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Home My WebLink About2868 Benton Streeteon,: wheatndae co us To: C Mmnry o Mi subie:x: Wine w" mammh Beeaumal ace m ra(Geage, Chea mer 120 w ft, Qy ) wte: Thusmy,P it 22, 20216.]6: 17 Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 2868 Benton St. Wheal Ridge Co. 80214 Property Owner Name House Cans Inc Property Owner Phone 303-204-3639 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email housecallsdenver@hotmail.wm Address Attach City of Wheat Benton deck ann nM Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** CONTRACTOR INFORMATION Contractor Business House Calls Inc. Name Wheal Ridge 180230 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-204-3639 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address housecallsdenver@hotmail.wm for Questions/Comments Retype Contractor housecallsdenver@hMmail.com Email Address 9:.141 :112 NIS] I U7 yrJPl :17 Detailed Scope of 34eclis Work - Example: Detached Garage with Electrical; Unconditioned shed Square Footage of 156 Accessory Structure Engineering Letters Field mt completed. and Other Letter Size Attachments Construction Plans tw ncannea aona.emrem' scanned on 11"x17" or larger Project Value (contract $7000.00 Valuation okay K.M. 5/20/21 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yea 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 Yes been authorized by the legal owner of the property to submit this application and to Perform the work described above. Person Applying for Nick Hanley Permit I attest that everything Vee 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 comadly? View it in your browser. ♦��4_ Wheat R, d� e I ( OMMUNITY DEVELOPMENT " Memorandum TO: Address file for 2868-2870 Benton Street FROM: Scott Cutler, Senior Planner DATE: October 14, 2021 SUBJECT: Presence of two single-family homes on the property The property at 2868 Benton Street is zoned Residential -One C (R -1C) and consists of three nonconforming lots of record, each 25 feet wide, for a total width of 75 feet and totaling approximately 9,975 square feet. These lots were platted in 1890 as part of the Lakeside Resub. The property contains two single-family homes built in approximately 1917 and 1919. The City has recognized both homes as legal dwelling units, most recently in 2006 when Certificates of Occupancy were provided for both structures after life safety issues were brought up to code. The houses are also recognized by the Jefferson County Assessor as separate single-family homes. Each home has been assigned an address that is recognized by the City, County, and USPS. Based on these findings, the presence of two single-family homes on this property is considered a "legally nonconforming" condition and subject to the protections and limitations of Section 26-120 of the zoning code. The R -1C zone district only allows one single-family home per property. If one single-family home is voluntarily demolished, it could not be replaced with an additional primary dwelling unit. If both homes are voluntarily demolished, one new single- family home could be built on the property after approval of a consolidation plat (to remove the internal lot lines) and a building permit. Because the two homes are on one property, they may not be sold separately. City of Wh6at �idge 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: �i�,t, 8 &W-z� � General Contractor: `l,- 5 i CA-e-�& --r—nlL . Company Name: 116'IV Ste:jr , c t-, C Contact Phone #: 71in - 210 - ? k 2-`1 Wheat Ridge Contractor License #: //011.3 (required field) State License #: / X13 (c, Master License #: g2 zo 4 Moti- gfw,�5 Printed Name of Authorized Agent //,I"— Sigjaturly , rized Agent /S' ' a -a Date 'Healthy C:) m e Asbestos Summary Report A Healthy Home, LLC: Asbestos Consulting Firm Reg. No.19353 Robert Boyd: Asbestos Building Inspector Cert. No. 18734 1[�iGC:CIi�7f��:IY:lI:Z7'i1 •i7i169i Wheat Ridge, CO 80213 Invoice No: 10226 Testing Lab: Aerobiology Lab Sample Date: 9-20-2020 Testing Purpose: Renovation and possible Demolition Sampling Results Summary Greater than 1% Asbestos is considered Asbestos Containing Materials (ACM). If one sample in the series fails the material is ACM. Sample No. Functional Area Space Sample Location Type of Material Friable Asbestos PLM Asbestos PointCt Asbestos Containing 1-01 Interior 1 Living room east wall top right S Yes 3% N/A ACM 1-02 Interior 1 Living room north wall middle left S Yes 0% N/A 1-03 Interior 1 Living room east wall bottom middle S Yes 3% N/A ACM 2-01 Interior 2 South bedroom west wall top right S Yes 2% N/A ACM 2-02 Interior 2 South bedroom west wall bottom middle S Yes 3% N/A ACM 2-03 Interior 2 South bedroom west wall middle left M Yes Trace% No Pt Ct needed 3-01 1 Interior 3 1 Kitchen west wall top middle I S I Yes 3% N/A ACM 3-02 Interior 3 Kitchen south wall middle left S Yes 2% N/A ACM 3-03 Interior 3 Kitchen south wall bottom right S Yes 2% N/A ACM 4-01 Interior 1 1 Joint compound living room east wall M Yes 0% N/A 4-02 Interior 1 1 Front office texture and joint compound S Yes 2% N/A ACM Types of materials: "TSP' is Thermal System Insulation, "M" is miscellaneous material and "S" is surfacing for decorative surface textures. "PLM" is polarized light microscopy, which is used for the initial analysis unless otherwise specified. "Pt Cf" is point counting. When PLM results are 1% or less "point counting" is required at an additional expense to prove that the materials do not qualify as ACM. Sample Collection Technique: Random number diagrams were used to determine locations on the walls, ceiling and eaves for "surfacing" samples. Lab Analysis: Aerobiology Laboratory - 780 Simms Street Suite 104 Golden, CO, 80401. NVLAP Lab Code is 200860-0. Colorado CDPHE Registration AL -16000 Sample locations also identified on map page. Homogeneous Areas: (column 3) 1. Knock down texture in living room, dining room and front office/bedroom. 407 square feet of wall surface. 2. Armature texture and patches in the south bedroom west wall. 64 square feet of wall surface. 3. Brushed texture in the kitchen. 280 square feet of wall surface. 'Healthy C:) m e Asbestos Summary Report A Healthy Home, LLC: Asbestos Consulting Firm Reg. No.19353 Robert Boyd: Asbestos Building Inspector Cert. No. 18734 1[�iGC:CIi�7f��:IY:leZ7'iii7i169i Wheat Ridge, CO 80213 Invoice No: 10226 Testing Lab: Aerobiology Lab Sample Date: 9-20-2020 Testing Purpose: Renovation and possible Demolition Comments: 1. Renovation includes: a. living room east and north walls. b. dining room south, east and west walls. c. south bedroom west wall. d. kitchen south and west walls. e. office east wall. f. bathroom west wall. 2. Wall separating the living room and the dining room may be a structural wall. An engineer needs to determine if this wall is structural and if it is a demolition permit will be required to remove it. 3. Bathroom west wall (see photo 1) has unique texture that is less than 32 square feet and is below the trigger level for asbestos testing. Conclusions: The surface texture (off-white) used on the walls in the living room, dining room, bedroom, kitchen and front office contains 2 to 3% chrysotile asbestos. Also, the joint compound used in these walls contains a trace (potentially less than 1%) of asbestos. If this compound is determined to have less than 1% asbestos by point counting method then it would not be considered ACM. C a', Inspector Signature 09-21-2020 Date 'Healthy C:) m e Asbestos Summary Report A Healthy Home, LLC: Asbestos Consulting Firm Reg. No.19353 Robert Boyd: Asbestos Building Inspector Cert. No. 18734 1[�iGC:CIi�7f��:IY:leZ7'iii7i169i Wheat Ridge, CO 80213 Invoice No: 10226 Photo 1. Bathroom West Wall Testing Lab: Aerobiology Lab Sample Date: 9-20-2020 Testing Purpose: Renovation and possible Demolition A Healthy Home, LLC N 2868 Benton St Wheat Ridge, CO 80213 PLAN VIEW Main Level Office Dining Room 99 sq ft 155 sq ft FRONT DOOR 1-02 Living Room 153 sq ft Map Page 1 of 1 Kitchen 3-01 93 sq ft 3-03 1-03 40sgft 4-01 2-01 outh Bedroom 71sgft 2-02 1-01 2-03 3-02 AAERObIOAOciyLAbORATORy Physical Description of Sample/Layer Horno- $*neons /N 980 Simms Steel , ® ASSOCIATESINCORPORATED Asbestos Percentage Golden, Suite 104 CO, 80104 V_ Expertise Since 1997 Certificate of Analysis w-w.aerob'olo,y 303.2323746 net ClientName A Healthy Home, LLC��(��® Street Address 4844 South Parfet St. �l Date Collected: Date Received: 9/18/2020 9/18/2020 City, State ZIP Littleton, CO 80127 TEST G Date Analyzed: 9/21/2020 Ann: Robert Boyd NVLAP Lab Code 200860-0 Date Reported: 9/21/2020 Client Project Name: 10226 / 2868 Benton St. 3 Project ID: 20039498 Test Requested: 3002, Asbestos in Bulk Samples 100 B 20039498-1C Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples N Sample Identification Physical Description of Sample/Layer Horno- $*neons /N Layer Percentage Asbestos Detected Asbestos Percentage Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Matrix Material Composition Client am Lab Sle Number V=Ve.miwlite 20039498 -IA White Texture with Beige Paint N 2 ND "I. I'iica 100 C 1-01 20039498-1B White Paint N 3 ND N'D-Nrn D*t*cttd R-=R'pUwtpnit* 100 B 20039498-1C Off-Wltite Texture N 1 CHRY 3 97 C,M 20039498-1D Pink/Tarl Drywall N 94 ND 10 CELL 90 G 1-02 20039498-2A White Texture with Beige Paint N 30 ND 100 C,M 20039498-213 Light Gray/Tan Drywall N 70 ND CELL, 80 G 20039498-3A White Texture with Beige Paint N 3 ND 100 C 1-03 20039498-313 White Paint N 3 ND 100 B 20039498-3C Off-Wltite Texture N 1 CHRY 3 97 C,M 20039498-3D Pink/Tarl Drywall N 93 ND 15 CELL 85 G A&. b..d $calm Laboratory Analyst Page 1 of 5 S... Whit. Aabmtos Lab Supervisor AC = Actinolite AH =Animal Hair B = Binder Q = Quartz A1,1: Amoute CELL — C.Hul. C = Calcite T = Tar AN Anthephylhm FG - Fibrem G1an D Diatema V=Ve.miwlite CHRY - chr dil. MW - hli.e tl R'onl G . Osv. CEL =Cencidelite OT=Other "I. I'iica TR%l - T, Lit* SYN - Synthetic OR - O,S K Tr - Trace TL - Talc OP - Op� N'D-Nrn D*t*cttd R-=R'pUwtpnit* P=?*,lite AAERObIOAOciyLAbORATORy Physical Description of Sample/Layer Horno- geneoas /N 980 Simms Steel , ® ASSOCIATESINCORPORATED Asbestos Percentage Golden, Suite a CO, Sarin4 V_ Expertise Since 1997 Certificate of Analysis w-w.aernb'oln,y 303.2323746 net ClientName A Healthy Home, LLC��® Street Address 4844 South Parfet St. �-tl Date Collected: Date Received: 9/18/2020 9/18/2020 City, State ZIP Littleton, CO 80127 TEs'rtNa Date Analyzed: 9/21/2020 Ann: Robert Boyd NVLAP Lab Code 200860-0 Date Reported: 9/21/2020 Client Project Name: 10226 / 2868 Benton St. 15 Project ID: 20039498 Test Requested: 3002, Asbestos in Bulk Samples 100 C 20039498-4C Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples N Sample Identification Physical Description of Sample/Layer Horno- geneoas /N Layer Percentage Asbestos Detected Asbestos Percentage Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Matrix Material Composition Client Lab Sle Number am V - Vermieulite 20039498-4A White Texture with Pink/Multicolored Paint Layers N 8 ND M - hfxa 100 C 2-01 20039498-413 White Compound N 15 ND ND - Nrxu Detected w - W*tLaatooite 100 C 20039498-4C White Woven Tape N 2 ND 75 FG 25 20039498-4D White Paint N 3 ND 100 B 20039498-4E Off-Wltite Texture N 2 CHRY 2 TrCELL 98 C,M 20039498-4F Pink/Tarl Drywall N 70 ND 25 CELL 75 G 2-02 20039498-5A White Texture with Pink Paint N 95 ND 100 C,M 20039498-513 White Woven Tape N 5 ND 75 FG 25 C 2-03 20039498-6A White Texture with Pink Paint N 5 ND 100 C 20039498-613 White Compound j N j 5 1 ND 100 C N&Chat .scaun Laboratory Analyst Pace 2 of 5 Shanaoa Whitmore Asbestos Lab Supervisor AC = Actinolite AH = Attimal Hair B - Btnder Q = Qt. AM = Arrosite CELL - C.th,t.... C - Calcite T = Tar AN Aathophytlite FG - FAGlass D - Diatoms V - Vermieulite CHRY. Chrysotile MR'. h1i..1 R'onl G. Gypsum CR - Ctocidediee OT - Other M - hfxa TRhI - Tm Ute SYN - Synthetic OR- Oman{, Tr - Trap TL - Tab: OP - Op ND - Nrxu Detected w - W*tLaatooite P - Perlite AERObiolociy LAbORATORy Physical Description of Sample/Layer Homo- geneous /N 780 Simms Steel Asbeetos Detected ASSOCIATES, INCORPORATED Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Sane 104 Client Lab Sam le Number 2-03 Golden, CO, 80404 N Expertise Since 7997 ND M-Xrra 303.232.3746 30 SYN - S5i thetic Certificate of Analysis wwwaerohloloou net ClientName A Healthy Home, LLC ��J® ((��jj Date Collected: 9/18/2020 Street Address 4844 South Parfet St. WV Received: 9/18/2020 City, State ZIP Littleton, CO 80127 UDate TESTING Date Analyzed: 9/21/2020 Ann: Robert Boyd NVLAP Lab Code 200860-0 Date Reported: 9/21/2020 Client Project Name: 10226 / 2868 Benton St. Project ID: 20039498 Test Requested: 3002, Asbestos in Bulk Samples 20039498-713 Yellow Paint with White Compound N Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples Sample Identification Physical Description of Sample/Layer Homo- geneous /N Layer Percentage Asbeetos Detected Asbestos Percentage Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Matrix Material Composition Client Lab Sam le Number 2-03 20039498-6C White Woven Tape N 2 ND M-Xrra 70 FG 30 SYN - S5i thetic 20039498-61) Wldte Paint With Wldte Compound N 2 CHRY Tr 2CELL 98 C,M 20039498-6E Pink/Tan Drywall N 86 ND 15 CELL 85 G 20039498-7A Light Beige Paint with White Texture N 5 ND 100 C 3-01 20039498-713 Yellow Paint with White Compound N 5 ND 100 C 20039498-7C White Paints N 5 ND 100 B 20039498-71) Off-Wltite Texture N 2 CHRY 3 97 C,M 20039498-7E White/Tan Drywall N 83 ND 20 CELL 80 G 3-02 20039498-8A White Texture with Beige Paint N 10 ND 100 C 20039498-8B White Texture with Green/Yellow Paint N 7 ND 100 C 2sfiehaet Saalm Laboratory Analyst Page 3 of 5 Shaaaaa Whitmore Asbmtos Lab Supervisor Ac = Actinolite AH = Anuiul Hair B = B,eder Q = Qu tz Alt = Am awe CELL = Cellulose C - Calcite T = Tar AN Awhephyllae FG -Fibr Gts D. Diatoms V=t'ermicolite CRAY - c:tn the MR' . hliaeral Reel G - Gyvs CR. Creridelits OT. OlMr M-Xrra TRM - T:v Loe SYN - S5i thetic OR - Orpnic Tr - Tr * TL Tak OF - Opaewt ND = None Det«ted W = R'otlartonite P - Perlite AEROb10[Oqy� LAbORATORy AH = Animal Hair Homo- 780SinnsStreet AM = Amosit. ASSOCIATES, INCORPORATED Non -Asbestos Non -Fibrous Suite 104 FG=Fiwe Glaze Physical Description of Sample/Layer geneous /N Golden, CO, 804404 Asbestos Percentage Expertise Since 1997 Material Percentage Material Composition 303.232.3746 Lab Sample Number n-N-S',whetic Certificate of Analysis www _aerobiolooanet Client Name A Healthy Home, LLC��® CHRY Date Collected: 9/18/2020 Street Address 4844 South Parfet St. GJ Date Received: 9/18/2020 City, State ZIP Littleton, CO 80127 TESTING Date Analyzed: 9/21/2020 Ann: RobertBoyd N LAP Lab Code 200860-0 Date Reported: 9/21/2020 Client Project Name: 10226 / 2868 Benton St. Project ID: 20039498 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart of Put 763, Interim Method for Asbestos in Bulk Insulation Samples Sample Identification AH = Animal Hair Homo- Layer AM = Amosit. CELL - C.2ad e Non -Asbestos Non -Fibrous Matrix FG=Fiwe Glaze Physical Description of Sample/Layer geneous /N Percentage Asbestos Detected Asbestos Percentage Fiber Percents e Material Percentage Material Composition Client Lab Sample Number n-N-S',whetic 20039498 -SC Off -White Texture with White Paint N 23 CHRY 2 ND - X. Det«zed 98 C 3-02 20039498-81) White/Tan Drywall N 60 ND 85 G CELS Off -White Texture with Multicolored 20039498-9A N 15 CHRY 2 98 C Paint Layers 3-03 20039498-913 White/Tan Drywall N 85 ND 90 G CEL0 4-01 20039498-10 Pink/Tan Drywall N 100 ND 20 CELL 80 G 20039498 -IIA White Texture with Beige Paint N 10 ND 100 C 20039498 -IIB White Mesh N 3 ND 98 FG 2 20 0 39 49 8-I IC White Texture with White Paint N 2 ND 100 C 4-02 20039498-11D Off -White Texture with White Paint N 5 CHRY 2 98 C 20039498-11E Off -White Texture with White Paint N 5 CHRY 2 98 C 20039498 -IIF Pink/Tan Drywall N 75 ND 10 CELL 90 G hd:. b..l $calm Laboratory Analyst Page 4 of 5 Shaaaoa R'hitmare Asbestos Lab Sopentisor AC = Actinolite AH = Animal Hair B = Binder Q = Quartz AM = Amosit. CELL - C.2ad e C = Ca{cite T = Tar AN= ehnp3rylhee An FG=Fiwe Glaze D=Diatoms Y'=t'ermientite CPIBY - Ch".tile AM - htlaeral W.1 6 = Gyp. CR - Crocidolite OT - Othar M = Inca T M -Tremolite n-N-S',whetic Olt =Oren Tr - Trx TL - Tak OP - Onaawa ND - X. Det«zed W - W.1taatoaite P - Perlite AERObio1ogy� LAbORATORy 780 Si—Street ASSOCIATES, INCORPORATED suite 104 Golden, CO, 80401 Expertise Since 1997 406.282.4746 Certificate of Analysis wwvd.aerobiologv.net Client Name A Healthy Home, LLC Date Collected: 9/18/2020 Street Address 4844 South Parfet St. Date Received: 9/18/2020 City, State ZIP Littleton, CO 80127 TESTING Date Analyzed: 9/21/2020 Arm Robert Boyd NVLAP Lab Code 200860-0 Date Reported: 9/21/2020 Client Project Name: 10226 / 2868 Benton St. Project ED 20039498 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples General Notes • ND indicates no asbestos was detected; the method detection limit is 1 %. • Trace or "< 1" indicates asbestos was identified in the sample, but the concentration is less than 1% and cannot be quantified without point counting. • Samples identified as inhomogeneous (more than one layer) are separated into individual layers, and each layer is analyzed and reported separately. • All regulated asbestos minerals (i.e. chrysotile, amosite, crocidolite, anthophyllite, tremolite, and actinolite) were sought in every layer of each sample, but only those asbestos minerals detected are listed. Amosite is the common name for the asbestiform variety of the minerals grunerite. Crocidolite is the common name used for the asbestiform variety of the mineral riebeckite. • Tile, vinyl, foam, plastic, and fine powder samples may contain asbestos fibers of such small diameter (< 0.25 microns in diameter) that these fibers cannot be detected by PLM. For such samples, more sensitive analytical methods (e.g. TEM, SEM, and XRD) are recommended if greater certainty about asbestos content is required. Semi-quantitative bulk TEM floor tile analysis is accepted under NESHAP regulations. • These results are submitted pursuant to Aerobiology Laboratory Associates, Inc.'s current terms and conditions of sale, including the company's standard warranty and limitation of liability provisions. No responsibility or liability is assumed for the manner in which the results are used or interpreted. • Unless notified in writing to return the samples covered by this report, Aerobiology Laboratory Associates, Inc. will store the samples for a minimum period of thirty (30) days before discarding. A shipping and handling charge will be assessed for the return of any samples. • Aerobiology does not guarantee the results of tape lifts, microvacs, wipe, and/or debris samples. Accurate analysis cannot be performed due to particle size, media used, and/or amount of material given. Analysis of these materials should be preformed by a TEM. A result of iVD does not indicate that the sample area does not contain asbestos. It means the analyst could not identify asbestos in the specific sample for the reasons listed above. Notes Required by NVLAP • This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the Federal Government. • This test report relates only to the items tested or calibrated. • This report is not valid unless it bears the name of a NVLAP-approved signatory. • Any reproduction of this document must include the entire document in order for the report to be valid. Paqe 5 of 5 U 11 ALab ECtC9E)i()tCiCi}F �;;' � LAbORATOR}f ASSOC7ATr5, ':=,v2. INC01""Tro Expertise Since 79971HV use: Page of A n 'ELITE �ri�b - , A, CO, FL, GA, VA, NJ qZ, CA, COAZ, CACO, FL , VA GA, NJ, VA Aerobiology Client l Contact C.1tied Coe: Relinquished By/Date: 9 -f � - Reporting Addres Reli uished By at' Received By/Date: Billing Address Sampler Type Andersen SampleAire Omer_ ero rap to u ure Phone/Fax �} 303/— 0 q — p PO#/Job#: 1 oz.z Reporting Email Project Name:, n 1 -Z R 6 3 ,�j"1p V1 Routine 171 H r I Same Day C71 4 Hour2 Hour Notes: SAMPLING L C T(ON ZIP CODE CC Info: Sample No. Test Code Sample Location Total Volume/Area /-0( 3002 1 62- !-03 2_D 3_ 02 I. �- 03 I y e2 1015 lCulture - WATER Legionella LAB USE ONLY� 1017 Culture -SWAB Legionella ). 1—j i 1 1 _ 1010 IWATER - Potable - F nnli/tnW cMfnrmc A:1 AZ Cherry Hill, NJ Las Angeles, CA Ft. Lauderdale, FL 3700 (856)486-1177 (714)895-8401 (954)451-3725 Revsion 12 • provide clean air report to inspector prior to first inspection ON SITE PLANS MUST BE ON SITE FOR INSPECTION .64. City of "rte' W heat Ridge /COMMUNI"iY DEVELOPMENT APPROVED vq d for Coyle Complia BRANDON F 12i7i2020 Plans Examiner Date Validity of im mn: rhe �ssaewr of a pNmlt w apvvow4 of phms spenjkotgae and eomp~vw shag rat be o permit for, w an appavW of, ony nor000a to oay of the provisi m of Me gwidMg code a of aW City wdinMoes. Permhe pffl r ftg to g" awfwlfy to WWM a motel the xwaw of Me.iWift coda W omer an*mfim of the ofy~ no he a" BEDROOM #2 DESIGN CRITERIA INTERNATIONAL RESIDENTIAL CODE (IRC) - 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) - 2018 NATIONAL ELECTRICAL CODE (NEC) - 20X2020 Colorado plumbing code NEW KITCHEN CABINETS FDEMO EXISTING 2030 AND APPLIANCES PER AND INSTALL NEW 2030 OWNER SINGLE HUNG CENTERED IN KITCHEN DEMO EXISTING (PR) 101 265° WINDOWS AND INSTALL NEW 5068 T T SL. GL. DR. KITCHEN Owl I LIVING 1 ROOM— NEW BATHROOM � FIXTURES AS SHOWN o BEDROOM #1 ROD & SHELF o DEMO EXISTING (PR) NEW CL. 2650 WINDOWS AND REPLACE W/ (PR) NEW 2X4 CONSTRUCTION AS 5068 BIPASS 3°5° SINGLE HUNG SHOWN. BASEBOARD AND WINDOWS FINISHES TO MATCH EXISTING BATH 1 `n NEW 2868 6 -PANEL DOOR W/ PRIVACY HARDWARE J6X34 INFILL FIREPLACE OPENING AND FINISH OR o TO MATCH EXISTING ADJACENT fiX.3fi FP S-0" 1 2'-6° 1 S-0" ENCLOSED PORCH MAIN FLOOR DEMO AND CONSTRUCTION PLAN SCALE: 1/4 "-1'-0 NORTH ±�.\L D SOLUTIONS INC. 302 LGM W. qme 373.000.BTr1 7Scala ate 0, 2020 umber e LOOR AND RUCTION le1'-0° Sheet Ne. of 1.0 W W WN W� ZcqLU U O o� O UJ LU m� 00 qz� W 00I N� N 7Scala ate 0, 2020 umber e LOOR AND RUCTION le1'-0° Sheet Ne. of 1.0 DESIGN CRITERIA INTERNATIONAL RESIDENTIAL CODE (IRC) — 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) — 2018 NATIONAL ELECTRICAL CODE (NEC) — 2018 MAIN FLOOR ELECTRICAL AND LIGHTING PLAN SCALE: 1 /4 "-1'-0° NORTH ELECTRICAL LEGEND 0 110V DUPLEX RECEPTACLE Ac 110V DUPLEX RECEPTACLE ABOVE COUNTER GFI 110V DUPLEX RECEPTACLE GROUND FAULT PROTECTED W220 220V RECEPTACLE (YI#I IA PHONE JACK A COMBO PHONE/COAX JACK RECESSED CEILING LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE n n n n WALL MOUNTED LIGHT BAR SWITCH 3 THREE—WAY SWITCH SMOKE DETECTOR — SD INTERCONNECTED AND HARD— WIRED WITH BATTERY BACKUP 0 SMOKE DETECTOR/CO DETECTOR SD/CO E/F EXHAUST FAN City of Wheat Ridge ��D SOLUTIONS INC T. BIGI IN. W O01 plms W3B.T7 W W WN 111 � vJ �0 Z Sheet No. of E1.0 COO O o; a UJ LU N� M� W N Sheet No. of E1.0 MAIN FLOOR DEMO AND CONSTRUCTION PLAN SCALE: 1 /4 "-1'-0" DESIGN CRITERIA INTERNATIONAL RESIDENTIAL CODE (IRC) - 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) - 2018 NATIONAL ELECTRICAL CODE (NEC) - 2018 RAILING LADDER DOWN — LIVING ROOM BELOW RAILING LOFT CONSTRUCTION PLAN SCALE: 1/4 "-1'-0" (r NORTH NORTH ±\l D SOWTIONS INC. 302 LGM W. BMGMN,M 00001 pq s373.000.M7 Drawing Data DEC. 1, 2020 Project Number Sheet Title ADU DEMO AND CONSTRUCTION PLANS Sheet Scale Sheet Na. of A1.1 QO W wo W� 0 O rW v O LU IX 0 UJ N � W M N Drawing Data DEC. 1, 2020 Project Number Sheet Title ADU DEMO AND CONSTRUCTION PLANS Sheet Scale Sheet Na. of A1.1 DESIGN CRITERIA INTERNATIONAL RESIDENTIAL CODE (IRC) — 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) — 2018 NATIONAL ELECTRICAL CODE (NEC) — 2018 LIVING ROOM BELO% LOFT ELECTRICAL AND LIGHTING PLAN SCALE: 1/4 "-1'-0" ��D SOWTIONS INC. 302 LGM W. BMGMN,W 00001 pq s373.000.M7 ELECTRICAL LEGEND 0 110V DUPLEX RECEPTACLE $ SWITCH cFi 110V DUPLEX RECEPTACLESTHREE—WAY W SWITCH GROUND FAULT PROTECTED COO 220 W220V O rW v O SMOKE DETECTOR — RECEPTACLE INTERCONNECTED AND HARD— UJ N � WIRED WITH BATTERY BACKUP A PHONE JACK O SMOKE DETECTOR/CO DETECTOR MI.I W SD/CO COMBO PHONE/COAX JACK E/F EXHAUST FAN CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE DESIGN CRITERIA INTERNATIONAL RESIDENTIAL CODE (IRC) — 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) — 2018 NATIONAL ELECTRICAL CODE (NEC) — 2018 LIVING ROOM BELO% LOFT ELECTRICAL AND LIGHTING PLAN SCALE: 1/4 "-1'-0" ��D SOWTIONS INC. 302 LGM W. BMGMN,W 00001 pq s373.000.M7 Sheet Na. of E1.1 QO I_ W wo W� 0 COO O rW v O O WEllLU� Z �I UJ N � MW MI.I W N Sheet Na. of E1.1 Project Description: Supplementation of the main level floor framing of the existing main structure and of the ADU. Please note - The existing foundation and roof framing systems of this home were not evaluated or inspected as a part of this supplementation design. This design and its recommendations are to repair the items explicitly described in this design. Future performance of the foundation and roof systems is unknown. G PnPrnl NntPc- 1. The structural requirements represent the finished structure. The contractor is responsible for the means and methods of construction. Provide all measures required to protect the structure, workmen, and other persons during construction. 2. All materials, workmanship and methods are to conform to the governing building code. 3. The contractor shall be responsible for temporary bracing to withstand all loads to which the structure may be subjected, including lateral loads, stockpiles of materials and equipment. Such bracing shall be left in place as long as may be required for safety and until all structural framing and diaphragms are in place with connections completed. 4. All dimensions indicated represent finished face. Dimensions are not to be scaled for determination of material takeoffs, lengths or locations. 5. Dimensions derived from architectural drawings provided to McGourty Engineering and /or current site elements. Contractor to field verify all dimensions prior to commencement of construction. Any discrepancy between dimensions identified to be reported to Structural Engineer before proceeding. 6. Substitutions to be made only by the written approval of engineer. Any substitutions made without written approval of the engineer is acceptance of responsibility by the contractor and owner for performance of any changes. 7. Installation observation of all framing is required and must be performed by a representative of this office to verify compliant installation. Contractor will correct any and all deficiencies to achieve compliance. Failure to obtain McGourty Engineering's approval of the installed structure in writing may endanger the success of the home's structural performance and will absolve McGourty Engineering LLC from any and all responsibility for any damages arising from failure to obtain proper installation observation compliance. 8. Future stability of this structure requires continued elimination of water accumulation in the backfill zone of the home (10 ft minimum distance). This is to be made via improvement and maintenance of the grading and drainage systems. 9. The following design is specific to the explicitly listed property address, and may not be used for any other project or intent. This design and evaluation is limited to the items explicitly described herein. No other structural elements have been evaluated, unless specifically identified. SYMBOLS USED: �........ 3 = Foundation element - as indicated. Design Loading: Roof Snow loading = 30 PSF (ASCE7.3) Wind design = 135 MPH (3 second gust)- Exposure C - (ASCE in -town factors)_ -_ = Wood structural elements (LVL, Gluelam or sawn lumber as indicated) Seismic Design Category = Category B Occupant Risk Category = Category III = Steel structural elements (HSS, Wideflange, steel angle) Allowable Soil Pressure = 1,500 psf - Per IRC R401.4.1 Codes Used: ® = 4x6 treated lumber post - secured to member and footing. 2018 IRC - Design performed per IRC301.1.3 Framing: ® = 4x4 treated lumber post 1. All lumber to conform to IBC section 2303.1. 2. All wood structural members to be Hem Fir, No. 2 & Better or Spruce - Pine - Fir No. 1 - 2 - unless noted otherwise. 3. All preservative / pressure treated lumber to be MCA treated or as specified in IBC section 2303.1.9 - Field applied preservatives may be applied at the approval of the engineer. 4. All framing in direct contact with concrete, with less than 18" clearance to soil grade or exposed to the exterior is to be preservative treated. 5. All beams will be attached to support posts or walls with hardware or plates/kickers to resist lateral movement. All support posts will be attached to foundation in (2) locations - min z" dia wedge anchors, to resist lateral movement. Or as indicated. 6. All wood for structural wood framing will be kiln dried, graded in conformance with the National Design Specification for Wood Construction 7. Minimum 3" bearing for all structural members - unless noted otherwise. 8. Simpson Strong -Tie products are specifically required to meet the structural calculations. All framing connectors to be installed per manufacture's recommendations unless otherwise noted. Substitutions in connectors to be made by written approval of this office only. 9. All posts are to bear directly on foundation / structural member or to have squash blocking installed beneath sheathing, in firm contact with the foundation element / structural member. Squash blocking is to be constructed of (3) 2x material or structural composite lumber (LVL, PSL, or LSL) members of the same depth as joists / rafters, placed perpendicular to joist/rafter framing direction. Blocking to be end -nailed or toe -nailed to prevent lateral translation/rotation and be full width of joist/rafter spacing. 10. Anti -roll blocking to be installed between joists, rafters or beams, above all supports, unless approved by engineer in writing or per manufacturer's specifications. 11. Holes for thru-bolts to be made no more than 16" larger than the bolt diameter. 12. All bolts shall have fender washers installed and double nuts, unless noted otherwise or approved by engineer in writing. 13. Notches, cuts, or non -continuous members (studs, posts/columns, beams, joists, headers, stringers, or lintels) are not allowed, unless noted or otherwise approved by engineer in writing. Exception - holes may be drilled in engineered wood (TJI, LVL ,PSL etc..) when in accordance with manufacturers specifications. 14. All nails to be common wire type (minimum 0.131" dia), and minimum installation made per IBC section 2304. 10, unless noted otherwise or approved by McGourty Engineering in writing. 15. All screws / nails for manufactured hangers are to conform to manufacturer's specifications - unless noted otherwise. 16. All connectors exposed to the exterior, with less than 18" clearance to grade, in direct contact with concrete or treated lumber are to be hot -dipped galvanized per ASTM A123. 17. Joists and beams to bear completely in joist hangers, w/ no more than g" separation between joist /beam end and the supporting header -unless otherwise approved by engineer in writing. 18. Built-up (multi -ply) beams / members to be positively attached to one -another: 2 ply = (3) 10d nails @ 12" o.c. one side, 3 & 4 ply = (3) 10d nails @ 12" o.c. One side per ply. Stagger / offset connectors each side by 6" typical unless noted otherwise. 19. All Laminated Veneer Lumber structural members to be Microlam 2.0E grade or Equivalent - unless noted otherwise. 20. McGourty Engineering to review any foundation elements and their reinforcement / installation prior to commencement of framing operations (new construction or as required). Or review installation of framing prior to removal of temporary support structures (remodel or supplementation). McGourty Engineering to be provided 48 hours minimum notice prior to required review. Fminrintinn. 1. Footing to be placed on 95% compacted backfill, undisturbed native soil or as described in a soils report (if applicable) - whichever is more conservative. 2. Maintain sub -grade and fill moisture content prior to foundation placement. 3. Do not place footings or slabs against organic materials or sub -grade containing free water, frost, or ice. 4. Protect soil supporting all existing foundation elements during excavation, forming, and pouring of new footings and stem walls to prevent undermining of the existing structure. Temporary support and shoring of excavation cuts and existing foundation elements may be required and are to be designed by others. Verify requirements with soils engineer. 5. Install z" isolation joint between new slab on grade floor and foundation walls / posts. 6. Install z" dia anchor bolts with 7 in minimum embedment depth into foundation wall concrete, 4 ft maximum spacing between anchors, 12 in maximum distance from end of sill plate run, and minimum of 2 anchors per plate. Connected with a nut and washer typical. ALTERNATE: Install z" dia Simpson Strong -Tie Wedge -All to same requirements. 7. Drain lines or any element exceeding z" in diameter are prohibited inside or beneath any foundation element - unless approved by engineer in writing. 8. Posts to be centered on footings unless noted otherwise or approved by engineer in writing - +/- 1" accuracy allowable. Concrete 1. Compressive strength = 3500 psi at 28 days 2. Cement Type = Type 1/II Sulfate resistive 3. Concrete will have a maximum water to cement ratio of 0.50 and will be air entrained. 4. Provide batch mixing, transportation, placing and curing of concrete in accordance with recommendations of ACI 301 and ACI 318. 5. All concrete placed for footings, columns, walls and buttress elements is to be vibrated to achieve complete consolidation. 6. Honeycomb "rock pockets" up to 1.5" in depth are to be filled w/ SikaTop 123 per manufacturer's specifications. Honeycombs, rock pockets or voids deeper than 1.5" may require removal and replacement of the deficient work product. 7. Concrete footings, stem walls, and foundation walls will be allowed to cure a minimum of 48 hours before any construction loads are applied. Concrete poured in cold weather will be equipped with cold weather protection per ACI requirements during curing 8. Site concrete is prohibited to be connected to any structural element via mechanical connection, rebar doweling or any other means, unless approved by engineer in writing. RPinfnrrPm Pnt 1. Reinforcing steel shall conform to ASTM A615, grade 60 or ASTM A706, Grade 60 for welded reinforcement. Welded wire fabric to conform to ASTM A185. PLEASE NOTE - GR 60 REINFORCEMENT AS REQUIRED CANNOT BE PURCHASED AT HOME DEPOT OR LOWES. NOTIFY ENGINEER IF GR 40 IS REQUIRED AND THE REINFORCEMENT REQUIREMENTS CAN BE UPDATED. 2. Splices of reinforcement will be minimized. Lap splices shall be 48 bar diameters in length.Welded wire fabric to overlap 8 inches minimum in all areas. 3. Reinforcement to be continuous through all corners or provide corner bars to match. 4. Provide all accessories necessary to support reinforcing at positions indicated on the drawings. Provide the following minimum clearances unless noted otherwise: Concrete poured against earth: = 3 inches Concrete poured against forms (exposed to weather or earth) = 2 inches Walls (not exposed to weather) = 3/4 inch - secured to member and footing. BEVEL CUT MEMBER TO MATCH EXISTING ROOF SLOPE. - 3:12 MIN CUT ANTI -ROLL BRACING TOE -NAIL TO BEAM AND TO ADJACENT CEILING JOISTS AT EACH BEARING AND AT 6-0" O.C. MAX. DETAIL A BEVEL CUT INFORMATION SCALE: 3/8" = 1'-0" POINT LOADING FOR SUPPORT OF ASSOCIATED ELEMENT. (3) 2x MATERIAL (MATCHING DEPTH TO FRAMING AS DRAWN) - REQUIRED DIRECTLY BENEATH LOA - TOE -NAIL INTO RIM JOIE AND FACE -NAIL THROUG ADJACENT FLOOR JOIST. ENGINEER TO VERIFY LOCATION DIRECTLY BENEATH POINT LOAD +/ BEARING / FOUNDATION FRAMING PARALLEL TO BEARING ELEMENT nr,T,.Tm T CN "'SING FOR SUPPORT OF ) ELEMENT. FRAMING PERPENDICULAR TO BEARING ELEMENT 3) 2x MATERIAL (MATCHING DEPTH TO RAMING AS DRAWN) - REQUIRED )IRECTLY BENEATH LOADING - 'OE -NAIL INTO EACH ADJACENT FLOOR OIST - FULL WIDTH. ENGINEER TO TERIFY LOCATION DIRECTLY BENEATH 'DINT LOAD +/- 1". IF POINT LOAD 'ALLS MORE THAN 1.5" ON (1) FLOOR OIST - INSTALL BLOCKING ON EACH IDE OF FLOOR JOIST. BEARING / FOUNDATION ELEMENT DETAIL C (D SQUASH BLOCKING DETAIL SCALE: 1/2" = F-0" FACE -NAIL 2x4 BRACE TO EXISTING FRAMING (3) 1 O NAILS MIN. 2x4 @ 45° TYP EACH SIDE. TOE -NAIL (2) 1 O NAILS MIN TO BOTTOM ELEVATION OF BEAM / STRUCTURAL ELEMENT. TYPICAL EACH SIDE AS DRAWN. DETAIL F ANTI -ROLL BRACING DETAIL SCALE: 3/8" = F-0" C" at Wheat Ridge DRAWING SCALED FOR 24" x 36" PRINT At%m McGOURTY ENGINEERING ausan t_ mcuourty r.h Rob H. McGourty RE 2952 S. Fillmore Way Denver, Colorado 80210 Rob@mcgourtyeng.com October 21, 2020 REV 1.0 NIDO LIC, C m 0 :° 50109 j: ON A L cl�C4\ THE INFORMATION PROVIDED IN THIS DOCUMENT IS THE ORIGINAL UNPUBLISHED WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. DUPLICATION, DISCLOSURE OR ANY OTHER USE OF THIS DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER THAN IDENTIFIED. SHEET: GENERAL NOTES z 0 z w w a. a. P4 w� Wo Q� a W u w� �z vor__� a� FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER THAN IDENTIFIED. SHEET: GENERAL NOTES FDenver, URTY ERING Gourty RE ourty RE REMOVAL OF EXISTING NOT IN USE more Way 80210 BRICK FLUE REQUIRED. rado g.comrtyeng.com October 21, 2020 REV 1.0 OO0 Csg�pDO LICF REAR EXIT y yA 50109 FRONT ENTRY DN �c�cS '•.......• '�\��t �A S/ONAIEN EXISTING MODIFIED CEILING FRAMING LIKELY TO REQUIRE ADDITIONAL MEMBERS TO CARRY FINISHES. ��5`I = NON-BEARING ELEMENTS -MAY BE REMOVED THE INFORMATION PROVIDED �P Q WITHOUT STRUCTURAL CONSEQUENCE. IN THIS DOCUMENT IS THE ip ORIGINAL UNPUBLISHED NON ROOF BEARING WALL REMOVAL. WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. 13'-34" = STRUCTURALLY BEARING ELEMENTS - STRUCTURE DUPLICATION, DISCLOSURE TO RECEIVE SUPPLEMENTATION FOR REMOVAL / OR ANY OTHER USE OF THIS MODIFICATIONS PROPOSED. DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. MAIN LEVEL - CEILING PROJECT SCOPE SCALE: 1/8" = F-0" REPLACEMENT OF EXISTING SLOPED FLOOR FRAMING SUPPLEMENTATION OF EXISTINGZI Z 9'_i" Zl� OVER-SPANNED AND INAPPROPRIATELY O 13'-9" 2 SUPPORTED FLOOR FRAMING. I� i 5 i71 F� i mla W i M i ............ .......... w � 9'_622 w 0 Q O MAIN LEVEL - FLOOR FRAMING SUPPLEMENTATION SCOPE SCALE: 1/8" = F-0" 0000 Ir--II O W 00 00 FIELD VERIFY SUPPLEMENTATION TO ALLOW DIMENSIONS FOR TRIMMING OF EXISTING PRIOR TO OUT-OF LEVEL FLOOR JOISTS. CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER tiTHAN IDENTIFIED. LiSHEET: ADU MAIN LEVEL - FLOOR FRAMING SUPPLEMENTATION SCOPE S101 SCALE: 1/8" = F-0" city of Wheat Ridge PROJECT Building Divison SCOPE DRAWING SCALED FOR 24" x 36" PRINT MAIN LEVEL - CEILING FRAME PLAN SCALE: 3/16" = F-0" ROLLBLOCKING 2x6 @ 2�" " f-, f -1f-, "� " 1-1 TT TAT "Tn , T,.Tr NORTH WALL'S P ADDITIONAL REQUIREMENTS: 10 - SUPPLEMENTAL CEILING JOIST 2x6 SAWN @ 16" O.C. MAX - INSTALL WHERE EXISTING CEILING JOISTS ARE NON -CONTINUOUS OR AT A GREATER SPACING THAN 16" O.C.. - BEAR ON EXISTING FRAME WALLS AT EACH END - MUST BE CONTINUOUS. - SEE DETAIL "A" FOR INFORMATION REGARDING ALLOWABLE BEVEL CUT AT BEARING. MAIN LEVEL - FLOOR FRAME PLAN SCALE: 3/8" = F-0" At McGOURTY ENGINEERING ausan t_ mcuourty r.h Rob H. McGourty RE 2952 S. Fillmore Way Denver, Colorado 80210 Rob@mcgourtyeng.com October 21, 2020 REV 1.0 ,gyp ,ND O Ll11 �@,O :° 50109 j: 4Q THE INFORMATION PROVIDED IN THIS DOCUMENT IS THE ORIGINAL UNPUBLISHED WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. DUPLICATION, DISCLOSURE OR ANY OTHER USE OF THIS DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. 08 - FOOTINGS - BEAM 03 30" x 30" x 9" - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION DEPENDING ON EXISTING CRAWLSPACE SLOPES - SEE DETAIL 07. - REINF W/ (5) 26" #4 EA DIRECTION. - TYP (3) LOCATIONS AS DRAWN. NOTE: ** = CONFIRM DIMENSION WITH ASSOCIATED ELEMENTS ON SEPARATE LEVEL. CONTRACTOR TO PROVIDE MEANS FOR ENGINEER TO VERIFY LOAD PATH. CRY of Wheat Ridge DRAWING SCALED FOR 24" x 36" PRINT SHEET: S2100 PROJECT PLAN O ADDITIONAL REQUIREMENTS: h—� 01 - DAMAGED FLOOR JOIST SUPPLEMENT 2x6 SAWN - INSTALL ADJACENT TO EXISTING DAMAGED FLOOR JOISTS - WI RE REQUIRED (ANY FLOOR JOIST WITH MORE THAN if OF MATERIAL LOSS ON ANY SIDE). - FLOOR JOIST SUPPLEMENTS MAY BE NON -CONTINUOUS AT SUPPLEMENTAL BEAMS 02A AND 02B. INSTALL ROLL BLOCKING TO ADJACENT T FLOOR JOISTS AT EACH SUPPORT BEAM. - TO BE INSTALLED IN DIRECT CONTACT WITH THE EXISTING SUBFLOOR - SHIM AS REQUIRED. 02A - FLR EAST SUPPLEMENT NORTH (2) 2x10 SAWN - SUPPORT W/ 4x4 TREATED LUMBER POST AT EAST (SUPPORT ON FOOTINGS DRAWN). - TO BE IN FIRM CONTACT WITH ALL FLOOR JOISTS - SHIM AS REQUIRED. INSTALL ROLL BRACING AT SUPPORT POST. ^^ - - HANG FROM BEAM 03 W/ LUS210-2 HANGERS. 02B - FLR EAST SUPPLEMENT SOUTH (2) 2x10 SAWN INSTALL TYPICAL TO 02A. w - O 03A - EXT WALL BEAM SOUTH T (3) 2x10 SAWN - SUPPORT ON 4x6 TREATED LUMBER POSTS WHERE DRAWN. RECOMMEND (2) POSTS ON FOOTING SHARED WITH BEAM 03B. (1) POST MAY BE INSTALLED - CONSULT ENGINEER FOR REQUIREMENTS OF SINGLE POST INSTALLATION. �TT - INSTALL ROLL BRACING TO THE WEST OF BEAM AT THE SUPPORT POSTS. - REMOVE EXISTING 4x4 "BEAM" AND INSTALL DIRECTLY BENEATH ORIGINAL RIM JOIST AND ORIGINAL EXTERIOR FRAME WALL ABOVE. 0 SHIM TO BE IN FIRM CONTACT WITH ALL FLOOR JOISTS AS REQUIRED. _ - MUST BE CONTINUOUS OVER ALL CANTILEVERED POSTS AND MAIN SPANS. w > 03B -EXT WALL BEAM NORTH (3) 2x10 SAWN U u� N - INSTALL TYPICAL TO BEAM 03A. O 04A - IN -FILL FLOOR JOISTS 2x6 SAWN @ 16" O.C. DIST SUPPLEMENT - HANG FROM INTERMEDIATE BEAMS 04B W/ LUS26 HANGERS. 00 u - INSTALL ROLL BLOCKING @ 24"O.C..C.T THE EXISTING NORTH SIDE RIM JOIST - TOE -NAIL I PLACE - ALTERNATE - RE -INSTALL FLOOR SHEATHING BENEATH NORTH WALL'S BOTTOM PLATE. 00CONTINUOUS N 04B - BEAM - INTERMEDIATE SUPPORT (2) 2x6 SAWN - SUPPORT ON THE EXISTING FOUNDATION WALL AT THE NORTH - SHIM AS NECESSARY. - HANG FROM THE EXISTING (1) 2x6 FLOOR JOIST ON THE INTERMEDIATE FOUNDATION WALL AT THE SOUTH - HANG W/ LUS26-2 HANGERS FIELD VERIFY (HANGER CONNECTS TO HEADER W/ 1.5" SD MANUFACTURED CONNECTOR SCREWS). DIMENSIONS EAST - INSTALL (2) PLACES TYPICAL. PRIOR TO IRECTION - TYP (2) LOCATIONS AS DRAWN. CONSTRUCTION - 07 - FOOTINGS BEAM 02 EAST NOTIFY ENGINEER 22" x 22" x 9" - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION DEPENDING ON EXISTING CRAWLSPACE SLOPES - SEE DETAIL 07. IF FOUND OTHER - REINF W/ (4)18" #4 EA DIRECTION THAN IDENTIFIED. - TYP (2) LOCATIONS AS DRAWN. 08 - FOOTINGS - BEAM 03 30" x 30" x 9" - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION DEPENDING ON EXISTING CRAWLSPACE SLOPES - SEE DETAIL 07. - REINF W/ (5) 26" #4 EA DIRECTION. - TYP (3) LOCATIONS AS DRAWN. NOTE: ** = CONFIRM DIMENSION WITH ASSOCIATED ELEMENTS ON SEPARATE LEVEL. CONTRACTOR TO PROVIDE MEANS FOR ENGINEER TO VERIFY LOAD PATH. CRY of Wheat Ridge DRAWING SCALED FOR 24" x 36" PRINT SHEET: S2100 PROJECT PLAN ADU MAIN LEVEL - FLOOR FRAME PLAN SCALE: 3/16" = F-0" ADDITIONAL REQUIREMENTS: 05 - TRIMMED FLOOR JOIST MODIFIED 7.25" LVL - SEE DETAIL 05 - MODIFIED FLOOR JOISTS TO BE INSTALLED TO ALLOW FOR TRIMMING OF 2" FROM THE EXISTING FLOOR JOIST FOR AESTHETIC RE -LEVELING OF THE MAIN LEVEL FLOOR IN THE AREA IDENTIFIED. - BEAR ON THE FOUNDATION WALLS AT THE NORTH AND SOUTH AS BEAM 06 ON THE INTERIOR. - SEE DETAIL 05 - FOR INSTALLATION REQUIREMENTS. 06 - SPAN REDUCING BEAM (2) 2x8 TREATED - SUPPORT ON 4x4 TREATED POSTS - BEAMS MAY BE SET DIRECTLY IN FOOTINGS - SEE DETAIL 05 - FOR INSTALLATION REQUIREMENTS. 09 - FOOTINGS - BEAM 06 20" x 20" x 9" REINF W/ (3) 16" #4 EA DIRECTION - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION. - TYP (2) LOCATIONS AS DRAWN PROPOSED FLOOR JOIST TO HAVE FULL BEARING FROM EXISTING EXTERIOR WALL FRAMING. NOTCH OF EXISTING FLOOR JOISTS DESIRED. At McGOURTY ENGINEERING ausan t_ mcuourty r.h Rob H. McGourty RE 2952 S. Fillmore Way Denver, Colorado 80210 Rob@mcgourtyeng.com October 21, 2020 REV 1.0 �,p,D Q L lll� @' :° 50109 j: 4Q THE INFORMATION PROVIDED IN THIS DOCUMENT IS THE ORIGINAL UNPUBLISHED WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. DUPLICATION, DISCLOSURE OR ANY OTHER USE OF THIS DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. INSTALL ROLL / SQUASH BLOCKING FOR - EACH FLOOR JOIST SUPPLEMENTED. 06 - SPAN REDUCING BEAM (2) 2x8 TREATED UPLIFT FROM ROOT SYSTEM VAPOR BARRIER OR h� OVER -EXCAVATION REQUIRED FOR 00 LOW CLEARANCE. 09 FOOTINGS BEAM 06 20" x 20" x 9" REINF W/ (3) 16" #4 EA DIRECTION TYP (2) LOCATIONS SECTION 05 W SUPPLEMENT INSTALLATION SCALE: 3/8" = F-0" ^� 2.. �C 05 - TRIMMED FLOOR JOIST N MODIFIED 7.25" LVL O ROLL BLOCKING h� 02B - FLR EAST SUPPLEMENT SOUTH \471"(2) 2x10 SAWN O SECTION 05A > U FLOOR JOIST CUT u 6" BOTTOM OF FOOTING ELEVATION TO BE MADE SCALE: 3/8" = F-0" u LOWER AS REQUIRED TO MAINTAIN MAXIMUM O 7� SOIL ANGLE AS DRAWN. �+ . N TOP OF EXISTING SOIL TO BE MADE LESS THAN THE TOP OF THE EXISTING FOOTING AS DRAWN. / 1._:..:.:•.: Y.. V .:.-ONO M EXISTING BASEMENT ELEVATION SECTION 07 FOOTING ON UN -RETAINED SOIL SCALE: 3/8" = F-0" Wheat Ridge DRAWING SCALED FOR 24" x 36" PRINT FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER THAN IDENTIFIED. SHEET: S2101 PROJECT PLAN AND SECTIONS Project Description: Supplementation of the main level floor framing of the existing main structure and of the ADU. Please note - The existing foundation and roof framing systems of this home were not evaluated or inspected as a part of this supplementation design. This design and its recommendations are to repair the items explicitly described in this design. Future performance of the foundation and roof systems is unknown. G PnPrnl NntPc- 1. The structural requirements represent the finished structure. The contractor is responsible for the means and methods of construction. Provide all measures required to protect the structure, workmen, and other persons during construction. 2. All materials, workmanship and methods are to conform to the governing building code. 3. The contractor shall be responsible for temporary bracing to withstand all loads to which the structure may be subjected, including lateral loads, stockpiles of materials and equipment. Such bracing shall be left in place as long as may be required for safety and until all structural framing and diaphragms are in place with connections completed. 4. All dimensions indicated represent finished face. Dimensions are not to be scaled for determination of material takeoffs, lengths or locations. 5. Dimensions derived from architectural drawings provided to McGourty Engineering and /or current site elements. Contractor to field verify all dimensions prior to commencement of construction. Any discrepancy between dimensions identified to be reported to Structural Engineer before proceeding. 6. Substitutions to be made only by the written approval of engineer. Any substitutions made without written approval of the engineer is acceptance of responsibility by the contractor and owner for performance of any changes. 7. Installation observation of all framing is required and must be performed by a representative of this office to verify compliant installation. Contractor will correct any and all deficiencies to achieve compliance. Failure to obtain McGourty Engineering's approval of the installed structure in writing may endanger the success of the home's structural performance and will absolve McGourty Engineering LLC from any and all responsibility for any damages arising from failure to obtain proper installation observation compliance. 8. Future stability of this structure requires continued elimination of water accumulation in the backfill zone of the home (10 ft minimum distance). This is to be made via improvement and maintenance of the grading and drainage systems. 9. The following design is specific to the explicitly listed property address, and may not be used for any other project or intent. This design and evaluation is limited to the items explicitly described herein. No other structural elements have been evaluated, unless specifically identified. SYMBOLS USED: �........ 3 = Foundation element - as indicated. Design Loading: Roof Snow loading = 30 PSF (ASCE7.3) Wind design = 135 MPH (3 second gust)- Exposure C - (ASCE in -town factors)_ -_ = Wood structural elements (LVL, Gluelam or sawn lumber as indicated) Seismic Design Category = Category B Occupant Risk Category = Category III = Steel structural elements (HSS, Wideflange, steel angle) Allowable Soil Pressure = 1,500 psf - Per IRC R401.4.1 Codes Used: ® = 4x6 treated lumber post - secured to member and footing. 2018 IRC - Design performed per IRC301.1.3 Framing: ® = 4x4 treated lumber post 1. All lumber to conform to IBC section 2303.1. 2. All wood structural members to be Hem Fir, No. 2 & Better or Spruce - Pine - Fir No. 1 - 2 - unless noted otherwise. 3. All preservative / pressure treated lumber to be MCA treated or as specified in IBC section 2303.1.9 - Field applied preservatives may be applied at the approval of the engineer. 4. All framing in direct contact with concrete, with less than 18" clearance to soil grade or exposed to the exterior is to be preservative treated. 5. All beams will be attached to support posts or walls with hardware or plates/kickers to resist lateral movement. All support posts will be attached to foundation in (2) locations - min z" dia wedge anchors, to resist lateral movement. Or as indicated. 6. All wood for structural wood framing will be kiln dried, graded in conformance with the National Design Specification for Wood Construction 7. Minimum 3" bearing for all structural members - unless noted otherwise. 8. Simpson Strong -Tie products are specifically required to meet the structural calculations. All framing connectors to be installed per manufacture's recommendations unless otherwise noted. Substitutions in connectors to be made by written approval of this office only. 9. All posts are to bear directly on foundation / structural member or to have squash blocking installed beneath sheathing, in firm contact with the foundation element / structural member. Squash blocking is to be constructed of (3) 2x material or structural composite lumber (LVL, PSL, or LSL) members of the same depth as joists / rafters, placed perpendicular to joist/rafter framing direction. Blocking to be end -nailed or toe -nailed to prevent lateral translation/rotation and be full width of joist/rafter spacing. 10. Anti -roll blocking to be installed between joists, rafters or beams, above all supports, unless approved by engineer in writing or per manufacturer's specifications. 11. Holes for thru-bolts to be made no more than 16" larger than the bolt diameter. 12. All bolts shall have fender washers installed and double nuts, unless noted otherwise or approved by engineer in writing. 13. Notches, cuts, or non -continuous members (studs, posts/columns, beams, joists, headers, stringers, or lintels) are not allowed, unless noted or otherwise approved by engineer in writing. Exception - holes may be drilled in engineered wood (TJI, LVL ,PSL etc..) when in accordance with manufacturers specifications. 14. All nails to be common wire type (minimum 0.131" dia), and minimum installation made per IBC section 2304. 10, unless noted otherwise or approved by McGourty Engineering in writing. 15. All screws / nails for manufactured hangers are to conform to manufacturer's specifications - unless noted otherwise. 16. All connectors exposed to the exterior, with less than 18" clearance to grade, in direct contact with concrete or treated lumber are to be hot -dipped galvanized per ASTM A123. 17. Joists and beams to bear completely in joist hangers, w/ no more than g" separation between joist /beam end and the supporting header -unless otherwise approved by engineer in writing. 18. Built-up (multi -ply) beams / members to be positively attached to one -another: 2 ply = (3) 10d nails @ 12" o.c. one side, 3 & 4 ply = (3) 10d nails @ 12" o.c. One side per ply. Stagger / offset connectors each side by 6" typical unless noted otherwise. 19. All Laminated Veneer Lumber structural members to be Microlam 2.0E grade or Equivalent - unless noted otherwise. 20. McGourty Engineering to review any foundation elements and their reinforcement / installation prior to commencement of framing operations (new construction or as required). Or review installation of framing prior to removal of temporary support structures (remodel or supplementation). McGourty Engineering to be provided 48 hours minimum notice prior to required review. Fminrintinn. 1. Footing to be placed on 95% compacted backfill, undisturbed native soil or as described in a soils report (if applicable) - whichever is more conservative. 2. Maintain sub -grade and fill moisture content prior to foundation placement. 3. Do not place footings or slabs against organic materials or sub -grade containing free water, frost, or ice. 4. Protect soil supporting all existing foundation elements during excavation, forming, and pouring of new footings and stem walls to prevent undermining of the existing structure. Temporary support and shoring of excavation cuts and existing foundation elements may be required and are to be designed by others. Verify requirements with soils engineer. 5. Install z" isolation joint between new slab on grade floor and foundation walls / posts. 6. Install z" dia anchor bolts with 7 in minimum embedment depth into foundation wall concrete, 4 ft maximum spacing between anchors, 12 in maximum distance from end of sill plate run, and minimum of 2 anchors per plate. Connected with a nut and washer typical. ALTERNATE: Install z" dia Simpson Strong -Tie Wedge -All to same requirements. 7. Drain lines or any element exceeding z" in diameter are prohibited inside or beneath any foundation element - unless approved by engineer in writing. 8. Posts to be centered on footings unless noted otherwise or approved by engineer in writing - +/- 1" accuracy allowable. Concrete 1. Compressive strength = 3500 psi at 28 days 2. Cement Type = Type 1/II Sulfate resistive 3. Concrete will have a maximum water to cement ratio of 0.50 and will be air entrained. 4. Provide batch mixing, transportation, placing and curing of concrete in accordance with recommendations of ACI 301 and ACI 318. 5. All concrete placed for footings, columns, walls and buttress elements is to be vibrated to achieve complete consolidation. 6. Honeycomb "rock pockets" up to 1.5" in depth are to be filled w/ SikaTop 123 per manufacturer's specifications. Honeycombs, rock pockets or voids deeper than 1.5" may require removal and replacement of the deficient work product. 7. Concrete footings, stem walls, and foundation walls will be allowed to cure a minimum of 48 hours before any construction loads are applied. Concrete poured in cold weather will be equipped with cold weather protection per ACI requirements during curing 8. Site concrete is prohibited to be connected to any structural element via mechanical connection, rebar doweling or any other means, unless approved by engineer in writing. RPinfnrrPm Pnt 1. Reinforcing steel shall conform to ASTM A615, grade 60 or ASTM A706, Grade 60 for welded reinforcement. Welded wire fabric to conform to ASTM A185. PLEASE NOTE - GR 60 REINFORCEMENT AS REQUIRED CANNOT BE PURCHASED AT HOME DEPOT OR LOWES. NOTIFY ENGINEER IF GR 40 IS REQUIRED AND THE REINFORCEMENT REQUIREMENTS CAN BE UPDATED. 2. Splices of reinforcement will be minimized. Lap splices shall be 48 bar diameters in length.Welded wire fabric to overlap 8 inches minimum in all areas. 3. Reinforcement to be continuous through all corners or provide corner bars to match. 4. Provide all accessories necessary to support reinforcing at positions indicated on the drawings. Provide the following minimum clearances unless noted otherwise: Concrete poured against earth: = 3 inches Concrete poured against forms (exposed to weather or earth) = 2 inches Walls (not exposed to weather) = 3/4 inch - secured to member and footing. BEVEL CUT MEMBER TO MATCH EXISTING ROOF SLOPE. - 3:12 MIN CUT ANTI -ROLL BRACING TOE -NAIL TO BEAM AND TO ADJACENT CEILING JOISTS AT EACH BEARING AND AT 6-0" O.C. MAX. DETAIL A BEVEL CUT INFORMATION SCALE: 3/8" = 1'-0" POINT LOADING FOR SUPPORT OF ASSOCIATED ELEMENT. (3) 2x MATERIAL (MATCHING DEPTH TO FRAMING AS DRAWN) - REQUIRED DIRECTLY BENEATH LOA - TOE -NAIL INTO RIM JOIE AND FACE -NAIL THROUG ADJACENT FLOOR JOIST. ENGINEER TO VERIFY LOCATION DIRECTLY BENEATH POINT LOAD +/ BEARING / FOUNDATION FRAMING PARALLEL TO BEARING ELEMENT nr,T,.Tm T CN "'SING FOR SUPPORT OF ) ELEMENT. FRAMING PERPENDICULAR TO BEARING ELEMENT 3) 2x MATERIAL (MATCHING DEPTH TO RAMING AS DRAWN) - REQUIRED )IRECTLY BENEATH LOADING - 'OE -NAIL INTO EACH ADJACENT FLOOR OIST - FULL WIDTH. ENGINEER TO TERIFY LOCATION DIRECTLY BENEATH 'DINT LOAD +/- 1". IF POINT LOAD 'ALLS MORE THAN 1.5" ON (1) FLOOR OIST - INSTALL BLOCKING ON EACH IDE OF FLOOR JOIST. BEARING / FOUNDATION ELEMENT DETAIL C (D SQUASH BLOCKING DETAIL SCALE: 1/2" = F-0" FACE -NAIL 2x4 BRACE TO EXISTING FRAMING (3) 1 O NAILS MIN. 2x4 @ 45° TYP EACH SIDE. TOE -NAIL (2) 1 O NAILS MIN TO BOTTOM ELEVATION OF BEAM / STRUCTURAL ELEMENT. TYPICAL EACH SIDE AS DRAWN. DETAIL F ANTI -ROLL BRACING DETAIL SCALE: 3/8" = F-0" C" of Wheat Ridge DRAWING SCALED FOR 24" x 36" PRINT At%m McGOURTY ENGINEERING ausan t_ mcuourty r.h Rob H. McGourty RE 2952 S. Fillmore Way Denver, Colorado 80210 Rob@mcgourtyeng.com October 21, 2020 REV 1.0 NIDO LIC, C m 0 :° 50109 j:ON A L cl�C4\ THE INFORMATION PROVIDED IN THIS DOCUMENT IS THE ORIGINAL UNPUBLISHED WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. DUPLICATION, DISCLOSURE OR ANY OTHER USE OF THIS DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER THAN IDENTIFIED. SHEET: GENERAL NOTES z 0 z w w a. a. P4 w� Wo Q� a W u w� �z vor__� a� FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER THAN IDENTIFIED. SHEET: GENERAL NOTES FDenver, URTY ERING Gourty RE ourty RE REMOVAL OF EXISTING NOT IN USE more Way 80210 BRICK FLUE REQUIRED. rado g.comrtyeng.com October 21, 2020 REV 1.0 OO0 Csg�pDO LICF REAR EXIT y yA 50109 FRONT ENTRY DN �c�cS '•.......• '�\��t �A S/ONAIEN EXISTING MODIFIED CEILING FRAMING LIKELY TO REQUIRE ADDITIONAL MEMBERS TO CARRY FINISHES. ��5`I = NON-BEARING ELEMENTS -MAY BE REMOVED THE INFORMATION PROVIDED �P Q WITHOUT STRUCTURAL CONSEQUENCE. IN THIS DOCUMENT IS THE ip ORIGINAL UNPUBLISHED NON ROOF BEARING WALL REMOVAL. WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. 13'-34" = STRUCTURALLY BEARING ELEMENTS - STRUCTURE DUPLICATION, DISCLOSURE TO RECEIVE SUPPLEMENTATION FOR REMOVAL / OR ANY OTHER USE OF THIS MODIFICATIONS PROPOSED. DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. MAIN LEVEL - CEILING PROJECT SCOPE SCALE: 1/8" = F-0" REPLACEMENT OF EXISTING SLOPED FLOOR FRAMING SUPPLEMENTATION OF EXISTINGZI Z 9'_i" Zl� OVER-SPANNED AND INAPPROPRIATELY O 13'-9" 2 SUPPORTED FLOOR FRAMING. I� i 5 i71 F� i mla W i M i ............ .......... w � 9'_622 w 0 Q O MAIN LEVEL - FLOOR FRAMING SUPPLEMENTATION SCOPE SCALE: 1/8" = F-0" 0000 Ir--II O W 00 00 FIELD VERIFY SUPPLEMENTATION TO ALLOW DIMENSIONS FOR TRIMMING OF EXISTING PRIOR TO OUT-OF LEVEL FLOOR JOISTS. CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER tiTHAN IDENTIFIED. LiSHEET: ADU MAIN LEVEL - FLOOR FRAMING SUPPLEMENTATION SCOPE S101 SCALE: 1/8" = F-0" CRD of Wheat Ridge PROJECT Buildings,, SCOPE DRAWING SCALED FOR 24" x 36" PRINT MAIN LEVEL - CEILING FRAME PLAN SCALE: 3/16" = F-0" ROLLBLOCKING 2x6 @ 2�" " f-, f -1f-, "� " 1-1 TT TAT "Tn , T,.Tr NORTH WALL'S P ADDITIONAL REQUIREMENTS: 10 - SUPPLEMENTAL CEILING JOIST 2x6 SAWN @ 16" O.C. MAX - INSTALL WHERE EXISTING CEILING JOISTS ARE NON -CONTINUOUS OR AT A GREATER SPACING THAN 16" O.C.. - BEAR ON EXISTING FRAME WALLS AT EACH END - MUST BE CONTINUOUS. - SEE DETAIL "A" FOR INFORMATION REGARDING ALLOWABLE BEVEL CUT AT BEARING. MAIN LEVEL - FLOOR FRAME PLAN SCALE: 3/8" = F-0" At McGOURTY ENGINEERING ausan t_ mcuourty r.h Rob H. McGourty RE 2952 S. Fillmore Way Denver, Colorado 80210 Rob@mcgourtyeng.com October 21, 2020 REV 1.0 ,gyp ,ND O Ll11 �@, :° 50109 j: 4Q THE INFORMATION PROVIDED IN THIS DOCUMENT IS THE ORIGINAL UNPUBLISHED WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. DUPLICATION, DISCLOSURE OR ANY OTHER USE OF THIS DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. 08 - FOOTINGS - BEAM 03 30" x 30" x 9" - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION DEPENDING ON EXISTING CRAWLSPACE SLOPES - SEE DETAIL 07. - REINF W/ (5) 26" #4 EA DIRECTION. - TYP (3) LOCATIONS AS DRAWN. NOTE: ** = CONFIRM DIMENSION WITH ASSOCIATED ELEMENTS ON SEPARATE LEVEL. CONTRACTOR TO PROVIDE MEANS FOR ENGINEER TO VERIFY LOAD PATH. CRY of Wheat Ridge ifding DRAWING SCALED FOR 24" x 36" PRINT SHEET: S2100 PROJECT PLAN O ADDITIONAL REQUIREMENTS: h—� 01 - DAMAGED FLOOR JOIST SUPPLEMENT 2x6 SAWN - INSTALL ADJACENT TO EXISTING DAMAGED FLOOR JOISTS - WI RE REQUIRED (ANY FLOOR JOIST WITH MORE THAN if OF MATERIAL LOSS ON ANY SIDE). - FLOOR JOIST SUPPLEMENTS MAY BE NON -CONTINUOUS AT SUPPLEMENTAL BEAMS 02A AND 02B. INSTALL ROLL BLOCKING TO ADJACENT T FLOOR JOISTS AT EACH SUPPORT BEAM. - TO BE INSTALLED IN DIRECT CONTACT WITH THE EXISTING SUBFLOOR - SHIM AS REQUIRED. 02A - FLR EAST SUPPLEMENT NORTH (2) 2x10 SAWN - SUPPORT W/ 4x4 TREATED LUMBER POST AT EAST (SUPPORT ON FOOTINGS DRAWN). - TO BE IN FIRM CONTACT WITH ALL FLOOR JOISTS - SHIM AS REQUIRED. INSTALL ROLL BRACING AT SUPPORT POST. ^^ - - HANG FROM BEAM 03 W/ LUS210-2 HANGERS. 02B - FLR EAST SUPPLEMENT SOUTH (2) 2x10 SAWN INSTALL TYPICAL TO 02A. w - O 03A - EXT WALL BEAM SOUTH T (3) 2x10 SAWN - SUPPORT ON 4x6 TREATED LUMBER POSTS WHERE DRAWN. RECOMMEND (2) POSTS ON FOOTING SHARED WITH BEAM 03B. (1) POST MAY BE INSTALLED - CONSULT ENGINEER FOR REQUIREMENTS OF SINGLE POST INSTALLATION. �TT - INSTALL ROLL BRACING TO THE WEST OF BEAM AT THE SUPPORT POSTS. - REMOVE EXISTING 4x4 "BEAM" AND INSTALL DIRECTLY BENEATH ORIGINAL RIM JOIST AND ORIGINAL EXTERIOR FRAME WALL ABOVE. 0 SHIM TO BE IN FIRM CONTACT WITH ALL FLOOR JOISTS AS REQUIRED. _ - MUST BE CONTINUOUS OVER ALL CANTILEVERED POSTS AND MAIN SPANS. w > 03B -EXT WALL BEAM NORTH (3) 2x10 SAWN U u� N - INSTALL TYPICAL TO BEAM 03A. O 04A - IN -FILL FLOOR JOISTS 2x6 SAWN @ 16" O.C. DIST SUPPLEMENT - HANG FROM INTERMEDIATE BEAMS 04B W/ LUS26 HANGERS. 00 u - INSTALL ROLL BLOCKING @ 24"O.C..C.T THE EXISTING NORTH SIDE RIM JOIST - TOE -NAIL I PLACE - ALTERNATE - RE -INSTALL FLOOR SHEATHING BENEATH NORTH WALL'S BOTTOM PLATE. 00CONTINUOUS N 04B - BEAM - INTERMEDIATE SUPPORT (2) 2x6 SAWN - SUPPORT ON THE EXISTING FOUNDATION WALL AT THE NORTH - SHIM AS NECESSARY. - HANG FROM THE EXISTING (1) 2x6 FLOOR JOIST ON THE INTERMEDIATE FOUNDATION WALL AT THE SOUTH - HANG W/ LUS26-2 HANGERS FIELD VERIFY (HANGER CONNECTS TO HEADER W/ 1.5" SD MANUFACTURED CONNECTOR SCREWS). DIMENSIONS EAST - INSTALL (2) PLACES TYPICAL. PRIOR TO IRECTION - TYP (2) LOCATIONS AS DRAWN. CONSTRUCTION - 07 - FOOTINGS BEAM 02 EAST NOTIFY ENGINEER 22" x 22" x 9" - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION DEPENDING ON EXISTING CRAWLSPACE SLOPES - SEE DETAIL 07. IF FOUND OTHER - REINF W/ (4)18" #4 EA DIRECTION THAN IDENTIFIED. - TYP (2) LOCATIONS AS DRAWN. 08 - FOOTINGS - BEAM 03 30" x 30" x 9" - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION DEPENDING ON EXISTING CRAWLSPACE SLOPES - SEE DETAIL 07. - REINF W/ (5) 26" #4 EA DIRECTION. - TYP (3) LOCATIONS AS DRAWN. NOTE: ** = CONFIRM DIMENSION WITH ASSOCIATED ELEMENTS ON SEPARATE LEVEL. CONTRACTOR TO PROVIDE MEANS FOR ENGINEER TO VERIFY LOAD PATH. CRY of Wheat Ridge ifding DRAWING SCALED FOR 24" x 36" PRINT SHEET: S2100 PROJECT PLAN ADU MAIN LEVEL - FLOOR FRAME PLAN SCALE: 3/16" = F-0" ADDITIONAL REQUIREMENTS: 05 - TRIMMED FLOOR JOIST MODIFIED 7.25" LVL - SEE DETAIL 05 - MODIFIED FLOOR JOISTS TO BE INSTALLED TO ALLOW FOR TRIMMING OF 2" FROM THE EXISTING FLOOR JOIST FOR AESTHETIC RE -LEVELING OF THE MAIN LEVEL FLOOR IN THE AREA IDENTIFIED. - BEAR ON THE FOUNDATION WALLS AT THE NORTH AND SOUTH AS BEAM 06 ON THE INTERIOR. - SEE DETAIL 05 - FOR INSTALLATION REQUIREMENTS. 06 - SPAN REDUCING BEAM (2) 2x8 TREATED - SUPPORT ON 4x4 TREATED POSTS - BEAMS MAY BE SET DIRECTLY IN FOOTINGS - SEE DETAIL 05 - FOR INSTALLATION REQUIREMENTS. 09 - FOOTINGS - BEAM 06 20" x 20" x 9" REINF W/ (3) 16" #4 EA DIRECTION - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION. - TYP (2) LOCATIONS AS DRAWN PROPOSED FLOOR JOIST TO HAVE FULL BEARING FROM EXISTING EXTERIOR WALL FRAMING. NOTCH OF EXISTING FLOOR JOISTS DESIRED. At McGOURTY ENGINEERING ausan t_ mcuourty r.h Rob H. McGourty RE 2952 S. Fillmore Way Denver, Colorado 80210 Rob@mcgourtyeng.com October 21, 2020 REV 1.0 �,p,D Q L lll� @' :° 50109 j: 4Q THE INFORMATION PROVIDED IN THIS DOCUMENT IS THE ORIGINAL UNPUBLISHED WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. DUPLICATION, DISCLOSURE OR ANY OTHER USE OF THIS DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. INSTALL ROLL / SQUASH BLOCKING FOR - EACH FLOOR JOIST SUPPLEMENTED. 06 - SPAN REDUCING BEAM (2) 2x8 TREATED UPLIFT FROM ROOT SYSTEM VAPOR BARRIER OR h� OVER -EXCAVATION REQUIRED FOR 00 LOW CLEARANCE. 09 FOOTINGS BEAM 06 20" x 20" x 9" REINF W/ (3) 16" #4 EA DIRECTION TYP (2) LOCATIONS SECTION 05 W SUPPLEMENT INSTALLATION SCALE: 3/8" = F-0" ^� 2.. �C 05 - TRIMMED FLOOR JOIST N MODIFIED 7.25" LVL O ROLL BLOCKING h� 02B - FLR EAST SUPPLEMENT SOUTH \471"(2) 2x10 SAWN O SECTION 05A > U FLOOR JOIST CUT u 6" BOTTOM OF FOOTING ELEVATION TO BE MADE SCALE: 3/8" = F-0" u LOWER AS REQUIRED TO MAINTAIN MAXIMUM O 7� SOIL ANGLE AS DRAWN. �+ . N TOP OF EXISTING SOIL TO BE MADE LESS THAN THE TOP OF THE EXISTING FOOTING AS DRAWN. / 1._:..:.:•.: Y.. V .:.-ONO M EXISTING BASEMENT ELEVATION SECTION 07 FOOTING ON UN -RETAINED SOIL SCALE: 3/8" = F-0" Wheat Ridge ild;ng DRAWING SCALED FOR 24" x 36" PRINT FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER THAN IDENTIFIED. SHEET: S2101 PROJECT PLAN AND SECTIONS City of Wh6at �idge 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: �i�,t, 8 &W-z� � General Contractor: `l,- 5 i CA-e-�& --r—nlL . Company Name: 116'IV Ste:jr , c t-, C Contact Phone #: 71in - 210 - ? k 2-`1 Wheat Ridge Contractor License #: //011.3 (required field) State License #: / X13 (c, Master License #: g2 zo 4 Moti- gfw,�5 Printed Name of Authorized Agent //,I"— Sigjaturly , rized Agent /S' ' a -a Date no change to valuation From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Interior Remodel Date: Sunday, November 22, 2020 7:32:36 PM 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 2868 Benton St. Wheat Ridge Co. 80214 Property Owner Name House Calls Inc 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" 303-204-3639 16029 W 75th Ave Arvada Co. 80007 wheat ridae elec oavment form. odf APPLICANT INFORMATION Applicant Name Nick Hanley What is your role in the project? Are you performing the work yourself, live in the home and will be living in the home 1 Property Owner, General Contractor No year after completion? Wheat Ridge 180230 Contractor's License windows w/5'SGD, repair floor fram img @LR & Kitchen, remodel Number (This is a 5 or existing kitchen, remodel existing bathroom, add 6 digit number for the masterbath. provide new 125amp elec. service, new circuits thru City of Wheat Ridge) out. Rear house 'ADU" scope+ repair floor at hall, remodele Contact Phone Number 303-204-3639 (enter WITH dashes, Install 2- exterior entry doors where missing eg 303-123-4567) Contact Email Address housecallsdenver@hotmail.com for Plan Review Comments Retype Contractor housecallsdenver@hotmail.com Email Address 0]:R16]CII91M0N]MYLO]M:/ Detailed Scope of replace 2-2'6"x5' windows w/2-3'x5'windows, replace 2-3'x5' Work - In the space windows w/5'SGD, repair floor fram img @LR & Kitchen, remodel below (not as an existing kitchen, remodel existing bathroom, add attachment), Provide a masterbath. provide new 125amp elec. service, new circuits thru detailed description of out. Rear house 'ADU" scope+ repair floor at hall, remodele work including existing kitchen, install 7 new windows where missing/broken. mechanical, electrical, Install 2- exterior entry doors where missing 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 LR/Bedroom/bathrooms, kitchens Square Footage Area 437sf of Work Being Performed Asbestos Report Field not completed. Upload letter size Field not completed. documents here Construction Plans 2868 Benton St - Main Level Floor Repair - DESIGN DELIVERY scanned on 11'x17" or 10-21-2020 E-Sianed.pdf larger Project Value (contract $76000.00 ok bf 12/6/2020 value or cost of ALL materials and labor) 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 posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application and to perform the work described above. Yes Yes Yes Person Applying for Nicholas J Hanley Permit I attest that everything 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. Yes Email not displaying correctly? View it in your browser. 'Healthy C:) m e Asbestos Summary Report A Healthy Home, LLC: Asbestos Consulting Firm Reg. No.19353 Robert Boyd: Asbestos Building Inspector Cert. No. 18734 1[�iGC:CIi�7f��:IY:lI:Z7'i1 •i7i169i Wheat Ridge, CO 80213 Invoice No: 10226 Testing Lab: Aerobiology Lab Sample Date: 9-20-2020 Testing Purpose: Renovation and possible Demolition Sampling Results Summary Greater than 1% Asbestos is considered Asbestos Containing Materials (ACM). If one sample in the series fails the material is ACM. Sample No. Functional Area Space Sample Location Type of Material Friable Asbestos PLM Asbestos PointCt Asbestos Containing 1-01 Interior 1 Living room east wall top right S Yes 3% N/A ACM 1-02 Interior 1 Living room north wall middle left S Yes 0% N/A 1-03 Interior 1 Living room east wall bottom middle S Yes 3% N/A ACM 2-01 Interior 2 South bedroom west wall top right S Yes 2% N/A ACM 2-02 Interior 2 South bedroom west wall bottom middle S Yes 3% N/A ACM 2-03 Interior 2 South bedroom west wall middle left M Yes Trace% No Pt Ct needed 3-01 1 Interior 3 1 Kitchen west wall top middle I S I Yes 3% N/A ACM 3-02 Interior 3 Kitchen south wall middle left S Yes 2% N/A ACM 3-03 Interior 3 Kitchen south wall bottom right S Yes 2% N/A ACM 4-01 Interior 1 1 Joint compound living room east wall M Yes 0% N/A 4-02 Interior 1 1 Front office texture and joint compound S Yes 2% N/A ACM Types of materials: "TSP' is Thermal System Insulation, "M" is miscellaneous material and "S" is surfacing for decorative surface textures. "PLM" is polarized light microscopy, which is used for the initial analysis unless otherwise specified. "Pt Cf" is point counting. When PLM results are 1% or less "point counting" is required at an additional expense to prove that the materials do not qualify as ACM. Sample Collection Technique: Random number diagrams were used to determine locations on the walls, ceiling and eaves for "surfacing" samples. Lab Analysis: Aerobiology Laboratory - 780 Simms Street Suite 104 Golden, CO, 80401. NVLAP Lab Code is 200860-0. Colorado CDPHE Registration AL -16000 Sample locations also identified on map page. Homogeneous Areas: (column 3) 1. Knock down texture in living room, dining room and front office/bedroom. 407 square feet of wall surface. 2. Armature texture and patches in the south bedroom west wall. 64 square feet of wall surface. 3. Brushed texture in the kitchen. 280 square feet of wall surface. 'Healthy C:) m e Asbestos Summary Report A Healthy Home, LLC: Asbestos Consulting Firm Reg. No.19353 Robert Boyd: Asbestos Building Inspector Cert. No. 18734 1[�iGC:CIi�7f��:IY:leZ7'iii7i169i Wheat Ridge, CO 80213 Invoice No: 10226 Testing Lab: Aerobiology Lab Sample Date: 9-20-2020 Testing Purpose: Renovation and possible Demolition Comments: 1. Renovation includes: a. living room east and north walls. b. dining room south, east and west walls. c. south bedroom west wall. d. kitchen south and west walls. e. office east wall. f. bathroom west wall. 2. Wall separating the living room and the dining room may be a structural wall. An engineer needs to determine if this wall is structural and if it is a demolition permit will be required to remove it. 3. Bathroom west wall (see photo 1) has unique texture that is less than 32 square feet and is below the trigger level for asbestos testing. Conclusions: The surface texture (off-white) used on the walls in the living room, dining room, bedroom, kitchen and front office contains 2 to 3% chrysotile asbestos. Also, the joint compound used in these walls contains a trace (potentially less than 1%) of asbestos. If this compound is determined to have less than 1% asbestos by point counting method then it would not be considered ACM. C a', Inspector Signature 09-21-2020 Date 'Healthy C:) m e Asbestos Summary Report A Healthy Home, LLC: Asbestos Consulting Firm Reg. No.19353 Robert Boyd: Asbestos Building Inspector Cert. No. 18734 1[�iGC:CIi�7f��:IY:leZ7'iii7i169i Wheat Ridge, CO 80213 Invoice No: 10226 Photo 1. Bathroom West Wall Testing Lab: Aerobiology Lab Sample Date: 9-20-2020 Testing Purpose: Renovation and possible Demolition A Healthy Home, LLC N 2868 Benton St Wheat Ridge, CO 80213 ........................................................................................... i .............................................................. PLAN VIEW Main Level Office Dining Room 99 sq ft 155 sq ft OLIN IM0 KM IM 4-01 2-01 z�oum bearoom 71 sq ft 2-02 1-01 W#M MON AAERObIOAOciyLAbORATORy Physical Description of Sample/Layer Horno- $*neons /N 980 Simms Steel , ® ASSOCIATESINCORPORATED Asbestos Percentage Golden, Suite 104 CO, 80104 V_ Expertise Since 1997 Certificate of Analysis w-w.aerob'olo,y 303.2323746 net ClientName A Healthy Home, LLC��(��® Street Address 4844 South Parfet St. �l Date Collected: Date Received: 9/18/2020 9/18/2020 City, State ZIP Littleton, CO 80127 TEST G Date Analyzed: 9/21/2020 Ann: Robert Boyd NVLAP Lab Code 200860-0 Date Reported: 9/21/2020 Client Project Name: 10226 / 2868 Benton St. 3 Project ID: 20039498 Test Requested: 3002, Asbestos in Bulk Samples 100 B 20039498-1C Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples N Sample Identification Physical Description of Sample/Layer Horno- $*neons /N Layer Percentage Asbestos Detected Asbestos Percentage Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Matrix Material Composition Client am Lab Sle Number V=Ve.miwlite 20039498 -IA White Texture with Beige Paint N 2 ND "I. I'iica 100 C 1-01 20039498-1B White Paint N 3 ND N'D-Nrn D*t*cttd R-=R'pUwtpnit* 100 B 20039498-1C Off-Wltite Texture N 1 CHRY 3 97 C,M 20039498-1D Pink/Tarl Drywall N 94 ND 10 CELL 90 G 1-02 20039498-2A White Texture with Beige Paint N 30 ND 100 C,M 20039498-213 Light Gray/Tan Drywall N 70 ND CELL, 80 G 20039498-3A White Texture with Beige Paint N 3 ND 100 C 1-03 20039498-313 White Paint N 3 ND 100 B 20039498-3C Off-Wltite Texture N 1 CHRY 3 97 C,M 20039498-3D Pink/Tarl Drywall N 93 ND 15 CELL 85 G A&. b..d $calm Laboratory Analyst Page 1 of 5 S... Whit. Aabmtos Lab Supervisor AC = Actinolite AH =Animal Hair B = Binder Q = Quartz A1,1: Amoute CELL — C.Hul. C = Calcite T = Tar AN Anthephylhm FG - Fibrem G1an D Diatema V=Ve.miwlite CHRY - chr dil. MW - hli.e tl R'onl G . Osv. CEL =Cencidelite OT=Other "I. I'iica TR%l - T, Lit* SYN - Synthetic OR - O,S K Tr - Trace TL - Talc OP - Op� N'D-Nrn D*t*cttd R-=R'pUwtpnit* P=?*,lite AAERObIOAOciyLAbORATORy Physical Description of Sample/Layer Horno- geneoas /N 980 Simms Steel , ® ASSOCIATESINCORPORATED Asbestos Percentage Golden, Suite a CO, Sarin4 V_ Expertise Since 1997 Certificate of Analysis w-w.aernb'oln,y 303.2323746 net ClientName A Healthy Home, LLC��® Street Address 4844 South Parfet St. �-tl Date Collected: Date Received: 9/18/2020 9/18/2020 City, State ZIP Littleton, CO 80127 TEs'rtNa Date Analyzed: 9/21/2020 Ann: Robert Boyd NVLAP Lab Code 200860-0 Date Reported: 9/21/2020 Client Project Name: 10226 / 2868 Benton St. 15 Project ID: 20039498 Test Requested: 3002, Asbestos in Bulk Samples 100 C 20039498-4C Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples N Sample Identification Physical Description of Sample/Layer Horno- geneoas /N Layer Percentage Asbestos Detected Asbestos Percentage Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Matrix Material Composition Client Lab Sle Number am V - Vermieulite 20039498-4A White Texture with Pink/Multicolored Paint Layers N 8 ND M - hfxa 100 C 2-01 20039498-413 White Compound N 15 ND ND - Nrxu Detected w - W*tLaatooite 100 C 20039498-4C White Woven Tape N 2 ND 75 FG 25 20039498-4D White Paint N 3 ND 100 B 20039498-4E Off-Wltite Texture N 2 CHRY 2 TrCELL 98 C,M 20039498-4F Pink/Tarl Drywall N 70 ND 25 CELL 75 G 2-02 20039498-5A White Texture with Pink Paint N 95 ND 100 C,M 20039498-513 White Woven Tape N 5 ND 75 FG 25 C 2-03 20039498-6A White Texture with Pink Paint N 5 ND 100 C 20039498-613 White Compound j N j 5 1 ND 100 C N&Chat .scaun Laboratory Analyst Pace 2 of 5 Shanaoa Whitmore Asbestos Lab Supervisor AC = Actinolite AH = Attimal Hair B - Btnder Q = Qt. AM = Arrosite CELL - C.th,t.... C - Calcite T = Tar AN Aathophytlite FG - FAGlass D - Diatoms V - Vermieulite CHRY. Chrysotile MR'. h1i..1 R'onl G. Gypsum CR - Ctocidediee OT - Other M - hfxa TRhI - Tm Ute SYN - Synthetic OR- Oman{, Tr - Trap TL - Tab: OP - Op ND - Nrxu Detected w - W*tLaatooite P - Perlite AERObiolociy LAbORATORy Physical Description of Sample/Layer Homo- geneous /N 780 Simms Steel Asbeetos Detected ASSOCIATES, INCORPORATED Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Sane 104 Client Lab Sam le Number 2-03 Golden, CO, 80404 N Expertise Since 7997 ND M-Xrra 303.232.3746 30 SYN - S5i thetic Certificate of Analysis wwwaerohloloou net ClientName A Healthy Home, LLC ��J® ((��jj Date Collected: 9/18/2020 Street Address 4844 South Parfet St. WV Received: 9/18/2020 City, State ZIP Littleton, CO 80127 UDate TESTING Date Analyzed: 9/21/2020 Ann: Robert Boyd NVLAP Lab Code 200860-0 Date Reported: 9/21/2020 Client Project Name: 10226 / 2868 Benton St. Project ID: 20039498 Test Requested: 3002, Asbestos in Bulk Samples 20039498-713 Yellow Paint with White Compound N Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples Sample Identification Physical Description of Sample/Layer Homo- geneous /N Layer Percentage Asbeetos Detected Asbestos Percentage Non -Asbestos Fiber Percentage Non -Fibrous Material Percentage Matrix Material Composition Client Lab Sam le Number 2-03 20039498-6C White Woven Tape N 2 ND M-Xrra 70 FG 30 SYN - S5i thetic 20039498-61) Wldte Paint With Wldte Compound N 2 CHRY Tr 2CELL 98 C,M 20039498-6E Pink/Tan Drywall N 86 ND 15 CELL 85 G 20039498-7A Light Beige Paint with White Texture N 5 ND 100 C 3-01 20039498-713 Yellow Paint with White Compound N 5 ND 100 C 20039498-7C White Paints N 5 ND 100 B 20039498-71) Off-Wltite Texture N 2 CHRY 3 97 C,M 20039498-7E White/Tan Drywall N 83 ND 20 CELL 80 G 3-02 20039498-8A White Texture with Beige Paint N 10 ND 100 C 20039498-8B White Texture with Green/Yellow Paint N 7 ND 100 C 2sfiehaet Saalm Laboratory Analyst Page 3 of 5 Shaaaaa Whitmore Asbmtos Lab Supervisor Ac = Actinolite AH = Anuiul Hair B = B,eder Q = Qu tz Alt = Am awe CELL = Cellulose C - Calcite T = Tar AN Awhephyllae FG -Fibr Gts D. Diatoms V=t'ermicolite CRAY - c:tn the MR' . hliaeral Reel G - Gyvs CR. Creridelits OT. OlMr M-Xrra TRM - T:v Loe SYN - S5i thetic OR - Orpnic Tr - Tr * TL Tak OF - Opaewt ND = None Det«ted W = R'otlartonite P - Perlite AEROb10[Oqy� LAbORATORy AH = Animal Hair Homo- 780SinnsStreet AM = Amosit. ASSOCIATES, INCORPORATED Non -Asbestos Non -Fibrous Suite 104 FG=Fiwe Glaze Physical Description of Sample/Layer geneous /N Golden, CO, 804404 Asbestos Percentage Expertise Since 1997 Material Percentage Material Composition 303.232.3746 Lab Sample Number n-N-S',whetic Certificate of Analysis www _aerobiolooanet Client Name A Healthy Home, LLC��® CHRY Date Collected: 9/18/2020 Street Address 4844 South Parfet St. GJ Date Received: 9/18/2020 City, State ZIP Littleton, CO 80127 TESTING Date Analyzed: 9/21/2020 Ann: RobertBoyd N LAP Lab Code 200860-0 Date Reported: 9/21/2020 Client Project Name: 10226 / 2868 Benton St. Project ID: 20039498 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart of Put 763, Interim Method for Asbestos in Bulk Insulation Samples Sample Identification AH = Animal Hair Homo- Layer AM = Amosit. CELL - C.2ad e Non -Asbestos Non -Fibrous Matrix FG=Fiwe Glaze Physical Description of Sample/Layer geneous /N Percentage Asbestos Detected Asbestos Percentage Fiber Percents e Material Percentage Material Composition Client Lab Sample Number n-N-S',whetic 20039498 -SC Off -White Texture with White Paint N 23 CHRY 2 ND - X. Det«zed 98 C 3-02 20039498-81) White/Tan Drywall N 60 ND 85 G CELS Off -White Texture with Multicolored 20039498-9A N 15 CHRY 2 98 C Paint Layers 3-03 20039498-913 White/Tan Drywall N 85 ND 90 G CEL0 4-01 20039498-10 Pink/Tan Drywall N 100 ND 20 CELL 80 G 20039498 -IIA White Texture with Beige Paint N 10 ND 100 C 20039498 -IIB White Mesh N 3 ND 98 FG 2 20 0 39 49 8-I IC White Texture with White Paint N 2 ND 100 C 4-02 20039498-11D Off -White Texture with White Paint N 5 CHRY 2 98 C 20039498-11E Off -White Texture with White Paint N 5 CHRY 2 98 C 20039498 -IIF Pink/Tan Drywall N 75 ND 10 CELL 90 G hd:. b..l $calm Laboratory Analyst Page 4 of 5 Shaaaoa R'hitmare Asbestos Lab Sopentisor AC = Actinolite AH = Animal Hair B = Binder Q = Quartz AM = Amosit. CELL - C.2ad e C = Ca{cite T = Tar AN= ehnp3rylhee An FG=Fiwe Glaze D=Diatoms Y'=t'ermientite CPIBY - Ch".tile AM - htlaeral W.1 6 = Gyp. CR - Crocidolite OT - Othar M = Inca T M -Tremolite n-N-S',whetic Olt =Oren Tr - Trx TL - Tak OP - Onaawa ND - X. Det«zed W - W.1taatoaite P - Perlite AERObio1ogy� LAbORATORy 780 Si—Street ASSOCIATES, INCORPORATED suite 104 Golden, CO, 80401 Expertise Since 1997 406.282.4746 Certificate of Analysis wwvd.aerobiologv.net Client Name A Healthy Home, LLC Date Collected: 9/18/2020 Street Address 4844 South Parfet St. Date Received: 9/18/2020 City, State ZIP Littleton, CO 80127 TESTING Date Analyzed: 9/21/2020 Arm Robert Boyd NVLAP Lab Code 200860-0 Date Reported: 9/21/2020 Client Project Name: 10226 / 2868 Benton St. Project ED 20039498 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA 600/R-93/116: Method for Asbestos in Bulk Building Materials, EPA -- 40 CFR Appendix E to Subpart E of Part 763, Interim Method for Asbestos in Bulk Insulation Samples General Notes • ND indicates no asbestos was detected; the method detection limit is 1 %. • Trace or "< 1" indicates asbestos was identified in the sample, but the concentration is less than 1% and cannot be quantified without point counting. • Samples identified as inhomogeneous (more than one layer) are separated into individual layers, and each layer is analyzed and reported separately. • All regulated asbestos minerals (i.e. chrysotile, amosite, crocidolite, anthophyllite, tremolite, and actinolite) were sought in every layer of each sample, but only those asbestos minerals detected are listed. Amosite is the common name for the asbestiform variety of the minerals grunerite. Crocidolite is the common name used for the asbestiform variety of the mineral riebeckite. • Tile, vinyl, foam, plastic, and fine powder samples may contain asbestos fibers of such small diameter (< 0.25 microns in diameter) that these fibers cannot be detected by PLM. For such samples, more sensitive analytical methods (e.g. TEM, SEM, and XRD) are recommended if greater certainty about asbestos content is required. Semi-quantitative bulk TEM floor tile analysis is accepted under NESHAP regulations. • These results are submitted pursuant to Aerobiology Laboratory Associates, Inc.'s current terms and conditions of sale, including the company's standard warranty and limitation of liability provisions. No responsibility or liability is assumed for the manner in which the results are used or interpreted. • Unless notified in writing to return the samples covered by this report, Aerobiology Laboratory Associates, Inc. will store the samples for a minimum period of thirty (30) days before discarding. A shipping and handling charge will be assessed for the return of any samples. • Aerobiology does not guarantee the results of tape lifts, microvacs, wipe, and/or debris samples. Accurate analysis cannot be performed due to particle size, media used, and/or amount of material given. Analysis of these materials should be preformed by a TEM. A result of iVD does not indicate that the sample area does not contain asbestos. It means the analyst could not identify asbestos in the specific sample for the reasons listed above. Notes Required by NVLAP • This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the Federal Government. • This test report relates only to the items tested or calibrated. • This report is not valid unless it bears the name of a NVLAP-approved signatory. • Any reproduction of this document must include the entire document in order for the report to be valid. Paqe 5 of 5 U 11 ALab ECtC9E)i()tCiCi}F �;;' � LAbORATOR}f ASSOC7ATr5, ':=,v2. INC01""Tro Expertise Since 79971HV use: Page of A n 'ELITE �ri�b - , A, CO, FL, GA, VA, NJ qZ, CA, COAZ, CACO, FL , VA GA, NJ, VA Aerobiology Client l Contact C.1tied Coe: Relinquished By/Date: 9 -f � - Reporting Addres Reli uished By at' Received By/Date: Billing Address Sampler Type Andersen SampleAire Omer_ ero rap to u ure Phone/Fax �} 303/— 0 q — p PO#/Job#: 1 oz.z Reporting Email Project Name:, n 1 -Z R 6 3 ,�j"1p V1 Routine 171 H r I Same Day C71 4 Hour2 Hour Notes: SAMPLING L C T(ON ZIP CODE CC Info: Sample No. Test Code Sample Location Total Volume/Area /-0( 3002 1 62- !-03 2_D 3_ 02 I. �- 03 I y e2 1015 lCulture - WATER Legionella LAB USE ONLY� 1017 Culture -SWAB Legionella ). 1—j i 1 1 _ 1010 IWATER - Potable - F nnli/tnW cMfnrmc A:1 AZ Cherry Hill, NJ Las Angeles, CA Ft. Lauderdale, FL 3700 (856)486-1177 (714)895-8401 (954)451-3725 Revsion 12 • provide clean air report to inspector prior to first inspection ON SITE PLANS MUST BE ON SITE FOR INSPECTION .64. City of "rte' W heat Ridge /COMMUNI"iY DEVELOPMENT APPROVED vq d for Coyle Complia BRANDON F 12i7i2020 Plans Examiner Date Validity of im mn: rhe �ssaewr of a pNmlt w apvvow4 of phms spenjkotgae and eomp~vw shag rat be o permit for, w an appavW of, ony nor000a to oay of the provisi m of Me gwidMg code a of aW City wdinMoes. Permhe pffl r ftg to g" awfwlfy to WWM a motel the xwaw of Me.iWift coda W omer an*mfim of the ofy~ no he a" BEDROOM #2 DESIGN CRITERIA INTERNATIONAL RESIDENTIAL CODE (IRC) - 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) - 2018 NATIONAL ELECTRICAL CODE (NEC) - 20X2020 Colorado plumbing code NEW KITCHEN CABINETS FDEMO EXISTING 2030 AND APPLIANCES PER AND INSTALL NEW 2030 OWNER SINGLE HUNG CENTERED IN KITCHEN DEMO EXISTING (PR) 101 265° WINDOWS AND INSTALL NEW 5068 T T SL. GL. DR. KITCHEN Owl I LIVING 1 ROOM— NEW BATHROOM � FIXTURES AS SHOWN o BEDROOM #1 ROD & SHELF o DEMO EXISTING (PR) NEW CL. 2650 WINDOWS AND REPLACE W/ (PR) NEW 2X4 CONSTRUCTION AS 5068 BIPASS 3°5° SINGLE HUNG SHOWN. BASEBOARD AND WINDOWS FINISHES TO MATCH EXISTING BATH 1 `n NEW 2868 6 -PANEL DOOR W/ PRIVACY HARDWARE J6X34 INFILL FIREPLACE OPENING AND FINISH OR o TO MATCH EXISTING ADJACENT fiX.3fi FP S-0" 1 2'-6° 1 S-0" ENCLOSED PORCH MAIN FLOOR DEMO AND CONSTRUCTION PLAN SCALE: 1/4 "-1'-0 NORTH ±�.\L D SOLUTIONS INC. 302 LGM W. qme 373.000.BTr1 7Scala ate 0, 2020 umber e LOOR AND RUCTION le1'-0° Sheet Ne. of 1.0 W W WN W� ZcqLU U O o� O UJ LU m� 00 qz� W 00I N� N 7Scala ate 0, 2020 umber e LOOR AND RUCTION le1'-0° Sheet Ne. of 1.0 DESIGN CRITERIA INTERNATIONAL RESIDENTIAL CODE (IRC) — 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) — 2018 NATIONAL ELECTRICAL CODE (NEC) — 2018 MAIN FLOOR ELECTRICAL AND LIGHTING PLAN SCALE: 1 /4 "-1'-0° NORTH ELECTRICAL LEGEND 0 110V DUPLEX RECEPTACLE Ac 110V DUPLEX RECEPTACLE ABOVE COUNTER GFI 110V DUPLEX RECEPTACLE GROUND FAULT PROTECTED W220 220V RECEPTACLE (YI#I IA PHONE JACK A COMBO PHONE/COAX JACK RECESSED CEILING LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE n n n n WALL MOUNTED LIGHT BAR SWITCH 3 THREE—WAY SWITCH SMOKE DETECTOR — SD INTERCONNECTED AND HARD— WIRED WITH BATTERY BACKUP 0 SMOKE DETECTOR/CO DETECTOR SD/CO E/F EXHAUST FAN City of Wheat Ridge ��D SOLUTIONS INC T. BIGI IN. W O01 plms W3B.T7 W W WN 111 � vJ �0 Z Sheet No. of E1.0 COO O o; a UJ LU N� M� W N Sheet No. of E1.0 MAIN FLOOR DEMO AND CONSTRUCTION PLAN SCALE: 1 /4 "-1'-0" DESIGN CRITERIA INTERNATIONAL RESIDENTIAL CODE (IRC) - 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) - 2018 NATIONAL ELECTRICAL CODE (NEC) - 2018 RAILING LADDER DOWN — LIVING ROOM BELOW RAILING LOFT CONSTRUCTION PLAN SCALE: 1/4 "-1'-0" (r NORTH NORTH ±\l D SOWTIONS INC. 302 LGM W. BMGMN,M 00001 pq s373.000.M7 Drawing Data DEC. 1, 2020 Project Number Sheet Title ADU DEMO AND CONSTRUCTION PLANS Sheet Scale Sheet Na. of A1.1 QO W wo W� 0 O rW v O LU IX 0 UJ N � W M N Drawing Data DEC. 1, 2020 Project Number Sheet Title ADU DEMO AND CONSTRUCTION PLANS Sheet Scale Sheet Na. of A1.1 DESIGN CRITERIA INTERNATIONAL RESIDENTIAL CODE (IRC) — 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) — 2018 NATIONAL ELECTRICAL CODE (NEC) — 2018 LIVING ROOM BELO% LOFT ELECTRICAL AND LIGHTING PLAN SCALE: 1/4 "-1'-0" ��D SOWTIONS INC. 302 LGM W. BMGMN,W 00001 pq s373.000.M7 ELECTRICAL LEGEND 0 110V DUPLEX RECEPTACLE $ SWITCH cFi 110V DUPLEX RECEPTACLESTHREE—WAY W SWITCH GROUND FAULT PROTECTED COO 220 W220V O rW v O SMOKE DETECTOR — RECEPTACLE INTERCONNECTED AND HARD— UJ N � WIRED WITH BATTERY BACKUP A PHONE JACK O SMOKE DETECTOR/CO DETECTOR MI.I W SD/CO COMBO PHONE/COAX JACK E/F EXHAUST FAN CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE DESIGN CRITERIA INTERNATIONAL RESIDENTIAL CODE (IRC) — 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) — 2018 NATIONAL ELECTRICAL CODE (NEC) — 2018 LIVING ROOM BELO% LOFT ELECTRICAL AND LIGHTING PLAN SCALE: 1/4 "-1'-0" ��D SOWTIONS INC. 302 LGM W. BMGMN,W 00001 pq s373.000.M7 Sheet Na. of E1.1 QO I_ W wo W� 0 COO O rW v O O WEllLU� Z �I UJ N � MW MI.I W N Sheet Na. of E1.1 Project Description: Supplementation of the main level floor framing of the existing main structure and of the ADU. Please note - The existing foundation and roof framing systems of this home were not evaluated or inspected as a part of this supplementation design. This design and its recommendations are to repair the items explicitly described in this design. Future performance of the foundation and roof systems is unknown. G PnPrnl NntPc- 1. The structural requirements represent the finished structure. The contractor is responsible for the means and methods of construction. Provide all measures required to protect the structure, workmen, and other persons during construction. 2. All materials, workmanship and methods are to conform to the governing building code. 3. The contractor shall be responsible for temporary bracing to withstand all loads to which the structure may be subjected, including lateral loads, stockpiles of materials and equipment. Such bracing shall be left in place as long as may be required for safety and until all structural framing and diaphragms are in place with connections completed. 4. All dimensions indicated represent finished face. Dimensions are not to be scaled for determination of material takeoffs, lengths or locations. 5. Dimensions derived from architectural drawings provided to McGourty Engineering and /or current site elements. Contractor to field verify all dimensions prior to commencement of construction. Any discrepancy between dimensions identified to be reported to Structural Engineer before proceeding. 6. Substitutions to be made only by the written approval of engineer. Any substitutions made without written approval of the engineer is acceptance of responsibility by the contractor and owner for performance of any changes. 7. Installation observation of all framing is required and must be performed by a representative of this office to verify compliant installation. Contractor will correct any and all deficiencies to achieve compliance. Failure to obtain McGourty Engineering's approval of the installed structure in writing may endanger the success of the home's structural performance and will absolve McGourty Engineering LLC from any and all responsibility for any damages arising from failure to obtain proper installation observation compliance. 8. Future stability of this structure requires continued elimination of water accumulation in the backfill zone of the home (10 ft minimum distance). This is to be made via improvement and maintenance of the grading and drainage systems. 9. The following design is specific to the explicitly listed property address, and may not be used for any other project or intent. This design and evaluation is limited to the items explicitly described herein. No other structural elements have been evaluated, unless specifically identified. SYMBOLS USED: �........ 3 = Foundation element - as indicated. Design Loading: Roof Snow loading = 30 PSF (ASCE7.3) Wind design = 135 MPH (3 second gust)- Exposure C - (ASCE in -town factors)_ -_ = Wood structural elements (LVL, Gluelam or sawn lumber as indicated) Seismic Design Category = Category B Occupant Risk Category = Category III = Steel structural elements (HSS, Wideflange, steel angle) Allowable Soil Pressure = 1,500 psf - Per IRC R401.4.1 Codes Used: ® = 4x6 treated lumber post - secured to member and footing. 2018 IRC - Design performed per IRC301.1.3 Framing: ® = 4x4 treated lumber post 1. All lumber to conform to IBC section 2303.1. 2. All wood structural members to be Hem Fir, No. 2 & Better or Spruce - Pine - Fir No. 1 - 2 - unless noted otherwise. 3. All preservative / pressure treated lumber to be MCA treated or as specified in IBC section 2303.1.9 - Field applied preservatives may be applied at the approval of the engineer. 4. All framing in direct contact with concrete, with less than 18" clearance to soil grade or exposed to the exterior is to be preservative treated. 5. All beams will be attached to support posts or walls with hardware or plates/kickers to resist lateral movement. All support posts will be attached to foundation in (2) locations - min z" dia wedge anchors, to resist lateral movement. Or as indicated. 6. All wood for structural wood framing will be kiln dried, graded in conformance with the National Design Specification for Wood Construction 7. Minimum 3" bearing for all structural members - unless noted otherwise. 8. Simpson Strong -Tie products are specifically required to meet the structural calculations. All framing connectors to be installed per manufacture's recommendations unless otherwise noted. Substitutions in connectors to be made by written approval of this office only. 9. All posts are to bear directly on foundation / structural member or to have squash blocking installed beneath sheathing, in firm contact with the foundation element / structural member. Squash blocking is to be constructed of (3) 2x material or structural composite lumber (LVL, PSL, or LSL) members of the same depth as joists / rafters, placed perpendicular to joist/rafter framing direction. Blocking to be end -nailed or toe -nailed to prevent lateral translation/rotation and be full width of joist/rafter spacing. 10. Anti -roll blocking to be installed between joists, rafters or beams, above all supports, unless approved by engineer in writing or per manufacturer's specifications. 11. Holes for thru-bolts to be made no more than 16" larger than the bolt diameter. 12. All bolts shall have fender washers installed and double nuts, unless noted otherwise or approved by engineer in writing. 13. Notches, cuts, or non -continuous members (studs, posts/columns, beams, joists, headers, stringers, or lintels) are not allowed, unless noted or otherwise approved by engineer in writing. Exception - holes may be drilled in engineered wood (TJI, LVL ,PSL etc..) when in accordance with manufacturers specifications. 14. All nails to be common wire type (minimum 0.131" dia), and minimum installation made per IBC section 2304. 10, unless noted otherwise or approved by McGourty Engineering in writing. 15. All screws / nails for manufactured hangers are to conform to manufacturer's specifications - unless noted otherwise. 16. All connectors exposed to the exterior, with less than 18" clearance to grade, in direct contact with concrete or treated lumber are to be hot -dipped galvanized per ASTM A123. 17. Joists and beams to bear completely in joist hangers, w/ no more than g" separation between joist /beam end and the supporting header -unless otherwise approved by engineer in writing. 18. Built-up (multi -ply) beams / members to be positively attached to one -another: 2 ply = (3) 10d nails @ 12" o.c. one side, 3 & 4 ply = (3) 10d nails @ 12" o.c. One side per ply. Stagger / offset connectors each side by 6" typical unless noted otherwise. 19. All Laminated Veneer Lumber structural members to be Microlam 2.0E grade or Equivalent - unless noted otherwise. 20. McGourty Engineering to review any foundation elements and their reinforcement / installation prior to commencement of framing operations (new construction or as required). Or review installation of framing prior to removal of temporary support structures (remodel or supplementation). McGourty Engineering to be provided 48 hours minimum notice prior to required review. Fminrintinn. 1. Footing to be placed on 95% compacted backfill, undisturbed native soil or as described in a soils report (if applicable) - whichever is more conservative. 2. Maintain sub -grade and fill moisture content prior to foundation placement. 3. Do not place footings or slabs against organic materials or sub -grade containing free water, frost, or ice. 4. Protect soil supporting all existing foundation elements during excavation, forming, and pouring of new footings and stem walls to prevent undermining of the existing structure. Temporary support and shoring of excavation cuts and existing foundation elements may be required and are to be designed by others. Verify requirements with soils engineer. 5. Install z" isolation joint between new slab on grade floor and foundation walls / posts. 6. Install z" dia anchor bolts with 7 in minimum embedment depth into foundation wall concrete, 4 ft maximum spacing between anchors, 12 in maximum distance from end of sill plate run, and minimum of 2 anchors per plate. Connected with a nut and washer typical. ALTERNATE: Install z" dia Simpson Strong -Tie Wedge -All to same requirements. 7. Drain lines or any element exceeding z" in diameter are prohibited inside or beneath any foundation element - unless approved by engineer in writing. 8. Posts to be centered on footings unless noted otherwise or approved by engineer in writing - +/- 1" accuracy allowable. Concrete 1. Compressive strength = 3500 psi at 28 days 2. Cement Type = Type 1/II Sulfate resistive 3. Concrete will have a maximum water to cement ratio of 0.50 and will be air entrained. 4. Provide batch mixing, transportation, placing and curing of concrete in accordance with recommendations of ACI 301 and ACI 318. 5. All concrete placed for footings, columns, walls and buttress elements is to be vibrated to achieve complete consolidation. 6. Honeycomb "rock pockets" up to 1.5" in depth are to be filled w/ SikaTop 123 per manufacturer's specifications. Honeycombs, rock pockets or voids deeper than 1.5" may require removal and replacement of the deficient work product. 7. Concrete footings, stem walls, and foundation walls will be allowed to cure a minimum of 48 hours before any construction loads are applied. Concrete poured in cold weather will be equipped with cold weather protection per ACI requirements during curing 8. Site concrete is prohibited to be connected to any structural element via mechanical connection, rebar doweling or any other means, unless approved by engineer in writing. RPinfnrrPm Pnt 1. Reinforcing steel shall conform to ASTM A615, grade 60 or ASTM A706, Grade 60 for welded reinforcement. Welded wire fabric to conform to ASTM A185. PLEASE NOTE - GR 60 REINFORCEMENT AS REQUIRED CANNOT BE PURCHASED AT HOME DEPOT OR LOWES. NOTIFY ENGINEER IF GR 40 IS REQUIRED AND THE REINFORCEMENT REQUIREMENTS CAN BE UPDATED. 2. Splices of reinforcement will be minimized. Lap splices shall be 48 bar diameters in length.Welded wire fabric to overlap 8 inches minimum in all areas. 3. Reinforcement to be continuous through all corners or provide corner bars to match. 4. Provide all accessories necessary to support reinforcing at positions indicated on the drawings. Provide the following minimum clearances unless noted otherwise: Concrete poured against earth: = 3 inches Concrete poured against forms (exposed to weather or earth) = 2 inches Walls (not exposed to weather) = 3/4 inch - secured to member and footing. BEVEL CUT MEMBER TO MATCH EXISTING ROOF SLOPE. - 3:12 MIN CUT ANTI -ROLL BRACING TOE -NAIL TO BEAM AND TO ADJACENT CEILING JOISTS AT EACH BEARING AND AT 6-0" O.C. MAX. DETAIL A BEVEL CUT INFORMATION SCALE: 3/8" = 1'-0" POINT LOADING FOR SUPPORT OF ASSOCIATED ELEMENT. (3) 2x MATERIAL (MATCHING DEPTH TO FRAMING AS DRAWN) - REQUIRED DIRECTLY BENEATH LOA - TOE -NAIL INTO RIM JOIE AND FACE -NAIL THROUG ADJACENT FLOOR JOIST. ENGINEER TO VERIFY LOCATION DIRECTLY BENEATH POINT LOAD +/ BEARING / FOUNDATION FRAMING PARALLEL TO BEARING ELEMENT nr,T,.Tm T CN "'SING FOR SUPPORT OF ) ELEMENT. FRAMING PERPENDICULAR TO BEARING ELEMENT 3) 2x MATERIAL (MATCHING DEPTH TO RAMING AS DRAWN) - REQUIRED )IRECTLY BENEATH LOADING - 'OE -NAIL INTO EACH ADJACENT FLOOR OIST - FULL WIDTH. ENGINEER TO TERIFY LOCATION DIRECTLY BENEATH 'DINT LOAD +/- 1". IF POINT LOAD 'ALLS MORE THAN 1.5" ON (1) FLOOR OIST - INSTALL BLOCKING ON EACH IDE OF FLOOR JOIST. BEARING / FOUNDATION ELEMENT DETAIL C (D SQUASH BLOCKING DETAIL SCALE: 1/2" = F-0" FACE -NAIL 2x4 BRACE TO EXISTING FRAMING (3) 1 O NAILS MIN. 2x4 @ 45° TYP EACH SIDE. TOE -NAIL (2) 1 O NAILS MIN TO BOTTOM ELEVATION OF BEAM / STRUCTURAL ELEMENT. TYPICAL EACH SIDE AS DRAWN. DETAIL F ANTI -ROLL BRACING DETAIL SCALE: 3/8" = F-0" C" at Wheat Ridge DRAWING SCALED FOR 24" x 36" PRINT At%m McGOURTY ENGINEERING ausan t_ mcuourty r.h Rob H. McGourty RE 2952 S. Fillmore Way Denver, Colorado 80210 Rob@mcgourtyeng.com October 21, 2020 REV 1.0 NIDO LIC, C m 0 :° 50109 j: ON A L cl�C4\ THE INFORMATION PROVIDED IN THIS DOCUMENT IS THE ORIGINAL UNPUBLISHED WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. DUPLICATION, DISCLOSURE OR ANY OTHER USE OF THIS DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER THAN IDENTIFIED. SHEET: GENERAL NOTES z 0 z w w a. a. P4 w� Wo Q� a W u w� �z vor__� a� FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER THAN IDENTIFIED. SHEET: GENERAL NOTES FDenver, URTY ERING Gourty RE ourty RE REMOVAL OF EXISTING NOT IN USE more Way 80210 BRICK FLUE REQUIRED. rado g.comrtyeng.com October 21, 2020 REV 1.0 OO0 Csg�pDO LICF REAR EXIT y yA 50109 FRONT ENTRY DN �c�cS '•.......• '�\��t �A S/ONAIEN EXISTING MODIFIED CEILING FRAMING LIKELY TO REQUIRE ADDITIONAL MEMBERS TO CARRY FINISHES. ��5`I = NON-BEARING ELEMENTS -MAY BE REMOVED THE INFORMATION PROVIDED �P Q WITHOUT STRUCTURAL CONSEQUENCE. IN THIS DOCUMENT IS THE ip ORIGINAL UNPUBLISHED NON ROOF BEARING WALL REMOVAL. WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. 13'-34" = STRUCTURALLY BEARING ELEMENTS - STRUCTURE DUPLICATION, DISCLOSURE TO RECEIVE SUPPLEMENTATION FOR REMOVAL / OR ANY OTHER USE OF THIS MODIFICATIONS PROPOSED. DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. MAIN LEVEL - CEILING PROJECT SCOPE SCALE: 1/8" = F-0" REPLACEMENT OF EXISTING SLOPED FLOOR FRAMING SUPPLEMENTATION OF EXISTINGZI Z 9'_i" Zl� OVER-SPANNED AND INAPPROPRIATELY O 13'-9" 2 SUPPORTED FLOOR FRAMING. I� i 5 i71 F� i mla W i M i ............ .......... w � 9'_622 w 0 Q O MAIN LEVEL - FLOOR FRAMING SUPPLEMENTATION SCOPE SCALE: 1/8" = F-0" 0000 Ir--II O W 00 00 FIELD VERIFY SUPPLEMENTATION TO ALLOW DIMENSIONS FOR TRIMMING OF EXISTING PRIOR TO OUT-OF LEVEL FLOOR JOISTS. CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER tiTHAN IDENTIFIED. LiSHEET: ADU MAIN LEVEL - FLOOR FRAMING SUPPLEMENTATION SCOPE S101 SCALE: 1/8" = F-0" city of Wheat Ridge PROJECT Building Divison SCOPE DRAWING SCALED FOR 24" x 36" PRINT MAIN LEVEL - CEILING FRAME PLAN SCALE: 3/16" = F-0" ROLLBLOCKING 2x6 @ 2�" " f-, f -1f-, "� " 1-1 TT TAT "Tn , T,.Tr NORTH WALL'S P ADDITIONAL REQUIREMENTS: 10 - SUPPLEMENTAL CEILING JOIST 2x6 SAWN @ 16" O.C. MAX - INSTALL WHERE EXISTING CEILING JOISTS ARE NON -CONTINUOUS OR AT A GREATER SPACING THAN 16" O.C.. - BEAR ON EXISTING FRAME WALLS AT EACH END - MUST BE CONTINUOUS. - SEE DETAIL "A" FOR INFORMATION REGARDING ALLOWABLE BEVEL CUT AT BEARING. MAIN LEVEL - FLOOR FRAME PLAN SCALE: 3/8" = F-0" At McGOURTY ENGINEERING ausan t_ mcuourty r.h Rob H. McGourty RE 2952 S. Fillmore Way Denver, Colorado 80210 Rob@mcgourtyeng.com October 21, 2020 REV 1.0 ,gyp ,ND O Ll11 �@,O :° 50109 j: 4Q THE INFORMATION PROVIDED IN THIS DOCUMENT IS THE ORIGINAL UNPUBLISHED WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. DUPLICATION, DISCLOSURE OR ANY OTHER USE OF THIS DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. 08 - FOOTINGS - BEAM 03 30" x 30" x 9" - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION DEPENDING ON EXISTING CRAWLSPACE SLOPES - SEE DETAIL 07. - REINF W/ (5) 26" #4 EA DIRECTION. - TYP (3) LOCATIONS AS DRAWN. NOTE: ** = CONFIRM DIMENSION WITH ASSOCIATED ELEMENTS ON SEPARATE LEVEL. CONTRACTOR TO PROVIDE MEANS FOR ENGINEER TO VERIFY LOAD PATH. CRY of Wheat Ridge DRAWING SCALED FOR 24" x 36" PRINT SHEET: S2100 PROJECT PLAN O ADDITIONAL REQUIREMENTS: h—� 01 - DAMAGED FLOOR JOIST SUPPLEMENT 2x6 SAWN - INSTALL ADJACENT TO EXISTING DAMAGED FLOOR JOISTS - WI RE REQUIRED (ANY FLOOR JOIST WITH MORE THAN if OF MATERIAL LOSS ON ANY SIDE). - FLOOR JOIST SUPPLEMENTS MAY BE NON -CONTINUOUS AT SUPPLEMENTAL BEAMS 02A AND 02B. INSTALL ROLL BLOCKING TO ADJACENT T FLOOR JOISTS AT EACH SUPPORT BEAM. - TO BE INSTALLED IN DIRECT CONTACT WITH THE EXISTING SUBFLOOR - SHIM AS REQUIRED. 02A - FLR EAST SUPPLEMENT NORTH (2) 2x10 SAWN - SUPPORT W/ 4x4 TREATED LUMBER POST AT EAST (SUPPORT ON FOOTINGS DRAWN). - TO BE IN FIRM CONTACT WITH ALL FLOOR JOISTS - SHIM AS REQUIRED. INSTALL ROLL BRACING AT SUPPORT POST. ^^ - - HANG FROM BEAM 03 W/ LUS210-2 HANGERS. 02B - FLR EAST SUPPLEMENT SOUTH (2) 2x10 SAWN INSTALL TYPICAL TO 02A. w - O 03A - EXT WALL BEAM SOUTH T (3) 2x10 SAWN - SUPPORT ON 4x6 TREATED LUMBER POSTS WHERE DRAWN. RECOMMEND (2) POSTS ON FOOTING SHARED WITH BEAM 03B. (1) POST MAY BE INSTALLED - CONSULT ENGINEER FOR REQUIREMENTS OF SINGLE POST INSTALLATION. �TT - INSTALL ROLL BRACING TO THE WEST OF BEAM AT THE SUPPORT POSTS. - REMOVE EXISTING 4x4 "BEAM" AND INSTALL DIRECTLY BENEATH ORIGINAL RIM JOIST AND ORIGINAL EXTERIOR FRAME WALL ABOVE. 0 SHIM TO BE IN FIRM CONTACT WITH ALL FLOOR JOISTS AS REQUIRED. _ - MUST BE CONTINUOUS OVER ALL CANTILEVERED POSTS AND MAIN SPANS. w > 03B -EXT WALL BEAM NORTH (3) 2x10 SAWN U u� N - INSTALL TYPICAL TO BEAM 03A. O 04A - IN -FILL FLOOR JOISTS 2x6 SAWN @ 16" O.C. DIST SUPPLEMENT - HANG FROM INTERMEDIATE BEAMS 04B W/ LUS26 HANGERS. 00 u - INSTALL ROLL BLOCKING @ 24"O.C..C.T THE EXISTING NORTH SIDE RIM JOIST - TOE -NAIL I PLACE - ALTERNATE - RE -INSTALL FLOOR SHEATHING BENEATH NORTH WALL'S BOTTOM PLATE. 00CONTINUOUS N 04B - BEAM - INTERMEDIATE SUPPORT (2) 2x6 SAWN - SUPPORT ON THE EXISTING FOUNDATION WALL AT THE NORTH - SHIM AS NECESSARY. - HANG FROM THE EXISTING (1) 2x6 FLOOR JOIST ON THE INTERMEDIATE FOUNDATION WALL AT THE SOUTH - HANG W/ LUS26-2 HANGERS FIELD VERIFY (HANGER CONNECTS TO HEADER W/ 1.5" SD MANUFACTURED CONNECTOR SCREWS). DIMENSIONS EAST - INSTALL (2) PLACES TYPICAL. PRIOR TO IRECTION - TYP (2) LOCATIONS AS DRAWN. CONSTRUCTION - 07 - FOOTINGS BEAM 02 EAST NOTIFY ENGINEER 22" x 22" x 9" - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION DEPENDING ON EXISTING CRAWLSPACE SLOPES - SEE DETAIL 07. IF FOUND OTHER - REINF W/ (4)18" #4 EA DIRECTION THAN IDENTIFIED. - TYP (2) LOCATIONS AS DRAWN. 08 - FOOTINGS - BEAM 03 30" x 30" x 9" - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION DEPENDING ON EXISTING CRAWLSPACE SLOPES - SEE DETAIL 07. - REINF W/ (5) 26" #4 EA DIRECTION. - TYP (3) LOCATIONS AS DRAWN. NOTE: ** = CONFIRM DIMENSION WITH ASSOCIATED ELEMENTS ON SEPARATE LEVEL. CONTRACTOR TO PROVIDE MEANS FOR ENGINEER TO VERIFY LOAD PATH. CRY of Wheat Ridge DRAWING SCALED FOR 24" x 36" PRINT SHEET: S2100 PROJECT PLAN ADU MAIN LEVEL - FLOOR FRAME PLAN SCALE: 3/16" = F-0" ADDITIONAL REQUIREMENTS: 05 - TRIMMED FLOOR JOIST MODIFIED 7.25" LVL - SEE DETAIL 05 - MODIFIED FLOOR JOISTS TO BE INSTALLED TO ALLOW FOR TRIMMING OF 2" FROM THE EXISTING FLOOR JOIST FOR AESTHETIC RE -LEVELING OF THE MAIN LEVEL FLOOR IN THE AREA IDENTIFIED. - BEAR ON THE FOUNDATION WALLS AT THE NORTH AND SOUTH AS BEAM 06 ON THE INTERIOR. - SEE DETAIL 05 - FOR INSTALLATION REQUIREMENTS. 06 - SPAN REDUCING BEAM (2) 2x8 TREATED - SUPPORT ON 4x4 TREATED POSTS - BEAMS MAY BE SET DIRECTLY IN FOOTINGS - SEE DETAIL 05 - FOR INSTALLATION REQUIREMENTS. 09 - FOOTINGS - BEAM 06 20" x 20" x 9" REINF W/ (3) 16" #4 EA DIRECTION - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION. - TYP (2) LOCATIONS AS DRAWN PROPOSED FLOOR JOIST TO HAVE FULL BEARING FROM EXISTING EXTERIOR WALL FRAMING. NOTCH OF EXISTING FLOOR JOISTS DESIRED. At McGOURTY ENGINEERING ausan t_ mcuourty r.h Rob H. McGourty RE 2952 S. Fillmore Way Denver, Colorado 80210 Rob@mcgourtyeng.com October 21, 2020 REV 1.0 �,p,D Q L lll� @' :° 50109 j: 4Q THE INFORMATION PROVIDED IN THIS DOCUMENT IS THE ORIGINAL UNPUBLISHED WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. DUPLICATION, DISCLOSURE OR ANY OTHER USE OF THIS DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. INSTALL ROLL / SQUASH BLOCKING FOR - EACH FLOOR JOIST SUPPLEMENTED. 06 - SPAN REDUCING BEAM (2) 2x8 TREATED UPLIFT FROM ROOT SYSTEM VAPOR BARRIER OR h� OVER -EXCAVATION REQUIRED FOR 00 LOW CLEARANCE. 09 FOOTINGS BEAM 06 20" x 20" x 9" REINF W/ (3) 16" #4 EA DIRECTION TYP (2) LOCATIONS SECTION 05 W SUPPLEMENT INSTALLATION SCALE: 3/8" = F-0" ^� 2.. �C 05 - TRIMMED FLOOR JOIST N MODIFIED 7.25" LVL O ROLL BLOCKING h� 02B - FLR EAST SUPPLEMENT SOUTH \471"(2) 2x10 SAWN O SECTION 05A > U FLOOR JOIST CUT u 6" BOTTOM OF FOOTING ELEVATION TO BE MADE SCALE: 3/8" = F-0" u LOWER AS REQUIRED TO MAINTAIN MAXIMUM O 7� SOIL ANGLE AS DRAWN. �+ . N TOP OF EXISTING SOIL TO BE MADE LESS THAN THE TOP OF THE EXISTING FOOTING AS DRAWN. / 1._:..:.:•.: Y.. V .:.-ONO M EXISTING BASEMENT ELEVATION SECTION 07 FOOTING ON UN -RETAINED SOIL SCALE: 3/8" = F-0" Wheat Ridge DRAWING SCALED FOR 24" x 36" PRINT FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER THAN IDENTIFIED. SHEET: S2101 PROJECT PLAN AND SECTIONS Project Description: Supplementation of the main level floor framing of the existing main structure and of the ADU. Please note - The existing foundation and roof framing systems of this home were not evaluated or inspected as a part of this supplementation design. This design and its recommendations are to repair the items explicitly described in this design. Future performance of the foundation and roof systems is unknown. G PnPrnl NntPc- 1. The structural requirements represent the finished structure. The contractor is responsible for the means and methods of construction. Provide all measures required to protect the structure, workmen, and other persons during construction. 2. All materials, workmanship and methods are to conform to the governing building code. 3. The contractor shall be responsible for temporary bracing to withstand all loads to which the structure may be subjected, including lateral loads, stockpiles of materials and equipment. Such bracing shall be left in place as long as may be required for safety and until all structural framing and diaphragms are in place with connections completed. 4. All dimensions indicated represent finished face. Dimensions are not to be scaled for determination of material takeoffs, lengths or locations. 5. Dimensions derived from architectural drawings provided to McGourty Engineering and /or current site elements. Contractor to field verify all dimensions prior to commencement of construction. Any discrepancy between dimensions identified to be reported to Structural Engineer before proceeding. 6. Substitutions to be made only by the written approval of engineer. Any substitutions made without written approval of the engineer is acceptance of responsibility by the contractor and owner for performance of any changes. 7. Installation observation of all framing is required and must be performed by a representative of this office to verify compliant installation. Contractor will correct any and all deficiencies to achieve compliance. Failure to obtain McGourty Engineering's approval of the installed structure in writing may endanger the success of the home's structural performance and will absolve McGourty Engineering LLC from any and all responsibility for any damages arising from failure to obtain proper installation observation compliance. 8. Future stability of this structure requires continued elimination of water accumulation in the backfill zone of the home (10 ft minimum distance). This is to be made via improvement and maintenance of the grading and drainage systems. 9. The following design is specific to the explicitly listed property address, and may not be used for any other project or intent. This design and evaluation is limited to the items explicitly described herein. No other structural elements have been evaluated, unless specifically identified. SYMBOLS USED: �........ 3 = Foundation element - as indicated. Design Loading: Roof Snow loading = 30 PSF (ASCE7.3) Wind design = 135 MPH (3 second gust)- Exposure C - (ASCE in -town factors)_ -_ = Wood structural elements (LVL, Gluelam or sawn lumber as indicated) Seismic Design Category = Category B Occupant Risk Category = Category III = Steel structural elements (HSS, Wideflange, steel angle) Allowable Soil Pressure = 1,500 psf - Per IRC R401.4.1 Codes Used: ® = 4x6 treated lumber post - secured to member and footing. 2018 IRC - Design performed per IRC301.1.3 Framing: ® = 4x4 treated lumber post 1. All lumber to conform to IBC section 2303.1. 2. All wood structural members to be Hem Fir, No. 2 & Better or Spruce - Pine - Fir No. 1 - 2 - unless noted otherwise. 3. All preservative / pressure treated lumber to be MCA treated or as specified in IBC section 2303.1.9 - Field applied preservatives may be applied at the approval of the engineer. 4. All framing in direct contact with concrete, with less than 18" clearance to soil grade or exposed to the exterior is to be preservative treated. 5. All beams will be attached to support posts or walls with hardware or plates/kickers to resist lateral movement. All support posts will be attached to foundation in (2) locations - min z" dia wedge anchors, to resist lateral movement. Or as indicated. 6. All wood for structural wood framing will be kiln dried, graded in conformance with the National Design Specification for Wood Construction 7. Minimum 3" bearing for all structural members - unless noted otherwise. 8. Simpson Strong -Tie products are specifically required to meet the structural calculations. All framing connectors to be installed per manufacture's recommendations unless otherwise noted. Substitutions in connectors to be made by written approval of this office only. 9. All posts are to bear directly on foundation / structural member or to have squash blocking installed beneath sheathing, in firm contact with the foundation element / structural member. Squash blocking is to be constructed of (3) 2x material or structural composite lumber (LVL, PSL, or LSL) members of the same depth as joists / rafters, placed perpendicular to joist/rafter framing direction. Blocking to be end -nailed or toe -nailed to prevent lateral translation/rotation and be full width of joist/rafter spacing. 10. Anti -roll blocking to be installed between joists, rafters or beams, above all supports, unless approved by engineer in writing or per manufacturer's specifications. 11. Holes for thru-bolts to be made no more than 16" larger than the bolt diameter. 12. All bolts shall have fender washers installed and double nuts, unless noted otherwise or approved by engineer in writing. 13. Notches, cuts, or non -continuous members (studs, posts/columns, beams, joists, headers, stringers, or lintels) are not allowed, unless noted or otherwise approved by engineer in writing. Exception - holes may be drilled in engineered wood (TJI, LVL ,PSL etc..) when in accordance with manufacturers specifications. 14. All nails to be common wire type (minimum 0.131" dia), and minimum installation made per IBC section 2304. 10, unless noted otherwise or approved by McGourty Engineering in writing. 15. All screws / nails for manufactured hangers are to conform to manufacturer's specifications - unless noted otherwise. 16. All connectors exposed to the exterior, with less than 18" clearance to grade, in direct contact with concrete or treated lumber are to be hot -dipped galvanized per ASTM A123. 17. Joists and beams to bear completely in joist hangers, w/ no more than g" separation between joist /beam end and the supporting header -unless otherwise approved by engineer in writing. 18. Built-up (multi -ply) beams / members to be positively attached to one -another: 2 ply = (3) 10d nails @ 12" o.c. one side, 3 & 4 ply = (3) 10d nails @ 12" o.c. One side per ply. Stagger / offset connectors each side by 6" typical unless noted otherwise. 19. All Laminated Veneer Lumber structural members to be Microlam 2.0E grade or Equivalent - unless noted otherwise. 20. McGourty Engineering to review any foundation elements and their reinforcement / installation prior to commencement of framing operations (new construction or as required). Or review installation of framing prior to removal of temporary support structures (remodel or supplementation). McGourty Engineering to be provided 48 hours minimum notice prior to required review. Fminrintinn. 1. Footing to be placed on 95% compacted backfill, undisturbed native soil or as described in a soils report (if applicable) - whichever is more conservative. 2. Maintain sub -grade and fill moisture content prior to foundation placement. 3. Do not place footings or slabs against organic materials or sub -grade containing free water, frost, or ice. 4. Protect soil supporting all existing foundation elements during excavation, forming, and pouring of new footings and stem walls to prevent undermining of the existing structure. Temporary support and shoring of excavation cuts and existing foundation elements may be required and are to be designed by others. Verify requirements with soils engineer. 5. Install z" isolation joint between new slab on grade floor and foundation walls / posts. 6. Install z" dia anchor bolts with 7 in minimum embedment depth into foundation wall concrete, 4 ft maximum spacing between anchors, 12 in maximum distance from end of sill plate run, and minimum of 2 anchors per plate. Connected with a nut and washer typical. ALTERNATE: Install z" dia Simpson Strong -Tie Wedge -All to same requirements. 7. Drain lines or any element exceeding z" in diameter are prohibited inside or beneath any foundation element - unless approved by engineer in writing. 8. Posts to be centered on footings unless noted otherwise or approved by engineer in writing - +/- 1" accuracy allowable. Concrete 1. Compressive strength = 3500 psi at 28 days 2. Cement Type = Type 1/II Sulfate resistive 3. Concrete will have a maximum water to cement ratio of 0.50 and will be air entrained. 4. Provide batch mixing, transportation, placing and curing of concrete in accordance with recommendations of ACI 301 and ACI 318. 5. All concrete placed for footings, columns, walls and buttress elements is to be vibrated to achieve complete consolidation. 6. Honeycomb "rock pockets" up to 1.5" in depth are to be filled w/ SikaTop 123 per manufacturer's specifications. Honeycombs, rock pockets or voids deeper than 1.5" may require removal and replacement of the deficient work product. 7. Concrete footings, stem walls, and foundation walls will be allowed to cure a minimum of 48 hours before any construction loads are applied. Concrete poured in cold weather will be equipped with cold weather protection per ACI requirements during curing 8. Site concrete is prohibited to be connected to any structural element via mechanical connection, rebar doweling or any other means, unless approved by engineer in writing. RPinfnrrPm Pnt 1. Reinforcing steel shall conform to ASTM A615, grade 60 or ASTM A706, Grade 60 for welded reinforcement. Welded wire fabric to conform to ASTM A185. PLEASE NOTE - GR 60 REINFORCEMENT AS REQUIRED CANNOT BE PURCHASED AT HOME DEPOT OR LOWES. NOTIFY ENGINEER IF GR 40 IS REQUIRED AND THE REINFORCEMENT REQUIREMENTS CAN BE UPDATED. 2. Splices of reinforcement will be minimized. Lap splices shall be 48 bar diameters in length.Welded wire fabric to overlap 8 inches minimum in all areas. 3. Reinforcement to be continuous through all corners or provide corner bars to match. 4. Provide all accessories necessary to support reinforcing at positions indicated on the drawings. Provide the following minimum clearances unless noted otherwise: Concrete poured against earth: = 3 inches Concrete poured against forms (exposed to weather or earth) = 2 inches Walls (not exposed to weather) = 3/4 inch - secured to member and footing. BEVEL CUT MEMBER TO MATCH EXISTING ROOF SLOPE. - 3:12 MIN CUT ANTI -ROLL BRACING TOE -NAIL TO BEAM AND TO ADJACENT CEILING JOISTS AT EACH BEARING AND AT 6-0" O.C. MAX. DETAIL A BEVEL CUT INFORMATION SCALE: 3/8" = 1'-0" POINT LOADING FOR SUPPORT OF ASSOCIATED ELEMENT. (3) 2x MATERIAL (MATCHING DEPTH TO FRAMING AS DRAWN) - REQUIRED DIRECTLY BENEATH LOA - TOE -NAIL INTO RIM JOIE AND FACE -NAIL THROUG ADJACENT FLOOR JOIST. ENGINEER TO VERIFY LOCATION DIRECTLY BENEATH POINT LOAD +/ BEARING / FOUNDATION FRAMING PARALLEL TO BEARING ELEMENT nr,T,.Tm T CN "'SING FOR SUPPORT OF ) ELEMENT. FRAMING PERPENDICULAR TO BEARING ELEMENT 3) 2x MATERIAL (MATCHING DEPTH TO RAMING AS DRAWN) - REQUIRED )IRECTLY BENEATH LOADING - 'OE -NAIL INTO EACH ADJACENT FLOOR OIST - FULL WIDTH. ENGINEER TO TERIFY LOCATION DIRECTLY BENEATH 'DINT LOAD +/- 1". IF POINT LOAD 'ALLS MORE THAN 1.5" ON (1) FLOOR OIST - INSTALL BLOCKING ON EACH IDE OF FLOOR JOIST. BEARING / FOUNDATION ELEMENT DETAIL C (D SQUASH BLOCKING DETAIL SCALE: 1/2" = F-0" FACE -NAIL 2x4 BRACE TO EXISTING FRAMING (3) 1 O NAILS MIN. 2x4 @ 45° TYP EACH SIDE. TOE -NAIL (2) 1 O NAILS MIN TO BOTTOM ELEVATION OF BEAM / STRUCTURAL ELEMENT. TYPICAL EACH SIDE AS DRAWN. DETAIL F ANTI -ROLL BRACING DETAIL SCALE: 3/8" = F-0" C" of Wheat Ridge DRAWING SCALED FOR 24" x 36" PRINT At%m McGOURTY ENGINEERING ausan t_ mcuourty r.h Rob H. McGourty RE 2952 S. Fillmore Way Denver, Colorado 80210 Rob@mcgourtyeng.com October 21, 2020 REV 1.0 NIDO LIC, C m 0 :° 50109 j:ON A L cl�C4\ THE INFORMATION PROVIDED IN THIS DOCUMENT IS THE ORIGINAL UNPUBLISHED WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. DUPLICATION, DISCLOSURE OR ANY OTHER USE OF THIS DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER THAN IDENTIFIED. SHEET: GENERAL NOTES z 0 z w w a. a. P4 w� Wo Q� a W u w� �z vor__� a� FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER THAN IDENTIFIED. SHEET: GENERAL NOTES FDenver, URTY ERING Gourty RE ourty RE REMOVAL OF EXISTING NOT IN USE more Way 80210 BRICK FLUE REQUIRED. rado g.comrtyeng.com October 21, 2020 REV 1.0 OO0 Csg�pDO LICF REAR EXIT y yA 50109 FRONT ENTRY DN �c�cS '•.......• '�\��t �A S/ONAIEN EXISTING MODIFIED CEILING FRAMING LIKELY TO REQUIRE ADDITIONAL MEMBERS TO CARRY FINISHES. ��5`I = NON-BEARING ELEMENTS -MAY BE REMOVED THE INFORMATION PROVIDED �P Q WITHOUT STRUCTURAL CONSEQUENCE. IN THIS DOCUMENT IS THE ip ORIGINAL UNPUBLISHED NON ROOF BEARING WALL REMOVAL. WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. 13'-34" = STRUCTURALLY BEARING ELEMENTS - STRUCTURE DUPLICATION, DISCLOSURE TO RECEIVE SUPPLEMENTATION FOR REMOVAL / OR ANY OTHER USE OF THIS MODIFICATIONS PROPOSED. DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. MAIN LEVEL - CEILING PROJECT SCOPE SCALE: 1/8" = F-0" REPLACEMENT OF EXISTING SLOPED FLOOR FRAMING SUPPLEMENTATION OF EXISTINGZI Z 9'_i" Zl� OVER-SPANNED AND INAPPROPRIATELY O 13'-9" 2 SUPPORTED FLOOR FRAMING. I� i 5 i71 F� i mla W i M i ............ .......... w � 9'_622 w 0 Q O MAIN LEVEL - FLOOR FRAMING SUPPLEMENTATION SCOPE SCALE: 1/8" = F-0" 0000 Ir--II O W 00 00 FIELD VERIFY SUPPLEMENTATION TO ALLOW DIMENSIONS FOR TRIMMING OF EXISTING PRIOR TO OUT-OF LEVEL FLOOR JOISTS. CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER tiTHAN IDENTIFIED. LiSHEET: ADU MAIN LEVEL - FLOOR FRAMING SUPPLEMENTATION SCOPE S101 SCALE: 1/8" = F-0" CRD of Wheat Ridge PROJECT Buildings,, SCOPE DRAWING SCALED FOR 24" x 36" PRINT MAIN LEVEL - CEILING FRAME PLAN SCALE: 3/16" = F-0" ROLLBLOCKING 2x6 @ 2�" " f-, f -1f-, "� " 1-1 TT TAT "Tn , T,.Tr NORTH WALL'S P ADDITIONAL REQUIREMENTS: 10 - SUPPLEMENTAL CEILING JOIST 2x6 SAWN @ 16" O.C. MAX - INSTALL WHERE EXISTING CEILING JOISTS ARE NON -CONTINUOUS OR AT A GREATER SPACING THAN 16" O.C.. - BEAR ON EXISTING FRAME WALLS AT EACH END - MUST BE CONTINUOUS. - SEE DETAIL "A" FOR INFORMATION REGARDING ALLOWABLE BEVEL CUT AT BEARING. MAIN LEVEL - FLOOR FRAME PLAN SCALE: 3/8" = F-0" At McGOURTY ENGINEERING ausan t_ mcuourty r.h Rob H. McGourty RE 2952 S. Fillmore Way Denver, Colorado 80210 Rob@mcgourtyeng.com October 21, 2020 REV 1.0 ,gyp ,ND O Ll11 �@, :° 50109 j: 4Q THE INFORMATION PROVIDED IN THIS DOCUMENT IS THE ORIGINAL UNPUBLISHED WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. DUPLICATION, DISCLOSURE OR ANY OTHER USE OF THIS DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. 08 - FOOTINGS - BEAM 03 30" x 30" x 9" - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION DEPENDING ON EXISTING CRAWLSPACE SLOPES - SEE DETAIL 07. - REINF W/ (5) 26" #4 EA DIRECTION. - TYP (3) LOCATIONS AS DRAWN. NOTE: ** = CONFIRM DIMENSION WITH ASSOCIATED ELEMENTS ON SEPARATE LEVEL. CONTRACTOR TO PROVIDE MEANS FOR ENGINEER TO VERIFY LOAD PATH. CRY of Wheat Ridge ifding DRAWING SCALED FOR 24" x 36" PRINT SHEET: S2100 PROJECT PLAN O ADDITIONAL REQUIREMENTS: h—� 01 - DAMAGED FLOOR JOIST SUPPLEMENT 2x6 SAWN - INSTALL ADJACENT TO EXISTING DAMAGED FLOOR JOISTS - WI RE REQUIRED (ANY FLOOR JOIST WITH MORE THAN if OF MATERIAL LOSS ON ANY SIDE). - FLOOR JOIST SUPPLEMENTS MAY BE NON -CONTINUOUS AT SUPPLEMENTAL BEAMS 02A AND 02B. INSTALL ROLL BLOCKING TO ADJACENT T FLOOR JOISTS AT EACH SUPPORT BEAM. - TO BE INSTALLED IN DIRECT CONTACT WITH THE EXISTING SUBFLOOR - SHIM AS REQUIRED. 02A - FLR EAST SUPPLEMENT NORTH (2) 2x10 SAWN - SUPPORT W/ 4x4 TREATED LUMBER POST AT EAST (SUPPORT ON FOOTINGS DRAWN). - TO BE IN FIRM CONTACT WITH ALL FLOOR JOISTS - SHIM AS REQUIRED. INSTALL ROLL BRACING AT SUPPORT POST. ^^ - - HANG FROM BEAM 03 W/ LUS210-2 HANGERS. 02B - FLR EAST SUPPLEMENT SOUTH (2) 2x10 SAWN INSTALL TYPICAL TO 02A. w - O 03A - EXT WALL BEAM SOUTH T (3) 2x10 SAWN - SUPPORT ON 4x6 TREATED LUMBER POSTS WHERE DRAWN. RECOMMEND (2) POSTS ON FOOTING SHARED WITH BEAM 03B. (1) POST MAY BE INSTALLED - CONSULT ENGINEER FOR REQUIREMENTS OF SINGLE POST INSTALLATION. �TT - INSTALL ROLL BRACING TO THE WEST OF BEAM AT THE SUPPORT POSTS. - REMOVE EXISTING 4x4 "BEAM" AND INSTALL DIRECTLY BENEATH ORIGINAL RIM JOIST AND ORIGINAL EXTERIOR FRAME WALL ABOVE. 0 SHIM TO BE IN FIRM CONTACT WITH ALL FLOOR JOISTS AS REQUIRED. _ - MUST BE CONTINUOUS OVER ALL CANTILEVERED POSTS AND MAIN SPANS. w > 03B -EXT WALL BEAM NORTH (3) 2x10 SAWN U u� N - INSTALL TYPICAL TO BEAM 03A. O 04A - IN -FILL FLOOR JOISTS 2x6 SAWN @ 16" O.C. DIST SUPPLEMENT - HANG FROM INTERMEDIATE BEAMS 04B W/ LUS26 HANGERS. 00 u - INSTALL ROLL BLOCKING @ 24"O.C..C.T THE EXISTING NORTH SIDE RIM JOIST - TOE -NAIL I PLACE - ALTERNATE - RE -INSTALL FLOOR SHEATHING BENEATH NORTH WALL'S BOTTOM PLATE. 00CONTINUOUS N 04B - BEAM - INTERMEDIATE SUPPORT (2) 2x6 SAWN - SUPPORT ON THE EXISTING FOUNDATION WALL AT THE NORTH - SHIM AS NECESSARY. - HANG FROM THE EXISTING (1) 2x6 FLOOR JOIST ON THE INTERMEDIATE FOUNDATION WALL AT THE SOUTH - HANG W/ LUS26-2 HANGERS FIELD VERIFY (HANGER CONNECTS TO HEADER W/ 1.5" SD MANUFACTURED CONNECTOR SCREWS). DIMENSIONS EAST - INSTALL (2) PLACES TYPICAL. PRIOR TO IRECTION - TYP (2) LOCATIONS AS DRAWN. CONSTRUCTION - 07 - FOOTINGS BEAM 02 EAST NOTIFY ENGINEER 22" x 22" x 9" - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION DEPENDING ON EXISTING CRAWLSPACE SLOPES - SEE DETAIL 07. IF FOUND OTHER - REINF W/ (4)18" #4 EA DIRECTION THAN IDENTIFIED. - TYP (2) LOCATIONS AS DRAWN. 08 - FOOTINGS - BEAM 03 30" x 30" x 9" - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION DEPENDING ON EXISTING CRAWLSPACE SLOPES - SEE DETAIL 07. - REINF W/ (5) 26" #4 EA DIRECTION. - TYP (3) LOCATIONS AS DRAWN. NOTE: ** = CONFIRM DIMENSION WITH ASSOCIATED ELEMENTS ON SEPARATE LEVEL. CONTRACTOR TO PROVIDE MEANS FOR ENGINEER TO VERIFY LOAD PATH. CRY of Wheat Ridge ifding DRAWING SCALED FOR 24" x 36" PRINT SHEET: S2100 PROJECT PLAN ADU MAIN LEVEL - FLOOR FRAME PLAN SCALE: 3/16" = F-0" ADDITIONAL REQUIREMENTS: 05 - TRIMMED FLOOR JOIST MODIFIED 7.25" LVL - SEE DETAIL 05 - MODIFIED FLOOR JOISTS TO BE INSTALLED TO ALLOW FOR TRIMMING OF 2" FROM THE EXISTING FLOOR JOIST FOR AESTHETIC RE -LEVELING OF THE MAIN LEVEL FLOOR IN THE AREA IDENTIFIED. - BEAR ON THE FOUNDATION WALLS AT THE NORTH AND SOUTH AS BEAM 06 ON THE INTERIOR. - SEE DETAIL 05 - FOR INSTALLATION REQUIREMENTS. 06 - SPAN REDUCING BEAM (2) 2x8 TREATED - SUPPORT ON 4x4 TREATED POSTS - BEAMS MAY BE SET DIRECTLY IN FOOTINGS - SEE DETAIL 05 - FOR INSTALLATION REQUIREMENTS. 09 - FOOTINGS - BEAM 06 20" x 20" x 9" REINF W/ (3) 16" #4 EA DIRECTION - BEAR ON UNDISTURBED SOIL - MAY REQUIRE OVER -EXCAVATION. - TYP (2) LOCATIONS AS DRAWN PROPOSED FLOOR JOIST TO HAVE FULL BEARING FROM EXISTING EXTERIOR WALL FRAMING. NOTCH OF EXISTING FLOOR JOISTS DESIRED. At McGOURTY ENGINEERING ausan t_ mcuourty r.h Rob H. McGourty RE 2952 S. Fillmore Way Denver, Colorado 80210 Rob@mcgourtyeng.com October 21, 2020 REV 1.0 �,p,D Q L lll� @' :° 50109 j: 4Q THE INFORMATION PROVIDED IN THIS DOCUMENT IS THE ORIGINAL UNPUBLISHED WORK AND INTELECTUAL PROPERTY OF MCGOURTY ENGINEERING LLC. DUPLICATION, DISCLOSURE OR ANY OTHER USE OF THIS DOCUMENT WITHOUT WRITTEN CONSENT OF MCGOURTY ENGINEERING IS PROHIBITED. INSTALL ROLL / SQUASH BLOCKING FOR - EACH FLOOR JOIST SUPPLEMENTED. 06 - SPAN REDUCING BEAM (2) 2x8 TREATED UPLIFT FROM ROOT SYSTEM VAPOR BARRIER OR h� OVER -EXCAVATION REQUIRED FOR 00 LOW CLEARANCE. 09 FOOTINGS BEAM 06 20" x 20" x 9" REINF W/ (3) 16" #4 EA DIRECTION TYP (2) LOCATIONS SECTION 05 W SUPPLEMENT INSTALLATION SCALE: 3/8" = F-0" ^� 2.. �C 05 - TRIMMED FLOOR JOIST N MODIFIED 7.25" LVL O ROLL BLOCKING h� 02B - FLR EAST SUPPLEMENT SOUTH \471"(2) 2x10 SAWN O SECTION 05A > U FLOOR JOIST CUT u 6" BOTTOM OF FOOTING ELEVATION TO BE MADE SCALE: 3/8" = F-0" u LOWER AS REQUIRED TO MAINTAIN MAXIMUM O 7� SOIL ANGLE AS DRAWN. �+ . N TOP OF EXISTING SOIL TO BE MADE LESS THAN THE TOP OF THE EXISTING FOOTING AS DRAWN. / 1._:..:.:•.: Y.. V .:.-ONO M EXISTING BASEMENT ELEVATION SECTION 07 FOOTING ON UN -RETAINED SOIL SCALE: 3/8" = F-0" Wheat Ridge ild;ng DRAWING SCALED FOR 24" x 36" PRINT FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER THAN IDENTIFIED. SHEET: S2101 PROJECT PLAN AND SECTIONS 9s C' � --his _5 f Atv%wm� :;7 O U R T Y viCCOURTY F:A"tONFATING I.I,C. q� � / t Susan C. Mc(jomty N I - Roburt IL McGourty VA--- IS G ?,I861 offl'Strcel - I)etivcr. Colorado 8021 Col�r�d s s Tru5t0d o 3036912069 Fi -roil: Rob(a mcgaartymzg.com StruCtUral Engineering Firm eEww.tttc;?;ourtgcny:.aom Design Revision and Installation Observation Summary Date: February 1, 2021 Client: Nicholas Hanley housecallsderiver&Dhotmail.com Re: 2868 Benton St — Installation Observation and Design Revision 60 2- --/ --I--/ McGourty Engineering visited the above mentioned properly address on January 29" 2021, to observe the installation of structural systems as identified in drawings developed by this office titled: House Calls Denver Main Level Floor Supplementation 2868 Benton St. Wheat Ridge, CO 80214 Dated: October 21, 2020 The design intent was to supplement only the main level floor framing at the main structure and the ADU. No other elements (roof framing. Foundation system) were evaluated or inspected as a part of this structural scope — future performance of the roof and foundation systems is unknown. Desi= Revision: d he structural modification drawings are to be revises as follows: 1) 03A — Ext Wall Beam South and 03B — Ext Wall Beam North may be installed as: (3) 1.75" x 7.25" LVL — 2.0E This beam was evaluated to be equivalent to the member identified on plan. No notching of the beam permitted. All other installation requirements to remain as identified on the plan. Installation Observation: A) Footing dimension, location and reinforcement. The (5) footings for the main level (main structure) as well as the (2) footings in the ADU were observed to be in general conformance with the design intent. No other items were observed at the time of the site visit. Note: This installation observation is limited to the items identified in the above referenced design and explicitly described above. McGourty Engineering accepts no responsibility for any changes made without instruction from this office or after leaving the job site. 6�,pCiO Lt Prepared by: Robert H. McGourty, P.E. , :. �A• A4 Reviewed by: Susan C. McGourty, P.E. �`<c,` 2-1-21 OCA. :0 50109 M. a !•Qz 4G 0NAi1�Ut ENGINEERING *41L ENVIRONMENTAL TEM Micro -Vac Inspection Report SFRD: 2868 Benton St. Wheat Ridge, CO 80214 ,on Date: 02111/2021 for inspection: Suspect Contamination J1.4374 pared for: New & Benton St. ,at Ridge, CO 80214 Pr pared by: Re Environmental C PHE AMS & Asbestos Inspector CERT# 20216 P.O. Box 440594 Aurora. CO 80044 V. Rexenvronm ental, com 500-2986 Client, Environmental was pleased to be contracted and authorized to perform an asbestos micro -vac survey for single-family residential dwelling. This survey was conducted for the purpose of identifying the presence of !stos fibers past contained areas in the areas of the building/home that was part of the scope of work municated to Rex Environmental as required by state and/or federal agencies. The survey was performed by gado Department of Public Health and Environment (CDPHE) certified asbestos inspector and in compliance applicable federal, state and local regulatory laws. Method used "Micro -vacuum Sampling and Indirect ysis of Dust by Transmission Electron Microscopy" ASTM5755 1. Sample collected in the Kitchen. Sample non -detect 2. Sample collected in the Living room. Sample non -detect 3. Sample collected in the Porch. Sample non -detect 4. Sample collected in the bathroom I . non -detect MICRO -VAC SAMPLES COLLECTED AT THE ABOVE REFERENCED PROPERTY WERE NEGATIVE FOR ASBESTOS. NO ASBESTOS WAS FOUND IN SAMPLES COLLECTED DURING INSPECTION. rse see the attached copy oi'the limited asbestos micro -vac survey report for detailed inibrmation on survey perrormed. Environmental greatly appreciates the opportunity to be your environmental consulting company. se feel free to call with any questions, concerns or additional assistance regarding this report. ie Iniguez [hied Inspector Envirorunental II. III. IV. Table of Contents Introduction TEM Air Sample Table Micro -Vac Sample Table Photo Log of Samples Collected Photo Log of Sampled Areas Recommendations Major & Minor Asbestos Spill Response Actions Asbestos Inspection Limitations Appendix A Firm Certificate Appendix B Analytical Data 1 2 3 4 1 2 3 4 BLANK II. TEM AIR SAMPLES PCM CASSETTE PCM CASSETTE KITCHEN LIVING ROOM III. MICRO -VAC SAMPLING TABLE Micro -vac Dust PORCH Micro -vac Dust BATHROOM 1 BLANK BLANK AIR NON -DETECT SAMPLE AIR NON -DETECT SAMPLE SURFACE NON -DETECT AREA SURFACE NON -DETECT AREA BLANK i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE r Inspection Type: `` r Job Address: Permit Number: — � cN, �� `1 C,IaI �- ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yep No When corrections are complete, schedule re -inspection online. Date: �- Inspector: DO NOT REMOVE THIS NOTICE � ► � i City of Wheat Ridge Residential Remodel PERMIT - 202002444 PERMIT NO: 202002444 ISSUED: 01/06/2021 JOB ADDRESS: 2868 Benton St EXPIRES: 01/06/2022 JOB DESCRIPTION: Residential remodel including kitchen and bathroom including electrical, plumbing and mechanical. New windows and 2 entry doors. Sq ft.: 437 *** CONTACTS *** OWNER (720)207-3564 DUKUP S VERA GC (303)204-3639 NICHOLAS HANLEY 180230 HOUSE CALLS INC. SUB (720)210-7829 KURT MYERS 110113 K&K PLUMBING SERVICES, LLC SUB (720)296-7938 JAMES E. HEGGE JR. 080145 C&H HEATING AND COOLING LLC SUB (303)358-4632 TONY BOSCIA 060241 ELECTRON POWER *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 76,000.00 FEES Total Valuation 0.00 Plan Review Fee 610.25 Use Tax 11596.00 Permit Fee 938.85 ** TOTAL ** 31145.10 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. 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. 1* � 4 41' City of Wheat Ridge Residential Remodel PERMIT - 202002444 PERMIT NO: 202002444 JOB ADDRESS: 2868 Benton St JOB DESCRIPTION: Residential remodel including kitchen plumbing and mechanical. New windows Sq ft.: 437 ISSUED: 01/06/2021 EXPIRES: 01/06/2022 and bathroom including electrical, and 2 entry doors. 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 thispermit and perform the work described and approved in conjunction with this,permrt. I further attest that I am leg ally authorized to include alI 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. `� City of '� WheatI�idge COMMUNI"IY 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 license must be up to date prior to permit issuance. Project Address: g�0 General Contractor: Aau CCS//J xh G. FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: C `�' kV -� �J � -Contact Phone #: 7 -10 -Z'76 -7-75,F Wheat Ridge Contractor License #: 0,lO I'L/S (required field) eje- Printed Name of Authoribd Agent An7L-v e 3�w� - nature of Authorized t o�z-as-90do Date 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 �- JU6' Job Address: )�; f -Hee`� Permit Number:,, = I 9 ❑ No one available for inspection: Time / D = .57- OPM Re -Inspection required: Yes &) When corrections have been made, call for re -inspection at 303 -234 - Date: -'z 1-2 /19—inspector: -7-6 DO NOT REMOVE THIS NOTICE PM City of Wheat Ridge Residential Sewer Repair PERMIT - 201900358 PERMIT NO: 201900358 ISSUED: 03/05/2019 JOB ADDRESS: 2868 Benton St EXPIRES: 03/04/2020 JOB DESCRIPTION: Residential sewer 10 feet repair in back yard, SDR 35, pipe strongback coupling squeegee. *** CONTACTS *** OWNER (720)207-3564 DUKUPS VERA SUB (303)287-9009 Brad Wakeham 130022 Trench Right LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,500.00 FEES Total Valuation 0.00 Use Tax 94.50 Permit Fee 125.05 ** TOTAL ** 219.55 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** City of Wheat Ridge 6 m Residential Sewer Repair PERMIT - 201900358 PERMIT NO: 201900358 ISSUED: 03/05/2019 JOB ADDRESS: 2868 Benton St EXPIRES: 03/04/2020 JOB DESCRIPTION: Residential sewer 10 feet repair in back yard, SDR 35, pipe strongback coupling squeegee. 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 ermit. I further attest that I am legally authorized to include alr entities named within this document as parties to the work to be performed anX�th�t work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signatu of OWNER or CONTRACTOR (Circle one) Date I. T s permit was issued based on the information provided in the permit application and accompanying pplans and specifications and is bject 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 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 required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The : nce or grant of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap '1 le de ora rdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Mew".: Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY Litt of WheatPd ge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsaci.wheatridge.co.us FOR OFFICE USE ONLY Dater f 91 Plan/Per �mi t # / 7--,"6 6 2 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: �� r✓lo,►� sT ProDertv Owner Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Phone:%;1G'�?07, Arch itect/Eng 1 neer E-mail: Phone: Contractor Name: City of Wheat Ridge License #: Phone: Contractor E-mail Address:'%G�d For Plan Review Questions & Comments (please print): CONTACT NAME (please print): /- Phone:;?i/��'� 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 21 CESIDENTIAL 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. j0 I' CWk- Q � <>✓ ,�a�1 ��PG�' ��P 3 ��k jr on 6��v�%i%� c)r=y��-' Sq. FULF 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) X069 OWNE]k/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. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) Signature (first and last name): Printed Name: 7dvrll %� k ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS Reviewer: PUBLIC WORKS COMMENTS: Reviewer: REPRESENTATIVE) of (OWNER) (CONTRACTOR) DEPARTMENT USE ONLY DATE: 3 " ;�l OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: 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: _ C o u- l- o v r-�tie V Job Address: 'D q 4, S V? g Permit Number: ❑ No one available for inspection: Time Q= &PM Re -Inspection required: (9 No When corrections have been made, call for re -inspection at 303-234-5933 Date:_j a 11q Inspector: T DO NOT REMOVE THIS NOTICE BUILDING DEPART ENT (303) 235-2855 CITY OF WHEAT RIDG * * Correction No ice Job Located at Z.8 f~0 I have this day inspected this structure and ese premises and have found the following violations of City an or State laws gov- erning same: } fo I- cf,-a./r CUt <- . You are flereby notified to correct the ~hen corrections have been made, call for i ;r f4v ( d0;7.-l- 46 /o.-l4Er rH. owr regoing violations. spection. tJ'oi/, gqJ9'1'f Date Inspector lor Building Dept. DO NOT REMOVE THI TAG FORM WR8.22 4 ~;';'-~n- I ".,. . *,....6R/f '$S. City of Wheat Ridge i Planning and Developmeni ~ _. Notice and Ord r to repair, rehabilitate, vacate or d molish Date: September 10, 1999 Location: . 2868 Bent~m Street, Wheat Ridge, Owner: Agnes Fryer 464 South Holland Court Lakewood, CO 80226 KINDL Y TAKE NOTICE that as a result of an inspection of t e above identified property, the Codes Administrator of the City of Wheat Ridge has determined that the structure located at 2868 Benton Street. Wheat Ridl!e. CO is a substandard and/or danger us building as defined in the 1997 Uniform Housing Code CUHC) and/or the 1997 Uniform Code or the Abatement of Dangerous Buildings. (DCADB) The inspection of the premises revealed that the structure is in such condition as to make it dangerous to the life, limb, property and safety of any person oc pying or using the property, the public and the adjacent properties. In accordance with the UH Section 1001 and the UCADB Section 302, the following conditions or defects constitute th above referenced address as a substandard and/or dangerous building due to the following con itions, 1. NW Bedroom closet is not weather tight due to crack in plaster. UHC, Section 1001, UCADB, Section 302 2. Broken window in north wall. UHC, Section 1 01 3. Water damaged wood and wall board in base ent area. UHC, Section 1001, UCADB, Section 302 4. Open Electrical box in basement area cut electri al in porch area. UHC, Section 1001, UCADB, Section 302 5. Leaking sewer line in basement area. UHC, Sec ion 1001, UCADB, Section 302 6. Exterior wall covering and trim is dilapidated nd deteriorated, UHC, Section 1001, UCADB, Section 302 7. Grading around exterior of the structure d es not slope away from the structure. UHC, Section 1001, UCADB, Sectio 302 8. Porch foundation has failed in some areas. UHC Section 1001, UCADB, Section 302 ~. V/j .-/ ,---, ;' J.- " , t ^ ! I , r_ I' J l I page 2 2868 Benton Street 9. Out building at the southeast corner of the pr perty has a collapsed roof and walls are failing. UHC, Section 1001, UCADB, ection 302 10. Structural wood column buried in dirt due to d rt collapsing in basement area. UHC, Section 1001, UCADB, Section 302 11. Open "P" trap overflowing into basement are UHC, Section 1001, bCADB, Section 302 12. No hot water in bathroom, UHC, Section 1001, UCADB, Section 302 Please have all items corrected and reinspected no later than No ember 1 1999 to avoid further enforcement action. Failure to have items corrected and approved by the above date could result in the residence being required to be vacated until such work is co pleted. Due to this structure being a rental property all structural, elect' cal and plumbing work will be required to be done by contractors licensed with the City ofWhe t Ridge. Should you have any questions or comments regarding these iss es please feel free to contact me at 303-235-2853. Sincerely, tlfr!v Darin MOrg~ Codes Admmistrator cc address files Renter/Occupant 2868 Benton Street, Wheat Ridge, Colo ado 80215 HP OfficeJet Personal Printer/Fax/CopiC!f Identification 93039888524 1.4.0 Fax Log Report for DEVREVFAX 303 235 2857 Sep-14-99 02:41 PM ~1m; te Time Duration Dialmostic p-14 02:38P 00:02:37 002184230020 03 Sent ~ r) .~ ( . -S:V ~\ . . \) ~~ ~ ~ \'J City of Fax VVh~ '-rans ..Ridge Ittal 7500 West 29th Avenue Planning: Parks & Recreation: Public Works: Fax: . Whe t Ridge, CO 80215 Phone # (303) 235-2846 Phone # (303) 235-2877 Phone # (303) 235-2861 Phone # (303) 235-2857 DATE 1;/;~/r 1 Name: :5 r; e~ Organization: Fax: 303- 'eJ- 8E,) Phone: From: II /?tor; 4~ Dept: Subject: # of Pages: Planning}l Parks & Recreation 0 B Na' Public Works 0 r- Includin Comments: Original to follow in the mail es o No BUILDING DEPAR (303) 235-2855 CITY OF WHEAT RID E .vv.r;,., fno~QV"l "30S-ZJ.f~285.J * * Correction N tice Job Located at 211 B I have this day inspected this structure an these premises and have found the following violations of City ndlor State laws gov- erning same: 01 -'l ch hoo..... . ox'" 7. d,.o;~ /n-lo 1)0 < (V.J c:ft0".daf/'...... You are hereby notified (0 correct th foregoing violations. When corrections have been made, call for inspection. ~ DO NOT REMOVE THI Date FORM WR6-22 BUILDING DEPAR MENT (303) 235-2855 CITY OF WHEAT RID E Job Located at ~2- Corre~on N .. 2~(Pt I have this day inspected this structure a d these premises and have found the following violations of City ndlor State laws gov- erning same: ~ vV':' II If'; ~- Ill) 01 fhf ~fer-"~ ~~ You are hereby notified to correct t e foregoing violations. When corrections have been made, call f r inspection. DO NOT REMOVE T Inspector lor Building Dept. Date FORM WR6.22 '-)4.~'Yl..e5 - F~"(e v . 4&;4-- Seo+h, ~l~ 1+-. LAK~ woo~ CD. . goc..;[ (303) cr~s-- 3> 81~ ~ ( 303) ;)-3;)-~ CJCjS~ C~ll- 30) ~/O g-(9051 L \ ~\- \ ~ <6(0 ~ 8,~vvl-o VL \ ') A-Y\~ 'w\'C1.L Y ',) roV\ Rf'-lQV -i- l0J<'~ V\- (j~ ~ ~ ~l:)O~ \--e(~k.(~~ -5) t\O v--~Y'f . 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