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Home My WebLink About9292 W. 42nd Avenue00ri U Ln C-13 U^" A �' c ct o d > ° cn o M o O U5 U U Q Ln , •-' 3 N '� � 'C U � � ,� � cd N aU to Cdon 03 r. O GJ03 Cd 00 y U ;:s kn � "Ed app �,_ O'> to � N N O U N O�•� y C� cd � b cd �s o •o W o R, b O as r, � >'•�� .� 3 � °''�' � bb o o o O o wCd° ' Q O .0 cz ct CIA cz m cd cd p cli N C N V V) c� Q„ 03 64 Y� O� O .. O U O 3 U 3 3 M M M O l0 O N 00 N J J al O M N N bi F- O > U >> L�" ..moi U bA N �v U �at-3o w U 3 3 CERTIFICATE OF OCCUPANCY Permit #: 201700596 ."• City of Whea-tR ge COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 'Stipulations: 2 -story manufactured home; 4 bedroom 2.5 bath 3,174 sg ft Date: 08/17/2018 This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: STEPHENSON RYAN & KAREN ADDRESS: 4810 W 69th Dr, Westminster, CO 80030 CONTRACTOR/ADDRESS: Norm Reichardt 3814 S County Road 5 Loveland CO 80537 PROPERTY ADDRESS: 9292 W 42nd Ave, Wheat Ridge, CO 80033 PARCEL #: 39-223-01-010 ZONING: R-2 OCCUPANCY: R-3 TYPE OF CONST: V -B OCC LOAD:N/A FOR THE FOLLOWING PURPOSE: Single Family - New Code Editions: 2012 ICC / 2014 NEC No change shall be made in the Use of this building without Sorinklered: prior notice and a new CERTIFICATE OF OCCUPANCY No from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator 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: I= (,)I a Job Address: 9 0 a s w. N 9 n t4v, Permit Number: -3 0 17 0 0 S- q ak � ; s6Vif C ogr o . ❑ No one available for inspection: Time '7: 57&/Pm Re -Inspection required: Yes ('No When corrections have been made, call for re -inspection at 303 -234 - Date: `d ) 7 i F Inspector: —Fl> DO NOT REMOVE THIS NOTICE City of WheatR.,�j ge COMMUNITY DEVELOPMENT Escrow Agreement This agreement made this 10' day of August, 2018, by and between the City of Wheat Ridge and Karen Stephenson for escrow in the amount of two thousand dollars ($2,000) being held by the City of Wheat Ridge until all outstanding landscape improvements are completed at 9292 West 42nd Avenue In the event that these improvements are not installed by August 1, 2019, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said improvements. The only precondition to the City's right to withdraw the funds for this purpose shall be a letter from the Community Development Director, stating that the improvements have not been completed or provided and that the compliance date of August 1, 2019 has expired. Approved and Agreed: Proaerty Owner i' ignature Yo& r� Prin Name Title City of Wheat Ridge, Colorado By: Title: �irc1J {-- Date: t kz) I l is Business Address JI)3-r Phone Date city of Escrow/Letter of Credit WheatMge Transmittal Sheet COMMUNITY DEVELOPMENT An escrow has been submitted for the property located at 9292 W. 42" Avenue. The escrow is in the amount of two thousand dollars ($2,000.00). The above amount is to be held in escrow (in G/L Account 01-356) for: ® Planning & Development: landscaping ❑ Public Works: ❑ Other: Escrow expires August 1, 2019 The escrow shall be held by the City as reimbursement to offset cost to City for installation of outstanding improvements. Notes: Name Date i i CITY OF WHEAT RIDGE �1(303) Building Inspection Division(303) 234-5933 Inspection line 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 9 a a W 4-1 a ^ `I / we Permit Number: -�9 0 ► -7 0 ® S c) !o dCGi-f-I 0 ❑ No one available for inspection: Time / o = 3cj ON /PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date:1/"B0 09 Inspector: -7--b 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:' l{r� i�l« ��/ t' 1 G C Job Address: 22172 w 4 z AtUle Permit Number: �Q1-7 0 1(® C ON ❑ No one available for inspection: Time AM%PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: '2;• _-3 ° I Inspector:_ V_4 DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:� Job Address: q 7 Permit Number: 0/ %�y Sci� live _❑ No one available for inspection: Time Re -Inspection required: Yes, N When corrections have been made, ca// for re -inspection at 0 _234_ 3 Date: Inspector: DO NOT REMOVE TH/S NOT/CE A i CITY OF WHEAT RIDGEi Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: plv1410 Job Address: of X2 to L12 AV live Permit Number: �201_760 a1(P ❑ No one available for inspection: Time `3C,"—PM Re -Inspection required: YesNo� When corrections have been made, call for re -inspection at 303 -234 - Date: -14�, I Inspector: s 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: X03- Plan l Clecc %es Job Address: 9 a 9' w 4-1 a n pq ve Permit Number: 'a 0 / -7 o o 5-9 �, ❑ No one available for inspection: Time)Q ('�;_ AM/PM Re -Inspection required: Yes Qll ) When corrections have been made, ca174pr re tion at 303-234-5933 D e: ,, Inspecto - DO NOT REMO THIS NOTICE 'Z Structural Enzineerin-(Z LLC Post Office Box 7821, Loveland, Colorado 80537 Office: (970) 663-6016. Fax: (970) 622-9324 October 12, 2017 Jerrod Reichardt c/o North Star Homes 3814 S County Road 5 Loveland, CO 80537 Foundation Wall Reinforcement Observation The Stephenson Residence 9292 West 42nd Avenue Block 34, Happy Valley Subdivision Wheat Ridge, CO Project Number: 17-046-32 Dear Mrs. Stephenson: CC: Jerrod Reichardt Today, a representative from this office visited the site referenced above to observe the wall reinforcement size, and location and to confirm the vertical reinforcement spacing in foundation forms. The reinforcement appeared to be in general compliance with the foundation drawing and details by T2 Structural Engineering, project number: 17-046, dated July 21, 2017. Protect freshly placed concrete from temperatures that will compromise the design strength of the concrete. Concrete placement and reinforcement is to be installed in accordance with ACI 318 and the IRC. Please contact this office if there are questions, or if additional information is required. Thank you for the opportunity to work with you on this project. Sincerely, Russell T. Zoetewey, Enclosures lnb, am 110 L00 46611 <: �"- ONAL ALl-.Sil�,-,---- SL G, 9 1 w ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No, Policy Number: 9292 West 42nd Avenue City State ZIP Code Company NAIC Number Wheat Ridge Colorado 80033 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, ARAE, AR/Al-A30, AR/AH, AR/AO, Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: Wheat Ridge Point 14509,5345.1T Vertical Datum: NAVD-1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 n NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 5348.00 © feet ❑ meters b) Top of the next higher floor 5352.30 © feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑ feet ❑ meters d) Attached garage (top of slab) 5350.10 ® feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building feet meters (Describe type of equipment and location in Comments) 5349.30 © ❑ f) Lowest adjacent (finished) grade next to building (LAG) 5349.20 © feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 5349.80 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 5349.00 © feet ❑ meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I cerfdy that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Yes No ❑ Check here if attachments. Certifier's Name License Number Randy Fortuin 27263 r, Title President :: t Company Name $ �� CBM Surveys, Inc. • -. Address 1418 South Addison Court city _ State ZIP Code Aurora _ - Colorado 80018 qZ6 " G Signature - = gate Telephone Ext. 07-31-2018 (720) 373-8376 N/A Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) There are 2 Air Conditioning units on the east side of house at grade. The Gas Meter is on the east side of garage near the north side of house at Grade. The grade within the crawl space is rough grade.. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 CBIS Surveys, Inc. 1418 South Addison Court Aurora, Colorado 80018 Tel (720) 373-8376 cbmsunreysC comcast. net SET BACK VERIFICATION (9292 West 42"d Avenue, Wheat Ridge) On October 12, 2017 CBM Surveys, Inc located the foundation concrete forms. On November 03, 2017 CBM Surveys, Inc. located the concrete foundation. Both site visits indicated the foundation was placed in the correct location as per the site plan for 9292 West 42"d Avenue, Wheat Ridge, CO 80033 being provided to CBM Surveys by Karen Stephenson. The property is located at Lot 34, Happy Valley Gardens being Parcel No. 39-223-01-010, Jefferson County, Colorado. The front offset was found to be 46.7 feet. The west offset was found to be 34.0 feet and the east offset was found to be 34.0 feet. Randy Fortuht P -1;S 27263 Date: July 31, x:0.18,1 ?7"28 :' ,, Job No.: 2114 :. '. � For and on Behalf ��:,v- CBM Surveys, Inc.'- U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30; 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Karen and Ryan Stephenson A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No_ 9292 West 42nd Avenue City State ZIP Code Wheat Ridge Colorado 80033 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc_) Lot 34, Happy Valley Gardens (parcel number 39-223-01-010) A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 39'46'28.44" Long. -105°06'06.22" Horizontal Datum: ❑ NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 2A A8. For a building with a crawlspace or endosure(s): a) Square footage of crawlspace or endosure(s) 1590.00 sq ft b) Number of permanent flood openings in the crawlspace or endosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in Aft 0.00 sq in d) Engineered flood openings? ❑ Yes x❑ No A9. For a building with an attached garage: a) Square footage of attached garage 1008.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0.00 sq in d) Engineered flood openings? Ci Yes 0 No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Jefferson County, 080087# Jefferson Colorado B4. Map/Panel B5_ Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9_ Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 08059CO213 F 02-05-2014 02-05-2014 AO 5349 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile F1 FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: B12_ Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes X❑ No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTIa ON NLQTICE N o I- ^ s f n -e Inspection Type: L100- Gas M e4e i- 6� e) ea se Job Address: 9 a c) Q Ui L) -;) lid 4 ye Permit Number: 'a 0 I -70 0,5- 9 /, le ❑ No one available for inspection: Time 10 = 41 a &iM pM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: is aot/,;iInspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division �(Y� (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C `- M r Ti— i'_ Job —Job Address: 9 Z ri Z W y Z N4 A VN Permit Number:v l 7 6 5 to a ❑ No one available for inspection: Time �U AM Re -Inspection required: es _. No When corrections have been made, call for re -inspection at 303-234-5933 Date: _lo • 1(6 • (b Inspector: t 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: 030 / - I20 V 6-14 rOM6 Job Address: qZqZ (A) 412 n10 AVE Permit Number: 201 -7 0 0$$q C ❑ No one available for inspection: Time •9 AM4!91 Re -Inspection required: Yes No 2 When corrections have been made, call for re -inspection at 303-234-5933 Date: 5,2;� %? Inspector: DO NOT REMOVE THIS NOTICE - CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSIRfECTION NO I E Inspection Type: r d Job Address:' qdG- Permit Number: X60-5, � ❑ No one available for inspection: Time ®' •- Re -Inspection required: YesNo When corrections have been made, call for rye -inspection at 303-234-5933 Date: , o ► ) Inspector: DO NOT REMOVE THIS NOTICE L] i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ' ` Job Address: _ rl Permit Number: Ci ) --�L a ❑ No one available for inspection: Time o : MJ M%PM Re -Inspection requir Ye" No When corrections have been made, call for re -inspection at 303-234-5933 Date: _ / / (- % Inspector: 2:.7. 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: a Job Address: cl Z 9 Z Lt Z j\�j4 AV. Permit Number: Q c) i =�-®O �5- r -T G d - — c ❑ No one available for inspection: Time ' , AMA�' ) Re -Inspection require Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 5_hg 1 i Inspector: ),-T . 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: l Job Address: �� a� �f% C fave Permit Number:n��g� ❑ No one available for inspection: Time (AM6PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: 5•e'. • . % �s Inspector: 30,41 Gi�t � DO NOT REMOVE THIS NOTICE PROGRAM: i HUD FAMILY COLORADO DIVISION OF HOUSING Correction Notice r X FB r FBNR F X MHIP r MULTI- 1 Date 5-1-18 I Page 1 Of 1 Manufacturer: Northstar System Built ID# 3511 Contact: Joel Benson Email: joe.benson@northstarsb.com Fax: Uk Phone: Uk Site Address: 929 W. 42nd Avenue Wheatridge, CO 80033 Phone: 303-960-1971— Ryan Stephenson E -Mail: whaterver@gmail.com Serial # RP1706- PA# 54377AC FB# 36208 Date Built: 8-21-17 1404A,B,C,D,E,F-CO Installer: Tim Stienike (stienike34@yahoo.com) ID#I000034 Phone: 303-638-4720 / 970-587-8590 Cert. Insp. CDOH ID# N000181 Phone: 303-864-7837 X Re -Inspection required on units. You shall notify the Division of Housing when corrections are completed. Re -Inspection is not required C` X A written response and corrections to the noted deviation(s) is required by: 5-29-18 Address response to the inspector of record. If response is not received by the date above, an additional inspection fee may be assessed. Violation-_ Code reference CERTIFIED INSTALLER: 1 No State Certification Insignia Installed on Home. CDOH Program 2 Joints between marriage wall-Attic/Crawlspace not sealed to prevent air infiltration, No sealant as well between sill plate of crawlspace wall and bottom plate. 3 No vapor retarder installed in crawlspace. DEALER/CONTRACTOR: 1 Conditioning of Crawlspace not completed; No condition air supply and no transfer grille. R408.3/ N1102.2.8 2 Crawlspace Walls lacking insulation. Res Check 3 High loop drain hose for dishwasher must be secured to the underside of counter- Kitchen P2717.2&3 Sink. 4 TPRV (Temperature Pressure Relieve Valve) not directed to an approved location; P2803.6.1 (Outdoors). 5 All PVC plumbing in Attic and Crawlspace not completed. P2601.1 6 Installation of furnace return air duct not completed -Attic. Mfr. Specs. DOH Inspector: Frank Rodriguez Inspector Telephone #: 303-916-2038 1313 Shennan Street, Room 320, Denver, Colorado 80203 AAACorrectionNoticeElectron is Signature PHONE# 303/864-7837 FAX# 303/864-7857 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: �O�7Gb ❑ No one available for inspection: Time AMRM Re -Inspection required: Yes When corrections IF been made, call for re -inspection at X30_3-234-5933 Date: /D 5' el" Inspector: ( T DO NOT REMOVE THIS NOTICE /41?r 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: v Job Address: Al Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date -Z' 45'/F Inspector: DO NOT REMOVE THIS NOTICE 2 Structural -£ Engineering LLC Post Office Box 7821. Loveland, Colorado 80537 October 4, 2017 office: (970) ess-cols, rax: (970) 622-9324 Jerrod Reichardt c/o North Star Homes 3814 S County Road 5 Loveland, CO 80537 Footing Observation The Stephenson Residence 9292 West 42nd Avenue Lot 34, Happy Valley Subdivision Wheat Ridge, CO Project Number: 17-046-31 Dear Mrs. Stephenson: CC: Jerrod Reichardt On October 3, 2017, a representative of this office visited the site referenced above to observe the footing form widths, depths, and reinforcement. The continuous footing widths and depths were in general compliance with the foundation drawing by T2 Structural Engineering, project number: 17-046, dated July 21, 2017. The dowel reinforcement was on site and the spacing will be confirmed with the foundation wall observation. There is a ufer bar installed in the footing. The ufer bar is located in the west garage foundation wall footing approximately 3 -feet back from the north (front) garage foundation wall footing. Protect freshly placed concrete from temperatures that will compromise the design strength of the concrete. Concrete placement and reinforcement is to be installed in accordance with ACI 318 and IRC. Please contact this office if there are questions, or if additional information is required. Thank you for the opportunity to work with you on this project. Sincerely, Russell T. Zoetewey, P Enclosures lnb, am wqo 0, ;2 46611 i CITY OF WHEAT RIDGE �'(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: J I S� - f-" ti-,-- Job Address: C� 4-3 '-A z w j Permit Number: Q (3) O C) S 4( G -* M me► ke- MJkK— lc P -A- —I Ful d N(- Z i7 -f C,3 NA- - A k�e_u6QC wtc W) A I.V L tilt ac' 1 N n., J N V _D4 -a► p�c11 1"iof t k( -,a r� R oo �L -t{ o.55 0.-s� C 1"1 i �a \ 6 --)CQ- - M ` v,cs i 2- F 1. 9— V -5 2t:0 Ov cf. Zktl RMnv< 6, r — O Ll No one available for inspection: Tim4o Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 3 Z (I Inspector.�. \_'A J/ DO NOT REMOVE THIS NOTICE Th•5 t > peeA. rj 15 tv,T mer p�efi�_ A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 / n L h`i Pe - Job Address: Zq L 4 2 AV Permit Number: 0 o 1 -- C7 L:-4 9 1{11-C"eeN - QL Q i&)r Myti+ Io{ I've) �<__ C_ Q� t"iI ❑ No one available for inspection: Time6/PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: 3 ? z_i sl Inspector: L) DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201700596 PERMIT NO: 201700596 ISSUED: 08/08/2017 JOB ADDRESS: 9292 W 42nd AVE EXPIRES: 08/08/2018 JOB DESCRIPTION: 2 story manufactured home; 4 bedroom, 2.5 bath - 3,174 sq ft This permit includes the manufactured home with a front porch, a deck on the back and a site built attached garage *** CONTACTS *** OWNER STEPHENSON RYAN & KAREN GC (970)667-8830 Norm Reichardt 022100 Northstar Homes Inc. SUB (970)461-2412 Lorraine Gallagher 170114 Kahar Plumbing & Heating Inc. SUB (970)532-4010 Rick Swenson 120214 Front Range Mountain Air SUB (970)567-2595 Duncan Messinger 170189 Foothills Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 594,179.04 FEES Total Valuation 0.00 Plan Review Fee 2,752.46 Use Tax 10,695.22 Permit Fee 4,234.55 Engin. Review Fee 150.00 Park Land Dedication 2,497.29 ** TOTAL ** 20,329.52 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.All roughs to be done at Framing Inspection. ZWM: New dwelling units require a parkland dedication fee. For all structures located withing the regulated floodplain and prior to project completion or granting of a Certificate of Occupancy/Completion, certification must be submitted to the City that the first floor elevation is 1.0 feet or more above the 100 -year floor elevation. 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. a. One street tree per seventy (70) feet (or portion thereof) of street frontage to be placed within the front setback prior to issuance of a certificate of occupancy. b. 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. Contact the Planning Dept. for permitted species and sizes of trees. For one- or two-family dwellings, the first twenty-five feet (25') 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. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, ppica'eu,ingcodelbsand albtheleal ownerofhe propertts permit. 1 further attest hat I le ally authorized to include ali entities named within this document as parties to the work to be performed an at all wk'to barn is di closed in this document and/or its' accompanying approved plans and specifications. i r elp Signature of OWNER or C NTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 5. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief"il Ofial `"; Date REQUESTS MUST BE MADE BY 11:59PM BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. �. 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 v / _ r" c -`®" , " z`' Job Address: ` `I� `I 2_. P J Permit Number: ❑ No one available for inspection: Time "k@ M Re -Inspection required:.Yes No When corrections have been made, call foaLp:inspection at 303-234-5933 Date Inspector: DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3) Q -f " r?_ Job Address: 9 a R0 w '-4 Z �.� ��/• Permit Number: ®moiOf -3- 0 0 >7 (, ❑ No one available for inspection: Time 'A PM Re -Inspection requirec N �Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: 31 Inspector:C� `�-,,_ )n_,,-4/ DO NOT REMOVE THIS NOTICE l i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 001-40 c) 5 C� i 71.1-2 iSCtn/ /Lr;rP ❑ No one available for inspection: Time f ? 6M/pm Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: l I i InspectoKJ ui DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -3 0 Z_ t-3 °-k k � k , ,,.,�. Job Address: 9 @1 a U) L4 a Permit Number: Q O 1 -7- a S4'eQ4�I tett, A2,!:/2VPN' ❑ No one available for inspection: Time &PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspect � s' DO NOT REMOVE THIS NOTICE City of Wheat Ridge �d Single Family - New PERMIT - 201700596 PERMIT NO: 201700596 ISSUED: 08/08/2017 JOB ADDRESS: 9292 W 42nd AVE EXPIRES: 08/08/2018 JOB DESCRIPTION: 2 story manufactured home; 4 bedroom, 2.5 bath - 3,174 sq ft *** CONTACTS *** OWNER STEPHENSON RYAN & KAREN GC (970)667-8830 Norm Reichardt 022100 Northstar Homes Inc. SUB (970)461-2412 Lorraine Gallagher 170114 Kahar Plumbing & Heating Inc. SUB (970)532-4010 Rick Swenson 120214 Front Range Mountain Air SUB (970)567-2595 Duncan Messinger 170189 Foothills Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 594,179.04 FEES Total Valuation 0.00 Plan Review Fee 2,752.46 Use Tax 10,695.22 Permit Fee 4,234.55 ---- Engin. Review Fee 150.00 --.- Park Land Dedication 2,497.29 ** TOTAL ** 20,329.52 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.All roughs to be done at Framing Inspection. ZWM: New dwelling units require a parkland dedication fee. For all structures located withing the regulated floodplain and prior to project completion or granting of a Certificate of Occupancy/Completion, certification must be submitted to the City that the first floor elevation is 1.0 feet or more above the 100 -year floor elevation. 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. a. One street tree per seventy (70) feet (or portion thereof) of street frontage to be placed within the front setback prior to issuance of a certificate of occupancy. b. No less than twenty-five percent (250) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. Contact the Planning Dept. for permitted species and sizes of trees. For one- or two-family dwellings, the first twenty-five feet (25') 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. i, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be prfbrme nd that alworkto be perforned is disclosed in this document and/or i s' accompanying approved plans and specifications. Si ature of OWNER r CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This perniit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuaigge or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of anv apphcabfe c6 . e or any ordm or r g,ul ion of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat Pjd�e COMMUNITY DEVEt.OPMENT Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits ci.wheatridge.co.us C1 81 / �Om lY%Aims I FOR OFFICE USE ONLY ' ' I Date: PlaMPermit # Plan Review Fee: r Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Znd ,Nvlc_ W co 33 Property Owner (please print): RyO'n CLnd Karen S4ffh Cn S o h Phone: -503-1342o- 191 t Property Owner Email: 5-4ehen Son a h oo . corn fj Mailing Address: (if different than property address) Address: , City, State, Zip: we S+mi 11 SAe_Y' , CO %W-30 Architect/Engineer: No,41,-\-, .,r flxhe5 I nc Architect/Engineer E-mail: Phone: 9-70 - 6 0- 89 30 P Contractor: jgor4-Vx5+a.r t-Ipm e 5 Inc. Contractors City License #: Phone: 15Z Z - Contractor E-mail Address: '\afro r �°mes , on-) Sub Contractors: Electrical: �Voa it b'0 'e&11( W.R. City License # I16v6c► Other City Licensed Sub: City License # Plumbing: 4kOW11- P 1 Mechanical: For04 W.R. City License # )'�] /� W.R. City License # MauW i r l2dZ(y Other City Licensed Sub: 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 ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL 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.) v Sq. FULF J 11 1 Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) SP�y 1-7C1.a OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: k p �� n /'1 4-1 C—VC'i)nT't,"' D�D S OCCUPANCY CLASSIFICATION: Reviewe : 1� `{:(. Yr L- / J 1 r V BUIL NG DEPARTMENT COMMENTS: Reviewer: FVl3L lG WorzKS c©/It vI�NZ� : i) t5iq,¢ ITp-MS JJoT (GVRB, gF-Y/6WA2 = ASI VN Fut4c!x w LIP -I) IN -rag Ad/1Dor 14,5: ?- ✓#4 S�GIFI D 5/2317 0•� A�tt T Oe f--0eXl) T rEv W7 'r4/s PE42Mrr. 2� D�(LEGT DoWNSPOtrjS IN 01P1✓0-•rc�Y,- INDI0ATOlD 7b PA2C 9"�i7 ADJSGWT PPOPA59-r1e5 FAco(A 5WPMW.�T� , Building Division Valuation: $ City of SINGLE FAMILY/DUPLEX W he atidge w ru»t.lc WORKS B UILDING PERMIT APPLICA TION RE VIEW Date: Location: 42)L4 AVS ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: -Z�OK refer to 2. Public Improvements required & to be completed with project: stipulations. a. street paving/patching: Yes No Completed b. curb & gutter: Yes No Completed c. sidewalk: Yes No Completed d. Other (specify): Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: $ <A7 1, F,G, 3. Does all existing roadway/alley R.O.W. meet the standards of the City: Yes No If not, what is required? If R.O.W. is required, has the deed been received: Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. —Ma `&,,S /23 /f7 Signature Mark Van Nattan Date/ 5. W/A NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6. Stipulations: RDOF r2jaAW -, MIS 7' E,c nj2_-r►�n AS ?b Nor uisr., REPeg 712 j—6QAJAA6MrS j:�bd/3Eo i 1,,-JjW C,RA2/LLCz�Y�41 . 7. 4 A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) shall be required prior to the issuance of the Certificate of Occupancy. 8. V NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 ENTER LENGTH OF FRONTAGE1 124 LF Date: FEE CALCULATION WORKSHEET 5/5/17 Project: Stephenson Residence MVN Unit Cost Address: 9292 W. 42nd Avenue $ 5.98 $ Item Description Quantity Unit 1 Excavation & Embankment 1.64 $ 43.02 $ Earthwork — rough grade — 7.5' wide 0.83 SY 20.64 Earthwork — fine grade — 7.5' wide 0.83 SY 2 Reconditioning Reconditioning & proofrolling — 7.5' wide 0.83 SY 3 Sidewalk Concrete sidewalk — 6" thick and 5' wide 0.56 SY 4 Curb & Gutter Vertical curb & gutter 1 LF Total cost per linear foot ENTER LENGTH OF FRONTAGE1 124 LF Date: 5/5/17 By: MVN Unit Cost Item Cost $ 5.98 $ 4.98 $ 1.23 $ 1.03 $ 1.97 $ 1.64 $ 43.02 $ 23.90 $ 20.64 $ 20.64 $ 52.19 Cost of sidewalk only $3,596.00 Cost of curb, gutter only $2,875.56 Cost of curb, gutter, and sidewalk $6,471.56 Notify applicant, include as a condition of approval, and let Kim know I:\Building Permit Review\2017\9292 W 42nd_Stephenson\Fee Calculation Worksheet Stephenson_2017.xlsx City of __/%eat c�e PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: Location of Construction: 5252 W, 4�� Purpose of Construction: 5^ 61 E Fa tit /LY n WZ r__ LL /All Single Family 1_ Commercial Multi -Family Development Review Processing Fee: ................................................ $100.00 $�. OO (Required of all projects for document processing) Single Familv Residence/Duplex Review Fee:.. ................................... $50.00 $ 50. A70 Commercial/Multi-Familv Review Fees: e Review of existing or minimal technical documents: ........................ $200.00 $ e Initial review' of technical civil engineering documents (Fee includes reviews of the 1" and 2nd submittals): .......................... $600.00 $ Trak Impact Study Review Fee: (Fee includes reviews of the 1" and 2nd submittals) :.......................... $500.00 $ o Trip Generation Study Review Fee: .................................................. $200.00 $ * O & M Manual Review & SMA Recording Fee ........................._..... $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: a 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): 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. ��.CLH i1Y,31t f" i d.,�., Rev 12/12 Cify (-)1- heat is cyc PUtS1 is woltKs City of Wheat Ridge Municipal Building 7500 W. 29h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: ADDRESS: 92,72 OZ 42 '�d QUA 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 ""vwxi.wheatridge.co.us Rev 2/08 Cily of Wheat - idoe CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033.8401 p. 303,235,2855.f 303.237.8929 Proof of Submission for Permifting/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: — 7' i 5,30,20t-1 Project Address: 9Z Name of Firm/individual submitting documents: Ryay� ayd �alffyl S oti'W<nb;i Project Type/Description: Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS, POINT - FOR AGENCY USE ONLY I, -� �/�! %�� , am a duly authorizedrepresentative of the agency indicated below arrid do, by my signature below, hereby acknowledge receipt of doc6inents necessary for review and approval of the project indicated above. Anoncy repro5ented: (Please check one) o West Metro Fire Protection o Wheat Ridge Sanitation District o Arvada Fire Protection �_ Clear Creek Sanitation District o Wheat Ridge Water District o Fru(tdale. Sanitation District o Consolidated Mutual Water District o Valley Water District o Westridge Sanitation District o Other o Denver Water Agency Notes: r v7 _ Tri .r" '� 1 � o �.� �'�d/hoc. �' /✓1P ��%�� - �� Signature: Date: (Agency Representati IDI J' 71,1 -1 •/ /v�li/i/ O' p,-, T TO/T0 39Cd NCS A3-nVA AND NV3-10 Z690VzV6O6 LT:TT LTOZ/T0/S0 05/01/17 MON 08:56 FAX 303 424 0828 VALLEY WATER DIS Le of l' W heat R�cyC CI'I Y OF WIIEAT RIDOG BUILDING ANI) INSPECTION SERVICES DIVISION 7500 W 291.h 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: 11 Z,e -?.01 Project Address: Name of Firm/Individual submitting documents: Project Type/Description: N U) Z Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT- FOR AGENCY USE: ONLY I, 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 represent CL (Please check one) o West Metro Fire Protection Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District Valley Water District o Denver Water o Wheat Ridge; Sanitation District o Clear Creek Sanitation District • Fruitdale Sanitation District • Westridge Sanitation District o Other Signatur�/4A4gency" / Date:r sentative} X001 Rev. 03/2017 RESIDENTIAL Building Permit - Plan Review Worksheet Address: qj �- Zoning: Lot Size: 2 -to (t1 T sq. ft. Lot Width: / q() ft. Property in the flood plain? (�5 If yes, notify PW Floodplain Administrator and add surveying condit'on FLD Type of project (applicable suiley 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) Aif w/in 2' of setback (NRS) New ILC and site plan ��yes(F�N�D) if in floodplain (FLD) Maximum Lot Coverage:�10 % Existing Imp ovements: �p House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing CCS sq. ft Lot Coverage % (9 sq. ft. Proposed Improvements: House/addition: 7t-7 � sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq.ft. Proposed+Existing 3'_' 'sq. ft Lot Coverage 1 \ R % Required Setbacks: FR 2-5 S S R �0— Provided Setbacks: FR S_ S_ R _D For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveyint condition FND. Maximum Height: 3 �j ft. Pronosed Height: ft. Maximum Size: Proposed Size: sq. ft. sq. ft. Does the bulk plane apply? (Y/N) If yes, does it meet on all sides (Y/N): FR / S S R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -1C and R-3) Parkland Conditions &S 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. Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots 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 propeqy�?0^02 1'f curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be require . MULTIFAMILY—Does the frontage meet current city standards? 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 A ss (applies to all new driveways, garages, additions, or new homes/units) epiMr 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 an 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. Y01 ne and two-family dwellings may have horseshoe driveways, provided that the street accesses e at least 30 feet apart, measured from the interior edges. all uses, one access point per property is permitted. Q""scaping (applies to additions and new dwelling units) .LL or .or one -and two-family dwellings, one tree for every 70 feet of street frontage is required. itreet trees required: 1— Street trees provided: 00% of the front yard and 25% 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 f 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. FEE City of Wheat"ige COMMUNITY D[VF,LOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Sec. 26-209. Residential -Two District (R-2). Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 A. Intent and purpose: This district is established to provide high quality, safe, quiet and stable low to moderate -density residential neighborhoods, and to prohibit activities of any nature which are incompatible with the residential character. B. Development standards: Notes: (a) Corner lots shall have a minimum lot width of eighty (80) feet for both street frontages. (b) Front setback reductions may be allowed in accordance with Section 26-611. (c) Any side or rear yard which abuts a public street shall have a minimum setback of twenty five (25) feet for all structures, with the following exception: For corner lots that are sixty (60) feet or narrower in width, this requirement shall be reduced by half. (d) Front setbacks for structures on lots or portions of lots which abut cul-de-sacs may be reduced to ten (10) feet for those portions of lots which abut a cul-de-sac bulb. (See Figure 26-123.3 at the end of section 26-123) (e) A total of fifteen (15) feet side yard setback for every individual lot with a minimum of five (5) feet on one (1) side. (f) See Section 26-625 for additional regulations pertaining to accessory buildings. (g) Fifteen -foot setback for the first story and five (5) feet for each additional story. (Ord. No. 2001-1215, § 1, 2-26-01; Ord. No. 1313, § 5, 10-27-03; Ord. No. 1448, § 2, 8-24-09; Ord. No. 1575. § 5, 7-13-15) Maximum Maximum BuildingMinimum CoverageHeight Minimum Width Minimum nt Setback (b) 25' (d) Minimum Side ..Setback 5' (e) Minimum Rear . 10' Principal Buildings One-familyo dwelling 35' 40% 9,000 sf 75' Two-family 35' 40% 12,500 sf 100' 25' (d) 5' per story 10' dwelling (e) Group home 35' 40% 9,000 sf 75' 25'(d) (eper story 10' Churches, schools, government and quasi - government buildings, golf 35' 40% 1 acre 200' 25'(d) 15'(g 20' courses, small day care center, and nursing, elderly and congregate care homes Accessory 5' if <= 10' in Buildings Major 15' 1,000 sf per 25' (d) 5' height; 10' if (f) unit N/A N/A >10'in height Minor 10' 400 sf N/A N/A 25'(d) 5' 5' All Other Uses 35' 40% 9,000 sf 75 25' (d) 5' (e) 10' Notes: (a) Corner lots shall have a minimum lot width of eighty (80) feet for both street frontages. (b) Front setback reductions may be allowed in accordance with Section 26-611. (c) Any side or rear yard which abuts a public street shall have a minimum setback of twenty five (25) feet for all structures, with the following exception: For corner lots that are sixty (60) feet or narrower in width, this requirement shall be reduced by half. (d) Front setbacks for structures on lots or portions of lots which abut cul-de-sacs may be reduced to ten (10) feet for those portions of lots which abut a cul-de-sac bulb. (See Figure 26-123.3 at the end of section 26-123) (e) A total of fifteen (15) feet side yard setback for every individual lot with a minimum of five (5) feet on one (1) side. (f) See Section 26-625 for additional regulations pertaining to accessory buildings. (g) Fifteen -foot setback for the first story and five (5) feet for each additional story. (Ord. No. 2001-1215, § 1, 2-26-01; Ord. No. 1313, § 5, 10-27-03; Ord. No. 1448, § 2, 8-24-09; Ord. No. 1575. § 5, 7-13-15) s o ac or �i a RE: Stephenson Project 9292 W. 42"d Avenue, Wheatridge, CO To Whom It May Concern, Northstar Homes, Inc will be the onsite General Contractor for the Ryan and Karen Stephenson project located at 9292 W. 42"d Avenue, Wheatridge, CO Scope of Work: • All excavation of crawlspace foundation, underground utilities, driveway and grading and erosion control • Crawlspace foundation for house and attached garage • Set IRC factory built home on conditioned crawlspace foundation. • Build attached garage, decks and overhead porches onto new home • Complete all utility hookups of the home not completed in the factory. • Install electrical and heating hookups in attached garage and bonus room above. • Insulate and finish bonus room above garage • Insulate garage walls and ceiling and install 5/8 type X drywall on exterior framed walls, garage ceiling and garage/house common wall. Fire tape only. No heat in garage. • Install conditioned crawlspace. R-10 continuous perimeter insulation per code. Colorado building codes: 2012 IRC 2014 NEC 2012 IPC 2012 IECC Any questions you can contact Jerrod Reichardt (General Contractor) at 970-215-1522 Kindest Regards, Jerrod Reichardt Northstar Homes, Inc. 3814 S. Count} Road 5 ♦ Loveland, CO 80537 ♦ (970) 667-8830 ♦ Fax (970) 667-6839 Wheat Ridge �of Community Development WheatN'i ' Building Plan Review Plan Information Project Address: 9292 W 42^d Ave Permit Number: 201700596 Date: 5/22/17 Building Height Allowed: Building Height Actual: 2012 International Building Code with Wheat Ridge Amendments Building Area Actual: 2012 International Residential Code with Wheat Ridge Amendments Building Stories Actual: 2012 International Plumbing Code with Wheat Ridge Amendments Number of Mezzanine Exits Required: 2012 International Mechanical Code with Wheat Ridge Amendments Occupant Load: 2014 National Electrical Code with Wheat Ridge Amendments Phone: 2012 International Fuel Gas Code with Wheat Ridge Amendments Applicable Codes 2012 International Energy Conservation Code with Wheat Ridge Email: Amendments Phone: 2012 International Fire Code with Wheat Ridge Amendments 2012 International Property Maintenance Code with Wheat Ridge Amendments 2015 NFPA 99 Standards for Health Care Facilities 1997 Uniform Code for the Abatement of Dangerous Buildings Design Criteria Frost Level: 36" Below Grade Snow Load: 30 Lbs Per S Ft, 30 Lbs Drift I Wind Load: 105 MPH W 3 Sec Gust Exposure: C Seismic Zone: B Building Code Summary I Occupancy Classification: Sprinkled/Non-Sprinklered: Type of Construction: Square Footage of proposed structure(s): Building Height Allowed: Building Height Actual: Building Area Allowed: Building Area Actual: Building Stories Allowed: Building Stories Actual: Mezzanine Area: Number of Mezzanine Exits Required: Occupancy Change: Occupant Load: Contact Information Architect: Northstar Homes Phone: 970.667.8830 Email: Structural Engineer: Phone: Email: MEP Engineer: Phone: Email: Owner: Ryan and Karen Stephenson Phone: 303.960.1971 Email: stephensonkb@yahoo.com Contractor: Northstar Homes Phone: Email: Phone: Email: Phone: Email: Correction Requirements We have reviewed the above referenced project for Architectural, Structural, Electrical, Mechanical and/or Plumbing issues. The following comments/corrections on the above referenced project must be addressed in order to complete the plans review process. Please submit revised drawings and a written response to each of the items listed below. Please be advised, there may be additional comments from other departments or agencies that could impact these comments. Your response may trigger additional items. If you are submitting revisions, identify all changes from the last submittal using clouding and identifying with a delta and revision number. Include delta and revision number in the title block with the date of the change. This office will not accept plans or revisions drawn in pencil, highlighter, or "white out". Wheat Ridge -,�,Ci-ty of Community Development WheatRi e Building Plan Review Review Comments General Comments Item Number Sheet Number Description Sheet- There needs to be a General Contractor responsible for A the entire project. Approved: Yes No work for this project Architectural Comments Item Number Sheet Number Description Sheet- Scope of work Provide a scope of work that clearly Cover Page assigns responsibility and describes all phases of Approved: Yes No work for this project Cover Page Code Summary. Provide a cover page with all contact information for project and a code summary. Notes addressing "On Site By Other" are allowed on A03 All Pages the prints, however, the entire plan set needs to be combined and those locations referenced to other sheets where the information is provided. A2.0 Provide architectural, electrical, mechanical, plumbing and energy drawings and details for the garage. Completely detail garage connection to modular A2.0 building. Provide all notes necessary to describe connections. Provide notes on the plans indicating that all windows A2.0 and glazing meet current 2012 IRC standards for egress, temper(safety glazing) and opening size as required for bedrooms. tX 3 of 3 Provide sheer wall details for garage. A1.0 Provide details on railings, guards, connectors etc for deck evaluation. Provide elevation detail A1.0 Radon. Fully describe and detail radon system from crawlspace through roof. (� A1.0 Provide crawlspace ventilation details. Detail type, size, methods. A1.0 Provide details on all foundation, crawlspace and under floor insulation values, materials and methods. A1.0 Approve Yes No M Electrical Comments Item Number Sheet Number Description A5.0 Provide the electrical service location for this project E A5.0 Provide a load calculation for this project. Approved: Yes No Mechanical Comments Item Number Sheet Number Description Sheet- Provide mechanical equipment interior and exterior locations. Indicate if any equipment is in crawlspace. Sheet- Is garage conditioned? Provide details. Approved: Yes No I-IUMDing 11ommenLs Item Number Sheet Number Description Not Evaluated Not Evaluated Al 8V(]Nnoe kvmclo 1 , 2 4-1 00 w 0o �' 0 ) rn 0. fir: U N Lq tw oc; +J � a SF cu N Q O 1.0 rZ7 N N a) a) N u °c00 y, 'Ict7c N ' 35noH 3JYat/`J N 4 d Vom d. � � N a� 0 H3aod U T � AYM3r►Ida � u;. m ON 'o 4—J dM i o to 4? O � lD Lr) Z'QKG AM O i NOUO3S ON3 3nN3AV (INZV 1S3M ' For all structures located within the regulated floodplain and prior to project cornpletion or granting of a Certificate of Occupancy 'Completion. certification must be submitted to the City that the first floor elevation is 1.0 feet or more above the 100 -year base flood elevation. i As part of the foundation inspection and PRIOR TO THE FIRST FRAMING INSPECTION, a completed, signed The first 25' of a driveway from the existing edge of into the site be and sealed, Foundation Setback and Elevation pavement shall surfaced with concrete, asphalt, brick paver X11 Certification shall be submitted to the City for review. or similar material. Contact Dept of Public The certification form shall be fully completed by a Works for ROW Permit 303-235-2861. 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. USE CITY'S STANDARD FORM. a. One street tree per seventy (70) feet (or portion thereof)"• of street frontage to be placed within the front setback 'x prior to issuance of a C.O.'A b. No less than twenty-five percent (25%) of the gross lot g area and no less than one hundred percent (100%) of the front yard shall be landscaped.,, For all structures located within the regulated floodplain and prior to project cornpletion or granting of a Certificate of Occupancy 'Completion. certification must be submitted to the City that the first floor elevation is 1.0 feet or more above the 100 -year base flood elevation. i Vol n F z dVONnoe �,vMOao-u o M m1 41 LU cS L CD v 0 :� 00 o O U CN N0. CL ago +J M 5F cn . F $F „ V Q O 1IbO N ,u Rt 00 N r VOr't' S t rn l N L 3� N v 0 r HOSOd m U C: C fu xvM3nWa rl iS NxS`0 (! �d Ln Z'GKG AM r NOR035 QN3 3nN3AV ONZt' 1S3M ' j As part of the foundation inspection and PRIOR TO THE FIRST FRAMING INSPECTION, 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. USE CITY'S STANDARD FORM. a. One street tree per seventy (70) feet (or portion thereof) of street frontage to be placed within the front setback prior to issuance of a C.O. b. 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. For all structures located "ithin the regulated floodplain and prior to project completion or granting of a Certificate of Occupancy Completion. certification must be submitted to the City that the first floor elevation is 1.0 feet or more above the 100-vear base flood elevation. The first 25' of a driveway from the existing 'p'" edge of pavement into the site shall be 1 surfaced with concrete, asphalt, brick paver or similar material. Contact Dept of Public t '' Works for ROW Permit 303-235-2861. ;r �u GII rk(,IC J CrAqN.J- V City of �pi�GY -M —rwy t�J�G� . Wheat jjdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not be construed as permission to allow any conditions to exist in violation of the codes of the City of Wheat Ridge 3 As part of the foundation inspection and PRIOR TO THE FIRST FRAMING INSPECTION, 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 to the city. 4 Burial depth requirements: Electrical - direct burial conductors shall be a minimum of 24 -inches deep, non-metallic conduit 18 -inches deep or 24 -inches under driveways. (IRC Table E3803.1) Water Lines - shall be a minimum of 36 -inches deep. (IRC P2603.6) Gas Service Piping - installed a minimum of 12 -inches below grade or 8 -inches below grade where serving individual outside appliances. An 18 AWG yellow insulated tracer wire must be installed adjacent to underground nonmetallic gas piping and terminate above grade at each end. (IRC G2415.1.2 and G2415.17.3) 5 Underground plumbing pipe shall have a solid and continuous load-bearing support. Piping cannot bear on rocks. Pipes passing under a footing or through foundation wall shall be provided with a relieving arch or a sleeve. Trenches parallel to footing shall not extend below the 45' plane of the edge of the footing. Water piping must be buried a minimum 36 -inches deep. Water service pipe may be installed in the same trench as the building sewer provided the sewer pipe material is listed for underground use within the building or the water service pipe is separated from the sewer by a minimum distance of 5 -feet horizontally or elevated at least 12 -inches above and to one side of the sewer line. 6 Frost depth to the bottom of the foundation footings must be as noted on the engineered plans. If not noted, the frost depth to the bottom of the footings must be a minimum of 30 -inches below finished grade. (IRC TableR301.2.1) 7 Caisson and helical pier foundations will not be inspected by Boulder County. A qualified, Colorado -licensed engineer must perform the placement, drilling, and reinforcement of drilled piers. A signed, sealed and dated inspection report must be provided to Building Inspection Services prior to the rough inspections R110.5.2.3) 8 A perimeter drain system that discharges to an approved drainage system is required around all foundations that enclose usable spaces below grade. Foundations that retain earth and enclose interior spaces below grade must be damp proofed. (IRC R405.1, R406.1) City of 9 Slabs below grade must maintain a minimum of 6 -inches above the design water table. The iditbfjnjjhai crawl space grade must be a minimum of 36 -inches above the design water table.( R401.2.1.3anjQ1_2.1:5) 10 Garage floor surfaces must be approved noncombustible materials. Floors must be sloped to the movement of liquids to a drain or toward the main vehicle entry doorway. (IRC R309.1) 11 Foundation plates and sills must be bolted to the foundation wall as prescribed on the engineered plans. If not noted, bolts shall have a minimum diameter of %-inch, embedded at least Tinches and spaced not more www.d.wheatridge.co.us city of Wiieat Rsc'gG pivisar'� than 6 -feet apart. A minimum of 2 bolts are required per plate section, with one bolt located within 12 -inches of each end of each plate. (IRC R403.1.6) Rough Framing and Wood Requirements 12 The complete rough inspection is to be made after the rough framing, rough electric, rough plumbing, and rough heat and ventilation are complete. The building should be fully enclosed with the roof covering and siding in place. 13 Protection from decay shall be provided in the following locations by the use of naturally durable wood or wood that is preservative treated in accordance with AWPA U1: (IRC R317) 14 Lumber, plywood, fiberboard, structural logs, and glued laminated timber must be identified by a grade mark or certificate of inspection issued by an approved agency. (IRC R502.1, R602.1, and R802.1) A. Wood joists closer than 18 -inches and wood girders closer than 12 -inches to grade located within foundation periphery.B. Wood framing members that rest on concrete or masonry foundation walls and are less than 8 - inches from the exposed ground. C. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground. D. Wood girders entering concrete or masonry walls with a clearance less than %-inch. E. Wood siding, sheathing, and wall framing less than 6 -inches above the ground. F. Wood members supporting moisture -permeable floors or roofs that are exposed to the weather. G. Wood furring strips or wood members attached directly to the interior of below grade exterior masonry or concrete walls. H. Wood in contact with the ground, embedded in concrete in direct contact with the ground or embedded in concrete exposed to the weather that supports permanent structures intended for human occupancy shall be approved pressure -preservative -treated wood. 13 Accessible under -floor areas shall be provided with a minimum 18 -inches x 24 -inches opening through the floor or 16 -inches x 24 -inches opening through the perimeter wall. When the access is through a below -grade wall an areaway of not less than 16 -inches x 24 -inches must be provided. Where equipment is located beneath the floor, the access opening must be within 20 -feet of the equipment and allow the removal of the largest piece of equipment. (IRC R408.4 and M1305.1.4) 14 Basements greater than 200 square feet and every sleeping room shall have at least one oferaf000f emergency and rescue opening or a door to the exterior. Wheat Vjjdge 15 Emergency escape and rescue openings shall meet the following requirements: A minimum\cle,ar,'widfkk' —' 20 -inches, a minimum clear height of 24 -inches, with a total net clear opening of 5 square feet for grade level windows and 5.7 square feet for all others. A sill height of not more than 44 inches measured from the finished floor to the bottom of the clear opening. Window wells for emergency escape and rescue shall provide a minimum net area of 9 square feet with minimum horizontal projection and width of 36 -inches. The area of the widow well shall allow the emergency escape and rescue opening to fully open. (IRC R310) 16 Columns must be restrained to prevent lateral displacement at the bottom end to insure against uplift. (IRC R301.2.1, R407.3) 17 Fire blocking shall be installed to cut off all concealed draft openings in the following locations: (IRC 302.11) A. In concealed spaces of stud walls and partitions, including furred spaces, vertically at the ceiling and floor levels, and at 10 -feet horizontal intervals. B, At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. C. In openings around vents, pipes, ducts, cable, wires, chimneys, fireplaces, and similar openings that afford a passage for fire at ceiling and floor levels. D. In concealed spaces between stair stringers at the top and bottom of the run, and between studs in line with the run of the stairs at unfinished walls. 18 At least one egress door shall be provided for each dwelling unit. The egress door shall be side -hinged, and shall provide a minimum clear width of 32 -inches (813 -mm) when measured between the face of the door and the stop, with the door open 90 degrees (1.57 rad). The minimum clear height of the door opening shall not be less than 78 -inches (1981 -mm) in height measured from the top of the threshold to the bottom of the stop. Other doors shall not be required to comply with these minimum dimensions. Egress doors shall be readily openable from inside the dwelling without the use of a key or special knowledge or effort. (IRC R311, R311.2) 19 There shall be a floor or landing on each side of each exterior door, except where a stairway with 2 or fewer risers located on the exterior side of the door, other than the required exit door, a landing is not required for the exterior side of the door. The landing must be no lower than 73/ -inches below the top of the threshold of the door provided the door does not swing over the landing. (IRC R311) 20 Stairways must be at least 36 -inches in width. Handrails shall not project more than 4% -inches. The maximum rise may not exceed 7% -inches. The minimum tread depth may not be less than 10 -inches. Minimum headroom is 6 -feet, 8 -inches. For stairways with solid risers a nosing of 3/ -inch to 1% -inches shall be provided. When open risers are used the opening between the treads shall not allow the passage of a 4 -inch sphere to pass through. Landings must be provided at the top and bottom of the stairway that is the width of the stairway measuring at least 36 -inches in the direction of travel. Handrails shall be provided on at least one side of stairways with 4 or more risers and ramps with a slope exceeding 1:12. Handrails shall be mounted 34 -inches to 38 -inches above the nosing of the treads. Handrails must be continuous for the entire length of the stairs and provided with a minimum space of 1% -inch between the wall and the handrail. Ends shall be returned or terminate in newel posts or safety terminals. See the requirements and more information. (IRC R311.7.8.2) 21 Handrail Grip Size Shall Be:A. Circular Handrails: 1% -inch to 2 -inches perimeter. B. Non -Circular:.. -inches to 6% -inches perimeter with a maximum cross section of 2Y4 -inches.( Perimeter Dimension Grea r %49 6%- inches: shall have a finger recess on both sides. \rgheat Ridge 22 Guards must be provided for porches, screened porches, balconies, fixed seating and raised h, 22 more than 30 -inches above the floor or grade below. Guards must have a minimum height of Ujn,rhqs. Open sides of stairs with a total rise of more than 30 -inches above the floor or grade below shall have guards not less than 36 -inches high. Intermediate rails shall not allow the passage of a 4 -inch sphere. (R312) Window fall protection must be provided for window openings less than 24 inches above the finished floor and more than 72 inches above grade or surface below. (R312.2) 23 Ceiling heights for habitable rooms, hallways, bathrooms, toilet rooms, laundry rooms, and basements shall be a minimum of 7 -feet measured from the finished floor to the lowest projection of the ceiling. Non -habitable basements may have a ceiling height of 6 -feet, 8 -inches with clearance below beams and ducts of 6 -feet, 4 - inches. Bathroom may have a ceiling height of 6 -feet, 8 -inches at the fixture front clearance area and over the fixture. (IRC R305.1) 24 Attic access must be provided for attics that exceed 30 square feet and that have a vertical height of 30 - inches or greater. The access must be located in a hall or readily accessible location with a minimum 22 -inches x 30 -inches access opening. The access must provide a minimum of 30 -inches headroom. (IRC R807) 25 Enclosed attic and rafter spaces must have cross ventilation for each space through screened openings. The total net free ventilating area shall not be less than 1 to 150 of the area of the space ventilated. The area may be reduced to 1 to 300 if 50-80% is provided by ventilators located in the upper portion of the space or if a vapor barrier not exceeding 1 perm is installed on the warm side of the ceiling. At least a 1 -inch space is required between the roof sheathing and the insulation at the location of the vent. (IRC R806) 26 Rafters must be framed to a minimum 1 -inch nominal ridge board that is not less than the depth of the cut end of the rafter or to each other using a gusset plate. Hip, and valley rafters shall be a minimum of 2 -inches and not less in depth than the cut end of the rafter. Hip and valley rafter shall be supported at the ridge by a brace to a bearing partition or be designed. (IRC R802.3) 27 Rafters and ceiling joists having a depth -to -thickness ratio exceeding 5:1 shall be provided with lateral support at points of bearing to prevent rotation. Rafters and ceiling joists having a depth -to -thickness ration exceeding 6:1 shall be supported laterally by solid blocking, diagonal bridging or a continuous 1 -inch by 3 -inch wood strip nailed across the rafters. (IRC R802.8) Roof trusses or rafters must be attached to supporting walls with approved hurricane clips. Trusses must be braced to prevent rotation and to provide lateral stability in accordance with the construction documents and the individual truss design drawings. (IRC R502.11.2, R802.11) 28 Trusses must be designed and fabricated in accordance with ANSI/TPI 1. A licensed professional shall prepare the truss design. Trusses must be legibly marked within 2 -feet of the center to identify the manufacturer, the design load, and the spacing. Truss engineering and layout must be provided at the site at the rough framing inspection. (IRC R502.11 and R802.10) 29 Roofing material installed in the mountain areas is limited to Class -"A" roof coverings. Wood roofs in the plain areas are limited to minimum Class "B" roof coverings. Shingle installation shall meet the manufacturer's high -wind installation procedures in areas where wind load is greater than 105 mph 3 sec gust( R301.2.1, R325). 30 All habitable rooms shall be provided with aggregate glazing area for natural light of not less an`F*Gpf Nfloor area of such rooms. The glazed areas need not be installed in rooms where section (M150 ) is satisfied and artificial light is provided at an average of 6 foot candles at a height of 30 inches. Wheat Ridge Building DwilsOn 31 Safety glazing shall be installed in the following hazardous locations and be permanently labele'd.41 safgWor tempered glazing: glazing panels in doors; glazing enclosing spas, bathtubs or showers; glazing panels adjacent and within 24 -inches of the edge of a door; glazing panels greater than 9 square feet within 18 -inches of the floor; glazing used for railings; glazing used for barriers for swimming pools and spas; and glazing enclosing stairways, landings, and ramps within 36 -inches horizontally of a walking surface. See the Boulder County Land (IRC R308) 32 Roofs decks and enclosed roofed areas must be provided with roof drains installed at the low point of each roof. Where roof drains are installed, overflow drains or scuppers are required. (IRC R903.4) 33 Exterior finish materials must conform to the conditions of your Site Plan Review to include: roof covering, siding, ignition resistant construction, color requirements, conforming light fixtures which comply with the approved lighting plan, and re -vegetation requirements. Glazing and Window Requirements 32 Skylights must be: (IRC R308.6 Table N1102.1) A. laminated glass (with restrictions). B. fully tempered glass (with retaining screen). C. Skylight U -factor required U-0.45. Skylights installed on roofs flatter than 3 units vertical to 12 units horizontal must be mounted on a curb 4 -inches above the roof. Heating and Ventilation Requirements 33 Crawl spaces shall be provided with conditioned air in compliance with Section N1102.2.9. Crawl space walls shall be insulated in accordance with Table N1102.1 or Table N 1102.1.2. Crawl space wall insulation shall be permanently fastened to the wall and extend downward from the floor to the finish grade level and then vertically and/or horizontally for a least an additional 24 -inches. Exposed earth in unvented crawl space foundations shall be covered with a continuous Class I vapor retarder with a minimum thickness of 10 -mil. All joints of the vapor retarder shall overlap by 6 -inches and be sealed and taped. The edges of the vapor retarder shall extend at least 6 -inches up the stem wall and shall be attached to the stem wall. N1102.2.9.2.2 Ventilated crawlspaces. Ventilated crawlspaces shall be provided with insulation in accordance with Table N1102.1. 34 A. Habitable rooms must be provided with outdoor openings for ventilation equal to at least 4% of the floor area and shall have heating facilities capable of maintaining 68' at 3 -feet above the floor and 2 -feet from exterior walls. B. The windows need not be openable in a room where an opening is not required to be an egress window and a mechanical ventilation system is capable of producing 0.35 air change per hour in that room, or a whole house mechanical ventilation system provides 15 cubic feet of outdoor air per minute. 35 Bathroom exhaust fans shall exhaust directly to the exterior and must be provided in bathrooms where windows of at least 3 square feet are not provided. The mechanical ventilation must be capable of-providin an exhaust capacity of 50 cfm intermittent or 20 cfm continuous exhaust. (IRC R303.3, M1507.4) city of a; -Ridge 36 Dryer vents must be rigid metallic, independent of all other systems, shall terminate outsid t etuilding, be equipped with a back draft damper, and sized and terminated per the manufacturer. The maxiriVTnifarlgth"of the exhaust duct shall be 35 -feet Unless a ` ( approved under the manufacturer's listing) from the conn�ectiori'to the transition duct from the dryer to the outlet terminal. Where fittings are used, the maximum length of the exhaust duct shall be 'reduced in accordance with (IRC Table M1502.4.4.1) Flexible transition ducts are limited to 8 -feet, shall not be concealed within construction, and shall be listed and listed per UL 2158A. (IRC M1502) 37 Appliances and equipment shall be installed in accordance with the conditions of their listing. Manufacturer's installation instructions must be available at the time of the inspection. (IRC G2408.1, M1307.1, M1401.1,(M1902.2) 38 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. 30 -inches of working depth and width shall be provided in front of the control side of an appliance. (IRC M1305.1) 39 Gas and solid fuel appliances located in a garage and hazardous locations shall be elevated so the source of ignition is at least 18 -inches above the floor. Rooms and spaces that are communicate directly with the garage and are not part of the living space shall be considered as part of the garage. Appliances located in garages must be installed at least 6 -feet above the floor or protected from motor vehicle impact. (IRC G2408.2, G2408.3) 40 Combustion air is required for all liquid fuel, solid fuel and gas appliances. (IRC M1701.1, G2407) 41 Gas burning appliances may not be located in or obtain combustion air from: a sleeping room, bathroom, toilet room, or storage closet unless it is a direct vent appliance or installed in an enclosure that opens only into a bedroom or bathroom in and such enclosure is provided with a solid weather-stripped door, a self-closing device and all combustion air is taken from the outdoors. (IRC G2406.2) 42 Gas logs installed in solid fuel burning fireplaces shall be tested in accordance with ANSI Z21.60 and installed per the manufacturer's installation instructions. Gas logs installed in bedrooms must be direct vent or provided with an approved source of outside combustion air. The approved gas log set must be installed in the Solid -fuel burning appliances at the final inspection. (IRC G2406, G2432, and G2434) 43 B, BW, and L vents and factory -built chimneys must be provided with a clearance to combustibles per them a manufacturer's listing. Where vents pass through insulated assemblies, they must be provided with an insulation shield. A clearance of 9 -inches is required between single wall vent connectors and combustibles. Gas vents must penetrate through the roof flashing, jack or thimble and terminate in a Chimneys listed cap or per the manufacturers listing. Decorative shrouds installed at terminations shall be listed and installed per the manufacturer. (IRC G2425, G2426, G2427) Electrical Requirements 44 All electrodes present at each structure shall be bonded together to form one grounding electrode system to include: Concrete Encased Electrodes (UFER), water piping, ground rings, grounding rods, and plate electrodes. Bonding shall ensure electrical continuity. The electrode conductor must be connecters in, p,! Y approved manner and inspected prior to concealing. (IRC E3607, E3608, E3609, E3610, E3611) id3e heatiR 45 All hot, neutral, and grounding conductors in electrical boxes shall be tied together with a echanicp6w-;sQ, connection at the time of rough inspection. 46 Recessed lighting fixture' must either be IC -rated or installed in a sealed box in which the insulation is at least 3 -inches from the light fixture. All recessed lights must be tightly sealed or gasketed to prevent air leakage through the fixture into the ceiling cavity. (IRC N1102.4.5) 47 Tamper -resistant Receptacle outlets are required in every kitchen, family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room or similar dwelling areas spaced so that no point along the wall line exceeds 6 -feet from an outlet. (IRC E3901, E3902, and 4002.1-4002.14)A. Counters 12 -inches in width or wider shall have receptacles placed no more than 20 -inches above the counter top and spaced so no point exceeds 24 -inches from an outlet. B. Island and peninsula counters with a length at least 24 -inches and a width of 12 -inches or greater must be equipped with at least one outlet. C. At least one receptacle shall be installed in a bathroom within 36 -inches of each basin. D. A least one receptacle outlet must be installed in each laundry, basement, attached garage and detached garage with power. F. At least one receptacle outlet that is accessible while standing at grade level and located not more than6-feet, 6 -inches (1981 -mm) above grade, shall be installed outdoors at the front and back of each dwelling unit having direct access to grade. Balconies, decks, and porches that are accessible from inside of the dwelling unit and that have a usable area of 20 square feet. F. Attics or crawlspaces containing equipment must be provided with at least one receptacle outlet within25-feet of the equipment. G. Hallways 10 -feet or more in length. 48 Two 20 -amp rated branch circuits shall serve receptacles in the kitchen, pantry, breakfast area, and dining area. At least one 20 -amp branch circuit shall supply bathroom receptacles and at least one 20 -amp branch circuit shall supply laundry. (IRC E3703.2, E3703.3, E3901) 50 Ground fault protection shall be provided on all 125 -volt, single phase, 15 and 20 -amp receptacles in the following locations: bathrooms, garages, unfinished grade level accessory buildings, at exterior locations, crawlspaces, unfinished basements, kitchen counters, within 6ft. of laundry, utility and wet bar sinks, boathouses, hydro massage, spa and hot tub locations. Receptacles must be in a readily accessible location. (IRCE3902, E3902.11) 51 Combination type Arc -Fault circuit interrupters must be installed on all 120 -volt 15 and 20 -amp branch circuit outlets in Receptacle outlets are required in every family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room, hallway, closets, and similar dwelling areas. (IRC 3902.12) 52 At least one wall switch -controlled lighting outlet shall be installed in every habitable room, bathroom, hallway, (10ft) stairway, attached garage, detached garage with electric power, and at the exterior side of each outdoor egress door having grade level access. Attics, under floor spaces, utility rooms and basements containing equipment or used for storage must be provided with a switch 53 Smoke alarms shall comply with UL 217. Smoke alarms are to be powered by the building's wiring operated light. (IRC E3903)with battery backup and shall be interconnected so the actuation of one alarm will activate all alarms in the dwelling unit. Smoke alarms shall be installed in the following locations: (IRC R314) A. In each sleeping room; B, Outside each sleeping area in the immediate vicinity of the bedrooms; and C. One on each additional story including basements. r144 54 Carbon Monoxide alarms are required in a single-family dwelling that has fuel -fired appliafireplace, or an attached garage. The alarm must be installed within 15 -feet of the entrance toroom. Must be listed by a nationally recognized, independent lab. Plugs into a dwelling's elect has a battery backup. They may be combined with a smoke -detecting device if the combined device complies with applicable law. (IRC R315) SS Clothes closet lighting shall be limited to surface -mounted or recessed incandescent fixtures with completely enclosed lamps, and surface -mounted or recessed fluorescent fixtures.Surface mounted fixtures shall be installed on the wall above the door or on the ceiling with the following clearances between the fixture and the nearest point of a storage space: (IRC E4003.12)A. Incandescent fixtures or LED shall have a minimum 12 -inch clearance. B. Fluorescent fixtures shall have minimum 6 -inch clearance. Recessed fixtures shall be installed in the wall or ceiling with the following clearances; A, Recessed incandescent fixtures shall have a minimum 6 -inch clearance to the nearest point of storage. B. Recessed fluorescent fixtures shall have a minimum 6 -inch clearance to the nearest point of storage. 56 Working space must be provided around energized equipment for servicing and maintenance. The minimum dimensions shall not be less than 36 -inches in depth and 30 -inches in width in front of the equipment. Working space shall extend to at least 6 -feet, 6 -inches above the floor. (IRC E3405.2) 57 Electrical fixtures installed in wet or damp locations shall be installed so that water cannot enter or accumulate n wiring compartments or other electrical parts. Fixtures installed in wet locations must be labeled "suitable for wet locations". Fixtures installed in damp locations must be labeled "suitable for damp locations" or "suitable for wet locations". Switches or circuit breakers located in wet locations or outdoors must be enclosed in a weatherproof enclosure. Outdoor receptacles must have a weatherproof enclosure and an in -use cover. Cord -connected fixtures, hanging fixtures, track lighting, pendants, and ceiling fans shall not be located within3-feet horizontally and 8 -feet vertically from the top of a tub or shower rim. (IRC E4003.9, E4002.8, E4002.9, (E4002. 10, E4003.9, E4003. 10, E4003. 11) Plumbing Requirements 58 DWV systems shall be tested on compellation of the rough piping installation by water or for piping system other than plastic by air with no evidence of leakage. Either test shall be applied to the drainage system in its entirety or in sections after rough piping has been installed . I) Water test 10 feet above the highest fitting connection or to the highest point of the completed system. The system shall prove leak free for 15 minutes. 2) Air test shall maintain 5lbs of pressure for 15 minutes. 59 Piping must be inspected and tested prior to concealing. It shall be protected against physical damage and it must be approved for use and bear the identification of the manufacturer. (IRC P2503, P2603, P2608.1) 60 Bathtubs, walls above bathtubs with shower heads, shower floors, and shower compartments shall be finished with a non-absorbent surface which extends to a height not less than 6' above the floor. Showers must have a minimum 900 square inches of interior area and a minimum dimension in each direction of 30 -inches. Shower valves must be pressure balance/thermostatic mixing valves. Shower receptors shall have a curb threshold not less than 1 -inch below the sides and back of the receptor. The curb shall measure a mini um of 2 -inches to a maximum of 9 -inches above the top of the drain. (IRC R307, P2708, P2709) , 61 The centerline of toilets or bidets shall not be less than 15 -inches from adjacent walls or t and lavatories must have a minimum clear space of 21 -inches in front of the fixture. Lavatoril clearance to wall or to a toilet. (IRC P2705) 62 Showers and tub/shower'combinations shall have control valves of the pressure balance, thermostatic mixing or combination pressure balance/thermostatic mixing valve types with high limit stop per ASSE 1016 or CSAB125.1. Tubs shall also have a control valve as listed for a shower or a water -temperature -limiting device that conforms to ASSE 1070. The high limit stop for a device shall be set to a maximum of 120°. (IRC P2708.3,P2713.3) 63 Shower doors shall have safety glazing; hinged show door shall open outward. (R308.4.5 , P2708.1) 64 Backflow prevention must be provided to prevent contamination of potable water. This includes but is not limited to: hose connections, irrigation systems, boilers, solar systems, fire sprinklers, and dishwashers. Backflow device must be inspected and approved by a Yd party agency. (IRCP2902.2, Table P2902.3, P2717) Insulation 6S R-20 Walls R-49 Ceiling R-19 Crawlspace Window U -Factor .32 Floor R-30 66 Supply Ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to minimum R-6. ( N 1103.2. 1) 67 Combustible insulation shall be separated a minimum of 3 -inches from fan motors and heat -producing devices. Insulation shields must be provided where vents pass thorough insulated assemblies and must terminate at least 2 -inches above attic insulation materials. Can lights must be airtight if located in the building envelope. (G2426.4) Class I or II vapor retarders are required on the interior side of the insulation in framed walls, floors and roof/ceilings of the building's thermal envelope. The vapor barrier is not required in construction where moisture or freezing will not damage the materials, or where the framed cavity (or space) is ventilated to allow moisture to escape. A vapor retarder is not recommended on a concrete basement foundation wall or in a shower /bath compartment (IRC 702.7, R702.7.1). Wallboard Requirements 68 The garage shall be separated from the residence and its attic by materials of not less than %-inch gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5 8 -inch Type X gypsum board. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also be protected by not less than %-inch gypsum board. (IRC R302.6) Openings between the garage and residence shall be equipped with solid wood doors not less than 1 -inch in thickness, solid or honeycomb core steel doors not less than 1 -inch thick, or 20 -minute fire -rated doors. Openings are prohibited between garages and rooms used for sleeping. (11302.5.1 )Doors between attached garages and living space shall be weather stripped to the degree necessary to make them airtight and shall,be self-closing and self -latching. 69 Enclosed accessible spac6under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with %-inch gypsum board (IRC R302.7). 70 Cement, fiber -cement, glass mat gypsum backer and fiber reinforced gypsum in compliance with ASTM C 1288, C 1325, C1 178, or C1 178 and installed in accordance with manufacturer recommendations shall be used as backers for wall tile in tub and shower areas and wall panels in shower areas. (IRC R702.4.2) 71 Nail spacing for gypsum board lh gypum board Ceiling 16oc, 7", nails 12", Type S screws %2 wall spacing 24"OC, 8" nail spacing. 12"OCscrews. 5/8 ceiling board 16"OC, 7"nails 12"spacing, screws 24OC 8". 72 Water-resistant gypsum backing board used as the base or backer for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1178 or C1278. It is permitted on ceilings where framing spacing does not exceed 12 -inches o.c. for %-inch thick or 16 -inches o.c. for 5 8 -inch thick gypsum board. Water-resistant gypsum board shall not be installed over a vapor retarder in a shower or tub compartment and may not be used where there will be direct exposure to water, or in areas of continuous high humidity. All cut and exposed edges shall be sealed. (IRC R702.3.8) 73 Floor assemblies, not required elsewhere in this code to be fire resistance rated, shall be provided with a inch gypsum wall board membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member.(IRC 501.3) Final Inspection Requirements 74 Buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. (IRC 319) 75 All dwellings shall have a controlled method of water dispersal from roofs that will collect and discharge all roof drainage at least 5 -feet from the foundation. Gutters, downspouts, downspout extensions shall be deemed adequate to meet these requirements. Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6 -inches within the first 10 -feet. (IRC R401.3 and R801.3) Swimming pools, fountains, hot tubs, spas, and hydro -massage "Jacuzzi" tubs and similar installations shall comply with all provisions of the IRC for the approval of bonding equipment and lighting. All 15 and 20 amp, single-phase 125 -volt receptacles located within 20 -feet of the inside walls of pools, outdoor spas and hot tubs shall be protected by a GFCI. Motors and equipment must be accessible without damaging the building structure or building finish. (IRC E4202, E4203, EE4204, E4205, E4206) The reinforcing shell of the pool shell, metal forming shells, coping stones, deck, brackets of niche fixtures, metal fittings, and electrical equipment, located less than 5 -feet horizontally and less than 12 -feet above maximum water level of swimming pools and built in place hot tubs shall be bonded together. T 'parts specified above shall be connected to an equipotential bonding grid. (IRC E4204.2) /yh c'yof e 7500 W. 29T" Ave eo%�a% Wheat Ridge, Co 80033-8001 O,`- 303-235-2878 11V% Load Short Form Job: NS1619 wrightsoft® Date: 6/22/17 AM By: AMS of Indiana, Inc. AMS of Indiana, Inc. 3933 E. Jackson Blvd., Elkhart, IN 46516 Phone: 574-293-5526 Email: eng-ams@comcast.net Project Information For: NORTHSTAR SYSTEMBUILT NS1619 Design Information Htg Clg Infiltration Outside db (°F) 1 94 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 70 19 Fireplaces 1 (Average) Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/Ib) 34 -40 HEATING EQUIPMENT Make Generic Trade Model TG9S060B12MP11 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 96AFUE Area (ft2) 60000 Btuh 44694 Btuh 42 OF 1188 cfm 0.049 cfm/Btuh 0.50 in H2O COOLING EQUIPMENT Make Generic Trade Cond SEER 14.0 Coil AHRI ref Efficiency 12.2 EER, Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 14 SEER Area (ft2) 19290 Btuh 8267 Btuh 27557 Btuh 1188 cfm 0.061 cfm/Btuh 0.50 in H2O 1.00 0 ROOM NAME 882 Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FAM/DIN 495 8263 8850 407 542 HALL 196 0 0 0 0 FLEX 135 3131 1226 154 75 STAIRS 88 0 0 0 0 PAN 23 0 0 0 0 LAUNDRY 122 2233 1075 110 66 MECH 41 0 0 0 0 FOYER 79 3165 1926 156 118 KIT/NOOK 360 6238 5452 307 334 1/2 BA 51 1115 55 54 o%ry of Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wheat wri htsoft° gu217-Jul-1314` 9 Right -Suite® Universal 2017 17.0.17 RSU02009 1119/V/$� F:\DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S A H 1 1591 24145 19411 1188 1188 Other equip loads 0 0 Equip. @ 0.99 RSM 19294 Latent cooling 0 TnTel Q 1=.01 13A -4 AG 10n[]A 4400 I- 1 100 1100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSoft" Right -Suite® Universal 2017 17.0.17 RSU02009 +� F:\DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S + wrightsofte Load Short Form AH2 AMS of Indiana, Inc. 3933 E. Jackson Blvd., Elkhart, IN 46516 Phone: 574-293-5526 Email: eng-ams@comcast.net iL'roject intormation For: NORTHSTAR SYSTEMBUILT NS1619 Job: NS1619 Date: 6/22/17 By: AMS of Indiana, Inc. Design Information Htg Cig Infiltration Outside db (°F) 1 94 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 70 19 Fireplaces 1 (Average) Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/Ib) 34 -40 HEATING EQUIPMENT Make Luxaire Trade Luxaire Model TG9S060B12MP11 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat COOLING EQUIPMENT 14 SEER Area (ftz) Make Generic Btuh 7002 Trade 23339 Btuh Cond SEER 14.0 cfm 0.055 Coil 0.60 in H2O AHRI ref 96 AFUE 70 Efficiency 12.2 EER, 60000 Btuh Sensible cooling 44694 Btuh Latent cooling 36 'F Total cooling 1391 cfm Actual air flow 0.037 cfm/Btuh Air flow factor 0.60 in H2O Static pressure CL 34 Load sensible heat ratio 14 SEER Area (ftz) 16337 Btuh 7002 Btuh 23339 Btuh 1391 cfm 0.055 cfm/Btuh 0.60 in H2O 1.00 1073 ROOM NAME Area (ftz) Htg load (Btuh) Cig load (Btuh) Htg AVF (cfm) Cig AVF (cfm) M BED 217 4525 3669 167 203 MBA 135 1898 1073 70 60 M CL 58 1815 633 67 35 STAIRS2 89 0 0 0 0 C 28 0 0 0 0 CL 34 0 0 0 0 BA2 65 453 151 17 8 HALL 2 116 0 0 0 0 B2 129 2145 2699 79 150 B3 153 2770 1967 102 109 B4 169 1682 1409 - 62 78 FAM 2 323 5723 4848 211 269 RCINIIC In7G iaaA7 ocon �4c +vim i vvvc V 1 J / // city t? Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r + wrightsoft° Right -Suite® Universal 2017 17.0.17 RSU02009 14CCA F:\DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S lul-13 14:16:53 0iVjS0 Page 3 AH2 2540 37657 25082 1391 1391 Other equip loads 4110 1147 Equip. @ 0.99 RSM 26072 Latent cooling 0 TnTe l Q Orgy n A i 7r_Q ncn713 , on, 4911, 1 .1 — --- — 1 w cvv i s 1 J-7 I 1 J.7 I City of Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 Wheat Ridge wrightsoft, Right -Suite® Universal 2017 17.0.17 RSU02009 J4C0' F:\DS\Northstar System built\N S1 619. rup Calc = MJ8 Front Door faces: S 1RIIAR + - wrightsoft® Project Summar Job: NS1619 Y Date: 6!22/17 AM By: AMS of Indiana, Inc. AMS of Indiana, Inc. 3933 E. Jackson Blvd., Elkhart, IN 46516 Phone: 574-293-5526 Email: eng-ams@comcast.net For: NORTHSTAR SYSTEMBUILT NS1619 Notes: Weather: Denver Internationa, CO, US Winter Design Conditions Outside db 1 OF Inside db 70 °F Design TD 70 IF Heating Summary Structure 21740 Btuh Ducts 2405 Btuh Central vent (0 cfm) 0 Btuh (none) Humidification 0 Btuh Piping 0 Btuh Equipment load 24145 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 1 (Average) Heatin Cooling Area (ft2 159 1591 Volume (ft3) 14996 14996 Air changes/hour 0.39 0.19 Equiv. AVF (cfm) 98 46 Heating Equipment Summary H Make Generic Relative humidity Trade % Model TG9S060B12MP11 -40 AHRI ref Sensible Cooling Equipment Load Sizing Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 96 AFU E 60000 Btuh 44694 Btuh 42 °F 1188 cfm 0.049 cfm/Btuh 0.50 in H2O Summer Design Conditions Outside db 94 OF Inside db 75 °F Design TD 19 IF Daily range H in H2O Relative humidity 50 % Moisture difference -40 gr/Ib Sensible Cooling Equipment Load Sizing Structure 18440 Btuh Ducts 971 Btuh Central vent (0 cfm) 0 Btuh ( none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Equipment sensible load 19294 Btuh Latent Cooling Equipment Load Sizing Structure -821 Btuh Ducts -150 Btuh Central vent (0 cfm) 0 Btuh ( none) 0.50 in H2O Equipment latent load 0 Btuh Equipment total load 19294 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Generic Trade Cond SEER 14.0 Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 12.2 EER, 14 SEER 19290 Btuh 8267 Btuh 27557 Btuh 1188 cfm 0.061 cfm/Btuh 0.50 in H2O 1.00 City of Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. (_V1Vhea'&'09e ^.` + Wrightsoft` Right -Suite® Universal 2017 17.0.17 RSU02009 �� F:\DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S Project Summar Job: NS1619 +- wrightsoft® Date: 6/22/17 AH2 By: AMS of Indiana, Inc. AMS of Indiana, Inc. 3933 E. Jackson Blvd., Elkhart, IN 46516 Phone: 574-293-5526 Email: eng-ams@comcast.net Prooect Information For: NORTHSTAR SYSTEMBUILT NS1619 Notes: Weather: Denver Internationa, CO, US Winter Design Conditions Outside db 1 °F Inside db 70 IF Design TD 70 °F Heating Summary Structure 28953 Btuh Ducts 8704 Btuh Central vent (66 cfm) 4110 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 41768 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 1 (Average) Heating Cooling Area (ftz) 2540 2540 Volume (ft3) 21770 21770 Air changes/hour 0.41 0.19 Equiv. AVF (cfm) 149 70 Heating Equipment Summary H Make Luxaire Relative humidity Trade Luxaire % Model TG9S060B12MP11 -40 AHRI ref Sensible Cooling Equipment Load Sizing Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 96 AFUE 60000 Btuh 44694 Btuh 36 °F 1391 cfm 0.037 cfm/Btuh 0.60 in H2O Summer Design Conditions Outside db 94 °F Inside db 75 °F Design TD 19 IF Daily range H Relative humidity 50 % Moisture difference -40 gr/lb Sensible Cooling Equipment Load Sizing Structure 19075 Btuh Ducts 6006 Btuh Central vent (66 cfm) 1147 Btuh Outside air in H2O Load sensible heat ratio Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Equipment sensible load 26072 Btuh Latent Cooling Equipment Load Sizing Structure -149 Btuh Ducts -442 Btuh Central vent (66 cfm) -1450 Btuh Outside air 12.2 EER, 14 SEER Equipment latent load 0 Btuh Equipment total load 26072 Btuh Req. total capacity at 0.70 SHR 3.1 ton Cooling Equipment Summary Make Generic Trade Cond SEER 14.0 Coil AHRI ref Efficiency 12.2 EER, 14 SEER Sensible cooling 16337 Btuh Latent cooling 7002 Btuh Total cooling 23339 Btuh Actual air flow 1391 cfm Air flow factor 0.055 cfm/Btuh Static pressure 0.60 in H2O Load sensible heat ratio 1.00 Calculations approved by ACCA to meet all WIYghtsoft` Right -Suite® Universal 2017 17.0.17 RSU02009 gypF:\DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S City Of eat f-, - rements of Manual J 8th Ed. (,9,pv)5 ,;, � 2017Ot11-10;d4:1 2 1ST FLOOR Job M NS1619 Performed by AMS of Indiana, Inc. for: NORTHSTAR SYSTEMBUILT NS1619 AMS of Indiana, Inc. 3933 E. Jackson Blvd. Elkhart, IN 46516 Phone: 574-293-5526 eng-ams@comcast.net c1ty 01 126i9e wsal 2017 17:0.17-RSU02009 2017 -Ad -13,14:16:59 Northstar Systeribbilt\NS1619.rup 2ND FLOOR Job #: NS1619 Performed by AMS of Indiana, Inc. for: NORTHSTAR SYSTEMBUILT NS1619 AMS of Indiana, Inc. 3933 E. Jackson Blvd. Elkhart, IN 46516 Phone: 574-293-5526 eng-ams@comcast.net Ciro zI an Otm S f: 125 Page 2 Righ _Suite® Universal 2017 1 :D;17 RSU02009 2017 -Jul -13 14:16:59 Northstar SystembuiltWS1619.rup wrightsoft® Duct System Summary AM AMS of Indiana, Inc. 3933 E. Jackson Blvd., Elkhart, IN 46516 Phone: 574-293-5526 Email: eng-ams@comcast. net Project• • For: NORTHSTAR SYSTEMBUILT NS1619 Job: NS1619 Date: 6/22/17 By: AMS of Indiana, Inc. Supply Branch Detail Table Name Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply / return available pressure 0.405 / 0.095 in H2O 0.405 / 0.095 in H2O Lowest friction rate 0.151 in/100ft 0.151 in/100ft Actual air flow 1188 cfm 1188 cfm Total effective length (TEL) Oxo VIFx 332 ft Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Mail Actual Ln (ft) Ftg.Egv Ln (ft) Trunk 1/2 BA h 1115 55 54 0.169 6.0 Ox 0 VIFx 24.0 215.0 st19 FAM/DIN c 1770 81 108 0.154 6.0 Oxo VIFx 27.5 235.0 st16 FAM/DIN-A c 1770 81 108 0.151 6.0 Oxo VIFx 23.8 245.0 st16 FAM/DIN-B C 1770 81 108 0.158 6.0 Ox 0 VIFx 40.3 215.0 st16 FAM/DIN-C c 1770 81 108 0.151 6.0 Oxo VIFx 22.8 245.0 st17 FAM/DIN-D c 1770 81 108 0.157 6.0 Oxo VIFx 32.5 225.0 st16 FLEX h 1565 77 38 0.159 6.0 0x0 VIFx 30.0 225.0 st18 FLEX -A h 1565 77 38 0.165 6.0 Oxo VIFx 29.8 215.0 st18 FOYER h 3165 156 118 0.159 6.0 Ox 0 VIFx 18.8 235.0 st18 KIT/NOOK c 1817 102 111 0.153 6.0 Oxo VIFx 40.3 225.0 st17 KIT/NOOK-A c 1817 102 111 0.157 6.0 Oxo VIFx 43.3 215.0 st17 KIT/NOOK-B c 1817 102 111 0.153 6.0 Oxo VIFx 30.3 235.0 st17 LAUNDRY h 2233 110 66 0.169 6.0 Ox 0 VIFx 14.3 225.0 st19 Supply Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st16 Peak AVF 325 433 0.151 547 9.8 19 x 6 RectFbg st2 st18 Peak AVF 310 193 0.159 391 8.5 19 x 6 RectFbg st3 st19 Peak AVF 165 120 0.169 208 6.7 19 x 6 RectFbg st3 st17 Peak AVF 388 442 0.151 558 9.8 19 x 6 RectFbg st2 st3 Peak AVF 474 313 0.159 488 10.0 14 x 10 RectFbg st2 Peak AVF 1 713 1 875 1 0.151 1 900 1 12.7 1 14 x 10 1 RectFbg Bold/italic values have been manually overridden ,: + wrightsoft" Right -Suite® Universal 2017 17.0.17 RSU02009 14C'CR F:\DS\Norihstar System built\NS1619.rup Calc = MJ8 Front Door faces: S Return Branch Detail Table Name Grille Size (in) Htg (cfm) Cig (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb3 24x 23 1188 1188 63.4 0.151 672 18.0 Ox 0 VIFx O' 01 h�e� et 1". wrightsoft' Right•Suite® Universal 2017 17.0.17 RSU02009 �� F:\DS\Northstar System built\NS1619.rup Calc = MJ8 Front Door faces: S I- wrightsoft¢ Duct System Summary AH2 AMS of Indiana, Inc. 3933 E. Jackson Blvd., Elkhart, IN 46516 Phone: 574-293-5526 Email: eng-ams@comcast.net For: NORTHSTAR SYSTEMBUILT NS1619 Job: NS1619 Date: 6/22/17 By: AMS of Indiana, Inc. Name Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.20 in H2O 0.20 in H2O Available static pressure 0.40 in H2O 0.40 in H2O Supply / return available pressure 0.334 / 0.066 in H2O 0.334 / 0.066 in H2O Lowest friction rate 0.064 in/100ft 0.064 in/100ft Actual air flow 1391 cfm 1391 cfm Total effective length (TEL) c 1409 62 628 ft 0.066 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 B2 c 2699 79 150 0.120 6.0 Ox 0 VIFx 14.0 265.0 st10 B3 c 1967 102 109 0.064 7.0 Ox 0 VIFx 59.0 465.0 st8 B4 c 1409 62 78 0.066 6.0 Ox 0 VIFx 49.5 460.0 st8 BA2 h 453 17 8 0.116 6.0 Oxo VIFx 17.3 270.0 stlo BONUS h 2378 88 68 0.084 6.0 Ox 0 VIFx 56.0 340.0 st4 BONUS -A h 2378 88 68 0.101 6.0 Ox 0 VIFx 45.3 285.0 st6 BONUS -B h 2378 88 68 0.074 6.0 Ox 0 VIFx 79.5 370.0 st4A BONUS -C h 2378 88 68 0.101 6.0 Ox 0 VIFx 54.8 275.0 st6 BONUS -D h 2378 88 68 0.074 6.0 Ox 0 VIFx 93.6 360.0 st4A BONUS -E h 2378 88 68 0.076 6.0 Ox 0 VIFx 86.8 350.0 st4A BONUS -F h 2378 88 68 0.084 6.0 Ox 0 VIFx 67.8 330.0 st4 FAM 2 c 1616 70 90 0.106 6.0 Ox 0 VIFx 35.3 280.0 st10 FAM 2-A c 1616 70 90 0.099 6.0 Ox 0 VIFx 41.7 295.0 st10 FAM 2-B c 1616 70 90 0.110 6.0 Ox 0 VIFx 28.8 275.0 st10 M BED c 1834 84 102 0.113 6.0 Ox 0 VIFx 26.5 270.0 st11 M BED -A c 1834 84 102 0.117 6.0 Ox 0 VIFx 20.3 265.0 st11 M CL h 1815 67 35 0.068 6.0 Ox 0 VIFx 44.5 445.0 st14 MBA h 1898 70 60 0.067 6.0 Ox 0 V I Fx 45.0 450.0 st 14 Bold/italic values have been manually overridden + wrightsoft' Right -Suite® Universal 2017 17.0.17 RSU02009 Ck F:\DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S Clty o" 1VhL A. 2017 -Jul -1714:16-53 l/Spy Page 3 Supply Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st8 Peak AVF 164 187 0.064 421 8.5 16 x 4 RectFbg st7 st4A Peak AVF 264 205 0.074 593 9.4 16 x 4 RectFbg st4 st4 Peak AVF 439 342 0.074 555 11.4 19 x 6 RectFbg st6 st6 Peak AVF 615 479 0.074 777 12.9 19 x 6 RectFbg st10 st10 Peak AVF 1087 1093 0.064 937 15.6 21 x 8 ShtMetl st1 st14 Peak AVF 137 95 0.067 309 7.5 16 x 4 RectFbg st13 st11 Peak AVF 304 298 0.067 384 10.1 19 x 6 RectFbg st1 st7 Peak AVF 164 187 0.064 490 8.5 11 x 5 RectFbg st10 st13 Peak AVF 137 95 0.067 359 7.5 11 x 5 RectFbg st11 st1 Peak AVF 1391 1391 0.064 1138 14.8 16 x 11 RectFbg Return Branch Detail Table Name Grille Size (in) HtgClg (cfm) (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb8 12x 10 264 205 89.2 0.074 336 12.0 ax 0 Peak AVF VIFx 187 rb4 12x 14 351 274 99.0 0.067 447 12.0 Ox 0 427 VIFx 544 rb7 Ox 0 62 78 78.0 0.085 224 8.0 Ox 0 VIFx rti rb2 Ox 0 211 269 75.7 0.087 493 10.0 Ox 0 VIFx rt2 rb5 Ox 0 304 298 70.3 0.094 387 12.0 Ox 0 VIFx rb6 Ox 0 102 109 86.0 0.077 313 8.0 Ox 0 VIFx rt1 rbi Ox 0 96 158 103.7 0.064 453 8.0 Ox 0 VIFx rt2 Return Trunk Detail Table Bold/italic values have been manually overridden .—:_- + wrightsoft. Right.Suite® Universal 2017 17.0.17 RSU02009 ACCK F:\DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S City of Wheat Ridge E3uiiding Divisono 20*74,�TV53 Page 4 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 164 187 0.077 238 12.0 0 x 0 VinlFlx rt2 Peak AVF 307 427 0.064 544 12.0 0 x 0 VinlFlx Bold/italic values have been manually overridden .—:_- + wrightsoft. Right.Suite® Universal 2017 17.0.17 RSU02009 ACCK F:\DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S City of Wheat Ridge E3uiiding Divisono 20*74,�TV53 Page 4 6X I_ 18'-7" 9 o Load Short Form Job: NS1619 wri htsoft Date: 6/22/17 AM By: AMS of Indiana, Inc. AMS of Indiana, Inc. 3933 E. Jackson Blvd., Elkhart, IN 46516 Phone: 574-293-5526 Email: eng-ams@comcast.net w7'roject Information For: NORTHSTAR SYSTEMBUILT NS1619 Design Information Htg Clg Infiltration Outside db (°F) 1 94 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 70 19 Fireplaces 1 (Average) Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/Ib) 34 -40 HEATING EQUIPMENT Make Generic Trade Model TG9S060B12MP11 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 96 AFUE Area (ft2) 60000 Btuh 44694 Btuh 42 OF 1188 cfm 0.049 cfm/Btuh 0.50 in H2O COOLING EQUIPMENT Make Generic Trade Cond SEER 14.0 Coil AHRI ref Efficiency 12.2 EER, Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 14 SEER Area (ft2) 19290 Btuh 8267 Btuh 27557 Btuh 1188 cfm 0.061 cfm/Btuh 0.50 in H2O 1.00 0 ROOM NAME 882 Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FAM/DIN 495 8263 8850 407 542 HALL 196 0 0 0 0 FLEX 135 3131 1226 154 75 STAIRS 88 0 0 0 0 PAN 23 0 0 0 0 LAUNDRY 122 2233 1075 110 66 MECH 41 0 0 0 0 FOYER 79 3165 1926 156 118 KIT/NOOK 360 6238 5452 307 334 1/2 BA 51 1115 1' 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ^t wrightsoft, Right -Suite® Universal 2017 17.0.17 RSU02009 ACCK F:\DS\Northstar System built\NS1619.rup Calc = MJ8 Front Door faces: S City of Wheat Ridge P 16:53 Page 1 AH1 1591 24145 19411 1188 1188 Other equip loads 0 0 Equip. @ 0.99 RSM 19294 Latent cooling 0 TnTAIC 1r101 7AIIA G Ianee „ no .. 1100 - i 100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .` + Wrightsoft° Right -Suite® Universal 2017 17.0.17 RSU02009 lil�.lTi•P F:\DS\Northstar System built\NS1619.rup Calc = MJ8 Front Door faces: S City of Wheat Ridge Building Divison 2017 -Jul -13 14:16:53 Page 2 9 ® Load Short Form Job: NS1619 wri htsoft Date: 6/22/17 AH2 By: AMS of Indiana, Inc. AMS of Indiana, Inc. 3933 E. Jackson Blvd., Elkhart, IN 46516 Phone: 574-293-5526 Email: eng-ams@comcast.net L'roject intormation For: NORTHSTAR SYSTEMBUILT NS1619 D- • • • Htg Clg Infiltration Outside db (°F) 1 94 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 70 19 Fireplaces 1 (Average) Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/Ib) 34 -40 HEATING EQUIPMENT COOLING EQUIPMENT Make Luxaire Area (ft2) 16337 Make Generic Trade Luxaire Btuh 23339 Trade Model TG9S060B12MP11 cfm 0.055 Cond SEER 14.0 AHRI ref in H2O 1.00 Coil 70 60 M CL AHRI ref Efficiency 96AFUE 67 Efficiency 12.2 EER, Heating input 60000 Btuh Sensible cooling Heating output 44694 Btuh Latent cooling Temperature rise 36 'F Total cooling Actual air flow 1391 cfm Actual air flow Air flow factor 0.037 cfm/Btuh Air flow factor Static pressure 0.60 in H2O Static pressure Space thermostat 116 0 Load sensible heat ratio 14 SEER Area (ft2) 16337 Btuh 7002 Btuh 23339 Btuh 1391 cfm 0.055 cfm/Btuh 0.60 in H2O 1.00 1073 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) M BED 217 4525 3669 167 203 MBA 135 1898 1073 70 60 M CL 58 1815 633 67 35 STAIRS2 89 0 0 0 0 C 28 0 0 0 0 CL 34 0 0 0 0 BA2 65 453 151 17 8 HALL 2 116 0 0 0 0 B2 129 2145 2699 79 150 B3 153 2770 1967 102 109 B4 169 1682 1409 628 FAM 2 323 5723 4848 211 269 IQ 1nor 1an7 aor-13nPnKll on car h Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wheat Ridge ;`— * wrightsoft, Right -Suite® Universal 2017 17.0.17 RSU02009 k+ F:\DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S AH2 2540 37657 25082 1391 1391 Other equip loads 4110 1147 Equip. @ 0.99 RSM 26072 Latent cooling 0 Tr)Te I C OGAl1 A, 7c4 0n77 41 4 v i r.w �.rry i i vv wv i G 1 0 7 1 13.7 I Cjlk oI v✓ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. heat y! wrightSOftv Right -Suite® Universal 2017 17.0.17 RSU02009 1440CA F:\DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S + wrightsoft® AHject Summary AMS of Indiana, Inc. 3933 E. Jackson Blvd., Elkhart, IN 46516 Phone: 574-293-5526 Email: eng-ams@comcast.net Proiect Information For: NORTHSTAR SYSTEMBUILT NS1619 Notes: Design Information Weather: Denver Internationa, CO, US Winter Design Conditions Outside db 1 OF Inside db 70 IF Design TD 70 °F Heating Summary Structure 21740 Btuh Ducts 2405 Btuh Central vent (0 cfm) 0 Btuh (gone) Humidification 0 Btuh Piping 0 Btuh Equipment load 24145 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 1 (Average) He tin 1519g Cooling 1591 14996 14996 0.39 0.19 98 46 Heating Equipment Summary Make Generic Trade Model TG9S060B12MP11 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 96 AFU E 60000 Btuh 44694 Btuh 42 OF 1188 cfm 0.049 cfm/Btuh 0.50 in H2O Job: NS1619 Date: 6/22/17 By: AMS of Indiana, Inc. Summer Design Conditions Outside db 94 °F Inside db 75 IF Design TD 19 IF Daily range H Relative humidity 50 % Moisture difference -40 gr/Ib Sensible Cooling Equipment Load Sizing Structure 18440 Btuh Ducts 971 Btuh Central vent (0 cfm) 0 Btuh (none) cfm Air flow factor Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Equipment sensible load 19294 Btuh Latent Cooling Equipment Load Sizing Structure -821 Btuh Ducts -150 Btuh Central vent (0 cfm) 0 Btuh ( none) Equipment latent load 0 Btuh Equipment total load 19294 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Generic Trade Cond SEER 14.0 Coil AHRI ref Efficiency 12.2 EER, 14 SEER Sensible cooling 19290 Btuh Latent cooling 8267 Btuh Total cooling 27557 Btuh Actual air flow 1188 cfm Air flow factor 0.061 cfm/Btu Static pressure 0.50 i H20° Load sensible heat ratio 1.00 c,ty of Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wheat Rildge I&KA Wrightsoft Right -Suite® Universal 2017 17.0.17 RSU02009 20 �1:lrisl e 1 Page 1 F:\DS\Northstar System Calc = MJ8 Front Door faces: S Project Summar Job: NS1619 wrightsoft® Date: 6/22/17 AH2 By: AMS of Indiana, Inc. AMS of Indiana, Inc. 3933 E. Jackson Blvd., Elkhart, IN 46516 Phone: 574-293-5526 Email: eng-ams@comcast.net Project Information For: NORTHSTAR SYSTEMBUILT NS1619 Notes: Design Information Weather: Denver Internationa, CO, US Winter Design Conditions Outside db 1 °F Inside db 70 °F Design TD 70 °F Heating Summary Structure 28953 Btuh Ducts 8704 Btuh Central vent (66 cfm) 4110 Btuh Outside air Relative humidity Trade Luxaire Humidification 0 Btuh Piping 0 Btuh Equipment load 41768 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 1 (Average) Area ft 2 HeatingCooling 2540 Volume (ft3) 21770 21770 Air changes/hour 0.41 0.19 Equiv. AVF (cfm) 149 70 Heating Equipment Summary H Make Luxaire Relative humidity Trade Luxaire % Model TG9S060B12MP11 -40 AHRI ref Sensible Cooling Equipment Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 96 AFU E 60000 Btuh 44694 Btuh 36 OF 1391 m 0.037 cfm/Btuh 0.60 in H20 Summer Design Conditions Outside db 94 °F Inside db 75 IF Design TD 19 OF Daily range H Relative humidity 50 % Moisture difference -40 gr/Ib Sensible Cooling Equipment Load Sizing Structure 19075 Btuh Ducts 6006 Btuh Central vent (66 cfm) 1147 Btuh Outside air Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Equipment sensible load 26072 Btuh Latent Cooling Equipment Load Sizing Structure -149 Btuh Ducts -442 Btuh Central vent (66 cfm) -1450 Btuh Outside air Equipment latent load 0 Btuh Equipment total load 26072 Btuh Req. total capacity at 0.70 SHR 3.1 ton Cooling Equipment Summary Make Generic Trade Cond SEER 14.0 Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 12.2 EER, 14 SEER 16337 Btuh 7002 Btuh 23339 Btuh 1391 cfm Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -t + Wrigh tsoft' Right -Suite® Universal 2017 17.0.17 RSU02009 14C'Cl" F:1DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S 00 City or wheat ?0ge 2017 -Jul -13 14:16:53 Page 2 1ST FLOOR Job M NS1619 Performed by AMS of Indiana, Inc. for: NORTHSTAR SYSTEMBUILT NS1619 AMS of Indiana, Inc. 3933 E. Jackson Blvd. Elkhart, IN 46516 Phone: 574-293-5526 eng-ams@comcast.net city of Wheat Ridge Scale'W . 1.25-E Page 1 Right -Suite® Universal 2017 17.0.17 RSU02009 2017 -Jul -13 14:16:59 Northstar Systembuilt\NS 1619. rup 2ND FLOOR Job #: NS1619 Performed by AMS of Indiana, Inc. for: NORTHSTAR SYSTEMBUILT NS1619 AMS of Indiana, Inc. 3933 E. Jackson Blvd. Elkhart, IN 46516 Phone: 574-293-5526 eng-ams@comcast.net cim Om dm city of Wheat &i' 125 MA", MA",2 . Right -Suite® Universal 2017 17.0.17 RSU02009 2017 -Jul -13 14:16:59 ..Northstar System buiMNS1619.rup wrightsofte Duct System Summary Job: NS1619 Date: 6/22/17 Alit By: AMS of Indiana, Inc. AMS of Indiana, Inc. 3933 E. Jackson Blvd., Elkhart, IN 46516 Phone: 574-293-5526 Email: eng-ams@comcast.net Project• • For: NORTHSTAR SYSTEMBUILT NS1619 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 in H2O 0.50 in H2O 0.405 / 0.095 in H2O 0.151 in/100ft 1188 cfm 332 ft Cooling 0.50 in H2O 0 in H2O 0.50 in H2O 0.405 / 0.095 in H2O 0.151 in/100ft 1188 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk 1/2 BA h 1115 55 54 0.169 6.0 Ox 0 VIFx 24.0 215.0 st19 FAM/DIN c 1770 81 108 0.154 6.0 Ox 0 VIFx 27.5 235.0 st16 FAM/DIN-A c 1770 81 108 0.151 6.0 Oxo VIFx 23.8 245.0 st16 FAM/DIN-B c 1770 81 108 0.158 6.0 Ox 0 VIFx 40.3 215.0 st16 FAM/DIN-C c 1770 81 108 0.151 6.0 Ox 0 VIFx 22.8 245.0 st17 FAM/DIN-D c 1770 81 108 0.157 6.0 Ox 0 VIFx 32.5 225.0 st16 FLEX h 1565 77 38 0.159 6.0 Ox 0 VIFx 30.0 225.0 st18 FLEX -A h 1565 77 38 0.165 6.0 Ox 0 VIFx 29.8 215.0 st18 FOYER h 3165 156 118 0.159 6.0 Ox 0 VIFx 18.8 235.0 st18 KIT/NOOK c 1817 102 111 0.153 6.0 Ox 0 VIFx 40.3 225.0 st17 KIT/NOOK-A c 1817 102 111 0.157 6.0 Ox 0 VIFx 43.3 215.0 st17 KIT/NOOK-B c 1817 102 111 0.153 6.0 Ox 0 VIFx 30.3 235.0 st17 LAUNDRY h 2233 110 66 0.169 6.0 Oxo VIFx 14.3 225.0 st19 Supply Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st16 Peak AVF 325 433 0.151 547 9.8 19 x 6 RectFbg st2 st18 Peak AVF 310 193 0.159 391 8.5 19 x 6 RectFbg st3 st19 Peak AVF 165 120 0.169 208 6.7 19 x 6 RectFbg st3 st17 Peak AVF 388 442 0.151 558 9.8 19 x 6 RectFbg st2 st3 Peak AVF 474 313 0.159 488 10.0 14 x 10 RectFbg st2 Peak AVF 713 875 0.151 900 12.7 14 x 10 RectFbg Bold/italic values have been manually overridden ^� + wrightsoft' Right -Suite® Universal 2017 17.0.17 RSU02009 F:\DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S City of 2017 -Jul -13 14:16:53 �aA�:c3 Name Grille Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb3 24x23 1188 1188 63.4 0.151 672 18.0 Ox 0 VIFx 19� + Wi19htSOft° Right -Suite® Universal 2017 17.0.17 RSU02009 ACCK F:\DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S City of Wheat Ridge 2017 -Jul -13 14:16:53 wrightsoft® Duct System Summar AH2 Job: Date: By: NS1619 6/22/17 AMS of Indiana, Inc. 0.60 AMS of Indiana, Inc. 0.60 in H2O Pressure losses 3933 E. Jackson Blvd., Elkhart, IN 46516 Phone: 574-293-5526 Email: eng-ams@comcast.net iuroject intormation For: NORTHSTAR SYSTEMBUILT NS1619 Supply Branch Detail Table Name Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.20 in H2O 0.20 in H2O Available static pressure 0.40 in H2O 0.40 in H2O Supply / return available pressure 0.334 / 0.066 in H2O 0.334 / 0.066 in H2O Lowest friction rate 0.064 in/100ft 0.064 in/ 100ft Actual air flow 1391 cfm 1391 cfm Total effective length (TEL) Ox 0 VIFx 628 ft 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 B2 c 2699 79 150 0.120 6.0 ax 0 VIFx 14.0 265.0 st10 B3 c 1967 102 109 0.064 7.0 Ox 0 VIFx 59.0 465.0 s18 E34 c 1409 62 78 0.066 6.0 Ox 0 V1Fx 49.5 460.0 st8 BA2 h 453 17 8 0.116 6.0 Oxo VIFx 17.3 270.0 s110 BONUS h 2378 88 68 0.084 6.0 Ox 0 VIFx 56.0 340.0 st4 BONUS -A h 2378 88 68 0.101 6.0 Ox 0 VIFx 45.3 285.0 st6 BONUS -13 h 2378 88 68 0.074 6.0 Ox 0 VIFx 79.5 370.0 st4A BONUS -C h 2378 88 68 0.101 6.0 Ox 0 VIFx 54.8 275.0 st6 BONUS -D h 2378 88 68 0.074 6.0 Ox 0 VIFx 93.6 360.0 st4A BONUS -E h 2378 88 68 0.076 6.0 Ox 0 VIFx 86.8 350.0 st4A BONUS -F h 2378 88 68 0.084 6.0 Oxo VIFx 67.8 330.0 st4 FAM 2 c 1616 70 90 0.106 6.0 Oxo VIFx 35.3 280.0 st10 FAM 2-A c 1616 70 90 0.099 6.0 Ox 0 VIFx 41.7 295.0 st10 FAM 2-B c 1616 70 90 0.110 6.0 Ox 0 VIFx 28.8 275.0 s110 M BED c 1834 84 102 0.113 6.0 Ox 0 VIFx 26.5 270.0 st11 M BED -A c 1834 84 102 0.117 6.0 Ox 0 VIFx 20.3 265.0 st11 M CIL h 1815 67 35 0.068 6.0 Ox 0 VI Fx 44.5 445.0 st 14 MBA h 1898 70 60 0.067 6.0 Ox 0 VIFx 45.0 450.0 st14 Bold/italic values have been manually overridden wrightsoft' Right -Suite® Universal 2017 17.0.17 RSU02009 �+� F:\DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S City of Wheat Ridge r Supply Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st8 Peak AVF 164 187 0.064 421 8.5 16 x 4 RectFbg st7 st4A Peak AVF 264 205 0.074 593 9.4 16 x 4 RectFbg st4 st4 Peak AVF 439 342 0.074 555 11.4 19 x 6 RectFbg st6 st6 Peak AVF 615 479 0.074 777 12.9 19 x 6 RectFbg st10 SOO Peak AVF 1087 1093 0.064 937 15.6 21 x 8 ShtMetl st1 st14 Peak AVF 137 95 0.067 309 7.5 16 x 4 RectFbg st13 st11 Peak AVF 304 298 0.067 384 10.1 19 x 6 RectFbg st1 st7 Peak AVF 164 187 0.064 490 8.5 11 x 5 RectFbg st10 st13 Peak AVF 137 95 0.067 359 7.5 11 x 5 RectFbg st11 sti Peak AVF 1391 1391 0.064 1138 14.8 16 x 11 RectFbg Return Branch Detail Table Name Grille Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb8 12x 10 264 205 89.2 0.074 336 12.0 ax 0 Peak AVF VIFx 187 rb4 12x 14 351 274 99.0 0.067 447 12.0 Ox 0 427 VIFx 544 rb7 Ox 0 62 78 78.0 0.085 224 8.0 Ox 0 VIFx rt1 rb2 Ox 0 211 269 75.7 0.087 493 10.0 Ox 0 VIFx rt2 rb5 Ox 0 304 298 70.3 0.094 387 12.0 Ox 0 VIFx rb6 Ox 0 102 109 86.0 0.077 313 8.0 Ox 0 VIFx rt1 rb1 Ox 0 96 158 103.7 0.064 453 8.0 Ox 0 VIFx rt2 Return Trunk Detail Table Bold/italic values have been manually overridden ^y + Wi1ghtsOft- Right -Suite® Universal 2017 17.0.17 RSU02009 F:\DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S City of Wheat p�fdge 2017-J uh W IM:16:53 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 164 187 0.077 238 12.0 0 x 0 VinlFlx rt2 Peak AVF 307 427 0.064 544 12.0 0 x 0 VinIFIX Bold/italic values have been manually overridden ^y + Wi1ghtsOft- Right -Suite® Universal 2017 17.0.17 RSU02009 F:\DS\Northstar Systembuilt\NS1619.rup Calc = MJ8 Front Door faces: S City of Wheat p�fdge 2017-J uh W IM:16:53 z � W w F-- J W `D r U Q � � Q Q W � o H � o � � z � U H I i z W 4� H Ln LLJ S 1 0 O d' O CL: W Z V d q h W o II II II MO I O Ln o Ln N I 2 CD_____-- I II co II II I II ° � 83AO-X AIVO MOFl a3AX Ol Uillli � II II II II I II II I 7' II I II � I II <'4 op I I v II � II II II N II I I II II N co II II II cm 0f vwllsa� g�ildtn9 � z r � „£—J7 0 � as S � C7 � Z N_ cv v Li I-- W J w � CIO ¢ — F>- U ¢ � � Q W' -T 'a'H'J91j lZXB 'GH'98H w � 0 cz J � z W v q z ctl I i O W H +' N I W S N O O fY W Z W Idol q w H � Z z J Z �y a Cl) w ca 3 ¢ F w o w 'H' Id £lXL it d S 0 m I N o lL z LU J O Q- H V) ` O � ® r o L J = o N � OD a c0 X V. N i� I i0 O S N m LL � o C7 IM O I c X m Dlo�V`1pip 91X9 0 S C7 Z N_ f- N ICC -ES Evaluation Report ESR -3560 wwwAcc-es.org 1 (800) 423-6587 ( (562) 699-0543 DIVISION: 08 00 00—OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: FLOOD FLAPS®, LLC 2707 WATERPOINTE CIRCLE MT. PLEASANT, SOUTH CAROLINA 29466 (843) 849-8031 www.floodflaps.com infoO-floodflaus.com EVALUATION SUBJECT: FLOOD FLAPS® FLOOD VENTS: MODELS FFWF12; FFNF12; FFWF08; FFNF08; F1FWF05; FFNF05 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2012 and 2009 Intemational Building Code (IBC) ■ 2012 and 2009 Intemational Residential Code® (IRC) Properties evaluated: ■ Physical operation ■ Water flow ■ Weathering 2.0 USES Flood Flaps® are used to provide for the equalization of hydrostatic flood forces on exterior walls. 3.0 DESCRIPTION 3.1 General: Flood Flaps flood vents are engineered mechanically operated flood vents (FVs) that automatically allow flood waters to enter and exit enclosed areas. The FVs are constructed of ABS plastic which serves as the FV's housing, and a front grill that contains an anodized metal screen imbedded in polypropylene plastic. On contact with rising flood water, the grill will disengage from its secured position, allowing flood water and debris to flow through in either direction. The sealed series models contain two rubber flaps that close the FV to the passage of air when using with conditioned areas or sealed crawl spaces. In the same manner as the grill, the two rubber flaps are pushed open by water pressure, allowing water and debris to flow Reissued September 2015 This report is subject to renewal September 2017. A Subsidiary of the International Code Council® through the FV in either direction. See Figure 1 for an illustration of the Flood Flaps FV. 3.2 Engineered Opening: The Flood Flaps FVs comply with the design principle noted in Section 2.6.2.2 of ASCE/SEI 24 for a rate of rise and fall of 5 feet per hour (0.423 mm/s). In order to comply with the engineered opening requirement of ASCE/SEI 24, Flood Flaps FVs must be installed in accordance with Section 4.0. 3.3 Model Sizes: The Flood Flaps FV model designations and sizes are as follows: MODEL WIDTH HIGHT DEPTH in in in 155/8 73/4 12 FFNF12 155/8 73/4 8 FFNF08 155/s 73/4 5 FFNF05 For SI: 1 inch = 25.4 mm. The FFWF series include two rubber flaps for the prevention of air flow. The FFNF series omit the rubber flaps. 3.4 Ventilation: Flood Flaps® FV models FFNF12, FFNF08, FFNF05, and FFNF02 have metal screens with 1/4 inch by 1/4 inch (6 mm by 6 mm) openings and provide 37 square inches of net free opening to supp� natural ventilation for under -floor ventilation. Flood Flaps FV models FFWF12, FFWF08, and FFWF05 have not been evaluated for use as openings for under -floor ventilation. 4.0 DESIGN AND INSTALLATION Flood Flaps FVs are designed to be installed into walls of existing or new construction. Installation of the FVs must be in accordance with the manufacturer's instructions, the applicable code and this report. Flood Flaps FVs can be installed in wood, masonry and concrete walls up to a thickness of 12 inches (305 mm). In order to comply with the engineered opening design principle noted in Section 2.6.2.2 of ASCE/SEI 24, the Flood Flaps FVs must be installed as follows: ■ With a minimum of two openings on differej#F sid d{f each enclosed area. f !CC -ES Evaluation Reports are not to be construed as representing aesthetics or anv other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2015 Wheat Fudge i Page 1 of 2 ESR -3560 I Most Widely Accepted and Trusted Page 2 of 2 ■ With a minimum of one FV for every 220 square 5.2 The Flood Flaps® FVs must not be used in place of feet (20 m) of enclosed area. "breakaway walls" in coastal high hazard areas, but ■ Below the base flood elevation. are permitted for use in conjunction with breakaway walls in other areas. ■ With the bottom of the FV located a maximum of 12 inches (305 mm) above grade. 5.0 CONDITIONS OF USE The Flood Flaps® flood vents described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The Flood Flaps FVs must be installed in accordance with this report, the applicable code and the manufacturer's installation instructions. In the event of a conflict, the instructions in this report govern. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Mechanically Operated Flood Vents (AC364), dated October 2013. 7.0 IDENTIFICATION The Flood Flaps models recognized in this report are identified by a label bearing the manufacturer's name, the model number, and the evaluation report number (ESR -3560). FIGURE 1—FLOOD FLAPS® FLOOD VENT city of Wheat Ridge Diviso 33'-0" IS' -O" 24'-0" 9'-O" 3'-0" 3'-0" U o U •0 D Q :.::.:.:.::::..:..::.:::.:.:.:::.....:::. ..:...:...:.:::.:.::..:..::.:::..::.:::.:::.:: 70 -0 ♦0 cu , � ti T O ch N R-21 BATT INSULATION' O N N N ACCESS ON ALL EXTERIOR WALLSr 5 TO 2ND FLOOR Q c HOUSE- — - /,co $ — Q 4 (n 70 / Co" CAN LIGHT 6" CAN L�ICsHT o _ CD� H Z � " O m =3 F- \ x 111 LlET BAR cr (� F— Q I 2ND FLOOR HOUSE cq BONUS ROOM 1Lu ABOVE GARAGE Q o 0 0 0co 6" CLAN LIGHT I 6" GAN �ICsHT I cjCIA m I I I 0 C13LiO Lo E N1 Cj r :::::::.�AN Co" CAN�GHT R *J/ (n I 4 W 0 48'-0II I OO Z / \ — ° x t i CS O O T >✓ _ — –� T ` 2 m 6" CAN LIGHT 6" CAN LIGHT � Z L U) (Z -0 (O R-38 BATT CEILING, INSULATION }0 �' o M NOT m G, QO `O, s$ 0 OD 3.-0.. x 5'-0..3'-0" x 5' 24'-0" E 3 C a U' -10"L 9'-O" 2'-3" L 9'-O" Iv -10"1_ O s ti 0 N N 7 a }N m Z :3 Z H W w 0 U) 0 E 0 U N ULo E E T^ 0 T N O ti t T N w ZOU o j d 70 T� L to im O C M A O OD on M GENERAL NOTES: 1. THIS BUILDING IS TO BE ATTACHED TO A PERMANENT FOUNDATION, AND ONCE SO ATTACHED, IS NOT TO BE REMOVED. 2. THIS BUILDING MAY BE MIRROR REVERSED. 3. THIS BUILDING IS MUST BE LOCATED ABOVE THE FLOOD PLAIN. 4. THIS BUILDING IS TO BE LOCATED NO LESS THAN 5' FROM LINES OR ADJACENT STRUCTURES. 5. THIS BUILDING IS TO BE CONNECTED TO A PUBLIC WATER SUPPLY AND SEWER, WHENJaJ0-0E. C;I, %`% h( -. 1 ,i di NM DTVF t(,I,mrNt APPROVED iffidnEd for Code Compliance NiAS Fa3Alirter U.�te m1miliftelmormill: Theawan r ofo P rn rt n o nro.-.,,,:; rdo s .Prujaorwns MOmmprRofiors sdrp Aat Dr o pem,�r j,, a ,. .,r.r.., ,,,, , :', u•n• . h(otan to og1v M! prwisisnso/fhr Dur"nq code o, uI o^v Cay o,d,^antes. Permits poeMorAY8og4rdmftr ytoviolateofconte'rhePf0V.YansajtheSUTA&V CO*S or QOW 0116WAM of OW t ty shall not be valid THIS MODULAR BUILDING CONFORMS TO THE APPLICABLE LISTED COLORADO STATE BUILDING CODE, INCLUDING RESOLUTION 35. ITEMS LISTED BELOW WILL REQUIRE OVERSIGHT IN THE FIELD. ATTENTION LOCAL INSPECTIONS DEPARTMENT AND CO. OVERSIGHT REQUIRING "AC" INSPECTION: THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE BUILDING MANUFACTURER AND HAVE NOT BEEN INSPECTED BY THE THIRD PARTY INSPECTION AGENCY: 1. RAMPS, STAIRS, AND GENERAL ACCESS TO THE BUILDING. 2. THE COMPLETED FOUNDATION SUPPORT SYSTEM AND TIE DOWN AND/OR ANCHORING SYSTEM. 3. SITE INSTALLED FASTENING AT THE FLOOR ADN ROOF RIDGE AT MARRIAGE LINES OF MULTI -UNIT BUILDINGS. 4. COMPLETION OF THERMAL ENVELOPE: INSTALLATION OF INSULATION AT FLOORS, CEILINGS, AND END WALLS AT MARRIAGE LINES TO MINIMIZE AIR INFILTRATION (ON SITE BY OTHERS) 5. INSTALLATION OF R8 INSULATION ON ALL PIPING INSTALLED IN UN- CONDITIONED SPACES. 6. INSTALLATION OF METAL ROOF AND UPPER 1/3 ATTIC VENTING (SEE ATTIC VENTILATION CALCULATION PAGE A14.0) 7. ELECTRICAL CROSS-OVER CONNECTIONS BELOW FLOOR OR IN ATTIC WHERE MARRIAGE LINES OCCUR, 8. ELECTRICAL SERVICE, MAIN ELECTRICAL PANEL, AND FEEDERS TO SUB - PANELS LOCATED IN THE MODULAR BUILDING. 9. BUILDING DRAINS, CLEANOUTS, AND HOOK UPS TO PLUMBING SYSTEM AND FINAL PLUMBING. 10, CRAWL SPACE LIGHT AND SWITCH. 11. HVAC SYSTEM (DUCTS AND FURNACE INSTALLED IN ATTIC} HVAC COMPANY IS RESPONSIBLE FOR ANY DAMAGE AND REPAIRS TO MODULAR COMPONENTS (I.E. TRUSSES, ELECTRICAL CONDUCTORS, PLUMBING, AND ATTIC INSULATION.) 12. NFPA 13D (2013 ED) AUTOMATIC SPRINKLER SYSTEM (INSTALLED ON SITE BY OTHERS) 13. SMOKE / FIRE DETECTION / ALARM SYSTEM (INSTALLED ON SITE BY OTHERS) 14. VISIBLE ALARM NOTIFICA I ION DEVICES (INSTALLED ON SITE BY OTHERS) 15. EMERGENCY LIGHTING (INSTALLED ON SITE BY OTHERS) 16. ROOF COVERING (INSTALLED ON SITE BY OTHERS) 17. 30"x30" LEVEL SERVICE LANDING @ HVAC AND WH EQUIPMENT IN ATTIC (INSTALLED ON SITE BY OTHERS). SEE PAGE A15.0 18. FIRE EXTINGUISHERS (ON SITE BY OTHERS) 19. HVAC R-8 DUCT INSULATION 20. WH INSTALLED IN ATTIC. 21. COLLAR TIES ON ROOF TRUSSES. 22. ROOF SHEATHING, UNDERLAYMFNTS, AND METAL ROOF PANELS. 203 Industrial Drive Redwood Falls, MN Ph: (507) 644-6600 1st LEVEL FLOOR PLAN Fx: (507) 644-6601 2nd LEVEL FLOOR PLAN COLORADO BUILDING CODE: 2012 IRC 2014 NEC 2012 IPC 2012 IECC ROOF LIVE LOAD: FLOOR LIVE LOAD: CONSTRUCTION TYPE: OCCUPANCY GROUP: WIND SPEED: WIND EXPOSURE: CLIMATE ZONE: SEISMIC CATEGORY: 46.2 PSF 40 PSF WOOD -FRAME SINGLE FAMILY 133 MPH Vult (3 SECOND GUST) / 105 MPH Vasd C 5 B PAGE INDEX A1.0 COVER PAGE A2.0 1st LEVEL FLOOR PLAN A3.0 2nd LEVEL FLOOR PLAN A4.0 ELEVATIONS A5.0 1st LEVEL FLOOR CONSTRUCTION A6.0 2nd LEVEL FLOOR CONSTRUCTION A7.0 ROOF CONSTRUCTION A8.0 1st LEVEL ELECTRICAL A9.0 2nd LEVEL ELECTRICAL A10.0 ELECTRICAL SCHEDULES AND NOTES A11.0 PLUMBING - DWV Al2.0 PLUMBING - WATER SUPPLY A13.0 1st LEVEL HVAC LAYOUT A14.0 2nd LEVEL HVAC LAYOUT A15.0 CROSS SECTION A16.0 FOUNDATION PLAN 203 Industrial Drive NORTHSTAR Redwood Falls, MN COVER PAGE � Fx: (507) 644-6601 MODEL NS1619 DATE; 6-26-2017 1 REV: SCALE: N.T.S. PPGE: AlTr INTERIOR DOOR SCHEDULE WINDOW SCHEDULE WIDTH HEIGHT TYPE MATERIAL LIGHT SO FT VENT SO FT 216 618 POCKET HOLLOW CORE WOOD WA NIA 41D 618 DOUBLE HINGED HOLLOW CORE WOOD WA WA 5.59 216 HINGED HOLLOW CORE WA NIA 216 618 16 WOOD VINYL 11.11 274 618 HINGED HOLLOW CORE N/A NIA N7A ZIO 113 WOOD VINYL 1.0 _ 310 file HINGED HOLLOW CORE WOOD NIA NIA 570 618 DOUBLE HINGED HOLLOW CORE WA N/A WOOD EXTERIOR DOOR SCHEDULE WIDTHHEIGHT TYPE MATERIAL LIGHT SO FT VENT SO FT 610 616 SLIDING PATIO DOOR INSULATED METAL 30 20 310 618 HINGED S TED METAL WA 20 610 610 DOUBLE HINGED FRENCH INSULATED METAL 22 20 203 Industrial Drive NORTHSTAR Redwood Falls, MN COVER PAGE � Fx: (507) 644-6601 MODEL NS1619 DATE; 6-26-2017 1 REV: SCALE: N.T.S. PPGE: AlTr WINDOW SCHEDULE WIDTH HEIGHT TYPE MATERIAL LIGHT SO FT VENT SO FT we 516 SINGLE HUNG VINYL 13.7 6.8 216 5/6 SINGLE HUNG VINYL 11.19 5.59 216 216 SIUNGLE VINYL 4.69 2.34 310 16 SINGGLE HUN VINYL 11.11 6.65 No 113 FIXED VINYL 2.88 N7A ZIO 113 FIXED VINYL 1.0 WA 203 Industrial Drive NORTHSTAR Redwood Falls, MN COVER PAGE � Fx: (507) 644-6601 MODEL NS1619 DATE; 6-26-2017 1 REV: SCALE: N.T.S. PPGE: AlTr 3391 48' R Bd Flail 7/16" Sheathing 4 2x6 #1/172 SPF 1 Tl -o—., ='O_ Simpson MSTCM60 Blucked= Yes Top Plate Connection -:Lapped Sheathing (1) Row @ 2" .131" x 3" Nails Bottom Plate Connection ='Lapped Sheathing (2) Rows Lm 2" .131" x 3" Nails 203 Industrial Drive NORTHSTAR Redwood Falls, MN 1st LEVEL FLOOR PLAN Ph: (507 644-6600 Fx: (5073 644-6601 MODEL NS1619 Al"10, p�,p0 OX Jl 06 • • w A X11;,! "ONAL E�O� `�%� DATE: 6-26-2017 1 REV: I SCALE: NTS or Label Shear Wali :Edge (In) -Chord piles 3852 lbs NVH33056 31352lbs F ad Nail 7/16” Sheathing 3 '2x6 N1/#2 SPF 2 FM NVPIVH3 3013 Label Shear Wall Edge (In) Chord Plies Top Plate Connection= Lapped Sheathing (2) ROWS @ 3" .131" x 3 Nails P ad Nail 7/16 Sheathing 3 2X643142SPF Wall P Bottom Plate Connection = Lapped Sheathing (3) Rotvs @ 2" .131" x 3 Nails ne-oo i -'one Simpson MSTCM60 I Blocked= Yes Label Sh ear wall Edge (in) Chord piles DECK i x 3" Nails N o Bottom Plate Connection =. Lapped Sheathing (2) Rows @ 3' .131" x 3" Nails Tle-O i n a one Simpson MSTCM40 Blocked a Yes O.S.B.O, z BREAKFAST NOOK' m Plies Top Plate Connection =Lapped Sheathing (1) Row @ 2" .131" x 3" Nails ! 19'•93" Q Built Up Beam 12'-13" Z GARAGE BUILT ON SITE Z Blocked = Yes ALL SINKS OMITTED (O.S.BA.) Built Up Top Plate connection =; 10' CEILINGS BY OTHERS. WINDOW Bottom Plate Connection =! 12317 lbs NVH43056 Beams Q 1231 I 6/0 FRENCH NVH12056SG � Plies COUNTERTOPS ON SITE BY OTHERS- ROUGH PLUMBING STUBBED FOR ALL FIXTURES PLACEMENT MAY VARY. 24 NVH13056 NVH1301% NVPIVH4 3D 13 * NVPWHi 6013 ,4" CHASE FOR 2nd STORY y-- NVPWH12013 BATHROOM 3�.6^ --,r ® I I o (MMITLEHEIGILTCO-A.F.F. ai x 16" RAISED a HEARTH (FF AMING ONLY) N LL I I I l o Q oF� to 0 x FAMILY ROOM I log DINING ROOM UO I j LL i i? LLa all U I I o m� 6 4 tl7 FAt7Ly, OPI KG, RREAxFAST, I(ITCHER I I p,p 11 < o 5 172 w S! 9L 1 1 1 1 4� S�� 5{ ?r M N Y==62.WF EP7.5 d, lKlS BISR OC IB RY,7327 . t 1 RR : Y170li {— S-7" —{ .s m 718 lb -------------------- — --- FUTURE GARAGE 2.n1x 15'DROPPEDHEADER� 15 DROPPEDHEADER� G 718 Ib (ON SITE BY OTHERS) ""ZZ COOLANT AND DRAIN BOTTOt.12 SIIELVES 8 3 fall Wall F LINES FOR 2nd STORYHVACINIT RADON r0 BE 14 510 DH y6 y4 OPEN TO ABOVE ° I a PANTRY z BACKFlLLGARAGE SLAB - TOP OF GARAGE SLAB TO BE NO MORE THAN 23 Y4' BELOW SMFLOOR of r3R30 ,� OF MAIN HWSE(3 RISERS WRH MAX RISEOF7 Y4') zT6 E m $ I CRAWL I' COAT HOOKS AND b y4 vC'm I ACACESS I CUBBIES O,S.B4O. J �m o� L_3,0 ® yc� FLEX SPACE FOYER 9 L APPROx W 3'-02" A=161 SF MECH. 1�1 r 1N r- Y=4.,B i N LAUNDRY ROOM �< 0)0.4 ED all R 3/0 NVH13066 NYH1 3056 718 lbs NVH12626 AL LL in NVPWH13013 NVPWH13013 LL 1D, 61" 2 6, 8Z 2 T.1"„ 3' 212„ 11r�3. B 6,�B1” FRONTPORCH �LW so. cotul.IN (iYP) R Bd Flail 7/16" Sheathing 4 2x6 #1/172 SPF 1 Tl -o—., ='O_ Simpson MSTCM60 Blucked= Yes Top Plate Connection -:Lapped Sheathing (1) Row @ 2" .131" x 3" Nails Bottom Plate Connection ='Lapped Sheathing (2) Rows Lm 2" .131" x 3" Nails 203 Industrial Drive NORTHSTAR Redwood Falls, MN 1st LEVEL FLOOR PLAN Ph: (507 644-6600 Fx: (5073 644-6601 MODEL NS1619 Al"10, p�,p0 OX Jl 06 • • w A X11;,! "ONAL E�O� `�%� DATE: 6-26-2017 1 REV: I SCALE: NTS or Label Shear Wali :Edge (In) -Chord piles i F ad Nail 7/16” Sheathing 3 '2x6 N1/#2 SPF 2 FM Tie-DownOn Simpson MSTCM40 Blocked= yes Label Shear Wall Edge (In) Chord Plies Top Plate Connection= Lapped Sheathing (2) ROWS @ 3" .131" x 3 Nails P ad Nail 7/16 Sheathing 3 2X643142SPF 2 Bottom Plate Connection = Lapped Sheathing (3) Rotvs @ 2" .131" x 3 Nails ne-oo i -'one Simpson MSTCM60 I Blocked= Yes Label Sh ear wall Edge (in) Chord piles Top Plate Connection_, Lapped Sheathing (2) Rows @ 3' .131" x 3" Nails G ad Nail 7/265heathing 3 �2 b 01/02 SpF 2 j Bottom Plate Connection =. Lapped Sheathing (2) Rows @ 3' .131" x 3" Nails Tle-O i n a one Simpson MSTCM40 Blocked a Yes Label Shear Wall Edge (In) Chord Plies Top Plate Connection =Lapped Sheathing (1) Row @ 2" .131" x 3" Nails ! 9/0x8/0 GARAGE DOOR 9/0x810 GARAGE DOOR Q Built Up Beam Bottom Plate Connecll on =Lapped Sheathing (1) Roty @ 2n .131" x 3n Nails GARAGE BUILT ON SITE ne-Down =i Blocked = Yes ALL SINKS OMITTED (O.S.BA.) Top Plate connection =; 10' CEILINGS BY OTHERS. WINDOW Bottom Plate Connection =! ALL FLOORING ON SITE BY OTHERS AND GARAGE DOOR Label Shear Wall Edge (in) Chord j Plies COUNTERTOPS ON SITE BY OTHERS- ROUGH PLUMBING STUBBED FOR ALL FIXTURES PLACEMENT MAY VARY. R Bd Flail 7/16" Sheathing 4 2x6 #1/172 SPF 1 Tl -o—., ='O_ Simpson MSTCM60 Blucked= Yes Top Plate Connection -:Lapped Sheathing (1) Row @ 2" .131" x 3" Nails Bottom Plate Connection ='Lapped Sheathing (2) Rows Lm 2" .131" x 3" Nails 203 Industrial Drive NORTHSTAR Redwood Falls, MN 1st LEVEL FLOOR PLAN Ph: (507 644-6600 Fx: (5073 644-6601 MODEL NS1619 Al"10, p�,p0 OX Jl 06 • • w A X11;,! "ONAL E�O� `�%� DATE: 6-26-2017 1 REV: I SCALE: NTS or J 48' 19'-6" 13'-6" Is, 4 Wall K 492 lbs 718 lbs DECK NVH3 3056 o O.S.B.O. o Y > 1 2'-4" 111-1" T-11" 24' 12' 12' 312 lbs L 2' NVH? 3056 ,,,,,,Wall 34 134 lbs lbs WH 3056 SHOWER HEAD HEIGHT 7'AF F. 2nd LEVEL FAMILY ROOM in Am 212 SF kv 3: 3' VTR a MASTER BEDROOM BEDROOM #2 2 P A-1966F G: 715J j 0 F1 BATH # cU d 61 SOLAR So C, Z. Val A TUBE of > IAASTER BATH: 211:1 214 BARN DOOR O.S.B.O. SHOWERANDVANITY 5 SHELVES 4'-l* ---r 2-8-21" INSTALLED Oil SITE By OTHERS m 11 EK 40, LINEN 12240 ATTIC . Wall B I 216 C, SHOM HEAD 410 DH =T-W 718 lb �SLOPED CLG) (ON SITE BY OTHERS) (,SLOPED GIG) W �i FEIGHl"TA.F.F.. :;J- �15 2/6 9 SHELF Vil ROD - HELW' S SHELFWIROD �T 718 lbs af 0 Q MASTER T- - 3,_ _ . 7- RADON I (APPROX.IP-7" CLG) BATH — T-1 6-0-41" j- . 548-� t T41 6 410 DH 4110 DH 410 DH THIS RMIR IS APPROX. 7-7' LONER THM 2Pd FLOOR OF HOUSE A= 043 8F < STAIR RAILING ON SITE BY OTHERS —3, —A 6-04-3' 6-7" G-75. 6 (STAIR CAP 14STALLLD BY NORTHSTAH) V-37.72 16 72'DROP-IN F- TUB VV JETS Zo MOFEAT- 1!J F7 0-1 12- OPEN TO BELOW x 0 I 1 0- < (OD) < 2/6 BEDROOM #3 BEDROOM #4 (SLOPED CLG) j (SLOPED CLG) A•110 SF A=134 SF G= 10,72 F- M V= 477 Y=fi36 E—C- W—IROD— SH Id ROD Wall M �ul �T_� 718 lbs NVH1 3056 NVH1 3056 NVH1 2626 312 lbs 22f NVHl 2626 i"�_j JL_ = 10'-61 ' T-1- 10'-14" Label Shear Wall Edge (in) Chord Plies Label ;Shear Wall Edge (in) Chord Plies A 16 Gage Staple 7/16 Sheathing 2 2x681/#2SPF 2 K 8d Nail 7/16"Sheathing 4 2x6 11111112 SPF 2 Tie-Down One Simpson MSTC 40 24" Gap Blocked YesTie -Down One Simpson MSTC 40 24" Gap ;Blocked= Yes Top Plate Connection -Lapped Sheathing (1) Row @ 3" .131"x3"Neils Bottom Plate Connection= Lapped Sheathing (2) Rows@3" Top Plate Connection = Lapped Sheathing (1) Row @ 3" .1.31" x 3" Nails I i N ,Q .131"x3"N8115 'Chord Bottom Plate Connection =.Lapped Sheathing (2) Rows @ 3" .131"x 3" Nails ;Edge 'Chord g Label Shear Wall Edge (in) Plies Label Shear Wall (in) Plies B 8d Nall 7/16"Sheath�ng 3 !2x6#1/#2SPF 2 L �ed Nail 7/16" sheathing 4 2X6 #1/#2 SPF 2 Tie-Down one Simpson IVISTC 40 24" Gap Blocked Yes i Tie-Down =One Simpson MSTC 40 24" Gap Blocked= Yes WH2 3056 11 fta Top Plate Connection ='Lapped Sheathing (1) Row @ 2�' 131" x 3" Nails Bottom Plate Connection Lapped Sheathing (2) Rows @ 2" .131'x 3" Nails Top Plate Connection = Lapped Sheathing (1) Raw @ V .131" x 3" Nails Bottom Plate Connection = Lapped Sheathing (2) Rows @ 2" 3" Nails 0 0 .131!'x 'ShearWall ;Chord �Plies T-2-it 17'-7- [ 3. �2 Label Edge jin) 17- 12' $go** M 116 Gage Sta pie 7/16" Sh eethl nf 3 :2x6#l/#2SPr 2 24- NAL Tle� Down On e SI mpso n MSTC 40 24" Gap Blmked= Yes Top Plate Connectl an = Lapped Sheathing (1) Now @ 4" .131'x 3" Nal Is Drive PAG Bottom Plate Connection Lapped Sheathing JI) Row @ 2' .131!'x 3" Nails JA--/,, 203 Industrial NORTHSTAR Redwood Ph: (507) Falls, MN 644-6600 2nd LEVEL FLOOR PLAN MODEL NS1619 r3 City Of ID DATE: 6-26-2 01-7 FRIEV, SCALE: NTS Fx: (507) 644-6601 Rid wrille idG Willing J 0 z 15' 0 33' — TYP. 2X12 RIM RAIL 518" OSB OR PLY FILLER TYP. 117/8" OPEN JOIST — — — — — — — — — — — — — — — — — — — — — — — 2X4 LATERAL BRACING (TYP) 2X4 FLAT SPACER TYP, 2X6 CLG JOISTS 117/8' OPEN JOISTS AT 16" f O.C. (TYP) 2X4 FLAT SPACER II II II II �I II TYP. 2X6 IUS 2.561188 HANGERS AT EACH OPEN JOIST TO CENTER BEAM CONNECTION, II CENTER GIRDER (TYP) RIM RAIL TYPICAL TRIPLE 2X12 HEM-FIR N0.2 FLOOR RIM 518" FILLER UNDER 2X12 RIM RAILS OFFSET BUTT-JOINTS 48" O.C. IN.. (TYP) - - - - - - - - - - - - - - - - - - - - - - - tnNi�i p0 AGI/sT��i DOUBLE 2X12 HEM-FIR NO.2 FLOOR RIM O �P �' SOB •9Fp�� BUTT-JOINTS 48' O.C. MIN. (TYP) • B� ; • Z� 2 90469 �• TYPICAL OFFSET 2 FLOOR CONSTRUCTION FASTENING (16d MAY BE USED AS AN ALTERNATE TO.131'x3' NAILS) NAIL FASTEN RIM TO RIM WITH. 1131'X3'NAILS 6" O.C. STAGGERED TOP-BOTTOM FASTEN RIM SPLICE WITH (6).113173' EACH SIDE OF SPLICE LOCATION FASTEN RIM TO JOIST WITH (6).131 'X3' NAILS FACE NAILED FASTEN JOIST TO JOIST WITH. 131'X3"NAILS 6"O.C.STAGGERED TOP-BOTTOM FASTEN JOIST HANGERS WITH 105 COIL OR 6d -1 112' PER JOIST HANGER 203 Industrial Drive NORTHSTAR Redwood Falls, MN 1st LEVEL MFG INSTALLATION INSTRUCTIONS Ei u i + Ph: 5507) 644-6600 FLOOR CONSTRUCTION Fx (507) 644-6601 Cm' O eat Ri MODEL N51619 PAGE: ( DATE: 6.262017 REV: SCALE:NTS Uildi� Divi 0 33' 15' 0 20 — — — — — — — — — — — — — — — TYP. 2X12 RIM RAIL — — — — — — — — 5/8" OSB OR PLY FILLER TYP 117/8" OPEN JOIST — — — — — — — — — — — — — — — — — — — — — — 2X4 LATERAL BRACING (TYP) 2X4 FLAT SPACER TYP. 2X6 CLG JOISTS t 1 7/8" OPEN JOISTS AT 16" O.C. (TYP) 2X4 FLAT SPACER II I I �I I II TYP. 2X6 11 IUS 2,56!188 HANGERS AT EACH OPEN JOIST TO CENTER BEAM CONNECTION, CENTER GIRDER (TYP) RIM RAIL TYPICAL OFFSET DOUBLE 2X12 HEM-FIR NO.2 FLOOR RI BUTTJOINTS 48' O.C. MIN. (TYP) 5/8" FILLER UNDER 2X12 RIM RAILS O REMOVE INNER DBL RAIL ON SITE N� OQl� •••••"'+••�� . _ + TYPICAL DOUBLE 2X12 HEM-FIR NO.2 FLOOR RIM 11'-42" 1 OFFSET BUTT-JOINTS 48' O.C.MIN. (TYP) L 29'-62" 18'-5I 2" + • + r • FLOOR CONSTRUCTION FASTENING (16d MAYBE USED AS AN ALTERNATE FASTEN RIM TO RIM WITH .131"X3" NAILS 6" O.C. STAGGERED TOP-BOTTOM FASTEN RIM SPLICE WITH (6) .131'X3" EACH SIDE OF SPLICE LOCATION FASTEN RIM TO JOIST WITH (6).131"X3" NAILS FACE NAILED FASTEN JOISTTOJOIST WIT H.131'X3"NAILS 6"O.C.STAGGERED TOP-BOTTOM FASTEN JOIST HANGERS WITH 105 COIL OR 6d-1112'PERJOIST HANGER TO.131"x3' NAILS) 203 Industrial Drive NORTHSTAR Redwood Falls, MN 2nd LEVEL MODEL NS1619 MFG INSTALLATION INSTRUCTIONS '`""'""""' Fx (507)644-6600 644-660 FLOOR CONSTRUCTION DATE: 6-2G2017 CnY e eat PAGE: p REV:SCALE: NTS /f� 10 33' 15' 7713 7714 7712 7712 0 7712 7712 7712 2 PLY 11718" LVL 7 5 7715 771581 T715 B2 to 0 rz v 0 �r 0 v 0 v 0 v �r a 0 0 0 a 0 v 0 v 0 v 0 a 0 v 0 v 0 v 0 v 0 u� 015 C0 m n 7H5 D o r r 2260 0 0 0 0 0 0 r o r ATTIC 19'-3" OGG 28'-9" 1 PLY 18" LVL 1 PLY 18" LVL rnm o 0 0 0 0 cD rn m rn rn 0 m on 7 1G o>ti p ti ti r I- 7111 7 1ED Gi 7111E r r r n o 7711 D1 7711 D2 771102 ll 771101 IN m r 7711 C1 7711 C 7711 C2 7711 1 RIDGE 7711 B1 i 771182 11 7711 B2 7711 BI 7711 Al 7711 A2 7711 A2 7711 Al ROOF SHEATHING FASTENING FASTEN ROOF SHEATHING TO 29 -62" co TRUSSES WITH 6d NAIL OR 16 21" � �O STAGGER JOINTS 48" O.C. Ga 7116"X1 112' GALV. STAPLE 4Q' (Typ) 6' O.C. EDGES, AND 8" O.C. FIELD `��. .• • A••• OB 4 �I END ZONE ROOF SHEATHING FASTENING (WITHIN V OF CORNERS} �� Ci••�,`P .i0 FASTEN ROOF SHEATHING TO END WALL TRUSSES WITH 6d NAIL OR 16 Ga 7/16"Xi 112" GALV. STAPLE 4' O.C. EDGES, AND 4° O.C. FIELD • S it t • IIII�N��,, ROOF SHEATHING DETAIL SIDWALL (NOT TO SCALE) �' NORTHSTAR 203 Industrial Dr(ve Redwood Falls, MN Ph: ROOF LAYOUT E'�f MODEL NS1619 "' ('5'076 4 -sego DATE:B•282017 REV: SCALE:NTS n BREAKFAST NOOK / BRICE FOR W-AVYCH4ADEUER 119 ItiR CFCI ftp 8 \ \ PREP FOR (3) POIDANT V9 9 0 1 LIGHTS,, 4 I \ R2 \ I I / 9 -01I � o / 1 \ FAMILY ROOM I I / 1 /� I 1 It — / 1� I 42 DIRINGRCOh1 S/ j j i j �— o f _ I I I RncEFCR I I 11 I y\ �2 ! \\ I I I HFAVYCKQIOEUFR 1 I I au C� 2 9 ---------------------— — — — — — — — — — — — — }t� _ ----- 1 ----__ 11 I \ \\OPEN TO ABOVE u 10 Gin 13 \/ \STOR. ! L 1 / / / ,oN FLEX SPACE NNFN 10 _i i I� FOYER � II� • •i LAUNDRY ROOM 1�7 �1 f0 IO 1'.R ALL STANDARD LIGHTS - PRFP FOR LIGHTS ON SITE BY OTHERS ---- 1w GFCIRP DESCRIPTION BREAKER TRIP WIRE SIZE CIRCUIT NUMBER CIRCUIT NUMBER WIRE SIZE BREAKER TRIP DESCRIPTION OPEN 120V DUPLEX RECEPTACLE Wt USB 40 39 ® / OPEN OPEN / RECESSED LIGHT 39 37 © SMOKE DETECTOR EXTERIOR WALL LIGHT I 36 35 � —'— 12 34 33 12 32 31 30 29 LEVEL 2 FAMILY RM IP20AAFCI 12-2 28 27 12-2 1 P20A AFCI LEVEL 2 FAMILY RAI BATH 42 1 M 12-2 2e 2s 12-2 1 P20A AFCI BEDROOM M2 MASTER BEDROOM 1P20AAFC1 12-2 24 23 12-2 1P20AAFCI BEOROOMr4 BEDROOM#3 IP20AAFCI 12-2 22 21 12-2 1 P20 MASTER BATH UPPER HALL IP20AAFCI 12-2 20 19 12-2 1 P20 AFCI UPPER HALL RANGE 2P40A 8-3 18 17 103 2P30A AFCI DRYER Is 15 112 BATH 1 P20A 12-2 14 13 12-2 1 P20A AFCI LAUNDRY FUTURE GARAGE 1P20AAFC1 12.2 12 11 12-2 1 P20 AFCI LOWER HAL FLEX SPACE 1 P20A AFCI 12-2 10 B 12-2 1 P20A AFCI FAMILY ROOM DINING LIGHTS 1P20A AFC1 12-2 a 7 12-2 IP20AAFCI DW MICROWAVE 1P20AAFC1 12-2 B 5 12-2 1 P20 AFCI REMIOERATOR KITCHEN 1P20AAFC1 12-2 4 3 12-2 IP20AAFCI KRCHEN LIGHTS 1P20AAFCI 12-2 2 1 12-2 IP20AAFCI D.MNGmREAKFAsr NVHI 3D56 FOR RA\rE FOCO 12 a� GARAGEBUKTON5RE v OTHERS, r ✓� 203 Industrial Drive NORTHSTAR Redwood Falls, MN 1st LEVEL ' : , . I: n n O 11. I Ph:(507 644-6600 Fx: (507; 644-6601 ELECTRICAL PLAN PANEL SIZING FOR 200 AMP BOX 9.06 KW = 3024 SQ FT @ 3 WATTS/SQ FT 3.00KW = (2) 20 AMP APPLIANCE CIRCUITS 13.0OKW = RANGE 1.50KW = LAUNDRY CIRCUIT 5.20KW = CLOTHES DRYER 4.50KW = WATER HEATER 1.40KW = DISHWASHER 37.66KW = TOTAL 1 O.00KW= FIRST 10 KW @ 100% 11.06KW = REMAINDER @ 40% (27.66)(.4) 20.9OKW = ASSUMED HVAC 41.96KW = TOTAL CALCULATED LOAD FOR SERVICE SIZE: 41,960 W 1240 VOLTS = 174.83 AMPERES 200 AMP SERVICE cP'. �� •, v •_y , i1�. �ONAI ELECTRICAL LEGEND SYMBOL DESCRIPTION g SWITCH 3 -WAY SWITCH 12OV DUPLEX RECEPTACLE 120V DUPLEX RECEPTACLE Wt USB Qp VANITY WALL MOUNT LIGHT ® / FUTURE GARAGE / RECESSED LIGHT (ON SITE BY OTHERS) STANDARD LIGHT © SMOKE DETECTOR EXTERIOR WALL LIGHT I � —'— 12 \ 12 \ 1\ \ 1 \ \ \ I y I\ \\ \ \ L'gUYIED CIG L'W`fIED EC ( 12 G4RAff 12 12 DPEf.'FR IYIUGHi GARAGE / OPENEPENERWI UGH7 / I GARAGEBUKTON5RE v OTHERS, r ✓� 203 Industrial Drive NORTHSTAR Redwood Falls, MN 1st LEVEL ' : , . I: n n O 11. I Ph:(507 644-6600 Fx: (507; 644-6601 ELECTRICAL PLAN PANEL SIZING FOR 200 AMP BOX 9.06 KW = 3024 SQ FT @ 3 WATTS/SQ FT 3.00KW = (2) 20 AMP APPLIANCE CIRCUITS 13.0OKW = RANGE 1.50KW = LAUNDRY CIRCUIT 5.20KW = CLOTHES DRYER 4.50KW = WATER HEATER 1.40KW = DISHWASHER 37.66KW = TOTAL 1 O.00KW= FIRST 10 KW @ 100% 11.06KW = REMAINDER @ 40% (27.66)(.4) 20.9OKW = ASSUMED HVAC 41.96KW = TOTAL CALCULATED LOAD FOR SERVICE SIZE: 41,960 W 1240 VOLTS = 174.83 AMPERES 200 AMP SERVICE cP'. �� •, v •_y , i1�. �ONAI ELECTRICAL LEGEND SYMBOL DESCRIPTION g SWITCH 3 -WAY SWITCH 12OV DUPLEX RECEPTACLE 120V DUPLEX RECEPTACLE Wt USB Qp VANITY WALL MOUNT LIGHT ® FXHAUST FAN JUNCTION BOX O RECESSED LIGHT STANDARD LIGHT © SMOKE DETECTOR EXTERIOR WALL LIGHT MODEL NS1619 DATE: 6-26-2017 1 REV: ISCALE: NTS a 29 NP N 1 iiia I 1 2nd LEVEL FAMILY ROOM 1 EFCI / I 21 rrz z+ 25 x n I1 BEDROOM qDD 2 II z; D MASTER BEDROOM 2< 71 \ \ *21 I asBATH#2\\\ I \\ \ ® �J 2r 222 \1 II 0 N �8 ��—_—�1\��27 241 r 10 201 p��1 '\� /•�///20.<y A27 MASTER/ BAT / / PANEL SCHEDULE -200 AMP SERVICE PANEL DESCRIPTION BREAKER WIRE CIRCUIT CIRCUIT WIRE BREAKER DESCRIPTION TRIP SIZE NUMBER NUMBER SIZE TRIP OPEN 40 39 1 OPEN OPEN 38 3] LEVEL 2 FAMILY RM j1P20AAFC1l 12-2 1 28 1 27 1 12-2 lIP20AAFCI I LEVEL 2 FAINLY RM BATH 02 1 P20A 12-2 26 25 12-2 1 P20A AFCI BEDROOM 02 MASTER BEDROOM 1 P20A AFCI 12-2 24 23 12-2 1 P20A AFCI BEDROOM I4 BEDROOM x3 1 P20 AFCI 12-2 22 21 12-2 1 P20 MASTER BATH UPPER HALL 1 P20A AFCI _ 12-2 20 is 12-2 1 P20A AFCI -PER HALL RANGE 2P40A 8-3 is 17 10-3 2P30AAFCI DRIER FLEX SPACE 1P20AAFCI 1 12-2 1 10 1 s 1 12-2 I1P20AAfCI I FAMILY ROCI DINSXJ LIGHTS 1P20AAFCI 12-2 a� 12-2 iP20A AFCI DIY MICROWAVE 1P20AAFC1 12-2 0 0 _i 2-2 1P20A AFCI RFFRKaERAn K rCHCN 1 P20A AFCI 12-2 < 3 12-2 11 P20A AFCI I KrrCHEN LIGHTS 1P20A AFCI 1 12-2 1 2 1 1 1 12-2 11P20AAFCl I DRJINFllOR.EAKFAST `\ S\IISCXES \ON Im WAi 1�\ OPEN TO BEL04 �N nOf I 22 23 1 j 11 22 \\ 22 \ \ 22 \\ 22 \ \ 23 BEDROOM H3 m BEDROOM 94 22 23 ALL STANDARD LIGHTS - PREP FOR LIGHTS ON SITE BY OTHERS is W9 z_-- ' {{ {I I{ II II II II it II II II 11 II FUTURE BONUS ROOM (ON SITE BY OTHERS) II II II II II II 11 II II II 1 19 GQWE EULT ON SITE BY OTHERS �� _-I 203 Industrial Drive �%N� �NORTHSTAR Redwood Fails, MN � (� LIE- "" 644-560 Fx (07� 644-6600 ELECTRICAL PLAN PANEL SIZING FOR 200 AMP BOX (TYPICAL FOR HOMES UP TO 3000 SQ FT) 9.06 KW = 3024 SQ FT @ 3 WATTSISQ FT 3.00KW = (2) 20 AMP APPLIANCE CIRCUITS 13.00KW = RANGE 1.50KW = LAUNDRY CIRCUIT 5.20KW = CLOTHES DRYER 4.50KW = WATER HEATER 1.40KW = DISHWASHER 37.66KW = TOTAL 1 O.00KW= FIRST 10 KW @ 100% 11.06KW = REMAINDER @ 40% (27.66)(.4) 20.90KW = ASSUMED HVAC 41.96KW = TOTAL CALCULATED LOAD FOR SERVICE SIZE: 41,960 W / 240 VOLTS = 174.83 AMPERES 200 AMP SERVICE ELECTRICAL LEGEND SYMBOL DESCRIPTION $ SWITCH 16 3 -WAY SWITCH 120V DUPLEX RECEPTACLE 120V DUPLEX RECEPTACLE WI USB VANITY WALL MOUNT LIGHT ® EXHAUST FAN ❑J JUNCTION BOX O RECESSED LIGHT STANDARD LIGHT Q SMOKE DETECTOR I� EXTERIOR WALL LIGHT MODEL NS1619 DATE: 6-26-2017 1 REV: SCALE: NTS Of ELECTRICAL NOTES: ELECTRICAL CROSS OVER DETAIL USE 'UL LISTED"WIRE TO TWIST CONNECTORS(I.E. WIRE 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE NUTS) TO CONNECT THE CURRENT CARRYING CONDUCTORS WITH THE APPROPRIATE ARTICLES OF THE NEC. EXTEND THE COILED WIRE CAPBLE TO THE J BOX IN TOGETHER IN ACCORDANCE WITH THE MANUFACTURER'S 2. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED THE OTHER MODULE. CONNECT THE CABLE TO THE INSTRUCTIONS. USE AN APPROVED CRIMP TYPE CONNECTOR WITH READILY ACCESIBLE DISCONNECTS ADJACENT TO THE WATER J BOX WITH A I ISTFD WIRE CONNFCTOR. CONNFCT NON -REMOVABLE CONNETOR) TO CONNECT THE GROUNDING EACHCONDUTORTOTHECORRESPONDING ( HEATERS SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKERS CONDUCTOR BASED BASED ON EACH CONDUCTORS WIRES TOGETHER. SUPPORT ALL CIRCUITS AND/OR INSTALL LISTED SHALL BE PERMITTED TO SERVE AS DISCONNECTING MEANS ONLY CONNECT CABLE STAPLES OR FASTENINGS WITHIN 6^oFTHE JBOX. ANDTHE GROUNDING WIRE TO BOTH THE WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE GROUNDING WIRE(S) IN THE OTHER MODULE AND THE RE -INSTALL THE JUNCTION BOX COVER PLATE AND WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. J BOX GROUNDING SCREW. IF MORE THAN ONE CIRCUIT IS TO BE CONNECTED IN THE SAME JUNCTION BOX, VERIFY TEST EACH CIRCUIT AS REQUIRED BY THE LOCAL 3. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESIBLE THAT THE CORRECT CIRCUITS ARE BEING SPLICED BUILDING OFFICIAL (HAVE ALLWORK INSPECTED AND DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED, A UNIT SWITCH TOGETHER BEFORE CONNECTING ANY WIRES TOGETHER. APPROVED BY THE LOCAL BUILDING OFFICIAL BEFORE WITH A MARKED "OFF" POSITION THAT IS A PART OF THE HVAC INSTALLING THE J BOX COVER OR TURNING ON THE EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONCUCTORS SHALL THE DETAIL BELOW IS SHOWN FOR ELECTRICAL CROSS- POWER TO THE BUILDING OR CIRCUIT.) BE PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER OVER CONNECTIONS INSTALLED BELOW THE FLOOR SYSTEM. THESE SAME PROCEDURES SHOULD BE USED FOR DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ELECTRICAL CROSS OVER CONNECTIONS LOCATED IN THE MATE LINE ACCESSIBLE CRICUIT BREAKER. ATTIC. INSPECT THE ATTIC NEAR THE MATE LINE FOR ALL SUCH REQUIRED ELECTRICAL CROSSOVER CONNECTIONS. 4. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING WIRE CABLE FLOOR CONSTRUCTION RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED -"- - BY AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NEC, LOCAL ELECTRICAL CONSULTANT. WIRE CONDUTORS REQUIRED TO BE CONNECTED TO THEBY J BOX IN OTHER MODULE TO COMPLETE THE ELECTRICAL J BOX LOCATION- INSPECT BELOW THE FLOOR 5. THE MAIN ELECTRICAL PANEL, SERVICE DISCONNECT (MAIN CIRCUIT CROSSOVER CONNECTION (EXTRA WIRE TO BE COILED TO DETERMINE THE REQUIRED CROSSOVER LOCATIONS BREAKERS) AND FEEDERS ARE SITE INSTALLED, DESIGNED BY OTHERS AND INSTALLED IN FRAMING CAVITY AT FACTORY TO NOTE: ALTERNATE LOCATION FOR CROSSOVERS IN ATTIC NEAR ATTIC ACCESS AND SUBJECT TO LOCAL JURISDICTION REVIEW AND APPROVAL. ENABLE ON SITE CROSSOVER CONNECTION) 6. ALL CIRCUITS CROSSING OVER MODULAR MATING LINE(S) SHALL BE SITE CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES, LOCATED IN THE FLOOR OR IN THE ATTIC. 7. ALL CIRCUITS TO BE COPPER NM EXCEPT HVAC AND RANGE CIRCUITS TO BE COPPER SE CABLE (75°C) S. ATTIC ACCESS SHALL HAVE SWITCHED LIGHT AND OUTLET AT OR NEAR THE VICINITY OF THE ACCESS PANEL, TO ANY OF THE INSTALLED GENERAL LIGHTING CIRCUITS) 9. RECEPTACLES INSTALLED IN WET LOCATIONS MUST BE IN A WEATHERPROOF ENCLOSURE WITH INTEGRITY OF WHICH IS NOT AFFECTED WHEN THE ATTACHMENT PLUG CAP IS INSERTED OR REMOVED. SERVICE DIAGRAM 10. SMOKE DETECTORS MUST BE WIRED TO ACTIVATE ALL ALARMS SERVICE DIAGRAM OVERHEAD MAST 200 AMP SERVICE 100 AMP SERVICE SIMULTANEOUSLY IF ANY DETECTOR IS ACTIVATED. ALL SMOKE INSTALLED ON SITE DETECTORS LOCATED WITHIN 20 FEET OF A COOKING APPLIANCE SHALL PER NEC BE THE PHOTOELECTRIC TYPE. 200 AMP 100 AMP 11. ALL FANS MUST BE DUCTED TO THE EXTERIOR OF THE BUILDING SERVICE PANEL SERVICE SUB- PANEL AND TERMINATE AT AN APPROVED VENT CAP. METER 12. PROVIDE TYPE "B" LIGHT FIXTURE & DUPLEX RECEPT IN CRAWL SPACE. #2 COPPER STUB 1 1/2" EMPTY CONDUIT — GROUND WIRE FOR FUTURE FIXTURES SE CABLE CU 3/0-3 CONDUITS MAY BE RIGID METAL OR RIGID NONMETALIC PER NEC 2" TYPE LB 2" CONDUITnn'fiiayy�i CONDUIT FITTING �� j y % t City 203 Ind strict Drive VVI PAG Redwood Falls, MN ELECTRICAL MODEL NS1619 eat/�� NORTH STAR AND NOTES A t0b Fx: (507) 644-6601 SCHEDULES DATE: 5.6.2017 REV: SCALE: 31`16'= 1'-0' pg OjV/S GENERAL PLUMBING NOTES: i. TUB ACCESS PROVIDED UNDER HOME UNLESS OTHERWISE NOTED. 2. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES (TUBS AND SHOWERS LOCAI ED IN FLOOR CAVITY, SINKS LOCATED IN CAB. BASE) 3. WATER HEATER SHALL HAVE SAFETY PAN WITH 3!4" DRAIN TO EXTERIOR. T&P RELIEF VALVE WITH DRAIN TO EXTERIOR, AND A SHUT-OFF VALVE WITHIN 3 FEET ON THE COLD WATER SUPPLY LINE. 4. DWV SYSTEM SHALL EITHER BE ABS OR PVC-DWV. 5. WATER SUPPLY LINES SHALL BE CPVG (SCH 40 OR SDRII)OR PEX. WATER SUPPLY LINES MAY BE STUBBED THROUGH THE FLOOR (ONLY) WITH THE ON-SITE INSTALIATION OF ALL LINES BELOW THE FLOOR TO BE IN ACCORDANCE WITH THE SPECIFICATIONS ON THIS DRAWING. 6. WATER CLOSETS AVERAGE WATER USAGE SHALL NOT EXCEED 1.6 GAUFLUSH 7. BUILDING DRAIN AND CLEANOUTS ARE DESIGNEDAND SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION APPROVAL. UNDERFLOOR TRAP ARMS NOT INSTALLED IN THE FACTORY DUE TO POSSIBLE IN -TRANSIT DAMAGE ARE TO BE SITE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS ON THIS DRAWING. 8. AN ACCESSIBLE SHUT OFF VALVE SHALL BE PROVIDED AHEAD OF THE FIRST OUTLET OR BRANCH CONNECTIONTO THE SERVICE OR DISTRIBUTION PIPE. THIS SHUT OFF VALVE MAY BE SITE INSTALLED, 9. SINKS AND LAVS SHALL NOT USE MORE THAN 22 GAUMIN @ 60 PSI. 10. SHOWER HEADS SHALL NOT USE MORE THAN 25 GAUNIIN@ 80 PSI PER ANSI STD A 11218.110. 11. ALL SHOWERS TO HAVE TEMPERATURE OF WATER CONTROLLED BY A BALANCED PRESSURE, THERMOSTATIC OR COMBINATION BALANCED PRESS UREITHERMOSTATIC VALVE TO LIMIT THE WATER TEMP TO 120-F (VALVE TO COMPLY WI ASSE 1016 OR CSA CANCSA-B 125). 12. AIR ADMITTANCE VALVES (AV) SHALL CONFORM TO ASSE 1051. THE AV VALVES SHALL BE LOCATED A MINIMUM OF 4INCHES ABOVE THE HORIZONTAL DRAIN OR FIXTURE DRAIN BEING VENTED AND MUST BE INSTALLED IN WELL VENTILATED SPACES OR BE PROVIDED WITH VENTILATED ACCESS DOORS. 13. WATER HAMMER ARRESTORS TO BE INSTALLED WHERE QUICK CLOSING VAVLES ARE UTILIZED (I.E. DISHWASHERS, CLOTHES WASHERS, ICE MAKERS, OR OTHER QUICK CLOSING DEVICES WITH SOLENOID VALVES). ARRESTORS MUST COMPLY WITH ASSEJANSI 1010AND MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, 14. AN APPROVED THERMAL EXPANSION DEVICE SHALL BE SITE INSTALLED IN THE WATER SUPPLY SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. (THIS DEVISE IS ONLY REQUIRED WHEN BACKFLOW PREVENTORS, PRESSURE REDUCINGVALVES, CHECK VALVES, OR STORAGE WATER HEATERS ARE INSTALLED IN THE WATER SUPPLY SYSTEM WHICH MAY PREVENT PRESSURE RELIEF) DW TO BE CONNECTED TO AN APPROVED AIR GAP IN ACCORDANCE WITH MN PLUMBING CODE 414.3 2" VENT LAV 11/2" WIC 2" \ 3" 3" 3" 1/2 BATH 1 1!2" VENT WIC 3„ 11-1 311 1 112" VENT Q AV 11/2' 11/2• TU MASTER BATH MASTER BATH EA. LAV SHOWER MASTER BATH 203 Industrial Drive NORTHSTAR Redwood Falls, MN Ph: (507 644-6600 Fz: (5073 644-6601 SLOPE OF HORIZONTAL DRAINAGE PIPE SIZE (INCHES) MINIMUM SLOPE (INCH PER FOOT) 2 1/2 OR LESS 1/4 3 TO 6 1/8 8 OR LARGER 1/16 PIPE SUPPORT PVC: HORIZONTAL= 4'1 VERTICAL= 10' 1 1I2' VENT 11/2" VENT 3" VTR LAV LAV TUB/SHOWER 1112° 1112" q3' W/C2 11/2' 1112" 3" HALL BATHoQ;n0o. TF , m . ' E • Ito v em ; a• TYPICAL DWV RISERS I MODEL NS1619 DATE: 6-26-2017 1 REV: City of PA ' Wheat Rif SCALE: NTS 1 1.0 23'-0" 19'-5" II II ii I I o II r— II I II 8X21 FIBG. N.D. I I II I 8X21 IfI G. H.D. - II � I II I I X i t ---- 1I II I ¢ II II II x o II II --------- — — — — — — r- ----- --- W 2Q! ------------ 0 8X21 o o X21 FIBG, H.D. I as PACC IJI I 0 NiNpM ,,,pll v; •.? ism• .` '''��i�l�'�6 26'-4" 16'-4" • ,,,��``` /IpIM/Ati�lll � /000 City NORTHSTAR 203 Industrial Drive Redwood Falls, 1st LEVEL HVAC DESIGN MODEL NS1619 �,pn� Wheat Ridge 9 6 Ph. (507 644-6600 Fx: (507 644-6601 DATE; 6.28.2017 REV: SCALE: NTS kt�� I 1x1 6x82 GALV OFFS 1 T PLENU 16'-7" 221 1 -l"I 42- 0 t2 8X21 FIBG. H.D. I 8X21 FIBG. HD 12 RUM 12X U? A T"C' I ALG _j 0 !19 0 lea ILL cn x r i 1242 2X12 FZTJ 1, D��jj 6X18 FIBG. .D. 418 FIBG. H. D. Lj I t 6'— 10" 101-011 '00 F Nv City at 203 Industrial at Ridg Drf MODEL NS1619 Whe )RTHSTAR Redwood Falls, MN 2nd LEVEL HVAC DESIGN I Ph: (507) zlrl4v Fx: (507) 644-6600 644-6601 biviso DATE: 6-2&20 17 REV: SCALE: NTS e n GEI4E RAL \VAI NroTES. DRI:IUG. HOLES DRILLEDARE TO BELESS THAVEO°c OF THE STUOVADTH,AID EDGE OF HO -E IS TO BE NO MORE TRAY Sr FROM EDGE OF STUD. NOTCHING: NOTCHEO STUDS ARE NOT TO BE CUT TO A DEPTH EXCEEDAG 26; OF ITS VROTH. Top PLATE CRILLINO 6 NOTCHING P EXCEED;YO 567, OF PLATE, A GALVANIZED META RE HOT LESS THAN 0.054* THICK 81 ITT IMIDE SHALL BE FASTENED ACROSS A 6111 OF 6' PAST OPENING. VIALL FASTENING: (I6d 61AYBE USED AS AN ALTERNATE TO.I31'A3' NAILS 1 GENERAL NOTES: 2X4 PLATE TO STUD- (1).131'X3' FACE NAIL 2X6 PLATE TO STUD- (3).13170'FACE NAL FASTEN RIDGE BOARD TO EA TRUSS FXIEAIOR.pRIT51NTHE Blll_DING ENVELOPE THAT ARE SOURCES ORJOINTS14HASARDUND NVEOPETHASAND DOUBLE TOPSTU RA7E.131'K3' FACE NA416' O.C. FUDGE VENT DISTAL LED BY OTHERS WITH (3) .131'X3' MAKS OFARLEAKAGR DOORFRAMES, BETIYEEEN WALL CAVITIESAND WINDONS OR DOOR FRAMES. DCUBIE S1U05'..131'X3' FACE NAL 24' O.C. tlEnVEEN LVALLS AND FOUNOATIONS, BETWEEN WALLS AND ROOF( HEADER BUILD LIP. .131'X3- FACE NAIL (3) AT 12' O.C. as X 1 V4' STRAPACCROSS JOINT FASTEN RIDGE BOARDS YAM LEILRNG AND RFTYFFI4 Al I VIAL PANELS, OPE NclGSAT PENETRATIONS HEADER INSTALLATION. (5).13M3' FACE ANL THROUGH STUN, EA BOARD BffORESHEATiRNG INSTALLATIO:L (2) ROl'I5.(AISO TAL5 STAGGERED OF UTILITY SERVICES THROUGH MALLS, FLOORS, AND ROOFS, MD ALL L U•ADTSTUDS..13170 AT 16'O.C. ACCROSS JONT(TYP, FA MODULE) _ Q IB' O.C. (ALT 1/4' X 3 IR' SCRE\'fS OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE SHALL BE CAULKED, GA56ETED. WEATHER STRIPPED, OR OTHERWISE SEALED VAPOR BARRIER S1InU2' CR0lM STAPLE 12' O,C. AT SEAJS LP.O. NAILS) 94 All APPROVED MANNER EXT.YIAIL TO FLOOR.I3PX3'AT i6.O.C. ALT 30'X4• LAO SCREVIS AT 3YO.C. AND AT DOOR"'AYS.) ( PRE -ENG VEERED TRUSS BY OTHERS (TRUSSES INSTALLED AT RA.T-) CONFIGURATION WEBS VARY �24'O.C. 2ARWEBMIN FI'BEACH LODJLAH- NVEA VENT SE TO EXT. WALL TO FLOOR .131'X3'Ai i6'O.C. (ALT 1N7(3' SCREYIS AT JZ' 0 C. BRACING TRUSS lASTEN LATERAL RS RECD PER TRUSS Y012) 3173 FASTEN IATERPI BRAG:4G 70 EA TRUSS''/1112).1317(3' NABS APPLIEDAAIIN. OF 1'BEL0VI PEAK TO ALLOW FREE AR FLOW. REDUCEDUAL 9HIS FRIDGE ROD--TO R00=AREA IS FACTOR iAY BE REDUCED TO Il300VAffNA VAPOR BARRIER OF 7 PFRIA OR LESS IS INSTALLEOIN ATTIC) A MAT (SEE TRUSS FRITS ATTACHED TO THIS SUBAURAL) 12 TO TW PLATE 70 TCP PLATT: 3'XT 1YAL 7E PUTS (iPJ7 OR CO) V lul'ELTUNDFRIAYI.IFNIT CEIUNG I ROOF ASSEM'SLY -FIBERGLASS SHN:GLES ICE 8 WATER SWELD ROOF UNDERLAY6IENT IS \CIE LAYER) TPS -USB ROOF SHEAIHNG -BL OSB ROOF SHEATHING, 27116 SPAN I,VCF7 E%�. 1 SEE ROOF LO:1ST. �B10'7R1 I!151/LAT10:1 fl -50 FOR FASTENWG ?R6ENG VEERED HINGED TRUSS ® 24' O C. 316 -LAG AT 4' B' O.C. (MITI, V PENET.1 (I) LAYER 58' TYPE X GYPSJMI BOARD ALTERNATE ROOF FASTENING:ANGLE 516X4' CRK RES -VAPOR BARRIER PRIMER VISULATIO:I BATTLE(TYP) FASTEN TRUSS KUNG POST STRUCTURAL SCRRVS@3'-0' O.C. STAGGERED AT I OW VARSPACE nh.) 1VOH (2)R07JS 16d NAR S OR EQUIVALENT) STAGGERED AT 18' O.C. SUB -FASCIA TO TRUSS FASTENING: (2).13173' FACE NAIL TRUSS TO PLATE 2X6 SPF93 DOUBLE TOP PLATE (STAGGER JOINTS 24' CR USE SPL PLATES) RSUDRSULAIION USP FITT TRUSS TIEY)0'NN 11 DOOR OR WINDO\V HEADER (2) 2K16 HEAT -FIR NO.2 2X4 SPFi]OOl18LE TOP PLATE(STAGGER JORRB N'Oft USE SPLICE RATES) GRIP CAP INSTALLED ABOVE (EA. TRUSS) $ OR BETTER (FOR SPANS UP TO 4) WINDOWS A140 DOORS II W/ (1) 2X6 SPF43 JACK STUD EACH SIDE 55'SHEETROCX EDCOB'CENIERJENT II 1X6 HEADER BASE PLATE I H'.X10' 29 W. META STRAP (1) II SOFFIT PANLS EVERY 4'MIN7YrrH(5)1114' X 1'VADE CAGAN STAPLES II (( 112'SHEETR0CK EACH SIDE OF STRAP II it EXTERIOR WALL ASSEMBLY II 11 7116'OSB SHEATHING ITT SREETROCK 11 FROM FLOOR RIAs TOTOP PLATE -VTOSB FOR LATERAL SUPPORT 11 'WALL SHEATHING TO STIN FASTENING: HWSEYlRAP II Ox -VAPOR SORRIER PRIMER R19FIBERGIA58INSUTATIOH II Ed OR 16 Ga 7116'X11/2'GALV STARES 11 IVINDOIYS AJ413 DOORS INSTALLED PER LIANUFACTURERSINSTRUCTIWIS -2X6 SPFA3 STUDS Q I6' O C. 4'O.C. F.OGES, AND V0 C. FIELD II 2X4 SPF53 STUDS AT I6'O.C. -7116 WALL SHEATHING, 24/16 SPAN INDEX D(P.I I II II -SUILDING WRAP -LAP SIDING (TMP) jj II 11 1 112'X 1729 Ga. MLTAL STRAP AT ALL DORWAYS AND (1) HAP SIDING I) II EVERY4' T.IITL WITH (5)1114' X V WIDE CROWN STAPLES II EACH SIDE OF STRAP SPF03 SOLE PLATE RIM INSULATION: 2'THERVAY IRA 5) 2X6 SPF4q STUDS 16' O.C. AT FIRE RESISTANT FOIL FACE ALL R-21 INSULATION. Y7X4 7X6SPFA3 SOLE PLATE y4'TSG OSB FLOOR DECKIKG CBL 2X12 HEIR NO.2 CONTDINLS CENTER RIM BFAIA EDGES OF THE INSULATION ARE TO BE SEALED. ONSITE CONTRACTOR 11 71V OPEN. JOISTSAT 16'0.1. (TMP) All OPEN JOISTS CONNECTING TO RIM BEANS TO HAVE ISP2 Sell I BB:013T HANGERS TO SIAL OOTTOM ARER SET. DOUBLE 2X12 HRR -FIR NO.2 2X6 SPFA3 DOUNI F TOP PLATE (STAGGER J0114r5 24,OR USE SPLICE PLATES) r1laV02 DOOR OR WINDOW HEADER: (2)2X1D HELI -FIR NO.2 2X4 SPFA3 DOUBLE TOP PLATE (STAGGER MUTTS 24' OR USE SPLICE PLATES) CR& CAP INSTALLED ABOVE OR BETTER (FOR SPANS UP TO 4•) 1YINDDUSAIDODORS (1) 2X6 EPP0I JACK STUD EACH SDESS'SHEETROC'KI%B 111i10ER I4ASC PLATE 29 Ga HETA STRAP (I) II II EVERY 4' L11N'WITH (5)1114' X I'WDE CROWN STAPLES II It2 SHEETROCK EACH SIDE OF STRAP II II IX7ERNIR WALL ASSEMBLY II 7/16' OSB SHFATFBN3 II FROM FLOOR F414 TO TOP PLATE II • UT SHEETROCK -170.50 FCR II II 'NAL SHEATH] NO TO STM] FASTENING: II HOUSE WRAPII RP01LSlRPORT -VAPOR BORNEO PM,IER -R 19 FIBERGLASS INSULATION Ga TO VXI �ELSD� II VO.C'EDGES, II II II (WAGES ON'S AND DOORS INSTALLED PER MANUFACTURERS 1NSTRJCTiDNS_ O AND WO.6 •71i SPF6J STUBS SHEATHING, 2X4 SPFlJ STUDS AT i6' O.0 7116 WALL SHEATHING, 2G1fi SPAN INDEX, IXP.1 -eU�1NG AVRaP II II 1 V2' X 1729 Ga. METAL STRAP AT ALL DORWAYS AND (1) -UAP SIDING II .'s v E, A•'�'�ip` IT EVERY 419A. VIITH (5)1114' X i' WIDECROIYN STAPLES FACHSIDEOFSTRAP 2X45PF03SOLE RATE Rk%I INSlM7NN: 7THEPWAC 15 CR i •� �• 7%65PF9.75NDSQ16'O.C. 7X65PFA350LE PLATE ft-191NS1M710V Wf FILE RESISTANT FOIL FACE All R-2i1NSULATION 33'T6G OSB FLOOR DECKING EDGEEALED.014OF THE 111SULATION ARE TO SES -SITE CONTRAOR =r'90 TD MEAL BOTTOM AFTER SET. .�. 1 .�Q`�• .. L' maps# 11,1141 1171W OPEN J049TSAT IV O.C. (IYP DBL 2X12 HE%VFIR ND 2 CONTUNOUS CENTER FUM BEAM DOUBLE 2X12 HEIMMR NO.2 ALL OPEN 41STS CONNECTING TO RIA SEMIS TO HANE I51`23a11.8I JOIST HANGERS CO`ITUTUDU5 RIM BEATA @ EXTERIOR FASTEN CENTER RIM BEAMS PM04ETER OFMODUAR UNITS (TYP). TOGETHER WITH NB' CARRIAGE SOLTSAT4'-0'O.C. 7Cityof SEE FLOOR CONSTRUCTION DRAVANG FOR FLOOR SYSTE2,1 FASTENING REOUIRDAENTS, SEE ROOF CONSTRUCTION DRAWING FOR ROOF SYSTRI FASTFK74 REQU'RRIENTS. ms's PA 203 Industria( Drive NORTHSTAR Redwood Falk, MN MODEL NS1619 Wh Rid Ph: (507 644-6600 CROSS SECTION 15.0 .at Fx: (5073 644-6601 DATE: 6.26-2017 REV: SME:1l4°=1'-0' ng Divis e n 72' 48' 33' 15' ------------------ I v. I r---- ----------- j • I I I I I. I o I •.I I I I I I a ED 7A' I I I 24' ------------------------- F------------------------------------- ---� �I I I r---------------------------� CRAWL SPACEAC.CFSS T.BOL . J I NOTE: CONC. FOUNDATION WALLS AND FOOTINGS ARETOHAVEAT.IINII.IUhICONIFRESS:VESTRENGTH I I I I d l v i OF 50004 M. i 6 I I I °I I I I I THIS I PLANxNTENDED FOR TYPICAL BEAMING F OR THE MODULAR O L HO1E, ON-SITE CONTRACTOR ISRESPONSIBLE E I FOR ALL CONFLNNCE TO APPLICABLE BUILD NG CODES INCLUDING I ' I STATE CODES. CONTRACTOR IS 70 REFER TO THE LOCAL AUTHORITY. THIS INCLUDES VERIFICATION OF FOOTING REQUIREMENTS TO DETERMINE I ACTUAL FOOTING SIZE. FOOTING SIZE MAY BE GREATER OR LESS ERASALLOWED BY THE LOCAL BUILDING AUTHORITY. I I I I I I 7-92.- I I 9' 9'•02• g' 5'A" 7,_8" I j r 1 r 1 r 1 r 1 1 f 1 I I I GARAGE I I m I I I I I I I I I GARAGE BU LT ON SITE I I L_ J L_ J L_ J L_ J I I I 16x16 CMU PIER GARAGE 000R LOLOWCN MAY VARY I ( o I I OVER CONC. FOOTER I I (nP) I ° I BACKFILL GARAGE SLAB- TOP OF GARAGE SLAB TO BE NO MORE THAN 13114' BELOW SUB -FLOOR I ' I I I I I I OF IMN HOUSE.(3 RISERS WITH MAX RISE OF 7 Y41 I I I I I I I I I I I I I I I I I I I I I --------------- r------ Q -------- ' j L------------------- ----- -- I I a.. ° -------------------I -------------------------- ---- ------ . , I I I I 29'-62" I I I I ``gpnu►N,i z � i � •�afF �y� I `�,`,,��0 I I I I = I I I I I I I I o tot Id •' ,'�hNSHINO`,`� E---------------------------� OW 18'_52" — ----- ---- -- ---- -- 1'.._ 9'-3" 2' 9 -3' 1'-9" 203 Industrial Drive NS1619 CVt NORTHSTAR Redwood Falls, Ph: (507) 644-6600 Fx: 507) 644-6601 MNFOUNDATION PLANMODEL ' ( DATE: 6.26.2017 REV: SCALE: NTS Building Diviso 0 ► . + City of ��Wheatp,.dgc MUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 May 5, 2015 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADRESS: 9292 W. 42"d Avenue, Wheat Ridge CO 80033 SUBDMSION: Happy Valley Gardens BLOCK: 034 LOT(s):_ KEY:_ SECTION: 22 RANGE: 69 PARCEL NO: 39-233-01-010 NOTES: This is a courtesy notification AUTHORIZED BY: DISTRIBUTION: Property Owner b";l DATE: 2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 5. Email to Jeffco IT Services at smitchelnajeffco.us 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda.i.martinezaust)s.gov and krissy i-summerfieldna usps gov 8. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223 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. Valley Water District 12. Clear Creek Valley Sanitation District 13. Arvada 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: DATE: www.ci.wheatridge.co.us Site Vicinity May