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2942 Eaton Street
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: Z E I ! I, r I Job Address: 90a' Gt -4 Permit Number: 201--T00' ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes`��o� When corrections have been made, ca I for re -inspection at 303-234-5933 Date:_1 ! to t C Inspector: ®O NOT REMOVE THIS NOTICE City of Wheatdge - /-'*'COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave F: 303.237.8929 August 10, 2018 Owner/Occupant 2942 Eaton Street Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201700304 (Single Family Dwelling) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter — September 7th — and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 291h Avenue in Wheat Ridge. Cordially, Kimberly Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatridge.co.us City of' W heat F_ge COMMUNITY MUY DEVELOPMENT www.ci.wheatridge.co.us City of Wheatdge - /-'*'COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave F: 303.237.8929 August 10, 2018 Owner/Occupant 2942 Eaton Street Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201700304 (Single Family Dwelling) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter — September 7th — and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 291h Avenue in Wheat Ridge. Cordially, Kimberly Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatridge.co.us City of' W heat F_ge COMMUNITY MUY DEVELOPMENT www.ci.wheatridge.co.us 'CITY OF OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE , F ,Vt w1,1u Inspection Type:�o%iN� Job Address: 2 9 412- T(5, Al S i Permij.Number: W/'/QQ_�D e/ el f (1 q ❑ No one availab� for inspection: Time AM/PM Re -Inspection required-/ No When corrections have been made, call for re -inspection at 3 3- 34-5933 ��_ Date: tV Inspector: ,. DO NOT REMOVE THIS NOTICE CERTIFICATE OF OCCUPANCY Permit #: 201700304 '.�4'� City of Date: 01/22/2018 ]�qrWh6aR,de cunci nr DEVFofEnrr"'.' i 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 *Stipulations: New single family home with detached garage - 2,205 sa ft This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheatridge, and may be occupied for the use specified. OWNER: LUTHY NANCY ADDRESS: 1520 Arlington ST, Houston, TX 77008 CONTRACTOR/ADDRESS: Jeff Gates 100 Kalamath ST, Denver, CO 80223 PROPERTY ADDRESS: 2942 Eaton ST, Wheat Ridge, CO 80214 PARCEL #: 39-254-10-011 OCCUPANCY: R-3 TYPE OF CONST: V -B OCC LOAD: N/A FOR THE FOLLOWING PURPOSE: Single Family - New Code Editions: No change shall be made in the Use of this building without Snrinklered: 2012 ICC / 2014 NEC prior notice and a new CERTIFICATE OF OCCUPANCY No from the City of Wheat Ridge Certificate MUST be posted by front door of Chief Building Inspector commercial occupancies Zoning Administrator O j r) )-'1rr, rl - r-, d 1NS1''ff16tY6 `1iCORD ),0S r INSPECTION REQUEST LINE: (303) 234-5933 Occup ai,.,.Jy" Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter ( / ft3T Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical �% / m P r'n 6e 2 e Sewer Service W70 Gini Fein A71-*, 7-1 s -Tr ---r Plumbing :171/1 1Cj l,,J rM La t✓uv-,0,1r1-kms Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing P4 rr —2 j -71 7 GAP Mid -Roof i�'�J Lath /Wall Tie , c Rough Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading k Insulation Drywall Screw/ Nail s (� Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. i I I "4./' Inspections from these entities should be requested �ne week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) — Fire Inspection / Fire Protection Dist. Final Electrical -I& , Final Plumbing , x Final Mechanical %/,j' Roof 5 i6 al Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. "For Inspection Time Window — Please email insptimerequest@ci.wheatr dge.co.us by 8:00 A.M. the morning of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until „ Certificate of Occupancy Is Issued Protect This Card From The Weather ` f", 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: Z E �f Job Address: O gib' Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: I Inspector: L Aj DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Z E Job Address: 90a' -,?' Permit Number: (.0 I ) p Q r,) u 1A. 1 U ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes 'I When corrections have been made, call for re -inspection at 303-234-5933 1 Date:_1 ! if fl Inspector: �f ' DO NOT REMOVE THIS NOTICE cof r x, CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: a Permit Number: e✓ ❑ No one available for inspection: Time All/P Re -Inspection required: YesNo When corrections have been made, call for re -inspection at 303-234- Date:/ 03-234- Date:/ • //• Zr Inspector: ,,),rni e5✓/-'q— DO NOT REMOVE THIS NOTICE City of wheat gdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to the placement of concrete and before proceeding with any further construction. DATE: 07/05/2017 PERMIT# 201700304 ADDRESS: 2942 EATON STREET LOT 2 , BLOCK 8 , OLINGER GARDENS SUBDIVISION I hereby certify that the elevation and location of the structural foundation for the above property described above has been measured by me or directly under my supervision. The foundation setbacks and elevations for all building corners as stated herein have been found by me to be in compliance with all municipal setback and elevation requirements, and all civil engineering and Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 20' REAR: 5' SIDE: 5' SIDE: 5' The MINIMUM ELEVATION has been determined to be: 5441.5' (NAVD88). The above measurements have been determined on the following location: Check only one): X Top of foundation prior to placement of concrete Top of proposed foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Print JEFFREY J. MACKENNA P.L.S. 34183 Date 07/05/2017 Professional Surveyor Approved by: FOR OFFICE USE ONLY Inspector Date www.ci.wheatridge.co.us Rev 12/06 N.T.S. EXHIBIT er� NOTICE TO SURVEYOR: 1. Elevations shall be shown for ALL foundation corners. 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of the property. 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. Rev 12/06 DL Engineering Inc. Structural / Civil Engineering 2750 South Wadsworth Blvd D-203 Denver, CO 80227 720-440-9450 calebr@dlengineer.com www.diengineer.com 9/14/2017 Justin Luna Denver Design Build, LLC - 303 -680-4565 RE: Job # 2017-2572 2942 Eaton Street Wheat Ridge, CO 80214 Foundation Observation Detached Garage Please provide this letter as proof of the following onsite observation on September 14, 2017 at 9:00 am: • Garage Framing —The general framing was observed and appeared to be in conformance with the approved construction documents and building code. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber@dlengineer.com. Sincerely, Matt Weber, EIT Under the direct supervision of, Garrett Townsend, PE DL Engineering Inc. Structural / Civil Engineering 2750 South Wadsworth Blvd D-203 Denver, CO 80227 720-440-9450 calebr@dlengineer.com www.dlengineer.com 9/14/2017 Justin Luna Denver Design Build, LLC. 303-680-4565 RE: Job # 2017-2572 2942 Eaton Street Wheat Ridge, CO 80214 House Framing Observation Please provide this letter as proof of the following onsite observation on September 14, 2017 at 9:00 am: • House Framing —The general framing was observed and appeared to be in conformance with the approved construction documents and building code. o Wood beams, joists, posts were installed per plan. o Steel beams and columns were installed per plan. o Simpson Strong -Tie hold downs, straps, and hangers were installed per plan. o H2.5T hurricane ties were replaced with adequate fastenmaster screws. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber@dlengineer.com. Sincerely, Matt Weber, EIT Under the direct supervision of, Garrett Townsend, PE 17A _.O DL Engineering Inc. Structural / Civil Engineering 2750 South Wadsworth Blvd D-203 Denver, CO 80227 720-440-9450 calebr@dlengineer.com www.dlengineer.com 9/14/2017 Justin Luna Denver Design Build, LLC. 303-680-4565 RE: Job # 2017-2572 2942 Eaton Street Wheat Ridge, CO 80214 Foundation Observation Detached Garage Please provide this letter as proof of the following onsite observation on September 14, 2017 at 9:00 am: • Garage Framing — The general framing was observed and appeared to be in conformance with the approved construction documents and building code. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber@dlengineer.com. Sincerely, Matt Weber, EIT Under the direct supervision of, Garrett Townsend, PE N II O O m JA n n NCD N p m m i3_ rm < n V U) (n O C', U N D (D WCD p (1 , 71 J" D o O p (D 3 CL d X co d (D IQ p 0 m SD 0O O CD p C O u a Ca 0ND O p D N A Cl) N N a 0 41 O Q7 U "O -O Ip - O d O) O O N O 00 N = 0 S N 7 lD m C) 1 A W N A W N 0 m M C w C m � � : � 7a 7m 0 c J (O O CO O A m 3 �. n p C)ooDpc�wD �5G< CD W 07 Qu au au W GO r ffl A (n A 00 A ?. ch A A OOO(n A W [p = A (n A A A A A (r A A A A A A A W W A A W A A A O) O 0)J O W A m N J W o m O) W A m m co r O x wo A w 22 i-, W (71 m 0 0 0 0 0 0 0 m 71 m cn N cnu -1 w . A pM(nw cn Ol -` m mO m O) m N W N W - Ca 0 W Ol O O1 W m CO N- O 2 W 0 co A 0 A 0 A A 0 0 A A -01-0 A A 0 o m O m m m 0 000000 0 w o m 0 0000000 G) 0 x W A W W A W N J w m N aoo�oaa� A Wo O (O W W m rT' n ai of � � m D ai C/) (n (n (n (n (j)ccnn Cn (n W zOj C) r W m D CD CD CD m p � o rn > OC N N m T1 O_ J O_ J CnX-ACox0 x �x("�nx0 O OK i m m m z m p _� 0ArpOAO r A -'I A { m 0 o D o O m -i A Ln m m D J v m v ^ m o (D � � 5z m w rn rn r Z C cn cn D W C aD O O .Zm7 A (7 Q] Ql p 0 N II O O m JA n n NCD N p m m i3_ rm < n V U) (n O C', U N D (D WCD p (1 , 71 J" D o O p (D 3 CL d X co d (D IQ p 0 m SD 0O O CD p C O u a Ca 0ND O p D N A Cl) N N a 0 41 O Q7 U "O -O Ip - O d O) O O N O 00 N = 0 S N 7 lD m W p m (O (i dCD m N g A� () O n N- O J v) Om A C n m au a. 0O C w C m � � : � 7a 7m 0 c J (O O CO O A m 3 �. ��ti�... 4y • p BJP r � a Fi r• r4 v :� � � : � f0HT0J'R POB 984 CONSULTING ENGINEERING KtTTREDGE. CO 80457 UmN.e upawr Co—p-7 303 918 9422 INSPECTION LETTER ..tl��x• .n LK .d -f o,�f, .. �s is r7 C" o =+ p DATE: 6-30-17a y• ,oPA! ° .,, STEM WALL CONCRETE TESTING r9.tiii + ADDRESS: 2942 Eaton Street, Denver, Wheatridge, Colorado, 80214 On 6-30-17 we sampled and tested the concrete that was placed using a pump into the stem wall forms. The results of the testing indicate that the typical project specifications for the concrete were met during the placement and that adequate concrete strength has been achieved based on testing of cylinder samples. The summary table of the test results is attached. 10 C 0 MTQ ('R POB 984 CONSULTING ENGINEERING KtTTREf)GE. Co 80457 U-ned uwuay Compoey 303 918 9422 INSPECTION LETTER 0`°,,a.{= DATE: 6-30-17 .:, STEM WALL REBAR AND UFER GROUND ADDRESS: 2942 Eaton Street, Denver, Wheatridge, Colorado, 80214 On 6-30-17 visited the site to inspect the stem wall rebar. The general pattern of 4 ea. #5, two top and two bottom with verticals at 18" o.c. was in place. The UFER rebar was set to be encased in the concrete stem wall on the north side near the northeast corner of the home. The UFER rebar consisted of a continuous #4 rebar that were connected with the footing rebar and provided a continuous conductive length greater than 20 feet for grounding purposes. 9 MT O('R CONSULTING ENGINEERING Lh.a«e UsUlfty Cw p*-y INSPECTION LETTER DATE: 6-26-17 FOOTING CONCRETE TESTING POS 924 KITTREDGE, CO 80457 3039189422 ADDRESS: 2942 Eaton Street, Denver, Wheatridge, Colorado, 80214 On 6-26-17 we sampled and tested the concrete that was placed using a pump into the footing forms. The results of the testing indicate that the typical project specifications for the concrete were met during the placement and that adequate concrete strength has been achieved based on testing of cylinder samples. The summary table of the test results is attached. s G0 MT's Jjjt CONSULTING ENGINEERING awed U&bMy Camp wy INSPECTION LETTER DATE: 6-26-17 FOOTING REBAR POB 984 KITTREDGE, CO 80457 303 918 9422 ADDRESS: 2942 Eaton Street, Denver, Wheatridge, Colorado, 80214 On 6-26-17 we visited the site to inspect footing rebar. The general pattern of 2 EA. # 5, continuous was in place with blocks and or chairs to support the rebar at least 3" above the soil subgrade. We informed the subcontractor that the rebar was in compliance with the project drawings that were available on site. Concrete was scheduled for placement. PROJECT: 2942 Eaton St., Wheatridge Test Method: ASTM 2937-10 TEST NUMBER APPROXIMATE DEPTH BELOW GRADE APPROXIMATE STATION DATE MOIST UNIT WEIGHT WEIGHT of SAMPLE WITH TUBE TUBE WT NET WEIGHT OF SAMPLE (MOIST) DIVIDE BY 453.6 g/LB VOLUME I.D. AREA (SF) PER INCH SAMPLE LENGTH DIVIDE BY 12 SAMPLE VOLUME (CF) SAMPLE MOIST UNIT WEIGHT MOISTURE CONTENT weight of tin weight of wet soil + tin (g) weight of dry soil + tin (g) moisture loss (g) weight of dry soil (g) field moisture content SAMPLE DRY UNIT WEIGHT PROCTOR (ASTMD1557) Optimum Moisture Content % COMPACTION UNITS SUBGR. Footing subgrade EL. 10' N. of SW corner 6/22/2017 6 485.7 107.2 g 378.5 POUNDS 0.8344 in 1.92 sq. in. 0.020 in 3.75 ft 0.3125 CF 0.006283 PCF 132.8 g 107.2 g 498.1 437 61.1 329.8 % 18.5% PCF 112.0 PCF 113.5 % 16.0 % 98.7% PASS 6 DATE PROJECT SAMPLE NUMBER SOIL DESCRIPTION MAX. DRY UNIT WEIGHT OPTIMUM MOISTURE CONTENT ASTM D698 6/22/2017 2942 Eaton St., Wheatridge Site soils 1 Clay, silty, fine sandy brown (CL) 113.5 PCF 16.0 % Method A Moisture -Density (Proctor) Results 115.0 1 113.0 111.0 0 109.0 -- _-_ CL 107.0 105.0 'E 103.0 Z, 101.0 99.0 97.0 95.0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Moisture Content (%) mold+soil (g) tin tare (g) wet soil+tare (g) dry soil+tare (g) wt. dry soil (g) moisture loss (g) moisture (%) mold tare (g) wet wt. Ib. wet unit wt. dry unit wt. 3875 3998 4012 9.2 9.2 9.2 Moisture Content Determination 133.2 99.6 141.5 119.0 87.5 121.5 109.8 78.3 112.3 14.2 12.1 20.0 12.9% 15.5% 17.8% Unit Weight Determination 2019.9 2019.9 2019.9 1855.1 1978.1 1992.1 122.6 130.7 131.6 108.5 113.2 111.7 3970 9.2 114.7 97.5 88.3 17.2 19.5% 2019.9 1950.1 128.9 107.9 5 C 0 "TO JjJI CONSULTING ENGINEERING ummed ubbimy Ce PM7 INSPECTION LETTER DATE: 6-22-17 POB 984 KITTREDGE. CO 80467 303 918 9422 FOUNDATION OPEN HOLE SOILS INSPECTION AND COMPACTION TEST CONTRACTOR: Denver Design Build, LLC, 100 Kalamath Street, Denver, CO 80223 ADDRESS: 2942 Eaton Street, Denver, Wheatridge, Colorado, 80214 On 6-22-17, 1 visited the project site to do an "open hole" inspection of the footing subgrade soils as well as to perform a soil compaction test. The foundation drain had been installed on 6-20-17 and the footing lines had been compacted by rolling with equipment. Based on our observations, we can verify that the soils were clean native soils (no fills) and were consistent with the soils in our geotechnical report (Project No. 2016-142, 1-9-17) which were to provide a bearing capacity of 1500 pounds per square foot. One proctor sample of the soils was obtained and one compaction test was performed along the footing line of the west side of the house. The compaction density was verified to exceed 95% of the proctor value within +/- 3% of the optimum moisture content. - �r DESIGN PROFILE S min. to footing inv. varies to make 1 % grade to sump 3' above pipe clean crushed stone water table sump to 4" peforated pipe be min. _ hancor or haviland OK 1 % grade to sump 18" below 3" stone below pipe pipe inlets PHOTO DURING CONSTRUCTION 3 � fo N1T° VIi CONSULTING ENGINEERING U-01*4 ll"*My Cp V—y INSPECTION LETTER DATE: 6-20-17 FOUNDATION PERIMETER DRAIN POB 984 KITTREDGE, CO 80457 303 918 9422 CONTRACTOR: Denver Design Build, LLC, 100 Kalamath Street, Denver, CO 80223 ADDRESS: 2942 Eaton Street, Denver, Wheatridge, Colorado, 80214 On 6-20-17 1 visited the project site to inspect the interior perimeter drain system that was being installed by SWI Excavating. We observed the open trenches, the geotextile trench lining, the aggregate rock and the drain pipe being placed and conclude it was installed per our design which is attached to this letter. James D. Gill, P.E. DESIGN PLAN P 2942 Eaton St. interior foundation drain approx. 140 LF drain pipe ------------------------------------------------------------- ------moi ir--------- 0 ' 0' sump may be located at the contractors direction and should be at least 18" below the pipe inlets 2 to be no closer feet to inside of fooling 00"T011 It CONSULTING Po6984 ENGINEERING KITTREDGE, CO 80457 LkvAed usMT c.".ey 303 918 9422 DATE: 9-11-17 11 PAGES TOTAL CONTRACTOR: Denver Design Build, LLC, 100 Kalamath Street, Denver, CO 80223 ADDRESS: 2942 Eaton Street, Denver, Wheatridge, Colorado, 80214 Typical Residential Inspections (not all apply, check where completed) Date By Result Foundation Perimeter Drain ,+..r -� 6-20-17 JDG Pass Footing Open Hole Soils Inspection and Compaction test RESIDENTIAL CONSTRUCTION38 6-22-17 JDG .... Footing Rebar •s INSPECTIONS CHECKLISTy`- (' Pass Footing Concrete tests (slump, air, cylinders) DATE: 9-11-17 11 PAGES TOTAL CONTRACTOR: Denver Design Build, LLC, 100 Kalamath Street, Denver, CO 80223 ADDRESS: 2942 Eaton Street, Denver, Wheatridge, Colorado, 80214 Typical Residential Inspections (not all apply, check where completed) Date By Result Foundation Perimeter Drain J 6-20-17 JDG Pass Footing Open Hole Soils Inspection and Compaction test J 6-22-17 JDG Pass Footing Rebar J 6-26-17 JDG Pass Footing Concrete tests (slump, air, cylinders) 6-26-17 JDG Pass Stem Wall Rebar and UFER ground J 6-30-17 JDG Pass Basement Wall Concrete Tests (slump, air, cylinders) J 6-30-17 JDG Pass 1 )Q 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: "+y3 F & k T Job Address: Q `t H QL £ Permit Number: C <,-- i P( n 2 ❑ No one available for (�inspection: Time AM/PM Re -Inspection required:\ No When corrections have been made, call for re -inspection at 303-234-5933 Date: l .5 h 6 Inspector� DO NOT REMOVE THIS NOTICE Io 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: 'L4 0 5 F m Job Address: a 9 4 �, F , +-o ,, ) Permit Number: D o i -I- c�, �tA i , i� i ► ,+ F r7 i f c v f r < <t R�3r =c�� S� ►�� �o c�L}e r ❑ No one available for inspection: Time Re -Inspection required. Yes No When corrections have been made, call for re -inspection at 303-234-5933 `` r--) Date:) Is )I C6 Inspecto ). I mj��] DO NOT REMOVE THIS NOTICE i U 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: L4 O__� P P R I Job Address: D 9 y a C- c, 4-„ Permit Number: Q) b I -- a--') 3_') 4 40�-1 C�,I``� wc.��tr cJ ;I N ,•CA V NU rw R:J �� / P,i, k , (_ gni--wr iiN S k ,i H ,) x A, nl i- U 5 /1 6) ► 1� 7 (,_4 41-\e kj a:1 l Joel , wk S ❑ No one available for inspection: Time l u 4 AN" Re -Inspection requir d: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: ► i / I Inspector: ���►- ' DO NOT REMOVE THIS NOTICE /v i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ''I 1 `6 8 F -I' Job Address: 13 4 a, i—::-- a:'r"►J SI-, Permit Number: 'al.,6,0-,.,>e4- �4 6C7 CLI fiilS=<,e_xjF'Z SLS, cwt I & c._. c_.. ,z r --, ��_ A-�Ck c 1^ N X Q ❑ No one available for inspection: Time 1, ' Ll <7 AIVIXQM) Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: I 1 S 19 Inspector: DO NOT REMOVE THIS NOTICE 10 A 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: ti OI F I R Job Address: 9 y & l� 'tzJ-- Permit Number: g (-4 0 C) 3 J L} Ll No one available for inspection: Time '1 r: AM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: I -i Inspector: ` G DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 4 1 C> #= w h Job Address: a9 4 a E c,4 -,_,j yl. Permit Number: cid 1 `1 p Q) 3 o( -I ❑ No one available for inspection: Time I Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date j 1 -5- Inspector: ,.- DO DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: a__h Permit Number: �D9/70000c ❑ No one available for inspection: Time SAM%P' M Re -Inspection required: Yes( No When corrections have been made, call for re -inspection at 303-234-5933 Date: // ` F'17 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: INSPECTION NOTICE ?_6tC2 30 / ❑ No one available for inspeetioTime i 1 Re -Inspection required: Yes / When corrections have been made, call for re -in Date: Inspector: t-/". AM/PM 303-234-5933 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: k Q 19 U�- Job Address: 9'4-'� -C P 4 o N Permit Number: ()/ 7 0 6 3 0 V 6I o T e f 57'i ❑ No one available for inspection: Time 'I AM/PM Re -Inspection required No)J When corrections have been made, call for re -in p ction at 303-234-5933 P Date: Inspector. DO NOT REMOVE THIS NOTICE i CITY;OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: INSPECTION NO ICE 7 ,t%jvL A7aw, ,el UVA (L 2 i%Qfi'3a�/ ❑ No one available for inspectio ime AM/PM ")Re -Inspection required: Yes No when corrections have been made, call for re -in pe�tlon at 303-234-5933 Date: D 16 Inspector �) DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE 2 Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ' /W t -Z J RA -M -5 -V6 - Job Address: 2 9 t/ Z LA?a' S7 Permit Number: 2 0 1700 3o `/ v" k"", K ) - / h 6ok" p/c7L S V & - 0 IT ❑ No one available for inspection: Time Q1 4/5 (V/PM Re -Inspection required: Yes60 When corrections have been made, call for re -inspection at 303 -234 - Date: 2171J'7 Inspector: DO NOT REMOVE THIS NOTICE e A i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:%S u L H G kJ Job Address: Permit Number: p / `7 0 03 D Z/ r C� ❑ No one available for inspection: Time' v AM/PM Re -Inspection required: Yes `o When corrections have been made, call for re-inspe fit n at 303-234-5933 bate:/ C,/— -�!` Inspector: �'' i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECCT,IION NOTICE Inspection Type: Job Address: 5 Permit Number: ,r ❑ No one available for inspection: Time -r AM Re -Inspection required: Yes (Nom`, �. When corrections have been made, call for re -inspection at 303-234-5933 Date: - Zl' 17 Inspector: )Co,161-11en, DO NOT REMOVE THIS NOTICE i "CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: RO L2 ///1 E4 A4 Job Address: 2 % I-/� %� % C,C Permit Number: Z ?11?0 3 p t l When corrections have been made, call for re-inspectionht 303-2_34.5933 Date: Inspector:_ ✓-,i 30IION S/H13AORMI ION OO - fry :ao}oadsul / / ££6S -b£ -£ £ le uor;pdsul-aa ao/ ileo `apew uaaq aney suolloaaaoo ua4M« ON sa, pajinbei uoi}oodsul-ail Z' :aaquanN- luaaad S /V 0 l t/ l f /7 6 :ssaappd qof y i�vt�l/ l''p� fiCAr'?p� �ivT oO :adA1 uoiloadsul 77t+/n wy y._S 33IION N01103dSNI XeJ 6Z68-L0Z (60£) • 00/40 SSSZ-SEz (£'08) a qj uoijoadsul £E69110 (EOE) uolslnla uoiloadsul Bulpiln8 , 3001a IV31HM 30 A113 �_��� i i CITY -OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C- z zc T "���•� stir-�,� Job Address: 641'01y S ,— Permit Number: Ll No one available for inspection: Time// �j>�� AM/PM Re -Inspection required: Yes ` No.) When corrections have been made, call for re -inspection at 303-234-5933 Date: `, Inspector: �;`1� ✓ jj/ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECT _Nle E Inspection Type: G f� Job Address: Permit Number: 'd -0176030Y ❑ No one available for inspection: Time / AM/PM Re -Inspection required: YesNo When corrections have been made, call for re -inspection at 303-234-5933 Date: 7 Inspector: lfl# DO NOT REMOVE THIS NOTICE 41 DCII` 41 AirRIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 237-8929 Fax INSPECTION., NOTICE Inspection Type: Job Address: -7 2' -7 0A1 -2 0/? 0 0-3 C1 L/ Permit Number: A// J No one available for inspection: Time AM/PM AM PM Re -inspection required: Yes No_,,,-" When corrections have been made, i;a/; for re-inspe A6�11--at?3 --2�14-5933 Date: 1' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:SHE P'(17— Job Address: ) N z o .3 Permit Number: C b /' o c :3'D Y S - h C A, A 1/ P" n r /? U v r 0 �+� `( ri a Tt A v I-- A z 11 !a � ► c ❑ No one available for inspection: Time = / J AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: DO NOT REMOV THIS NOTICE CERTIFICATION 7 July 26, 2017 Mr. Brian Tardif Interim Chief Building Official Wheat Ridge, CO Via email at btardifpci.wheatridee.co.us Re: 2942 Easton St., Wheat Ridge, CO Dear Mr. Tardif, #1131 ISO/IEC 17065 Product Certification Body DrJ Engineering (DrJ) has been contacted with regard to the project referenced above and it is my understanding that the City of Wheat Ridge has stated: The only requirement will be to have a Colorado licensed letter with wet stamp or email stamp stating that this system will meet the City of Wheat Ridge wind load of 105 MPH 3 second wind gust. DrJ TER 1503-03 addresses the allowable uplift for the FrameFAST fasteners in Section 5.2 and Table 2. For Spruce - Pine -Fir (SPF) lumber connections, the allowable uplift load is 595 lbs. per fastener. For Douglas Fir -Larch connections it is 655 lbs. and for Southern Pine connections, it is 690lbs. In Wheat Ridge, Colorado, the wind load corresponding to a 105 MPH, 3 second gust is dependent on the roof pitch, wind zone of the roof, and the effective wind area of connection. The FrameFAST fastener is fully compliant with the Wheat Ridge, Colorado wind speed of 105 MPH where the required uplift force to be resisted is equal to or less than these loads. For roof framing systems using trusses, the uplift load to be resisted is shown on the truss design drawing. For multi -ply trusses, one fastener in each ply is permitted and the allowable load per fastener may be multiplied by the number of plies to obtain the total uplift capacity for the multi -ply truss. Respectfully Yours, Ryan Dexter Vice President DrJ Engineering, LLC .�a4 City of '�'ComWheatR *gge .� mumiTr DEwwp►aEnrr APPROVED Reviewed for Code Compliance Plans Esart�M�er DKe MoftdMER: "W iULW v1V XM* 4W #W 01ob- rsPaa ' awdoowwpdatiowsshanoebeaPe*•+lb arowepwwaleg www6bonor ow ty ft Paws es o/me &a" Cade o. o/awrCwy *"kV -ft Ibwra p=awft to Pae outhorb to vwmv oJaence/me ww'sk s 40e bWldip codes or ower ordnohm a/ cot My shill woe be roan. DrJ is a Professional Engineering Approved Source • DrJ is an ISO/IEC 17065 accredited product certification body through ANSI Accreditation Services. • DrJ provides certified evaluations that are signed and sealed by a P.E. • DrJ's work is backed up by professional liability insurance. • DrJ is fully compliant with IBC Section 1703. Copyright© 2017 6300 Enterprise Lane 9 Madison Ail 53719 er 608-310.6748 • ddengineering.org 00 FastenMaster. TM FrameFAST Structural Framing System CFO d C660e CODE. ' - - -Frameis code compliant for truss to top plate connections SAFETY: • No pneumatic nail guns or hoses needed { Eliminates the need for ladders or scaffolding SPEED: • Up to 8 times faster than traditional methods For a free jobsite trial or onsite product training call us at 800.5 t 8.3569 or Email: Tirwin@olyfast.com ; Tr Side View stalled Flush CRY of Wheat Ridge SuAdl09 C)Ms" FrameFAST fastener (see Side View) * Use a 6" FastenMaster FrameFAST Fastener * Drive fastener through underside of the top plate at 22-1/2" * Where the truss is aligned directly over the wall stud, insert angle (+/-5") and into the center of the truss. fastener point where the bottom of the top plate and the top* Fastener must be driven into the center of the 1-1/2" truss of the stud meet (Side View ). chord edge (+/1/4") with the threads fully engaged in the * Use of FrameFAST installation can be used for easier installation. truss chords (bottom chord, top chord or both are acceptable) NOTE: FOR COMPLETE DESIGN VALUES AND ENGINEERING DATA, AVAILABLE THROUGH TECHNICAL EVALUATION REPORT 1503-03, AND ESR#1078, AVAILABLE @ WWW.FASTENMASTER.COM * Bring the fastener head flush with the wood surface. 'CERTIFICATION M/ July 26, 2017 Mr. Brian Tardif Interim Chief Building Official Wheat Ridge, CO Via email at btardif@ci.wheatridge.co.us Re: 2942 Easton St., Wheat Ridge, CO Dear Mr. Tardif, h" 1 1 #1131 ISO/IEC 17065 Product Certification Body DrJ Engineering (DrJ) has been contacted with regard to the project referenced above and it is my understanding that the City of Wheat Ridge has stated: The only requirement will be to have a Colorado licensed letter with wet stamp or email stamp stating that this system will meet the City of Wheat Ridge wind load of 105 MPH 3 second wind gust. DrJ TER 1503-03 addresses the allowable uplift for the FrameFAST fasteners in Section 5.2 and Table 2. For Spruce - Pine -Fir (SPF) lumber connections, the allowable uplift load is 595 lbs. per fastener. For Douglas Fir -Larch connections it is 655 lbs. and for Southern Pine connections, it is 690lbs. In Wheat Ridge, Colorado, the wind load corresponding to a 105 MPH, 3 second gust is dependent on the roof pitch, wind zone of the roof, and the effective wind area of connection. The FrameFAST fastener is fully compliant with the Wheat Ridge, Colorado wind speed of 105 MPH where the required uplift force to be resisted is equal to or less than these loads. For roof framing systems using trusses, the uplift load to be resisted is shown on the truss design drawing. For multi -ply trusses, one fastener in each ply is permitted and the allowable load per fastener may be multiplied by the number of plies to obtain the total uplift capacity for the multi -ply truss. Respectfully Yours, Ryan Dexter Vice President DrJ Engineering, LLC �kAI City of �OKWMt- aLN*dMUNM Dewwr APPROVED Reviewed for Code Compliance Plans Ewordna DaOe ltAN9hLdJNtM: the kswr•tCf* Pro* ae •ppowr•l d•ru , ardamputotioa+swovi Os • OrWAJb , wan *MVW 4 Mr wob" w owel oe powsl" o/the All" I ade a of any Cny &V%W#"L Ikrralo prc wft to vwe o•oorb to vi"- alcmd rrre orovklero aloe 1Wksw coda or ooa ord"am aloe CRY shot not be wsrwt DrJ is a Professional Engineering Approved Source • DrJ is an ISO/IEC 17065 accredited product certification body through ANSI Accreditation Services. • DrJ provides certified evaluations that are signed and sealed by a P.E. • DrSs work is backed up by professional liability insurance. • DrJ is fully compliant with IBC Section 1703. copyright © 2017 6300 Enterprise Lane • Madison WI 53719 o 608-310.6748 • ddengineering.org FastenMaster. TM FrameFAST Structural Framing System 0" d CGDE: FrameFAST- is code compliant for truss to top plate connections SAFETY: . No pneumatic nail guns or hoses needed Eliminates the need for ladders or scaffolding SPEED: a Up to 8 times faster than traditional methods FrameFAST- s For a free jobsite trial or onsite product training call us at 800.518.3569 or Email: Tlrwin@olyfast.com V 1O M C") `O N Tr Side View tailed Flush CWy d yoeat RId9e SuOdin4 Division (see Side View) * Use a 6" FastenMaster FrameFAST Fastener * Drive fastener through underside of the top plate at 22-1/2° * Where the truss is aligned directly over the wall stud, insert angle (+/-5*) and into the center of the truss. fastener point where the bottom of the top plate and the top* Fastener must be driven into the center of the 1-1/2" truss of the stud meet (Side View ). chord edge (+/1/4") with the threads fully engaged in the * Use of FrameFAST installation can be used for easier installation. truss chords (bottom chord, top chord or both are acceptable) NOTE: FOR COMPLETE DESIGN VALUES AND ENGINEERING DATA, AVAILABLE THROUGH TECHNICAL EVALUATION REPORT 1503-03, AND ESR#1078, AVAILABLE @ WWW.FASTENMASTER.COM * Bring the fastener head flush with the wood surface. 1M 1 July 26, 2017 CERTIFICATION Mr. Brian Tardif Interim Chief Building Official Wheat Ridge, CO Via email at btardif(dci.wheatridse.co.us Re: 2942 Easton St., Wheat Ridge, CO Dear Mr. Tardif, #1131 ISO/IEC 17065 Product Certification Body DrJ Engineering (DrJ) has been contacted with regard to the project referenced above and it is my understanding that the City of Wheat Ridge has stated: The only requirement will be to have a Colorado licensed letter with wet stamp or email stamp stating that this system will meet the City of Wheat Ridge wind load of 105 MPH 3 second wind gust. DrJ TER 1503-03 addresses the allowable uplift for the FrameFAST fasteners in Section 5.2 and Table 2. For Spruce - Pine -Fir (SPF) lumber connections, the allowable uplift load is 595 lbs. per fastener. For Douglas Fir -Larch connections it is 655 lbs. and for Southern Pine connections, it is 690lbs. In Wheat Ridge, Colorado, the wind load corresponding to a 105 MPH, 3 second gust is dependent on the roof pitch, wind zone of the roof, and the effective wind area of connection. The FrameFAST fastener is fully compliant with the Wheat Ridge, Colorado wind speed of 105 MPH where the required uplift force to be resisted is equal to or less than these loads. For roof framing systems using trusses, the uplift load to be resisted is shown on the truss design drawing. For multi -ply trusses, one fastener in each ply is permitted and the allowable load per fastener may be multiplied by the number of plies to obtain the total uplift capacity for the multi -ply truss. Respectfully Yours, Ryan Dexter Vice President DrJ Engineering, LLC DrJ is a Professional En • City of ''rCoMWheatR*ie MUMTY DEv¢uDrhnewT APPROVED Reviewed for Code Compliance Ewmiaer Deli* wafta waro/alonsyeoNo 01— wdafflpwvemsshanotbeep ew- .erenWX0VW4WWW0b**8r rMM � swdsbns o/the D code «oJanyGty «dh«se*. /Mwb pesenihp to p+re owhor*y to rpbte *f cwcNthe provhwns of � MM�O cedes «oMer orz,onm of Ow CNP shoe not be wad. Source • DrJ is an ISO/IEC 17065 accredited product certification body through ANSI Accreditation Services. • DrJ provides certified evaluations that are signed and sealed by a P.E. • DrJ's work is backed up by professional liability insurance. • DrJ is fully compliant with /BC Section 1703. Copyright© 2017 6300 Enterprise Lane 9 Madison wl 53719 a 608-310-6748 • ddengineering.org \ f 46- FastenMaster. TM FrameFAST Structural Framing System -getP�ge 90 o FrameFAST- is code compliant for truss to top plate connections SAFETY: • No pneumatic nail guns or hoses needed • Eliminates the need for ladders or scaffolding SPEED: • Up to 8 times faster than traditional methods For a free jobsite trial or onsite product training call us at 800.51'$•3569 or Email: TlrwinColyfast.com b M 'ZO Tr Side View tailed Flush COY of Wheat R1d99 sidling OW100" FrameFAST fastener (see Side View) * Use a 6" FastenMaster FrameFAST Fastener * Drive fastener through underside of the top plate at 22-1/2' * Where the truss is aligned directly over the wall stud, insert angle (+/-5°) and into the center of the truss. fastener point where the bottom of the top plate and the top* Fastener must be driven into the center of the 1-1/2" truss of the stud meet (Side View ). chord edge (+/1/4") with the threads fully engaged in the * Use of FrameFAST installation can be used for easier installation. truss chords (bottom chord, top chord or both are acceptable) NOTE: FOR COMPLETE DESIGN VALUES AND ENGINEERING DATA, AVAILABLE THROUGH TECHNICAL EVALUATION REPORT 1503-03, AND ESR#1078, AVAILABLE @ WWW.FASTENMASTER.COM * Bring the fastener head flush with the wood surface. /�. CERTIFICATION 1 July 26, 2017 Mr. Brian Tardif Interim Chief Building Official Wheat Ridge, CO Via email at btardif@ci.wheatridge.co.us Re: 2942 Easton St., Wheat Ridge, CO Dear Mr. Tardif, #1131 ISO/IEC 17065 Product Certification Body DrJ Engineering (DrJ) has been contacted with regard to the project referenced above and it is my understanding that the City of Wheat Ridge has stated: The only requirement will be to have a Colorado licensed letter with wet stamp or email stamp stating that this system will meet the City of Wheat Ridge wind load of 105 MPH 3 second wind gust. DrJ TER 1503-03 addresses the allowable uplift for the FrameFAST fasteners in Section 5.2 and Table 2. For Spruce - Pine -Fir (SPF) lumber connections, the allowable uplift load is 595 lbs. per fastener. For Douglas Fir -Larch connections it is 655 lbs. and for Southern Pine connections, it is 690lbs. In Wheat Ridge, Colorado, the wind load corresponding to a 105 MPH, 3 second gust is dependent on the roof pitch, wind zone of the roof, and the effective wind area of connection. The FrameFAST fastener is fully compliant with the Wheat Ridge, Colorado wind speed of 105 MPH where the required uplift force to be resisted is equal to or less than these loads. For roof framing systems using trusses, the uplift load to be resisted is shown on the truss design drawing. For multi -ply trusses, one fastener in each ply is permitted and the allowable load per fastener may be multiplied by the number of plies to obtain the total uplift capacity for the multi -ply truss. Respectfully Yours, Ryan Dexter Vice President DrJ Engineering, LLC DrJ is a Professional En % If City of i'votwhZatRadw MUMTy DEVELOPMENT APPROVED Reviewed for Code Compliance Wane ERatnMer � E1a0e nle�c+w•crN.rt+r'r►a.pv+adolaN.strreYlouiRe wl/oospueotroln aholrrot br a /K� Jar, r on gopodoJ; rM�afo4t4s eo oarN� orodstan oJult ta1N61p rade oro/anyt:ey ard�non[n. Arlarb pgaNp to o� owAaky to rbratrNtontd Mir vro�tslan NtAt todts ar otMr atRnol� N tllr CMYl/aN rat Oe roAd. Source • DrJ is an ISO/IEC 17065 accredited product certification body through ANSI Accreditation Services. • DrJ provides certified evaluations that are signed and sealed by a P.E. • DrJ's work is backed up by professional liability insurance. • DrJ is fully compliant with /BCSection 1703. Copyright © 2017 6300 Enterprise Lane a Madison wl 53719 a 608-310-6748 a dgengineering.org FastenMaster C CACT rame r Structural Framing System CODE: FrameFAST�" is code compliant for truss to top plate connections SAFETY: • No pneumatic nail guns or hoses needed • Eliminates the need for ladders or scaffolding SPEED: Up to 8 times faster than traditional methods For a fret jobsite trial or onsite product training call us at 800.518.3569 or Email: Tirwin@olyfast.com 10 M M C� C LL Tr Side View taped Flush CRY of Wheat FW9e SuOd1n4 C)MI10n FrameFAST fastener (see Side View) * Use a 6" FastenMaster FrameFAST Fastener * Drive fastener through underside of the top plate at 22-1/2° * Where the truss is aligned directly over the wall stud, insert angle (+/-5°) and into the center of the truss. fastener point where the bottom of the top plate and the top* Fastener must be driven into the center of the 1-1/2" truss of the stud meet (Side View ). chord edge (+/1/4") with the threads fully engaged in the * Use of FrameFAST installation can be used for easier installation. truss chords (bottom chord, top chord or both are acceptable) NOTE: FOR COMPLETE DESIGN VALUES AND ENGINEERING DATA, AVAILABLE THROUGH TECHNICAL EVALUATION REPORT 1503-03, AND ESR#1078, AVAILABLE 0 WWW.FASTENMASTER.COM * Bring the fastener head flush with the wood surface. July 26, 2017 TM /CERTIFICATION Mr. Brian Tardif Interim Chief Building Official Wheat Ridge, CO Via email at btardif@ci.wheatridge.co.us Re: 2942 Easton St., Wheat Ridge, CO Dear Mr. Tardif, #1131 ISO/IEC 17065 Product Certification Body DrJ Engineering (DrJ) has been contacted with regard to the project referenced above and it is my understanding that the City of Wheat Ridge has stated: The only requirement will be to have a Colorado licensed letter with wet stamp or email stamp stating that this system will meet the City of Wheat Ridge wind load of 105 MPH 3 second wind gust. DrJ TER 1503-03 addresses the allowable uplift for the FrameFAST fasteners in Section 5.2 and Table 2. For Spruce - Pine -Fir (SPF) lumber connections, the allowable uplift load is 595 lbs. per fastener. For Douglas Fir -Larch connections it is 655 lbs. and for Southern Pine connections, it is 690lbs. In Wheat Ridge, Colorado, the wind load corresponding to a 105 MPH, 3 second gust is dependent on the roof pitch, wind zone of the roof, and the effective wind area of connection. The FrameFAST fastener is fully compliant with the Wheat Ridge, Colorado wind speed of 105 MPH where the required uplift force to be resisted is equal to or less than these loads. For roof framing systems using trusses, the uplift load to be resisted is shown on the truss design drawing. For multi -ply trusses, one fastener in each ply is permitted and the allowable load per fastener may be multiplied by the number of plies to obtain the total uplift capacity for the multi -ply truss. Respectfully Yours, Ryan Dexter Vice President DrJ Engineering, LLC DrJ is a Professional En City of r W heat 1 id Commumw DEVEIAPMENT APPROVED Reviewed for Code Compliance Plans E�w(w�e* V Daee gm": nhe adr0mrAG WO -- OfOb" regA ' aa1 stiabaotkaAe ld.oranevwow/ot&V0106*8U a v iyo* code a M-PCi y 0WbWWes. hnnanm PWWn4Vt09eeoutW*tor'll, olsanedtreoa„'+elMoIarch#AV coon or~&,^va nofdeeCaytangnotbeYOU Source a DrJ is an ISO/IEC 17065 accredited product certification body through ANSI Accreditation Services. a DrJ provides certified evaluations that are signed and sealed by a P.E. • DrSs work is backed up by professional liability insurance. • DrJ is fully compliant with /BC Section 1703. Copyright© 2017 6300 Enterprise Lane o Madison WI 53719 a 608-310-6748 o ddengineering.org �astenMaster. TM _3 FrameFAST Structural Framing System v t� Roe CODE: -�FAST'" is code compliant for truss . Frame p to top plate connections i. SAFETY: No pneumatic nail guns or hoses needed Eliminates the need for ladders or scaffolding �-_. SPEED: Up to 8 times faster than traditional methods Is For a freejobsite trial or onsite product training call us at 800.51 11 8.3569 or Email: Tlrwin@olyfast.com O ,o c-> ch ,o Tr Side View tailed Flush City of Wheat Ridge gufldlng olvis" * Use a 6" FastenMaster FrameFAST Fastener * Drive fastener through underside of the top plate at 22-1/2° * Where the truss is aligned directly over the wall stud, insert angle (+/-5') and into the center of the truss. fastener point where the bottom of the top plate and the top* Fastener must be driven into the center of the 1-1/2" truss of the stud meet (Side View ). chord edge (+/1/4") with the threads fully engaged in the * Use of FrameFAST installation can be used for easier installation. truss chords (bottom chord, top chord or both are acceptable) NOTE: FOR COMPLETE DESIGN VALUES AND ENGINEERING DATA, AVAILABLE THROUGH TECHNICAL EVALUATION REPORT 1503-03, AND ESR#1078, AVAILABLE @ WWW.FASTENMASTER.COM * Bring the fastener head flush with the wood surface. CERTIFICATION July 26, 2017 Mr. Brian Tardif Interim Chief Building Official Wheat Ridge, CO Via email at btardif@ci.wheatridee.co.us Re: 2942 Easton St., Wheat Ridge, CO Dear Mr. Tardif, (0 .,. #1131 ISOAEC 17065 Product Certification Body DrJ Engineering (DrJ) has been contacted with regard to the project referenced above and it is my understanding that the City of Wheat Ridge has stated: The only requirement will be to have a Colorado licensed letter with wet stamp or email stamp stating that this system will meet the City of Wheat Ridge wind load of 105 MPH 3 second wind gust. DrJ TER 1503-03 addresses the allowable uplift for the FrameFAST fasteners in Section 5.2 and Table 2. For Spruce - Pine -Fir (SPF) lumber connections, the allowable uplift load is 595 lbs. per fastener. For Douglas Fir -Larch connections it is 655 lbs. and for Southern Pine connections, it is 690lbs. In Wheat Ridge, Colorado, the wind load corresponding to a 105 MPH, 3 second gust is dependent on the roof pitch, wind zone of the roof, and the effective wind area of connection. The FrameFAST fastener is fully compliant with the Wheat Ridge, Colorado wind speed of 105 MPH where the required uplift force to be resisted is equal to or less than these loads. For roof framing systems using trusses, the uplift load to be resisted is shown on the truss design drawing. For multi -ply trusses, one fastener in each ply is permitted and the allowable load per fastener may be multiplied by the number of plies to obtain the total uplift capacity for the multi -ply truss. Respectfully Yours, Ryan Dexter Vice President DrJ Engineering, LLC DrJ is a Professional En ♦6 4 City of '("ComW heat D ; mum Y DEwwrmENT APPROVED Reviewed for Code Compliance Plans EwmMtet Date y, : The kAwnof* of aiaoroowaaofotoe9arttylaaI eadeowpu a b" shoanot k o v�fo . «oM appo d oL eer slow,. e. my ofak poNsroes a/Nu NNS v Cade aMeaY0rY adbwnM Itn�lm PrtxNnbV to aae oudwrey to, iolm 1f cw0 rnr Pfovdkm o) Ow bul v codes or o0w ordbioam offt Wir sacra not /e voW Source _D1..1 .'.:1 `J ^ hZ' : • DrJ is an ISO/IEC 17065 accredited product certification body through ANSI Accreditation Services. • DrJ provides certified evaluations that are signed and sealed by a P.E. • DrSs work is backed up by professional liability insurance. • DrJ is fully compliant with /BC Section 1703. Copyright © 2017 6300 Enterprise Lane ® Madison wl 537119 o 608-310-6748 o dlengineering.org FastenMastei, TM o= FrameFAST r Structural Framing System 4� x ;w. asst CGDE: FrameFAST- is code compliant for truss to top plate connections SAFETY. • No pneumatic nail guns or hoses needed • Eliminates the need for ladders or scaffolding SPEED: Up to 8 times faster than traditional methods 4°. For a freejobsite trial or onsite product training call us at 800.5 18.3569 or Email: TlrwinColyfast.com I M Tr Side View talled Flush City of Wheat RIdQ9 guHdirto 01 -As" FrameFAST fastener) (see Side View) Use a 6" FastenMaster FrameFAST Fastener Drive fastener through underside of the top plate at 22-1/2° Where the truss is aligned directly over the wall stud, insert angle (+/-5") and into the center of the truss. fastener point where the bottom of the top plate and the top* Fastener must be driven into the center of the 1-1/2" truss of the stud meet (Side View ). chord edge (+/1/4") with the threads fully engaged in the " Use of FrameFAST installation can be used for easier installation, truss chords (bottom chord, top chord or both are acceptable) NOTE: FOR COMPLETE DESIGN VALUES AND ENGINEERING DATA, AVAILABLE THROUGH TECHNICAL EVALUATION REPORT 1503-03, AND ESR#1078, AVAILABLE @ WWW.FASTENMASTER_COM Bring the fastener head flush with the wood surface. J� CERTIFICATION July 26, 2017 Mr. Brian Tardif Interim Chief Building Official Wheat Ridge, CO Via email at btardif@ci.wheatridge.co.us Re: 2942 Easton St., Wheat Ridge, CO Dear Mr. Tardif, Fh' 1 61131 ISO IEC 17065 Product Certification Body DrJ Engineering (DrJ) has been contacted with regard to the project referenced above and it is my understanding that the City of Wheat Ridge has stated: The only requirement will be to have a Colorado licensed letter with wet stamp or email stamp stating that this system will meet the City of Wheat Ridge wind load of 105 MPH 3 second wind gust. DrJ TER 1503-03 addresses the allowable uplift for the FrameFAST fasteners in Section 5.2 and Table 2. For Spruce - Pine -Fir (SPF) lumber connections, the allowable uplift load is 595 lbs. per fastener. For Douglas Fir -Larch connections it is 655 lbs. and for Southern Pine connections, it is 690lbs. In Wheat Ridge, Colorado, the wind load corresponding to a 105 MPH, 3 second gust is dependent on the roof pitch, wind zone of the roof, and the effective wind area of connection. The FrameFAST fastener is fully compliant with the Wheat Ridge, Colorado wind speed of 105 MPH where the required uplift force to be resisted is equal to or less than these loads. For roof framing systems using trusses, the uplift load to be resisted is shown on the truss design drawing. For multi -ply trusses, one fastener in each ply is permitted and the allowable load per fastener may be multiplied by the number of plies to obtain the total uplift capacity for the multi -ply truss. Respectfully Yours, Ryan Dexter Vice President DrJ Engineering, LLC DrJ is a Professional En .6A♦ City of 'r Wheatdge Co"mumi'ry DEVELOTMENT APPROVED Reviewed for Code Compliance —) /a R / (7 pant L Date VA&Nd W : The ramonte ofe pew a opprovt ofPbWdflapilieft - sd000wwtoriorashopnot br a penesfo. a •n approwl of •ny doYMe• to We/ the prwislonf of the &Aft cods of of ayCity adinoeres. llenntm preAfflp to give outhorsy to eiobte of conte/ the PrOMIU n of the ouitlint code at other ordkwhm of the city "rot be vow. Source • DrJ is an ISO/IEC 17065 accredited product certification body through ANSI Accreditation Services. • DrJ provides certified evaluations that are signed and sealed by a P.E. • DrJ's work is backed up by professional liability insurance. • DrJ is fully compliant with /BC Section 1703. Copyright © 2017 6300 Enterprise Lane • Madison WI 53719 r 608-310.6748 9 drjengineering.org FrameFAST' FastenMaster. TM FrameFAST Structural Framing System 6000� C" A 1�09P CODE: FrameFAST- is code compliant for truss to top plate connections SAFETY: • No pneumatic nail guns or hoses needed • Eliminates the need for ladders or scaffolding SPEED: • Up to 8 times faster than traditional methods For a free jobsite trial or onsite product training call us at 800.518.3569 or Email: Tlrwin@olyfast.com 4 N Tr Side View [ailed Flush +4gty am voleat�jde -dins W.'497tall (see Side View) Use a 6" FastenMaster FrameFAST Fastener Drive fastener through underside of the top plate at 22-1/2' * Where the truss is aligned directly over the wall stud, insert angle (+/-5°) and into the center of the truss. fastener point where the bottom of the top plate and the top' Fastener must be driven into the center of the 1-1/2" truss of the stud meet (Side View ). chord edge (+/1/4") with the threads fully engaged in the Use of FrameFAST installation can be used for easier installation. truss chords (bottom chord, top chord or both are acceptable) NOTE: FOR COMPLETE DESIGN VALUES AND ENGINEERING DATA, AVAILABLE THROUGH TECHNICAL EVALUATION REPORT 1503-03, AND ESR#1078, AVAILABLE 9 WWW.FASTENMASTER.COM Bring the fastener head flush with the wood surface. to V=i* "o, OVlc 01 *44 - City of Wheat Ridge Single Family - New PERMIT - 201700304 PERMIT NO: 201700304 ISSUED: 04/27/2017 JOB ADDRESS: 2942 Eaton ST EXPIRES: 04/27/2018 JOB DESCRIPTION: New single family home with detached garage - 2,205 sq ft *** CONTACTS *** OWNER (713)829-2305 LUTHY NANCY GC (603)680-4565 Jeff Gates 160205 Denver Design Build LLC SUB (303)598-3491 Richard W. Kotrba Jr. 130120 Vertical Electric Inc. SUB (303)953-2599 Clyde Sweetalla 160214 Mr. Green Plumbing SUB (720)233-2406 DANNY DODSON 070210 D.R. HEATING AND COOLING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 173,875.00 FEES Total Valuation 0.00 Plan Review Fee 1,046.08 �,. Use Tax 3,129.75 Permit Fee 1,609.35 -- Engin. Review Fee 150.00 * * TOTAL * * 5,935.18 -`� 0 *** COMMENTS *** *** CONDITIONS *** MM: Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. *Occupancy is not permitted prior to issuance of Certificate of Occupancy. LM: As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate Minimum of one (1) street tree to be placed within the front setback prior to issuance of a certificate of occupancy. No less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. For one- or two-family dwellings, the first twenty-five feet (251) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. 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Incomplete applications may not be processed. *** Property Address: ,29 4,2 EAT ii,) S7 - Property Owner (please print): A1j,,LI4 M TA—E F ,yg,,eV La-rliy Phone: Property Owner Email: Lu i P yTR ,,E 1 14A0- COM Mailing Address: (if different than property address) Address: /ae k.4i_,4A447-H S --T City, State, Zip: DF4VEF- . eO W,223 Architect/Engineer: 1) r'g "i P, c I Architect/Engineer E-mail: DEA4. HwE e 6,w4 t . CaM Phone: 72-0 -- T X - 9410 ► Contractor: rc-,,J �L4atLz LLC,' Contractors City License #: (tpDA0 Phone: 30,E - & sa - 4,5-6 5 - Contractor Contractor E-mail Address: S'HA JE (c2 tZ)ENVEAa3aILb. Cc'Ni Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL [3 RESIDENTIAL Description of work: (Check all that apply) ❑ EW COMMERCIAL STRUCTURE F1 ELECTRICAL SERVICE UPGRADE [.NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) .. w,L,4� gE BuiLD i.44 A S,,,J6i-E F,4M)L y /Ar"E urjro Sq. FULF Amps Btu's Squares wau Z06— sF Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 173, g�5� OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the infonnation provided on the ?a ' ation. CIRCLE ONE: (OWNETRACTOR) (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) c(CON_ - Electronic Signature (first and last name): DATE: i l-17 DEPARTMENT USE ONLY ZONING COMMMENTS: _ /� f 7„ /I �J J' f OCCUPANCY CLASSIFICATION: 1 Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PV'PLIC, *0JZK- CCAP ✓WS r ) >zCC:F MAIN CVlNM,5�Pa 7- A� SNoftl oN j2C-D- vI�W�R- % wo Li&lr--D 5I7� PtN 70 P -007N --r A�LocEhtr PRcp�2Ti 312117 c. K-. C'aoM SroR�uw�rP Czvlvv. 2) A &94Pt JG C Rgrl �1�TloNGE7`7'��L AND AN I� MAP 514ALi... Yovsol n o S-{ ted !� �Ze?'D ppuva 7o' G•D, 7b 5A/SrJ� Building Division Valuation: City of SINGLE FAMILYIDUPLEX rr `1`% he K S j�idge BUILDING PERMIT AP PLICA woRxs PLICATION REVIEW Date: /2 /17 Location: 2142 �I�TOl�1 7' ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a NE yL ag2AAa located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: b. Site drainage/grading plan have been reviewed and are 2. Public Improvements required & to be completed with project: a. street paving/patching: Yes b. curb & gutter: Yes c. sidewalk: Yes d. Other (specify): Yes Yes :70K No , refer to stipulations. No Completed No Completed —�—/ No Completed No Completed For items not constructed, the amount of funds taken in lieu of construction: $ 3. Does all existing roadway/alley R.O.W. meet the standards of the City: —/— Yes No If not, what is required? If R.O.W. is required, has the deed been received Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. -Atm` -L IL(A 3�2 %l7 Signature Mark Van Nattan Date 5. tJ/A NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date •Stipulations:01 �n! _-�2ii7't�1.+Ji%I �I�s�.�Ll�jl�S-►/���1����r� W/ FZF WAW r4ffpj 7. 4 A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) shall be required prior to the issuance of the Certificate of Occupancy. 8. V NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 City of %heat 1 ' c e 1'U£�L.IC WORKS City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: 3I 2 11-7 Location of Construction: Purpose of Construction: _ �� i=__d M /LY Single Family _1 Commercial Multi -Family Development Review Processine Fee: ................. .............................. $100.00 $ (Required of all projects for document processing) Sinele Family Residence/Duplex Review Fee: ..................................... $50.00 $ O. IV Commercial/Multi-Family Review Fees: • Review of existing or minimal technical documents :........................ $200.00 $ c Initial review' of technical civil engineering documents (Fee includes reviews of the I" and 2nd submittals): .......................... $600.00 � • Trak Impact Study Review Fee: (Fee includes reviews of the 1st and 2nd submittals): .......................... $500.00 $ ® Trip Generation Study Review Fee: .................................................. $200.00 $ • O & M Manual Review & SMA Recording Fee ................................ $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: ® Resubmittal Fees: 3'd submittal (% initial review fee) :.................................................... $300.00 $ 4th submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): DD PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. wtA w.ci.wheatridge.co.us Rev 12/12 CRY of ✓ eat Rjdoc 11U1111 c kv()14K" City of Wheat Fridge Municipal Building 7500 W. 29h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: ADDRESS: 2142 A--A-r0 ! :5L Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File "'WIV.ci.whea(ridge.cc. us Rev 2/08 v== M PIN. RID 3 1/Y 000 CAP WNST 1/4 CORNER SE 1/4 T35 R69W Q THE 1111 .M. FIND 3 1/Y ALLOY CAP CITY OF WHEAT RIDGE PUBLIC NARKS DATE 31112017 __... RECEIVED 3/1/2017 1st Submittal _ ESC 1111M CK 8, EXCEPT THE REAR 8 FEET THEREOF, OLINGER GARDENS, F JEFFERSON, STATE OF COLORADO h 1 z' RECORDED EASEMENTS OR RIGHTS OF WAY WATCH MAY EFFECT THIS PROPERTY MAY NOT HOWN HEREON SU&IECT TO THE RECEIPT OF A CURRENT TITLE COMMITMENT POLICY. \ .L AREA OF PARCEL IS 8,290 SQUARE FEET, OR 0,143 ACRES MORE OR LESS \ PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY \ ;MENT OR LAND MONUMENT OR ACCESSORCOMMITS A CLASS TWO (2) MISDEMEANOR 08, C.R.Y. \ UANT TO STATE STATUTE 18-4-5S \ \ :E: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED \ ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN 7WS SURVEY BE \ 7ENCFD MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 1\\ \\,' 13-80-105(3)(A)) \ '7N SURVEYING, INC: RECOMMENDS ALL INTERESTED PARTIES RETAIN THE SERVICES OF A \ ETENT INDIVIDUAL TO CONSULT PERTINENT DOCUMENTS FOR SPECIFIC DEVELOPMENT \ ��BNMDNS AND CRITERIA NiGHT,APPLY TQ SU@JECT PAROEI. FAI,CQN RY,E'ONG. ' r * SIG 'M UPON VORITHE OF SUBJECT PROPERTY,OA RIt Nd RESPON51 T PA 4 THE \\ T ACCESS TO PROPERTY FROM EATON STREET AND PUBLIC ALLEY (BOTH PUBLIC RIGHTS AY) EXIST AT TIME OF SURVEY. RIGHTS TO ACCESS NOT ADDRESSED BY SURVEYOR... \ D.UTILITIES AND/OR PIPE LINES ARE SHOWN PER NSIBLE SURFACE EVIDENCE AND \Y PLANS. ADDITIONAL UTILITIES, IN USE OR ABANDONED. MIGHT EXIST ON, NEAR OR \ �4NG THE SUBJECT PROPERTY. LACKING EXCAVATION, THE EXACT LOCATION OF \ RGROUND FEATURES CANNOT BE ACCURATELY. COMPLETELY AND RELIABLY DEPICTED. \ E ADDITIONAL OR MOIL DETAILED INFOiMA71ON LS REOUIRED, THE CLIENT IS ADNSED \ EXCAVATION MAY BE NECESSARY. WITHOUT EXPRESSING A LEGAL OPI M AS TO THE \ RSHIP OR NATURE OF. THE POTENTIAL OVERHANGS. THE DIMENSIONS OF ALL UTILITY V CROSSMEMBERS ANU/OR OVERHANGS SHOWN HEREON ARE LOCATED TO THE BEST OF ABILITY AND ARE APPROXIMATE. FALCON SURVEYING INC. AND THE SURVEYOR OF ID SHALL NOT BE LIABLE FOR THE LOCATION OF OR THE FAIUIRE TO NOTE THE TON OF NON—VISIBLE UTILITIES, USTANCES ARE IN U.S. SURVEY FEEL iMARK; FOUND CITY AND COUNTY OF DENVER BRASS CAP STAMPED '107A' LOCATED IN i" CORNER OF THE INTERSECTION OF SHERIDAN BOULEVARD AND 29TH AVENUE 88 ELEVATION- 9404.20 OF BEARINGS! THE WEST LINE OF THE SOUTHEAST 1/4 OF SECTION 25 T3S R69W OF ;TH P.Y. AS EVIDENCED BY A FOUND 3 1/2' ALLOY CAP IN LAND CORNER BOX IN WEST 'AVENUE FROM WHENCE A FOUND 3 1/4' BRASS CAP IN RANGE BOX IN REARS NORTH '37' WEST, A DISTANCE OF 1318.71 FEET. i i R'S CFRTBIbC.ATE i J. MACKENNA, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORAOO, DO i RTIFY THAT THE SURVEY SHOWN HEREON WAS MAGE N U DER DIRECT SUPERVISION fH1S DRAWING IS AN ACCURATE REPRESENTATION OF SAID SURR VEY. THIS IT SURVEY PLAT COMPLIES WITH SECTION 36-51-108, COLORADO REVISED 6 Y AC NA 34"3 � 4 . E1i10 9940 WEST 25TH AVENUE LAKEWOOD. CO 80215 303-202-1880 WV&FALC0N9JRVE7bka CNE BY .AIA Tate Residence � HVAC Load Calculations for Tate � 2942 Eaton St VVhoarRidgo CO NOW 1 '111"- HVACLOAIDS Prepared By: Thompson Eng. 1615 California. Denver, Co00202 Frinxv �ebnmmvu �o�r ! ����� ��i� -----^-`--�� ���� . ��~ i RhvaoinanACCAapproved Manual Jand Manual Dcomputer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Design Data Reference City: Denver, Colorado Building Orientation: Front door faces South Daily Temperature Range: High Latitude: 39 Degrees Elevation: 5283 ft. Altitude Factor: 0.823 Outdoor Outdoor Outdoor -1111 vac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Thompson Engineering Tate Residence Denver, CO 80202 - — Page_2 Project Report-- --- - - -- -- - GeneralProject Information 72 Project Title: Tate Residence Designed By: Thompson Eng Project Date: Friday, February 11, 2017 Project Comment: Client Name: Tate Client Address: 2942 Eaton St Client City: Whear Ridge CO Company Name: Thompson Eng. Company Address: 1615 California. Company City: Denver, Co 80202 Company Comment: Design Data Reference City: Denver, Colorado Building Orientation: Front door faces South Daily Temperature Range: High Latitude: 39 Degrees Elevation: 5283 ft. Altitude Factor: 0.823 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 1 0.21 n/a n/a 72 n/a Summer: 91 59 15% 50% 75 -39 Check Figures_ Total Building Supply CFM: 1,241 CFM Per Square ft.: 0.458 Square ft. of Room Area: 2,708 Square ft. Per Ton: 1,711 Volume (ft'): 23,823 Building Loads Total Heating Required Including Ventilation Air: 62,118 Btuh 62.118 MBH Total Sensible Gain: 23,258 Btuh 100 % Total Latent Gain: -4,268 Btuh 0 % Total Cooling Required Including Ventilation Air: 23,258 Btuh 1.94 Tons (Based On Sensible + Latent) Notes — - --- - - Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM Rhvac - Residential & Light Commercial HVAC Loads Thompson Engineering Denver, CO 80202 Load Preview Report Elite Software Development, Inc. Tate Residence Page 3 Scope Has AFS Net Ton ft. z /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Min Min HM Clg CFM CFM Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 1.94 1,711 2,708 23,258 4,268 23,258 62,118 965 1,241 965 1,241 1,241 System 1 No 1.94 1,711 2,708 23,258 A,268 23,258 62,118 965 1,241 965 1,241 1,241 15 Supply Duct Latent -49 0 Retum Duct 783 -235 548 921 Zone 1 2,708 22,475 -3,983 22,475 61,197 965 1,241 965 1,241 1,241 1-Lvg, Dine, Kitchen 495 8,381 89 8,470 10,841 171 463 171 463 463 6,8,6,5 C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Thompson Engineering Tate Residence Denver, CO 80202 Page -4 Duct Size Preview Room or Source Minimum Maximum Rough. Design, SP Duct Duct Fit Clg j Act Duct Duct Name Total Cumulative SP Loss: VelocityVelocit y Factor) L/100', Loss, Velocity -- Length Flow -- Flow Flow Size System 1 Supply Runouts Zone 1 0 0 0.0003 0.08 0.00797 662.1 7 6 1-Lvg, Dine. Kitchen (SR -100, 0 0 0.0003 0.08 0.00098 744.9 1 8 SR -160, SR -170, SR -190) TMDD 0 0 0.0003 0.08 0.00797 662.1 7 171 463 463 6 0 0 0.0003 0.08 0.00199 366.7 4 5 2 -Laundry (SR -150) TMDD 0 0 0.0003 0.08 0.0005 366.7 1 67 40 40 5 3 -Restroom Built -In 450 750 0.01 0.1 517.3 12 11 11 1--2 4 -Study (SR -180) TMDD 0 0 0.0003 0.08 0.0007 561.3 1 87 146 146 7 5 -Entry (SR -110) TMDD 0 0 0.0003 0.08 0.00071 509.3 1 60 41 41 6 6 -Master Bdrm (SR -210) TMDD 0 0 0.0003 0.08 0.01178 458.4 12 46 40 40 4 7- Ma ster B a th (S R-2 20) TMDD 0 0 0.0003 0.08 0.00071 509.3 1 65 55 55 6 0 0 0.0003 0.08 0.00103 550 1 5 8 -North Bdrn (SR -130. SR -140) TMDD 0 0 0.0003 0.08 0.00103 550 1 71 46 46 5 9 -NW Bdrm (SR -120) TMDD 0 0 0.0003 0.08 0.00071 447.4 1 103 62 62 5 10 -2nd Stair Built -In 450 750 0.01 0.1 354.8 30 17 17 1--3 11 -3rd LlivingRm Built -In 450 750 0.01 0.1 542.1 254 319 319 3-6 Other Ducts in System 1 Supply Main Trunk (ST -100) TMDD 0 0 0.0003 0.08 0.58427 1035.7 3 1,277 1,271 1,271 15 ST -110 TMDD 0 0 0.0003 0.08 0.02949 1035.7 10 1,277 1,271 1,271 15 ST -120 TMDD 0 0 0.0003 0.08 0.01631 945.7 4 1,017 1,011 1,011 14 ST -130 TMDD 0 0 0.0003 0.08 0.02242 945.7 12 1,017 1,011 1 ,01 1 14 ST -140 TMDD 0 0 0.0003 0.08 0.0362 988.4 8 917 911 911 13 ST -150 TMDD 0 0 0.0003 0.08 0.00579 891.3 7 706 700 700 12 ST -160 TMDD 0 0 0.0003 0.08 0.00404 795.8 6 631 625 625 12 ST -180 TMDD 0 0 0.0003 0.08 0.00342 757.6 5 506 500 500 11 ST -190 TMDD 0 0 0.0003 0.08 0.00492 744.9 5 260 260 260 8 ST -200 TMDD 0 0 0.0003 0.08 0.00492 744.9 5 260 260 260 8 ST -210 TMDD 0 0 0.0003 0.08 0.00984 744.9 10 260 260 260 8 ST -220 TMDD 0 0 0.0003 0.08 0.00071 509.3 1 100 100 100 6 ST -230 TMDD 0 0 0.0003 0.08 0.00142 509.3 2 100 100 100 6 ST -240 TMDD 0 0 0.0003 0.08 0.00877 604.5 13 211 211 211 8 ST -250 TMDD 0 0 0.0003 0.08 0.00337 604.5 5 211 211 211 8 ST -260 TMDD 0 0 0.0003 0.08 0.00354 447.4 5 61 61 61 5 RT -100 TMDD 0 0 0.0003 0.08 0.06838 1011.3 2 1,241 1,241 1,241 15 RT -110 TMDD 0 0 0.0003 0.08 0.03427 1011.3 5 1,241 1,241 1,241 15 RT -130 TMDD 0 0 0.0003 0.08 0.04651 1011.3 6 1,241 1,241 1,241 15 RR -100 TMDD 0 0 0.0003 0.08 0.02584 1011.3 1 1,241 1,241 1,241 15 ST -280 TMDD 0 0 0.0003 0.08 0.0123 550 12 75 75 75 5 ST -290 TMDD 0 0 0.0003 0.08 0.00137 757.6 2 506 500 500 11 ST -300 TMDD 0 0 0.0003 0.08 0.00534 701.7 7 310 310 310 9 ST -310 TMDD 0 0 0.0003 0.08 0.0027 825.1 3 456 450 450 10 ST -320 TMDD 0 0 0.0003 0.08 0.00911 751.7 12 410 410 410 10 C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM Summary System 1 - --- -------- Heating Flow: 965 Design Friction Rate: 0.08 TEL Return: 220.3 Cooling Flow: 1241 Total Cumulative SP Loss: 0.898 TEL Supply: 214.4 Fan ESP: 0.898 Device SP Loss: 0.55 TEL Total: 434.8 Fan SP Available: 0.348 Return Loss Added to Supply: 0.175 C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. I Thompson Engineering Tate Residence Denver, CO 80202 Page 5J Tabular Manual D Ductsize Grid - System 1 Ducts Room Feeds Zones Flow Diam Wid Hei Vel El V System 1 -Main Floor O Supply H (� ST -100 1 1271 15 11.6 16.4 1036 O (� ST -110 1 1271 15 11.6 16.4 1036 O � ST -120 1 1011 14 10.8 15.3 946 O 5� ST -130 1 1011 14 10.8 15.3 946 I] N4� ST -140 1 911 13 10.1 14.2 988 El " ST -150 1 700 12 9.3 13.1 891 SR -130 North Bdrn 1 75 5 3.9 5.5 550 (l ST -160 1 625 12 9.3 13.1 796 SR -150 Laundry 1 50 5 3.9 5.5 367 QjST-180 1 500 11 8.5 12 758 El � ST -290 1 500 11 8.5 12 758 *SR -190 Lvg, Dine, Kitchen 1 50 5 3.9 5.5 367 O � ST -310 1 450 10 7.8 10.9 825 SR -210 Master Bdrm 1 40 4 3.1 4.4 458 O (�Jj ST -320 1 410 10 7.8 10.9 752 S SR -220 Master Bath 1 100 6 4.7 6.6 509 El ST -300 1 310 9 7 9.8 702 A�SR-160 Lvg, Dine, Kitchen 1 260 8 6.2 8.7 745 SR -200 50 5 3.9 5.5 367 ` ST -280 1 75 5 3.9 5.5 550 SR -140 North Bdrn 1 75 5 3.9 5.5 550 O ST -240 1 211 8 6.2 8.7 604 El � ST -250 1 211 8 6.2 8.7 604 SR -180 Study 1 150 7 5.4 7.7 561 El r�, ST -260 1 61 5 3.9 5.5 447 ,SR -120 NW Bdrm 1 61 5 3.9 5.5 447 D ST -220 1 100 6 4.7 6.6 509 ST -230 1 100 6 4.7 6.6 509 SR -110 Entry 1 100 6 4.7 6.6 509 El � ST -190 1 260 8 6.2 8.7 745 El ST -200 1 260 8 6.2 8.7 745 D Qj ST -210 1 260 8 6.2 8.7 745 SR -100 Lvg, Dine, Kitchen 1 130 6 4.7 6.6 662 SR -170 Lvg, Dine, Kitchen 1 130 6 4.7 6.6 662 El 1�. Return O ) RT -100 1241 15 11.6 16.4 1011 El � RT -11 C 1241 15 11.6 16.4 1011 El q� RT -130 1241 15 11.6 16.4 1011 RR -100 1241 15 11.6 16.4 1011 C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM ---Duct Name: ST -110, Fitting: 11-B, Effective Length: 35.5 Rhvac - Residential & Light Commercial HVAC Loads 15 Elite Software Development,Inc Thompson Engineering Up: ST -100 72 11.6 Tate Residence Denver, CO 80202 __ - Rnd 10.0 16.4 -- - Page 6 Tabular Manual D Ductsize Data - Duct System 1 - Supply 0.109 --Duct Name, etc. ---Duct Name: ST -120, Fitting: 8-A1, Effective Length: 21.3 Type Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul , ---Duct Name: ST -100, Fitting: 1-M1, Effective Length: 41.3 0.805 ---Duct Name: ST -130, Fitting: 8-A1, Effective Length: 29.3 Trunk 0.0003 15 1,036 0.002 Up: Fan 72 11.6 0.083 0.032 Rnd 3.0 16.4 38.3 0.584 Nearest Inch 1,271 11.8 0.139 0.759 ---Duct Name: ST -110, Fitting: 11-B, Effective Length: 35.5 Trunk 0.0003 15 1,036 0.008 Up: ST -100 72 11.6 0.083 0.021 Rnd 10.0 16.4 25.5 0.029 Nearest Inch 1,271 39.3 0.109 0.789 ---Duct Name: ST -120, Fitting: 8-A1, Effective Length: 21.3 Trunk 0.0003 14 946 0.003 Up: ST -110 72 10.8 0.076 0.013 Rnd 4.0 15.3 17.3 0.016 Nearest Inch 1,011 14.7 0.093 0.805 ---Duct Name: ST -130, Fitting: 8-A1, Effective Length: 29.3 Trunk 0.0003 14 946 0.009 Up: ST -120 72 10.8 0.076 0.013 Rnd 12.0 15.3 17.3 0.022 Nearest Inch 1,011 44 0.070 0.827 ---Duct Name: ST -140, Fittings: 3-A, 8-A1, Effective Length: 39.9 Trunk 0.0003 13 988 0.007 Up: ST -130 72 10.1 0.091 0.029 Rnd 8.0 14.2 31.9 0.036 Nearest Inch 911 27.2 0.034 0.864 ---Duct Name: ST -150, Effective Length: 7.0 Trunk 0.0003 12 891 0.006 Up: ST -140 72 9.3 0.083 0.000 Rnd 7.0 13.1 0.0 0.006 Nearest Inch 700 22 0.028 0.869 ---Duct Name: ST -160, Effective Length: 6.0 Trunk 0.0003 12 796 0.004 Up: ST -150 72 9.3 0.067 0.000 Rnd 6.0 13.1 0.0 0.004 Nearest Inch 625 18.8 0.024 0.874 ---Duct Name: ST -180, Effective Length: 5.0 Trunk 0.0003 11 758 0.003 Up: ST -160 72 8.5 0.068 0.000 Rnd 5.0 12 0.0 0.003 Nearest Inch 500 14.4 0.021 0.877 ---Duct Name: ST -190, Effective Length: 5.0 Trunk 0.0003 8 745 0.005 Up: ST -110 72 6.2 0.098 0.000 Rnd 5.0 8.7 0.0 0.005 Nearest Inch 260 10.5 0.104 0.794 C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Thompson Engineering Runout 0.0003 6 Tate Residence Denver, CO 80202 Up: ST -230 72 4.7 Page 7, Tabular Manual D Ductsize Data - Duct System I - Supply (cont'd) 6.6 --Duct Name, etc. 0.001 Nearest Inch 100 1.6 Type Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot i Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name: ST -200, Effective Length: 5.0 0.001 Nearest Inch 100 1.6 Trunk 0.0003 8 745 0.005 Up: ST -190 72 6.2 0.098 0.000 Rnd 5.0 8.7 0.0 0.005 Nearest Inch 260 10.5 0.099 0.799 ---Duct Name: ST -210, Effective Length: 10.0 0.001 Nearest Inch 100 3.1 Trunk 0.0003 8 745 0.010 Up: ST -200 72 6.2 0.098 0.000 Rnd 10.0 8.7 0.0 0.010 Nearest Inch 260 20.9 0.090 0.808 ---Duct Name: SR -100, Supplies: Lvg, Dine, Kitchen, Effective Length: 7.0 1.3 Runout 0.0003 6 662 0.008 Up: ST -210 72 4.7 0.114 0.000 Rnd 7.0 6.6 0.0 0.008 Nearest Inch 130 11 0.082 0.816 ---Duct Name: SR -110, Supplies: Entry, Effective Length: 1.0 Runout 0.0003 6 509 0.001 Up: ST -230 72 4.7 0.071 0.000 Rnd 1.0 6.6 0.0 0.001 Nearest Inch 100 1.6 0.068 0.830 ---Duct Name: ST -220, Effective Length: 1.0 Trunk 0.0003 6 509 0.001 Up: ST -130 72 4.7 0.071 0.000 Rnd 1.0 6.6 0.0 0.001 Nearest Inch 100 1.6 0.070 0.828 ---Duct Name: ST -230, Effective Length: 2.0 Trunk 0.0003 6 509 0.001 Up: ST -220 72 4.7 0.071 0.000 Rnd 2.0 6.6 0.0 0.001 Nearest Inch 100 3.1 0.068 0.830 ---Duct Name: SR -120, Supplies: NW Bdrm, Effective Length: 1.0 Runout 0.0003 5 447 0.001 Up: ST -260 72 3.9 0.071 0.000 Rnd 1.0 5.5 0.0 0.001 Nearest Inch 61 1.3 0.018 0.880 ---Duct Name: ST -240, Effective Length: 13.0 Trunk 0.0003 8 605 0.009 Up: ST -140 72 6.2 0.067 0.000 Rnd 13.0 8.7 0.0 0.009 Nearest Inch 211 27.2 0.026 0.872 ---Duct Name: ST -250, Effective Length: 5.0 Trunk 0.0003 8 605 0.003 Up: ST -240 72 6.2 0.067 0.000 Rnd 5.0 8.7 0.0 0.003 Nearest Inch 211 10.5 0.022 0.876 C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM ---Duct Name: SR -130, Supplies: North Bdrn, Effective Length: 1.0 Runout 0.0003 5 Rhvac - Residential & Light Commercial HVAC Loads 0.001 Elite Software Development, Inc. Thompson EngineeringC 0.000 Rnd 1.0 5.5 Tate Residence Denver, CO 80202 Nearest Inch 75 1.3 0.027 Page 8 ---Duct Name: SR -140, Supplies: North Bdrn, Effective Length: 1.0 Runout 0.0003 5 Tabular Manual D Ductsize Data - Duct System 1 - Supply (cont'd) Up: ST -280 72 3.9 ---Duct Name, etc. 0.000 Rnd 1.0 5.5 0.0 Type Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit j Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name: ST-260, Effective Length: 5.0 0.024 0.874 ---Duct Name: SR -160, Supplies: Lvg, Dine, Kitchen, Effective Length: 1.0 Trunk 0.0003 5 447 0.004 Up: ST-250 72 3.9 0.071 0.000 Rnd 5.0 5.5 0.0 0.004 Nearest Inch 61 6.5 0.019 0.879 ---Duct Name: SR -130, Supplies: North Bdrn, Effective Length: 1.0 Runout 0.0003 5 550 0.001 Up: ST -150 72 3.9 0.103 0.000 Rnd 1.0 5.5 0.0 0.001 Nearest Inch 75 1.3 0.027 0.871 ---Duct Name: SR -140, Supplies: North Bdrn, Effective Length: 1.0 Runout 0.0003 5 550 0.001 Up: ST -280 72 3.9 0.103 0.000 Rnd 1.0 5.5 0.0 0.001 Nearest Inch 75 1.3 0.011 0.887 ---Duct Name: SR -150, Supplies: Laundry, Effective Length: 1.0 Runout 0.0003 5 367 0.001 Up: ST -160 72 3.9 0.050 0.000 Rnd 1.0 5.5 0.0 0.001 Nearest Inch 50 1.3 0.024 0.874 ---Duct Name: SR -160, Supplies: Lvg, Dine, Kitchen, Effective Length: 1.0 Runout 0.0003 8 745 0.001 Up: ST -300 72 6.2 0.098 0.000 Rnd 1.0 8.7 0.0 0.001 Nearest Inch 260 2.1 0.002 0.896 ---Duct Name: SR -170, Supplies: Lvg, Dine, Kitchen, Effective Length: 7.0 Runout 0.0003 6 662 0.008 Up: ST -210 72 4.7 0.114 0.000 Rnd 7.0 6.6 0.0 0.008 Nearest Inch 130 11 0.082 0.816 ---Duct Name: SR -180, Supplies: Study, Effective Length: 1.0 Runout 0.0003 7 561 0.001 Up: ST -250 72 5.4 0.070 0.000 Rnd 1.0 7.7 0.0 0.001 Nearest Inch 150 1.8 0.021 0.877 ---Duct Name: ST -280, Effective Length: 12.0 Trunk 0.0003 5 550 0.012 Up: ST -160 72 3.9 0.103 0.000 Rnd 12.0 5.5 0.0 0.012 Nearest Inch 75 15.7 0.012 0.886 ---Duct Name: ST -290, Effective Length: 2.0 Trunk 0.0003 11 758 0.001 Up: ST -180 72 8.5 0.068 0.000 Rnd 2.0 12 0.0 0.001 Nearest Inch 500 5.8 0.020 0.878 C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM ---Duct Name: ST -300, Effective Length: 7.0 Rhvac - Residential & Light Commercial HVAC Loads 9 Elite Software Development, Inc. Thompson EngineeringFT Up: ST -320 72 7 Tate Residence Denver, CO 80202 Rnd 7.0 9.8 Page 9 Tabular Manual D Ductslze Data - Duct System 1 - Supply (cont'd) 16.5 --Duct Name, etc. Type Roughness Diameter - Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SP ' of Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name: SR -190, Supplies: Lvg, Dine, Kitchen, Effective Length: 4.0 Nearest Inch 50 i Runout 0.0003 5 367 0.002 Up: ST -290 72 3.9 0.050 0.000 Rnd 4.0 5.5 0.0 0.002 Nearest Inch 50 5.2 0.018 0.880 ---Duct Name: ST -300, Effective Length: 7.0 Trunk 0.0003 9 702 0.005 Up: ST -320 72 7 0.076 0.000 Rnd 7.0 9.8 0.0 0.005 Nearest Inch 310 16.5 0.002 0.895 ---Duct Name: SR -200, Effective Length: 5.0 Runout 0.0003 5 367 0.002 Up: ST -300 72 3.9 0.050 0.000 Rnd 5.0 5.5 0.0 0.002 Nearest Inch 50 6.5 0.000 0.898 ---Duct Name: ST -310, Effective Length: 3.0 Trunk 0.0003 10 825 0.003 Up: ST -290 72 7.8 0.090 0.000 Rnd 3.0 10.9 0.0 0.003 Nearest Inch 450 7.9 0.017 0.881 ---Duct Name: SR -210, Supplies: Master Bdrm, Effective Length: 12.0 Runout 0.0003 4 458 0.012 Up: ST -310 72 3.1 0.098 0.000 Rnd 12.0 4.4 0.0 0.012 Nearest Inch 40 12.6 0.005 0.893 ---Duct Name: ST -320, Effective Length: 12.0 Trunk 0.0003 10 752 0.009 Up: ST -310 72 7.8 0.076 0.000 Rnd 12.0 10.9 0.0 0.009 Nearest Inch 410 31.4 0.008 0.890 ---Duct Name: SR -220, Supplies: Master Bath, Effective Length: 1.0 Runout 0.0003 6 509 0.001 Up: ST -320 72 4.7 0.071 0.000 Rnd 1.0 6.6 0.0 0.001 Nearest Inch 100 1.6 0.007 0.891 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. i Summer - Number of active trunks: 21 Number of active runouts: 13 C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Thompson Engineering Tate Residence Denver, CO 80202 Page 10 Tabular Manual D Ductsize Data - Duct System I - Supply (cont'd) Summary Total runout outlet airflow: 1,271 Main trunk airflow: 1,271 Largest trunk diameter: 15 ST -100 Largest runout diameter: 8 SR -160 Smallest trunk diameter: 5 ST -260 Smallest runout diameter: 4 SR -210 Supply fan external static pressure: 0.898 Supply fan device pressure losses: 0.550 Supply fan static pressure available: 0.348 Runout maximum cumulative static pressure loss: 0.898 SR -200 Return loss added to supply: 0.175 Total effective length of return ( ft.): 220.3 RR -100 Total effective length of supply ( ft.): 214.4 SR -200 Overall total effective length ( ft.): 434.8 RR -100 to SR -200 Design overall friction rate per 100 ft.: 0.080 (Available SP x 100 / TEL) System duct surface area (Scenario 1): Total system duct surface area: 418.9 Main 418.9 (Not linked to duct load) C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summary --- --- - ---- - -- Number of active trunks: 3 Number of active runouts: Rhvac - Residential & Light Commercial HVAC Loads Thompson Engineering Elite Software Development, Inc. Tate Residence Denver, CO 80202 _ _ Main trunk airflow: Pagel 1 Tabular Manual D Ductsize Data - Duct System 1 - Return Largest trunk diameter: 15 --Duct Name, etc. Largest runout diameter: - - RR -100 Type Roughness Diameter 15 Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit !Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name: RT -100, Fitting: 5-D, Effective Length: 86.1 Main (Not linked to duct load) Total system duct surface area: 55 Trunk 0.0003 15 1,011 0.002 Up: Fan 72 11.6 0.079 0.067 Rnd 2.0 16.4 84.1 0.068 Nearest Inch 1,241 7.9 -0.107 0.175 ---Duct Name: RT -110, Fittings: 8-A1, 8-A1, Effective Length: 43.2 Trunk 0.0003 15 1,011 0.004 Up: RT -100 72 11.6 0.079 0.030 Rnd 5.0 16.4 38.2 0.034 Nearest Inch 1,241 19.6 -0.072 0.141 ---Duct Name: RT -130, Fitting: 6-F, Effective Length: 58.6 Trunk 0.0003 15 1,011 0.005 Up: RT -110 72 11.6 0.079 0.042 Rnd 6.0 16.4 52.6 0.047 Nearest Inch 1,241 23.6 -0.026 0.094 ---Duct Name: RR -100, Fitting: 6-H, Effective Length: 32.5 Runout 0.0003 15 1,011 0.001 Up: RT -130 72 11.6 0.079 0.025 Rnd 1.0 16.4 31.5 0.026 Nearest Inch 1,241 3.9 0.000 0.026 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summary --- --- - ---- - -- Number of active trunks: 3 Number of active runouts: 1 Total runout outlet airflow: 1,241 Main trunk airflow: 1,241 Largest trunk diameter: 15 RT -100 Largest runout diameter: 15 RR -100 Smallest trunk diameter: 15 RT -100 Smallest runout diameter: 15 RR -100 Runout maximum cumulative static pressure loss: 0.026 RR -100 Return loss added to supply: 0.175 Total effective length of return ( ft.): 220.3 RR -100 System duct surface area (Scenario 1): 55 Main (Not linked to duct load) Total system duct surface area: 55 Notes — - - -- ---- Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development,Inc Thompson Engineering Tate Residence Denver, CO 80202 Page 12 Tabular Manual D Ductsize Data - Duct System 1 - Return (cont'd) Notes — — - - -- — Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Thompson Engineering Tate Residence Denver, CO 80202 Page 13 Tabular Manual D Ductsize - Pressure Changes Graph - System 1 1 0.3 0.2 0.1 3 c m Im -0.2 Pressure Changes Through Route with Highest Static Pressure Loss • Static Pressure Available O Velocity Pressure Total Pressure Available V LN V 4P 4 t • C1 R Notes: Return side point values are at entrance of duct, while supply side points are at exit. When a return system is present, an additional return side point named [Fan Entrance] is drawn in the graph to show the static pressure available at the entrance of the fan. When a supply system is present, and an additional supply side point named [Fan Exit] is drawn to show the static pressure available at the exit of the fan. Any device pressure losses entered for the supply main trunk are accounted for between the fan entry and exit points. i Point Name Static Pressure Available Total Pressure Available' A RR -100 0.000 0.052 B RT -130 -0.026 0.026 C RT -110 -0.072 -0.020 D RT -100 -0.107 -0.054 E [Fan Entrance] -0.175 -0.123 F [Fan Exit] 0.173 0.228 G ST -100 0.139 0.193 H ST -110 0.109 0.164 1 ST -120 0.093 0.139 J ST -130 0.070 0.116 K ST -140 0.034 0.084 L ST -150 0.028 0.069 M ST -160 0.024 0.057 N ST -180 0.021 0.050 O ST -290 0.020 0.049 P ST -310 0.017 0.052 Q ST -320 0.008 0.037 R ST -300 0.002 0.028 S SR -200 0.000 0.007 C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM high performance, sliding glass door, e=0.05 on surface 2, any frame, external shade screen coefficient of 0.45 and 100% coverage, u -value 0.33, SHGC 0.33 4A -6-d: Glazing -Double pane low -e (e = 0.20 or less), high performance, sliding glass door, e=0.05 on surface 2, any frame, u -value 0.33, SHGC 0.33 4A -6-d: Glazing -Double pane low -e (e = 0.20 or less), high performance, sliding glass door, e=0.05 on surface 2, any frame, u -value 0.33, SHGC 0.33 11 D: Door -Wood - Solid Core 12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 18A-38: Roof/Ceiling-Roof Joists Between Roof Deck and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-38 blanket or loose fill 20P -19-t: Partition Floor (STD=O, WTD=46)-Over open crawl space or garage, Passive, R-19 blanket insulation, tile covering 20P-19: Partition Floor (STD=O, WTD=46)-Over open crawl space or garage, Passive, R-19 blanket insulation, any cover 20P-19: Floor -Over open crawl space or garage, Passive, R-19 blanket insulation, any cover Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 417, Summer CFM: 218 Ventilation: Winter CFM: 0, Summer CFM: 0 AED Excursion: Total Building Load Totals: 272.4 6,382 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Thompson Engineering Tate Residence Denver, CO 80202 Page -14, Total Building Summary Loads - 2,353 Component Area Sen Cat Sen Total Description Quan Loss Gain Gain Gain 4A -6-d: Glazing -Double pane low -e (e = 0.20 or less), 10.8 253 0 127 127 high performance, sliding glass door, e=0.05 on surface 2, any frame, external shade screen coefficient of 0.45 and 100% coverage, u -value 0.33, SHGC 0.33 4A -6-d: Glazing -Double pane low -e (e = 0.20 or less), high performance, sliding glass door, e=0.05 on surface 2, any frame, u -value 0.33, SHGC 0.33 4A -6-d: Glazing -Double pane low -e (e = 0.20 or less), high performance, sliding glass door, e=0.05 on surface 2, any frame, u -value 0.33, SHGC 0.33 11 D: Door -Wood - Solid Core 12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 18A-38: Roof/Ceiling-Roof Joists Between Roof Deck and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-38 blanket or loose fill 20P -19-t: Partition Floor (STD=O, WTD=46)-Over open crawl space or garage, Passive, R-19 blanket insulation, tile covering 20P-19: Partition Floor (STD=O, WTD=46)-Over open crawl space or garage, Passive, R-19 blanket insulation, any cover 20P-19: Floor -Over open crawl space or garage, Passive, R-19 blanket insulation, any cover Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 417, Summer CFM: 218 Ventilation: Winter CFM: 0, Summer CFM: 0 AED Excursion: Total Building Load Totals: 272.4 6,382 0 6,188 6,188 142 3,327 0 2,353 2,353 42 1,162 0 360 360 3245.4 14,976 0 2,384 2,384 1287.2 2,650 0 672 672 495 1,139 0 0 0 150 345 0 0 0 210 746 0 63 63 30,980 0 12,147 12,147 4 62,118 800 920 1,720 23,258 Btuh 100 0 4,000 4,000 0 % Total Cooling Required Including Ventilation Air: 0 0 Tons (Based On Sensible + Latent) 4,331 -285 2,174 1,889 26,807 -4,783 3,165 -1,618 0 0 0 0 0 0 852 852 62,118 -4,268 23,258 18,990 Check Figures_ Total Building Supply CFM: 1,241 CFM Per Square ft.: 0.458 Square ft. of Room Area: 2,708 Square ft. Per Ton: 1,711 Volume (ft'): 23,823 Building Loads Total Heating Required Including Ventilation Air: 62,118 Btuh 62.118 MBH Total Sensible Gain: 23,258 Btuh 100 % Total Latent Gain: -4,268 Btuh 0 % Total Cooling Required Including Ventilation Air: 23,258 Btuh 1.94 Tons (Based On Sensible + Latent) Notes - - - - - - Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM high performance, sliding glass door, e=0.05 on surface 2, any frame, external shade screen coefficient of 0.45 and 100% coverage, u -value 0.33, SHGC 0.33 4A -6-d: Glazing -Double pane low -e (e = 0.20 or less), high performance, sliding glass door, e=0.05 on surface 2, any frame, u -value 0.33, SHGC 0.33 4A -6-d: Glazing -Double pane low -e (e = 0.20 or less), high performance, sliding glass door, e=0.05 on surface 2, any frame, u -value 0.33, SHGC 0.33 11 D: Door -Wood - Solid Core 12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 18A-38: Roof/Ceiling-Roof Joists Between Roof Deck and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-38 blanket or loose fill 20P -19-t: Partition Floor (STD=O, WTD=46)-Over open crawl space or garage, Passive, R-19 blanket insulation, tile covering 20P-19: Partition Floor (STD=O, WTD=46)-Over open crawl space or garage, Passive, R-19 blanket insulation, any cover 20P-19: Floor -Over open crawl space or garage, Passive, R-19 blanket insulation, any cover Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 417, Summer CFM: 218 Ventilation: Winter CFM: 0, Summer CFM: 0 AED Excursion: System 1 Main Floor Load Totals: 272.4 6,382 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Thomp DenrCO 80202 ® Denver, on ring - - - - - - - - --- Tate Residence n System 1 Main Floor Summary Loads 0 Component Area Sen Lat Sen Totall Description Quan Loss Gain Gain Gain 4A -6-d: Glazing -Double pane low -e (e = 0.20 or less), 10.8 253 0 127 127 high performance, sliding glass door, e=0.05 on surface 2, any frame, external shade screen coefficient of 0.45 and 100% coverage, u -value 0.33, SHGC 0.33 4A -6-d: Glazing -Double pane low -e (e = 0.20 or less), high performance, sliding glass door, e=0.05 on surface 2, any frame, u -value 0.33, SHGC 0.33 4A -6-d: Glazing -Double pane low -e (e = 0.20 or less), high performance, sliding glass door, e=0.05 on surface 2, any frame, u -value 0.33, SHGC 0.33 11 D: Door -Wood - Solid Core 12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 18A-38: Roof/Ceiling-Roof Joists Between Roof Deck and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-38 blanket or loose fill 20P -19-t: Partition Floor (STD=O, WTD=46)-Over open crawl space or garage, Passive, R-19 blanket insulation, tile covering 20P-19: Partition Floor (STD=O, WTD=46)-Over open crawl space or garage, Passive, R-19 blanket insulation, any cover 20P-19: Floor -Over open crawl space or garage, Passive, R-19 blanket insulation, any cover Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 417, Summer CFM: 218 Ventilation: Winter CFM: 0, Summer CFM: 0 AED Excursion: System 1 Main Floor Load Totals: 272.4 6,382 0 6,188 6,188 142 3,327 0 2,353 2,353 42 1,162 0 360 360 3245.4 14,976 0 2,384 2,384 1287.2 2,650 0 672 672 495 1,139 0 0 0 150 345 0 0 0 210 746 0 63 63 30,980 0 12,147 12,147 4 62,118 800 920 1,720 23,258 Btuh 100 0 4,000 4,000 0 % Total Cooling Required Including Ventilation Air: 0 0 Tons (Based On Sensible + Latent) 4,331 -285 2,174 1,889 26,807 -4,783 3,165 -1,618 0 0 0 0 0 0 852 852 62,118 -4,268 23,258 18,990 Check Figures - --CF -- -- - Supply CFM: 1,241 M Per Square ft.: - -- - - 0.458 Square ft. of Room Area: 2,708 Square ft. Per Ton: 1,711 Volume (ft3): 23,823 ----- - -- ISystem Loads - I Total Heating Required Including Ventilation Air: 62,118 Btuh 62.118 MBH Total Sensible Gain: 23,258 Btuh 100 % Total Latent Gain: -4,268 Btuh 0 % Total Cooling Required Including Ventilation Air: 23,258 Btuh 1.94 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Thompson Engineering Tate Residence Denver, CO 80202 Page 16 System 1 Main Floor Pie Chart System 1 Main Floor Loss 62,118 Btuh System 1 Main Floor Gain 18,990 Btuh Wall 24% Glass 1 f Wall Glass 42% Door 2% Ductwork 7% Infiltration 43% Floor 0% Roof 3% AED Excursion 4% vork 9% Equipment 19% 'eople 8% Door 2% C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM System 1 Main Floor Gain 18,990 Btuh 10,000 8,000 6,000 Floor 4% Wall 24% Door 2% Infiltration 43% Roof 4% Glass 16% Ductwork 7% 4,000 - - -- -I, 2,000 0 �- -, - Floor 0% Wall 12% Door 2% Equipment 19% AED Excursion 4% Roof 3% Glass 42% People 8% Ductwork 9% C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Thompson Engineering Tate Residence Denver, CO 80202 -- -- ---- - - - - - ---- - -- Page 17 System 1 Main Floor Bar Graph 30,000 25,000 20,000 System 1 Main 15,000 --- - Floor Loss - 62,118 10,000 Btuh - 5,000 i � i 0 - - -- -- --- - System 1 Main Floor Gain 18,990 Btuh 10,000 8,000 6,000 Floor 4% Wall 24% Door 2% Infiltration 43% Roof 4% Glass 16% Ductwork 7% 4,000 - - -- -I, 2,000 0 �- -, - Floor 0% Wall 12% Door 2% Equipment 19% AED Excursion 4% Roof 3% Glass 42% People 8% Ductwork 9% C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM Rhvac - Residential & Light Commercial HVAC Loads ® Elite Software Development, Inc. Thompson Engineering Tate Residence Denver, CO 80202 — --- Page 18J Manual S Performance Data System 1 - Main Floor Cooling Loads and Design Conditions Outdoor Dry Bulb: 91 Sensible Gain: 23,258 Outdoor Wet Bulb: 59 Latent Gain: -4,268 Indoor Dry Bulb: 75 Total Gain: 18,990 Indoor RH: 50 Load SHR: 1.22 Elevation: 5283 Supply Airflow: 1,241 Latitude: 39 Entering Dry Bulb: (Error) Altitude Factor: 0.82 Entering Wet Bulb: (Error) E uipment Performance Data at System Design Conditions Standard Air Conditioner Model: 24ANA724A30+FE4AN(B,F)003+UI, Nominal Capacity: 23,800 Interpolation Results: Percent Load of Load Sensible Capacity: 0 23,258 0% Latent Capacity: 0 -4,268 0% Total Capacity: 0 18,990 0% C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM high performance, sliding glass door, e=0.05 on Rhvac - Residential & Light Commercial HVAC Loads Thompson Engineering Elite Software Development, Inc. Tate Reside Denver, CO 80202 Page 19 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) J Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 4A -6-d: Glazing -Double pane low -e (e = 0.20 or less), 10.8 253 0 127 127 high performance, sliding glass door, e=0.05 on surface 2, any frame, external shade screen coefficient of 0.45 and 100% coverage, u -value 0.33, SHGC 0.33 4A -6-d: Glazing -Double pane low -e (e = 0.20 or less), 272.4 6,382 0 6,188 6,188 high performance, sliding glass door, e=0.05 on surface 2, any frame, u -value 0.33, SHGC 0.33 4A -6-d: Glazing -Double pane low -e (e = 0.20 or less), 142 3,327 0 2,353 2,353 high performance, sliding glass door, e=0.05 on surface 2, any frame, u -value 0.33, SHGC 0.33 11 D: Door -Wood - Solid Core 42 1,162 0 360 360 12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud 3245.4 14,976 0 2,384 2,384 cavity, no board insulation, siding finish, wood studs 18A-38: Roof/Ceiling-Roof Joists Between Roof Deck 1287.2 2,650 0 672 672 and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-38 blanket or loose fill 20P -19-t: Partition Floor (STD=O, WTD=46)-Over open 495 1,139 0 0 0 crawl space or garage, Passive, R-19 blanket insulation, tile covering 20P-19: Partition Floor (STD=O, WTD=46)-Over open 150 345 0 0 0 crawl space or garage, Passive, R-19 blanket insulation, any cover 20P-19: Floor -Over open crawl space or garage, 210 746 0 63 63 Passive, R-19 blanket insulation, any cover Subtotals for structure: 30,980 0 12,147 12,147 People: 4 800 920 1,720 Equipment: 0 4,000 4,000 Lighting: 0 0 0 Ductwork: 3,410 0 1,390 1,390 Infiltration: Winter CFM: 417, Summer CFM: 218 26,807 -4,783 3,165 -1,618 System 1, Zone 1 Load Totals: 61,197 -3,983 22,475 18,492 Check Figures Supply CFM: 1,241 CFM Per Square ft.: 0.458 Square ft. of Room Area: 2,708 Square ft. Per Ton: 1,757 Volume (ft'): 23,823 Zone Loads Total Heating Required: 61,197 Btuh 61.197 MBH Total Sensible Gain: 22,475 Btuh 100 % Total Latent Gain: -3,983 Btuh 0 % Total Cooling Required: 22,475 Btuh 1.87 Tons (Based On Sensible + Latent) Notes - Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM Duct size results above are from Manual D Ductsize except where indicated otherwise. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room See the Manual D Ductsize report for duct velocities and other data. Indicates duct sized with Rhvac's built-in duct sizing rather than with Manual D Ductsize. Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons f Rhvac - Residential & Light Commercial HVAC Loads Btuh Btuh Btuh' Net Required: 1.94 Elite Software Development, Inc. Thompson Engineering -4,268 23,258 Actual: 1.98 77%/23% 18,326 5,474 23,800 Tate Residence Denver, CO 80202 ------ --- - - - - - - - -Page 20 System -1 Room Load Summary Htg Min Run Run Clg Clg Min Act', Room Area Sens Htg Duct Duct Sens Lat Cig Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Lvg, Dine, Kitchen 495 10,841 171 6,8,6,5 - 8,381 89 463 463 2 Laundry 100 4,249 67 5 - 730 -330 40 40 3 Restroom 50 774 12 11-2 517 204 -43 11 11 4 Study 150 5,489 87 7 - 2,645 -388 146 146 5 Entry 60 3,791 60 6 - 745 -290 41 41 6 Master Bdrm 400 2,913 46 4 - 720 -232 40 40 7 Master Bath 113 4,115 65 6 - 990 -359 55 55 8 North Bdrn 270 4,480 71 5,5 - 842 -388 46 46 9 NW Bdrm 306 6,547 103 5 - 1,119 -580 62 62 10 2nd Stair 64 1,904 30 11-3 355 315 -186 17 17 11 3rd Lliving Rm 700 16,094 254 13-6 542 5,783 -1,276 319 319 Duct Latent -49 Return Duct 921 783 -235 System 1 total 2,708 62,118 965 23,258 -4,268 1,241 1,241 System 1 Main Trunk Size: 15 in. Velocity: 1,036 ft./min Loss per 100 ft.: 0.083 in.wg Duct size results above are from Manual D Ductsize except where indicated otherwise. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room See the Manual D Ductsize report for duct velocities and other data. Indicates duct sized with Rhvac's built-in duct sizing rather than with Manual D Ductsize. Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh' Net Required: 1.94 122%/-22% 23,258 -4,268 23,258 Actual: 1.98 77%/23% 18,326 5,474 23,800 i Eouioment Data -- ----- - Type: Model: Indoor Model: Brand: Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AHRI Reference No.: Heating System Natural Gas Furnace 58MVC060-14** Carrier 95 95 AFUE 8.1 56,000 Btuh n/a n/a n/a Cooling System Standard Air Conditioner 24ANA724A30 FE4AN(B,F)003+U I INFINITY 17 PURON AC 15.2 15.2 SEER 8.1 23,800 Btuh 18,326 Btuh 5,474 Btuh 1249821 C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM i Rhvac - Residential & Light Commercial HVAC Loads Thompson Engineering Denver, CO 80202 Building Rotation Duct Sizes Elite Software Development, Inc. Tate Residence ---- -- - Page 21 C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM Direction Front door Faces Room or S SW W NW N NE E SE Max Duct Name Duct Htg ClgHtg Clg Htg Clg Htg Clg Htg Clg Htg Clg Htg Clg Htg Clg Size Flow Flow Flow Flow Flow Flow Flow Flow Flow Flow -- Flow Flow Flow Flow Flow Flow --- System 1 --- Supply Runouts Zone 1 6 1-Lvg, Dine. K tchen (SR -100, SR -160, SR -170, SR -190) 171 463 171 579 171 618 171 564 171 467 171 571 171 641 171 579 6 g 5 2 -Laundry (SR -150) 67 40 67 43 67 43 67 42 67 40 67 42 67 45 67 43 5 3 -Restroom 12 11 12 22 12 16 12 11 12 11 12 11 12 17 12 22 1-3 4 -Study (SR -180) 87 146 87 122 87 72 87 109 87 140 87 125 87 94 87 138 7 5-Entry(SR-110)60 41 60 48 60 38 60 46 60 40 60 39 60 40 60 40 6 6 -Master Bdrm (SR -210) 46 40 46 40 46 42 46 65 46 38 46 66 46 44 46 40 5 7 -Master Bath (SR -220) 65 55 65 81 65 69 65 59 65 46 65 60 65 72 65 81 6 8 -North Bdrn (SR -130, SR -140) 71 46 71 63 71 45 71 44 71 45 71 45 71 46 71 63 5 5 9 -NW Bdrm(SR-120) 103 62 103 73 103 65 103 59 103 59 103 60 103 67 103 73 5 10 -2nd Stair 30 17 30 18 30 17 30 17 30 17 30 21 30 17 30 22 1-3 11 -3rd Uiving Rm 254 319 254 309 254 243 254 282 254 294 254 291 254 260 254 315 3-6 Other Ducts in System 1 Supply Main Trunk (ST -100) 277 271 ,277 ,271 ,277 273 277 ,296 ,277 269 ,277 ,297 ,277 275 ,277 271 15 ST -110 277 ,271 ,277 ,271 ,277 ,273 ,277 ,296 ,277 269 ,277 297 ,277 275 ,277 ,271 15 ST -120 017 1 ,01 1 ,017 1,011 ,017 ,013 ,017 ,036 ,017 ,009 ,017 ,037 ,017 ,015 ,017 1,011 14 ST -130 017 1,011 ,017 1,011 ,017 ,013 ,017 ,036 ,017 ,009 ,017 ,037 ,017 ,015 ,017 1,011 14 ST -140 917 911 917 911 917 913 917 936 917 909 917 937 917 915 917 911 13 ST -150 706 700 706 700 706 702 706 725 706 698 706 726 706 704 706 700 12 ST -160 631 625 631 625 631 627 631 650 631 623 631 651 631 629 631 625 12 ST -180 506 500 506 500 506 502 506 525 506 498 506 526 506 504 506 500 11 ST -190 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 8 ST -200 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 8 ST -210 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 8 ST -220 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 6 ST -230 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 6 ST -240 211 211 211 211 211 211 211 211 211 211 211 211 211 211 211 211 8 ST -250 211 211 211 211 211 211 211 211 211 211 211 211 211 211 211 211 8 ST -260 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 5 RT -100 241 241 ,399 ,399 ,267 ,267 ,298 298 ,197 ,197 ,331 ,331 ,343 ,343 ,417 ,417 16 RT -110 241 241 ,399 ,399 ,267 267 ,298 298 ,197 ,197 ,331 ,331 ,343 ,343 ,417 ,417 16 RT -130 241 241 ,399 ,399 ,267 ,267 298 298 ,197 ,197 ,331 ,331 ,343 ,343 ,417 ,417 16 RR -100 241 241 ,399 ,399 ,267 267 ,298 298 ,197 ,197 ,331 ,331 ,343 ,343 ,417 ,417 16 ST -280 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 5 ST -290 506 500 506 500 506 502 506 525 506 498 506 526 506 504 506 500 11 ST -300 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 9 ST -310 456 450 456 450 456 452 456 475 456 448 456 476 456 454 456 450 10 ST -320 410 410 410 410 410 410 410 410 410 410 410 410 410 410 410 410 10 Bldg. High Dir.: Southeast C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:26 PM Rhvac - Residential & Light Commercial HVAC Loads Thompson Engineering Denver, CO 80202 IT Building Rotation Duct Sizes (cont'd) Elite Software Development, Inc. Tate Residence Page 22 C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:27 PM Direction Front door Faces Summary Room or Duct Name S SW W NW N NE _ E SE Max Duct Size Htg Flow Clg Flow Htg Flow Clg Flow Htg Flow Clg Flow Htg Flow Clg Htg Flow Flow Clg Flow Htg Flow Clg Flows Htg Flow Clg Flow Htg Flow Clg Flow Sensible Gain: 26,443 Latent Gain: 4,267 C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:27 PM Summary System 1 Heating Flow. 965 Design Friction Rate: 0.08 TEL Return: 220.3 Cooling Flow: 1241 Total Cumulative SP Loss: 0.898 TEL Supply: 214.4 Fan ESP: 0.898 Device SP Loss: 0.55 TEL Total: 434.8 Fan SP Available: 0.348 Return Loss Added to Supply: 0.175 C:\Users\55machine\Documents\Elite Software\Rhvac 9 Projects\Tate Residence.rh9 Friday, February 24, 2017, 4:27 PM v0NT0(jjt CONSULTING ENGINEERING Umked LIa6111ty Company Soils Investigation and Foundation Report Proposed Residence 2942 Eaton Street, City Wheatridge, Colorado 80214 Prepared For: Denver Design Build, LLC 100 Kalamath Street Denver, CO 80223 Project No. 2016-142 1-9-2017 FINAL DRAFT !t , $0�`d DP'®1F CpNTO('R CONSULTING ENGINEERING Limited Liability Company P.0, Box 984, 26189 Highway'74 Kittredge, CO 80457 'hone: (303) 918-9422 E-mail: igiii(€��tcon,toLir-cc)tisuiti?ig.corp, Soils Investigation and Foundation Report 2942 Eaton Street, City Wheatridge, Colorado 80214 TABLE OF CONTENTS 1 INTRODUCTION 3 2 PROPOSED CONSTRUCTION 3 3 SURFICIAL GEOLOGY AND HAZARDS REVIEW 4 4 GEOTECHNICAL INVESTIGATIONS AND BORING LOG 5 5 LAB TESTING PROGRAM 6 6 GEOTECHNICAL CONDITIONS 8 7 FOUNDATION CHOICE 8 7.1 FOOTING FOUNDATION 8 7.2 SUBSURFACE DRAINAGE 9 7.3 LATERAL SOIL PRESSURES ON WALLS 10 7.4 STRUCTURAL FILL AND BACKFILL 11 7.5 SURFACE WATER DRAINAGE 11 7.6 SPECIAL GEOTECHNICAL INSPECTIONS 12 8.0 GENERAL CONDITIONS 12 1.0 INTRODUCTION AND 2.0 PROPOSED CONSTRUCTION This report presents results of geotechnical investigations and recommendations for foundation design of the proposed two story residence at the address of 2942 Eaton Street in Wheatridge, Colorado 80214. The builder has requested the report to assist in the foundation design, planning and permitting of the project. There is an existing home (see Fig. 1) to be demolished that appears to be on a shallow foundation with possible crawl space (no basement). The new structure is proposed to have a structural floor over a typical crawl space and approximately 10 foot setbacks to the north and south. The existing home shows no signs of foundation distress and based on its age and location we believe it is founded on spread footings. The location of the soil boring we drilled is indicated on the drawing. The boring was located as close to the new structure as possible while avoiding conflicts with existing utilities. Figure 1. Site at 2942 Eaton Street (existing site conditions) with Soil Boring Location (not to scale, north is up). 3 LOT t - n: wu.rn. ezxF- - tn� ;rviet .�i L ly 1 _ - -Te 2932 EATON STREET _... LL - L 'i Ft E TIF�A 2 ,. 58,..4,38..\4 LOT S Figure 1. Site at 2942 Eaton Street (existing site conditions) with Soil Boring Location (not to scale, north is up). 3 3.0 SURFICIAL GEOLOGY AND HAZARDS REVIEW The U.S. Geological Survey Map (Geologic Quadrangle Map GQ -1453) indicates the project is located within an area covered by Pleistocene -age silty clay loess (fine- grained wind deposits). We interpret from our drilling activities that these soils are approximately 7 feet in depth. Below that interbedded sandstone and claystone of the Denver Formation was encountered. The overlying soils will present negligible swelling properties, however claystones in the Denver Formation are known to be possibly expansive. Shallow groundwater is an issue at this site as groundwater was encountered during drilling at a depth of 7.5' which is above a typical basement elevation. No other geologic hazards such as, landslides or abandoned mines or landfills are indicated by the USGS Map (Figure 3). 3 clay s^_ 14-' salndstof 7-" clays€anr } Ql LOESS (HOLOCENE Ats1DPLEISTOCENE)—Yellowish-brawn to _ light -grayish -brown ht- ra rown sandy -silt. {J g g � Peer 2--4 feet (4.6-1.2 ml may contain appreciable amounts of clay and silty clay. Exhibits co- lumnar structure; slightly calcareous: slightly sticky when wet. Generally less than 10 feet (3 m) thick, but may be as much as 20-25 feet (6-7.6 m) thick in northeastern part of quadrangle 4 4.0 GEOTECHNICAL INVESTIGATIONS The geotechnical investigations for this report included geotechnical drilling, sampling and laboratory testing. Contour used a 3.5" AMS auger to advance one 19 -foot depth hole at the location indicated on Figures 1. Using an AMS auger provides a continuous sample of the soils for the full depth of drilling. At depth of 4 feet, we drove a thin-walled tube to obtain an undisturbed sample for pocket penetrometer readings and for pocket penetrometer, moisture content and dry density measurement. The geotechnical log of the boring is presented in Figure 4. 2942 Eaton St. Boring B1 0 fi CLAY, sandy, sl. i silty (CL) Loess CLAY, silty, hardpan " 5 becomes softer and wetter Water Table at 7.5' depth -�_'- ===`= CLAYSTONE and SANDSTONE 10=_ claystone is green -brown, high __= plasticity _ = ___ (Denver Formation) bedrock 15 20 1 NOTES: 1. The boring was drilled on 9-11-16 by Contour using an AMS soil auger. 2. Groundwater was encountered at depth 7.5' the time of drilling. 3. The hole was backfilled with cuttings after logging and sampling. Figure 4. Boring Log 5 5.0 LABORATORY PROGRAM A geotechnical laboratory -testing program was performed to characterize the index properties. The following methods were used o Moisture Content and Density ASTM D2937 o Grain Size Analysis, percent fines, -200 sieve only ASTM D1140 o Pocket Penetrometer ASTM WK27337 o Atterberg Limits ASTM D4318 o Density of Soils by Drive Tube Method ASTM D1587 All lab tests were performed on samples that were sealed in waterproof containers and delivered to the lab. The moisture contents should approximate the field moisture content at the time of sampling. The results of this testing are given in the following table. L V W V M Ln W W r n v W w a,w S" I 0 0 0 �. � g U µ D -0 m O Z G 0 (n W O m o r 7 � G) v ^ - t- G c A c1 cl W w .o Cocc o mei 0 0 c r a I D n v_� Qo W W v _c m m .. � W W— 0. N W C w R G F - n W .P l0 Ol Ol lc CO p`�j IQ ko i C (Y) W V V N N o � � ((D � V N A v � x S m = W V m 3 a tin = m v c r+ 7 N F"'' ti N NN r+ �' O y lD F\•.+ S N V (n W W W lD n a'D " a� (D c N N W W Ul p O O o Ol o _ x c1 � � � H (D V W V M Ln -pb W D -0 0 O v (D m S mei D m m .. Ql l0 Ol Ol lc CO p`�j IQ ko (Y) W V V N N ((D N m v 3 r+ 7 N F"'' F` N NN r+ �' lD F\•.+ (n N V (n W W W lD W (D O O c1 � (D 0- C (D lac O I--' O W O O O V to lf'n N A N v ((D to C7 O 00 Ul 4�- W � W + 't *k v n) N In N N O Q N rr f3l V V U'I W V o O o o e+ C (D o n o N 0 0 0 o ry O w O r^ -Dt � D w to v, v, Z z G < N � —h � h —. C 7 7 7 7 N G Q Q. Q R Q- �' cn cn cn r rr < E r r+ D (D Q -h -h V) :3 3 c o 0 o n (D (D T CO 0- a- CL> D 3 3 N e•t v Q C O A (•i r 6.0 GEOTECHNICAL CONDITIONS The soils at this location were determined to consist of about 7 feet of sandy to silty clay overlying interbedded claystone and sandstone bedrock of the Denver Formation. The claystones we sampled have a liquid limit of 53 and 89 percent passing the No. 200 sieve indicating a high expansive material. There is also a high water table of approximately 7.5 feet below the ground surface which follows the sandstone interbeds. The sandstones would not be expansive creating a mix that is in the medium expansive range. This poses challenges for constructing a basement at this location as it will require a foundation design for medium expansive soils, as well as, a way to keep the water table low enough to create a dry basement. 7.0 FOUNDATION CHOICE Due to the mixture of claystone and sandstone below 7 feet creating an overall medium swell potential, and groundwater at 7.5 feet, we are recommending that the foundation be constructed above these depths and utilize the traditional crawl -space elevation construction built on spread footings. 7.1 SPREAD FOOTING FOUNDATIONS (GARAGE and CRAWL SPACE) FROST DEPTH The bottom of the spread footings should be at least 36 inches below the finish grade above for frost protection purposes. ALLOWABLE BEARING CAPACITY The crawl space level and garage footings should be designed for an allowable bearing capacity of 1,500 pounds per square foot (psf). This is a reduced capacity to account for the possibility of water table rising into the foundation elevations. SUBGRADE PREPARATION Footings should be placed on the undisturbed cut surface that has been compacted with a jumping jack compactor or wheel rolling by a large front end ioader with fuii buuket). ii uvei-uigginy occurs below the footing subgrade, the subgrade should be built back up with compacted soils as structural fill. Contour Consulting shall be contacted to make subgrade observations of the footing excavation prior to placing concrete, to verify the soil bearing capacity. Footing concrete shall not be placed on frozen or submerged subgrade. LATERAL LOAD CAPACITY Footings can be assumed to have an ultimate friction factor of 0.40 between the concrete and the subgrade. Soils placed against the footing and stem wall can be assumed to develop an equivalent passive earth pressure of 360 pcf. MINIMUM WIDTH AND REBAR We recommend a minimum width of footings to be 16 inches and the design should result in a minimum dead load of 500 psf on the footing subgrade. Rebar in the footing and wall systems should be adequate enough for the wall to free span a distance of at least 10 feet. Pad footings shall also have rebar and utilize a minimum width of 24 inches. CEMENT TYPE = Type 1-11 (Typical Type for Denver) 7.2 SUBSURFACE DRAINAGE Groundwater was encountered at a depth of 7.5' from grade at the time of our drilling and in the Denver metro area, the water table can rise several feet after unusually wet weather and it can persist for several weeks to months. When this happens (such as 1995 and 2015) some foundations in Denver can take on water. Even though this is a crawlspace installation, we do recommend full damp proofing be applied to the stem walls and footing. We also recommend an interior perimeter drain that leads to a sump be installed as a precautionary measure in case the water table rises into the foundation. The interior sump pump plumbing may be routed in such a way that it hits a splash block next to the house that leads to a grass lined swale. 9 7.3 LATERAL EARTH PRESSURES Lateral earth pressures determined from the soil type are presented in the following table. In general, at -rest earth pressures are used for permanent, structurally restrained walls such as basement and stem walls. Active earth pressures are appropriate for rigid retaining walls that are allowed to rotate a small amount such as site walls used for grading and landscape, however, such walls are not anticipated for this site. The drained condition is assumed for this project assuming that the basement perimeter drain is in place as recommended in Section 7.3. Table of Lateral Earth Pressure Parameters Earth Pressure Cofficients E uivalent Fluid Pressures At - Active Rest Passive Active At -Rest Passive Ka Ko Kp EFP EFP EFP PSF/FT PSF/FT) PSF/FT 0.36 0.53 2.77 41.5 61.0 318.5 DRAINED CONDITION 95.1 110.4 313.2 SATURATED CONDITION Notes: 1. Active earth pressures used where top of wall is free to rotate Z At rest earth pressures used where top of wall is constrained from rotating 3. Passive earth pressures used for earth pressure resistance in front of the wall 4. EFP calculations assume a total soil unit weight of: 115 PCF 5. The following soils type is assumed: CL 6. Saturated Condition uses the unit weight of water + the coefficient of lateral earth pressure x dry unit weight Backfill behind foundation walls and retaining walls in structural areas should be compacted in lifts to the density required. Compaction should be carefully controlled so that excessive lateral earth pressures, which could result in wall movement, are not generated. A hand -operated ramming compactor ("jumping jack") is recommended for compaction next to the walls. Compaction behind the walls should be performed as described in the following section. 10 7.4 STRUCTURAL FILL AND BACKFILL Where fill soils are necessary under structural elements such as footings, interior/exterior slabs and sidewalks, on-site soils or imported non -swelling soils are suitable for structural fill. The soil should be placed in 6 -inch maximum, loose lifts at optimum moisture content and compacted to at least 95 percent of the maximum dry density and within -3% to +3% of the optimum moisture content as defined by ASTM D698. All topsoil and soil containing organic material should be removed prior to fill placement. Fill next to the stem walls in non-structural areas, shall also be compacted in 6 -inch maximum loose lifts at optimum moisture content to a minimum of 90% ASTM D698 to prevent large settlements and to seal off the foundation from surface water. 7.5 SURFACE WATER DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the structures have been completed: 1. Backfill around the exterior foundation walls in non-structural areas should be moistened and compacted to at least 90 percent of the maximum dry density as defined by ASTM D-698. 2. The ground surface around the perimeter foundation walls should be sloped to drain away from the structures in all directions. We recommend a minimum slope of 8% away from the building in soils. If the area is paved with sidewalk, 2% slope is adequate. 3. Watering adjacent to structures should be avoided. 4. If lawn edging is used around the exterior of structures, it should be perforated to prevent ponding of surface water in the vicinity of the backfill soils. 5. Roof downspouts and other water collection systems should discharge well beyond the limits of the backfill and into a swale. Splash blocks should be appropriately placed and maintained. 6. If a sprinkler system is installed, the sprinkler heads should be placed so that the spray from the heads, under full pressure, does not fall within 5 feet of foundation walls. 7. The exterior backfill should not be covered with a plastic moisture barrier. If the use of some type of fabric is desired, we recommend the use of a geotextile fabric, to allow for natural evaporation of moisture of the backfill soils. 11 7.6 SPECIAL GEOTECHNICAL INSPECTIONS Contour Consulting should be contacted to make soil observations during all foundation work including the open footing trenches, prior to forming and placing concrete, to verify that the bearing soils are consistent with the geotechnical design presented in this report. We also recommend any structural fills that are placed are tested for compaction relative to ASTM D698. We are also available for rebar inspections and concrete testing, should it be needed. 8.0 GENERAL CONDITIONS Information in the attached report is intended to provide an assessment of geotechnical soil suitability for the proposed structure foundation. It is based on our drilling and soil sampling and testing and, referenced geological maps, and our experience with similar construction. While we used our site observations, experience and judgment to assess the suitability, no warranty either express or implied is provided by this report. Variations can occur in soil and bedrock materials and departures from conditions portrayed in the attached report are possible; in the event this is observed to be the case, Contour Consulting shall be contacted to observe the conditions and modify the conclusions, if necessary. 12 W01' p DAV Contour Consulting Engineering, LLC James D. Gill, PE �'If v 30238 P � o FINAL DRAFT Ov, 12 v ��a City of WheatR die CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Y (- Date: z 8 - ► 7 Project Address: 2942 .E-ATtA) S Name of Firm/Individual. submitting documents: DEA VEP- t7Es ; j r3ur�p I, J am a duly authorized representative of the agency indicated beldwand do, by my,-signattare below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) 0 Wheat Ridge Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Signature: Date: ( e cy R p esentative) M �WI=RLdge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: X- 228'- II Project Address: ;ZI4Z F5ATL ►1 5T. Name of Firm/Individual submitting documents: .Demym 0=id k] Suii a Project Type/Description: Alcoa '51a&A 1:a&# HeAft W47* Z%'AC#" Q4AA46- Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 7 -At, am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Fire Protection o Wheat Ridge Sanitation District o Arvada Fire Protection o Clear Creek Sanitation District o Wheat Ridge Water District o Fruitdale Sanitation District o Consolidated Mutual Water District o Westridge Sanitation District o Valley Water District -' Denver Water o Other Agency Notes: Signature: _"_"!�f�'/ d% Date: FEB 2 8 7017 uPphi lvtt I A.4 1t') k t "K E—G nt�ngtt rt Melissa Mackey From: Melissa Mackey Sent: Friday, March 3, 2017 8:21 AM To: dean.hive@gmail.com Cc: shanet@denverbuild.com Subject: 2942 Eaton St. Good morning Dean, I have done an initial review of the plans submitted for 2942 Eaton St., Plan #201700304, and have the following comments: V/. Pages Al, A1.1 and A1.2 do not address smoke detectors or carbon monoxide detectors. Please add this information. ✓ . Page A2.0 do not address which windows and doors are tempered. V/. Please provide truss pack detail information. Once this information is reprinted, 2 original sets will need to be brought our office to be replace in the original submittal set by the person submitting them. We do ask that the old pages be left at our office for comparison purposes. Please let me know if you have any questions. Thanks, Melissa Mackey Senior Permit Technician City of Wheat Ridge ®� ® CITY OF WHEAT RIDGE a ®® Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Tc c Job Address: Z c!`/Z eA-7-0"i Sr Permit Number: Z©l 7003 n0o rcvP -or me I-er -e -ei;Se ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 3-15-1-i Inspector: DO NOT REMOVE THIS NOTICE I, by m 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 perm t I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pclormeisdisclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I , This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. Z. 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. rssuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a 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 issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable cod ordinance or reIation oft is jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date t REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests wil} pe accepted by email only. Please email requests to insptimerequestgei.wheatridge.co.us between 7:30am and 8:00am; the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheat Ridge Residential Electric PERMIT - 201700366 PERMIT NO: 201700366 ISSUED: 03/14/2017 JOB ADDRESS: 2942 Eaton ST EXPIRES: 03/14/2018 JOB DESCRIPTION: Temporary electrical service - 60 amps *** CONTACTS *** OWNER (713)829-2305 LUTHY NANCY SUB (303)650-6050 Kathleen Murphy 130120 Vertical Electric Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 300.00 FEES Total Valuation 0.00 Use Tax 5.40 - Permit Fee 26.50 Y2 ** TOTAL ** 31.90 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2014 NEC. Subject to field inspection. I, by m 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 perm t I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pclormeisdisclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I , This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. Z. 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. rssuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a 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 issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable cod ordinance or reIation oft is jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date t REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests wil} pe accepted by email only. Please email requests to insptimerequestgei.wheatridge.co.us between 7:30am and 8:00am; the morning of the inspection. Please put the address of the inspection in the subject line. 1'emr OfbogrmPSINS TION RECORD INSPECTION REQUEST LINE: (303) 234-5933 Occupancv/Type Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Underground/Slab Inspections Date Inspector Initials Electrical Sewer Service Of The Above uv not cover unuer roun® or tselownn-siaD worK Prior To Rough Inspections Date Inspector Initials Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Wall Sheathing AMOUNT V5 / 1362 AUTii CODE: 814784 11.98 Mid -Roof 31.30 ----- Final Electrical Lath /Wall Tie Final Plumbing Rough Electric ; Roof Rough Plumbing/Gas Line Final Window/Doors Rough Mechanical Final Building Rough Framing Rough Grading Insulation Drywall Screw / Nail Comments City of Wheat Ridge 83/14/2817 11:f3 CDBA Temporary electrical CDA814842 AMOUNT PPSM 2542 Eaton ST 31.38 A41/r'ERMI T NO: 2817883i;E Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. PAYMENT RECEIVED AMOUNT V5 / 1362 AUTii CODE: 814784 11.98 TOTAL ---------------------------- 31.30 ----- Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certifitcate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. -.tea- r........ ... .............................y...it—twu it un 1 u =c = 11 v -laitf 1- of lu aiecmcai iow voitage V the Building Division. `For Inspection Time Window Requests - Please email insptimerequest(a)-ci.wheatridge.co.us by 8:00 A.M. the day of the ispection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather l ItV of W hr. t.ac_1�T�' ( rImi-oIINIIN, i}IN'tt(ttmi%t �, Building & Inspection Services Division 500'tV 2f" Ave • 101he-at R4re. CU 8C=333 U", ice. 303-235-285jr ' Fax 333-237-892: Ir SpeCtion Line. 303-234-1`9_13 Frnai! wf'nnt*icjr ^^r WR 01'F ICE L Sk, 0% LY aRfe 3/' Plan,'Prrmrt r A ),003049 Pilin Review FM Building Permit Application • Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. "I Property Address: �- -( - �- _ . i.��E �'i �• 1 i?t� �. Ji.: r_ I i Property Owner (pleasegrin: �J k t.iiJ: 't l ` �; I . ►: �' Li 1i. _:`; Phone. .� - — Property Owner Email: i)tiYl Mailing Address: (;f d ffcrent than property awre ,.q Address. State. Zip: T Architect/Engineer (�• f'+ Architect/Engineer E-mail: Contractor_ 3��4 k' t i � K ,1 Contractors City License #: o� Phone: Phone:Ol Contractor E-mail Address: ,' t`I (" tt, 1,;" C Sub Contractors: W R City I r een x 11 OVT(>' C11r Lice_—w-d S— Flurribing W R. Crty uoe*se v Ot'+e' G 'y LiC&Is fid Sub C . t I # N1:r:�rsruc:il W ti City t int-ri::r: # Complete all information ott i3(YI-11I side~ of this forin I COMMERCIAL f`.� RFSIDFNTIA. Description of work: (Check all that apply) NLVV GQM%1LRCIAL STRLCTJRL E-ECTRiCAL SERV'ICF LIPGRADF NF.:' R=SI:SFNTIAI STRI1'('Tt1RF _; C:UtAMI-RCIAL ROOFING _ C:Uf NI -I RCIAL ADDITION 1 F,FSIFJFNTIA1 ROOFING RFSDFNTiAI ADDITION .� ';JIN:)0VIl RLPLACEN`1ENT _ CGMMLRCIAL ACC.LSSJRY STRJC'URE ;Ga-ag•a shed deck: et^ .1 RFS:DFNTIAI ACCESSORY S'RUC1 URL (aurugc. ;t -cc, deer, e.c ,J MECHANICAL SYSTEM.APPI, IAN.^,F RFPAiR c• RFPLACEMEN1 L; F', UMf ING SYS! L`.' APPLIANCL RLFAIR or REPLACMENT F ELECTRICAL SYSTEMtA.PPLIANCF RFPA R or RFPLACFMFNI / 0TIit-R(D"c•ibcI l i ):I.:f:l -a-IJ F 11!(illY= '! ;Fc- ALL projects, PIP,3Se provide a detailed desc•ipl • r, of wctrti ;o IDe perlormed, DCI d fi[ u�ie!tt use c�` areas. proposed uses, square footage ex:st_ng cord^ior ird FroPaSPd rew Concition �:ppii4:nC si7� 3nci Ef`C ere -y, :apo ontl anlou`it of lna*orials to h,G useC. LL;. Sq Ft 11 I' MI's -- Galkxts Amps Squares ocher Project Value: ICc"raC, v.31UC J('he c:j5' c all n :e't! ial!.:tnd ....., m:-utlt:tf 1t1'hc enlirc , e•<<:;! rz- 3 0WNf R t't)\'I•R a"I't )k 1,I11;\ XTI'RF I )1 (\1)1 W, I a\1)1\u at:Kf t NU \ 1 . �I.f.1''* i.'rIl"• ll��l :11* ,t:tl'.16. t:l•,I.1 t's. )fl 111-t-1 11 1't, ;r.•rrr if I. 'I., .Irl: C.. ftX .a.+l:llti JI';rl ll:ll•l,: �tf �+11.1 {�.: •. tun, lit .I, r,I \1 h,- it pit: •, „f *„*cr ,ul;-.:.1-irla . ;* Inciu w .rl %o,td. Laal al: m--w.u.o-wet-, and a'l.ratinn-, n"taie x -i: &-i I Ila*. r:a.! adld arra.• I,, ahid. F•* I:I *,rrailira:. rrirlrr ' 1't ..rq• it atir.0 .4 of 11 It I ..•ti,r•:1, tali un(Irfta-lr:: t, il:� a(*r ir.lhlr (iI� (•1'11 h; :d ki,irr .,u:-..1 r.: ,r ,lif rut r I. a •r� i n,.ltr al . ;•:tn rl t>ev:J baxJ un: thtr. a(*, :Icaurrn. lclal 1 4.111 it-, 1%%na r h.r.,• t*-.- � .udl•.,nw.-,1 ^r•. 11.; Ic..d •,..+I:r ,. ' 01::+n•ititt* 1.4 ; .rx r:l .K .lc.::il\,f iwrr, and .an alp, F,,• I'lr i p.r r,un••,-I ary it ;ln lh:, apnc�a:n,n Ire .Ira .I•..:.r.tit, , n :h.. ;+rl —I ..I: I :k— [pl— 11 L•: it i, hulJnl�. lk•rlyd .f1• okliLlr,u. *.artat I I -,n -r `u lnr•: ,r:hr iel;m•t.d it i x,,, i, 1;r ,r:, l r,• j 11' f*a'n-n ( 1R("1 ONE: (rill %7: R+ f( (/NTRWTIP , nr i it 1110R111•U R1 PRF %P \ 1 •11111' ( u! ioll \1:Ri (r O\ IKA( IDR) t It-CIO"1-I"C Srtina(vta'-ttz c an.7l.t+r natYrl. I):'rf : ZONING COMMENT-. Revtevier BUILUI*:v ULPAI<i ILNi r r_5itx1EN'S. DEPARTMENT USE ONLY OCCUPANCY C.iwSV k,.4 i I N building Division Valuation. 5 Kimberly Cook From: Vertical RKW <verticalelectric@msn.com> Sent: Tuesday, March 14, 2017 11:03 AM To: Permits CommDev Subject: Re: 2942 Eaton St temp permit 60amps, sorry. > On Mar 14, 2017, at 11:02 AM, Permits CommDev <Permits@ci.wheatridge.co.us> wrote: > Hi Rich, > Do you have the # of amps for the temp service? > Thanks! > Kim Cook > Permit Technician > 7500 W. 29th Avenue > Wheat Ridge, Colorado 80033 > Office Phone: 303-235-2876 > Fax: 303-237-8929 > www.ci.wheatridge.co.us > CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. > -----Original Message----- • From: Vertical RKW[mailto:verticalelectric@msn.com] > Sent: Tuesday, March 14, 2017 10:46 AM > To: Permits CommDev <Permits@ci.wheatridge.co.us> > Subject: 2942 Eaton St temp permit > Will pay with credit card over the phone when ready. Thanks - Rich 303-598-3491 1 City of Wheat Ridge Residential Demoliti PERMIT - 201601743 PERMIT NO: 201601743 ISSUED: 11/03/2016 JOB ADDRESS: 2942 Eaton ST EXPIRES: 11/03/2017 JOB DESCRIPTION: Demo of entire single family residence at 2942 Eaton St. per State Notice Number 16JE543D *** CONTACTS *** OWNER (713)829-2305 TATE WILLIAM GC (603)680-4565 Jeff Gates 160205 Denver Design Build LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,000.00 FEES"'ID j% Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply with applicable codes and ordinances and is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or ONTRACTOR Circle one) Date 1. This permit was issued bas on the inf ation provided in the permit application and accompanying plans and specifications and is subject to the compliance wit a ocuments, 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code a ordinanc r reguI tion of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date I / REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of "� W heatdge OMMUNITy DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(oD_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: o/ / 3 / Plan/Pennit # '�o 100q3 Plan Review Fee: Building Permit Application t' Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. I Property Address: 2942 EwToAI 5' -r - Property Owner (please print): MLLiAM TATE Phone: 1/3-9,0-2_305' Property Owner Email: LuTNyTA-rc j & MAC. CDM Mailing Address: (if different than property address) Address: /5-ZO AR-046TOAI 5''7'. City, State, Zip: HO u.Y7-W 'TX 77003' Architect/Engineer: DF -44 RiCcI Architect/Engineer E-mail: DE/iid. HIVE 2 GWit. 00M Phone: X20 — 3S -Z - 9461 e Contractor: 17EWE2 4-DESIEA1 13UILD Contractors City License #: 2.398'43 Phone: 303- 990 -/6i6 Contractor E-mail Address: Sf1 ANE7 - (F DENVE-0, S U14.D. Com Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL [31R ESIDENTIAL Description of work: (Check all that apply) [L]J,N,EW COMMERCIAL STRUCTURE ElELECTRICAL SERVICE UPGRADE EW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) ,DErJV9A DES16AJ ,BUILD Wl" E �SCp-Apjrj i A r 5/N6i.E F,4miLy .2942- ERTonJ ST, A^/DLttcDi�JE� EW ,�i�/G�-E FAMIc�I yi � (�/} E T E e N �e 2E T '�bKs /S A,evieNo /, 8100 SF. pL NN/ N 4 VV 1 LL NaT BE L 00 SF \MY R Er E'VeE 7 NEw e'r Ll vABGE SPR ; iii of NAVE - A BASE / 0Ala A CRAWL N -91v046 D By -rte Ofry or wOEA-r ie l D+6A *wo Sq. FULF Amps Btu's Squares ESI ,DENC� /iT /A/ rT.S'LI�CE, .sr e u oTu K-6 /Y Nti/ 8u t LD SPRet� NEw W01 Ttc 7 rf-S\\ BEi'Vh DENV" w , AND 61s e E s'EAV Cle 13Y Gallons XCE L• Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) !o, 000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. UTHOR CIRCLE ONE: (OWNER) (CONTRACTOR) �orAIZED REPRESENTATIVE) of (OWN ) (CONTRACTOR) Electronic SiLnature (first and last name): ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit 4300 Cherry Creek Drive South, APCD-IE-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100—Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLITION APPROVAL NOTICE This approval notice is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008 and the Colorado Air Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies that the structure was inspected for asbestos, luminous exit signs (containing radioactive material), and Ozone -Depleting Refrigerants and the demolition contractor has properly notified the Colorado Department of Public Health and Environment pursuant to Regulation No. 8, Part B. As a contractor, you may be subject to other demolition licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division, strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. Please note that certain asbestos -containing materials (ACM) may remain in the structure during demolition. Therefore, any demolition debris left behind after the completion of post - demolition site cleanup may constitute a reason to know of asbestos -contaminated soil" at the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR 1007-2, Part 1). THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the AsbestoslMQ Unit of project modifications by fax (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This demolition approval notice is valid beginning 10/3/2016. The actual scheduled work dates are from 10/3/2016 through 10/5/2016. Approval issued on: 9/19/2016 Record number: 121107 Notice Number: 16JE5436D For the location specified below: Residential -Private 2942 Eaton St. Wheatridge Jefferson County This notice has been issued to: Denver Design Build LLC 100 Kalamath St Denver, CO 80210 Fee Paid: $60.00 Check number: 1545 Asbestos Building Inspector: Susan Bailey Cerification No.: 13996 Inspection Date: 08/30/2016 IsS 1r COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 17727 Date: 9/21/2004 Property Owner: MIKE BRUCH Property Address: 2942 EATON ST Contractor License No.: 19814 Company: Wests ide Heating and Air Conditioning Inc Phone: 275-9357 Phone: 469-4507 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Total: $1,405.00 $70.25 $0.00 $16.86 $87.11 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application. and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable~reat Ridge ordi~anc 5, for work under this er,m. it. ,-.1 (OVVNER)(CONTRACTOR) SIGNED' n. 'Vt'~) 0 DATil;; tJ I Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: INSTALL 15K BTU WALL VENT FURNACE BUILDING DEPARTMENT USE ONLY ;Zonil1g:QQmments: Approval: Zoning: Suildi_!;!"l)1ments~; Approval: Rl.lblicWorkll.Comni~Qti~ Approval: Occupancy: Walls: SIC: Sq. Ft.: Roof: Stories: Residential Units: EI,ectrical License No : Company: Plumbing License No : Company: Mechanical License No: 19814 Company: Wests ide Heating and Air Conditioning Inc Expiration Date: 4/29/2005 Approval: OK/KS Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject 10 the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue dale or (8) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have l>een or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job, (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation, /~~ Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLICATION Building Pennit Number: Date: Property Owner: f\,\\,'l.9- ~ (--.) cJ\ Property Address: 'LC\ Lj Q... Gx;t Of) 'C>l. Contractor License No.: \Q'&\ 4 Company: W~rlL Nc:xHflD "\- ~Q...~ OWNElVCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 'Jp3-275-r:-t.Y57 Phone: ~~-l}~q-~607 I herebycortify that the setback distances proposed by this permit application... accurate, and do notviolatc applicable ordinances, rules orreguJations ofthc CityofWheatRidgc or covenants. easements orrestrictions of record; thatalI ~ts shown.,and allegationa made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume fun responsibility for comp1ianccwith the Wheat Ridge Building Cede (U.B.e) and all other applicable Wheat Ridge Ordinances, for _k under thispennit (O~CONTRACrO~jSrGNED "Vui:rm ) ~ Construction Value: 1405,00 Pernrit Fee:$ Plan Review Fee:$ Use Tax:$ . Total:$ '67.l.L DATE DESCRIPTION: \ \ vtvtL r.1rVl. l{'\~) \ S~ b+\)WC\. v . BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft: ZQNING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBUC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical Liccnse No: Company: Plumbing License No: Company: Mechanical License No: v:rl) 1 ~ Company: \0%i5IclQ. \1~i Y1<t 4-" Expiration Date: 4/ '2.. q/ a5 Approval: Expiration Date: Approval: Expiration Date: Approval: (l) This permit was issued in accordance with the provisiOn!! set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge. Colorado or any other applicable ordinances of tho City. (2) This permit shall expire if (A) tho wolk luthorized is not commenced within sixty (60) days from issuo date or (B) the building authorized is suspended or abandoned for 1 period of 120 days. . (3) IfthiJ permit expires, a new pennit may be acquired for a fee of one- half the amount non:ballyrcquired. provided no changes have becu. or will be made in the original plans and specificatiOn!! and any suspension'or abandonment hu not exceeded ono (1) year. If changes have been or if sUspension or abandonment exceeds ono (1) year,..ful1 fees shall. be paid for a new pennit (4) No work of any manner shall bo done that will chango the natural, flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shaD receive writte1\ approval OD inspection card before proceeding with succcsnve phases of the job. (6) The issuance ofa pcmtitor the approval of drawings and specification.s shaUnotbe construed to be a pmnit for, nor an approval ot: any violation oithe provisions of tho building codes or any other ordinance, law, ro.le orregulatiou. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: . BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) 8756 4/9/99 Property Owner: Property Address: 2942 EATON ST Contractor License No. : 17152 Company: Precise Plumbing OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenMts, easements or restrictions of record; that all measurements shown, and allegations made l:lre accurate: that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (IU.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (QWNER)(CONTRACTOR) SIGNED DATE Description: Repiace water heater, ready for inspection BUILDING DEPARTMENT USE ONLY ....... Approval: Zoning: ---- Approval: Approval: Occupancy: Walls: Roof: Stories: Electrical License No : Company: Plumbing License No : Company: Expiration Date: Approval: Expiration Date: Approval: Phone: 287-7456 Phone: 534 0881 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Total: $486.00 $23.50 $0.00 $0.00 $23.50 Use: SIC: Sq. Ft.: This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permIt may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases ofthe/.ob. The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the build. codes or any other ordinance, law, rule or regulation (1) (2) (3) (4) (5) (6) Chief Building Il'tflpector Residential Units: Mechanical License No : Company: Expiration Date: Approval: DEPARTMENT OF PLANNING AND DEVELOPMENT Building Pennit Number; , BUILDING INSPECnON DIVISION. 235.2855 CITY OF WHEAT RIDGE Date ;' 7500 WEST 29TH A VENUE WHEAT RIDGE, CO 80215 Property Owner: /?7 IlL: E Property Address: .1 9"/ /._ ( Contractor License No.: / 71 >2. Company: fJ".#'c../.s-e.. //..n1? (';"7'.:z;,e- 4-<',.{ C-;'-f- ,-9 "/ Cf i'-" .j'/ ~ 1Jp Flu-f!A! "0'.,1 /'1 30 :i Phone.: -/J 7- ;;,y 5 (- / if .3) Phone: 5"'Yf/.-1!' B"'i'" / OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT .. Construction Value: L,/? {. Permit Fee: ~~ S"o UseTax:'>pA"s l'O-O:Vf': I hereby certify that the sellledc dislences Il1O"0_ by thIS IHI""" .ppllCaliOn .re .ccurate. ancl elO not VIOlate .""ilClble oraloances. IUIea or regUlaIlOna of the City of WIleIt Rictge Dr coven.ma. easemenrs or restnc:ltOna of _: thilllJl meau_ SIlown. .ncl ./Iag....... r...- .re .ccura..: lIIi1ll h.... re..::a:;_1ly IJI COncliIions lllII1tad on Ill. .ppjlCalion. .na that I ._ tua . tor __ .." IIIe Whut Rictge BulIclIng Cocte (U.B.C.) ana .U OIIIer.PIllit;allIe Whut' """".n..... for_ under Ill.. -. (OWNER)(CONTRACTOR) ~IGNED~ '~l'- ./"~ DATE . Description: r.e/~~-e u1o-€...".. 4.,..,...,{.,... ./ r~,4.e:/f rtG,r .,....,~..e .,[,'0'" Total: 2~ <S 0 BUILDING DEPARTMENT USE ONLY :.t~;dLtJ. ~.'.J'" .;. Approval: Zoning: ~ ~l.!.>'J'o~,j10:':Jl~l:. Appnoval :. .PllbJ~l~,~,,,~~ I Approval: I'~upancy : Walls: Electrical License No : Company: Roof: Stories: Residential Units : Plumbing License No : Company: Mechanical License No : Company: 5:piration Date: Approval: ..ll (PJll18~ulrid~ Expiration Date: Approval: .11. PfIba RiAlufnKl.~ .:..1 Expiration Date : Approval: . ~ufIR~ (I) nUs rMrmn was &SSUed III ICXOI'Uance wnn the ~ set fonn '" yODul aQCMabOn .no II SUOJIlCIID !he JIWI; 01 the SIat.e of CoIoIacIo ana fQ If'Ie lc:In;ng ReoutIlIOns ana Budcllng Coae at W'\at Rtdg.. Co:oraao or any OIlIer aDptable OI'alnances 01 tt1e City. This pemtfI snail excwe If (AI rne wont autncnzea ., not commencea W1D'Wn aaty (60) dly. from ISSue clall 01 (8) ItIe budding IUUIonzea IIIUIPII1deCI 01 abancfoneo for a DenOG at 120 day&. " tl'ul permn 8X0Ult.. a new pemwf may De KaunG lot I 'M 01 on...,..." In. amount normally raound. Pl"DWMcf no Cftanga nave been or will be ".,... lb. onganaJ ~In. and specrboons Ind any SUSDenSIOn Of lDancIontnent nil not 'XCMOed on. (1) y.ar. " cftanges .... macIe or ilSUIl*tllOn 0I1DaMDnn'tem e.xceea. one f 1) ye.... f'ufI rees snail be oelG for I new oetmrl. No wont ot any mann., lnall De dOne Nt WlU d'Ianqe N narutal /tow 0' wa. (:ausmll a dr.lnIge .DrOtIlIm. Connetor snal' nollty rne 8ullChng In.DeQOr nNenty.'our 12") hOuf1ln aavance tor alllnlpecuon. IncllI'lal rlOlNe wnuen a~l on IftSPlCDOft c::am Defatw DtCOHCIlJng Wlln SUCC8SSNe Dnasel at rne ,00. The ISsuance 0' a perm" or tile 'DPf'OY" 01 dtawln9s ,no soeaftc:lllons snail not De cons~ruea 10 De . P8mur for. nor an approwl 01. ,ny VlalDOn of III. ~ at the DUIIO'"9 coaes or ,ny orner ordinance. law. f\I;e 01 regutauon. (4:) (31 (4'1 (SJ' 15) Chief Bullc:llng inspector For Mayor nllSPERM/T VALID ONLY WHEN SIGNEO BY THE CHIEF BUILOING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION