shah not be o pera* jbr, or on opprovd of any woAoftn to any of Mt prowslora of the building code - of or CRy aatnances. hrW-ft presuomm eo gw outbori v to wola4 of ewxxt tht prowsIm of on /tIMrYI f codts or ~ or0tw Wo of Ne Uty ~ not bt v@M PROJECT TEAM OWNER: STRUCTURAL. ENGINEER: CONTRACTOR: VICINITY MAP Go gIC I�tapS 4670 Balsam St GO^gle STEPHANIE & ANDREW BOEHM 4670 BALSAM STREET WHEAT RIDGE, CO 80033 ASCENT ENGINEERING, INC. 6707 WINCHESTER CIR #100 BOULDER,CO 80301 P: 303.499.3022 FACTOR DESIGN BUILD 4105 JACKSON ST. DENVER,COLORADO 80216 P: 303.872.3482 FACTORDESIGNBUILD.COM Mmdeb02019 50ft' INDEX OF DRAWINGS # SHEET NAME A-0.1 COVER SHEET A-0.2 SITE & DRAINAGE PLANS AD -1.0 EXISTING PLANS - MAIN LEVEL AD -1.1 DEMO PLANS - MAIN LEVEL A-1.1 FLOOR PLANS - MAIN LEVEL A-2.0 EXTERIOR ELEVATIONS/ WALL SECTIONS AE -1.0 I ELECTRICAL PLANS 1-1.0 FINISH PLANS 1-1.1 JINTERIOR ELEVATIONS 1-1.2 INTERIOR ELEVATIONS S-1.0 STRUCTURAL PROJECT ADDRESS & LEGAL DESCRIPTION: 4670 BALSAM STREET, WHEAT RIDGE, CO 80033 SUBDIVISION 347400 HILLCREST HEIGHTS ZONE DISTRICT: R-2 EXISTING BUILDING: CURRENT INGLE MIUSE OF AREAS: SFFA "L' HOME W/ 2 -CAR GARAGE; 3 BEDROOMS, 2 FULL BATHS, 1 HALF BATH EXISTING CONDITION: ORIGINAL SINGLE STORY STRUCTURE OVER CRAWLSPACE BUILT IN 1948 OF BRICK MASONRY; SUBSEQUENT ADDITIONS INCLUDE: SQUARE FOOTAGE OF PRIMARY STRUCTURE: FINISHED/HEATED SPACE: 1st FLOOR: 3,007 SF 2nd FLOOR: N/A TOTAL HEATED: 3,007 SF UNFINISHED/UNHEATED SPACE: ATTACHED GARAGE: 670 SF COVERED PORCH: N/A SF TOTALUNHEATED: 670 SF GOVERNING CODES: CITY OF WHEAT RIDGE DEVELOPMENT CODE IRC, 2012 W/AMENDMENTS IBC, 2012 W/AMENDMENTS IPC, 2015 WIAMENDMENTS PER STATE OF COLORADO IMC, 2012 W/AMENDMENTS 2C, 2015 W/AMENDMENTS PER STATE OF COLORADO , 2012, W/AMENDMENTS IECC, 2012, W/AMENDMENTS NEC, 2017 INTERNATIONAL PROPERTY MAINTENANCE CODE, 2012 W/AMENDMENTS UNIFORM CODE OF ABATEMENT OF DANGEROUS MATERIALS, 1997 PROJECT DESCRIPTION: PROPOSED USES OF AREAS: SINGLE FAMILY HOME W/ 2 -CAR GARAGE; 3 BEDROOMS, 2 FULL BATHS, 1 HALF BATH PROPOSED NEW CONDITION: INTERIOR REMODEL CONSISTING OF: -UPDATED MASTER BATHROOM -MINOR UPDATE OF KITCHEN -MUDROOM POWDER BATH -UPDATED MUDROOM -NEW OFFICE APPLIANCE SIZE & EFFICIENCY: KITCHEN REFRIGERATOR/FREEZER: GE CAFE COUNTER DEPTH FR. DOOR REF'R W/BOTTOM FREEZER CWE23SP2MS1 ENERGY STAR RATED 23.1 CUBIC FOOT DUAL FUEL RANGE: GE CAFE 30' DOUBLE OVEN GAS RANGE -SS CGS750P2MS1 RANGE RATING: 120 VOLTS / 60 Hz 115 A RANGE HOOD: ZEPHYR 30" ANZIO CHIMNEY HOOD 7AN-E30CS -ADJUST DOWN TO 390 CFM" 120 VOLT, 60 Hz, AC ONLY, 4 A, MAKE UP AIR PER MECHANICAL CONTRACTOR DISHWASHER BOSCH 24' DISHWASHER SHX878ZD5N ENERGY STAR RATED 1440 WATTS, 12 AMPS, 120 VOLT, 60 HZ WATER USAGE PER CYCLE: 3.5 ENERGY EFFICIENCY CLASS: TIER 1 WASHER: ELECTROLUX FRONT LOAD WASHER - WHITE EFLS627UIW 2T' WIDE ENERGY STAR RATED CONNECTED LOAD (kW RATING) @ 120 VOLTS = 1.2 DRYER: ELECTROLUX ELECTRIC DRYER - WHITE EFME627UIW 27- WIDE CONNECTED LOAD (kW RATING) @ 120 VOLTS = 6.0 P:nT9 NORTH NORTH EXISTING- SITE PLAN 1"=20'0" I I I I I � PROP LINE I ly I 1 I I I I I I I I I 34'-10314" 11'-73/4" 23'-3" 371 zo FAMILY _ MUDROO P 10 12 6� 8'- 11 314" - 7'- 1 1/2"712- BEDROOM 3 14'• 7 1/41"-- 3. _101" 10 1!2" 11' - 1 1!4" 11' - 0" 11' - 2 3/4" DN ryN I I DW UU L — J CLOSET 16 KITCHEN o I I RANGE I GARAGE 9Bi BATHROOM Fill FIREPLACE ��rS 191-01, 3' • 0" 4'�' 7' 3" 10'- 1 314" F- W PARLOR Z I I 0 v I I I 1 14'-91/8" 19'•7 r-61/4"2'-lova BEDROOM I I I I F ' I I I I W ' Z LINEN MASTER CLOSET 07 15 13 U -r7NTRY 1 ENTRY CL ET 7' 3" 14 MASTER BEDROOM MASTER BATH 9 9'-01/2" 41/2" W-0" 6'-41/2" 12'•3" 8'-11/2" �L 26' 9"PnT �L No NORTH rjMAIN LEVEL -EXISTING- 1/4" = 1'-0" 11' - 7 3/4" 23' - 3" RECONFIGURE P q RADIANT HEATING DEMO DOOR � / I (E) FLOOR DRAIN 12'- 9 1 /Z TO REMAIN DEMO CONC. SLAB SQUARE OFF DEMO SHOWER, HEAD & HANDLING DEMO DOOR / DMO TILE m a y I FLOOR' _ o L) — DEMO WALI. DEMO VCT c DEMO DO FLOORING I j � DEMO OPENING RE: e STRUCTURE _ / 101/2" 6'•73/4' 3'-4' 7'-11/2' r-4'� 10'-11/a"1'-0" 11'•0" 1'-0" o ' _ DN I DW Iw a DEMO FRIDGE i/\e DEMO COUNTERTOPS & CABS �j DEMO DOOR \� DEMO DW DEMO DOOR DEMO WALL io DEMO SINK DEMO ALL CABS & DEMO DOOR COUNTERTOP l/J— DEMO SINK RANG 3'-0" 6'-63/4'\ JIB NO SCOPE FIREPLACE \c -\ \\ NO SCOPE \�� DEMO DEMO OPENING; OPENING H.H. CABS & DISTANCE FROM FIREPLACE TO MATCH LEFT SIDE OF F.P. 1z iL) d \\ NO SCOPE 14' - 9 1/8" 19' • T' 1n W I Z 7'-3" •.41/2• DEMO DEMO () _ \ y °oiDl w DEMO DOOR c w 4'-3' 6'-41/2" L a u DEMO TILE o FLOOR p o r —D L 7!� DEMO WALL o I \ i DEMO DOOR w DEMO PEDESTAL DEMO TOILET DEMO TUB DEMO WINDOW 4'-71/2" 3'•6" 16'-71/r' DEMO 21_9" 4 A-2.0 NORTH NORTH 1 DEMO- MAIN LEVEL 1/4" = 1'-0" 3 DOOR SCHEDULE 6' - 8" MARK WIDTH HEIGHT JAMB DEPTH FUNCTION DOOR STYLE DOOR FINISH DOOR HANDLING HARDWARE TYPE COMMENTS Interior PAINT PRIVACY 7 6' - 0" 6' - 8" 4 9/16" Interior PAINT PASSAGE 8 2' - 0" 6' - 8" 4 9/16" Interior PAINT PASSAGE REPLACEMENT 12 6' - 0" 6' - 8" 4 9/16" Interior PAINT PASSAGE 13 2' - 6" 6' - 8" 4 9/16" Interior PAINT 20 DBL SLIDER 6 9 1/6" PAINT FROSTED .3 14 6' - 0 518" 6' - 8" 6 9/16" Exterior PAINT DEAD BOLT REPLACEMENT 16 2' - 0" 16-8" 4 9/16" Interior PAINT PRIVACY 17 2' - 6" 6' --e— 4 9/16" Interior PAINT PASSAGE REPLACEMENT 20 6' - 0" 6' - 8" 4 9/16" Interior PAINT PRIVACY 21 6' - 0" 6' - 8" 4 9/16" Interior PAINT PASSAGE 3•-10" 14 Fl� � P DWR ® 16 16_ CENTER SINK FAMILY ON WINDOW z ° 14 =14:mlo _ n CLST 3 A-z.o NEW BENCH & CUBBIES r r MUDROONI NEW OPENING _15 9' 111/2" 4- 2'-6" 6'-63/4" 3•-11" T-81/2" 3'-0" II I NEW COUNTERTOPS ° o^ & CABS KITCHEN PARLOR NEW DW 13 7 I CLST4 HALL NEW CRAWL a 8'-103/4" NEW SINK T-7" 2'-61/2" �L 12 PAN Y J �L O 73 7 ® SPACE ACCESS \ / NEW RANGE 1 J T- 4<, BATHROOM 1 CLST 5 I I 21 L J FIREPLACE GARAGE — 31-01, 6'- 10 5/8" -kms--, '•v 21 NEW OPENING LSG9PEJ 5'-23/4" °� CLST 2 10• - s•• HALL ENTRY = MASTER rNO CMDF ` 2074 BEDROOM OFFICE PARLOR 0 20 0 BEDROOM 1 ----------- NO © rt 3.0" 3 3 CLST 4 I � LINEN MSTR CLST 3 8 8 2'- 10" ENTRY 7 O MSTR BATH N a — � MASTER BEDROOM ° STIR BATH -- > 2u z A-1.1 PnTR� NORTH NORTH FLOOR PLAN - MAIN LEVEL PLA TR NORTH NORTH 2 FLOOR PLAN - ENTRY/MASTER BATH DETAIL 1 1/4" = 1'-0" 1/2" = " 3 DOOR SCHEDULE 6' - 8" MARK WIDTH HEIGHT JAMB DEPTH FUNCTION DOOR STYLE DOOR FINISH DOOR HANDLING HARDWARE TYPE COMMENTS 3 3' - 0" 6' - 8" 4 9/16" Interior PAINT PASSAGE COMMENTS 6 2' - 6" 6' - 8" 4 9/16" Interior PAINT PRIVACY 7 6' - 0" 6' - 8" 4 9/16" Interior PAINT PASSAGE 8 2' - 0" 6' - 8" 4 9/16" Interior PAINT PASSAGE REPLACEMENT 12 6' - 0" 6' - 8" 4 9/16" Interior PAINT PASSAGE 13 2' - 6" 6' - 8" 4 9/16" Interior PAINT DEAD BOLT FIRE RATED 14 6' - 0 518" 6' - 8" 6 9/16" Exterior PAINT DEAD BOLT REPLACEMENT 16 2' - 0" 16-8" 4 9/16" Interior PAINT PRIVACY 17 2' - 6" 6' --e— 4 9/16" Interior PAINT PASSAGE REPLACEMENT 20 6' - 0" 6' - 8" 4 9/16" Interior PAINT PRIVACY 21 6' - 0" 6' - 8" 4 9/16" Interior PAINT PASSAGE WINDOW SCHEDULE NO. OPERATION JAMB DEPTH INTERIOR FINISH TYPE GLASS TYPE U - FACTOR COMMENTS MAINN LV 100' - 0" WALL SECTION - KITCHEN 1,4" = 1'-0" 4'- 71/2" oa r_MAIN LVL — — — — — — — — — — — lqu oo-o" 0" n DEMO EXTERIOR ELEVATION - NORTH 1/4" = 1'-0" — — — — _ — — — —ROOF L_ VL t1 108'08' - 0" y 20 as T — — _ — — — — — — _ — — — — — —MAIN LVL 100'00' - 0 1 rl EXTERIOR ELEVATION - NORTH 1/4" =1'-0" F LVL I1 i8'-0� N LVL L1 6 PI-T)TFC: NORTH NORTH n MAIN LEVEL ELECTRICAL PLAN I ELECTRICAL LEGEND I 9DUPLEX RECEPTACLE OUTLET RGFI GFI DUPLEX RECEPTACLE OUTLET 9220 220 RECEPTACLE OUTLET ® FLOOR RECEPTACLE OUTLET $ SINGLE POLE SWITCH $ THREE WAY SWITCH 3 $DIM. SWITCH Wi DIMMER RECESSED FIXTURE EYEBALL RECESSED FIXTURE WATER RATED RECESSED FIXTURE UWP TELEPHONE OUTLET v DATA COMMUNICATIONS WALL RECEPTACLE OUTLET v CABLE JACK ❑N SURFACE MOUNT FIXTURE MULTIPLE LIGHT BAR FIXTURE 13�)O WALL FIXTURE UNDER CABINET FIXTURE H SMOKE DETECTOR O SMOKE/CO COMBO DETECTORS OS CO EXHAUST FAN ❑� EXHAUST FAN/LIGHT COMBO O O CEILING FAN o ELECTRICALLEGEND INVA L i 2 I -1.Y 3 to FAMILY 14i 6 KEEP (E) CONCRETE --"— FLOORING `\ CLST 3 m c A-2.0 i 5.11/4" _. �.17.... -- -- � UDROOM T' ,' T '-6 � Fill, 3112"- �. BEDROOM 1 i LsaFjNEW HARDWOOD ---.—.._.—. .—. —.—. .---- -�• 6" DW KITCHEN 6 i o a I 9.-1 .. —9'-01/2" 13 0 4 Afd ;1 ! ii �— KEEP (E) FLOORING 'I-1.2 31 n i m I l WD -t t I i E 1 I BATHROOM 1 CLST 5 n -_-_.. 21 7 —" - -- KEEP (E) FLOORING GARAGE fi CLST 2 OFFICE \ ____-- _ HALL 20 PARLOR - 4 0 KEEP (E) FLOORING ! BEDROOM1 Hl KEEP (E) FLOORING PATCH L36:6>k't� - - - WHERE NECESSARY NEW KEEP (E) FLOORING BIFOLD DOORS C4 CLST 4 LINEN MSTR CLST a0 8 0 NEW 21 - PASS ENTRY --- CLOSET DOORS MASTER: B' 6^ BEDROOM 11. i,l n 7 i1 LACE IN NEW HARDWOOD TO MATCH EXISTING T EL s BATH O 1125 2 - - - - -- - - - - - - - FLOOR TILE & W ALL TILE- TOALIGNGROUTJOINTS 6'-21/2" 2'-61/2" 3 A PLAN ( NORTH NORTH ALE BATHROOM -WEST 1/2" = 1%;� SC r,-, MASTER BATH- SOUTH 1/2" = V-0" T T 0 5 02 6'- 2" 7 MA LEVEL V L FINISHES - Callout 2 1/2% 3'-31/2" SHOWER NICHE APPROX. 12"X15'', TILE TO COURSE W/ T ILE PATTERN FLOOR AND WALL TILE TO ALIGN GROUT JOINTS SCHLUTER PLU-1. 7'- 4" MASTER BATH- NORTH Ll 1/2_ ;AT 3 PANTRY -SOUTH PUTH 1 2 4 SHIPLAP JIN LVL oo�_ 0� LVL 0 iMmmmim BAGS CABS T-81/4" LVL 0 iMmmmim G E N E R A L 5 T R U C T U R A L N O T E 5 1.0 GOVERN ING BU I L D ING CODE: 2012 INTERNATIONAL BUILDING CODE 2.0 DESIGN LOADS A. DEAD LOADS. ROOF: 15 paf b. FLOOR: 12 paf B. LIVE LOADS: a. SNOW (ROOF): 30 r o b. FLOOR: 40 paf C. WIND: a. ULTIMATE WIND SPEED: 136 MPH - EXP05UKE'B' (3 SECOND GUST) b. BASIC WIND SPEED: 105 MPH - EXPOSURE 'C'(3 SECOND GUST) c. RISK CATEGORY II d. INTERNAL PRESSURE: +O. 18. -0.18 (ENCLOSED BUILDING) D. SEISMIC: a. DESIGN CATEGORY: B I, RI5K CATEGORY: II EARTHQUAKE IMPORTANCE FACTOR, 1.0 d. 501L SITE CLASS: D 3.0 GENERAL A. THE STRUCTURAL DOCUMENTS ILLUSTRATE THE COMPLETED STRUCTURE WITH ELEMENTS IN THEIR FINAL POSITIONS. PROPERLY SUPPORTED AND BRACED, THE CONTRACTOR 15 RESPONSIBLE FOR ADEQUATE BRACING AND SHORING AS REQUIRED DURING CONSTRUCTION TO WITHSTAND ALL LOADS, STOCKPILES OF MATERIALS AND EQUIPMENT. SUCH BRAIDING SMALL BE LEFT IN PLACE AS LONG AS REQUIRED UNTIL THE CONSTRUCTION OF THE STRUCTURE 15 COMPLETED. B. GENERAL CONTRACTOR 15 RESPONSIBLE FOR PROTECTION OF PERSONS AND PROPERTY EITHER ON OR ADJACENT TO THE PROJECT AND SMALL PROTECT SAME AGAINST INJURY, DAMAGE OR L055 DURING CONSTRUCTION. C. GENERAL CONTRACTOR 15 RE5PON511511 FOR FIELD VERIFYING ALL EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS OR PROCEEDING'WTH WORK AFFECTED BY AREAS WITH EXISTING CONDITION5. REPORT PINY SIGNIFICANT D5CREFANCIE5 TO THE STRUCTURAL ENGINEER IMMEDIATELY. D. WHERE PERIODIC OR CONTINUOUS INSPECTIONS AND / OR TESTING ARE REQUIRED BY THESE DOCUMENTS. GOVERNING BUILDING CODE ORTHE GOVERNING BUILDING OFFICIAL, ENGINEER OR AN INDEPENDENT INSPECTION AND/ OR TESTING AGENCY SHALL BE RETAINED BY THE OWNER TO PERFORM REQUIRED INSPECTIONS AND / OR TESTING. E. THE CONTRACTOR 5HALL INFORM ARCHITECT AND ENGINEER CLEARLY IN WRITING AND PROVIDE DOCUMENTATION FOR THE REVIEWOF ANY SUBSTITLNIONS OR DEVIATIONS OF REQUIREMENTS OF THE CONTRACT DOCUMENTS. F THESE PLANS HAVE BEEN ENGINEERED FOR CONSTRUCTION ATONE SPECIFIC BUILDING SITE. BUILDER ASSUMES ALL RESPONSIBILITY FOR USE OF THESE PLANS AT ANY OTHER LOCATION. G. DO NOT SCALE DRAlMNG5. WRITTEN DIMENSIONS SMALL TAKE PRECEDENCE. PLANS AND DETAILS ARE TO SCALE UNLE55 NOTED, WHILE DRAWING SCALE IS BELIEVED TO BE RELIABLE, THE ACCURACY AND COMPLETENESS IS NOT GUARANTEED BY THE ENGINEER. CONSULT THE ARCHITECT OR ENGINEER OF RECORD FOR DIMENSION VERIFICATION. NOTIFY ARCHITECT OR ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS BETWEEN THE ARCHITECTURAL AND STRUCTURAL DOCUMENTS BEFORE PROCEEDING WITH THE WORK. H. NO STRUCTURAL MEMBERS SMALL BE CUT, NOTCHED OR OTHERWISE PENETRATED UNLE55 ALLOWED BY MANUFACTURER, SPECIFICALLY SHOWN ON THESE DOCUMENT5 OR APPROVED BY THE ENGINEER IN ADVANCE. I. 5ECTION5 OR DETAILS SHOWN OR NOTED APPLYTO SIMILAR CONDITIONS ELSEWHERE NOT SPECIFICALLY SMOWN OR NOTED. J. THESE CONSTRUCTION DOCUMENTS ARE BASED ON THE WORK BEING COMPLETED IN A WORKMAN LIKE MANNER BY A CONTRACTOR EXPERIENCED WITH SIMILAR CONSTRUCTION. 4.0 FOUNDATIONS A. SOIL DESIGN VALUES SHOWN BELOW HAVE BEEN A55UMED FOR USE IN THE FOUNDATION DESIGN, AND ARE TO BE VERIFIED BY OPEN HOLE INSPECTION BY A 501L5 ENGINEER RETAINED BY THE OWNER. ANY CHANGES IN THE STATED 501L DESIGN VALUES MAY REQUIRE PEV151ON5 TO THE FOUNDATION DE51GN. B. FOOTINGS SHALL BE FOUNDED UPON UNDISTURBED NATURAL 501L OR COMPACTED FILL, TESTED AND APPROVED BY A SOILS ENGINEER. a. MAXIMUM DESIGN SOIL BEARING PRESSURE: 1,500 P5F. b. MINIMUM DEAD LOAD: WA. c. FOOTINGS SMALL BE PLACED A MINIMUM OF 3G' BELOW FINAL FINISHED GRADE (FROST DEPTH) d. DESIGN LATERAL 501L PRESSURE (EQUIVALENT FLUID PRESSURE, AT REST CONDITION, U51NG ON-SITE GRANULAR SOILS AS BACKFILL): 50 P51/FT. C. PRIOR TO BACKFILLING, ME CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING FOUNDATION WALLS TO RETAIN EARTH AGAINST BACKFILLING PRESSURES UNTIL SUPPORTING ELEMENTS INCLUDING FLOOR SLABS ARE IN PLACE. D. FOUNDATION WALLS AND GRADE BEAMS HAVING EARTH PLACED ON BOTH SIDES SHALL HAVE BOTH SIDES FILLED SIMULTANEOUSLY TO MAINTAIN A COMMON ELEVAT-ON, E. DO NOT BACKFILL WITH EXPM54VE SOILS. VERIFY FILL TYPE WITH SOILS ENGINEER PRIOR TO BACKFILLING. F. PROVIDE A CONTINUOUS PERIMETER DRAIN SYSTEM PER THE SOILS ENGINEER A'ITH AN INVERT A MINIMUM OF G' BELOW TME BOTTOM OF THE BASEMENT SLAB. EXTEND THE PERIMETER DRAIN TO A SUMP OR TO DAYLIGHT. CO-ORDINATE DESIGN WITH ANY RECOMMENDATIONS CONTAINED IN THE 501L REPORT. G. PROVIDE 8- CLEAR MINIMUM FROM GRADE TO TOP OF FOUNDATION WALL. FOOTING BEARING ELEVATIONS SMALL BE ADJUSTED IN THE FIELD TO ACCOMMODATE FINAL ANTICIPATED FINISHED GRADES AND REQUIRED FROST DEPTHS. NOTIFY ENGINEER OF CHANGES IN ELEVATION FROM THAT SHOWN ON FOUNDATION PLAN. M. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRIDLINES UNLE55 NOTED OTHERWISE ON DOCUMENTS. 1, SLOPE THE EXTERIOR GRADE AWAY FROM THE STRUCTURE. 5.0 CONCRETE AND REINFORCEMENT A. CONCRETE DE51GN 15 BA5ED ON 5UILDING CODE REQUIREMENTS FOR 5TRUCTURAL CONCRETE' (ACI 318 - LATEST EDITION). B. CONCRETE SHALL CONFORM TO THE APPLICABLE PROVISIONS OF 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS' (AO 301 - LATEST EDITION). C. CONCRETE SMALL BE NORMAL WEIGHT (145 PCF) WITH STONE AGGREGATE AND DEVELOP A MINIMUM 28 -DAY COMPRESSIVE STRENGTH AS FOLLOWS: a, FOOTINGS AND FOUNDATION WALLS 3500 P51. b. 5LA55-ON-GRADE 3500 PSI. D. CEMENT SMALL BE TYPE I 111 (OR TYPE V) CONFORMING TO A5TM C 150. E. FLY ASH SMALL CONFORM TO A5TM 0618. CLA55 COR F. FLY ASH SMALL NOT EXCEED 20% OF THE TOTAL WEIGHT OF CEMENTITOU5 MATERIAL, F. NO ADMIXTURES CONTAINING CALCIUM CHLORIDE SMALL BE PERMITTED IN ANY CONCRETE, G. COLD WEATHER CONCRETING: WHEN TEMPERATURES DROP BELOW 40 DEGREES AT ANYTIME DURING CONCRETE PLACING AND CURING, THE PROVISIONS OF A030GR SMALL BE FOLLOWED TO PROTECT CONCRETE FROM FREEZING. H. HOT WEATHER CONCRETING: PLACE AND CURE CONCRETE IN ACCORDANCE WITH ACI 305. COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE SLUMP AT TIME OF PLACEMENT BELOW 90 DEGREES F. I. CONCRETE MUST BE CONTINUOUSLY PLACED WITHOUT HORIZONTAL COLD JOINTS. IF COLD JOINTS ARP NECESSARY, ADEQUATE REINFORCING AND HORIZONTAL KEYS OR A ROUGHENED SURFACE MUST BE PROVIDED: COORDINATE REQUIREMENTS WITH ENGINEER. ALL REINFORCING STEEL SMALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS. J. DEFORMED REINFORCEMENT: A5TM AG 15, GRADE 60 EXCEPT TIES OR STIRRUPS. A5TM AG 15. GRADE 40. K. REINFORCING BARS TO BE WELDED SMALL BE A5TM A706, GRADE 60. L WELDED WIRE FABRIC: A5TM A 185 (LAP ONE FULL MESH AND TIE SECURELY, CUT ALTERNATE WIPES AT CONTROL JOINTS). M. REINFORCEMENT SHALL BE FABRICATED AND PLACED AS PER THE LATEST EDITION OF THE ACI'MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES" (ACI -315). N. 5PUCE LENGTH, DOWEL PROJECTION OR EMBEDMENT SMALL BE A MINIMUM OF 58 BAR DIAMETERS. 0. MINIMUM CONCRETE COVERAGE FOR REINFORCING STEEL: a. UNFORMED SURFACE CAST AGAINST EARTH 3" b. FORMED SURFACE EXPOSED TO EARTH OR WEATHER I . #6 THROUGH TI 8 I8 BARS 2' 2. #5 AND SMALLER BARS 1 /2' c. FORMED SURFACE NOT EXPOSED TO EARTH OR WEATHER I SLABS, WALLS AND JOISTS (a) # 14 THROUGH # 18 BARS 1 1/2, (b) #AND SMALLER BARS 3/4' 2. BEAMS AND COLUMNS 1 1/2" P. PROVIDE 245 EACH 51DE OF AL WALL OPENINGS OR NOTCHES, U.N.O. VERTICAL BARS SMALL BE FULL -HEIGHT; HORIZONTAL BARS SMALL EMEND A MINIMUM OF 3'-O" BEYOND THE EDGE OF THE OPENING. Q. MAINTAIN CONTINUITY OF ALL HORIZONTAL REINFORCEMENT AT CORNERS, INTERSECTIONS AND AT STEPS IN THE TOP AND BOTTOM OF WALLS OR FOOTINGS. R. WELDING OF REINFORCING STEEL SMALL BE PERFORMED ONLY WHERE INDICATED ON THE DRAMNG5 AND SMALL BE IN COM PUMICE WITH ALL THE REQUIREMENTS OF THE AMERICAN WELDING 50CIETY'REINFORCING STEEL WELDING CODE'. AW5 DIA LATEST EDITION. PROVIDE WELDING PROCEDURES AND MILL TEST REPORTS FOR ALL REINFORCEMENT TO BE WELDED TO ENGINEER FOR APPROVAL. 5. BASE PLATES. ANCHOR BOLTS, SUPPORT ANGLES AND OTHER STEEL EXPOSED TO EARTH OR GRANULAR FILL SHALL BE COVERED WITH A MINIMUM OF 3 IN. OF CONCRETE, T. PROVIDE SUP JOINT MATERIAL SEPARATING THE FLOOR SLAB FROM THE PIPE COLUMNS AND PLUMBING PENETRATIONS TO ALLOW THE SLAB MOVEMENT INDEPENDENT THE COLUMNS OR PLUMBING. PROTECT STEEL COLUMNS FROM CORROSION BELOW GRADE. U PROVIDE SLAB CONTROL JOINTS IN ACCORDANCE WITH SOILS REPORT RECOMMENDATIONS, CONTROL JOINTS SMALL BE SAW CVT TO 1/4 OF THE SLAB DEPTH AND SHALL BE LOCATED AT ALL COLUMN CENTERLINES IN AT [EAST ONE DIRECTION. V. FOR LOCATION, 512E AND DETAILS OF OPENINGS, SLEEVES, INSERTS, CONDUITS, PIPES SLOTS AND RELATED ITEMS REQUIRED TO BE LOCATED PRIOR TO PLACING CONCRETE. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND OTHER DRAWINGS FOR THI5 PROJECT. 6.0 WOOD FRAMING A. ALL DIMENSIONAL LUMBER AND TIMBERS USED FOR STRUCTURAL FRAMING SMALL BE AT A MOISTURE CONTENT OF 19% OR LE55 AND HAVE THE FOLLOWING MINIMUM VISUAL GRADE STAMP WITH UNFACTORED ALLOWABLE STRESSES: a. 2. STUDS. < 8'-0' HEM FIR, STUD GRADE (Fb=675 pal, Fc= 800 1- E= 1,200.000pap V 2. STUDS. > 8'-O', < 10' -0': HEM FIR, NO. 2 (Fb=850 pal. Fc = 1300 pal, E= 1,300.000pv) c. UAJO15T5MAFTER: HEM FIR. NO. 2 (Fb-850 pal. E- 1,300,000p,,,) d. POSTS AND TIMBERS (5.5 AND LARGER): DOUGLAS FIR. NO. I (Fb= 12COF- F- 1000 "1. E= 1.600.000p,,) BEAM5 pAANpqD0-STRINGERS (5X5 AND LARGER): DOUGLAS FIR, NO. 1 (Fb= 1350F,,. F-925 "I. B. MICRE6[1! vI0BEAM5. LLL: 2.OE. Fb=2600 ps, AS MANUFACTURED BY WEYERHAEUSER OR APPROVED EQUAL UNLE55 NOTED OTHERWISE. FASTEN MULTIPLE MICROLLAM BEAMS IN FLU511 FRAMED CONDITIONS TOGETHER'WITH NAILS OR BOLTS PER MANUFACTURER -5 RECOMMENDATIONS UNLESS OTHERWISE NOTED ON PLANS AND DETAILS. ALL LVL PLIES ARE 1 3/4' THICKNESS UNLESS NOTED OTHERWISE. C. PROVIDE FRE55UKE TREATED LUMBER OR ICC APPROVED BARRIER AT LOCATIONS' WHERE MEMBER 15 TO BE IN CONTACT WITH CONCRETE, MA50NRY OR 501L, UNLE55 NOTED OTHERWISE. D. PRESSURE TREATED LUMBER: ALL FASTENERS AND MANGERS FOR USE WITH ACO TREATED LUMBER SMALL BE GALVANIZED WITH A GI 85 COATING OR SHALL BE 5TAINLE55 STEEL. LUMBER IN CONTACT WITH CONCRETE BUT NOT EXP05ED TO WEATHER SUCH AS MUD5ILLS MAY BE TIMBERSTRANO 5TRANOGUARD AS MANUFACTURED BY WEYERHAEUSER OR APPROVED EQUAL IN LIEU OF CORRO51VE ACO TREATED LUMBER. E. ALL SHEATHING SHOWN ON TME5E DOCUMENTS SHALL BE C -D GRADE WITH EXTERIOR GLUE IN ACCORDANCE WITH THE U.S. PRODUCT STANDARD P5 1-95 OR P5 2-92. ALL PANELS SHALL BE MARKED WITH AN APA GRADE MARK WITH AN IDENTIFICATION INDEX IN ACCORDANCE WTH THE GOVERNING BUILDING CODE. HEADS OF NAILS OR CROWNS OF STAPLES SMALL NOT PENETRATE THE FACE SKIN OR ADDITIONAL NAILING WILL BE REQUIRED, F. STRUCTURAL HEADERS SMALL BE (3) 2.8 OR (2) 2.10 UNLE55 OTHERWISE NOTED G ALL TRU55E5, RAFTERS AND FLOOR JOISTS IN FLUSH FRAMED CONDITIONS WITH SPANS EXCEEDING G' -O SHALL BEAR IN J015T HANGERS. H. ALL WALL STUDS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FROM FLOOR TO ROOF. I PROVIDE CRIPPLE STUDS OR SQUASH BLOCKS BELOW SOLID OR BUILT-UP POSTS OR COLUMNS WITHIN FLOOR SPACES DELOW TO FOUNDATION, PROVIDE CRIPPLE STUDS OR 501 BLOCKS WITH EQUIVALENT NUMBER OF STUDS OR AREA OF POST. J. BOTTOM FLANGE OF CONTINUOUS JOISTS AT CRAWL5PACE AND UNFINISHED BASEMENT CONDITIONS SHALL BE BRACED BY BLOCKING, BRIDGING OR STRAPPING FOR 1/3 OF THE SPAN EITHER SIDE OF INTERIOR SUPPORT, K. METAL HANGERS AND CONNECTORS SMALL BE 51MP50N STRONG -TIE' OR AN APPROVED EQUAL. UNLE55 NOTED OTHERWISE PROVIDE ALL MANUFACTURER RECOMMENDED FASTENERS FOR THE MAXIMUM CAPACITY OF THE HANGER, L. NAILING SHALL CONFORM TO INTERNATIONAL BUILDING CODE TABLE 2304.9., UNLE55 MORE OR LARGER NAILING 15 OTHERWISE SPECIFIED. M. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS UNLE55 NOTED OTMERWI5E, WHERE POWER NAILS ARE USED THEY SMALL BE EQUIVALENT IN DIAMETER TO THE COMMON NAIL INDICATED. PREDRILL NAL HOLES AS REQUIRED TO PREVENT SPLITTING OF THE WOOD MEMBERS. 7.0 SPECIAL IN5PECTION5 A. A5 REQUIRED BY THE BUILDING OFFICIAL, THE OWNER SMALL EMPLOY SPECIAL INSPECTORS FOR THE FOLLOWING TYPES OF CONSTRUCTION PER INTERNATIONAL BUILDING CODE SECTION 1701 AND THE SPECIAL INSPECTORS SHALL SUBMIT A SIGNED FINAL REPORT TO THE BUILDING DEPARTMENT. ARCHITECT AND STRUCTURAL ENGINEER. a. PREPARATION OF FOUNDATION 5UBGRADE INCLUDING FILLING AND COMPACTION. b. CONCRETE PLACEMENT INCLUDING REINFORCING STEEL. EXCEPT NON P05T.TEN5IONED 5LAB5-ON-GRADE. c. EPDXY GROUTED DOWELS AND BOLTS. EXISTING ROOF AND CEILING FRAMING TO REMAIN FASTEN RAFTERS AND CEILING JOISTS TO (N) BEAM RE: I.B.0 NAILING SCHEDULE r,'\- ION AT NEW BEAM 3/4" = 1'-0" ABBREVIATIONS: (N) = NEW (E) = EXISTING (VoP) = VERIFY OR PROVIDE A.B. = ANCHOR BOLT BLW= BELOW 50.F. = BOTTOM OF FOOTING B.O.V. = BOTTOM OF VOID B.O.W. = BOTTOM OF WALL CONN. = CONNECTION I. V. = FIELD VERIFY FTAO = FORCE TRANSFER AROUND OPENINGS HER = HEADER K = KING STUD = ON CENTER PERF = PERFORATED T = TRIMMER T.B.D. = TO BE DETERMINED T.O.F. = TOP OF FOOTING T.O.L. - TOP OF LEDGE T.0.5. = TOP OF STEEL T.O.SLAB = TOP OF 5LA5 T . W. = TOP OF WALL U.N.O. = UNLE55 NOTED OTMERIIA5E w/ = WITH PROJECT KEY: ® - F05T BELOW (2) 2.4 OR (2) 2x6 MIN. POSTS TO MATCH WALL STUD 51ZE LLN.0 0 - 705T FROM ABOVE ® - INTERIOR BEARING WALL LOCATION OF 2x4 OR 2x6 @ ! 6" O.C. OVERFRAMING OF 2x6 @ 24' I,- W 2x4 VERTS @ 24" o - (AU GN w/ TRU55/RAFTER SPACING) J L - HANGER U -CONCEALED FLANGE HANGER J015T BEARING - STEP IN TOP OF WALL O- SIMPSON L5TMD8PJ STRAP HOEDOWN CAST -IN TO NEIV FOUNDATION RE: FOUNDATION DETAILS O - STRAP HEADER TO P05T w/ 22' LENGTH OF 51MP50N C520 COIL 5TRAP ON EACH SIDE OF BEAM, LOCATE TO PROVIDE EQUAL LENGTH OF STRAP ON P05T AND BEAM. NAIL w/ 0. 13 1' x 2 1/2' NAILS. FILL ALL HOLES. O - CONNECT TRIMMERS TO KING STUDS W1 SIMP50N 5D525600 SCREWS @ 16' -, CENTERED IN POST, STAGGER FASTENERS FROM ANY SCREWS ON OPPOSITE 51DE OF KING 5TUD5. O - (E) TRIMMERS TO REMAIN, UNKNOWN 51ZE. SHORE BEAM AND P05T IN PLACE (SMOKING BY OTHERS) WHILE FOUNDATION 15 RENOVATED. M2.5 CLIP FROM EACH RAFTER TO (N) BEAM (N) BEAM, RE: PLAN (N) 2. P05T5 RE: PLAN @ TOP t 10' HOOK @ BOT. WALL. IF NOT PRE5ENT, GROUT PROVIDE SQUASH BLOCKS END CELL OF (E) CMU PON WALL, OF MOUDOWN STRAPAND EPDXY DOWEL (N) #5x27' UNDER POSTS (E) SLAB t MASONRY VENEER BELOW FLOOR TO REMAIN " ', °•• •' MIT -My 70, w/ 6" MIN. EMBED, (E) FLOOR FRAMING TO REMAIN PROVIDE (2) 5AR5 @ TOP t BOT. OF WALL. LAP DOWELS w/ #5 BAR I{L EMENDING FULL LENGTH OF (N) ON UNDISTURBED 501L FOUNDATION WALL. NEW FOUNDATION ION AT NEW FOUNDATION ANCHOR (E) SILL PLATE TO (N) 314" = 1'-0" FON/ ! /2"0 x 10* CAST -IN ' ANCHOR BOLTS TO EA, SIDE OF CAST-IN-P[ACE STRAP HOEDOWN HOLDOWN5 RE: PLAN (4) #5 DOWELS w/ 180• HOOK (E) MORIZ. BARS @ TOP t BOT. OF @ TOP t 10' HOOK @ BOT. WALL. IF NOT PRE5ENT, GROUT LOCATE (2) DOWELS EA. SIDE END CELL OF (E) CMU PON WALL, OF MOUDOWN STRAPAND EPDXY DOWEL (N) #5x27' t- %• BARSINTO GROUTED CELL w/ HILTI " ', °•• •' MIT -My 70, w/ 6" MIN. EMBED, .. y •.• PROVIDE (2) 5AR5 @ TOP t BOT. OF WALL. LAP DOWELS w/ #5 BAR (N) FTG RE: PLAN, TO BEAR �! EMENDING FULL LENGTH OF (N) ON UNDISTURBED 501L FOUNDATION WALL. NEW FOUNDATION ION AT NEW FOUNDATION 314" = 1'-0" (E) SLAB ON GRADE TO REMAIN, TYP. A^ (N) 2'-9' x 2'-9' x 8' FTG w/ 4 (N) T-3' x T-3" x 8" FTG w/ (E) INTERSECTING PDN WALL - �(3) #5 BARS EA. WAY, AND 51.0 - (4) #5 BARS EA. WAY, AND TO REMAIN, DOWEL INTO (N) 8' FDN WALL RE: SECTION (N) 8' FDN WALL RE: SECTION END OF WALL RE: SECTION -- -) if -EQ EQ AS REQ'D FOUNDATION WALL 4� 'jA TO REMAIN, TYP. SILO - �' •\\ 5 l EMO (E) FDN WALL t FOOTING. LEAVE ANY (E) MORIZ. REINFORCING N' BARS IN PLACE TO BE CAST INTO NEW FOUNDATION, TIP @ (2) NOTE: SHORE AFFECTED FLOOR MEMBERS PRIOR TO DEMOLITION. 5t10RING DE51GN 15 BY OTHERS. 1 Foundation and Main Floor Framing Plan FOUNDATION NOTES: • ALL FOOTINGS MUST REST ON NATURAL UNDISTURBED 501L OR COMPACTED FILL PER SOILS ENGINEER AT LEA5T 36' W BELOFINISHED GRADE • NEW FOOTINGS SMALL BE CENTERED UNDER FOUNDATION WALLS, AND CENTERED ON POSTS AS SHOWN, O O � N G G2(N)(2) I I-I/4'LVL r • _®UNK. (E) BEAM y - r 2 Y�� A A Qp� F SOTe O -E oW o NOTE: SHORE AFFECTED POOPING MEMBERS PRIOR TO DEMOLITION. 5HORING DE51GN 15 BY OTHERS. d Jt ® 2 Roof Framin Plan y 114" = 1'-0" ROOF NOTES: • PROVIDE 51MP5ON M2.5 AT ALL RAFTERS. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r n ( 1,1-0 e-- f Job Address: L' f 4-�, U 6.19- f S A- nor S�- Permit Number: a o I `O 2 9 2 .s ❑ No one available for inspection: Time ;' AM/PM Re -Inspection required: Yes/, 'No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: f DO NOT REMOVE THIS NOTICE e A s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �' `� ! r�c:0'�" Job Address: Ll L -I Ur.-\ 5 �' Permit Number: Q 0 1-j (3 9 . i d � f �" t` t3� ��V �.; i"! sir i_ �'� -1 • ; Aj ❑ No one available for inspection: Time U AM/PM Re -Inspection required: No When corrections have been made, call for re -inspection at 303 -234 - Date Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ` Y10 `QL, i Job Address: Permit Number: 0 L k":2 ;) ❑ No one available for inspection: Time Re -Inspection required: Yes N When corrections have been made, call for re -inspection at 303-234-5933 Date: I 1Inspector: -' DO NOT REMOVE THIS NOTICE City of Wheat Ridge Homeowner Roof PERMIT - 201802978 mow_ PERMIT NO: 201802978 ISSUED: 11/09/2018 JOB ADDRESS: 4670 Balsam St EXPIRES: 11/09/2019 JOB DESCRIPTION: Homeowner re -roof with GAF timberline shingles, Squares: 32 Pitch: 5/12 *** CONTACTS *** OWNER (303)545-6768 TURNER TIM K *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,455.00 FEES Total Valuation 0.00 Use Tax 387.56 Permit Fee 346.95 ** TOTAL ** 734.51 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. Consultations and inspections will only be performed with the homeowner of record present. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-750 of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-750 of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Homeowner Roof PERMIT - 201802978 PERMIT NO: 201802978 ISSUED: 11/09/2018 JOB ADDRESS: 4670 Balsam St EXPIRES: 11/09/2019 JOB DESCRIPTION: Homeowner re -roof with GAF timberline shingles, Squares: 32 Pitch: 5/12 I, by my signature, do heattest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by heal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legalL}Lauthorized to include all entities named within this document as parties to the work to be performed and that ali wnr� per ormed is disclosed in this document �nd/�r its' accompanying approved plans and specifications. SigTatlye of OWNER �r CONTRACTOR (Circle one) I Dde 1, hipermit was issue based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shallexpire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpenmt fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required ins coons and shal not proceed or conceal work without written approval of such work from the Building and Inspection Services 6. ssua a or gr ng of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any de ance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat ige COMMUN[TY DEVELOPMENT Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): Project Property: BAIL KA S WE AI `<�LP6_F S 3_3 Project Type: ��- -C16V Notarized signature of Applicant State of Colorado } County of <3_6 ss The foregoing instrument was acknowledged by me this day of Nowa•%, 20 N- by TAMARA D ODEAN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20164015481 MY COMMISSION EXPIRES APRIL 22,202N �C Qra My Commission Expires22/20 ZO Notary Public City of Wh6atp., COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits@ci.wheatridge.co.us FOR OFFICE USE ONLY Date: // f q / 1 6 Plan/Permit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: `�` j� SgLStlim Property Owner (please print): Phone: 1 ?10- S_ �r�(.0g Property Owner Email: '11W FC I- It R-it%I-CIE-) COM5✓ ill 1 Tenant Name (Commercial Projects Only) /uk Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: AM Architect/Engineer E-mail: //U A Phone: //'U Contractor Name: b, A_ City of Wheat Ridge License #: //L) A Phone: IL14 Contractor E-mail Address: &I For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W. R. City License # W. R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑ COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. 3 Z Sq u,y1Z&5 �iv5'T�iL c_ �� C Q S ld :�Le��1 t��= R ' crn F ✓� lac)J E l�9 Y 04 J�VS I r�1li M /M* --MA Sq. FULF 6�f BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: _ Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ OWNER/CUNTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name):) DATE: Printed Name: i 17 VVV r?—ti` a2 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: CERTIFICATE OF OCCUPANCY City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 101483 Issued: 04/14/11 Stipulations: 49 x 12 Sunroom Addition. This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 4670 BALSAM ST Parcel Number: 39- 232 -05 -017 Owner: Tim /Jenny Turner 4670 Balsam St. Wheat Ridge, CO 80033 Contractor: Derrell Schreiner D.Schreiner Const. Mngmnt. >t 18655 Lake Dr. R y $[ Monument, CO 80132 y For the Following Purpose: Residential Addition Code Editions NO change shall be made in the USE of an 9 ,2,.0276 ICC /2008 NEC this building without prior notice d g y e`2006 ICC /2005 NEC and a new Certificate of Occupancy 2003 ICC /2005 NEC from the City of Wheat Ridge. Sprinkler S stem r i P C e B l ing Inspector Zoning Administrator � E E ERTIFICATE MUST BE POSTED BY FRONT DOOR OF �7 COMMERCIAL OCCUPANCIES R � C< 04/15/11 08:06:23 City of Wheat Ridge Page 1 bp701 -1s PERMIT INFORMATION - 101483 mmackey PERMIT INFORMATION: Permit #: 101483 Address: 4670 BALSAM ST Permit Type: Residential Addition Parcel Cd: 39- 232 -05 -017 Permit Dt: 06/11/2010 OWNER: Tim /Jenny Turner Expires: 04/14/2011 Address: 4670 Balsam St. City /St /Zip: Wheat Ridge, CO 80033 LAND PARCEL INFORMATION: Zone Cd: Residential - Duplex DO: 1 SetBacks- Front: 0.0 FunCt Use: Single Family Res. Last Zone Dt: Left: 0.0 Subdivision: HILLCREST HEIGHTS Annex Dt: Right: 0.0 Cont Type: Miscellaneous Lot: Block NO: 0 Back: 0.0 Legal: JOB DESCRIPTION: 49 -9' x 12 -4" sunroom addition FEES QTY DOE PAID: Permit Fee 74,000.00 1,055.35 1,055.35 Plan Review Fee .00 685.98 685.98 Total Valuation 74,000.00 .00 .00 Use Tax 74,000.00 1,332.00 1,332.00 ---------- 3,073.33 _________ 3,073.33 CONTACTS: OWNER Tim /Jenny Turner 4670 Balsam St. Wheat Ridge, CO 80033 7209392644 go CL2 D.SChreiner Const. Mngmut. Derrell Schreiner 18655 Lake Dr. Monument, CO 80132 7194814113 sub CIA Ideal Electric Inc 3777 Quentin St. Denver, CO 80239 3033074949 sub CLS John Stinnett Plumbing John Stinnett 1041 Denver Ave. Fort Lupton, CO 60621 3036598471 PARCEL INFORMATION: 10 Structure Type RANC 20 Year Built 1948 30 Property Type RESID PERMIT CONDITIONS: AT: Approved. Zoned R -2. Subject to field inspection. KC: Approved per plans and notes on plans. Must comply with 2003 INC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. APPROVALS: Req Apprv'1 Date Approver Note __________________ ___ ___ ___ ___ _____________________________ _______________________________ Planning 06/02/10 AT REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 06/11/10 CREATED FROM APPL# 10 -0201 06/02/10 Permit approved. Sent to RP for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 she:Sheathing /Sheer Insp 10-0164 07/02/10 no KC 07/06/10 '07 /06/10 2 cou:COUrtesy 10 -0164 07/06/10 yes kc 07/07/10 04/15/11 08:06:23 City of Wheat Ridge Page 2 bp701 -1s PERMIT INFORMATION - 101483 mmackey 3 COU:Courtesy 07/07/10 yes KC 07/08/10 07/08/10 INCOMPLETE 4 PUG-Plumbing Underground 10 -0164 07/19/10 n0 KC 07/20/10 07/20/10 COMPLETE 5 MRI:Mechanical Rough Ins 06 -0014 07/19/10 no KC 07/20/10 07/20/10 PARTIAL 6 COU:Courtesy 02 -1693 07/20/10 no MV 07/19/10 07/19/10 COMPLETE 7 MRI:Mechanical Rough Ins 06 -0014 07/20/10 n0 KC 07/21/10 07/21/10 COMPLETE 8 EUG:Electrical Undergrd. 02 -1693 07/21/10 no MV 07/22/10 07/22/10 COMPLETE 9 ERI:Electrical Rough Ins 02 -1693 07/21/10 no MV 07/22/10 07/22/10 COMPLETE 10 MLS:Mesh /stucco /lath 10 -0164 07/22/10 no KC 07/23/10 07/23/10 COMPLETE 11 PRI: Plumbing Rough Insp. 06 -0014 07/28/10 no KC 07/29/10 07/29/10 COMPLETE 12 FRA:Framing Inspection 10 -0164 07/30/10 no CCI 08/02/10 08/02/10 COMPLETE 13 INS:Insulation 10 -0164 08/03/10 no KC 08/04/10 08/04/10 COMPLETE 14 DWS:Drywall screw /nail 10 -0164 08/06/10 no KC 08/09/10 08/09/10 COMPLETE 15 EFI:Electrical Final Ins 02 -1693 04/13/11 no KC 04/14/11 04/14/11 COMPLETE 16 PFI:Plumbing Final Insp 06 -0014 04/13/11 no KC 04/14/11 04/14/11 COMPLETE 17 EFI:Euilding Final Insp 10 -0164 04/13/11 no KC 04/14/11 04/14/11 COMPLETE i INSPECTICM4 RECORD Occupancyll bbb INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons 7 iXo Plumbing (Underground) .Z �¢ - o' Stemwall / (CEG) Concrete Encased Ground ' ,I , -'I pD Heating (Underground Reinforcing or Monolithic -' Weatherproof/ French Drain Sewer Service Lines Water Servic Lines Rough Mechanical CONCRETE SLAB FLOOR Electrical (Underground) ,� GI' , mac+ i. Lath / Wall tie 7 iXo Plumbing (Underground) .Z �¢ - o' ' ,I , -'I pD Heating (Underground -' DO NOT P()1IR FI OOR IINTII ARMY HGS RFFN CFCNFtt ROUGHS Sheathing mac+ i. Lath / Wall tie 7 iXo Mid -Roof E ieNlCe Rough Electric Rough Plumbing Gas Piping Rough Mechanical Framing Drywall Screw Q/ Electrical 1 y1j Mechanical h4c 1 Roof />klal lze Building Final Fire Department R.O.W & Drainage _ INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOUL Parking & Landscaping BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. - -t "NOTE: ALL ITEMS MUST s3E COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE CERTIFICATE OF OCCUPAM'.:Y IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATIOA OFA CERTIFICATE OF OCCUPANCY NOR PERMI FOR OCCUPANCY. OCCUPANCY N OT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE AIEATHER `►L' - r CITY OF WHEAT RIDGE j/ Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office . (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type 947'. 2�r Job Address lG 7& ;x-Z5,4jw Permit Number /o®s/g'q Time 3 one available for inspec ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: at J_1S Job Address: VZ' 7G f3X-Z_.4� S 7' Permit Number: le9I YS�3 ❑ No one available for inspection: TimePM Re- Inspection required: Yes When corrections have been made, cell for re- inspection at 303 - 234 -5933 Date: _f -o Inspector DO NOT REMOVE THIS NOTICE ♦ 4' CITY OF WHEAT RIDGE f / Building Inspection Division (303) 234 -5933 Inspection line ( 303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: _euS�Ars��r� Job Address: YI, 7e S m 57` Permit Number: ,/a14°�3 Ai°f /sa r�sr�l S t' ✓L „� L� O No one available for inspection: Time l,'`a AM/ Re- Inspection required: Yes <KOD When corrections have been made, call for re- inspection at 303 -234 -5933 Date: b rl to Inspector: i DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line x(303) 235 -2855 Office • (303).237 -8929 Fax INSPECTION NOTICE Inspection Type: 016W,�5 Job Address: fG7la )3,4 -4 r S Permit Number: X J ira M4 E a to ff'n r -3 1 ❑ No one available for inspection: Time � AM M Re- Inspection required: Yes No "When corrections have been made, Gaff for re - inspe tion at 3 - 234 - 5933 Date: o /0 Inspector. nr ` I; DO NOT REMOVE THIS NOTICE I, ♦ i CITY OF WHEAT RIDGE BuildingInspection Division r (303)234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: PPE Job Address: OXV,<~ s� Permit Number: IOIYfi'F f l No one available for inspection: Time /� r5 rIXTyT Re- inspection required: Yes - r~ - When corrections have been made, call for re- inspection at 303 - 2345933 E Date: Inspecto DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE �-� Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: `vL Permit Number: ❑ No one available for inspection: Time /;'ice (M/PM Re- Inspection required: Yes When corrections have been made, call for re inspection at 303 - 234 - 5933 ` Date: 7 / >r> Inspecto DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE ° Building Inspection Division _/ (303) 234 -5933 Inspection line t (303) 235 -2855 Office • (303) 237 -8929 Fax ]VII, 4D7, INSPECTION NOTICE T'& Inspection Type: -/G Job Address: �,'�f�/l��e�avr` Permit Number: `71/�'62trrat�e A,�1�i7 /7TD� 9 _�11aG,cu6A) f ❑ No one available for inspection 1me AM /PM /, Re- inspection required: Yes No When corrections have been made, call for re,- inspection at 303 -234 -5933 Date: z Inspector: DO NOT REMOVE 1 NOTICE e CITY OF WHEAT RIDGE r ` Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax 6z. 7, INSPECTION NOTICE YZ- Inspection Type: -/G Job Address: s so- Permit Number: lal?Zk z `aux /JLfJZ��vr lM17ZDA) MIAMI ❑ No one available for AM /PM Re - Inspection required: Yes No tall corrections have been made, call for r - inspection at 303 234 - 5933 Dater Inspector: DO NOT REMOVE i NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: IV4 - — /D�. n �trG • L v£ Job Address: "1 si Permit Number: d�Y83 I I ❑ No one available for inspection: Time S-5 Y'M Re- inspection required: Yes When corrections have been made, call for re inspection at 303 - 234 - 5933 Date: G iv Inspecto C i° DO NOT REMOVE THIS NOTICE i i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: A„6 Job Address: 4!G7a /3AIS~ fT Permit Number: /o /Y/ ?3 17'11(.. T -- !- 'irtr'it/ .`in/y r .,C- rsY>r /T" �rIO,�P/4�rF/ I+CCJJi7' �1� —. rs�slf "ST acts 71-1 6 �57' iz�rt9 ❑ No one available for inspection: Timed � Re- Inspection required: Yes No * When corrections have been made, calf f or re at 303 234 - 5933 Date: Inspector G/ DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE i � Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Q /d " / ° -3° Inspection Type: Job Address: Permit Number: n , !J _ ❑ No one available for inspection: Re- Inspection required: Yes � 'P * When corrections have been made, Date: % [i Inspector: DO NOT REMM ♦ i CITY OF WHEAT RIDGE ]�� Building Inspection Division (303) 234 -5933 Inspection line ((303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Garfsy Job Address: GIG 70 /CALSAm 57" Permit Number: /p/y83 ❑ No one available for inspection: Time AM/PM Re- Inspection required: Yes No "When corrections have been made, call for re- inspection at 303-234-5933 Date: z4zLO Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: mS£iri�lyrG Job Address: `/6 7e S7 Permit Number: idi yff 3 a f ❑ No one available for inspection: Time l! fPM Re- Inspection required: Yes �kaP_ *When corrections have been made, calf for re- inspection at 303 - 2345933 i ;3 Date: 71� fib Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge 1014831 ISSUED: 0.6/11/2010 3S:'. 4670 BALSAM ST- EXPIRES: 12/08/2010 DN:`- 49 -9' x 12-4 'sunroom !addition DNTACTS * ** 720./939 -2644 Tim /Jenny Turner 719/481-4113 Derrell Schreiner 10 -0164 D.Schreiner Const.Mn9mnt.'. 1 1 3 .00 St O b d City of Wheat COMMUNITY DEVELOPMENT Date: � (r Plan # Permit # Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 -237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application t'roperiy Address;; �d `t� ��OCGyit, , j �2¢e?� Property Owner (please print)`. 7,yy2 Phc Mailing Address: (if different than property address) Address: �26Yy City, Sta , Zi te r: (' © ©�3 Contractors City License #: Phone: Iub C Contractorsq Electncal �1e Plumbing: �Qcyyy p` Mechanical: 47 1 City License # City License # City License # $ C ont Review Fee (due at time of submittal): Squares BTU's Gallons _Amps Sq FL $ � OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed . by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that Ihave read and agree to abide by all conditions printed on this application and that I assume full j responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATI PE) of (OWNER) (CONTRACTOR) PRINT NAME: SIGNATURE: DATE: ��` , ✓pty�t�����D� AR7 E (� lIS)~�NLY, � � ✓� aZONING COMMEN78 � � � v E ✓' ✓>�� � r�ir'"' � rr �� ✓ ,3a �..3 � x / s,4;�s y 1, a- i n^'"�„f '` j � r � �:. ,, � �, .^� ? t zo J' .r'✓r,+ - a VJ�f ,3'Y✓/ ar re^ � ZOnJag �� r . -� Y ";� � } 's a ,,., f, n..�✓ ✓ > ✓ r y r � r � � �ReV18WQr �� h✓,� / y /v �r ! � � t Sx ��, ✓ s � ) � i'r,.� v < y. �iy p J � z. ✓ I, r�i�'Y � ✓ fie ° ";. � - I BUILDING D�PARTIVIEMMENTS °� - �' � ���� ��� >+ Yr � � ry ✓ � � y' IZeV,leVVer � s✓ r ,�.✓ � i >F / � ✓'< � l � y . / ! ✓ `� � sy� v� c.' �� d��i �'d°`-'3` ✓� � y °' r�� �"c ixi d'. {., K �r „ a +` a r ✓ ✓ ? r i [ y � � ' �,d ✓v i ✓� r ' k T "�C 2'� � Y t PUBLIC WORKS CON�Iv1ENTS , i ✓ �✓' ✓'e.�✓ �"lir �. '* ✓ 06CUPANISY / r �s xf vu i3M 'M ✓ ✓ s' FIRE DEPA�TryIENT ❑.appfOVeG wf eeJflmentS Q diSap(JlOVed ❑ n0 re41@W (eGi7lfed ; Bldg Valuatl00 $ u REScheck Software Version 4.3.1 Compliance Certificate Project Title: Tuner Addition Energy Code: 2003 IECC Location: Wheat Ridge, Colorado Construction Type: Single Family Glazing Area Percentage: 27 ° /a Heating Degree Days: 6158 Construction Site: 4670 Balsam Street Wheat Ridge, CO 80033 Compliance: Maximum UA: 199 Your UA: 185 Owner /Agent: Derrell Schreiner D. Schreiner Construction 18655 take Drive Monument, CO 80132 3035700910 denellschreiner @gmail.mm Ceiling 1: Flat Ceiling or Scissor Truss Skylight 1: Wood Frame:Double Pane with Low -E Wall 1: Wood Frame, 16" o.c. Wall 2: Wood Frame, 16" o.c. Window 1: Vinyl Fmme:Double Pane with Low -E Door 1: Solid Door 2: Glass Floor 1: Slab- On- Grade:Heated Insulation depth: 3.0' Boiler 1: Gas -Fired Steam 90 AFUE 800 54 445 296 160 18 40 70 Designer /Contractor: Bob Maixner Robert J Maixner Architect 1225 Carnahan Court Monument, CO 80132 719-487 -8447 maxardec@aol.com 0:300 0.300: 0:300,;....'. 5.0 22 16 25 4 48 5 12 53 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date s� (000. =2'GA 0.0 !32;0. 0.0 City of Wheat Ridge Residential Electric PERMIT - 060580 PERMIT NO: 060580 ISSUED: 07/07/2006 JOB ADDRESS: 4670 BALSAM ST EXPIRES: 01/07/2008 DESCRIPTION: Sery change to 200Amp; Repair /replace wiring in garage; Misc * ** CONTACTS * ** owner 303/688 -6378 Tamara Heinrich gc 303/288 -0041 01 -8541 Brug Electric ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: UA USE: R -3 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 2,000.00 FEES Permit Fee 90.10 Total Valuation .00 X Tax 36.00 a�g'�c� ** TOTAL ** 126.10 Comments: {(Desc. cont): Install a few new light fixtures, add gfi plugs in baths & replace receptacles with new. add new circuits as needed.} KS: Must comply w/ 2002 NEC. Subject to field inspections. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Whe t Ridge Ordinances, for work under this permit. Plans subject to field inspection c =% ©7 d7-,� <? Siq re of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All pl)n!rA;s2ew i ject t 'eld inspections. Offical date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: of m "Egr BUILDING INSPECTION LINE - 303 - 234 -5933 Date: ° CITY OF WHEAT RIDGE m 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (30 - 233 - 288555 IY �OCORP00 P Ll CATIO N Property Owner. c ,-.e,.., Property Address: ' (a_ r \ awn Phone: 36 3- T -� 3 �g Contractor License No.: Company: Q om( � ,� ��� Ph o n e:3)S_ g f-60_4 I OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Building Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of V3)Ue:$ �` OppA. Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all Permit Fee:$ conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code(I.B.C) and all otherapplicable Wheat Plan Review Fee:$ Ridge Ordinances, for work p ermit. Plan subject to field inspectio Use Tax: � un � de - r r� thi is ss (OWNER)(CONTRACTOR): SIGNED ' <) /L / 4/�/(�('J DATEUL 0 Total:$ Use of Space (description): Description of work: C //f— rlAeWO✓ 7A, �ctR c v9'7� Cam. �z¢ c1 /tic'a✓ I GrY�C/' � . Sq. Ft. added `EcJ G�c� ° QGQAa �.c°�' 2 ® 6L GiG-°S rw77r$ BUILDING DEPARTMENT USE ONLY SIC: ONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and anysuspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for anew permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 11972 BUILDING INSPECTION LINE - 303 - 234 -5933 CITY OF WHEAT RIDGE Date : 4/4/2001 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303- 235 -2855) Property Owner: Property Address : 4670 BALSAM ST Phone ; 423 -2574 Contractor License No.: 20965 Company: AB Services Phone: 477 -5991 OWNER /CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat RIi a ordinan s for work under this permit. (OWNER)(CONTRACTOR) SIGNED v �',/i 4 7 DATE �1 �Z-J" Description : TEAR -OFF AND REPLACE ROOF Construction Value : $7,000.00 Permit Fee: $139.25 Plan Review Fee: $0.00 Use Tax: $105.00 Total: $244.25 Use:S Electrical License No: Plumbing License No: Mechanical License No Company: Company: Company : Expiration Date: Expiration Date: Expiration Date Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The iss ce of a permit or the approval ofdrawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions Pf:: uiL ing codes any other ordinance, law, rule or regulation. ,;DEPARTMENT OF PLANNING AND DEVELOPMI BUILDING INSPECTION LINE -- 303- 234 -5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303- 235 -2855) Building Permit Number: Date: `-J - t/-2.z i Property Owner: CO v) l-K/' /3 1 q-H� Property Address : ti 6 `76 15 1 3 S11 Phone: ' Z 3 - 2s ? C/ Contractor License No.: aOG��G Company: �_V is ey Phone OWNER /CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or - covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Midge ordpqnces, for work under this permit. (OWNER)(CONTRACTOR) SIGNED �� -_ DATE _fl °L Description : r -- a4 / (Z t /7sy crZa� Construction Value Permit Fee Use Tax : Total : Use: BUILDING DEPARTMENT USE ONLY Approval Zoning B rT�?_� Approval to Approval Occupancy: Walls SIC : Sq. Ft. : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No Company: Company: Company: Expiration Date : Expiration Date : Expiration Date Approval : Approval : Approval (1) - This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires. a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approvat of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector