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HomeMy WebLinkAbout7876 W 43rd CircleCity of Wheat Ridge) Contractor Phone 3034470300 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email kyle.pegon@namastesolar.com Address Retype Contractor kyle.pegon@namastesolar.com Email Address DESCRIPTION OF WORK Scope of Work Master plan approved, over the counter permit. Installation of a new 3.0 kw solar array on each individual unit of the Westridge Yarrow Gardens community by Thrive Home Builders. Each array will be totally independent of each other, but will have a shared meter bank. Each solar array will be grid -tied, have no battery connection, and will utilize enphase microinverters. We will be installing Hanwha 340 watt solar panels and utilizing unirac's racking system with the ecofasten roof attachment system. KW 3.0 # of Panels 8 Location of Panels 8 on roof Structural required No Upload engineer letter Westridae MPS AHJ_stam end Ddf or pages on 8 1/2" x 11" only Solar Installation Plan 11X17 RFC PLOTPLAN WESTRIDGE LOT 16 BLK 3 7876 W Set on 11 "x17" only. 43RD PL PLAN P2 -E 2-S OR 2 JK375.odf Project Value (contract 6750 value or cost of ALL materials and labor) ,A lei uG\ Lei :».]0111101.7A:Ra IF-a01.lnEel Ga01owmel:»:1r�d:10r1 I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Kyle Pegon Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Solar PV Installation Date: Wednesday, November 3, 2021 11:57:20 AM Solar PV Installation This application is exclusively for Solar PV Installations YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Solar PV Installation? PROPERTY INFORMATION Property Address 7876 W 43rd Place Property Owner Name Thrive Homebuilders Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 720-584-4789 doedewaldt@thrivehomebuilders.com Electronic Payment Form Sunnova 8.17.2021.Ddf CONTRACTOR INFORMATION Contractor Business Namaste Solar Electric Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the 090413 City of Wheat Ridge Single Family - New PERMIT - 202100940 PERMIT NO: 202100940 ISSUED: 06/21/2021 JOB ADDRESS: 7876 W 43rd Cir EXPIRES: 06/21/2022 JOB DESCRIPTION: Yarrow Gardens -New SF TH-P2E- 2 car att garage -1757 sq ft 460 sq ft garage *** CONTACTS *** OWNER (303)422-2853 THB WESTRIDGE LLC SUB (303)430-1414 SITEWISE LLC 202034 SITEWISE LLC SUB (303)503-8990 DANIEL KROPSCH 140110 EVANS ELECTRICAL INC. SUB (303)978-1051 TODD WOODFORD 070071 C&T PLUMBING LLC SUB (303) 761-9276 CHRISTOPHER REISTER 170100 STEEL T HEATING, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2936 / SHARON MANOR / WESTPARK BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 205,662.22 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 41318.91 Permit Fee 11815.75 Engin. Review Fee 100.00 ** TOTAL ** 61354.66 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WSP-20-03) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June, and a landscape escrow is provided. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Single Family - New PERMIT - 202100940 202100940 ISSUED: 06/21/2021 7876 W 43rd Cir EXPIRES: 06/21/2022 Yarrow Gardens -New SF TH-P2E- 2 car att garage -1757 sq ft 460 sq ft garage I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include al entities entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 06/21/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Monday, May 10, 20218:35:55 PM New Single -Family TOWNHOME UNIT THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Has the Master Plan Yes been approved for this project? Name of Project 3 Plex Lots 16-18. Blk 3 7876 7880 7884 W 43rd Cir PROPERTY INFORMATION Property Address - 7876 W 43rd Cir Only enter one unit on this application Property Owner Name THB Westridge LLC Property Owner Phone 303-766-7772 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email dvonfeldt@thrivehomebuilders.com Address PLAN REVIEW CONTACT INFORMATION What Is your role? General Contractor Business Name THB Westridge LLC Main Contact Name for Deia Vonfeldt Plan Review Contact Phone Number 303-766-7772 (enter WITH dashes, eg 303-123-4567) Contact Email Address dvonfeldt@thrivehomebuilders.com for Questions/Comments Retype Contact Email dvonfeldt@thrivehomebuilders.com Address DESCRIPTION OF WORK Detailed Scope of New SF TH-P2E- 2 car aft garage -1757 sq ft 460 sq ft garage Work - Example: New single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B -unit) Square Footage of 1757 New Construction Foundation Plans for 7876 W 43rd Cir.Foundation Plan - STAMPED.pdf Specific Building Elevations of Building Site Specific. 7876 w 43RD Cir. Arch BLK 3 LOTS 16- 18 20201021 pdf Site Plan showing Unit 7876 W 43rd Cir Site Plan w Plot Plan pdf Highlighted .. _ . 110mrag• • NFTi1:.. imrzw:T.fi Construction Plans scanned on 11'x17" or larger Soil Report. F3 B3 L16-18.pdf Project Value (contract 191250 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may not begin on this property until a permit has been issued and posted on the property. Yes Yes I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Deia Vonfeldt Permit Email not displaying correctly? View it in your browser. LEVEL 1 SCALE :'/4" = V-0" w CO } C0 O LU SCALE: '/d' = T-0" HANGER SPACING LEGEND WATER GAUGE %885 1" BALL VALVE FOR NOMINAL PIPE SIZE (IN.) 3/4" 1" BACKFLOW MAINTENANCE 1 1/2" (NORMALLY OPEN) 2 1/2" 1" BALL VALVE FOR MAIN DRAIN STEEL PIPE SCH 40, SCH 10, DF,EF N/A 12-0 (PIPED TO FLOOR DRAIN) 15-0 1" SERIES LF2000B BACKFLOW - 2" CPVC UNDERGROUND (BY OTHERS) A. TYP. SPRINKLER RISER DETAIL SCALE: '/d' = T-0" HANGER SPACING LEGEND NOTE: To install the Cover Plate Assembly, %885 gently press It onto the sprinkler body with NOMINAL PIPE SIZE (IN.) 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" STEEL PIPE SCH 40, SCH 10, DF,EF N/A 12-0 12-0 15-0 15-0 15-0 15-0 THREADED LIGHTWALL N/A 12-0 12-0 12-0 12-0 12-0 N/A COPPER 8-0 8-0 10-0 10-0 12-0 12-0 12-0 - CPVC 5-6 6-0 6-6 7-0 8-0 9-0 10-0 PER NFPA 13 9.2.2.1 (A) STRUCTURAL and Rod ASPHALT SHINGLE BD. ON BOTH SIDES, 6 T22'- I I I I I I I I I I I I I I I I N�� v I I I I I I I I I I I I I I 3 INKLER RISER LGVGGL SCALE :'/4" = V-0" CONCEALED SPRINKLER (15 NOTE: To install the Cover Plate Assembly, %885 gently press It onto the sprinkler body with NPT even pressure using the palm of the hand. Concealed Sprinkler -t Wrenchww Part No. Flow 16208W/R Shown FIRE SPRINKLER CEILING. ••A 1/2' ratchet is required (not TOTAL PRESSURE REQUIRED nvntn6le Fran Viking). BASE of RISER (gpm) r77_ 2-9/1 / 3-5/16' 2-1/8' (65 mm) 2 (522 mmmm) 1e„ (54 mm) Maximum Minimum 7890 Hanger No. 09W Hanger No. 14W Hanger No. 15W 2. SYSTEM DESIGN IS PER NFPA 13D, 2010 EDITION. 2-3/4' (70 mi or Note- Upon sprinkler activation, the deflector descends 3-5/16' (84.1 mm) to approximately 13/16' (20.6 mm) below the sprinkler body. Figure 2: Sprinkler Dimensions and Cover Installation 1/2'- (15 mm) NPT L-2-3/16' (56 mm) diameter opening required In the wall. Hanger No. 16W Pipe Strap CONCEALED SIDEWALL SPRINKLER Res idential.0.05gpm/ft2 for 589ft2 REMOTE AREA#1 - 2 HEAD CALC. 2 HEAD SPACED 20 x 20 = 20 GPM Residential■0.05gpm/ft2 for 83ft2 REMOTE AREA #2 - 2 HEAD CAL( 2 HEAD SPACED 16 x 18 = 18 GPI CONCEALED HORIZONTAL SIDEIA SPRINKLER -VK480 LG V GG J SCALE :'/a' = T-0" MING CAUTION: IT IS IMPORTANT THAT THE INSULATION BE INSTALLED TIGHT TO THE JOISTS. IN UNHEATED AREAS, ANY SPACES OR VOIDS BETWEEN THE INSULATION AND THE JOISTS CAUSES THE WATER IN THE FIRE SPRINKLER PIPING TO FREEZE. INSULATION DETAIL #1 INSULATION MUST BE OVER PIPING. PIPING SYSTEM 1/4' (6,35 mm) I.F. Concealed sprinkler8" 2-3/16' Horizontal 1-15/16 body contained in 1/4' (55.5 mm) (49.2 mm) NOTE: To install the Cover Plate Assembly, %885 gently press It onto the sprinkler body with JULY 11, 2019 even pressure using the palm of the hand. Concealed Sprinkler -t Wrenchww Part No. Flow 16208W/R Shown FIRE SPRINKLER CEILING. ••A 1/2' ratchet is required (not TOTAL PRESSURE REQUIRED nvntn6le Fran Viking). BASE of RISER (gpm) r77_ ft_1_ / 3-5/16' +38.281 (45.0%) f (84.1 mm) Res idential.0.05gpm/ft2 for 589ft2 REMOTE AREA#1 - 2 HEAD CALC. 2 HEAD SPACED 20 x 20 = 20 GPM Residential■0.05gpm/ft2 for 83ft2 REMOTE AREA #2 - 2 HEAD CAL( 2 HEAD SPACED 16 x 18 = 18 GPI CONCEALED HORIZONTAL SIDEIA SPRINKLER -VK480 LG V GG J SCALE :'/a' = T-0" MING CAUTION: IT IS IMPORTANT THAT THE INSULATION BE INSTALLED TIGHT TO THE JOISTS. IN UNHEATED AREAS, ANY SPACES OR VOIDS BETWEEN THE INSULATION AND THE JOISTS CAUSES THE WATER IN THE FIRE SPRINKLER PIPING TO FREEZE. INSULATION DETAIL #1 INSULATION MUST BE OVER PIPING. PIPING SYSTEM 1/4' (6,35 mm) I.F. Concealed sprinkler8" 2-3/16' Horizontal 1-15/16 body contained in 1/4' (55.5 mm) (49.2 mm) II ID SPACE AROUND LINE INSULATION �rHEA %885 7889 L' JULY 11, 2019 Adjustment the protective cap J C6,35 mm) Maximum Available Minimum ST BE PROVIDED FOR T TOCONDUCTTHROUGF -t 70 PSI Flow Figure 4: Sprinkler VK480 Dimensions and Cover Installation FIRE SPRINKLER CEILING. NEW LARGER MAINS BEING TOTAL PRESSURE REQUIRED WATER IN THE FIRE SPRINKLER PIPING TO FREEZE. �ew#12x1%" Wood Screw #1 Strap Wood Joist or Beam HANGER DETAILS SCALE : N.T.S. Hanger No. 17W Pipe Strap Wood Joist or Beam Wood Screw #18 x 1 SUPPLY FLOW TEST DATA Test Conducted By WHEAT RIDGE WATER DISTRICT 7889 L' JULY 11, 2019 Static CAUTION: IT IS IMPORTANT THAT THE INSULATION BE INSTALLED TIGHT TO THE JOISTS. IN UNHEATED AREAS, ANY SPACES OR -t 70 PSI Flow VOIDS BETWEEN THE INSULATION AND THE JOISTS CAUSES THE - '�- NEW LARGER MAINS BEING TOTAL PRESSURE REQUIRED WATER IN THE FIRE SPRINKLER PIPING TO FREEZE. BASE of RISER (gpm) 40.93 BASE of RISER (psi) INSULATION DETAIL #2 SAFETY MARGIN (psi) +38.281 (45.0%) WEATHER BARRIER o 1e„ NOT FIRE -RESISTANCE RATED TYPICAL INTERIOR WALL• 2 7890 Hanger No. 09W Hanger No. 14W Hanger No. 15W 2. SYSTEM DESIGN IS PER NFPA 13D, 2010 EDITION. Pipe Strap Sammy Screw Side Sammy Screw STRUCTURAL and Rod ASPHALT SHINGLE BD. ON BOTH SIDES, -Pipe 12" - Side "TJ I" Joist /FIG. 28M -OFFSET HANGER Sammy Screw � / � -_ [tea pont In 0m oocntrl -Pipe Strap (Short) _ All � = Thread Rod Ilysn �IIIIMr , U 3/8" ALL - re -Drill Hole z z p - Pipe 6 Thread - Swivel Rin M 4. BRANCH LINE PIPING TO BE CPVC PIPE AND FITTINGS IN EXPOSED Rod - D11 A Swivel Ring- Pipe _ V (2" Max.) Composite 2 Wood Joist, Beam or Deck Wood 101St I 7.03 : , •' VICINITY MAP I SCALE : N.T.S. SUPPLY FLOW TEST DATA Test Conducted By WHEAT RIDGE WATER DISTRICT DATE: JULY 11, 2019 Static 85 PSI Residual 70 PSI Flow 1550gpm NOTE: NEW LARGER MAINS BEING TOTAL PRESSURE REQUIRED INSTALLED WITH DEVELOPMENT Hydraulic Information Remote Area 1 OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/ft2) 0.05 for 900ft2 (Actual 575ft2) TOTAL HEADS FLOWING 2 K -FACTOR 4.9 TOTAL WATER REQUIRED 40.93 TOTAL PRESSURE REQUIRED 46.701 BASE of RISER (gpm) 40.93 BASE of RISER (psi) 42.052 SAFETY MARGIN (psi) +38.281 (45.0%) Hydraulic Information Remote Area 2 OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/ft2) 0.05 for 900ft2 (Actual 83ft2) TOTAL HEADS FLOWING 2 K -FACTOR 4 TOTAL WATER REQUIRED 36.09 TOTAL PRESSURE REQUIRED 58.930 BASE of RISER (gpm) 36.09 BASE of RISER (psi) 54.552 SAFETY MARGIN (psi) +26.056 (30.7%) mc'o rJ CAMERON T. LEWIS NICET EXTREME FIRE PROTECTION CO. --- NICET LEVEL III CERT. NO. 103656 - EX. 8/1/2022 ER SUPPLY STEM I TYPICAL ROOF SYSTEM: COMPOSITION ROOFING SHINGLES OVER (2) LAYERS OF ROOF UNDERLAYMENT 12 12. , OVER ROOF SHEATHING OVER .3 PRE-ENGINEERED ROOF TRUSSES. PROVIDE ROOF VENTS ANDIO SOFFIT VENTS UPPER LEVEL PLATE RE: ELEVATIONS FOR u z X HEEL HEIGHTS AND CO X (o r ROOF OVERHANGS 1. WORK INCLUDES INSTALLATION OFANAUTOMATIC WET SPRINKLER LOFT i2 DISTANCE - m r n• CLG I TYPICAL FLOOR SYSTEM: - :!m' OSB GLUED & NAILED OVER FLOOR JOISTS RE: I STRUCTURAL a a POWDER 0 .� uAIM 1 cvcl D2.3 J �I 518' TYPE 7C GYP. BD. y ON GARAGE CEILING�N I I D3.1 1•-4 314" 2 -CAR 4 1 GARAGE a, T�PIGAL GARAGE FLOOR: WOOD STEPS AS REQUIRED CONCRETE SLAB OVER MAX. 7 314' RISE. V.I.F., TYP. CONTINUOUS VAPOR BARRIER - FOOT TO OVERHEAD DOOR, LOWER LEVEL _ RE: STRUCTURAL LINE OF VAPOR BARRIER. TYP. A- BUILDING SECTION SCALE: N.T.S. u z X 5 CO X (o r EXTERIOR ELEMENT 1. WORK INCLUDES INSTALLATION OFANAUTOMATIC WET SPRINKLER RATING DISTANCE HALL d-0'CLG WC I TYPICAL EXTERIOR WALL - SIDING: EXT WALL MATERIAL LLLO I 0 FEET ra aG D1.3 WEATHER BARRIER o w NOT FIRE -RESISTANCE RATED TYPICAL INTERIOR WALL• 2 I 112' PLYWOOD SHEATHING, RE. 1 HOUR ON THE Q 2. SYSTEM DESIGN IS PER NFPA 13D, 2010 EDITION. 2X4 STUDS W/ 1!2" GYP. 2 FEET STRUCTURAL UNDERSIDE ASPHALT SHINGLE BD. ON BOTH SIDES, 0) y 2X6 WOOD STUDS 3. DESIGN DENSITY:.05 GPM / SQ. FT. NOT ALLOWED ROOFING U l, O. CIO INSULATION J �I 518' TYPE 7C GYP. BD. y ON GARAGE CEILING�N I I D3.1 1•-4 314" 2 -CAR 4 1 GARAGE a, T�PIGAL GARAGE FLOOR: WOOD STEPS AS REQUIRED CONCRETE SLAB OVER MAX. 7 314' RISE. V.I.F., TYP. CONTINUOUS VAPOR BARRIER - FOOT TO OVERHEAD DOOR, LOWER LEVEL _ RE: STRUCTURAL LINE OF VAPOR BARRIER. TYP. A- BUILDING SECTION SCALE: N.T.S. i '`"°""'° 7876 W 43RD CIRCLE I ! I I I I � J I 1 1 I Fe � • I� (a ,r r. L W� It I r. 1e, �e I -t. ,I PFAP f OL �I ,1 A_ �vNe�wrr4r. CODE ANALYSIS SPRINKLER NOTES u z X O o N CO X (o r EXTERIOR ELEMENT 1. WORK INCLUDES INSTALLATION OFANAUTOMATIC WET SPRINKLER RATING DISTANCE O 1 LLLO I 0 FEET 3.3.11.5TO FEED NEW RESIDENCE. D1.3 N o w NOT FIRE -RESISTANCE RATED 0 HOURS 2 g 1 HOUR ON THE Q 2. SYSTEM DESIGN IS PER NFPA 13D, 2010 EDITION. D2.9 2 FEET Z UNDERSIDE ASPHALT SHINGLE L 0) y 3 FEET 3. DESIGN DENSITY:.05 GPM / SQ. FT. NOT ALLOWED ROOFING < 3 FEET CIO 6 o 4. BRANCH LINE PIPING TO BE CPVC PIPE AND FITTINGS IN EXPOSED 12 D11 A AREASAND IN AREAS WHERE THE PIPING IS CONCEALED. ALL DROPS TO �3 V 2 n I 7.03 : , •' I TYPICAL FIRST FLOOR' R CONCRECONTINUOUS INTRY 5. NO GYP. BD. CEILINGS SHALL BE INSTALLED UNTIL HYDROSTATIC, VAPORVAPOR O ROUGH VISUAL INSPECTION IS COMPLETE. BARRIER. RE' N 14* CLG STRUCTURAL o 6. MAXIMUM SPACING FOR CONCEALED PENDENT SPRINKLERS IS 20 FT. O SLOPE PATIO SLAB x 20 FT. ON ALL LEVELS WITH FLAT CEILINGS AND FOR SLOPE CEILINGS. CL a) 114" PER FOOT CT 3 MAXIMUM SPACING FOR CONCEALED SIDEWALL SPRINKLERS IS 16 FT. x I D1.5 a I a - I a I a I a 2" RIGID PRINT DATE: 08/15/19 IH 7. NO SPRINKLERS REQUIRED IN BATHROOMS THAT MEETTHE INSULATION I I I CONTRACT #: 19103 7876 i '`"°""'° 7876 W 43RD CIRCLE I ! I I I I � J I 1 1 I Fe � • I� (a ,r r. L W� It I r. 1e, �e I -t. ,I PFAP f OL �I ,1 A_ �vNe�wrr4r. CODE ANALYSIS SPRINKLER NOTES EXTERIOR WALL - DWELLINGS WITH FIRE SPRINKLERS z X O o N CO X (o r EXTERIOR ELEMENT 1. WORK INCLUDES INSTALLATION OFANAUTOMATIC WET SPRINKLER RATING DISTANCE O SYSTEM WITH A PASSIVE PURGE SPRINKLER SYSTEM PER NFPA 13D LLLO LL LO 0 FEET 3.3.11.5TO FEED NEW RESIDENCE. N o w NOT FIRE -RESISTANCE RATED 0 HOURS 3 FEET g 1 HOUR ON THE Q 2. SYSTEM DESIGN IS PER NFPA 13D, 2010 EDITION. FIRE -RESISTANCE RATED 2 FEET Z UNDERSIDE L 0) y 3 FEET 3. DESIGN DENSITY:.05 GPM / SQ. FT. NOT ALLOWED N/A < 3 FEET CIO W o 4. BRANCH LINE PIPING TO BE CPVC PIPE AND FITTINGS IN EXPOSED A AREASAND IN AREAS WHERE THE PIPING IS CONCEALED. ALL DROPS TO 0 V SPRINKLERS TO BE 1" PIPE. n 5. NO GYP. BD. CEILINGS SHALL BE INSTALLED UNTIL HYDROSTATIC, O ROUGH VISUAL INSPECTION IS COMPLETE. W a N o 6. MAXIMUM SPACING FOR CONCEALED PENDENT SPRINKLERS IS 20 FT. O 2 x 20 FT. ON ALL LEVELS WITH FLAT CEILINGS AND FOR SLOPE CEILINGS. CL a) = Ci CT MAXIMUM SPACING FOR CONCEALED SIDEWALL SPRINKLERS IS 16 FT. x 18 FT UNLESS OTHERWISE NOTED. a I a I a I a I a I a N PRINT DATE: 08/15/19 IH 7. NO SPRINKLERS REQUIRED IN BATHROOMS THAT MEETTHE CONTRACT #: 19103 7876 FILE NAME: Y3 -EA REQUIREMENTS OF SECTION 8.3.2 OF NFPA 13D, 2010 EDITION. FLOOR/AREA CO TYPE Y3 SHEET NUMBER C_ 8. NO SPRINKLERS REQUIRED IN CLOSETS THAT MEETTHE N 0) m REQUIREMENTS OF SECTION 8.3.3 OF NFPA 13D, 2010 EDITION. (D ~ d 9. NO SPRINKLERS REQUIRED IN GARAGES PER SECTION 8.3.4 OF NFPA 13D, 2010 EDITION. N `0 10. TENT PIPE WITH INSULATION ABOVE CEILING ON UPPER LEVEL TO C PREVENT PIPE FROM FREEZING. SEE INSULATION DETAILS ON THIS CL LL Y SHEET. 11. IT IS THE CONTRACTOR'S RESPONSIBILITYTO MAINTAIN A u TEMPERATURE ABOVE 40F ATALLTIMES ONCE WATER HAS ENTERED THE SPRINKLER SYSTEM DURING CONSTRUCTION. IT IS THE OWNER'S R ESPONSIBI LITY TO MAINTAIN THE BU ILDING ABOVE 40F AT ALL TI M ES C) ONCE THE BUILDING IS COMPLETE. 0 12. UNDERGROUND FIRE LINE TO BE INSTALLED, FLUSHED, AND TESTED Y > Y > IN ACCORDANCE WITH NFPA 24 (BY OTHERS) PRIOR TO ANY FIRE SPRINKLER COMPONENTS BEING CONNECTED TO THE UNDERGROUND PIPING. v 0 Z Y Y W > > N U APPLICABLE CODES & STANDARD: 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL RESIDENTIAL CODE y 5 2012 INTERNATIONAL ENERGY CONSERVATION CODE o 2012 INTERNATIONAL MECHANICAL CODE -0 2012 INTERNATIONAL PLUMBING CODE 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL FUEL GAS CODE 2015 NATIONAL ELECTRIC CODE OCCUPANCY: TOWNHOUSE PER THE INTERNATIONAL BUILDING CODE EXCEPTION (101.2) DETACHED ONE- AND TWO-FAMILY DWELLING AND MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES) NOT MORE THAN THREE STORIES ABOVE GRADE PLANE IN HEIGHT WITH A SEPARATE MEANS OF EGRESS AND THEIR ACCESSORY STRUCTURES SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE. HEIGHT AND NUMBER OF STORIES: STORIES: 3 STORIES (MAX) HEIGHT: 32 FT MAX OR PER VARIANCE APPROVAL 2012 INTERNATIONAL RESIDENTIAL CODE PROVISIONS R302.1 CONSTRUCTION, PROJECTIONS, OPENINGS AND PENETRATIONS OF EXTERIOR WALLS OF DWELLINGS AND ACCESSORY BUILDINGS SHALL COMPLY WITH TABLE R302.1 EXCEPTION 1. WALLS, PROJECTIONS, OPENINGS OR PENETRATIONS IN WALLS PERPENDICULAR TO THE LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE WALLS PROJECTION TABLE R302.1(2) S EXTERIOR WALL - DWELLINGS WITH FIRE SPRINKLERS z MINIMUM FIRE -RESISTANCE MINIMUM FIRE SEPARATION EXTERIOR ELEMENT RATING DISTANCE O 1 HOUR W/ EXPOSURE FIRE -RESISTANCE RATED 0 FEET a FROM OUTSIDE o w NOT FIRE -RESISTANCE RATED 0 HOURS 3 FEET 1 HOUR ON THE Q J Y FIRE -RESISTANCE RATED 2 FEET Z UNDERSIDE NOT FIRE -RESISTANCE RATED 0 HOURS 3 FEET Z) NOT ALLOWED N/A < 3 FEET OPENINGS IN WALLS UNLIMITED 0 HOURS 3 FEET COMPLY W/ R302.4 < 3 FEET PENETRATIONS ALL NONE REQUIRED 3 FEET ,1/ 44th Ave 7 D 2 W 41 st Ave -14th Ave W38thAve BARTHS :al Center19 M IRE 3 WHEATRIDGE a CONDOS Wheat Ridge O� d` r CIL O 3 W 32nd Ave W W 32nd Ave CL MAP SCALE: N.TS 4 Ov N_ O 'IT(n co d)r CD 0J0 O_ < ~ oco on U(9 �w << 0 0 0 M< UJ OH 0 O EO O U '0 (n 00 W O (9 (i Oo � M 0_ H LL 0 O o0) v 00 O fh 0 coW z J Z V O O a � w a o w � � � Q J Y p?� w Z 180 Z) co CIO DRAWN BY: NOLAN KLEIN 0 2 4 6 8 10 12 SCALE: 1/8" = V-0" 0 (n W z J O 180 Z) W o A 0 LL n W a � o 00 Oz a I a I a I a I a I a PRINT DATE: 08/15/19 IH CONTRACT #: 19103 7876 FILE NAME: Y3 -EA FLOOR/AREA N TYPE Y3 SHEET NUMBER FP1z00