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HomeMy WebLinkAbout3336 Chase StreetCity of Wheat j�idge -.-;'-'COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave F: 303.237.8929 July 22, 2019 Owner/Occupant 3336 Chase Street Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201706313 (New Single Family) 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 — August 19 — 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. 29th Avenue in Wheat Ridge. Cordially, Kimberly Cook Pernut 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 Wheat 1 ,d ,e COMMUNITY DEVELOPMENT www.6wheatridge.co.us GIN E�E,�v May 29, 2018 Mann Builders, LLC David Mann 7165 W. 32nd Ave. Wheat Ridge, CO 80033 RE: Framing Inspection Subject Location: 3336 Chase Street Wheat Ridge, CO 80033 To Whom It May Concern, �170013 CENSPACE, LLC 11332 Oswego Street, Henderson, CO 80640 Phone: (303) 655-9118 Fax: (303) 655-9116 www.censpace.com CO.6841.01 CENSPACE, LLC inspected the timber framing, pre-engineered trusses and steel framing on May 22nd. It is my opinion that the timber and steel framing have been built according to the approved structural plans. These statements represent the opinions of the undersigned based upon the information presented in this report. This report is based upon a relatively short time observation ("snapshot in time") and some of the information may have been supplied by others. Unless specifically noted below this report does not cover electrical, mechanical/plumbing or subsoil conditions including the existence of mold. Since portions of the structure are not available for observation without using destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor explicit, that any portion of the contents of this report and/or associated drawings represents the complete or sole solution with respect to hidden defects or unknown conditions. The undersigned believes that the judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing professionals performing similar design services under similar circumstances. Sincerely, CENSPACE, LLC anSS�/9A1A\ V'� Kyle Swartz, P.E. Page 1 of 1 ' ° o 0 oaz�d -� sC °' CD O TJ7c00 rr f(D a yirkydyz�z _ a H cr N• ° .� N � Y• o o m � �7w a� c O' *k F, ��aOC A O „,P) z m C�d� a� a �] O n rr O m O d Y `- Piz 3 O H x ro w fD• ro Q b O C� o :ac n W w m C/� rA n Q o y�o o ao Fl.� rr N io CD - ^° � o n n 0 w A' w S� �. U °0� = Ve y 3 n fag rr c� �,, moa Z- m zrD d ¢� ° m w m a 0yd ° o o D/}�� n �j N Y .7 .7 Z O N a 'O d -e,l V G �J 0 K E �r g.c r OFF,• N O m w `C S O x m lQ a Ctrl hii C3 ryD p H N ON a p fD O o 9 a Fi 0 rr Q N 'O• F', IM ro H rr y n C) on y Q c o l V 1 ^ n a aM rr O N. N w 14 m CT• O w (9 S A h O 0 a r aQrQ b wnfD .0 5 QrQ k£ O s o \ 1 rr N_ 'p 0 N lr O n (rQQ• CD y t7 n a� o aeD Y- I� 0 w a� O 00 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: W16) Job Address: 33 1-7,F 5-c 15 7` - Permit Number: _'a%% 93 Ll 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: ////6—Inspector: t DO NOT REMOVE THIS NOTICE I* � 4 i CITY OF WHEAT RIDGE -.A Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE InspectionType: Job Address: �� ? Permit Number: ?()I Spix / P I 4f -J4,')1, f`ei' ogl ItV r,-)OY� J No one available for inspection: Time AM/0 Re -Inspection required: 'Ye No When corrections have been made, call for re -inspection, at 303-234-593 Date:_I Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEATAIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: �5 Permit Number: ❑ No one available for inspection: Tim WPM t Re -Inspection required: Yes (No.---� When corrections have been made, call for r�'_inspection_gt,303-234-5933 - Date:) ( l S Inspectori�_/ r � 33 3 6 Ovw, st October 16, 2017 Mann Builders, LLC David Mann 7165 W. 32"d Ave. Wheat Ridge, CO 80033 RF,: Foundation Reinforcing Inspection Subject Location: 3336 Chase St Wheat Ridge, CO 80033 To Whom It May Concern, CENSPACE, LLC 11332 Oswego Street, Henderson, CO 80640 Phone: (303) 655-9118 Fax: (303) 655-9116 www.censpace.com I.V.Ob�F1.VV CENSPACE, LLC inspected the footing and foundation wall reinforcing prior to the placing of concrete on October 13'h and October 26th. We also observed that the UFER was in place at the time of the inspection. It is my opinion that the reinforcing and UFER have been built according to the approved structural plans. These statements represent the opinions of the undersigned based upon the information presented in this report. This report is based upon a relatively short time observation ("snapshot in time") and some of the information may have been supplied by others. Unless specifically noted below this report does not cover electrical, mechanical/plumbing or subsoil conditions including the existence of mold. Since portions of the structure are not available for observation without using destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor explicit, that any portion of the contents of this report and/or associated drawings represents the complete or sole solution with respect to hidden defects or unknown conditions. The undersigned believes that the judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing professionals performing similar design services under similar circumstances. Sincerely, CENSPACE, LLC Kyle Swartz, P.E. Page 1 of 1 X33 6 C IV se, S- h CT 7,o1 -?rib 3i CENSPACE, LLC 11332 Oswego Street, Henderson, CO 80640 Phone: (303) 655-9118 Fax (303) 655-9116 www.censpace.com February, 13 2017 Mann Builders, LLC David Mann 7165 W. 32nd Ave. Wheat Ridge, CO 80033 RE: Garage Foundation Reinforcing Inspection Subject Location: 3336 Chase St Wheat Ridge, CO 80033 To Whom It May Concern, CO.6841.01 CENSPACE, LLC inspected the footing and foundation wall reinforcing for the garage at the above referenced location prior to the placing of concrete. We also observed that the UFER was in place at the time of the inspection. It is my opinion that the reinforcing and UFER have been built according to the approved structural plans. These statements represent the opinions of the undersigned based upon the information presented in this report. This report is based upon a relatively short time observation ("snapshot in time") and some of the information may have been supplied by others. Unless specifically noted below this report does not cover electrical, mechanical/plumbing or subsoil conditions including the existence of mold. Since portions of the structure are not available for observation without using destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor explicit, that any portion of the contents of this report and/or associated drawings represents the complete or sole solution with respect to hidden defects or unknown conditions. The undersigned believes that the judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing professionals performing similar design services under similar circumstances. Sincerely, CENSPACE, LLC Kyle Swartz, P.E. Page 1 of I The City of Wheat Ridge Third Party Form Check List Property Address 3 3 36 074 z S %N 1 �. Permit Number 41 313 Permit Issued Date C4-d-�' Z D 1 `t - Owner Information Property Owner Information v t M(A/)') Property Owner Address eVO3 Inspector Information Inspection Company i tt Inspector Name ! C-) Inspector Contact info. Inspector Statement and Acknowledgement I hearby acknowledge the roof I am inspecting is 6112 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommends 'onstrld spe firs ications �a Inspector: � l� Date: Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat R' 'lding Division inspection. ) Propery Owner/Agent: Date: 5_0 0— This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection_ Drop off in person Permit counter 2nd floor 7500 W_ 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 n0 pLrr+ V cA(Z., 6— 'V\k( Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof Roof Inspection ❑ N/A ( Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail Structural roof components ❑ N/A [ Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/APass ❑ Fail Flashing for roof and walls -Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ N/A Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) ❑ N/A E�l Pass ❑ Fail Crickets and saddles where needed ❑ N/A Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A _ Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 44 piece per shingle ❑ N/A Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC 12012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A] Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A [ Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC ❑ N/A [ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 ❑ N/A ® Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope ❑ N/A [J Pass ❑ Fail Above roof insulation R-25 ❑ N/A 1� Pass ❑ Fail Below roof residential R-38 ❑ N/A Pass Pass ❑ Fail Below roof commercial R-32 ❑ N/A Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shin les Re uirements ❑ N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements ❑ N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes Company Name: Inspector signature: Date of Inspection: The City of Wheat Ridge Third Party Form Check List Property Address � Si- -01 k Permit NumberD l �- Permit Issued Date Owner Information Property Owner Information Property Owner Address Inspection Company Inspector Name Inspector Contact info. Mcin-0 1 60 ��'33 til n `� I/1 Inspector Statement and Acknowledgement I hearby acknowledge the roof I am inspecting is 6112 or over. All roofs that are under 6112 must be inspected by the City of Wheat Ridge Buiding Dept_ I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommends s al! ' cations Inspector: Date: s Property Owner Statement of Acknowledgement *1 hearby acknowledge that i am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ridge -Building Division inspection. Propery OwnerlAgent: � ��� Date: 5-0)0-1 This original document and permit card, as well as the roofing check lift, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W_ 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26117 9,4)sS r\v ,Qt/r- h U'. G VC Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Final Roof ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A I Pass E]Fail Flashing for roof and walls E]Fail If new sheathing is installed verify that it is listed in the YPass permit description (Valuation must be adjusted) ❑ N/A [a Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) ❑ N/A F% Pass ❑ Fail Crickets and saddles where needed ❑ N/A Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A [�J, Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle ❑ N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A LA Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A 9 Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A ❑ Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC ❑ N/A Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 ❑ N/A rug lCt Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope ❑ N/A Pass ❑ Fail Above roof insulation R-25 ❑ N/A G] Pass ❑ Fail Below roof residential R-38 ❑ N/A Pass ❑ Fail Below roof commercial R-32 ❑ N/A Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications - Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements ❑ N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements ❑ N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Notes Company Name: w Li Inspector signature: i1>1 Date of Inspection: `� 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: IL -AC �. E_ Job Address: , C+4 Permit Number:' ❑ No one available for inspection: Tim _ M✓RM Re -Inspection required:/ No No ��' �' When corrections have been made, call for re -inspection at 303 -234 - Date:) Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: iW-;n Job Address: a33 G CL-mr, St , Permit Number: 4 of ZeLW ❑ No one available for inspection: Time.© IVF%PM Re -Inspection required: es No t *When corrections have been made, call for re -inspection at 303-234-5933 Date:% 141 KInspector:.a_ i�rG 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:JobAddress: '3-33(p (_P r` S (f S' Permit Number: '--v t� Q So 3 3 C ❑ No one available for inspection: Time 2Z C) AM/,!!L Re -Inspection required: Yes Nlo..-/ When corrections have been made, call for re -inspection at 303 -234 - Date: C1 T -Z < Inspector: -toy\ 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 q0/- was L , n--- Inspection -eInspection Type: 202- n s /11&4r 2e /ea Job Address: 33 3l, C - n s"s . -�L Permit Number: o ) -7 0 & 3 1 -3 v� ❑ No one available for inspection: Time 13 = ) ,)PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: //I // i' Inspector: -?`i�> DO.NOT REMOVE THIS NOTICE ❑ No one available for inspection: Time 13 = ) ,)PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: //I // i' Inspector: -?`i�> DO.NOT REMOVE THIS NOTICE The City of Wheat Ridge Third Party Form Check List Property Address a Qs -e, YN 1 �. Permit Number Q l 1� Permit Issued Date q_d-� D) Owner Information Property Owner Information Property Owner Address Inspection Company L.n 1 l I -n Inspector Name'Cs_ Inspector Contact info. Inspector Statement and Acknowledgement I hearby acknowledge the roof I am inspecting is 6112 or over. All roofs that are under 6112 must be inspected by the City of Wheat Ridge Buiding Dept- * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommendationd ecdications Inspector: ) s J Date: �1z? ) `' b' --- Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ridge-Ehfilding Division inspection. Propery Owner/Agent: Date: 5_00-) This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection_ Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 no P4rrwt , V cA« 6— "Vkk( Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof Inspection ❑ N/A �Roof Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail Structural roof components ❑ N/A C) Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A Pass ❑ Fail Flashing for roof and walls Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ N/A Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) ❑ N/A //E� Pass ❑ Fail Crickets and saddles where needed ❑ N/A Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 44 piece per shingle ❑ N/A Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A r�Al Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A ( Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC ❑ N/A Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 ❑ N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope ❑ N/A QQ Pass ❑ Fail Above roof insulation R-25 ❑ N/A y 1 Pass ❑ Fail Below roof residential R-38 ❑ N/A Pass ❑ Fail Below roof commercial R-32 ❑ N/A Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements ❑ N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements ❑ NIA ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes r,\ r-. (-ti,:. - „ Company Name: Inspector signature: Date of Inspection: The City of Wheat Ridge Third Party Form Check List Property Address 36 ni. S-1- ` N I k Permit Number 201 W73 l Permit Issued Date q -a0 Z �" Owner Information Property Owner Information t A,/)J1 Property Owner Address L.l n "� 14 inspection Inspection Company Inspector Name Inspector Contact info. Inspector Statement and Acknowledgement * I Nearby acknowledge the roof I am inspecting is 6112 or over. All roofs that are under 6112 must be inspected by the City of Wheat Ridge Buiding Dept_ * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommend: � � r�s an s nations ,� s Inspector: _,, Date: Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ridge-B>mIding Division inspection. Propery Owner/Agent: �'������_C Date: This original document and permit card, as well as the roofing check lift, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W_ 29th Ave Wheat Ridge CO 80033 Draft Date: 7126117 9v3s 5 r\o h u,-- G� k Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Final Roof ❑ N/A Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A Q Pass ❑ Fail Flashing for roof and walls �/► Pass ❑ Fail If new sheathing is installed verify that it is listed in the l� permit description (Valuation must be adjusted) ❑ N/A EF Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) ❑ N/A D Pass ❑ Fail Crickets and saddles where needed ❑ N/A f-�J Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A ❑ Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A [ Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle ❑ N/A Q Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wail spaces ❑ N/A [ Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A ® Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A /� Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A ❑ Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A 1 Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC ❑ N/A Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 ❑ N/A rsh tLl Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope ❑ N/A ® Pass ❑ Fail Above roof insulation R-25 ❑ N/A P Pass ❑ Fail Below roof residential R-38 ❑ N/A Pass ❑ Fail Below roof commercial R-32 ❑ N/A Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications - Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements ❑ N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements ❑ N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Notes Company Name: (te l\ Inspector signature: Date of Inspection: y 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: J Q` t p l Job Address: 3 33 L hg5e, 5 Permit Number: 10/ X06 313 ❑ No one available for inspection: Timed `_9 ',1 AM/PM Re -Inspection required: Yew' -No *When corrections ave been made, call for re -inspection at 303-234-5933 Date:_U177 Inspector: yT' 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 NOTIC Inspection Type: Job Address: C � ci 5 St Permit Number: �L01706 3/3 ❑ No one available for inspection: Time /_7l 1 AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 3� /'/ Inspector: r1on 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: 0 Job Address: 3-3 __' k -� Permit Number:/ ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:-- / Inspector: i 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: 301 R F /_�Of, w" Job Address: 3336 C h o Se 5r Permit Number: h0170631 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call forre-inspection at 303-234-5933 Date: % o Inspector: MT 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: 3 1 R F 3o8 Q E 4 3/3 4PA 36 9/4 Job Address: -3 33z 6 q,5C 5f - Permit Number: 'o -KO/ 706<3 /3 MY �Oil_� 111) 1 lleoq a "I—P r10;15/6011� ❑ No one available for inspection: Time MOO AM/PM Re -Inspection required: es No When corrections h eebeen made, call for re -inspection at 303-234-5933 Date: 611�1 g T�_ Inspector: 1/ DO NOT REMOVE THIS NOTICE M 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: -3o - R ©� Job Address: C � s;.,, S Permit Number: 0171 4 3 1 3 ve ❑ No one available for inspection: Time 3: 'c_� LIA /PM Re -Inspection required: Yes 6D When corrections have been made, call for re -inspection at 303-234-5933 Date: --3 3cli 8 Inspector: DO NOT REMOVE THIS NOTICE 5 - 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: 3 e 0 5 c - Inla ► ;torr,Slee Job Address: -3-S-31., C -)- Permit Number: a 1__7 D 11 3 1 3 10 b = /,3 ❑ No one available for inspection: Time - AI /PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303 -234 - Date: -3 03-234-Date:3 JP& Inspector: T� DO DO NOT REMOVE THIS NOTICE 5 - 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: 3 e 0 5 c - Inla ► ;torr,Slee Job Address: -3-S-31., C -)- Permit Number: a 1__7 D 11 3 1 3 10 b = /,3 ❑ No one available for inspection: Time - AI /PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303 -234 - Date: -3 03-234-Date:3 JP& Inspector: T� DO DO NOT REMOVE THIS NOTICE � . f i i 000v t v ill y�� $ IESOpb � 3 * N33f I t f' d d CC/) CrJ ,j 0 z Ze • Q __1111 �> r O 1 C 0 F 3 g ON d+o+� �nao awwpm m Iwt.+aa soyU w la>tA!M +ort— wUop Pou R,sp a ,wd% NA4s wcaw pnaar+lw pawewaaa y,amda, raee. n +w w,wa,n wpouuo>n aw NV1d MIS AM wA Wy �o rn D �m;io m r � yZ m zO D ::E nnV) n co n �n M0 M I a— W n m`i= aseii n wt •oatm4wil•�n(y Yt� a is. ytt IncUmno mw lsYa�s b)� f..xle•sm Lu)amnta Wutaiena 3rovi rlra 3�Is I I � I I I SN01103dSN10131-4 01103P811S 31x0U33MON3 11A ozus __n�f iI I I MIS -N MEr LN3Ww00 1VId 0 S[103NV113JSIW pf I 1331LLS 0 kaiinO 4 steno 0- )nVM301S0 3OVNIVBO$ I :HO3 03AOaddv DN1i133N1'JN3'SNNOM 3118nd 30GIN IV3HM 40 "D I I I I NAW LI/Zi/6 pap", ripa l d uaoq sey airs —.a of 0-J m toad pumbas aq (lays suogenala rods spin dew 3-11 w Aq ppd ..e u,a-I uoyeayluaJ eumpelD V (Z JJowu sale wwots wog saysadwd twae[po taatwd m uwmy pmearyw se cuonaaszp ayl � snadsumop melp{ow tansy] (( I I I I I I I I 1 1 I O I � 1 I I IM! 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L rom of o.,m _ _ I I I 3';wv M3N ��mwa Amb----------- ------ � wog Remed,(ouw taanp w L.uadwd quou 8uole mems ❑1 � 101 IF. _ k.1=..e�1 airs Nbld glIS I I I I I I I i IIS I I •� i a k I. ___._____ ______ _ __------------------ _ ------ I uall pue gang ,nau o�l_aauy __,_ - 1 8ullslxa Ol laawoJ _-__ _-(µ,yg,�ala,3eoa _ -- - _ am 63 I "luawanosdw( o(Ignd ayl)o uo!I'. uoa do toawaavawwoa ayl —1 m loud w pannbas aq ((eqs iwuad F I uot7annsuoj AM-jO jqg U V OI - 33N3QIS38 A71YVri 379NIT WN ------e --- ---- -- a-------- .ce T1 piepu-s 1413 sad 11emap(s paya¢ue S Pue ulna ,wna mau Vmsuol v;v1]vrA4-4wA1$%lulw a aq Ileys �edols leulpnll6uol 8� apeiO pasodwd punwO bull -3 —i0-3 .0-.£ I pw qma laawo3 -` City of Wheat j�d9e- COMMUNITY DEVELOPMENT -a017b(a313 City of Wheat Ridge Municipal Building 7500 W. 2911 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: 10-20-2017 PERMIT# 201706313 ADDRESS: 3336 Chase Street LOT 1, BLOCK , MANN CONSOLIDATION 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: 27.22' REAR: 56.90' SIDE: 7.04' SIDE: 9.57' The MINIMUM ELEVATION has been determined to be: 5864.98 (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 Signed Print Y • r e �nn• •� ` ', i r^f1 Vf r •rr• rr �`ry Jr � (- I . (► 12 (nn (Surveyor's Seal) Professional Surveyor are identified on the attached exhibit. Tate 1012-o, t FOR OFFICE USE ONLY Approved by: Inspector Date www.ci.wheatridge.co.us Rev 12/06 EXHIBIT Cn - - - -- -- 3 S� r I I W W 9 -___ W O I B 27.22' 3336 Chase St. 56.9 .U". PERMIT #201706313 y ------------- I I I I �/\ � I I I I •r x.3 <,S N NOT TO SCALE NOTICE TO SURVEYOR: 1. Elevations shall be shown for ALL foundation comers. 2. Foundation comers 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 QCT October 1106, 2017 Mann Builders, LLC David Mann 7165 W. 32nd Ave. Wheat Ridge, CO 80033 ruv,: Foundation Reinforcing Inspection Subject Location: 3336 Chase St Wheat Ridge, CO 80033 To Whom It May Concern, 001-2n6 3 1 -Z CENSPACE, LLC 11332 Oswego Street, Henderson, CO 80640 Phone: (303) 655-9118 Fax: (303) 655-9116 www.censpace.com -,0.68 +1.00 CENSPACE, LLC inspected the footing and foundation wall reinforcing prior to the placing of concrete on October 13th and October 26th. We also observed that the UFER was in place at the time of the inspection. It is my opinion that the reinforcing and UFER have been built according to the approved structural plans. These statements represent the opinions of the undersigned based upon the information presented in this report. This report is based upon a relatively short time observation ("snapshot in time") and some of the information may have been supplied by others. Unless specifically noted below this report does not cover electrical, mechanical/plumbing or subsoil conditions including the existence of mold. Since portions of the structure are not available for observation without using destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor explicit, that any portion of the contents of this report and/or associated drawings represents the complete or sole solution with respect to hidden defects or unknown conditions. The undersigned believes that the judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing professionals performing similar design services under similar circumstances. Sincerely, CENSPACE, LLC /L, Kyle Swartz, P.E. Page 1 of I �CT� /N EES October 16, 2017 Mann Builders, LLC David Mann 7165 W. 32nd Ave. Wheat Ridge, CO 80033 T` T--- -� n ----r------ T routidatlon Rellllo-ircing lnspection Subject Location: 3330 Chase St Wheat Ridge, CO 80033 To Whom It May Concern, 301706 3 11 CENSPACE, LLC 11332 Oswego Street, Henderson, CO 80640 Phone: (303) 655-9118 Fax: (303) 655-9116 www.censpace.com CO.6751.00 CENSPACE, LLC inspected the footing and foundation wail reinforcing prior to the placing of concrete on October 13th and October 20th. We also observed that the UFER was in place at the time of the inspection. It is my opinion that the reinforcing and UFER have been built according to the approved structural plans. These statements represent the opinions of the undersigned based upon the information presented in this report. This report is based upon a relatively short time observation ("snapshot in time" and some of the information may have been supplied by others. Unless specifically noted below this report does not cover electrical, mechanical/plumbing or subsoil conditions including the existence of mold. Since portions of the structure are not available for observation without using destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor explicit, that any portion of the contents of this report and/or associated drawings represents the complete or sole solution with respect to hidden defects or unknown conditions. The undersigned believes that the judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing professionals performing similar design services under similar circumstances. Sincerely, CENSPACE, LLC Kyle Swartz, P.E. Page 1 of 1 I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 9 SSSS s 0a 3o 3- Ula Job Address: '3 33/- S7L Permit Number: -00 / -7 o e. 3 ) -;4 aOSl 3GoZ � 3D ❑ No one available for inspection: Time = ! 4 A1� 9 Re -Inspection required: Yes 60) When corrections have been made, call for re -inspection at 303-234-5933 Date: I Inspector: -7-L DO NOT REMOVE THIS NOTICE T 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:203 5A4/Vq- V"O&-r, Gvy-wo eXT Job Address: 3336 C HA54E 5-T Permit Number: 7-01'7 p 6 3)1 ❑ No one available for inspection: Time 8400 O/PM Re -Inspection required: Yes (9 When corrections have been made, call for re -inspection at 303-234-5933 Date: i z %� �� inspector-.�� 9414��_ DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201706313 PERMIT NO: 201706313 ISSUED: 09/27/2017 JOB ADDRESS: 3336 Chase ST EXPIRES: 09/27/2018 JOB DESCRIPTION: New single family home - 3,100 sq ft *** CONTACTS *** OWNER (812)219-9736 DAVID MANN GC (812)219-9736 David J. Mann 150030 Mann Builders LLC SUB (303)862-3810 Bianco Electric 100080 Bianco Electric SUB (970)372-7438 Thomas Wood 090068 C&F Enterprises SUB (303)364-8256 Bryan & Jeremy Gray 120139 Road Runner HVAC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 341,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,746.23 Use Tax 7,161.00 Permit Fee 2,686.50 Engin. Review Fee 150.00 ** TOTAL ** 11,743.73 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. 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. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to 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 information. For one- or two-family dwellings, the first twenty-five feet (25&#39;) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Garage is NOT APPROVED AS AN INDEPENDENT DWELLING UNIT Prior to issuance of a CO, 1 street tree shall be planted within the front setback. In addition, 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 1250 of the cost of the installation shall be required. I, by my signature, do hereby attest that the work to be performed shall comply with all accompany in% approved plans and specifications, applicable building codes, and al�,ap�pp�licable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the pre fe"rty and,am authorized to obtain this permit and perform the work described and approved in conjunction with thisermit. I further atter that I am legally authorized to include all entities named within this document as parties to the work to be performed a that a �vprk to be-perf"ormed is disclosed in this document Nlor its' accompanying approved plans and specifications. Signature of ~ER 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. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made inwriting 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 Offi�ial 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 per s a' not be construe to be a pe it for, or an approval of, an violation of any provision of any applicable code or any ordinance or r i o It s 'cti roval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I- ! ]A --q City of Wh6atRqge , COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Z'I 9 1 ( 7V` 1 _� 06�13VVV J Plan/Permit # Plan Review Fee: I �q� 1 i� Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner Ms/-) Property Owner Email: % rl rl �? ,� �I rS a C G Mailing Address:(if different than propertyaddress) Address: -7l %6 5 v 3_1)4 /b -c - - City, State, Zip: Architect/En ineer: LQJC,5 -btv S V-� V Architect/Engineer E-mail: ���t Phone:_ 1 (;{f ►r1 Contractor: A4 r�q 6" Phone i i L�__q - 7 J_� Contractors City License #: �� i,� Phone:__(�J Contractor E-mail Address: Sub Contractors: Electrical: 6' Ao rs 0 W.R. City License # Other City Licensed Sub: City License # Plumbing: (,�--'F F4grjseS W.R. City License # V Other City Licensed Sub: City License # Mechanical: W.R. City License # . Complete all information on BOTH sides of this form ❑ COMMERCIAL(RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE El 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.) �� Sq. Ft./LF ✓i "Uo Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONES,( (OWNER) Signature (first and last name): ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: arV4 Lr (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) DEPARTMENT USE ONLY DATE: OCCUPANCY CLASSIFICATION: l`�� Pt)eL-10 S' `ccoZ 1bZ PEVIe-W1*F` k4VN t') pcvF 12AA/N 5PowAl ON q12511 7 CV- • TNe s/7ZE: PL,04 71race- P,12OP�(ZTl A -L JW-- Z� GPdDItiJCo GSL7�R 5N R% �7�1/-L P.>E �? _ pp/47p_ 7p G,C, 7b ��R0 pXpo. 6p4j11,& Building Division Valuation: $ ) City of SINGLE FAMILYID UPLEX Wheat f -ye PUBLIC WORKS BUILDING PERMIT APPLICATION REVIEW Date: -7 Location: 3334�1 rMASr- ST ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a 61a yy ,m — 56Z located at the above referenced address. Please note the comments checked below. 1Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: ZOK MI6 �; refer to 2. Public Improvements required & to be completed with project: stipulations. a. street paving/patching: Yes --V(- No Completed b. curb & gutter: Yes --V/ No Completed c. sidewalk: Yes NoCompleted d. Other (specify): Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: $ 3. —V— 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. ecu.- - Signature Mark Van Nattan Dar 5. hVA 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 • • • F q2pg nAZmoi, a2MUET 9.8=s aEga" 7b PIN r.✓7AdAJXA,1nS� 7. 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 (4, % Meat ic1pre PU1111C WORKS City of Wheat Ridge Municipal Building 7500 W. 296 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: ADDRESS:c-T- 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 —1-d-wheatridge.co.us Rev 2/08 City of /' Theat e Pt)BL1C� WORKS City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORDS DEVELOPMENT REVIEW FEES Date: Location of Construction: 3 3 CqA 7 - Purpose Purpose of Construction: irA A4 IL Single Family _z Commercial Development Review Processin¢ Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee:........... I ......................... $50.00 Commercial/Multi-Family Review Fees: ® Review of existing or minimal technical documents: ........................ $200.00 ® Initial review' of technical civil engineering documents (Fee includes reviews of the 1st and 2nd submittals): .......................... $600.00 • Traffic 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 Multi -Family 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: e Resubmittal Fees: 3rd 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): OD 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. tis"NN-ci %%heatridge.co.us Rev 12/12 uCT(� tic NEE�� August 30, 2017 Randy Slusser Charles Abbott Associates, Inc. 390 Interlocken Crescent, 3rd Floor Broomfield, CO 80021 RE: Building Department Comments Subject location: 3336 Chase Street Wheatridge, CO 80212 To Whom It May Concern, CENSPACE, LLC 11332 Oswego Street, Henderson, CO 80640 Phone: (303) 655-9118 Fax: (303) 655-9116 www.censpace.com Project #: CO.6841.01 ENSPACE, LLC has reviewed the Building department comments provided by the city of Denver ted August 18, 2017. Our responses to the comments are listed below: Building Comments 6. The soils report information has been added to the plans. The foundation plans has also been revised to accommodate the soils reports recommendations. See sheet SG. 1, SD.1 and S 1.0. 7. A note has been added for the required special inspections on the steel construction. See sheet Sl). 1. 8. The "NOT FOR CONSTRUCTION" note has been removed from sheet S4.0. Sincerely, CENSPACE, LLC Kyle Swartz, P.E. n Page 1 of 1 L411 o (313 cr�,Py< c/NEE�� August 30, 2017 Randy Slusser Charles Abbott Associates, Inc. 390 Interlocken Crescent, 3`d Floor Broomfield, CO 80021 RE: Building Department Comments Subject location: 3336 Chase Street Wheatridge, CO 80212 To Whom It May Concern, CENSPACE, LLC 11332 Oswego Street, Henderson, CO 80640 Phone: (303) 655-9118 Fax: (303) 655-9116 www.censpace.com Project #: CO.6841.01 CENSPACE, LLC has reviewed the Building department comments provided by the city of Denver dated August 18, 2017. Our responses to the comments are listed below: Building Comments 6. The soils report information has been added to the plans. The foundation plans has also been revised to accommodate the soils reports recommendations. See sheet SG.1, SD.1 and S 1.0. 7. A note has been added for the required special inspections on the steel construction. See sheet SD. 1. 8. The "NOT FOR CONSTRUCTION" note has been removed from sheet S4.0. Sincerely, CENSPACE, LLC Kyle Swartz, P.E. Page 1 of 1 Rev. 03/2017 RESIDENTIAL Building Permit - Plan Review Worksheet Address: 3 5 � � b Ns c 7-- Zoning: - i C - Lot Size: (0 L2 -'S`- sq. ft. Lot Width: > .) ft. Property in the flood plain? � If yes, notify PW Floodplain Administrator and add surveying condition FLD Type of project (applicable survey conditions in parenthesis): ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) ❑ Addition ILC and site plan if Win 2' of setback or in floodplain (FND) if in floodplain (FLD) New ILC and site plan —yes (FND)if Win 2' of setback (NRS)— if in floodplain (FLD) Maximum Lot Coverage: Li V' % Existing Improvements: House: sq. ft. Shed: sq. ft. Detached garage: `° sq ft. Other: sq. ft. Total Existing CD sq. ft Lot Coverage % '2- LA D�-D sq. ft. Proposed Improvements: House/addition: j 1 9 sq. ft. Shed: sq. ft Detached Garage: 5cf7 sq. ft. Other: sq. ft. Proposed+Existing sq. ft Lot Coverage % Required Setbacks: FR S �D S J R Jr Provided Setbacks: FR '9 -7 S S For additions or new construction, is the structure within 2 feet of minimum setbacks?&<5 If yes, add surve ing condition FND. Maximum Height: S 5 ft. Proposed Height: 3 � , � ft. Maximum Size:sq. ft. Proposed Size: `�- 1'� sq. ft. Does the bulk plane apply? (Y/N) If yes, does it meet on all sides (Y/N): FR J SS R (See 26-642 and 26-120.C.1 — applies t all single- mily structures (, ew, addition, accessory) in R 1C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Streetseape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots )4 -New development Additions that increase floor area by 60% or more - use formula: (proposed floor area — existing floor area ) / existing floor area = % inc. If any box above is checked ... (see next page) Rev. 03/2017 For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Other Conditions Access (applies to all new driveways, garages, additions, or new homes/units) For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. 4] For all uses, one access point per property is permitted. Landscaping (applies to addi ' s and new dwelling units) b For one -and two-fam' y dw' , i gs, one tree for every 70 feet of street frontage is required. Street trees required Street trees provided: 100% of the front y d and /o of the entire lot must be landscaped prior to issuance of C.O. In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. �'j��, (A W the t is al4C- Ciro OF WHEAT RIDGE BUILD= AND INSPEMON SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 8003MOD] p. 303.235.2855.,j_ 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 +fiecklist far the project type and be attached to the 8ulding Permit Application at the bane of submission. Appiieations presented for submission writhout a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Project Address: Name of Firm/individual submitting doc uments: Project Project Type/Description: d -s 0 ck � a Signature of Firm Representative or Individual: 4"1 C_ n/1 1 51 i- L Oc rS L f DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY am a duly authorized representative of the agency indicated below and cao, by my signature below, hereby acknowledge recei0t of documents necessary for review and approval of the project indicated above. &M—CIR re resented: (Piease check one) o West Metro Fire Protection o Arvada Fire Protection 7RL Wheat Ridge Sanitation District o Wheat Ridge Water District o Clear Creek Sanitation District o Consolidated Mutual Water District o Fruitdale Sanitation District o Valley Water District o Westridge Sanitation District o Denver Water o Other AgencylVates; L.1✓�5Lf4Z #/ASLARLL. �rt�j2 FQo— -i-r ! - r ✓r4- LEA T !a. t 0e_ Nz D rs rKTcT Signature: . / pate: s/,/ ( itv of l 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: Project Address: Name of Firm/Individual submitting documents: Project Type/Description: Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY , 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 West Metro Fire Protection o Arvada Fire Protection ¢_ Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: d1 tp a o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Signature:, Date: _Z__ epresentaive) __ . ROCKY MOUNTAIN GROUP Job No. 157030 April 4, 2017 Mann Builders LLC 7165 W 32nd Ave Wheat Ridge, CO 80033 Re: Subsurface Soil Investigation 3336 Chase St Formerly known as 3330 Chase St, North Lot Wheat Ridge, Colorado Dear Mann Builders LLC: Rocky Mountain Group (RMG) drilled two test borings at the above -referenced address on March 15, 2017. The layout of the site, existing surface conditions, and the approximate location of our explorations are provided in Figure 1, Aerial Site Map. Our findings, conclusions and recommendations are provided in this report. This report presents geotechnical engineering recommendations for design and construction of residential foundations. The following is excluded from the scope of this report including but not limited to geologic, natural and environmental hazards such as landslides, unstable slopes, seismicity, snow avalanches, water flooding, corrosive soils, erosion, radon, wild fire protection, hazardous waste and natural resources. Site Description and Proposed Construction The site was vacant at the time of our subsurface exploration. Aerial imagery indicates that previous existing structures were on this site. At the time of our subsurface exploration, all previous structures had been removed and the site was roughly graded to be relatively flat across the site. Based on conversations with the client, it is our understanding that the existing property will be split into two residential lots. It is our understanding a single family residence with a basement is planned for the proposed construction. Subsurface Materials From the surface in the test borings, man -placed fill soils were encountered to approximately 4 to 6 feet below the existing ground surface. The fill soil generally consisted of lean clay with sand and construction debris. The surficial fill soil was underlain by firm to very hard cka s o bedrock that extended to the maximum depths explored in the test borings. / city or South Colorado: Colorado Springs, CO 719.548.0600 Central Colorado: Englewood, CO 303.688.9475 Whet Ridge North Colra Greeley, CO 970.330.1071 Monument: 719.488.2145 Pueblo: 719.544.7750 Woodland Park: 719.687.6077 3330 Chase St North Lot Wheat Ridge, Colorado Groundwater was not encountered in the test borings at the time of drilling. However, when checked two days subsequent to drilling, groundwater was encountered at 29 feet in B-1 and was not encountered in B-2. Fluctuations in groundwater and subsurface moisture conditions may occur due to variations in rainfall and other factors not readily apparent at this time. Development of the property and adjacent properties may also affect groundwater levels. Additional descriptions and the interpreted distribution (approximate depths) of the subsurface materials are presented in the Test Boring Logs. The soil/rock classifications shown on the logs are based upon the engineer's classification of samples. Lines shown on the logs represent the approximate boundary between subsurface materials, and the actual transition may be gradual and vary across the site. An Explanation of the Test Boring Logs, the Test Boring Logs, and a Summary of Laboratory Test Results are presented in Figures 2 through 4. Soil Classification Data are presented in Figure 5. Swell/Consolidation Test Results are presented in Figures 6 and 7. Summary of Findings The results of this investigation indicate that the site is suitable for the proposed residence provided the recommendations presented herein are implemented and appropriate construction practices are followed. The most significant geotechnical issue at the site is the presence of the man -place fill soils. We recommend the complete removal of all undocumented fill below foundation bearing components and interior floor slabs. We recommend foundation bearing components bear directly on the claystone bedrock. Foundation Recommendations A spread footing foundation supported on the on-site claystone bedrock is suitable for the proposed structure. A maximum allowable bearing pressure of 2,500 psf with a minimum dead load requirement of 800 psf may be used for design. A 4 -inch void material should be installed in areas where the minimum dead load cannot be attained. The foundation design should be prepared by a qualified Colorado Registered Professional Engineer using the recommendations presented in this report. This foundation system should be designed to span a minimum of 10 feet under the design loads. The bottoms of exterior foundations should be at least 36 inches below finished grade for frost protection. Open Excavation Observation During construction, foundation excavations should be observed by RMG prior to placing structural fill, forms, or concrete to verify the foundation bearing conditions for each structure. Based on the conditions observed in the foundation excavation, the recommendations made at the time of construction may vary from those contained herein. In the case of differences, the Open Excavation Observation report shall be considered to be the governing document. The recommendations presented herein are intended only as preliminary guidelines to be used for interpreting the subsurface soil conditions exposed in the excavation and determining the final recommendations for foundation construction. City of Wheat Ridge n5 Divisc"l- RMG — Rocky Mountain Group 2 Job No. 157030 3330 Chase St North Lot Wheat Ridge, Colorado It is recommended that excavation equipment remain onsite until the open excavation observation has been completed. If unsuitable conditions are identified during the open excavation observation, i.e. pockets of loose/soft soils, high groundwater, potentially expansive or collapsible soils, etc., additional earthwork recommendations and/or testing and potentially alternative foundation recommendations may be required at an additional cost. Interior Floor Slabs Slab performance risk evaluation is an engineering judgement which is used as a predictor of the general magnitude of potential slab heave, and the risk of poor slab performance. The Slab Performance Risk at this site is judged to be `Low' (less than 2% swell with a 500 to 1,000 psf surcharge) based on the criteria in the following table. Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1,000 psf Surcharge) Low 0to<3 0to<2 Moderate 3 to < 5 2 to < 4 'E��High Sto<g 4to<6 Very High >g >6 Note: Based on Colorado Association of Geotechnical Engineers, Guidelines for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area, 1996). The Colorado Association of Geotechnical Engineers (CAGE) recommends structural floors where the slab performance risk is judged to be high or very high. However, the owner must understand that vertical slab movement on the order of two to four inches is considered possible for soils/bedrock of low expansion potential and for structural fill after recommended removal (overexcavation). In some cases, vertical movement may exceed this range. If movement and associated damage to floors and finishes cannot be tolerated, a structural floor system should be used. Floor slabs should be separated from structural components to allow for vertical movement. Control and construction joints should be placed in accordance with the latest guidelines and standards published by the American Concrete Institute (ACI) and applicable local Building Code requirements. Slabs should also be separated from any utility components by isolation joints. Mechanical equipment supported on slabs should be provided with expandable/collapsible sections in order to allow movement of the slab without damage to the equipment or structure. Recommendations for exterior concrete slabs, such as patios, driveways, and sidewalks, are not included in this report. Interior Partitions Interior non-bearing partitions and attached furnishings (e.g., cabinets, shower stalls, etc.) on concrete slabs should be constructed with a void so that they do not transmit floor slab movement to the roof or overlying floor. A void of 3 inches is recommended benoih non- bearing partitions. Doors should be provided with at least a 1 inch gap at floor level. oids and Wheat Ridge RMG — Rocky Mountain Group 3 Job No. 157030 3330 Chase St North Lot Wheat Ridge, Colorado gaps may require reconstruction over the life of the structure to re-establish the void due to vertical slab movement. Interior non-bearing partitions walls and other attached finishes do not require isolation from the structural floor system. Lateral Earth Pressure Parameters Foundation walls should be designed to resist lateral earth pressures. For moisture -conditioned, low -expansive, onsite backfill materials, we recommend equivalent fluid pressure of 55 pcf for "Active" conditions and 75 pcf for "At -Rest" conditions be used for design. The above lateral earth pressure applies to level, drained backfill conditions. Equivalent Fluid Pressures for sloping/undrained conditions should be determined on an individual basis. Site Grading The following sections present recommendations for earthwork during construction including site preparation, structural fill, and exterior backfill. Site Preparation Prior to construction the ground surface in proposed structure and improvement areas should be stripped of existing vegetation, debris, topsoil, undocumented fill, soft, loose, or disturbed native soils and other deleterious material. This includes areas below foundation and floor slabs. In areas where clay soils will in placed the exposed subgrade should be kept from desiccating. Site preparation procedures should be performed such that the potential for standing and ponding of water around the site is minimized. During wet weather earthen berms, swales, or other means should be used to route water away from excavations. Water that accumulates in excavations should be promptly pumped out or otherwise removed and these areas should be allowed to dry out before resuming construction. Structural Fill In the event structural fill is needed, areas to receive structural fill should have topsoil, organic material, or debris removed. The upper 6 inches of the exposed surface soils should be scarified and moisture conditioned to facilitate compaction (usually within 2 percent of the optimum moisture content) and compacted to a minimum of 95 percent of the maximum dry density as determined by the Standard Proctor test (ASTM D-698) or to a minimum of 92 percent of the maximum dry density as determined by the Modified Proctor test (ASTM D- 1557) prior to placing structural fill. Scarification may terminate where bedrock is encountered. Structural fill placed on slopes should be benched into the slope. Maximum bench heights should not exceed 4 feet, and bench widths should be wide enough to accoxnmodatd compaction equipment. City of ,V,41Meat Ridge RMG — Rocky Mountain Group 4 Job No. 157030 3330 Chase St North Lot Wheat Ridge, Colorado Structural fill shall consist of granular, non -expansive material, and it should be placed in loose lifts not exceeding 8 to 12 inches, moisture conditioned to facilitate compaction (usually within 2 percent of the optimum moisture content) and compacted to a minimum of 92 percent of the maximum dry density as determined by the Modified Proctor test, ASTM D-1557. The materials should be compacted by mechanical means. Earthwork operations should be observed and compaction of structural fill materials should be tested by the project's geotechnical consultant. It is the responsibility of the builder or contractor to schedule with this office to conduct compaction tests, retrieve or accept delivery of a fill sample, or certify the fill material. Exterior Backfill Backfill should be placed in loose lifts not exceeding 8 to 12 inches, moisture conditioned to facilitate compaction (usually within 2 percent of the optimum moisture content) and compacted to 90 percent of the maximum dry density as determined by the Standard Proctor test, ASTM D-698 on exterior sides of walls in landscaped areas. In areas where backfill supports pavement and concrete flatwork, the materials should be compacted to 95 percent of the maximum dry density. Fill placed on slopes should be benched into the slope. Maximum bench heights should not exceed 4 feet, and bench widths should be wide enough to accommodate compaction equipment. The appropriate government/utility specifications should be used for fill placed in utility trenches. If material is imported for backfill, the material should be approved by the Geotechnical Engineer prior to hauling it to the site. The backfill should not be placed on frozen subgrade or allowed to freeze during moisture conditioning and placement. Backfill should be compacted by mechanical means, and foundation walls should be braced during backfilling and compaction. Surface Grading and Drainage Drainage is an important key to the successful performance of shallow foundations. The ground surface should be sloped away from structures with a minimum gradient of 10 percent for the first 10 feet. This is equivalent to 12 inches of fall across this 10 -foot zone. If a 10 -foot zone is not possible on the upslope side of the structure, then a well-defined swale should be created a minimum 5 feet from the foundation and sloped parallel with the wall with a minimum slope of 2 percent to intercept the surface water and transport it around and away from the structure. Roof drains should extend across backfill zones and landscaped areas to a region that is graded to direct flow away from the structure. It is imperative that homeowners maintain the surface grading and drainage recommended in this report to help prevent water from being directed toward and/or ponding near the foundations. Failure to maintain positive surface drainage awa. . (City of wheat R eOeih±inr L�ttiscrr,.r RMG — Rocky Mountain Group 5 Job No. 157030 3330 Chase St North Lot Wheat Ridge, Colorado from the structure may result in localized differential vertical movement of foundations and slabs. Landscaping should be selected to reduce irrigation requirements. Plants used close to foundation walls should be limited to those with low moisture requirements; and irrigated grass should not be located within 5 feet of the foundation. To help control weed growth, geotextiles should be used below landscaped areas adjacent to foundations. Impervious plastic membranes are not recommended. Irrigation devices should not be placed within 5 feet of the foundation. Irrigation should be limited to the amount sufficient to maintain vegetation. Application of more water will increase the likelihood of slab and foundation movements. Perimeter Drain A subsurface perimeter drain is recommended around portions of the structure which will have habitable or storage space located below the finished ground surface. This includes crawlspace areas but not the walkout trench, if applicable. A typical drain detail is presented in Figure 8. A subsurface perimeter drain is designed to intercept some types of subsurface moisture and not others. Therefore, the drain could operate properly and not mitigate all moisture problems relating to foundation performance or moisture intrusion into the basement area. Concrete Type I/II cement is recommended for concrete in contact with the subsurface materials. Calcium chloride should be used with caution for soils with high sulfate contents. The concrete should not be placed on frozen ground. If placed during periods of cold temperatures, the concrete should be kept from freezing. This may require covering the concrete with insulated blankets and heating. Concrete work should be completed in accordance with the latest applicable guidelines and standards published by ACI. Foundation Configuration Remarks The configuration of the foundation system is critical to its performance. The position of foundation windows, jogs, steps and the relative elevation of adjacent and opposite walls can affect foundation performance. The nature of residential foundation construction does not allow for control of these conditions by the Foundation Design Engineer. Improper placement of the above can result in differential and lateral foundation movement not anticipated by the Geotechnical Engineer. The Foundation Design Engineer should be contacted regarding the foundation configuration. General Remarks The recommendations provided in this report are based upon the subsurface conditions�� encountered in the test borings, anticipated foundation loads, and accepted engineering practices kj , NN � 6 RMG — Rocky Mountain Group 6 Job No. 157030 3330 Chase St North Lot Wheat Ridge, Colorado and principles in the area at the time of report preparation. No warranty is made or implied in this report that this firm has an all inclusive knowledge of every portion of the subsurface materials on or under the site. There is no evaluation detailed enough to reveal every subsurface condition. The nature and extent of variations across the site may not become evident until construction commences or thereafter. The construction process itself may also alter subsurface conditions. If variations appear evident at the time of construction, our office should be notified. If additional mass site grading is performed at the site which results in elevations that vary significantly from existing grades (more than plus or minus 2 ft), our office should be informed about these changes. If needed and/or if desired, we will reexamine our analyses and make supplemental recommendations. The recommendations are intended to reduce differential movement. However, it should be noted that geotechnical engineering recommendations are not an exact science. The recommendations presented in a geotechnical engineering report are not based only on the analytical and empirical tools but rely on engineering judgement as well. The fact that professional judgements must be used in making recommendations means that the conclusions and recommendations presented in a geotechnical engineering report should not be considered risk-free and, more importantly, are not a guarantee that the interaction between the soils and the proposed structure will perform as planned. Furthermore, it must be recognized that the foundation will undergo some movement on all soil types. Concrete floor slabs will likely move vertically. The recommendations for isolating floor slabs from columns, walls, partitions or other structural components should be implemented to mitigate potential damage to the structure. Subsequent owners should be provided a copy of this report. The recommendations are based on accepted local engineering practice and are intended for individuals familiar with local construction practices and standards. The owner is also encouraged to read A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, Special Publication No. 43, available from the Colorado Geological Survey. Recommendations contained in the report are also applicable for prevention of settlement due to wetting of support soils. RMG does not assure the existence of and/or the compliance with the above recommendations. This is the responsibility of the client referenced on the first page. RMG provided recommendations only and does not supervise, direct or control the implementation of the recommendations. ow of N,'gt+eat Ritlo 7 RMG - Rocky Mountain Group 7 Job No. 157030 3330 Chase St North Lot Wheat Ridge, Colorado Senate Bill 13 This report may be partial fulfillment of Colorado Senate Bill 13 (1984), C.R.S. 6-6.5-101, The Soil and Hazard Analysis of Residential Construction, if the purchaser receives this report at least fourteen days prior to closing. The purpose of Senate Bill 13 is to inform the purchaser of the presence of expansive soil or hazards on the site. Geologic and environmental hazards are outside the scope of services of this report. Expansive soil and bedrock may result in movement of foundation components and floor slabs. The recommendations presented in this report are intended to reduce, not eliminate, these movements. The owner and builder should review and become familiar with Special Publications 43 issued by the Colorado Geologic Survey. This report and the recommendations contained therein are only valid if all parts of Senate Bill 13 are satisfied. Should you have questions, please do not hesitate to call. Cordially, O �' Rti RMG —Rocky Mountain Group v •• � ;� k Vim. �4L 4/4/17 10% 4753 Jeffrey Jones, P.E. F' :. r Geotechnical Project Engineer `��OkJ ti L,x a, e "�` �'�••�••*o `ham, �• city of Wheat Ridge 3uilding pwfson RMG — Rocky Mountain Group 8 Job No. 157030 N W E T S APPROXIMATE PROPERTY LINES R APPROXIMATE TEST BORING LOCATION NOT TO SCALE ARCHITECTS cowado Sgw,Co80918 IMMAOPW En 54&0800 ce, o►dce: E�pewood, Co e0112 ENGINEERS (303) 888-N75 Nro giem oxrw: ROCKY MOUNTAIN GROUP Coe* 00 (e70) 33a•Io71 AERIAL SITE MAP 3300 CHASE STREET NORTH LOT DENVER, COLORADO MANN BUILDERS, LLC JOB. No. 157030 FIG. No. 1 ,t Ridge DATE: 04.03.2017 SOILS DESCRIPTION CLAYSTONE FILL: CLAY, SANDY UNLESS NOTED OTHERWISE, ALL LABORATORY TESTS PRESENTED HEREIN WERE PERFORMED BY: RMG - ROCKY MOUNTAIN GROUP 14 INVERNESS DR. EAST, SUITE E-136 ENGLEWOOD, COLORADO SYMBOLS AND NOTES STANDARD PENETRATION TEST - MADE BY DRIVING A SPLIT -BARREL SAMPLER INTO THE SOIL BY DROPPING A 140 LB. HAMMER 30", IN GENERAL ACCORDANCE WITH ASTM XX D-1586. NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS OTHERWISE INDICATED). UNDISTURBED CALIFORNIA SAMPLE - MADE BY DRIVING A RING -LINED SAMPLER INTO XX THE SOIL BY DROPPING A 140 LB. HAMMER 30", IN GENERAL ACCORDANCE WITH ASTM D-3550. NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS OTHERWISE INDICATED). :2 FREE WATER TABLE - DEPTH AT WHICH BORING CAVED eBULK DISTURBED BULK SAMPLE ItAUG AUGER "CUTTINGS" 4.5 WATER CONTENT (%) ROCKY MOUNTAIN GROUP ARCHITECTS ArchilMural M U Geotechnical SVuctural Malenals Testing Farensia CMI Plenning ENGINEERS Caorado ne (C—n =0 2910 Austin Bluffs Parkvray ', Spings, CO 80918 (]19)54&0600 SOUTHERN COLORADO, DENVER METRO. NORTHERN COLORADO EXPLANATION OF TEST BORING LOGS JO V DA' URE No. 2. TEST BORING: B-1 DATE DRILLED: 3/15/17 REMARKS: GROUNDWATER @ 29.0' 3/17/17 w 0 w Q t~i w 0- � OJ m z F- 0 W TEST BORING: B-2 DATE DRILLED: 3/15/17 REMARKS: NO GROUNDWATER ON 3/17/17 w O w a Q LL w o_ 00 m LU z 0 < Fill: Lean Clay with Sand - brown with debris, moist 5 10- 15 025V20- 25- V 50/8" 50/5" 50/8" 50 50/8" 14.1 19.7 18.9 36.3 25.3 Fill: Lean Clay with Sand - brown with debris and calcareous nodules, very stiff, moist 5 10 15 30 35 50/8" 50/6" 15. 14. 19. 23.1 Claystone - brownish gray and bluish gray with oxidation staining, hard to very hard, moist to wet Claystone - brownish gray and bluish gray with oxidation staining, medium hard to hard, moist KUUKY MUM I AIN UKUUP ARCHITECTS ArchitxturolRGeotechnical Slrudurd Materials Testing F—i¢ Civil, Planninq ENGINEERS r orado mnnas rcomu-are or�e� 2910 Austin &uRs Parkway Cdaado Spngs, CO 80918 SOUTHERN TEST BORING LOGS JOB No. 157030 FIGURE No. 3 DATE 4/3/17 ROCKY MOUNTAIN GROUP ARCHITECTS ArWixlurtl RMG sn,ol�.al Faanva ENGINEERS 11 �: —wow 2910 Austin Bluffs PaHarry Colnatla Spings, CO 80918 (719)5984M SOUTHERN COLORADO, DENVER METRO. NORTHERN COLORADO GM,ch,i� SUM MARY O F QW, LABORATORY TEST Gxl, Plann�n9 RESULTS JOB No. 157030 FIGURE No. 4 PAGE 1 OF 1 DAT&- D4/3117 TestNo. Boring Depth Water Content (%) Dry Density (pcf) Liquid Limit Plasticity Index o FHA Retained Passing No. Expansion No.4 Sieve 200 Sieve Pressure % Swell/ Collapse USCS Classification B-1 4.0 14.1 118.0 0.3 B-1 9.0 19.7 54 33 52.1 CH B-1 14.0 18.9 102.7 1 0.4 B-1 19.0 36.3 B-1 29.0 25.3 B-2 4.0 15.5 44 27 70.8 CL B-2 9.0 14.1 114.9 1,2 B-2 14.0 19.5 B-2 19.0 23.6 ROCKY MOUNTAIN GROUP ARCHITECTS ArWixlurtl RMG sn,ol�.al Faanva ENGINEERS 11 �: —wow 2910 Austin Bluffs PaHarry Colnatla Spings, CO 80918 (719)5984M SOUTHERN COLORADO, DENVER METRO. NORTHERN COLORADO GM,ch,i� SUM MARY O F QW, LABORATORY TEST Gxl, Plann�n9 RESULTS JOB No. 157030 FIGURE No. 4 PAGE 1 OF 1 DAT&- D4/3117 U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS HYDROMETER 3 1.5 1 3/4 1/23/8 4 10 20 40 100 200 100 0i8090--- i80 LU70 C060 z CW50 Q a z40 w � 30 Lu a 20 10 01 1 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS GRAVEL SAND COBBLES SILT OR CLAY coarse fine coarse I medium I ne Test Boring Depth (ft) Classification LL PL PI • B-1 9.0 SANDY FAT CLAY(CH) 54 21 33 m B-2 4.0 LEAN CLAY with SAND(CL) 44 17 27 Test Boring Depth (ft) %Gravel %Sand %Silt %Clay • B-1 9.0 52.1 m B-2 4.0 70.8 ROCKY MOUNTAIN GROUP ARCHITECTS NMitecturalGeotechnical &-sKMkMaledl Testing Faenslos Cidl, Ren w ENGINEERS 121 4o�q m_ omc9, 2910 AusYn EkMs Parkway Cd« spm,COeo91e (779)5480609 SOUTHERN COLORADO, DENVER METRO, NORTHERN COLORADO SOIL CLASSIFICATION DATA JOB No. 157030 FIGURE No. 5 DATE 4/3/17 2.0 1.0 -3.0 -4.0 100 1,000 APPLIED PRESSURE - PSF PROJECT: 3300 Chase St Wheat Ridge, CO SAMPLE DESCRIPTION: Claystone NOTE: SAMPLE WAS INUNDATED WITH WATER AT 500 PSF 2.0 1.0 0 0 U) z a o_ x w -1.0 z 0 E -2.0 o_ 0 U -3.0 -4.0 1001,000 APPLIED PRESSURE - PSF PROJECT: 3300 Chase St Wheat Ridge, CO SAMPLE DESCRIPTION: Claystone NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF 10,000 SAMPLE LOCATION: B-1 @ 4 FT NATURAL DRY UNIT WEIGHT: 118.0 PCF NATURAL MOISTURE CONTENT: 14.1% PERCENT SWELUCOMPRESSION: 0.3 10,000 SAMPLE LOCATION: B-1 @ 14 FT NATURAL DRY UNIT WEIGHT: 102.7 PCF NATURAL MOISTURE CONTENT: 18.9% PERCENT SWELLICOMPRESSION: 0.4 JOB No. 157080 SWELL/CONSOLIDATIONI FIGURE No. 6 TEST RESULTS DATE 4/3/17 ROCKY MOUNTAIN GROUP ARCHITECTS aa,ue<wrai ce«e Swaural RMG T -i Materials Testing Foremsia ENGINEERS Citi,, %arming Cdorado Sorms- /Coroaate Of w 2910 Austin &offs Parkway Cdorado Spings, CO SO 18 (719)5480500 SOUTHERN COLORADO, DENVER METRO, NORTHERN COLORADO 10,000 SAMPLE LOCATION: B-1 @ 4 FT NATURAL DRY UNIT WEIGHT: 118.0 PCF NATURAL MOISTURE CONTENT: 14.1% PERCENT SWELUCOMPRESSION: 0.3 10,000 SAMPLE LOCATION: B-1 @ 14 FT NATURAL DRY UNIT WEIGHT: 102.7 PCF NATURAL MOISTURE CONTENT: 18.9% PERCENT SWELLICOMPRESSION: 0.4 JOB No. 157080 SWELL/CONSOLIDATIONI FIGURE No. 6 TEST RESULTS DATE 4/3/17 2.0 1.0 z 0 co LUa -2.0 0 U -3.0 -4.0 L_ 100 1,000 APPLIED PRESSURE - PSF PROJECT: 3300 Chase St Wheat Ridge, CO SAMPLE DESCRIPTION: Claystone NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF ROCKY MOUNTAIN GROUP ARCHITECTS Al cWrd Geotechnical stl atruaural Materids Testing Forensic CiA, Planning ENGINEERS ratz s^n— (oaoaate Oracel 2910 Aus(in Bluff, Parkway Cdorado Spngs, CO 80918 (/19)54&0800 SOUTHERN COLORADO, DENVER METRO, NORTHERN COLORADO SAMPLE LOCATION: B-2 @ 9 FT NATURAL DRY UNIT WEIGHT: 114.9 PCF NATURAL MOISTURE CONTENT: 14.1% PERCENT SWELUCOMPRESSION: 1.2 JOB No. 157030 SWELL/CONSOLIDATIONI FIGURE No. 7 TEST RESULTS DATE 4/3/17 EXTERIOR BACK FILL POLYETHYLENE FILM SEALED TO WALL AND EXTENDED AROUND BOTTOM OF GRAVEL COLLECTOR AS SHOWN MIRAFI ® 140N GEOTEXTILE OR EQUIVALENT - WRAP BOTTOM EDGE ALONG POLYETHYLENE FILM AND WRAP TOP EDGE ALONG FOOTING (AS SHOWN) GRAVEL COLLECTOR: GRAVEL SIZE TO BE AT LEAST 2X THE WIDTH OF SLOTTED PERFORATIONS OR 1.5X THE DIAMETER OF ROUND PERFORATIONS GENERAL NOTES: 1. BOTTOM OF DRAIN PIPE SHALL BE AT OR BELOW BOTTOM OF FOOTING AT ALL LOCATIONS 2. ALL DRAIN PIPE SHALL BE PERFORATED PLASTIC, WITH THE EXCEPTION OF THE DISCHARGE PORTION WHICH SHALL BE SOLID, NON -PERFORATED PIPE. 3. MINIMUM GRADE FOR DRAIN PIPE SHALL BE 1%, OR 3 INCHES OF FALL IN 25 FEET. 4. DRAIN PIPE SHALL BE PROVIDED WITH A FREE GRAVITY OUTFALL, IF POSSIBLE. IF A GRAVITY OUTFALL CANNOT BE ACHIEVED, THEN A SUMP PIT AND PUMP SHALL BE USED. 5. ALL DRAIN COMPONENTS SHALL BE RATED/APPROVED BY THE MANUFACTURER FOR THE INSTALLED DEPTH AND APPLICATION 6. DRAIN SYSTEM, INCLUDING THE OUTFALL OF THE DRAIN, SHALL BE OBSERVED BY QUALIFIED PERSONNEL PRIOR TO BACKFILLING TO VERIFY INSTALLATION. ARCHITECTS RMG ENGINEERS ROCKY MOUNTAIN GROUP Southem Office Colorado Springs,CO 80918 (719) 548-0600 Central Office: Englewood, CO 80112 (303)688-9475 Northern Office: Greeley / Evans, CO 80620 (970) 330-1071 City Of SPREAD FOOTING w t ; t~ PERIMETER DRAIN W. BU4lsithg t-1.1UfSOr_ Generated by REScheck-Web Software Compliance Certificate Project 3336 Chase Street Energy Code: 2015 IECC Location: Wheat Ridge, Colorado Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 270 deg. from North Conditioned Floor Area: 3,100 ft2 Glazing Area 17% Climate Zone: 5 (6158 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: 3336 Chase Street Laurie Middleton Wheat Ridge, Colorado 80212 Mann Real Estate 7165 West 32nd Avenue Wheat Ridge, Colorado 80033 Designer/Contractor: Jeff Van Sambeek Lodestone Design Group 701 Delaware Avenue Suite C Longmont, Colorado 80501 (303) 800-8633 sky@lodestonedesign.com Compliance: 1.9% Better Than Code Maximum UA: 529 Your UA: 519 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Roof Deck Ceiling: Flat or Scissor Truss 1,197 49.0 0.0 0.026 31 North Wall: Wood Frame, 16in. o.c. 1,036 20.0 0.0 0.059 53 Orientation: Left side Window: Vinyl Frame, 2 Pane w/ Low -E 134 0.300 40 Orientation: Left side East Wall: Wood Frame, 16in. o.c. 886 20.0 0.0 0.059 37 Orientation: Back Window: Vinyl Frame, 2 Pane w/ Low -E 59 0.300 18 Orientation: Back Door: Glass 192 0.300 58 Orientation: Back South Wall: Wood Frame, 16in. o.c. 1,032 20.0 0.0 0.059 56 Orientation: Right side Window: Vinyl Frame, 2 Pane w/ Low -E 86 0.300 26 Orientation: Right side West Wall: Wood Frame, 16in. o.c. 932 20.0 9 44 Orientation: Front Window: Vinyl Frame, 2 Pane w/ Low -E 118 d'300 35 Orientation: Front haat R0 Door: Glass 72 22 gv� lblz Orientation: Front O Project Title: 3336 Chase Street QpNtdat ?. 6/28/17 Data filename: Page 1 of 10 Floor: All -Wood joist/Truss Over Uncond. Space 1,197 30.0 0.0 0.033 40 Crawl: Solid Concrete or Masonry 1,197 0.0 13.0 0.063 59 Wall height: 3.3' Depth below grade: 2.7' Insulation depth: 3.3' Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Signature Date City of Wheat Ridge Project Title: 3336 Chase Street Report /17 Data filename: Page 2 of10 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # & Req.ID Pre-Inspection/Plan Review -------- -----_ Plans Verified Value Field Verified Value Complies? Comments/Assumptions - --- 103.1, Construction drawings and ❑Complies Requirement will be met. 1103.2 documentation demonstrate []Does Not JPR111 energy code compliance for the []Not Observable V building envelope. Thermal ❑Not Applicable envelope represented on construction documents. As 1031— Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not ;403.7 energy code compliance for []Not Observable [PR3]1 lighting and mechanical systems. ❑Not Applicable Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is _ Heating:— Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: City of Wheat Ridge 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) L�u11U IPi I / C7 � �` Project Title: 3336 Chase Street Report "U 1`7 Data filename: of 10 Section f` ' i Foundation Inspection plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID I 402.2.11 Unvented crawl space wall R- R- ❑Complies _ See the Envelope Assemblies [FO7]1 insulation R -value. R- R- ❑Does Not table for values. ❑Not Observable ❑Not Applicable 303.2 Unvented crawl space wall ❑Complies ^ Requirement will be met. [FO8]1 insulation installed per ❑Does Not # manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.11 Unvented crawl space continuous A ❑Complies Requirement will be met. [FO9]1 vapor retarder installed over ❑Does Not exposed earth, joints overlapped ❑Not Observable - by 6 in. and sealed, extending at ❑Not Applicable least 6 in. up and attached to the wall. _ _ 402.2.11 Unvented crawl space wall in. in. ❑Complies See the Envelope Assemblies [FO10]1 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed! T ❑Complies Exception: Requirement is [1701 1]2 to protect exposed exterior ❑Does Not not applicable. insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.9 Snow- and ice -melting system ❑Complies Exception: Requirement is [FO12]2 controls installed. ❑Does Not not applicable. ❑Not Observable _____. ��_ __�_ ____ _ ®� �a ❑Not Applicable ----- — — Additional Comments/Assumptions: City of Wheat Ridge 1 j High Impact (Tier 1) i 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) 11 '@r'u rr�� � D. Project Title: 3336 Chase Street Repo aft. �q��. 17 Data filename: e� 0f10 Section # Framing /Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Re .ID _ 402.1.1, Glazing U -factor (area -weighted U- U- ❑Complies _ See the Envelope Assemblies 402.3.1, G, average). []Does Not table for values. ❑Not Observable 402.3.6, 402.5 ❑Not A licable PP [FR2]1 303.1.3 U -factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's []Does Not V, instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting []Does Not AAMA /WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC ❑Not Applicable 400 that do not exceed code limits. _ 402.4.5 IC -rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and ❑Not Applicable return ducts in other portions of the building insulated >= R-6 for diameter >= 3 inches and R-4.2 for < 3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies _ Requirement will be met. [FR1513 ducts or plenums. ❑Does Not ❑Not Observable []Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 °F or chilled fluids []Does Not below 55 °F are insulated to >_R ❑ Not Observable 3 ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not V ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 >R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: City of ct (Tier 1) �2 T_____T3 Medium Impact (Tier 2)�Low Impact (Tier 3) heat Ridge Project Title: 3336 Chase Street Rep LdJter Di@60 '/17 Data filename: __ Paw,5 of10 City of High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) 1 Wheat Ridge Project Title: 3336 Chase Street Re FIGUId1aWiviQ 8/17 Data filename: Pao�6 of 10 sectiop # Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Re .ID 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R -values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R -value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor ❑Not Applicable framing cavity insulation is in contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1 Wall insulation R -value. If this is a R- —R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall mass EJ Mass ❑Not Observable [IN3]1 exterior, the exterior insulation E] Steel E] Steel ❑Not Applicable requirement applies (FR10). 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN411 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: City of Wheat Ridge 111 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) k Project Title: 3336 Chase Street Repo ate: 016V28-/17 Data filename: ae 7 of 10 Igct�on # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions s 402.1.1, Ceiling insulation R -value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, 6 ❑ Steel Steel ❑Not Observable FI1] Fill [Fill' i ❑Not Applicable 1303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every ❑Not Observable 300 ft2. Y �s ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 Attic access hatch and door R- R- r ❑Complies Requirement will be met. [F13]1 insulation >:R -value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of <=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough -in ❑Not Applicable tests, verification may need to occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies ' Requirement will be met. [F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough -in test: Total ❑Not Observable leakage measured with a ❑Not Applicable pressure differential of 0.1 inch w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [F124]1 by manufacturer at <=2% of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1` Programmable thermostats ❑Complies Requirement will be met. [Flg]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to ❑Not Applicable code specifications. 403.1.2 Heat pump thermostat installed a ❑Complies Exception: Requirement is [FI 10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [FI 11]2 systems have automatic or ❑Does Not M `' accessible manual controls. ❑Not Observable City of ❑Not Applicable High Impact (Tier 1) Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) eat Ridge Project Title: 3336 Chase Street Report date: 06/28/17 Data filename: -Page 8 of 10 ++ Section # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? LComments/Assumptions 6, Re .I D _ 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [F125 ]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Exception: Requirement is [FI26]2 through one- or two -pipe heating ❑Does Not not applicable. systems have outdoor setback ❑Not Observable control to lower boiler water ❑Not Applicable temperature based on outdoor temperature. 403.5.1.1 Heated water circulation systems ❑Complies _ Requirement will be met. [FI28]2 have a circulation pump. The ❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply [3Not Applicable pipe. Gravity and thermos- syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set -point temperature and „_-no demand for hot water exists. 1403.5.1.2 Electric heat trace systems ❑Complies Exception: Requirement is JFI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically ❑Not Observable adjust the energy input to the ❑Not Applicable heat tracing to maintain the desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies Exception: Requirement is [F130]2 have recirculation pumps that ❑Does Not not applicable. pump water from a heated water ❑Not Observable supply pipe back to the heated ❑Not Applicable water source through a cold water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 104°F. _ 403.5.4 Drain water heat recovery units ❑Complies) — Exception: Requirement is [F131]2 tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water -side ❑Not Observable pressure loss of drain water heat ❑Not Applicable recovery units < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. _ 404.1 75% of lamps in permanent ❑Complies Requirement will be met. [F16]1 fixtures or 75% of permanent ❑Does Not fixtures have high efficacy lamps. ❑Not Observable Does not apply to low -voltage ❑Not Applicable lighting. 404.1.1 Fuel gas lighting systems have ❑Complies Exception: Requirement is [FI23]3 no continuous pilot light. []Does Not not applicable. ❑Not Observable ❑Not Applicable Citv of Impact (Tier 1) 1 2 I Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) 1VVyheat Ridge Project Title: 3336 Chase Street Repout,;date , 06/2'8/17 Data filename: Page 9 of10 u Spctioln # &r Recl.ID Final Inspection Provisions �. Plans Verified Value Field Verified Value I Complies? Comments/Assumptions 401.3 Compliance certificate posted. �._ ❑Complies Requirement will be met. [F17j2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 {High Impact (Tier 1) Project Title: 3336 Chase Street Data filename: City of Medium Impact (Tier 2) 3 Low Impact (Tier 3) Wheat Ridge Rep"dapg:D' " /17 z 0 of10 LTJ 2015 I ECC Energy Efficiency Certificate Above -Grade Wall 20.00 Below -Grade Wall 13.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.30 Door 0.30 Heating System: Cooling System: Water Heater: Name: Date• Comments City of Wheat Ridge N w#Vt**M.«>e.^ "°"g^"` Component Constructions AH2 Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Job: Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 19.0 Project• • 1463 1.26 For: Residential New Construction, Mann Builders 0.068 19.0 4.54 3336 Chase St., Wheat Ridge, CO 80212 1.26 318 s 314 Email: mannbuilders@aol.com 19.0 4.54 1422 Design Conditions 394 w 260 Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 0.065 21.0 Dailyrange (°F) - 27 ( H ) Method Simplified 161 Wet bulb (°F) - 60 Construction quality Semi -tight 4.34 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) w 115 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft= Btuh/ft=-°F ft2-°F/Btuh Btuh/ft2 Btuh Btuh/ftp Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) n 323 0.068 19.0 4.54 1463 1.26 406 e 253 0.068 19.0 4.54 1147 1.26 318 s 314 0.068 19.0 4.54 1422 1.26 394 w 260 0.068 19.0 4.G-1 1178 1.26 327 all 1149 0.068 19.0 4.54 5210 1.26 1445 n 270 0.065 21.0 4.34 1171 1.07 288 e 151 0.065 21.0 4.34 655 1.07 161 s 270 0.065 21.0 4.34 1171 1.07 288 w 115 0.065 21.0 4.34 497 1.07 122 all 806 0.065 21.0 4.34 3493 1.07 859 Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 e ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht s all U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5 ft window ht, 1 ft sep.); 7 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht 10D -v: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 12 0.320 0 21.3 248 9.93 115 47 0.320 0 21.3 992 28.5 1324 47 0.320 0 21.3 992 11.9 553 105 0.320 0 21.3 2233 19.0 1992 26 0.320 0 21.3 551 9.93 257 26 0.320 0 21.3 562 28.6 753 48 0.490 0 32.7 1569 22.3 1072 Cly of Bold/italic values have been manually overridden . _ + wrightsoft' Rig ht -Su ite@ U niv ersal 2017 17.0.23 RSU18166 AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 3 3 U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2.6 ft window ht, 1 ft sep.); 7 ft head ht w all U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.9 ft window ht, 1 ft sep.); 7 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8" gypsum board int fnsh 1613-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int fnsh Floors (none) 7 0.320 0 21.3 143 27.8 187 7 0.320 0 21.3 143 27.8 187 13 0.320 0 21.3 287 27.8 373 38 0.320 0 21.3 811 28.5 1084 40 0.320 0 21.3 844 28.6 1130 80 0.020 50.0 1.33 107 1.02 82 56 0.020 50.0 1.33 75 1.02 57 1053 0.020 50.0 1.33 1405 1.02 1076 Bolditalic values have been manually overridden 2017 -Jul -28 15:12:13 wrightSOft Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page ^��^ C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W KART. "a.�,bftkaf0"i•""` Component Constructions AH 1 Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Job: Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 19.0 Project• • 1399 1.26 For: Residential New Construction, Mann Builders 0.068 19.0 4.54 3336 Chase St., Wheat Ridge, CO 80212 1.26 143 s 336 Email: mannbuilders@aol.com 19.0 4.54 1522 Design Conditions 422 w 226 Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 0.061 10.0 Dailyrange (°F) - 27 ( H ) Method Simplified 35 Wet bulb (°F) - 60 Construction quality Semi -tight 4.56 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) w 102 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/ftp-°F ft2-°F/Btuh Btuh/ftp Btuh Btuh/ftp Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 15B-10s3c-2: Bg wall, light dry soil, concrete wall, r-10 ins, 10" thk Partitions (none) in 309 0.068 19.0 4.54 1399 1.26 388 e 114 0.068 19.0 4.54 517 1.26 143 s 336 0.068 19.0 4.54 1522 1.26 422 w 226 0.068 19.0 4.54 1027 1.26 285 all 985 0.068 19.0 4.54 4466 1.26 1239 n 123 0.061 10.0 4.56 561 0.35 43 e 102 0.061 10.0 4.56 465 0.35 35 s 123 0.061 10.0 4.56 561 0.35 43 w 102 0.061 10.0 4.56 465 0.35 35 all 450 0.061 10.0 4.56 2051 0.35 156 Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (3.1 ft window ht, 1 ft sep.); 8 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5 ft window ht, 1 ft sep.); 8 ft head ht w all U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 s ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht w all 4A4-2ovd: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" e gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 8 0.320 0 21.3 171 9.93 80 13 0.320 0 21.3 276 9.93 128 39 0.320 0 21.3 827 28.6 1107 52 0.320 0 21.3 1103 23.9 1235 40 0.320 0 21.3 844 9.93 393 13 0.320 0 21.3 281 12.3 162 10 0.320 0 21.3 218 28.6 292 63 0.320 0 21.3 1343 13.5 846 168 0.470 0 31.3 5267 37.5 6305 Bold/italic values have been manually overridden c + wrightSOft' Right-Su ite® U niv ersal 2017 17.0.23 RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of , Wheat Rid e 3 5 U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 20 0.320 0 21.3 430 9.93 200 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2.6 ft window ht, 1 ft sep.); 8 ft head ht w 7 0.320 0 21.3 143 27.8 187 all 27 0.320 0 21.3 573 14.4 387 Doors 11 D0: Door, wd sc type a 24 0.390 0 26.0 624 10.8 258 w 24 0.390 0 26.0 624 10.8 258 all 48 0.390 0 26.0 1249 10.8 517 Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 34 0.020 50.0 1.33 45 1.02 35 gypsum board int fnsh Floors 21A -20t: Bg floor, light dry soil, 2' depth 1223 0.027 0 1.80 2203 0 0 Bold/italic values have been manually overridden 2017 -Jul -28 15:12:13 wrightsoft, Right -Suite@ U niversal 2017 17.0.23 RSU18166 Page 6 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W Hart*m$*rah.n�fV"n LLC Component Constructions Job: Date: Jul 26, 2017 FOYER By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com iLroject intormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Design Conditions U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuh/ftp-°F Indoor temperature (°F) 70 75 Elevation: 5285 ft Btuh Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 1.26 74 Dailyrange (°F) - 27 ( H ) Method Simplified 19.0 Wetbulb(°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) 4.54 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/ftp-°F W-°F/Btuh BION Btuh Btuh/ft' Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s 59 0.068 19.0 4.54 267 1.26 74 fnsh, 2"x6" wood frm, 16" o.c. stud w 39 0.068 19.0 4.54 177 1.26 49 all 98 0.068 19.0 4.54 444 1.26 123 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 13 0.320 0 21.3 281 12.3 162 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht Doors 11 DO: Door, wd sc type w 24 0.390 0 26.0 624 10.8 258 Ceilings (none) Floors (none) Bold/italic values have been manually overridden �+a + wrlghtsatt Right -Suite@ U niversal 2017 17.0.23 RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of Wheat Ridge 13 e7 wffocwWN*Ouff. D"n►u Component Constructions Indoor: 70 Date: Jul 26, 2017 STAIR By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com EmilLoect intormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Location: Denver Stapleton Int'I AP, CO, US Elevation: 5285 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Daily range (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Heating Indoor: 70 Indoor temperature (°F) 67 Design TD (°F) 40 Relative humidity (%) Cooling Moisture difference (gr/Ib) 95 Infiltration: 27 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 67 20 40 50 46.8 -39.8 Simplified Semi -tight 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 0.320 0 ft2 Btuh/W-T ft2-°F/Btuh Btuh/W Btuh BUMP Btuh Walls 21.3 143 27.8 187 13 0.320 0 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s 110 0.068 19.0 4.54 500 1.26 139 fnsh, 2"x6" wood frm, 16" o.c. stud w 52 0.068 19.0 4.54 238 1.26 66 all 163 0.068 19.0 4.54 738 1.26 205 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1 .5 ft overhang (5 ft window ht, 1 ft sep.); 8 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2.6 ft window ht, 1 ft sep.); 8 ft head ht w all Doors (none) Ceilings (none) Floors (none) 13 0.320 0 21.3 276 28.6 369 7 0.320 0 21.3 143 9.93 67 7 0.320 0 21.3 143 27.8 187 13 0.320 0 21.3 287 18.9 253 Bold/italic values have been manually overridden 2017 -Jul -28 15:12:13 wrightsofi* Right -Suite@ U niv ersal 2017 17.0.23 RSU18166 Page 8 AMK C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MA Building Front faces: W MSH,.""*C^•°tw'°"i"I." Component Constructions Job: Date: Jul 26, 2017 STUDY By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Location: Denver Stapleton Int'I AP, CO, US Elevation: 5285 ft Latitude: 40°N Outdoor: Heating Dry bulb (OF) 3 Dailyrange (°F) - Wetbulb (°F) - Wind speed (mph) 15.0 Heating Indoor: 70 Indoor temperature (°F) 67 Design TD (°F) 40 Relative humidity (%) Cooling Moisture difference (gr/Ib) 95 Infiltration: 27 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 67 20 40 50 46.8 -39.8 Simplified Semi -tight 1(Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 21.3 551 ft2 Btuh/ft2-°F ft2-°F/Btuh BtuhN Btuh Btuh/W Btuh Walls 866 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 77 0.068 19.0 4.54 350 1.26 97 fnsh, 2"x6" wood frm, 16" o.c. stud w 109 0.068 19.0 4.54 495 1.26 137 all 186 0.068 19.0 4.54 845 1.26 234 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl firm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5 ft window ht, 1 ft sep.); 8 ft head ht w all Doors (none) Ceilings (none) Floors (none) 13 0.320 0 21.3 276 9.93 128 26 0.320 0 21.3 551 28.6 738 39 0.320 0 21.3 827 22.4 866 Bold/italic values have been manually overridden nr wrightsoft' Right -Suite@ Universal 2017 17.0.23 RSU18166 ✓� C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City Of Wheat Ri Ng2, 1g L_3'Vso,Page 9 16woe"EI°"°`°p'9°" Component Constructions PANTRY Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Job: Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 27 ( H ) Method Simplified Wet bu Ib (° F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft2-°F ft'-°F/Btuh Btuh/W Btuh Btuh/ft' Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 63 0.068 fnsh, 2"x6" wood frm, 16" o.c. stud w 26 0.068 all 89 0.068 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl firm mat, clr low -e innr, 1/2" w 10 0.320 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 19.0 4.54 286 1.26 79 19.0 4.54 117 1.26 32 19.0 4.54 403 1.26 112 0 21.3 218 28.6 292 2017 -Jul -28 15:12:13 41Z. wrightsof't- Right -Suite@ Universal 2017 17.0.23 RSU18166 Pae 10 ^'55+ C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MA Building Front faces: W wme.utrr"fthni"l0&*ignUx Component Constructions Job: Conditions KITCHEN Date: By: Jul 26, 2017 David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com .1-ject intormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-°F ftp-°F/Btuh Btuh/W Btuh Btuh/112 Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int a 90 0.068 19.0 4.54 408 1.26 113 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 10 0.020 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 7 + wrightSO t' Rig ht -Su ite®Universal201717.0.23 RSU18166 ,A(�(,'A C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 50.0 1.33 13 1.02 in 5:12:13 Page 13 Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-°F ftp-°F/Btuh Btuh/W Btuh Btuh/112 Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int a 90 0.068 19.0 4.54 408 1.26 113 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 10 0.020 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 7 + wrightSO t' Rig ht -Su ite®Universal201717.0.23 RSU18166 ,A(�(,'A C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 50.0 1.33 13 1.02 in 5:12:13 Page 13 WWW°LLC Component Constructions M Job: Date: Jul 26, 2017 LIVING By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-T W-°FBtuh Btuhflt' Btuh BtuhM2 Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s 167 0.068 19.0 4.54 755 1.26 210 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 4A4-2ovd: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" a 168 0.470 0 31.3 5267 37.5 6305 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (8 ft window ht, 1 It sep.); 6.67 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" s 13 0.320 0 21.3 287 9.93 133 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2.6 ft window ht, 1 ft sep.); 8 ft head ht Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 18 0.020 50.0 1.33 24 1.02 18 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 2017 -Jul -28 15:12:13 w+rightSOft' Right-Su ite@ U niversal2017 17.0.23 RSU18166 Page 14 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W "Anks °16 D&*i9ft LLC Component Constructions Job: Date: Jul 26, 2017 CRAWL By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com 11IRgLelLiect intormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°FBtuh Btuh/ftp Btu Btuh/ft' Btuh Walls 1513-10s3c-2: Bg wall, light dry soil, concrete wall, r-10 ins, 10" thk Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -20t: Bg floor, light dry soil, 2' depth n 123 Design Conditions 4.56 561 Location: 43 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 465 Indoor temperature (°F) 70 75 Elevation: 5285 ft 10.0 Design TD (°F) 67 20 Latitude: 40°N w 102 Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 0.35 156 Dailyrange (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°FBtuh Btuh/ftp Btu Btuh/ft' Btuh Walls 1513-10s3c-2: Bg wall, light dry soil, concrete wall, r-10 ins, 10" thk Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -20t: Bg floor, light dry soil, 2' depth n 123 0.061 10.0 4.56 561 0.35 43 e 102 0.061 10.0 4.56 465 0.35 35 s 123 0.061 10.0 4.56 561 0.35 43 w 102 0.061 10.0 4.56 465 0.35 35 all 450 0.061 10.0 4.56 2051 0.35 156 1223 0.027 0 1.80 2203 0 0 Bold/italic values have been manually overridden wrlghtsoft' Right -Suite® Universal 2017 17.0.23 RSU18166 AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MA Building Front faces: W City of 1Nheat Ridge 3 15 •�^uxJob: Component Constructions p Date: Jul 26, 2017 STAIR2 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com •InTormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Design Conditions U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuh/W-T Indoor temperature (°F) 70 75 Elevation: 5285 ft Btuh Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 1.26 133 Daily range (°F) - 27 ( H ) Method Simplified 19.0 Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) 4.54 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/W-T ft2-°F/Btuh Btuh/t2 Btuh Btuh/W Btuh Walls 12E-Osw: Firm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s 105 0.068 19.0 4.54 478 1.26 133 fnsh, 2"x6" wood frm, 16" o.c. stud w 59 0.068 19.0 4.54 267 1.26 74 all 164 0.068 19.0 4.54 745 1.26 207 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 12 0.320 0 21.3 248 11.9 138 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w 13 0.320 0 21.3 281 28.6 377 gap, 1/4" thk; 50% blinds 450, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 64 0.020 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 50.0 1.33 85 1.02 65 2017 -Jul -28 15:12:13 wrightsoft• Right -Suite@ U niv ersal 2017 17.0.23 RSU18166 Pae 16 AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W Mcift ""Nechan°"Design ."` Component Constructions Job: Date: Jul 26, 2017 MASTER By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com SEELifiLeject intormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Design Conditions U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuh/W-T Indoor temperature (°F) 70 75 Elevation: 5285 ft Walls Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: w 109 Dailyrange (°F) - 27 ( H ) Method Simplified 137 Wetbulb(°F) - 60 Construction quality Semi -tight 19.0 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-T W-°F/Btuh Btuh/t2 Btuh Btuh/W Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 91 0.068 19.0 4.54 413 1.26 115 fnsh, 2"x6" wood frm, 16" o.c. stud w 109 0.068 19.0 4.54 493 1.26 137 all 200 0.068 19.0 4.54 906 1.26 251 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 26 0.320 0 21.3 551 9.93 257 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5 ft window ht, 1 ft sep.); 7 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w 26 0.320 0 21.3 562 28.6 753 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 It sep.); 7 ft head ht Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 156 0.020 50.0 1.33 208 1.02 159 fnsh Floors (none) Bold/italic values have been manually overridden wrightSOft' Rig ht -Su ite®Universal201717.0.23RSU18166 AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of Wheat Ridge 17 Ka#0cW"' `*JD"nW-C Component Constructions Job: M Date: Jul 26, 2017 MBATH By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Location: Denver Stapleton Int'I AP, CO, US Elevation: 5285 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Dailyrange (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W BtuhN-°F ft2-°F/Btuh Btuh/ft2 Btuh Btuh/ft2 Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 51 0.068 19.0 4.54 233 1.26 65 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 12 0.320 0 21.3 248 9.93 115 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 20 0.020 50.0 1.33 27 1.02 20 fnsh Floors (none) Bold/italic values have been manually overridden 2017 -Jul -28 15:12:13 •ti wlrightsoft' Right -Suite@ Universal 2017 17.0.23 RSU18166 Page 18 !� i+tisi.A C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MA Building Front faces: W Indoor: Heating Cooling Indoor temperature (°F) 70 75 Design TD (°F) 67 20 Relative humidity (%) 40 50 Cooling Moisture difference (gr/Ib) 46.8 -39.8 95 Infiltration: 27 ( H ) Method Simplified 60 Construction quality Semi -tight 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W BtuhN-°F ft2-°F/Btuh Btuh/ft2 Btuh Btuh/ft2 Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 51 0.068 19.0 4.54 233 1.26 65 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 12 0.320 0 21.3 248 9.93 115 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 20 0.020 50.0 1.33 27 1.02 20 fnsh Floors (none) Bold/italic values have been manually overridden 2017 -Jul -28 15:12:13 •ti wlrightsoft' Right -Suite@ Universal 2017 17.0.23 RSU18166 Page 18 !� i+tisi.A C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MA Building Front faces: W Component Constructions Job: Date: Jul 26, 2017 MCLOSET By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Weject intormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Design Conditions U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuh/ft2-°F Indoor temperature (°F) 70 75 Elevation: 5285 ft Btuh Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 1.26 102 Dailyrange (°F) - 27 ( H ) Method Simplified 19.0 Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) 4.54 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F ft2-°F/Btuh Btuh/ft2 Btuh Btuh/ft2 Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 81 0.068 19.0 4.54 367 1.26 102 fnsh, 2"x6" wood frm, 16" o.c. stud w 29 0.068 19.0 4.54 133 1.26 37 all 110 0.068 19.0 4.54 500 1.26 139 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w 7 0.320 0 21.3 143 27.8 187 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2.6 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 48 0.020 50.0 1.33 64 1.02 49 fnsh Floors (none) Bold/italic values have been manually overridden ^�; + wrightSO t' Right -Suite® Universal 2017 17.0.23 RSU18166 ZCA C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 19 1H.o wkrr@unical06e4nLlc Component Constructions M ST Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Job: Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btu"/ -°F ft'-°FBtuh BtuhfiV Btuh Btuh/W Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 2017 -Jul -28 15:12:13 wriightSOft' Right-Suite®Universal201717.0.23 RSU18166 Page 20 AMK C:\Users\Diana\Desktop\3336 Chase St.rup Calc = VIA Building Front faces: W r ,"Is*1.1h.n+u.'w,:gn LLC Component Constructions Job: Date: Jul 26, 2017 BATH2 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com gg�iject inTormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Or Design Conditions Insul R Htg HTM Location: Gain Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuh/ft2 Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int a Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Windows Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft� Btuh/W-°F W-°F/Btuh Btuh/ft2 Btuh Btuh/W Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int a 38 0.068 19.0 4.54 174 1.26 48 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e 7 0.320 0 21.3 143 27.8 187 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2.6 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden .-� + wrightSOft Right -Suite® Universal 2017 17.0.23 RSU18166 -AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of Wheat Ridge w.&.at.M. ft.ftktlD.;nUC Component Constructions Job: F' Date: Jul 26, 2017 LAUNDRY By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com xwect inTormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Or Conditions U -value Insul R Htg HTM Design Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuh/ft' Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 0.068 19.0 Daily range (°F) - 27 ( H ) Method Simplified all Wet bulb (°F) - 60 Construction quality Semi -tight 560 1.26 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuhfif-°F ftp-°F/Btuh Btuh/ft' Btuh BtuhN Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s 60 0.068 19.0 4.54 274 1.26 76 fnsh, 2"x6" wood frm, 16" o.c. stud w 63 0.068 19.0 4.54 286 1.26 79 all 123 0.068 19.0 4.54 560 1.26 155 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 12 0.320 0 21.3 gap, 1/4" thk; 50% blinds 450, medium; 50% outdoor insect screen; 1.5 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8" 56 0.020 50.0 1.33 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden P�f:�ii�i1KI] 75 1.02 57 2017 -Jul -28 15:12:13 wlrightSOft' Right -Suite@ Universal 2017 17.0.23 RSU1 8166 Page 22 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W "I"twisW*C°hhi 'fQ""LLe Component Constructions Job: Date: Jul 26, 2017 MECH By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ftp-°F ftp-°F/Btuh Btuh/ft= Btuh Btuh/ftp Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s 27 0.068 19.0 4.54 122 1.26 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 21 0.020 50.0 1.33 28 1.02 fnsh Floors (none) Bold/italic values have been manually overridden � + wrightsoft' Rig ht -Su ite® U niv ersal 2017 17.0.23 RSU18166 Z1+ C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of 2017Jul-28 15:1 34 21 23 Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ftp-°F ftp-°F/Btuh Btuh/ft= Btuh Btuh/ftp Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s 27 0.068 19.0 4.54 122 1.26 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 21 0.020 50.0 1.33 28 1.02 fnsh Floors (none) Bold/italic values have been manually overridden � + wrightsoft' Rig ht -Su ite® U niv ersal 2017 17.0.23 RSU18166 Z1+ C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of 2017Jul-28 15:1 34 21 23 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W BtuhM2-°F ft2-°F/Btuh Btuh/W Btuh Btuh/W Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 54 0.020 fnsh Floors (none) Bold/italic values have been manually overridden 50.0 1.33 72 1.02 55 2017 -Jul -28 15:12:13 wrightSOW Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page 24 �* C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W Component Constructions Job: Date: Jul 26, 2017 S T2 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W BtuhM2-°F ft2-°F/Btuh Btuh/W Btuh Btuh/W Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 54 0.020 fnsh Floors (none) Bold/italic values have been manually overridden 50.0 1.33 72 1.02 55 2017 -Jul -28 15:12:13 wrightSOW Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page 24 �* C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W ww"Um..C,•�uo..i9n►LjC Component Constructions ROOM2 Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Job: Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 Area Project• • Insul R Htg HTM For: Residential New Construction, Mann Builders W 3336 Chase St., Wheat Ridge, CO 80212 ft2-°F/Bluh Btuh/W Btuh Btuh/112 Email: mannbuilders@aol.com Walls Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 0.068 19.0 Dailyrange (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-T ft2-°F/Bluh Btuh/W Btuh Btuh/112 Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 99 0.068 19.0 4.54 449 1.26 125 fnsh, 2"x6" wood frm, 16" o.c. stud a 148 0.068 19.0 4.54 670 1.26 186 all 247 0.068 19.0 4.54 1119 1.26 310 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e 23 0.320 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 66 0.020 fnsh Floors (none) Bold/italic values have been manually overridden Azz + wrightsof°t' Right -Suite@ U niversal 2017 17.0.23 RSU18166 AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 0 21.3 496 28.5 662 50.0 1.33 88 1.02 67 1 25 M,ft.vd.N ch ueWV"4n LLC Component Constructions F' HALL Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Job. Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W BtuhfiV-°F ft2-°F/Btuh Btuh/1t2 Btuh Btuh/tt2 Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 16 0.020 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 50.0 1.33 21 1.02 16 2017 -Jul -28 15:12:13 wrightSOft' Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page 26 amu+ C:\Users\Diana\Desktop\3336 Chase St.rup Calc = VIA Building Front faces: W .,uo�K� �P&.gnLL` Component Constructions Job: Date: Jul 26, 2017 POWDER By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°F/Btuh BION Btuh Btuh/W Btul- Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int fnsh Floors (none) n 81 0.065 36 0.020 Bold/italic values have been manually overridden ,� I' wrlghtSOf�t� Right-Suite®Universal 2017 17.0.23 RSU 18166 A jK C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 21.0 4.34 351 1.07 50.0 1.33 48 1.02 City of Wheat Ridge 86 37 Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°F/Btuh BION Btuh Btuh/W Btul- Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int fnsh Floors (none) n 81 0.065 36 0.020 Bold/italic values have been manually overridden ,� I' wrlghtSOf�t� Right-Suite®Universal 2017 17.0.23 RSU 18166 A jK C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 21.0 4.34 351 1.07 50.0 1.33 48 1.02 City of Wheat Ridge 86 37 "u°°•" N--h*nK.JD'•'9°".0 Component Constructions M FLEXSPACE Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc0020gmail.com Job: Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 Area Project• • Insul R Htg HTM For: Residential New Construction, Mann Builders W 3336 Chase St., Wheat Ridge, CO 80212 W-'F/Btuh Btuh/k' Btuh Email: mannbuilders@aol.com Btuh Walls Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design 1D (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 161 Daily range (°F) - 27 ( H ) Method Simplified 21.0 Wet bulb (°F) - 60 Construction quality Semi -tight 115 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) 0.065 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/k'-°F W-'F/Btuh Btuh/k' Btuh Btuh/t2 Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 63 0.065 21.0 4.34 273 1.07 67 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud a 151 0.065 21.0 4.34 655 1.07 161 S 108 0.065 21.0 4.34 468 1.07 115 all 322 0.065 21.0 4.34 1396 1.07 343 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" a 38 0.320 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.9 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 232 0.020 fnsh Floors (none) Bold/italic values have been manually overridden 0 21.3 811 28.5 1084 50.0 1.33 309 1.02 237 2017 -Jul -28 15:12:13 t wrightSOft' Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page 28 ^��^ C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W wrkaata■se►hniealpaa4ynLLC Component Constructions Date: Jul 26, 2017 SKYLOUNGE By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Construction descriptions Email: mannbuilders@aol.com Area Ll -value Insul R Htg HTM Loss CIg HTM Design Conditions W Btuh/ft2-°F ft'-°F/Btuh Btuh/ft2 Location: BION Btuh Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft n 126 Design TD (°F) 67 20 Latitude: 40°N 1.07 134 Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 21.0 4.34 Dailyrange (°F) - 27 ( H ) Method Simplified 403 Wetbulb (°F) - 60 Construction quality Semi -tight 429 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area Ll -value Insul R Htg HTM Loss CIg HTM Gain W Btuh/ft2-°F ft'-°F/Btuh Btuh/ft2 Btuh BION Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 126 0.065 21.0 4.34 546 1.07 134 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud s 162 0.065 21.0 4.34 702 1.07 173 w 115 0.065 21.0 4.34 497 1.07 122 all 403 0.065 21.0 4.34 1746 1.07 429 Partitions (none) Windows J- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" w 26 0.320 0 21.3 562 28.6 753 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht 10D -v: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" w 48 0.490 0 32.7 1569 22.3 1072 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 1613-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 308 0.020 50.0 1.33 411 1.02 315 fnsh Floors (none) Bold/italic values have been manually overridden .. wrightSOft• Rig ht -Su ite(D U niv ersal 2017 17.0.23 RSU18166 Z5k C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MA Building Front faces: W C,rl, of heat R�m9e Ai4'0lik37� 15' 2:13 ae 29 wNcmto ateh.n" 1"9n LK Component Constructions Component DINING Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Job: Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/f?-°F ft'-'F/Btuh Btuh/ft2 Btuh Btuh/ft' Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 50 0.068 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 40 0.320 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 19.0 4.54 229 1.26 63 0 21.3 844 9.93 393 2017 -Jul -28 15:12:13 wrightSOW Right-Suite@Universal201717.0.23 RSU18166 Page30 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W Component Constructions Job: Date: Jul 26, 2017 ROOM3 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com •LZ. • • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°F/Btuh Btuh/ft2 Btuh Btuh/fV Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int e 67 0.068 19.0 fnsh, 2"x6" wood frm, 16" o.c. stud s 121 0.068 19.0 all 188 0.068 19.0 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e 23 0.320 0 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht s 23 0.320 0 all 47 0.320 0 Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 112 0.020 50.0 fnsh Floors (none) Bold/italic values have been manually overridden + wrightsoft' Right -Suite@ Universal 2017 17.0.23 RSU18166 AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 4.54 303 1.26 84 4.54 548 1.26 152 4.54 850 1.26 236 21.3 496 28.5 662 21.3 Design Conditions 276 21.3 Location: 20.2 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 114 Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 27 ( H ) Method Simplified Wetbulb(°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°F/Btuh Btuh/ft2 Btuh Btuh/fV Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int e 67 0.068 19.0 fnsh, 2"x6" wood frm, 16" o.c. stud s 121 0.068 19.0 all 188 0.068 19.0 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e 23 0.320 0 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht s 23 0.320 0 all 47 0.320 0 Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 112 0.020 50.0 fnsh Floors (none) Bold/italic values have been manually overridden + wrightsoft' Right -Suite@ Universal 2017 17.0.23 RSU18166 AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 4.54 303 1.26 84 4.54 548 1.26 152 4.54 850 1.26 236 21.3 496 28.5 662 21.3 496 11.9 276 21.3 992 20.2 938 1.33 149 1.02 114 Citi W151 -1w of h�at'WrY ri/ Z15. 2:13 Z, a 31 ACCKs A! Cabbtq l�rtdtlCrb dhrwks Jefferson County Header Information Contractor: Hardcastle Mechanical Design LLC REQUIRED ATTACHMENTS Manual J1 Form (and supporting worksheets): Mechanical license: or MJ1AE Form* (and supporting worksheets): OEM performance data (heating, cooling, blower) Building plan #: 17-029 Manual D Friction Rate Worksheet: Duct distribution sketch: Home address (Street or Lot#, Block, Subdivision): 3336 Chase St., AH1 Design Conditions Winter Design Conditions Outdoor temperature: Indoor temperature: Total heat loss: Summer Design Conditions Outdoor temperature: Indoor temperature: Grains difference: Sensible heat gain: Latent heat gain: Total heat gain: Building ConstriaCtionAnfnTmation Building 3 of Orientation: Building Front faces West 70 of North, East, West, South, Northeast, Northwest, Southeast, Southwest 24460 Btuh Number of bedrooms: 0 Conditioned floor area: 2446 ft2 Number of occupants: 1 95 °F 75 °F -40 gr/Ib @ 50% RH 13953 Btuh 0 Btuh 13953 Btuh Heating -Equipment-Data E(ppmentlpe: Gas furnace u nace, H pump, Boiler, etc. Model: Carrier 59TP5A040E17--12 Heating output ca�acit : �50p0 Btuh Heat pumps - capac ry at Iter design o oor onditions Aux. heating output capacity: 0 Btuh Windows Eave overhang depth: Internal shade: Blinds, drapes, etc. Number of skylights: Cooling Equipment Data E(7uirent type: Air'Conditiorfer, Heat pump, etc. Model: Total cooling capacity: Sensible cooling capacity: Latent cooling capacity: Split AC Carrier 24ACB324ABN32 0 Btuh 0 Btuh 0 Btuh 1.5 ft blinds n Blower Data Form PIPER 1 15 Mar 09 ATTACHED Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Heating cfm: 552 Cooling cfm: 767 Static pressure: 0.60 in H2O Fan's rated external static pressure for design airflow HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 767 cfm Longest supply duct: 194 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 148 ft Trunk duct: Sheet metal Total device pressure losses: -0,3 in H2O Total effective length (TEL): 343 ft Available static pressure (ASP): 0,28 in H2O Friction rate: 0,2 in/100ft Branch duct: Round flex vinyl, Sheet metal Friction Rate =ASP : (TEL xTM Contractor's printed name: Contractor's signature: *Home qualifies for MJ1AE Form based on Abridged Edition Checklist + wrightsoft- Right-Su ite@ U niversal 2017 17.0.23 RSU18166 Date: CK s nrc«ur"VOI ra aa+.n , Jefferson County Header Information Contractor: Hardcastle Mechanical Design LLC REQUIRED ATTACHMENTS Manual J1 Form (and supporting worksheets): Mechanical license: or MJ1 AE Form' (and supporting worksheets): OEM performance data (heating, cooling, blower): Building plan #: 17-029 Manual D Friction Rate Worksheet: Duct distribution sketch: Home address (Street or Lot#, Block, Subdivision): 3336 Chase St., AH2 Form RPER 1 15 Mar 09 ATTACHED Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ HVAC LOAD CALCULATION (IRC M1401.3) DiaSlgn_ Conditions Bui�_Constr__uCtion Information Winter Design Conditions Building Outdoor temperature: 3 of Orientation: Building Front faces West Indoor temperature: 70 of North, East, West, South, Northeast, Northwest, Southeast, Southwest Total heat loss: 25435 Btuh Number of bedrooms: 0 Conditioned floor area: 1819 ft2 Summer Design Conditions Number of occupants: .4 Outdoor temperature: 95 °F Indoor temperature: 75 of Windows Roof Grains difference: -40 gr/Ib @ 50% RH Eave overhang depth: 1.5 ft Sensible heat gain: 14271 Btuh Internal shade: blinds Latent heat gain: 0 Btuh Blinds, drapes, etc. o P� Total heat gain: 14271 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECTION41 Heating Equipment Data C-olingE-quinment Data Blower Data Ec Iment type: Hea Boiler, Gas furnace ETlipcment type: Split AC Heating cfm: 861 u nate, pump, etc. it onditio er, Heat pump, etc. Cooling cfm: 580 Model: Carrier Model: Carrier Static pressure: 0.60 in H2O 59SP5A040E17 12 24ACB318ABN32 Fan's rated external static pressure for design Heating output capaci. Btuh �9000 Heat Total cooling capacity: airflow 0 Btuh pumps - capacity at nter design out or conditions Sensible cooling capacity: p Btuh Aux. heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT .1 Design airflow: 861 cfm Longest supply duct: 235 ft Duct Materials Used Equipment design ESP: 0.50 in H2O Longest return duct: 216 ft Trunk duct: Sheet metal Total device pressure losses: -0.1 in H2O Total effective length (TEL): 451 ft Available static pressure (ASP): 0.36 in H2O Friction rate: nRp in/100ft Branch duct: Sheet metal Friction R ate =ASP : (T EL xp.Ti Contractor's printed name: Contractor's signature: Date: *Home qualifies for MJ1AE Form based on Abridged Edition Checklist + wrightsoft} Right-Su ite®Universal 201717.0.23 RSU18166 (tuft" .0-r "maj uignuc Static Pressure and Friction Rate Job: Date: Jul 26, 2017 AH 1 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.082 OK 0.082 OK Return Ducts 0.082 OK 0.082 OK Supply 4G=80, 2K1=60, 121-1=10, 1 P=20: TotalEL=170 Return 6M=20, 6A6=75, 5A=40: Total EL=135 2017 -Jul -28 15:12:14 �CC� WlrightSOft' Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page A517 1 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W Heating Cooling (in H2O) (in H2O) External static pressure 0.60 0.60 Pressure losses Coil 0.18 0.1E Heat exchanger 0 C Supply diffusers 0.03 0.01 Return grilles 0.03 0.01 Filter 0.08 0.0E Humidifier 0 C Balancing damper 0 C Other device 0 C Available static pressure 0.28 0.28 Total• Supply Return (ft) (ft) Measured length of run -out 12 4 Measured length of trunk 12 9 Equivalent length of fittings 170 135 Total length 194 148 Total effective length 343 Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.082 OK 0.082 OK Return Ducts 0.082 OK 0.082 OK Supply 4G=80, 2K1=60, 121-1=10, 1 P=20: TotalEL=170 Return 6M=20, 6A6=75, 5A=40: Total EL=135 2017 -Jul -28 15:12:14 �CC� WlrightSOft' Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page A517 1 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W ""fuer " mea"""e1vom "".c Static Pressure and Friction Rate Job: Date: Jul 26, 2017 AH2 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Available Static Pressure Supply Ducts Return Ducts Friction Rate Heating (in/100ft) 0.080 OK 0.080 OK Cooling (in/100ft) 0.062 OK 0.062 OK Fitting Equivalent Length Details Supply 4G=80, 8AF=15, 2K0=50, 121_1=10, 9L=20, 1 P=20: TotalEL=195 Return 6M=201 6A6=75, 12D1=20, 10B=10, 6AB=25, 5A=40: TotalEL=190 r wrlghtSOft" Rig ht -Su ite®Universal201717.0.23RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.60 Pressure losses Coil 0 0.1E Heat exchanger 0 C Supply diffusers 0.03 0.0: Return grilles 0.03 0.0: Filter 0.08 0.0E Humidifier 0 C Balancing damper 0 C Other device 0 C Available static pressure 0.36 0.28 Total• Supply Return (ft) (ft) Measured length of run -out 12 6 Measured length of trunk 28 20 Equivalent length of fittings 195 190 Total length 235 216 Total effective length 451 Supply Ducts Return Ducts Friction Rate Heating (in/100ft) 0.080 OK 0.080 OK Cooling (in/100ft) 0.062 OK 0.062 OK Fitting Equivalent Length Details Supply 4G=80, 8AF=15, 2K0=50, 121_1=10, 9L=20, 1 P=20: TotalEL=195 Return 6M=201 6A6=75, 12D1=20, 10B=10, 6AB=25, 5A=40: TotalEL=190 r wrlghtSOft" Rig ht -Su ite®Universal201717.0.23RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W HWesse"N�"`mc•i°"`9°LLC Duct System Summa Job: Y Date: Jul 26, 2017 AH 1 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.60 in H2O 0.32 in H2O 0.28 in H2O 0.159 / 0.121 in H2O 0.082 in/100ft 552 cfm 343 ft Cooling 0.60 in H2O 0.32 in H2O 0.28 in H2O 0.159 / 0.121 in H2O 0.082 in/100ft 767 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk CRAWL h 2295 58 5 0.086 4.0 Ox 0 VIFx 15.0 170.0 st2 CRAWL -A h 2295 58 5 0.092 4.0 Ox 0 VIFx 12.5 160.0 st1 DINING h 1387 35 27 0.088 4.0 Ox 0 VIFx 16.3 165.0 st1 FOYER h 1727 44 33 0.085 4.0 Ox 0 VIFx 17.0 170.0 st1 KITCHEN c 1539 26 90 0.082 5.0 Ox 0 VIFx 24.2 170.0 st2A LIVING c 1548 42 90 0.088 5.0 Oxo VIFx 19.4 160.0 st2A LIVING -A c 1548 42 90 0.082 5.0 Oxo VIFx 18.0 175.0 st2 LIVING -B c 1548 42 90 0.090 5.0 Ox 0 VIFx 26.8 150.0 st2 LIVING -C c 1548 42 90 0 0 Ox 0 VIFx 0 0 LIVING -D c 1548 42 90 0.099 5.0 Ox 0 VIFx 10.7 150.0 st1 MUD h 1377 35 21 0.087 4.0 Oxo VIFx 22.9 160.0 st2 PWDR h 838 21 19 0.086 4.0 Oxo VIFx 19.2 165.0 st2 STUDY c 1006 33 59 0.106 4.0 Ox 0 ShMt 20.1 130.0 st1 A STUDY -A c 1006 33 59 0.082 4.0 Ox 0 VIFx 23.7 170.0 st1 A Bold/italic values have been manually overridden .� + wrights0ft' Right -Suite@ Universal 2017 17.0.23 RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 2017 -Jul -28 15:12:14 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 265 405 0.082 728 10.2 8 x 10 ShtMetl st1 Peak AVF 245 272 0.082 817 8.8 8 x 6 ShtMetl st1A Peak AVF 66 117 0.082 859 5.0 0 x 0 ShtMetl sti st2A Peak AVF 68 180 0.082 915 6.0 0 x 0 ShtMetl st2 Bold/italic values have been manually overridden .� + wrights0ft' Right -Suite@ Universal 2017 17.0.23 RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 2017 -Jul -28 15:12:14 Page 1 Return Branch Detail Table Name Grille Size (in) Htg (cfm) Clg (Cf M) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb3 24x 15 552 767 148.5 0.082 549 16.0 Ox 0 VIFx rt1 Name Trunk Type Htg (Cf m) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt1 Peak AVF 552 767 0.082 690 13.0 16 x 10 ShtMetl wrightsoft' Rig ht -Su ite® U niv ersal 2017 17.0.23 RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W Hudt"M SA"C Duct System Summa Job: y Date: Jul 26, 2017 AH2 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.14 in H2O 0.36 in H2O 0.188 / 0.172 in H2O 0.080 in/100ft 861 cfm 451 ft Cooling 0.60 in H2O 0.32 in H2O 0.28 in H2O 0.146 / 0.134 in H2O 0.062 in/100ft 580 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH2 h 420 16 11 0.095 4.0 Ox 0 ShMt 17.0 180.0 st7 FLEXSPACE h 895 65 39 0 0 Ox 0 ShMt 0 0 396 FLEXSPACE-A h 895 65 39 0 0 Ox 0 ShMt 0 0 144 LAUNDRY h 1292 50 17 0.089 4.0 Ox 0 ShMt 25.0 185.0 st8 MASTER h 1222 54 53 0.062 4.0 Ox 0 ShMt 40.0 195.0 st8A MASTER -A h 1222 54 53 0.063 4.0 Ox 0 ShMt 42.0 190.0 st8A MBATH h 652 25 8 0.089 4.0 Ox 0 ShMt 30.0 180.0 st8 MCLOSET h 970 38 20 0.082 4.0 Ox 0 ShMt 30.0 200.0 st8 POWDER h 129 23 6 0 0 Ox 0 ShMt 0 0 ROOM2 h 2310 90 76 0.085 5.0 Ox 0 ShMt 36.0 185.0 st7 ROOM3 h 1313 51 39 0.089 4.0 Ox 0 ShMt 26.0 185.0 st7 ROOM3-A h 1313 51 39 0.092 4.0 Ox 0 ShMt 20.0 185.0 st7 SKYLOUNGE h 2706 105 71 0.086 5.0 Ox 0 ShMt 32.0 185.0 st8 SKYLOUNGE-A h 1634 105 71 0 0 Ox 0 ShMt 0 0 STAIR2 h 1790 69 37 0.085 4.0 Ox 0 ShMt 30.0 190.0 st8B Supply Trunk Detail Table Bold/italic values have been manually overridden wrightsOftRight-Suite®Universal201717.0.23RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 2017 -Jul -28 15:12:14 Page 3 Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st7 Peak AVF 208 165 0.085 778 7.0 0 x 0 ShtMetl st3 st8 Peak AVF 396 260 0.080 713 10.2 8 x 10 ShtMetl st3 st8A Peak AVF 178 144 0.080 906 6.0 0 x 0 ShtMetl st8 st8B Peak AVF 69 37 0.085 796 4.0 0 x 0 ShtMetl st8A st3 Peak AVF 604 425 0.080 776 11.9 8 x 14 ShtMetl Bold/italic values have been manually overridden wrightsOftRight-Suite®Universal201717.0.23RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 2017 -Jul -28 15:12:14 Page 3 Return Branch Detail Table Return Trunk Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Type Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 10x7 157 74 121.0 0.142 588 7.0 Ox 0 189 ShMt rt3 rb5 10x5 106 87 136.0 0.127 540 6.0 Ox 0 623 ShMt rt4 rb1 10x 5 102 78 205.0 0.084 519 6.0 Ox 0 0 x 0 ShMt rt4A rb6 10x 6 134 115 216.0 0.080 501 7.0 Ox 0 ShMt rt3A rb4 20x 8 362 226 0 0 0 0 Ox 0 ShMt Return Trunk Detail Table Bold/italic values have been manually overridden wri htsoft` 9 Rig ht-Suite®Universal 201717.0.23RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of 2017 -Jul -28 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3A Peak AVF 134 115 0.080 501 7.0 0 x 0 ShtMetl rt3 rt3 Peak AVF 291 189 0.080 655 9.1 8 x 8 ShtMetl rt2 rt4 Peak AVF 208 165 0.084 623 7.9 8 x 6 ShtMetl rt2 rt4A Peak AVF 102 78 0.084 519 6.0 0 x 0 ShtMetl rt4 rt2 Peak AVF 499 354 0.080 641 11.1 8 x 14 ShtMetl Bold/italic values have been manually overridden wri htsoft` 9 Rig ht-Suite®Universal 201717.0.23RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of 2017 -Jul -28 1 Crawl Space Job #: Performed by David Hardcastle for: Residential New Construction 3336 Chase St. Wheat Ridge, CO 80212 mannbuilders@aol.com Hardcastle Mechanical Design LLC 446 Elm ave Brighton, Co 80601 Phone: 720 404 7425 davidhc002@gmail.com Scale: 1 : 87 Page 1 I RightSuite® Universal 2017 17.0.23 RSU18166 2017 -Jul -28 15:12:29 ...\Diana\Desktop\3336 Chase St.rup _ MAIN Cfm cfm 41, 41 C, Job #: Hardcastle Mechanical Design LLC Scale: 1�: 87 Performed by David Hardcastle for: Residential New Construction 446 Elm ave Page 2 RightSuite® Universal 2017 3336 Chase St. Wheat Ridge, CO 80212 Brighton, Co 80601 17.0.23 RSU18166 Phone: 720 404 7425 2017 -Jul -28 15:12:29 mannbuilders@aol.com davidhc002@gmail.com ...\Diana\Desktop\3336 Chase St.rup SECOND Job #: Performed by David Hardcastle for: Residential New Construction 3336 Chase St. Wheat Ridge, CO 80212 mannbuilders@aol.com Hardcastle Mechanical Design LLC 446 Elm ave Brighton, Co 80601 Phone: 720 404 7425 davidhc002@gmail.com Scale: 1 : 87 Page 3 I Right -Suite® Universal 2017 17.0.23 RSU18166 2017 -Jul -28 15:12:29 ...\Diana\Desktop\3336 Chase St.rup 1 City of Wheat Ridge Single Family - New PERMIT - 201706313 PERMIT NO: 201706313 ISSUED: 09/27/2017 JOB ADDRESS: 3336 Chase ST EXPIRES: 09/27/2018 JOB DESCRIPTION: New single family home - 3,100 sq ft *** CONTACTS *** OWNER (812)219-9736 DAVID MANN GC (812)219-9736 David J. Mann 150030 Mann Builders LLC SUB (303)862-3810 Bianco Electric 100080 Bianco Electric SUB (970)372-7438 Thomas Wood 090068 C&F Enterprises SUB (303)364-8256 Bryan & Jeremy Gray 120139 Road Runner HVAC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 341,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,746.23 Use Tax 7,161.00 Permit Fee 2,686.50 Engin. Review Fee 150.00 ** TOTAL ** 11,743.73 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. 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. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to 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 information. For one- or two-family dwellings, the first twenty-five feet (25&#39;) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Garage is NOT APPROVED AS AN INDEPENDENT DWELLING UNIT Prior to issuance of a CO, 1 street tree shall be planted within the front setback. In addition, 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 1250 of the cost of the installation shall be required. I, by my signature, do hereby attest that the work to be performed shall comply with all accompany in% approved plans and specifications, applicable building codes, and al�,ap�pp�licable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the pre fe"rty and,am authorized to obtain this permit and perform the work described and approved in conjunction with thisermit. I further atter that I am legally authorized to include all entities named within this document as parties to the work to be performed a that a �vprk to be-perf"ormed is disclosed in this document Nlor its' accompanying approved plans and specifications. Signature of ~ER 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. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made inwriting 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 Offi�ial 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 per s a' not be construe to be a pe it for, or an approval of, an violation of any provision of any applicable code or any ordinance or r i o It s 'cti roval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I- ! ]A --q City of Wh6atRqge , COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Z'I 9 1 ( 7V` 1 _� 06�13VVV J Plan/Permit # Plan Review Fee: I �q� 1 i� Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner Ms/-) Property Owner Email: % rl rl �? ,� �I rS a C G Mailing Address:(if different than propertyaddress) Address: -7l %6 5 v 3_1)4 /b -c - - City, State, Zip: Architect/En ineer: LQJC,5 -btv S V-� V Architect/Engineer E-mail: ���t Phone:_ 1 (;{f ►r1 Contractor: A4 r�q 6" Phone i i L�__q - 7 J_� Contractors City License #: �� i,� Phone:__(�J Contractor E-mail Address: Sub Contractors: Electrical: 6' Ao rs 0 W.R. City License # Other City Licensed Sub: City License # Plumbing: (,�--'F F4grjseS W.R. City License # V Other City Licensed Sub: City License # Mechanical: W.R. City License # . Complete all information on BOTH sides of this form ❑ COMMERCIAL(RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE El 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.) �� Sq. Ft./LF ✓i "Uo Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONES,( (OWNER) Signature (first and last name): ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: arV4 Lr (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) DEPARTMENT USE ONLY DATE: OCCUPANCY CLASSIFICATION: l`�� Pt)eL-10 S' `ccoZ 1bZ PEVIe-W1*F` k4VN t') pcvF 12AA/N 5PowAl ON q12511 7 CV- • TNe s/7ZE: PL,04 71race- P,12OP�(ZTl A -L JW-- Z� GPdDItiJCo GSL7�R 5N R% �7�1/-L P.>E �? _ pp/47p_ 7p G,C, 7b ��R0 pXpo. 6p4j11,& Building Division Valuation: $ ) City of SINGLE FAMILYID UPLEX Wheat f -ye PUBLIC WORKS BUILDING PERMIT APPLICATION REVIEW Date: -7 Location: 3334�1 rMASr- ST ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a 61a yy ,m — 56Z located at the above referenced address. Please note the comments checked below. 1Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: ZOK MI6 �; refer to 2. Public Improvements required & to be completed with project: stipulations. a. street paving/patching: Yes --V(- No Completed b. curb & gutter: Yes --V/ No Completed c. sidewalk: Yes NoCompleted d. Other (specify): Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: $ 3. —V— 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. ecu.- - Signature Mark Van Nattan Dar 5. hVA 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 • • • F q2pg nAZmoi, a2MUET 9.8=s aEga" 7b PIN r.✓7AdAJXA,1nS� 7. 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 (4, % Meat ic1pre PU1111C WORKS City of Wheat Ridge Municipal Building 7500 W. 296 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: ADDRESS:c-T- 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 —1-d-wheatridge.co.us Rev 2/08 City of /' Theat e Pt)BL1C� WORKS City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORDS DEVELOPMENT REVIEW FEES Date: Location of Construction: 3 3 CqA 7 - Purpose Purpose of Construction: irA A4 IL Single Family _z Commercial Development Review Processin¢ Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee:........... I ......................... $50.00 Commercial/Multi-Family Review Fees: ® Review of existing or minimal technical documents: ........................ $200.00 ® Initial review' of technical civil engineering documents (Fee includes reviews of the 1st and 2nd submittals): .......................... $600.00 • Traffic 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 Multi -Family 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: e Resubmittal Fees: 3rd 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): OD 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. tis"NN-ci %%heatridge.co.us Rev 12/12 uCT(� tic NEE�� August 30, 2017 Randy Slusser Charles Abbott Associates, Inc. 390 Interlocken Crescent, 3rd Floor Broomfield, CO 80021 RE: Building Department Comments Subject location: 3336 Chase Street Wheatridge, CO 80212 To Whom It May Concern, CENSPACE, LLC 11332 Oswego Street, Henderson, CO 80640 Phone: (303) 655-9118 Fax: (303) 655-9116 www.censpace.com Project #: CO.6841.01 ENSPACE, LLC has reviewed the Building department comments provided by the city of Denver ted August 18, 2017. Our responses to the comments are listed below: Building Comments 6. The soils report information has been added to the plans. The foundation plans has also been revised to accommodate the soils reports recommendations. See sheet SG. 1, SD.1 and S 1.0. 7. A note has been added for the required special inspections on the steel construction. See sheet Sl). 1. 8. The "NOT FOR CONSTRUCTION" note has been removed from sheet S4.0. Sincerely, CENSPACE, LLC Kyle Swartz, P.E. n Page 1 of 1 L411 o (313 cr�,Py< c/NEE�� August 30, 2017 Randy Slusser Charles Abbott Associates, Inc. 390 Interlocken Crescent, 3`d Floor Broomfield, CO 80021 RE: Building Department Comments Subject location: 3336 Chase Street Wheatridge, CO 80212 To Whom It May Concern, CENSPACE, LLC 11332 Oswego Street, Henderson, CO 80640 Phone: (303) 655-9118 Fax: (303) 655-9116 www.censpace.com Project #: CO.6841.01 CENSPACE, LLC has reviewed the Building department comments provided by the city of Denver dated August 18, 2017. Our responses to the comments are listed below: Building Comments 6. The soils report information has been added to the plans. The foundation plans has also been revised to accommodate the soils reports recommendations. See sheet SG.1, SD.1 and S 1.0. 7. A note has been added for the required special inspections on the steel construction. See sheet SD. 1. 8. The "NOT FOR CONSTRUCTION" note has been removed from sheet S4.0. Sincerely, CENSPACE, LLC Kyle Swartz, P.E. Page 1 of 1 Rev. 03/2017 RESIDENTIAL Building Permit - Plan Review Worksheet Address: 3 5 � � b Ns c 7-- Zoning: - i C - Lot Size: (0 L2 -'S`- sq. ft. Lot Width: > .) ft. Property in the flood plain? � If yes, notify PW Floodplain Administrator and add surveying condition FLD Type of project (applicable survey conditions in parenthesis): ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) ❑ Addition ILC and site plan if Win 2' of setback or in floodplain (FND) if in floodplain (FLD) New ILC and site plan —yes (FND)if Win 2' of setback (NRS)— if in floodplain (FLD) Maximum Lot Coverage: Li V' % Existing Improvements: House: sq. ft. Shed: sq. ft. Detached garage: `° sq ft. Other: sq. ft. Total Existing CD sq. ft Lot Coverage % '2- LA D�-D sq. ft. Proposed Improvements: House/addition: j 1 9 sq. ft. Shed: sq. ft Detached Garage: 5cf7 sq. ft. Other: sq. ft. Proposed+Existing sq. ft Lot Coverage % Required Setbacks: FR S �D S J R Jr Provided Setbacks: FR '9 -7 S S For additions or new construction, is the structure within 2 feet of minimum setbacks?&<5 If yes, add surve ing condition FND. Maximum Height: S 5 ft. Proposed Height: 3 � , � ft. Maximum Size:sq. ft. Proposed Size: `�- 1'� sq. ft. Does the bulk plane apply? (Y/N) If yes, does it meet on all sides (Y/N): FR J SS R (See 26-642 and 26-120.C.1 — applies t all single- mily structures (, ew, addition, accessory) in R 1C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Streetseape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots )4 -New development Additions that increase floor area by 60% or more - use formula: (proposed floor area — existing floor area ) / existing floor area = % inc. If any box above is checked ... (see next page) Rev. 03/2017 For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Other Conditions Access (applies to all new driveways, garages, additions, or new homes/units) For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. 4] For all uses, one access point per property is permitted. Landscaping (applies to addi ' s and new dwelling units) b For one -and two-fam' y dw' , i gs, one tree for every 70 feet of street frontage is required. Street trees required Street trees provided: 100% of the front y d and /o of the entire lot must be landscaped prior to issuance of C.O. In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. �'j��, (A W the t is al4C- Ciro OF WHEAT RIDGE BUILD= AND INSPEMON SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 8003MOD] p. 303.235.2855.,j_ 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 +fiecklist far the project type and be attached to the 8ulding Permit Application at the bane of submission. Appiieations presented for submission writhout a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Project Address: Name of Firm/individual submitting doc uments: Project Project Type/Description: d -s 0 ck � a Signature of Firm Representative or Individual: 4"1 C_ n/1 1 51 i- L Oc rS L f DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY am a duly authorized representative of the agency indicated below and cao, by my signature below, hereby acknowledge recei0t of documents necessary for review and approval of the project indicated above. &M—CIR re resented: (Piease check one) o West Metro Fire Protection o Arvada Fire Protection 7RL Wheat Ridge Sanitation District o Wheat Ridge Water District o Clear Creek Sanitation District o Consolidated Mutual Water District o Fruitdale Sanitation District o Valley Water District o Westridge Sanitation District o Denver Water o Other AgencylVates; L.1✓�5Lf4Z #/ASLARLL. �rt�j2 FQo— -i-r ! - r ✓r4- LEA T !a. t 0e_ Nz D rs rKTcT Signature: . / pate: s/,/ ( itv of l 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: Project Address: Name of Firm/Individual submitting documents: Project Type/Description: Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY , 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 West Metro Fire Protection o Arvada Fire Protection ¢_ Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: d1 tp a o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Signature:, Date: _Z__ epresentaive) __ . OSITE PL_A_N 1 SCALE; I Ar = 1'4r — R Y-0-0- IIS Existing Ground Proposed Grade I Longitudinal slope 6 shall be a min. 1%. SWALE DETAIL A -A I No Scale I LCAT 13 Connect to existing II curb and Butter. Con swd new curb, gutter / and Y anached sidewalk y- A1 _ per City standard U ` 1 A4 I W p WHioxrzre'ai b'•--___— �.. �, � _.eevenrue I Downspout I r;entannn V) U gI ! L RECEIVED 5/1212917 LUT 1 1st Submittal Install Swale along north property wI Q 6,255 SF adjoining property. I — --- --------- — ,— I ---- a+tt II J I II I I U J I r C) t Aright -of -Way C'onswction - I I.Y d7 Permit shall be required to prior to I L the commencement ofconstmction I of the public improvements. I I - -----rc----v--------- ' ' -- io new sidewalk Conner to existin¢ I " - ' n r-- curband------ i. df`J I 1 I j I 1 I I I I I I I I I I I I I I � I I I I I I I - I I ��a.covsrot>E« Swale __ S /e Q - - — — er �m••c+Raxr I arc uvF I — --. P,Cl Mrge —vtp k --- ---- -------------- ---____-- �ww+c_—_—_—_- �rrrrtso.e LOT 2 LOT 19 properties from stormwater rano"' 2) A Grading Cenif cation Letter, am—pamed by an ILC map with ,spot elevations shall be required prior to C G to eruure site has been properly graded 9/22/17 AVN 1111 DATA TALI. nm.atrn amrPl+P'1 '.uotmtrn rnro®ra1 A.raenaau �,. w. w. mg mr a,. lits a.A CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: 0DRAINAGE ❑SIDEWALK ❑ CURB A GUTTER ❑ STREET JdMISCF L LANEOUS O PLAT COMMENT SITEPLAN-SFR APPROVED wiM CommeMa SUBJECT TO FIELD INSPECTIONS ... roar.n Nnrw tag-arr v S W Z W O N V)z0 O �OVO Z W Z Q Y O :1. W rk� <U�Q W W Z _ o .p 3 W DIE M M 1 SITE PUN 1 a A-93%2017 Rq IAamwlbn Rrorvn on P'k „ teak,l ei a� win,otA rte � cax..,t a tndend,e txsan dow. R� a kI 0 i4''''� I lyf •O ,C)_^^ vIIf^�vl J nW F--1 i NSEex G 4D963, Fy 7-i �. FD.ARCtb/ Ao.o �fflm -. fi,.:.-0.,. f.. ,��.t'-1-:'.<.. .,,. r..,," _: ,._.,-'"'.?.. r r -. CITY OF WHEAT RIDGE PUBLIC WORKS DATE 9112/2017 RECEIVED 5/1212917 1st Submittal Install Swale along north property line to direct mnoff away from ` adjoining property. I I a+tt II J I Swale __ S /e Q - - — — er �m••c+Raxr I arc uvF I — --. P,Cl Mrge —vtp k --- ---- -------------- ---____-- �ww+c_—_—_—_- �rrrrtso.e LOT 2 LOT 19 properties from stormwater rano"' 2) A Grading Cenif cation Letter, am—pamed by an ILC map with ,spot elevations shall be required prior to C G to eruure site has been properly graded 9/22/17 AVN 1111 DATA TALI. nm.atrn amrPl+P'1 '.uotmtrn rnro®ra1 A.raenaau �,. w. w. mg mr a,. lits a.A CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: 0DRAINAGE ❑SIDEWALK ❑ CURB A GUTTER ❑ STREET JdMISCF L LANEOUS O PLAT COMMENT SITEPLAN-SFR APPROVED wiM CommeMa SUBJECT TO FIELD INSPECTIONS ... roar.n Nnrw tag-arr v S W Z W O N V)z0 O �OVO Z W Z Q Y O :1. W rk� <U�Q W W Z _ o .p 3 W DIE M M 1 SITE PUN 1 a A-93%2017 Rq IAamwlbn Rrorvn on P'k „ teak,l ei a� win,otA rte � cax..,t a tndend,e txsan dow. R� a kI 0 i4''''� I lyf •O ,C)_^^ vIIf^�vl J nW F--1 i NSEex G 4D963, Fy 7-i �. FD.ARCtb/ Ao.o �fflm -. fi,.:.-0.,. f.. ,��.t'-1-:'.<.. .,,. r..,," _: ,._.,-'"'.?.. r r -. ROCKY MOUNTAIN GROUP Job No. 157030 April 4, 2017 Mann Builders LLC 7165 W 32nd Ave Wheat Ridge, CO 80033 Re: Subsurface Soil Investigation 3336 Chase St Formerly known as 3330 Chase St, North Lot Wheat Ridge, Colorado Dear Mann Builders LLC: Rocky Mountain Group (RMG) drilled two test borings at the above -referenced address on March 15, 2017. The layout of the site, existing surface conditions, and the approximate location of our explorations are provided in Figure 1, Aerial Site Map. Our findings, conclusions and recommendations are provided in this report. This report presents geotechnical engineering recommendations for design and construction of residential foundations. The following is excluded from the scope of this report including but not limited to geologic, natural and environmental hazards such as landslides, unstable slopes, seismicity, snow avalanches, water flooding, corrosive soils, erosion, radon, wild fire protection, hazardous waste and natural resources. Site Description and Proposed Construction The site was vacant at the time of our subsurface exploration. Aerial imagery indicates that previous existing structures were on this site. At the time of our subsurface exploration, all previous structures had been removed and the site was roughly graded to be relatively flat across the site. Based on conversations with the client, it is our understanding that the existing property will be split into two residential lots. It is our understanding a single family residence with a basement is planned for the proposed construction. Subsurface Materials From the surface in the test borings, man -placed fill soils were encountered to approximately 4 to 6 feet below the existing ground surface. The fill soil generally consisted of lean clay with sand and construction debris. The surficial fill soil was underlain by firm to very hard cka s o bedrock that extended to the maximum depths explored in the test borings. / city or South Colorado: Colorado Springs, CO 719.548.0600 Central Colorado: Englewood, CO 303.688.9475 Whet Ridge North Colra Greeley, CO 970.330.1071 Monument: 719.488.2145 Pueblo: 719.544.7750 Woodland Park: 719.687.6077 3330 Chase St North Lot Wheat Ridge, Colorado Groundwater was not encountered in the test borings at the time of drilling. However, when checked two days subsequent to drilling, groundwater was encountered at 29 feet in B-1 and was not encountered in B-2. Fluctuations in groundwater and subsurface moisture conditions may occur due to variations in rainfall and other factors not readily apparent at this time. Development of the property and adjacent properties may also affect groundwater levels. Additional descriptions and the interpreted distribution (approximate depths) of the subsurface materials are presented in the Test Boring Logs. The soil/rock classifications shown on the logs are based upon the engineer's classification of samples. Lines shown on the logs represent the approximate boundary between subsurface materials, and the actual transition may be gradual and vary across the site. An Explanation of the Test Boring Logs, the Test Boring Logs, and a Summary of Laboratory Test Results are presented in Figures 2 through 4. Soil Classification Data are presented in Figure 5. Swell/Consolidation Test Results are presented in Figures 6 and 7. Summary of Findings The results of this investigation indicate that the site is suitable for the proposed residence provided the recommendations presented herein are implemented and appropriate construction practices are followed. The most significant geotechnical issue at the site is the presence of the man -place fill soils. We recommend the complete removal of all undocumented fill below foundation bearing components and interior floor slabs. We recommend foundation bearing components bear directly on the claystone bedrock. Foundation Recommendations A spread footing foundation supported on the on-site claystone bedrock is suitable for the proposed structure. A maximum allowable bearing pressure of 2,500 psf with a minimum dead load requirement of 800 psf may be used for design. A 4 -inch void material should be installed in areas where the minimum dead load cannot be attained. The foundation design should be prepared by a qualified Colorado Registered Professional Engineer using the recommendations presented in this report. This foundation system should be designed to span a minimum of 10 feet under the design loads. The bottoms of exterior foundations should be at least 36 inches below finished grade for frost protection. Open Excavation Observation During construction, foundation excavations should be observed by RMG prior to placing structural fill, forms, or concrete to verify the foundation bearing conditions for each structure. Based on the conditions observed in the foundation excavation, the recommendations made at the time of construction may vary from those contained herein. In the case of differences, the Open Excavation Observation report shall be considered to be the governing document. The recommendations presented herein are intended only as preliminary guidelines to be used for interpreting the subsurface soil conditions exposed in the excavation and determining the final recommendations for foundation construction. City of Wheat Ridge n5 Divisc"l- RMG — Rocky Mountain Group 2 Job No. 157030 3330 Chase St North Lot Wheat Ridge, Colorado It is recommended that excavation equipment remain onsite until the open excavation observation has been completed. If unsuitable conditions are identified during the open excavation observation, i.e. pockets of loose/soft soils, high groundwater, potentially expansive or collapsible soils, etc., additional earthwork recommendations and/or testing and potentially alternative foundation recommendations may be required at an additional cost. Interior Floor Slabs Slab performance risk evaluation is an engineering judgement which is used as a predictor of the general magnitude of potential slab heave, and the risk of poor slab performance. The Slab Performance Risk at this site is judged to be `Low' (less than 2% swell with a 500 to 1,000 psf surcharge) based on the criteria in the following table. Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1,000 psf Surcharge) Low 0to<3 0to<2 Moderate 3 to < 5 2 to < 4 'E��High Sto<g 4to<6 Very High >g >6 Note: Based on Colorado Association of Geotechnical Engineers, Guidelines for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area, 1996). The Colorado Association of Geotechnical Engineers (CAGE) recommends structural floors where the slab performance risk is judged to be high or very high. However, the owner must understand that vertical slab movement on the order of two to four inches is considered possible for soils/bedrock of low expansion potential and for structural fill after recommended removal (overexcavation). In some cases, vertical movement may exceed this range. If movement and associated damage to floors and finishes cannot be tolerated, a structural floor system should be used. Floor slabs should be separated from structural components to allow for vertical movement. Control and construction joints should be placed in accordance with the latest guidelines and standards published by the American Concrete Institute (ACI) and applicable local Building Code requirements. Slabs should also be separated from any utility components by isolation joints. Mechanical equipment supported on slabs should be provided with expandable/collapsible sections in order to allow movement of the slab without damage to the equipment or structure. Recommendations for exterior concrete slabs, such as patios, driveways, and sidewalks, are not included in this report. Interior Partitions Interior non-bearing partitions and attached furnishings (e.g., cabinets, shower stalls, etc.) on concrete slabs should be constructed with a void so that they do not transmit floor slab movement to the roof or overlying floor. A void of 3 inches is recommended benoih non- bearing partitions. Doors should be provided with at least a 1 inch gap at floor level. oids and Wheat Ridge RMG — Rocky Mountain Group 3 Job No. 157030 3330 Chase St North Lot Wheat Ridge, Colorado gaps may require reconstruction over the life of the structure to re-establish the void due to vertical slab movement. Interior non-bearing partitions walls and other attached finishes do not require isolation from the structural floor system. Lateral Earth Pressure Parameters Foundation walls should be designed to resist lateral earth pressures. For moisture -conditioned, low -expansive, onsite backfill materials, we recommend equivalent fluid pressure of 55 pcf for "Active" conditions and 75 pcf for "At -Rest" conditions be used for design. The above lateral earth pressure applies to level, drained backfill conditions. Equivalent Fluid Pressures for sloping/undrained conditions should be determined on an individual basis. Site Grading The following sections present recommendations for earthwork during construction including site preparation, structural fill, and exterior backfill. Site Preparation Prior to construction the ground surface in proposed structure and improvement areas should be stripped of existing vegetation, debris, topsoil, undocumented fill, soft, loose, or disturbed native soils and other deleterious material. This includes areas below foundation and floor slabs. In areas where clay soils will in placed the exposed subgrade should be kept from desiccating. Site preparation procedures should be performed such that the potential for standing and ponding of water around the site is minimized. During wet weather earthen berms, swales, or other means should be used to route water away from excavations. Water that accumulates in excavations should be promptly pumped out or otherwise removed and these areas should be allowed to dry out before resuming construction. Structural Fill In the event structural fill is needed, areas to receive structural fill should have topsoil, organic material, or debris removed. The upper 6 inches of the exposed surface soils should be scarified and moisture conditioned to facilitate compaction (usually within 2 percent of the optimum moisture content) and compacted to a minimum of 95 percent of the maximum dry density as determined by the Standard Proctor test (ASTM D-698) or to a minimum of 92 percent of the maximum dry density as determined by the Modified Proctor test (ASTM D- 1557) prior to placing structural fill. Scarification may terminate where bedrock is encountered. Structural fill placed on slopes should be benched into the slope. Maximum bench heights should not exceed 4 feet, and bench widths should be wide enough to accoxnmodatd compaction equipment. City of ,V,41Meat Ridge RMG — Rocky Mountain Group 4 Job No. 157030 3330 Chase St North Lot Wheat Ridge, Colorado Structural fill shall consist of granular, non -expansive material, and it should be placed in loose lifts not exceeding 8 to 12 inches, moisture conditioned to facilitate compaction (usually within 2 percent of the optimum moisture content) and compacted to a minimum of 92 percent of the maximum dry density as determined by the Modified Proctor test, ASTM D-1557. The materials should be compacted by mechanical means. Earthwork operations should be observed and compaction of structural fill materials should be tested by the project's geotechnical consultant. It is the responsibility of the builder or contractor to schedule with this office to conduct compaction tests, retrieve or accept delivery of a fill sample, or certify the fill material. Exterior Backfill Backfill should be placed in loose lifts not exceeding 8 to 12 inches, moisture conditioned to facilitate compaction (usually within 2 percent of the optimum moisture content) and compacted to 90 percent of the maximum dry density as determined by the Standard Proctor test, ASTM D-698 on exterior sides of walls in landscaped areas. In areas where backfill supports pavement and concrete flatwork, the materials should be compacted to 95 percent of the maximum dry density. Fill placed on slopes should be benched into the slope. Maximum bench heights should not exceed 4 feet, and bench widths should be wide enough to accommodate compaction equipment. The appropriate government/utility specifications should be used for fill placed in utility trenches. If material is imported for backfill, the material should be approved by the Geotechnical Engineer prior to hauling it to the site. The backfill should not be placed on frozen subgrade or allowed to freeze during moisture conditioning and placement. Backfill should be compacted by mechanical means, and foundation walls should be braced during backfilling and compaction. Surface Grading and Drainage Drainage is an important key to the successful performance of shallow foundations. The ground surface should be sloped away from structures with a minimum gradient of 10 percent for the first 10 feet. This is equivalent to 12 inches of fall across this 10 -foot zone. If a 10 -foot zone is not possible on the upslope side of the structure, then a well-defined swale should be created a minimum 5 feet from the foundation and sloped parallel with the wall with a minimum slope of 2 percent to intercept the surface water and transport it around and away from the structure. Roof drains should extend across backfill zones and landscaped areas to a region that is graded to direct flow away from the structure. It is imperative that homeowners maintain the surface grading and drainage recommended in this report to help prevent water from being directed toward and/or ponding near the foundations. Failure to maintain positive surface drainage awa. . (City of wheat R eOeih±inr L�ttiscrr,.r RMG — Rocky Mountain Group 5 Job No. 157030 3330 Chase St North Lot Wheat Ridge, Colorado from the structure may result in localized differential vertical movement of foundations and slabs. Landscaping should be selected to reduce irrigation requirements. Plants used close to foundation walls should be limited to those with low moisture requirements; and irrigated grass should not be located within 5 feet of the foundation. To help control weed growth, geotextiles should be used below landscaped areas adjacent to foundations. Impervious plastic membranes are not recommended. Irrigation devices should not be placed within 5 feet of the foundation. Irrigation should be limited to the amount sufficient to maintain vegetation. Application of more water will increase the likelihood of slab and foundation movements. Perimeter Drain A subsurface perimeter drain is recommended around portions of the structure which will have habitable or storage space located below the finished ground surface. This includes crawlspace areas but not the walkout trench, if applicable. A typical drain detail is presented in Figure 8. A subsurface perimeter drain is designed to intercept some types of subsurface moisture and not others. Therefore, the drain could operate properly and not mitigate all moisture problems relating to foundation performance or moisture intrusion into the basement area. Concrete Type I/II cement is recommended for concrete in contact with the subsurface materials. Calcium chloride should be used with caution for soils with high sulfate contents. The concrete should not be placed on frozen ground. If placed during periods of cold temperatures, the concrete should be kept from freezing. This may require covering the concrete with insulated blankets and heating. Concrete work should be completed in accordance with the latest applicable guidelines and standards published by ACI. Foundation Configuration Remarks The configuration of the foundation system is critical to its performance. The position of foundation windows, jogs, steps and the relative elevation of adjacent and opposite walls can affect foundation performance. The nature of residential foundation construction does not allow for control of these conditions by the Foundation Design Engineer. Improper placement of the above can result in differential and lateral foundation movement not anticipated by the Geotechnical Engineer. The Foundation Design Engineer should be contacted regarding the foundation configuration. General Remarks The recommendations provided in this report are based upon the subsurface conditions�� encountered in the test borings, anticipated foundation loads, and accepted engineering practices kj , NN � 6 RMG — Rocky Mountain Group 6 Job No. 157030 3330 Chase St North Lot Wheat Ridge, Colorado and principles in the area at the time of report preparation. No warranty is made or implied in this report that this firm has an all inclusive knowledge of every portion of the subsurface materials on or under the site. There is no evaluation detailed enough to reveal every subsurface condition. The nature and extent of variations across the site may not become evident until construction commences or thereafter. The construction process itself may also alter subsurface conditions. If variations appear evident at the time of construction, our office should be notified. If additional mass site grading is performed at the site which results in elevations that vary significantly from existing grades (more than plus or minus 2 ft), our office should be informed about these changes. If needed and/or if desired, we will reexamine our analyses and make supplemental recommendations. The recommendations are intended to reduce differential movement. However, it should be noted that geotechnical engineering recommendations are not an exact science. The recommendations presented in a geotechnical engineering report are not based only on the analytical and empirical tools but rely on engineering judgement as well. The fact that professional judgements must be used in making recommendations means that the conclusions and recommendations presented in a geotechnical engineering report should not be considered risk-free and, more importantly, are not a guarantee that the interaction between the soils and the proposed structure will perform as planned. Furthermore, it must be recognized that the foundation will undergo some movement on all soil types. Concrete floor slabs will likely move vertically. The recommendations for isolating floor slabs from columns, walls, partitions or other structural components should be implemented to mitigate potential damage to the structure. Subsequent owners should be provided a copy of this report. The recommendations are based on accepted local engineering practice and are intended for individuals familiar with local construction practices and standards. The owner is also encouraged to read A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, Special Publication No. 43, available from the Colorado Geological Survey. Recommendations contained in the report are also applicable for prevention of settlement due to wetting of support soils. RMG does not assure the existence of and/or the compliance with the above recommendations. This is the responsibility of the client referenced on the first page. RMG provided recommendations only and does not supervise, direct or control the implementation of the recommendations. ow of N,'gt+eat Ritlo 7 RMG - Rocky Mountain Group 7 Job No. 157030 3330 Chase St North Lot Wheat Ridge, Colorado Senate Bill 13 This report may be partial fulfillment of Colorado Senate Bill 13 (1984), C.R.S. 6-6.5-101, The Soil and Hazard Analysis of Residential Construction, if the purchaser receives this report at least fourteen days prior to closing. The purpose of Senate Bill 13 is to inform the purchaser of the presence of expansive soil or hazards on the site. Geologic and environmental hazards are outside the scope of services of this report. Expansive soil and bedrock may result in movement of foundation components and floor slabs. The recommendations presented in this report are intended to reduce, not eliminate, these movements. The owner and builder should review and become familiar with Special Publications 43 issued by the Colorado Geologic Survey. This report and the recommendations contained therein are only valid if all parts of Senate Bill 13 are satisfied. Should you have questions, please do not hesitate to call. Cordially, O �' Rti RMG —Rocky Mountain Group v •• � ;� k Vim. �4L 4/4/17 10% 4753 Jeffrey Jones, P.E. F' :. r Geotechnical Project Engineer `��OkJ ti L,x a, e "�` �'�••�••*o `ham, �• city of Wheat Ridge 3uilding pwfson RMG — Rocky Mountain Group 8 Job No. 157030 N W E T S APPROXIMATE PROPERTY LINES R APPROXIMATE TEST BORING LOCATION NOT TO SCALE ARCHITECTS cowado Sgw,Co80918 IMMAOPW En 54&0800 ce, o►dce: E�pewood, Co e0112 ENGINEERS (303) 888-N75 Nro giem oxrw: ROCKY MOUNTAIN GROUP Coe* 00 (e70) 33a•Io71 AERIAL SITE MAP 3300 CHASE STREET NORTH LOT DENVER, COLORADO MANN BUILDERS, LLC JOB. No. 157030 FIG. No. 1 ,t Ridge DATE: 04.03.2017 SOILS DESCRIPTION CLAYSTONE FILL: CLAY, SANDY UNLESS NOTED OTHERWISE, ALL LABORATORY TESTS PRESENTED HEREIN WERE PERFORMED BY: RMG - ROCKY MOUNTAIN GROUP 14 INVERNESS DR. EAST, SUITE E-136 ENGLEWOOD, COLORADO SYMBOLS AND NOTES STANDARD PENETRATION TEST - MADE BY DRIVING A SPLIT -BARREL SAMPLER INTO THE SOIL BY DROPPING A 140 LB. HAMMER 30", IN GENERAL ACCORDANCE WITH ASTM XX D-1586. NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS OTHERWISE INDICATED). UNDISTURBED CALIFORNIA SAMPLE - MADE BY DRIVING A RING -LINED SAMPLER INTO XX THE SOIL BY DROPPING A 140 LB. HAMMER 30", IN GENERAL ACCORDANCE WITH ASTM D-3550. NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS OTHERWISE INDICATED). :2 FREE WATER TABLE - DEPTH AT WHICH BORING CAVED eBULK DISTURBED BULK SAMPLE ItAUG AUGER "CUTTINGS" 4.5 WATER CONTENT (%) ROCKY MOUNTAIN GROUP ARCHITECTS ArchilMural M U Geotechnical SVuctural Malenals Testing Farensia CMI Plenning ENGINEERS Caorado ne (C—n =0 2910 Austin Bluffs Parkvray ', Spings, CO 80918 (]19)54&0600 SOUTHERN COLORADO, DENVER METRO. NORTHERN COLORADO EXPLANATION OF TEST BORING LOGS JO V DA' URE No. 2. TEST BORING: B-1 DATE DRILLED: 3/15/17 REMARKS: GROUNDWATER @ 29.0' 3/17/17 w 0 w Q t~i w 0- � OJ m z F- 0 W TEST BORING: B-2 DATE DRILLED: 3/15/17 REMARKS: NO GROUNDWATER ON 3/17/17 w O w a Q LL w o_ 00 m LU z 0 < Fill: Lean Clay with Sand - brown with debris, moist 5 10- 15 025V20- 25- V 50/8" 50/5" 50/8" 50 50/8" 14.1 19.7 18.9 36.3 25.3 Fill: Lean Clay with Sand - brown with debris and calcareous nodules, very stiff, moist 5 10 15 30 35 50/8" 50/6" 15. 14. 19. 23.1 Claystone - brownish gray and bluish gray with oxidation staining, hard to very hard, moist to wet Claystone - brownish gray and bluish gray with oxidation staining, medium hard to hard, moist KUUKY MUM I AIN UKUUP ARCHITECTS ArchitxturolRGeotechnical Slrudurd Materials Testing F—i¢ Civil, Planninq ENGINEERS r orado mnnas rcomu-are or�e� 2910 Austin &uRs Parkway Cdaado Spngs, CO 80918 SOUTHERN TEST BORING LOGS JOB No. 157030 FIGURE No. 3 DATE 4/3/17 ROCKY MOUNTAIN GROUP ARCHITECTS ArWixlurtl RMG sn,ol�.al Faanva ENGINEERS 11 �: —wow 2910 Austin Bluffs PaHarry Colnatla Spings, CO 80918 (719)5984M SOUTHERN COLORADO, DENVER METRO. NORTHERN COLORADO GM,ch,i� SUM MARY O F QW, LABORATORY TEST Gxl, Plann�n9 RESULTS JOB No. 157030 FIGURE No. 4 PAGE 1 OF 1 DAT&- D4/3117 TestNo. Boring Depth Water Content (%) Dry Density (pcf) Liquid Limit Plasticity Index o FHA Retained Passing No. Expansion No.4 Sieve 200 Sieve Pressure % Swell/ Collapse USCS Classification B-1 4.0 14.1 118.0 0.3 B-1 9.0 19.7 54 33 52.1 CH B-1 14.0 18.9 102.7 1 0.4 B-1 19.0 36.3 B-1 29.0 25.3 B-2 4.0 15.5 44 27 70.8 CL B-2 9.0 14.1 114.9 1,2 B-2 14.0 19.5 B-2 19.0 23.6 ROCKY MOUNTAIN GROUP ARCHITECTS ArWixlurtl RMG sn,ol�.al Faanva ENGINEERS 11 �: —wow 2910 Austin Bluffs PaHarry Colnatla Spings, CO 80918 (719)5984M SOUTHERN COLORADO, DENVER METRO. NORTHERN COLORADO GM,ch,i� SUM MARY O F QW, LABORATORY TEST Gxl, Plann�n9 RESULTS JOB No. 157030 FIGURE No. 4 PAGE 1 OF 1 DAT&- D4/3117 U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS HYDROMETER 3 1.5 1 3/4 1/23/8 4 10 20 40 100 200 100 0i8090--- i80 LU70 C060 z CW50 Q a z40 w � 30 Lu a 20 10 01 1 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS GRAVEL SAND COBBLES SILT OR CLAY coarse fine coarse I medium I ne Test Boring Depth (ft) Classification LL PL PI • B-1 9.0 SANDY FAT CLAY(CH) 54 21 33 m B-2 4.0 LEAN CLAY with SAND(CL) 44 17 27 Test Boring Depth (ft) %Gravel %Sand %Silt %Clay • B-1 9.0 52.1 m B-2 4.0 70.8 ROCKY MOUNTAIN GROUP ARCHITECTS NMitecturalGeotechnical &-sKMkMaledl Testing Faenslos Cidl, Ren w ENGINEERS 121 4o�q m_ omc9, 2910 AusYn EkMs Parkway Cd« spm,COeo91e (779)5480609 SOUTHERN COLORADO, DENVER METRO, NORTHERN COLORADO SOIL CLASSIFICATION DATA JOB No. 157030 FIGURE No. 5 DATE 4/3/17 2.0 1.0 -3.0 -4.0 100 1,000 APPLIED PRESSURE - PSF PROJECT: 3300 Chase St Wheat Ridge, CO SAMPLE DESCRIPTION: Claystone NOTE: SAMPLE WAS INUNDATED WITH WATER AT 500 PSF 2.0 1.0 0 0 U) z a o_ x w -1.0 z 0 E -2.0 o_ 0 U -3.0 -4.0 1001,000 APPLIED PRESSURE - PSF PROJECT: 3300 Chase St Wheat Ridge, CO SAMPLE DESCRIPTION: Claystone NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF 10,000 SAMPLE LOCATION: B-1 @ 4 FT NATURAL DRY UNIT WEIGHT: 118.0 PCF NATURAL MOISTURE CONTENT: 14.1% PERCENT SWELUCOMPRESSION: 0.3 10,000 SAMPLE LOCATION: B-1 @ 14 FT NATURAL DRY UNIT WEIGHT: 102.7 PCF NATURAL MOISTURE CONTENT: 18.9% PERCENT SWELLICOMPRESSION: 0.4 JOB No. 157080 SWELL/CONSOLIDATIONI FIGURE No. 6 TEST RESULTS DATE 4/3/17 ROCKY MOUNTAIN GROUP ARCHITECTS aa,ue<wrai ce«e Swaural RMG T -i Materials Testing Foremsia ENGINEERS Citi,, %arming Cdorado Sorms- /Coroaate Of w 2910 Austin &offs Parkway Cdorado Spings, CO SO 18 (719)5480500 SOUTHERN COLORADO, DENVER METRO, NORTHERN COLORADO 10,000 SAMPLE LOCATION: B-1 @ 4 FT NATURAL DRY UNIT WEIGHT: 118.0 PCF NATURAL MOISTURE CONTENT: 14.1% PERCENT SWELUCOMPRESSION: 0.3 10,000 SAMPLE LOCATION: B-1 @ 14 FT NATURAL DRY UNIT WEIGHT: 102.7 PCF NATURAL MOISTURE CONTENT: 18.9% PERCENT SWELLICOMPRESSION: 0.4 JOB No. 157080 SWELL/CONSOLIDATIONI FIGURE No. 6 TEST RESULTS DATE 4/3/17 2.0 1.0 z 0 co LUa -2.0 0 U -3.0 -4.0 L_ 100 1,000 APPLIED PRESSURE - PSF PROJECT: 3300 Chase St Wheat Ridge, CO SAMPLE DESCRIPTION: Claystone NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF ROCKY MOUNTAIN GROUP ARCHITECTS Al cWrd Geotechnical stl atruaural Materids Testing Forensic CiA, Planning ENGINEERS ratz s^n— (oaoaate Oracel 2910 Aus(in Bluff, Parkway Cdorado Spngs, CO 80918 (/19)54&0800 SOUTHERN COLORADO, DENVER METRO, NORTHERN COLORADO SAMPLE LOCATION: B-2 @ 9 FT NATURAL DRY UNIT WEIGHT: 114.9 PCF NATURAL MOISTURE CONTENT: 14.1% PERCENT SWELUCOMPRESSION: 1.2 JOB No. 157030 SWELL/CONSOLIDATIONI FIGURE No. 7 TEST RESULTS DATE 4/3/17 EXTERIOR BACK FILL POLYETHYLENE FILM SEALED TO WALL AND EXTENDED AROUND BOTTOM OF GRAVEL COLLECTOR AS SHOWN MIRAFI ® 140N GEOTEXTILE OR EQUIVALENT - WRAP BOTTOM EDGE ALONG POLYETHYLENE FILM AND WRAP TOP EDGE ALONG FOOTING (AS SHOWN) GRAVEL COLLECTOR: GRAVEL SIZE TO BE AT LEAST 2X THE WIDTH OF SLOTTED PERFORATIONS OR 1.5X THE DIAMETER OF ROUND PERFORATIONS GENERAL NOTES: 1. BOTTOM OF DRAIN PIPE SHALL BE AT OR BELOW BOTTOM OF FOOTING AT ALL LOCATIONS 2. ALL DRAIN PIPE SHALL BE PERFORATED PLASTIC, WITH THE EXCEPTION OF THE DISCHARGE PORTION WHICH SHALL BE SOLID, NON -PERFORATED PIPE. 3. MINIMUM GRADE FOR DRAIN PIPE SHALL BE 1%, OR 3 INCHES OF FALL IN 25 FEET. 4. DRAIN PIPE SHALL BE PROVIDED WITH A FREE GRAVITY OUTFALL, IF POSSIBLE. IF A GRAVITY OUTFALL CANNOT BE ACHIEVED, THEN A SUMP PIT AND PUMP SHALL BE USED. 5. ALL DRAIN COMPONENTS SHALL BE RATED/APPROVED BY THE MANUFACTURER FOR THE INSTALLED DEPTH AND APPLICATION 6. DRAIN SYSTEM, INCLUDING THE OUTFALL OF THE DRAIN, SHALL BE OBSERVED BY QUALIFIED PERSONNEL PRIOR TO BACKFILLING TO VERIFY INSTALLATION. ARCHITECTS RMG ENGINEERS ROCKY MOUNTAIN GROUP Southem Office Colorado Springs,CO 80918 (719) 548-0600 Central Office: Englewood, CO 80112 (303)688-9475 Northern Office: Greeley / Evans, CO 80620 (970) 330-1071 City Of SPREAD FOOTING w t ; t~ PERIMETER DRAIN W. BU4lsithg t-1.1UfSOr_ Generated by REScheck-Web Software Compliance Certificate Project 3336 Chase Street Energy Code: 2015 IECC Location: Wheat Ridge, Colorado Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 270 deg. from North Conditioned Floor Area: 3,100 ft2 Glazing Area 17% Climate Zone: 5 (6158 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: 3336 Chase Street Laurie Middleton Wheat Ridge, Colorado 80212 Mann Real Estate 7165 West 32nd Avenue Wheat Ridge, Colorado 80033 Designer/Contractor: Jeff Van Sambeek Lodestone Design Group 701 Delaware Avenue Suite C Longmont, Colorado 80501 (303) 800-8633 sky@lodestonedesign.com Compliance: 1.9% Better Than Code Maximum UA: 529 Your UA: 519 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Roof Deck Ceiling: Flat or Scissor Truss 1,197 49.0 0.0 0.026 31 North Wall: Wood Frame, 16in. o.c. 1,036 20.0 0.0 0.059 53 Orientation: Left side Window: Vinyl Frame, 2 Pane w/ Low -E 134 0.300 40 Orientation: Left side East Wall: Wood Frame, 16in. o.c. 886 20.0 0.0 0.059 37 Orientation: Back Window: Vinyl Frame, 2 Pane w/ Low -E 59 0.300 18 Orientation: Back Door: Glass 192 0.300 58 Orientation: Back South Wall: Wood Frame, 16in. o.c. 1,032 20.0 0.0 0.059 56 Orientation: Right side Window: Vinyl Frame, 2 Pane w/ Low -E 86 0.300 26 Orientation: Right side West Wall: Wood Frame, 16in. o.c. 932 20.0 9 44 Orientation: Front Window: Vinyl Frame, 2 Pane w/ Low -E 118 d'300 35 Orientation: Front haat R0 Door: Glass 72 22 gv� lblz Orientation: Front O Project Title: 3336 Chase Street QpNtdat ?. 6/28/17 Data filename: Page 1 of 10 Floor: All -Wood joist/Truss Over Uncond. Space 1,197 30.0 0.0 0.033 40 Crawl: Solid Concrete or Masonry 1,197 0.0 13.0 0.063 59 Wall height: 3.3' Depth below grade: 2.7' Insulation depth: 3.3' Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Signature Date City of Wheat Ridge Project Title: 3336 Chase Street Report /17 Data filename: Page 2 of10 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # & Req.ID Pre-Inspection/Plan Review -------- -----_ Plans Verified Value Field Verified Value Complies? Comments/Assumptions - --- 103.1, Construction drawings and ❑Complies Requirement will be met. 1103.2 documentation demonstrate []Does Not JPR111 energy code compliance for the []Not Observable V building envelope. Thermal ❑Not Applicable envelope represented on construction documents. As 1031— Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not ;403.7 energy code compliance for []Not Observable [PR3]1 lighting and mechanical systems. ❑Not Applicable Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is _ Heating:— Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: City of Wheat Ridge 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) L�u11U IPi I / C7 � �` Project Title: 3336 Chase Street Report "U 1`7 Data filename: of 10 Section f` ' i Foundation Inspection plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID I 402.2.11 Unvented crawl space wall R- R- ❑Complies _ See the Envelope Assemblies [FO7]1 insulation R -value. R- R- ❑Does Not table for values. ❑Not Observable ❑Not Applicable 303.2 Unvented crawl space wall ❑Complies ^ Requirement will be met. [FO8]1 insulation installed per ❑Does Not # manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.11 Unvented crawl space continuous A ❑Complies Requirement will be met. [FO9]1 vapor retarder installed over ❑Does Not exposed earth, joints overlapped ❑Not Observable - by 6 in. and sealed, extending at ❑Not Applicable least 6 in. up and attached to the wall. _ _ 402.2.11 Unvented crawl space wall in. in. ❑Complies See the Envelope Assemblies [FO10]1 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed! T ❑Complies Exception: Requirement is [1701 1]2 to protect exposed exterior ❑Does Not not applicable. insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.9 Snow- and ice -melting system ❑Complies Exception: Requirement is [FO12]2 controls installed. ❑Does Not not applicable. ❑Not Observable _____. ��_ __�_ ____ _ ®� �a ❑Not Applicable ----- — — Additional Comments/Assumptions: City of Wheat Ridge 1 j High Impact (Tier 1) i 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) 11 '@r'u rr�� � D. Project Title: 3336 Chase Street Repo aft. �q��. 17 Data filename: e� 0f10 Section # Framing /Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Re .ID _ 402.1.1, Glazing U -factor (area -weighted U- U- ❑Complies _ See the Envelope Assemblies 402.3.1, G, average). []Does Not table for values. ❑Not Observable 402.3.6, 402.5 ❑Not A licable PP [FR2]1 303.1.3 U -factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's []Does Not V, instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting []Does Not AAMA /WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC ❑Not Applicable 400 that do not exceed code limits. _ 402.4.5 IC -rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and ❑Not Applicable return ducts in other portions of the building insulated >= R-6 for diameter >= 3 inches and R-4.2 for < 3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies _ Requirement will be met. [FR1513 ducts or plenums. ❑Does Not ❑Not Observable []Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 °F or chilled fluids []Does Not below 55 °F are insulated to >_R ❑ Not Observable 3 ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not V ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 >R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: City of ct (Tier 1) �2 T_____T3 Medium Impact (Tier 2)�Low Impact (Tier 3) heat Ridge Project Title: 3336 Chase Street Rep LdJter Di@60 '/17 Data filename: __ Paw,5 of10 City of High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) 1 Wheat Ridge Project Title: 3336 Chase Street Re FIGUId1aWiviQ 8/17 Data filename: Pao�6 of 10 sectiop # Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Re .ID 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R -values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R -value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor ❑Not Applicable framing cavity insulation is in contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1 Wall insulation R -value. If this is a R- —R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall mass EJ Mass ❑Not Observable [IN3]1 exterior, the exterior insulation E] Steel E] Steel ❑Not Applicable requirement applies (FR10). 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN411 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: City of Wheat Ridge 111 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) k Project Title: 3336 Chase Street Repo ate: 016V28-/17 Data filename: ae 7 of 10 Igct�on # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions s 402.1.1, Ceiling insulation R -value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, 6 ❑ Steel Steel ❑Not Observable FI1] Fill [Fill' i ❑Not Applicable 1303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every ❑Not Observable 300 ft2. Y �s ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 Attic access hatch and door R- R- r ❑Complies Requirement will be met. [F13]1 insulation >:R -value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of <=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough -in ❑Not Applicable tests, verification may need to occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies ' Requirement will be met. [F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough -in test: Total ❑Not Observable leakage measured with a ❑Not Applicable pressure differential of 0.1 inch w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [F124]1 by manufacturer at <=2% of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1` Programmable thermostats ❑Complies Requirement will be met. [Flg]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to ❑Not Applicable code specifications. 403.1.2 Heat pump thermostat installed a ❑Complies Exception: Requirement is [FI 10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [FI 11]2 systems have automatic or ❑Does Not M `' accessible manual controls. ❑Not Observable City of ❑Not Applicable High Impact (Tier 1) Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) eat Ridge Project Title: 3336 Chase Street Report date: 06/28/17 Data filename: -Page 8 of 10 ++ Section # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? LComments/Assumptions 6, Re .I D _ 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [F125 ]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Exception: Requirement is [FI26]2 through one- or two -pipe heating ❑Does Not not applicable. systems have outdoor setback ❑Not Observable control to lower boiler water ❑Not Applicable temperature based on outdoor temperature. 403.5.1.1 Heated water circulation systems ❑Complies _ Requirement will be met. [FI28]2 have a circulation pump. The ❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply [3Not Applicable pipe. Gravity and thermos- syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set -point temperature and „_-no demand for hot water exists. 1403.5.1.2 Electric heat trace systems ❑Complies Exception: Requirement is JFI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically ❑Not Observable adjust the energy input to the ❑Not Applicable heat tracing to maintain the desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies Exception: Requirement is [F130]2 have recirculation pumps that ❑Does Not not applicable. pump water from a heated water ❑Not Observable supply pipe back to the heated ❑Not Applicable water source through a cold water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 104°F. _ 403.5.4 Drain water heat recovery units ❑Complies) — Exception: Requirement is [F131]2 tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water -side ❑Not Observable pressure loss of drain water heat ❑Not Applicable recovery units < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. _ 404.1 75% of lamps in permanent ❑Complies Requirement will be met. [F16]1 fixtures or 75% of permanent ❑Does Not fixtures have high efficacy lamps. ❑Not Observable Does not apply to low -voltage ❑Not Applicable lighting. 404.1.1 Fuel gas lighting systems have ❑Complies Exception: Requirement is [FI23]3 no continuous pilot light. []Does Not not applicable. ❑Not Observable ❑Not Applicable Citv of Impact (Tier 1) 1 2 I Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) 1VVyheat Ridge Project Title: 3336 Chase Street Repout,;date , 06/2'8/17 Data filename: Page 9 of10 u Spctioln # &r Recl.ID Final Inspection Provisions �. Plans Verified Value Field Verified Value I Complies? Comments/Assumptions 401.3 Compliance certificate posted. �._ ❑Complies Requirement will be met. [F17j2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 {High Impact (Tier 1) Project Title: 3336 Chase Street Data filename: City of Medium Impact (Tier 2) 3 Low Impact (Tier 3) Wheat Ridge Rep"dapg:D' " /17 z 0 of10 LTJ 2015 I ECC Energy Efficiency Certificate Above -Grade Wall 20.00 Below -Grade Wall 13.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.30 Door 0.30 Heating System: Cooling System: Water Heater: Name: Date• Comments City of Wheat Ridge N w#Vt**M.«>e.^ "°"g^"` Component Constructions AH2 Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Job: Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 19.0 Project• • 1463 1.26 For: Residential New Construction, Mann Builders 0.068 19.0 4.54 3336 Chase St., Wheat Ridge, CO 80212 1.26 318 s 314 Email: mannbuilders@aol.com 19.0 4.54 1422 Design Conditions 394 w 260 Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 0.065 21.0 Dailyrange (°F) - 27 ( H ) Method Simplified 161 Wet bulb (°F) - 60 Construction quality Semi -tight 4.34 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) w 115 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft= Btuh/ft=-°F ft2-°F/Btuh Btuh/ft2 Btuh Btuh/ftp Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) n 323 0.068 19.0 4.54 1463 1.26 406 e 253 0.068 19.0 4.54 1147 1.26 318 s 314 0.068 19.0 4.54 1422 1.26 394 w 260 0.068 19.0 4.G-1 1178 1.26 327 all 1149 0.068 19.0 4.54 5210 1.26 1445 n 270 0.065 21.0 4.34 1171 1.07 288 e 151 0.065 21.0 4.34 655 1.07 161 s 270 0.065 21.0 4.34 1171 1.07 288 w 115 0.065 21.0 4.34 497 1.07 122 all 806 0.065 21.0 4.34 3493 1.07 859 Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 e ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht s all U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5 ft window ht, 1 ft sep.); 7 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht 10D -v: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 12 0.320 0 21.3 248 9.93 115 47 0.320 0 21.3 992 28.5 1324 47 0.320 0 21.3 992 11.9 553 105 0.320 0 21.3 2233 19.0 1992 26 0.320 0 21.3 551 9.93 257 26 0.320 0 21.3 562 28.6 753 48 0.490 0 32.7 1569 22.3 1072 Cly of Bold/italic values have been manually overridden . _ + wrightsoft' Rig ht -Su ite@ U niv ersal 2017 17.0.23 RSU18166 AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 3 3 U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2.6 ft window ht, 1 ft sep.); 7 ft head ht w all U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.9 ft window ht, 1 ft sep.); 7 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" gypsum board int fnsh 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8" gypsum board int fnsh 1613-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int fnsh Floors (none) 7 0.320 0 21.3 143 27.8 187 7 0.320 0 21.3 143 27.8 187 13 0.320 0 21.3 287 27.8 373 38 0.320 0 21.3 811 28.5 1084 40 0.320 0 21.3 844 28.6 1130 80 0.020 50.0 1.33 107 1.02 82 56 0.020 50.0 1.33 75 1.02 57 1053 0.020 50.0 1.33 1405 1.02 1076 Bolditalic values have been manually overridden 2017 -Jul -28 15:12:13 wrightSOft Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page ^��^ C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W KART. "a.�,bftkaf0"i•""` Component Constructions AH 1 Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Job: Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 19.0 Project• • 1399 1.26 For: Residential New Construction, Mann Builders 0.068 19.0 4.54 3336 Chase St., Wheat Ridge, CO 80212 1.26 143 s 336 Email: mannbuilders@aol.com 19.0 4.54 1522 Design Conditions 422 w 226 Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 0.061 10.0 Dailyrange (°F) - 27 ( H ) Method Simplified 35 Wet bulb (°F) - 60 Construction quality Semi -tight 4.56 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) w 102 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/ftp-°F ft2-°F/Btuh Btuh/ftp Btuh Btuh/ftp Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 15B-10s3c-2: Bg wall, light dry soil, concrete wall, r-10 ins, 10" thk Partitions (none) in 309 0.068 19.0 4.54 1399 1.26 388 e 114 0.068 19.0 4.54 517 1.26 143 s 336 0.068 19.0 4.54 1522 1.26 422 w 226 0.068 19.0 4.54 1027 1.26 285 all 985 0.068 19.0 4.54 4466 1.26 1239 n 123 0.061 10.0 4.56 561 0.35 43 e 102 0.061 10.0 4.56 465 0.35 35 s 123 0.061 10.0 4.56 561 0.35 43 w 102 0.061 10.0 4.56 465 0.35 35 all 450 0.061 10.0 4.56 2051 0.35 156 Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (3.1 ft window ht, 1 ft sep.); 8 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5 ft window ht, 1 ft sep.); 8 ft head ht w all U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 s ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht w all 4A4-2ovd: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" e gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 8 0.320 0 21.3 171 9.93 80 13 0.320 0 21.3 276 9.93 128 39 0.320 0 21.3 827 28.6 1107 52 0.320 0 21.3 1103 23.9 1235 40 0.320 0 21.3 844 9.93 393 13 0.320 0 21.3 281 12.3 162 10 0.320 0 21.3 218 28.6 292 63 0.320 0 21.3 1343 13.5 846 168 0.470 0 31.3 5267 37.5 6305 Bold/italic values have been manually overridden c + wrightSOft' Right-Su ite® U niv ersal 2017 17.0.23 RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of , Wheat Rid e 3 5 U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 20 0.320 0 21.3 430 9.93 200 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2.6 ft window ht, 1 ft sep.); 8 ft head ht w 7 0.320 0 21.3 143 27.8 187 all 27 0.320 0 21.3 573 14.4 387 Doors 11 D0: Door, wd sc type a 24 0.390 0 26.0 624 10.8 258 w 24 0.390 0 26.0 624 10.8 258 all 48 0.390 0 26.0 1249 10.8 517 Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 34 0.020 50.0 1.33 45 1.02 35 gypsum board int fnsh Floors 21A -20t: Bg floor, light dry soil, 2' depth 1223 0.027 0 1.80 2203 0 0 Bold/italic values have been manually overridden 2017 -Jul -28 15:12:13 wrightsoft, Right -Suite@ U niversal 2017 17.0.23 RSU18166 Page 6 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W Hart*m$*rah.n�fV"n LLC Component Constructions Job: Date: Jul 26, 2017 FOYER By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com iLroject intormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Design Conditions U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuh/ftp-°F Indoor temperature (°F) 70 75 Elevation: 5285 ft Btuh Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 1.26 74 Dailyrange (°F) - 27 ( H ) Method Simplified 19.0 Wetbulb(°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) 4.54 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/ftp-°F W-°F/Btuh BION Btuh Btuh/ft' Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s 59 0.068 19.0 4.54 267 1.26 74 fnsh, 2"x6" wood frm, 16" o.c. stud w 39 0.068 19.0 4.54 177 1.26 49 all 98 0.068 19.0 4.54 444 1.26 123 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 13 0.320 0 21.3 281 12.3 162 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht Doors 11 DO: Door, wd sc type w 24 0.390 0 26.0 624 10.8 258 Ceilings (none) Floors (none) Bold/italic values have been manually overridden �+a + wrlghtsatt Right -Suite@ U niversal 2017 17.0.23 RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of Wheat Ridge 13 e7 wffocwWN*Ouff. D"n►u Component Constructions Indoor: 70 Date: Jul 26, 2017 STAIR By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com EmilLoect intormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Location: Denver Stapleton Int'I AP, CO, US Elevation: 5285 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Daily range (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Heating Indoor: 70 Indoor temperature (°F) 67 Design TD (°F) 40 Relative humidity (%) Cooling Moisture difference (gr/Ib) 95 Infiltration: 27 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 67 20 40 50 46.8 -39.8 Simplified Semi -tight 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 0.320 0 ft2 Btuh/W-T ft2-°F/Btuh Btuh/W Btuh BUMP Btuh Walls 21.3 143 27.8 187 13 0.320 0 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s 110 0.068 19.0 4.54 500 1.26 139 fnsh, 2"x6" wood frm, 16" o.c. stud w 52 0.068 19.0 4.54 238 1.26 66 all 163 0.068 19.0 4.54 738 1.26 205 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1 .5 ft overhang (5 ft window ht, 1 ft sep.); 8 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2.6 ft window ht, 1 ft sep.); 8 ft head ht w all Doors (none) Ceilings (none) Floors (none) 13 0.320 0 21.3 276 28.6 369 7 0.320 0 21.3 143 9.93 67 7 0.320 0 21.3 143 27.8 187 13 0.320 0 21.3 287 18.9 253 Bold/italic values have been manually overridden 2017 -Jul -28 15:12:13 wrightsofi* Right -Suite@ U niv ersal 2017 17.0.23 RSU18166 Page 8 AMK C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MA Building Front faces: W MSH,.""*C^•°tw'°"i"I." Component Constructions Job: Date: Jul 26, 2017 STUDY By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Location: Denver Stapleton Int'I AP, CO, US Elevation: 5285 ft Latitude: 40°N Outdoor: Heating Dry bulb (OF) 3 Dailyrange (°F) - Wetbulb (°F) - Wind speed (mph) 15.0 Heating Indoor: 70 Indoor temperature (°F) 67 Design TD (°F) 40 Relative humidity (%) Cooling Moisture difference (gr/Ib) 95 Infiltration: 27 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 67 20 40 50 46.8 -39.8 Simplified Semi -tight 1(Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 21.3 551 ft2 Btuh/ft2-°F ft2-°F/Btuh BtuhN Btuh Btuh/W Btuh Walls 866 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 77 0.068 19.0 4.54 350 1.26 97 fnsh, 2"x6" wood frm, 16" o.c. stud w 109 0.068 19.0 4.54 495 1.26 137 all 186 0.068 19.0 4.54 845 1.26 234 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl firm mat, clr low -e innr, 1/2" n gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5 ft window ht, 1 ft sep.); 8 ft head ht w all Doors (none) Ceilings (none) Floors (none) 13 0.320 0 21.3 276 9.93 128 26 0.320 0 21.3 551 28.6 738 39 0.320 0 21.3 827 22.4 866 Bold/italic values have been manually overridden nr wrightsoft' Right -Suite@ Universal 2017 17.0.23 RSU18166 ✓� C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City Of Wheat Ri Ng2, 1g L_3'Vso,Page 9 16woe"EI°"°`°p'9°" Component Constructions PANTRY Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Job: Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 27 ( H ) Method Simplified Wet bu Ib (° F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft2-°F ft'-°F/Btuh Btuh/W Btuh Btuh/ft' Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 63 0.068 fnsh, 2"x6" wood frm, 16" o.c. stud w 26 0.068 all 89 0.068 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl firm mat, clr low -e innr, 1/2" w 10 0.320 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 19.0 4.54 286 1.26 79 19.0 4.54 117 1.26 32 19.0 4.54 403 1.26 112 0 21.3 218 28.6 292 2017 -Jul -28 15:12:13 41Z. wrightsof't- Right -Suite@ Universal 2017 17.0.23 RSU18166 Pae 10 ^'55+ C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MA Building Front faces: W wme.utrr"fthni"l0&*ignUx Component Constructions Job: Conditions KITCHEN Date: By: Jul 26, 2017 David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com .1-ject intormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-°F ftp-°F/Btuh Btuh/W Btuh Btuh/112 Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int a 90 0.068 19.0 4.54 408 1.26 113 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 10 0.020 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 7 + wrightSO t' Rig ht -Su ite®Universal201717.0.23 RSU18166 ,A(�(,'A C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 50.0 1.33 13 1.02 in 5:12:13 Page 13 Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-°F ftp-°F/Btuh Btuh/W Btuh Btuh/112 Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int a 90 0.068 19.0 4.54 408 1.26 113 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 10 0.020 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 7 + wrightSO t' Rig ht -Su ite®Universal201717.0.23 RSU18166 ,A(�(,'A C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 50.0 1.33 13 1.02 in 5:12:13 Page 13 WWW°LLC Component Constructions M Job: Date: Jul 26, 2017 LIVING By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-T W-°FBtuh Btuhflt' Btuh BtuhM2 Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s 167 0.068 19.0 4.54 755 1.26 210 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 4A4-2ovd: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" a 168 0.470 0 31.3 5267 37.5 6305 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (8 ft window ht, 1 It sep.); 6.67 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" s 13 0.320 0 21.3 287 9.93 133 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2.6 ft window ht, 1 ft sep.); 8 ft head ht Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 18 0.020 50.0 1.33 24 1.02 18 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 2017 -Jul -28 15:12:13 w+rightSOft' Right-Su ite@ U niversal2017 17.0.23 RSU18166 Page 14 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W "Anks °16 D&*i9ft LLC Component Constructions Job: Date: Jul 26, 2017 CRAWL By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com 11IRgLelLiect intormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°FBtuh Btuh/ftp Btu Btuh/ft' Btuh Walls 1513-10s3c-2: Bg wall, light dry soil, concrete wall, r-10 ins, 10" thk Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -20t: Bg floor, light dry soil, 2' depth n 123 Design Conditions 4.56 561 Location: 43 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 465 Indoor temperature (°F) 70 75 Elevation: 5285 ft 10.0 Design TD (°F) 67 20 Latitude: 40°N w 102 Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 0.35 156 Dailyrange (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°FBtuh Btuh/ftp Btu Btuh/ft' Btuh Walls 1513-10s3c-2: Bg wall, light dry soil, concrete wall, r-10 ins, 10" thk Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -20t: Bg floor, light dry soil, 2' depth n 123 0.061 10.0 4.56 561 0.35 43 e 102 0.061 10.0 4.56 465 0.35 35 s 123 0.061 10.0 4.56 561 0.35 43 w 102 0.061 10.0 4.56 465 0.35 35 all 450 0.061 10.0 4.56 2051 0.35 156 1223 0.027 0 1.80 2203 0 0 Bold/italic values have been manually overridden wrlghtsoft' Right -Suite® Universal 2017 17.0.23 RSU18166 AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MA Building Front faces: W City of 1Nheat Ridge 3 15 •�^uxJob: Component Constructions p Date: Jul 26, 2017 STAIR2 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com •InTormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Design Conditions U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuh/W-T Indoor temperature (°F) 70 75 Elevation: 5285 ft Btuh Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 1.26 133 Daily range (°F) - 27 ( H ) Method Simplified 19.0 Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) 4.54 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/W-T ft2-°F/Btuh Btuh/t2 Btuh Btuh/W Btuh Walls 12E-Osw: Firm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s 105 0.068 19.0 4.54 478 1.26 133 fnsh, 2"x6" wood frm, 16" o.c. stud w 59 0.068 19.0 4.54 267 1.26 74 all 164 0.068 19.0 4.54 745 1.26 207 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 12 0.320 0 21.3 248 11.9 138 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w 13 0.320 0 21.3 281 28.6 377 gap, 1/4" thk; 50% blinds 450, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 64 0.020 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 50.0 1.33 85 1.02 65 2017 -Jul -28 15:12:13 wrightsoft• Right -Suite@ U niv ersal 2017 17.0.23 RSU18166 Pae 16 AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W Mcift ""Nechan°"Design ."` Component Constructions Job: Date: Jul 26, 2017 MASTER By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com SEELifiLeject intormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Design Conditions U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuh/W-T Indoor temperature (°F) 70 75 Elevation: 5285 ft Walls Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: w 109 Dailyrange (°F) - 27 ( H ) Method Simplified 137 Wetbulb(°F) - 60 Construction quality Semi -tight 19.0 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-T W-°F/Btuh Btuh/t2 Btuh Btuh/W Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 91 0.068 19.0 4.54 413 1.26 115 fnsh, 2"x6" wood frm, 16" o.c. stud w 109 0.068 19.0 4.54 493 1.26 137 all 200 0.068 19.0 4.54 906 1.26 251 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 26 0.320 0 21.3 551 9.93 257 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5 ft window ht, 1 ft sep.); 7 ft head ht U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w 26 0.320 0 21.3 562 28.6 753 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 It sep.); 7 ft head ht Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 156 0.020 50.0 1.33 208 1.02 159 fnsh Floors (none) Bold/italic values have been manually overridden wrightSOft' Rig ht -Su ite®Universal201717.0.23RSU18166 AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of Wheat Ridge 17 Ka#0cW"' `*JD"nW-C Component Constructions Job: M Date: Jul 26, 2017 MBATH By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Location: Denver Stapleton Int'I AP, CO, US Elevation: 5285 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 3 Dailyrange (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W BtuhN-°F ft2-°F/Btuh Btuh/ft2 Btuh Btuh/ft2 Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 51 0.068 19.0 4.54 233 1.26 65 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 12 0.320 0 21.3 248 9.93 115 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 20 0.020 50.0 1.33 27 1.02 20 fnsh Floors (none) Bold/italic values have been manually overridden 2017 -Jul -28 15:12:13 •ti wlrightsoft' Right -Suite@ Universal 2017 17.0.23 RSU18166 Page 18 !� i+tisi.A C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MA Building Front faces: W Indoor: Heating Cooling Indoor temperature (°F) 70 75 Design TD (°F) 67 20 Relative humidity (%) 40 50 Cooling Moisture difference (gr/Ib) 46.8 -39.8 95 Infiltration: 27 ( H ) Method Simplified 60 Construction quality Semi -tight 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W BtuhN-°F ft2-°F/Btuh Btuh/ft2 Btuh Btuh/ft2 Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 51 0.068 19.0 4.54 233 1.26 65 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 12 0.320 0 21.3 248 9.93 115 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 20 0.020 50.0 1.33 27 1.02 20 fnsh Floors (none) Bold/italic values have been manually overridden 2017 -Jul -28 15:12:13 •ti wlrightsoft' Right -Suite@ Universal 2017 17.0.23 RSU18166 Page 18 !� i+tisi.A C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MA Building Front faces: W Component Constructions Job: Date: Jul 26, 2017 MCLOSET By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Weject intormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Design Conditions U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuh/ft2-°F Indoor temperature (°F) 70 75 Elevation: 5285 ft Btuh Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 1.26 102 Dailyrange (°F) - 27 ( H ) Method Simplified 19.0 Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) 4.54 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F ft2-°F/Btuh Btuh/ft2 Btuh Btuh/ft2 Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 81 0.068 19.0 4.54 367 1.26 102 fnsh, 2"x6" wood frm, 16" o.c. stud w 29 0.068 19.0 4.54 133 1.26 37 all 110 0.068 19.0 4.54 500 1.26 139 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w 7 0.320 0 21.3 143 27.8 187 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2.6 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 48 0.020 50.0 1.33 64 1.02 49 fnsh Floors (none) Bold/italic values have been manually overridden ^�; + wrightSO t' Right -Suite® Universal 2017 17.0.23 RSU18166 ZCA C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 19 1H.o wkrr@unical06e4nLlc Component Constructions M ST Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Job: Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btu"/ -°F ft'-°FBtuh BtuhfiV Btuh Btuh/W Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 2017 -Jul -28 15:12:13 wriightSOft' Right-Suite®Universal201717.0.23 RSU18166 Page 20 AMK C:\Users\Diana\Desktop\3336 Chase St.rup Calc = VIA Building Front faces: W r ,"Is*1.1h.n+u.'w,:gn LLC Component Constructions Job: Date: Jul 26, 2017 BATH2 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com gg�iject inTormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Or Design Conditions Insul R Htg HTM Location: Gain Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuh/ft2 Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int a Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Windows Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft� Btuh/W-°F W-°F/Btuh Btuh/ft2 Btuh Btuh/W Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int a 38 0.068 19.0 4.54 174 1.26 48 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e 7 0.320 0 21.3 143 27.8 187 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (2.6 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden .-� + wrightSOft Right -Suite® Universal 2017 17.0.23 RSU18166 -AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of Wheat Ridge w.&.at.M. ft.ftktlD.;nUC Component Constructions Job: F' Date: Jul 26, 2017 LAUNDRY By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com xwect inTormation For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Or Conditions U -value Insul R Htg HTM Design Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Btuh/ft' Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 0.068 19.0 Daily range (°F) - 27 ( H ) Method Simplified all Wet bulb (°F) - 60 Construction quality Semi -tight 560 1.26 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuhfif-°F ftp-°F/Btuh Btuh/ft' Btuh BtuhN Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s 60 0.068 19.0 4.54 274 1.26 76 fnsh, 2"x6" wood frm, 16" o.c. stud w 63 0.068 19.0 4.54 286 1.26 79 all 123 0.068 19.0 4.54 560 1.26 155 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 12 0.320 0 21.3 gap, 1/4" thk; 50% blinds 450, medium; 50% outdoor insect screen; 1.5 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8" 56 0.020 50.0 1.33 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden P�f:�ii�i1KI] 75 1.02 57 2017 -Jul -28 15:12:13 wlrightSOft' Right -Suite@ Universal 2017 17.0.23 RSU1 8166 Page 22 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W "I"twisW*C°hhi 'fQ""LLe Component Constructions Job: Date: Jul 26, 2017 MECH By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ftp-°F ftp-°F/Btuh Btuh/ft= Btuh Btuh/ftp Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s 27 0.068 19.0 4.54 122 1.26 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 21 0.020 50.0 1.33 28 1.02 fnsh Floors (none) Bold/italic values have been manually overridden � + wrightsoft' Rig ht -Su ite® U niv ersal 2017 17.0.23 RSU18166 Z1+ C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of 2017Jul-28 15:1 34 21 23 Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wetbulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ftp-°F ftp-°F/Btuh Btuh/ft= Btuh Btuh/ftp Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s 27 0.068 19.0 4.54 122 1.26 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 21 0.020 50.0 1.33 28 1.02 fnsh Floors (none) Bold/italic values have been manually overridden � + wrightsoft' Rig ht -Su ite® U niv ersal 2017 17.0.23 RSU18166 Z1+ C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of 2017Jul-28 15:1 34 21 23 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W BtuhM2-°F ft2-°F/Btuh Btuh/W Btuh Btuh/W Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 54 0.020 fnsh Floors (none) Bold/italic values have been manually overridden 50.0 1.33 72 1.02 55 2017 -Jul -28 15:12:13 wrightSOW Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page 24 �* C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W Component Constructions Job: Date: Jul 26, 2017 S T2 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W BtuhM2-°F ft2-°F/Btuh Btuh/W Btuh Btuh/W Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 54 0.020 fnsh Floors (none) Bold/italic values have been manually overridden 50.0 1.33 72 1.02 55 2017 -Jul -28 15:12:13 wrightSOW Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page 24 �* C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W ww"Um..C,•�uo..i9n►LjC Component Constructions ROOM2 Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Job: Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 Area Project• • Insul R Htg HTM For: Residential New Construction, Mann Builders W 3336 Chase St., Wheat Ridge, CO 80212 ft2-°F/Bluh Btuh/W Btuh Btuh/112 Email: mannbuilders@aol.com Walls Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 0.068 19.0 Dailyrange (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/W-T ft2-°F/Bluh Btuh/W Btuh Btuh/112 Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 99 0.068 19.0 4.54 449 1.26 125 fnsh, 2"x6" wood frm, 16" o.c. stud a 148 0.068 19.0 4.54 670 1.26 186 all 247 0.068 19.0 4.54 1119 1.26 310 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e 23 0.320 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 66 0.020 fnsh Floors (none) Bold/italic values have been manually overridden Azz + wrightsof°t' Right -Suite@ U niversal 2017 17.0.23 RSU18166 AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 0 21.3 496 28.5 662 50.0 1.33 88 1.02 67 1 25 M,ft.vd.N ch ueWV"4n LLC Component Constructions F' HALL Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Job. Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W BtuhfiV-°F ft2-°F/Btuh Btuh/1t2 Btuh Btuh/tt2 Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 16 0.020 gypsum board int fnsh Floors (none) Bold/italic values have been manually overridden 50.0 1.33 21 1.02 16 2017 -Jul -28 15:12:13 wrightSOft' Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page 26 amu+ C:\Users\Diana\Desktop\3336 Chase St.rup Calc = VIA Building Front faces: W .,uo�K� �P&.gnLL` Component Constructions Job: Date: Jul 26, 2017 POWDER By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°F/Btuh BION Btuh Btuh/W Btul- Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int fnsh Floors (none) n 81 0.065 36 0.020 Bold/italic values have been manually overridden ,� I' wrlghtSOf�t� Right-Suite®Universal 2017 17.0.23 RSU 18166 A jK C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 21.0 4.34 351 1.07 50.0 1.33 48 1.02 City of Wheat Ridge 86 37 Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Dailyrange (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°F/Btuh BION Btuh Btuh/W Btul- Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 1613-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int fnsh Floors (none) n 81 0.065 36 0.020 Bold/italic values have been manually overridden ,� I' wrlghtSOf�t� Right-Suite®Universal 2017 17.0.23 RSU 18166 A jK C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 21.0 4.34 351 1.07 50.0 1.33 48 1.02 City of Wheat Ridge 86 37 "u°°•" N--h*nK.JD'•'9°".0 Component Constructions M FLEXSPACE Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc0020gmail.com Job: Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 Area Project• • Insul R Htg HTM For: Residential New Construction, Mann Builders W 3336 Chase St., Wheat Ridge, CO 80212 W-'F/Btuh Btuh/k' Btuh Email: mannbuilders@aol.com Btuh Walls Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design 1D (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 161 Daily range (°F) - 27 ( H ) Method Simplified 21.0 Wet bulb (°F) - 60 Construction quality Semi -tight 115 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) 0.065 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/k'-°F W-'F/Btuh Btuh/k' Btuh Btuh/t2 Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 63 0.065 21.0 4.34 273 1.07 67 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud a 151 0.065 21.0 4.34 655 1.07 161 S 108 0.065 21.0 4.34 468 1.07 115 all 322 0.065 21.0 4.34 1396 1.07 343 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" a 38 0.320 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.9 ft window ht, 1 ft sep.); 7 ft head ht Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 232 0.020 fnsh Floors (none) Bold/italic values have been manually overridden 0 21.3 811 28.5 1084 50.0 1.33 309 1.02 237 2017 -Jul -28 15:12:13 t wrightSOft' Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page 28 ^��^ C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W wrkaata■se►hniealpaa4ynLLC Component Constructions Date: Jul 26, 2017 SKYLOUNGE By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Construction descriptions Email: mannbuilders@aol.com Area Ll -value Insul R Htg HTM Loss CIg HTM Design Conditions W Btuh/ft2-°F ft'-°F/Btuh Btuh/ft2 Location: BION Btuh Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft n 126 Design TD (°F) 67 20 Latitude: 40°N 1.07 134 Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: 21.0 4.34 Dailyrange (°F) - 27 ( H ) Method Simplified 403 Wetbulb (°F) - 60 Construction quality Semi -tight 429 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area Ll -value Insul R Htg HTM Loss CIg HTM Gain W Btuh/ft2-°F ft'-°F/Btuh Btuh/ft2 Btuh BION Btuh Walls 12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 126 0.065 21.0 4.34 546 1.07 134 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud s 162 0.065 21.0 4.34 702 1.07 173 w 115 0.065 21.0 4.34 497 1.07 122 all 403 0.065 21.0 4.34 1746 1.07 429 Partitions (none) Windows J- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" w 26 0.320 0 21.3 562 28.6 753 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht 10D -v: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2" w 48 0.490 0 32.7 1569 22.3 1072 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 1613-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 308 0.020 50.0 1.33 411 1.02 315 fnsh Floors (none) Bold/italic values have been manually overridden .. wrightSOft• Rig ht -Su ite(D U niv ersal 2017 17.0.23 RSU18166 Z5k C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MA Building Front faces: W C,rl, of heat R�m9e Ai4'0lik37� 15' 2:13 ae 29 wNcmto ateh.n" 1"9n LK Component Constructions Component DINING Hardcastle Mechanical Design LLC 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Job: Date: Jul 26, 2017 By: David Hardcastle Plan: 17-029 Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 27 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/f?-°F ft'-'F/Btuh Btuh/ft2 Btuh Btuh/ft' Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 50 0.068 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 40 0.320 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht Doors (none) Ceilings (none) Floors (none) Bold/italic values have been manually overridden 19.0 4.54 229 1.26 63 0 21.3 844 9.93 393 2017 -Jul -28 15:12:13 wrightSOW Right-Suite@Universal201717.0.23 RSU18166 Page30 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W Component Constructions Job: Date: Jul 26, 2017 ROOM3 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com •LZ. • • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°F/Btuh Btuh/ft2 Btuh Btuh/fV Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int e 67 0.068 19.0 fnsh, 2"x6" wood frm, 16" o.c. stud s 121 0.068 19.0 all 188 0.068 19.0 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e 23 0.320 0 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht s 23 0.320 0 all 47 0.320 0 Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 112 0.020 50.0 fnsh Floors (none) Bold/italic values have been manually overridden + wrightsoft' Right -Suite@ Universal 2017 17.0.23 RSU18166 AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 4.54 303 1.26 84 4.54 548 1.26 152 4.54 850 1.26 236 21.3 496 28.5 662 21.3 Design Conditions 276 21.3 Location: 20.2 Indoor: Heating Cooling Denver Stapleton Int'I AP, CO, US 114 Indoor temperature (°F) 70 75 Elevation: 5285 ft Design TD (°F) 67 20 Latitude: 40°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 46.8 -39.8 Dry bulb (°F) 3 95 Infiltration: Daily range (°F) - 27 ( H ) Method Simplified Wetbulb(°F) - 60 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft2-°F W-°F/Btuh Btuh/ft2 Btuh Btuh/fV Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int e 67 0.068 19.0 fnsh, 2"x6" wood frm, 16" o.c. stud s 121 0.068 19.0 all 188 0.068 19.0 Partitions (none) Windows U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e 23 0.320 0 gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht s 23 0.320 0 all 47 0.320 0 Doors (none) Ceilings 16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 112 0.020 50.0 fnsh Floors (none) Bold/italic values have been manually overridden + wrightsoft' Right -Suite@ Universal 2017 17.0.23 RSU18166 AM C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 4.54 303 1.26 84 4.54 548 1.26 152 4.54 850 1.26 236 21.3 496 28.5 662 21.3 496 11.9 276 21.3 992 20.2 938 1.33 149 1.02 114 Citi W151 -1w of h�at'WrY ri/ Z15. 2:13 Z, a 31 ACCKs A! Cabbtq l�rtdtlCrb dhrwks Jefferson County Header Information Contractor: Hardcastle Mechanical Design LLC REQUIRED ATTACHMENTS Manual J1 Form (and supporting worksheets): Mechanical license: or MJ1AE Form* (and supporting worksheets): OEM performance data (heating, cooling, blower) Building plan #: 17-029 Manual D Friction Rate Worksheet: Duct distribution sketch: Home address (Street or Lot#, Block, Subdivision): 3336 Chase St., AH1 Design Conditions Winter Design Conditions Outdoor temperature: Indoor temperature: Total heat loss: Summer Design Conditions Outdoor temperature: Indoor temperature: Grains difference: Sensible heat gain: Latent heat gain: Total heat gain: Building ConstriaCtionAnfnTmation Building 3 of Orientation: Building Front faces West 70 of North, East, West, South, Northeast, Northwest, Southeast, Southwest 24460 Btuh Number of bedrooms: 0 Conditioned floor area: 2446 ft2 Number of occupants: 1 95 °F 75 °F -40 gr/Ib @ 50% RH 13953 Btuh 0 Btuh 13953 Btuh Heating -Equipment-Data E(ppmentlpe: Gas furnace u nace, H pump, Boiler, etc. Model: Carrier 59TP5A040E17--12 Heating output ca�acit : �50p0 Btuh Heat pumps - capac ry at Iter design o oor onditions Aux. heating output capacity: 0 Btuh Windows Eave overhang depth: Internal shade: Blinds, drapes, etc. Number of skylights: Cooling Equipment Data E(7uirent type: Air'Conditiorfer, Heat pump, etc. Model: Total cooling capacity: Sensible cooling capacity: Latent cooling capacity: Split AC Carrier 24ACB324ABN32 0 Btuh 0 Btuh 0 Btuh 1.5 ft blinds n Blower Data Form PIPER 1 15 Mar 09 ATTACHED Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Heating cfm: 552 Cooling cfm: 767 Static pressure: 0.60 in H2O Fan's rated external static pressure for design airflow HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 767 cfm Longest supply duct: 194 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 148 ft Trunk duct: Sheet metal Total device pressure losses: -0,3 in H2O Total effective length (TEL): 343 ft Available static pressure (ASP): 0,28 in H2O Friction rate: 0,2 in/100ft Branch duct: Round flex vinyl, Sheet metal Friction Rate =ASP : (TEL xTM Contractor's printed name: Contractor's signature: *Home qualifies for MJ1AE Form based on Abridged Edition Checklist + wrightsoft- Right-Su ite@ U niversal 2017 17.0.23 RSU18166 Date: CK s nrc«ur"VOI ra aa+.n , Jefferson County Header Information Contractor: Hardcastle Mechanical Design LLC REQUIRED ATTACHMENTS Manual J1 Form (and supporting worksheets): Mechanical license: or MJ1 AE Form' (and supporting worksheets): OEM performance data (heating, cooling, blower): Building plan #: 17-029 Manual D Friction Rate Worksheet: Duct distribution sketch: Home address (Street or Lot#, Block, Subdivision): 3336 Chase St., AH2 Form RPER 1 15 Mar 09 ATTACHED Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ HVAC LOAD CALCULATION (IRC M1401.3) DiaSlgn_ Conditions Bui�_Constr__uCtion Information Winter Design Conditions Building Outdoor temperature: 3 of Orientation: Building Front faces West Indoor temperature: 70 of North, East, West, South, Northeast, Northwest, Southeast, Southwest Total heat loss: 25435 Btuh Number of bedrooms: 0 Conditioned floor area: 1819 ft2 Summer Design Conditions Number of occupants: .4 Outdoor temperature: 95 °F Indoor temperature: 75 of Windows Roof Grains difference: -40 gr/Ib @ 50% RH Eave overhang depth: 1.5 ft Sensible heat gain: 14271 Btuh Internal shade: blinds Latent heat gain: 0 Btuh Blinds, drapes, etc. o P� Total heat gain: 14271 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECTION41 Heating Equipment Data C-olingE-quinment Data Blower Data Ec Iment type: Hea Boiler, Gas furnace ETlipcment type: Split AC Heating cfm: 861 u nate, pump, etc. it onditio er, Heat pump, etc. Cooling cfm: 580 Model: Carrier Model: Carrier Static pressure: 0.60 in H2O 59SP5A040E17 12 24ACB318ABN32 Fan's rated external static pressure for design Heating output capaci. Btuh �9000 Heat Total cooling capacity: airflow 0 Btuh pumps - capacity at nter design out or conditions Sensible cooling capacity: p Btuh Aux. heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT .1 Design airflow: 861 cfm Longest supply duct: 235 ft Duct Materials Used Equipment design ESP: 0.50 in H2O Longest return duct: 216 ft Trunk duct: Sheet metal Total device pressure losses: -0.1 in H2O Total effective length (TEL): 451 ft Available static pressure (ASP): 0.36 in H2O Friction rate: nRp in/100ft Branch duct: Sheet metal Friction R ate =ASP : (T EL xp.Ti Contractor's printed name: Contractor's signature: Date: *Home qualifies for MJ1AE Form based on Abridged Edition Checklist + wrightsoft} Right-Su ite®Universal 201717.0.23 RSU18166 (tuft" .0-r "maj uignuc Static Pressure and Friction Rate Job: Date: Jul 26, 2017 AH 1 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.082 OK 0.082 OK Return Ducts 0.082 OK 0.082 OK Supply 4G=80, 2K1=60, 121-1=10, 1 P=20: TotalEL=170 Return 6M=20, 6A6=75, 5A=40: Total EL=135 2017 -Jul -28 15:12:14 �CC� WlrightSOft' Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page A517 1 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W Heating Cooling (in H2O) (in H2O) External static pressure 0.60 0.60 Pressure losses Coil 0.18 0.1E Heat exchanger 0 C Supply diffusers 0.03 0.01 Return grilles 0.03 0.01 Filter 0.08 0.0E Humidifier 0 C Balancing damper 0 C Other device 0 C Available static pressure 0.28 0.28 Total• Supply Return (ft) (ft) Measured length of run -out 12 4 Measured length of trunk 12 9 Equivalent length of fittings 170 135 Total length 194 148 Total effective length 343 Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.082 OK 0.082 OK Return Ducts 0.082 OK 0.082 OK Supply 4G=80, 2K1=60, 121-1=10, 1 P=20: TotalEL=170 Return 6M=20, 6A6=75, 5A=40: Total EL=135 2017 -Jul -28 15:12:14 �CC� WlrightSOft' Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page A517 1 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W ""fuer " mea"""e1vom "".c Static Pressure and Friction Rate Job: Date: Jul 26, 2017 AH2 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com Available Static Pressure Supply Ducts Return Ducts Friction Rate Heating (in/100ft) 0.080 OK 0.080 OK Cooling (in/100ft) 0.062 OK 0.062 OK Fitting Equivalent Length Details Supply 4G=80, 8AF=15, 2K0=50, 121_1=10, 9L=20, 1 P=20: TotalEL=195 Return 6M=201 6A6=75, 12D1=20, 10B=10, 6AB=25, 5A=40: TotalEL=190 r wrlghtSOft" Rig ht -Su ite®Universal201717.0.23RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.60 Pressure losses Coil 0 0.1E Heat exchanger 0 C Supply diffusers 0.03 0.0: Return grilles 0.03 0.0: Filter 0.08 0.0E Humidifier 0 C Balancing damper 0 C Other device 0 C Available static pressure 0.36 0.28 Total• Supply Return (ft) (ft) Measured length of run -out 12 6 Measured length of trunk 28 20 Equivalent length of fittings 195 190 Total length 235 216 Total effective length 451 Supply Ducts Return Ducts Friction Rate Heating (in/100ft) 0.080 OK 0.080 OK Cooling (in/100ft) 0.062 OK 0.062 OK Fitting Equivalent Length Details Supply 4G=80, 8AF=15, 2K0=50, 121_1=10, 9L=20, 1 P=20: TotalEL=195 Return 6M=201 6A6=75, 12D1=20, 10B=10, 6AB=25, 5A=40: TotalEL=190 r wrlghtSOft" Rig ht -Su ite®Universal201717.0.23RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W HWesse"N�"`mc•i°"`9°LLC Duct System Summa Job: Y Date: Jul 26, 2017 AH 1 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com Project• • For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.60 in H2O 0.32 in H2O 0.28 in H2O 0.159 / 0.121 in H2O 0.082 in/100ft 552 cfm 343 ft Cooling 0.60 in H2O 0.32 in H2O 0.28 in H2O 0.159 / 0.121 in H2O 0.082 in/100ft 767 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk CRAWL h 2295 58 5 0.086 4.0 Ox 0 VIFx 15.0 170.0 st2 CRAWL -A h 2295 58 5 0.092 4.0 Ox 0 VIFx 12.5 160.0 st1 DINING h 1387 35 27 0.088 4.0 Ox 0 VIFx 16.3 165.0 st1 FOYER h 1727 44 33 0.085 4.0 Ox 0 VIFx 17.0 170.0 st1 KITCHEN c 1539 26 90 0.082 5.0 Ox 0 VIFx 24.2 170.0 st2A LIVING c 1548 42 90 0.088 5.0 Oxo VIFx 19.4 160.0 st2A LIVING -A c 1548 42 90 0.082 5.0 Oxo VIFx 18.0 175.0 st2 LIVING -B c 1548 42 90 0.090 5.0 Ox 0 VIFx 26.8 150.0 st2 LIVING -C c 1548 42 90 0 0 Ox 0 VIFx 0 0 LIVING -D c 1548 42 90 0.099 5.0 Ox 0 VIFx 10.7 150.0 st1 MUD h 1377 35 21 0.087 4.0 Oxo VIFx 22.9 160.0 st2 PWDR h 838 21 19 0.086 4.0 Oxo VIFx 19.2 165.0 st2 STUDY c 1006 33 59 0.106 4.0 Ox 0 ShMt 20.1 130.0 st1 A STUDY -A c 1006 33 59 0.082 4.0 Ox 0 VIFx 23.7 170.0 st1 A Bold/italic values have been manually overridden .� + wrights0ft' Right -Suite@ Universal 2017 17.0.23 RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 2017 -Jul -28 15:12:14 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 265 405 0.082 728 10.2 8 x 10 ShtMetl st1 Peak AVF 245 272 0.082 817 8.8 8 x 6 ShtMetl st1A Peak AVF 66 117 0.082 859 5.0 0 x 0 ShtMetl sti st2A Peak AVF 68 180 0.082 915 6.0 0 x 0 ShtMetl st2 Bold/italic values have been manually overridden .� + wrights0ft' Right -Suite@ Universal 2017 17.0.23 RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 2017 -Jul -28 15:12:14 Page 1 Return Branch Detail Table Name Grille Size (in) Htg (cfm) Clg (Cf M) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb3 24x 15 552 767 148.5 0.082 549 16.0 Ox 0 VIFx rt1 Name Trunk Type Htg (Cf m) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt1 Peak AVF 552 767 0.082 690 13.0 16 x 10 ShtMetl wrightsoft' Rig ht -Su ite® U niv ersal 2017 17.0.23 RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W Hudt"M SA"C Duct System Summa Job: y Date: Jul 26, 2017 AH2 By: David Hardcastle Hardcastle Mechanical Design LLC Plan: 17-029 446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com For: Residential New Construction, Mann Builders 3336 Chase St., Wheat Ridge, CO 80212 Email: mannbuilders@aol.com External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.14 in H2O 0.36 in H2O 0.188 / 0.172 in H2O 0.080 in/100ft 861 cfm 451 ft Cooling 0.60 in H2O 0.32 in H2O 0.28 in H2O 0.146 / 0.134 in H2O 0.062 in/100ft 580 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH2 h 420 16 11 0.095 4.0 Ox 0 ShMt 17.0 180.0 st7 FLEXSPACE h 895 65 39 0 0 Ox 0 ShMt 0 0 396 FLEXSPACE-A h 895 65 39 0 0 Ox 0 ShMt 0 0 144 LAUNDRY h 1292 50 17 0.089 4.0 Ox 0 ShMt 25.0 185.0 st8 MASTER h 1222 54 53 0.062 4.0 Ox 0 ShMt 40.0 195.0 st8A MASTER -A h 1222 54 53 0.063 4.0 Ox 0 ShMt 42.0 190.0 st8A MBATH h 652 25 8 0.089 4.0 Ox 0 ShMt 30.0 180.0 st8 MCLOSET h 970 38 20 0.082 4.0 Ox 0 ShMt 30.0 200.0 st8 POWDER h 129 23 6 0 0 Ox 0 ShMt 0 0 ROOM2 h 2310 90 76 0.085 5.0 Ox 0 ShMt 36.0 185.0 st7 ROOM3 h 1313 51 39 0.089 4.0 Ox 0 ShMt 26.0 185.0 st7 ROOM3-A h 1313 51 39 0.092 4.0 Ox 0 ShMt 20.0 185.0 st7 SKYLOUNGE h 2706 105 71 0.086 5.0 Ox 0 ShMt 32.0 185.0 st8 SKYLOUNGE-A h 1634 105 71 0 0 Ox 0 ShMt 0 0 STAIR2 h 1790 69 37 0.085 4.0 Ox 0 ShMt 30.0 190.0 st8B Supply Trunk Detail Table Bold/italic values have been manually overridden wrightsOftRight-Suite®Universal201717.0.23RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 2017 -Jul -28 15:12:14 Page 3 Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st7 Peak AVF 208 165 0.085 778 7.0 0 x 0 ShtMetl st3 st8 Peak AVF 396 260 0.080 713 10.2 8 x 10 ShtMetl st3 st8A Peak AVF 178 144 0.080 906 6.0 0 x 0 ShtMetl st8 st8B Peak AVF 69 37 0.085 796 4.0 0 x 0 ShtMetl st8A st3 Peak AVF 604 425 0.080 776 11.9 8 x 14 ShtMetl Bold/italic values have been manually overridden wrightsOftRight-Suite®Universal201717.0.23RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W 2017 -Jul -28 15:12:14 Page 3 Return Branch Detail Table Return Trunk Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Type Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 10x7 157 74 121.0 0.142 588 7.0 Ox 0 189 ShMt rt3 rb5 10x5 106 87 136.0 0.127 540 6.0 Ox 0 623 ShMt rt4 rb1 10x 5 102 78 205.0 0.084 519 6.0 Ox 0 0 x 0 ShMt rt4A rb6 10x 6 134 115 216.0 0.080 501 7.0 Ox 0 ShMt rt3A rb4 20x 8 362 226 0 0 0 0 Ox 0 ShMt Return Trunk Detail Table Bold/italic values have been manually overridden wri htsoft` 9 Rig ht-Suite®Universal 201717.0.23RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of 2017 -Jul -28 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3A Peak AVF 134 115 0.080 501 7.0 0 x 0 ShtMetl rt3 rt3 Peak AVF 291 189 0.080 655 9.1 8 x 8 ShtMetl rt2 rt4 Peak AVF 208 165 0.084 623 7.9 8 x 6 ShtMetl rt2 rt4A Peak AVF 102 78 0.084 519 6.0 0 x 0 ShtMetl rt4 rt2 Peak AVF 499 354 0.080 641 11.1 8 x 14 ShtMetl Bold/italic values have been manually overridden wri htsoft` 9 Rig ht-Suite®Universal 201717.0.23RSU18166 C:\Users\Diana\Desktop\3336 Chase St.rup Calc = MJ8 Building Front faces: W City of 2017 -Jul -28 1 Crawl Space Job #: Performed by David Hardcastle for: Residential New Construction 3336 Chase St. Wheat Ridge, CO 80212 mannbuilders@aol.com Hardcastle Mechanical Design LLC 446 Elm ave Brighton, Co 80601 Phone: 720 404 7425 davidhc002@gmail.com Scale: 1 : 87 Page 1 I RightSuite® Universal 2017 17.0.23 RSU18166 2017 -Jul -28 15:12:29 ...\Diana\Desktop\3336 Chase St.rup _ MAIN Cfm cfm 41, 41 C, Job #: Hardcastle Mechanical Design LLC Scale: 1�: 87 Performed by David Hardcastle for: Residential New Construction 446 Elm ave Page 2 RightSuite® Universal 2017 3336 Chase St. Wheat Ridge, CO 80212 Brighton, Co 80601 17.0.23 RSU18166 Phone: 720 404 7425 2017 -Jul -28 15:12:29 mannbuilders@aol.com davidhc002@gmail.com ...\Diana\Desktop\3336 Chase St.rup SECOND Job #: Performed by David Hardcastle for: Residential New Construction 3336 Chase St. Wheat Ridge, CO 80212 mannbuilders@aol.com Hardcastle Mechanical Design LLC 446 Elm ave Brighton, Co 80601 Phone: 720 404 7425 davidhc002@gmail.com Scale: 1 : 87 Page 3 I Right -Suite® Universal 2017 17.0.23 RSU18166 2017 -Jul -28 15:12:29 ...\Diana\Desktop\3336 Chase St.rup 1 1 4 `+ City of Wheat�jge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th 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: I0-20-2017 PERMIT# 201706313 ADDRESS: 3336 Chase Street LOT 1, BLOCK MANN CONSOLIDATION 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: 27.22' REAR: 56.90' SIDE: 7.04' SIDE: 9.57' The MINIMUM ELEVATION has been determined to be: 5864.98 (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 Signed Print (Surveyor's Seal) Professional Surveyor are identified on the attached exhibit. Date tai go' FOR OFFICE USE ONLY Approved by: Inspector Date www.ci.whea tri dge.com s Rev 12/06 EXHIBIT NOT TO SCALE NOTICE TO SURVEYOR: 1. Elevations shall be shown for ALL foundation comers. 2. Foundation comers with minimum elevation and setback distance shall be identified. ij 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 City of Wheat jjdgc COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 June 15, 2017 OFFICIAL ADDRESS CHANGE/NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: CURRENT ADDRESS: 3330 Chase Street NEW ADDRESS: 3330 & 3336 Chase Street SUBDIVISION: Columbia Heights LOT(s): 15, 16, 17, 18 SECTION: 25 PARCEL NO: 39-251-14-019 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: 6 / 14- 01— DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbaker@jeffco.us 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at smitchel@,ieffco.us and edelynkogjeffco.us 5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 6. U.S. Post Office, 3700 Tennyson St.., Denver, CO 80212 7. Email to erlinda j.martinezguVs.goy and krissy.i.summerfield(a,usps.gov and arlene.a.vickreyLa)usps.gov 8. Xcel Energy, sandra.cardenas(a)xcelenerg 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Wheat Ridge Water District 12. Wheat Ridge Sanitation District 13. West Metro Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. Wheat Ridge Police Department 17. GIS Specialist 18. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.wheatridge.coms DATE: Vicinity Map Site: 3330 Chase Street 3336 Chase Street ki