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4288 Dudley Street
Sellan Designs, LLC 1414 South Jason St. Deaver, CO 80223 (303)570-2424 February 7, 2022 Landmark Garages 4955 Miller St. #201B Wheat Ridge, CO 80033 Construction Observation Job Address: 4288 Dudley St., Wheat Ridge, Colorado Monolithic Concrete Slab: The placement and size of the steel reinforcing in the monolithic concrete slab of subject structure was found to be in general conformance with the foundation plan specifications. Concrete Encased Electrode: The concrete encased electrode was observed and found to be property installed. A4' long vertical piece of #4 rebar was tied to the horizontal wall steel with standard wire ties, including, one bar at the bottom of the wall. The bottom rebar is also tied to the vertical breakouts. It was verified that the bottom row will be encased by a minimum of 2" of concrete. If you have any question regarding this letter please feel free to call. Sellan Designs, LLC Reviewed By: I p 3A76EDarin Denton, P.E Chief Technical Director Sellan Designs, LLC 1414 South Jason St. Denver, CO 80223 (303)570-2424 February 2, 2022 Landmark Garages 4955 Miller St. 82018 Wheat Ridge, CO 80033 Construction Observation Job Address: 4555 Perry St., Denver, Colorado Monolithic Concrete Slab: The placement and size of the steel reinforcing in the monolithic concrete slab of subject structure was found to be in general conformance with the foundation plan specifications. Concrete Encased Electrode: The concrete encased electrode was observed and found to be properly installed. A4' long vertical piece of g4 rebar was tied to the horizontal wall Reel with standard wire ties, including, one bar at the bottom of the wall. The bottom rebar is also tied to the vertical breakouts. It was verified that the bottom row will be encased by a minimum of 2" of concrete. If you have any question regarding this letter please feel free to call. Sellan Designs, LLC Reviewed By: Darin Denton, P. Chief Technical E From: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: PERMIT APPLICATION Residential Window/Door Replacement Date: Tuesday, April 5, 2022 3:47:45 PM CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious activities to the IT Division. PERMIT APPLICATION Residential Window/Door Replacement This application is exclusively for RESIDENTIAL REPLACEMENT WINDOWS and DOORS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND WINDOW/DOOR CUTSHEET (SPEC SHEET) 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 replacement window(s) and/or door(s) like for like? PROPERTY INFORMATION Property Address 4288 N Dudley St Property Owner Name John Torres Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) 720-903-5493 Property Owner Email conservationco@gwestoffice.net Address Attach City of Wheat TORRES022122 CC form.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business conservation construction Name Contractor's License 021066 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-237-1687 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email conservationco@gwestoffice.net Address Retype Contractor conservationco@gwestoffice.net Email Address DESCRIPTION OF WORK What is being replaced Windows Number of window 1 and/or doors being replaced Location of Living Room Patio Door window(s)/door(s) being replaced (for example, master bedroom, kitchen, bathroom, etc): What is the u -value of 0.27 the window(s)/door(s)? City of Wheat Ridge requires the u -value to be .30 or better on windows.. Attach copy of TORRFS022122 ack ndf window/door cut sheets showing sizes and u - value Attach any additional TORRES022122 hermit aoo.odf documentation Attach any additional Field not completed. documentation Project Value (contract 1625 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT 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. 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 Krista Cochrane Pe rm it Email not displaying correctly? View it in your browser. FOR OFFICE USE ONLY Approved sy: -/�/ City of WheatIl�dge =mr ate COMMUNITY LO DEVEPMENT City of Wheat Ridge Municipal Building 7500 W. 294 Ave. wheat Ridge, CO 80033-8001 P: 303.2352W F: 303.235.2850 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. "ATV. 03.21.22 PERMIT# ADDRESS: 4288 DUDLEY STREET, WHEAT RIDGE LOT 15 ,BLOCK_l CRESWIEW PARK SUBDIVISION AMENDED SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances havrbeertfounAby-metoboirteompbeueewNhE-iEyef-iitheaE-Ridgereguired{iurits -fln�fIMC12Y8HOk589ant 2di eliailt@YPbeeitiOtlfl�{Ty-H#{P{36rPrOnfl1p11fl1Me-N'NIli11PBUlldlflg RermN-consHaeAioR$IausasapproYed-by-thaGiky-o£-Wheat-Ridge: nrvo r[EvnTiouaARE SHo PER ExwenATTACarD. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 27.0' REAR: SIDE: 5.1' SIDE: If in the Floodplain, the MINIMUM ELEVATION is determined to be: X (NAVD88). The above measurements have been determined on the following location: (Check only one): Top of proposed foundation prior to placement of concrete X Top of foundation subsequent to placement of concrete The selbac d elevation measurement locations are identified on the attached exhibit. Signed print NOEL L. POTTER PLS 26296 mnnilwi Date 032122 Proreeeioaal S 0 , G� p@;yt....... L FOjfsfry Z o. fi•?�% 9 26296 •�= � i71MAlnunm ol".u.w htutridox .us Rev 1ilia EXHIBIT TCF El TOF EL SJ6J.B5 SJ66 � GARAGE 27_7 W — TOF Ea TOF a r SM.30 5M.30 0 o LOT 15 co m N Y N.Ti N NOTICE TO SURVEYOR: 1. Elevatio shall to shown f pl l foundation comers. W - E 2. Foundation comers with minimum elevation and setback distance shall N identified. 3. Drawing must be properly oriented (North = top ofpage). 4. Show the roadway in front of the property. S 5. If drawing is to -scale, provide the scale. If not m -scale show as N.T.S. LIC - E I N -SE A —4.2—OUID—S—US LABEL: A 1—(21)1`RJNA SOLAR TSM-255PDO5,18 Jqb fe OW � PA Inverter, 24OV, 96% PV Module, A51N, 232.2W PTC, 40MM, Block Frome, MC4, ZEP, 10OOV JJNV C . ..... . .. P A . ... .. . k,,, cc� V A w r. Revised w. (5) fllj* 1K THIN-2. Mick (I)AWD 04 'DW-2. Red (I)AWO #10, IHW—Z White Como Mount Tv,)e C No M ST co 80033 (720) 903-5493 PmX XWE: RE' DA Sm (650) 638 T: F ) -1= :(6W 6.%-1020 THREE LINE DIAGRAM [ �b 3 12015 � (M)-SOL-OTY (765-2489) www wiarcityeam I I vivo IVOINV"Daw A" g P-� dS PWM'0�4Z, * Pl'O9tUV',U#PA ON 4 ODUOpoI4 ,Ju, 3G LU LU ou XL wouop 118 t") tio4s s A mz Vial U SPI " ME M 1 2",.- C61 061 fol zal (0m) 130N vivo WIDMIX313 S�uaL,uamnba,� rA,4c7A,)q ��aiv% sacA hwjs,,4 ;4 . (9JOLU , �UOW PUD 'AH '31 'pn) sok44 asn &4-W 0�,� J�-IAO - l 4uo, Allionb 4uo6up4s of anp olqoilej A1 461H 91'00d Dinaow junaua .- ., Address; City, State, i Complete all information on BOTH sides of this form Installation of a grid-tied PV system, flush mounted o roof. - 5.865 Sq. FULF Stu's Gallon Amps Squares Other SolarCity 3055 Clearview Way San Mateo, CA 94402 TEL: (650) 638-1028 FAX: (650) 638-1029 Attn.: Jesus Santiago, Plan checker Re: Job 20140455: Torres — 4288 Dudley Street, Wheat Ridge, CO 80033. Subject: Certification Letter On the above referenced project, the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof, The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the loads of PV without a structural upgrade. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2006 113C. If you have any questions on the above, do not hesitate to call. Sincerely, Paul Zacher, SE - President I I I I A AFFKUVtU Subject to Field Inspections Wileat Ridge Building Dept, If you have any questions on the above, do not hesitate to call. 4567 I! 8137 Sunset Avenue, Suite 120 * Foir Oaks, (A 95628 * 916,961. 60 # 916,961.3965 f # www.P , I St tom m DESIGN LOADING 3 SNOW LOADING 4 MP1 MNFR TRUSS LOADING & LOAD COMBINATIONS 5 MP1 MNFR TRUSS ANALYSIS 6 MP2 MNFR TRUSS LOADING & LOAD COMBINATIONS 7 MP2 MNFR TRUSS ANALYSIS 8 WIND DATA & SEISMIC LOADING 9 WIND ANALYSIS 10 PV ANCHORAGE CALCULATIONS 12 BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE OCCUPANCY CATEGORY = If IMPORTANCE FACTOR = 1.0 WIND SPEED = 100 EXPOSURE CATAGORY = C 2 of 12 Roof Pitch 4 Patch Adjustment Factor 1,05 Truss Tributory Area 33 so ft Live load = 20.0 psf (Note: Live foods cannot be placed on the Sl�IC7 L AD photovoltaic panels.) Ground Snow load = 30.0 psf Roof Snow toad - 20.0 psf DEAD LOADS: PV Arr G nfl oration. Total number of PV panels = 23 parcels PV Panel Width = 383 inches PV Panel length w 64.5 inches Spacing of PV rail support anchorage to roof - 6:00 ft, max PV Panels PV Panel Weight 167 psf Mounting System Weight .4 psf (estimated 16% of panel weight) PV Array Dead load = 3.10 psf Max tributary width to anchorage - 6:00 ft Max anchorage spacing along truss 3,25 ft Max tributary area to anchorage = 1 ,5 s ft Dead Coad D = 60 lbs at each PV support connection to roof Existln Roof Asphalt Composition °'de 4.50 psf Roofing felt 0,30 psf 7/16" OSS/ plywood 130 psf Mnfr Trusses @ 24 oc 1.92 psf Batt /blown insul 0.50 psf 1/2" Gypboard 2.50 psf Load 11.0 psf Roof Patch Adjustment 0.60 psf Total Dead load = 11.6 psf 3of12 t7 SNOW LQADIN Ground Snow Load, Pg 30 psf Snow Exposure Factor, Ce 0,9 (ASCE 7.3.1., Table 7 -2) Snow Thermal Factor, Ct 1,0 (ASCE 7.3.2, Table 7 -3) Snow Importance Factor, l 1.0 (ASCE 7.3.3, Table 7 -4) Flat Roof Snow Load. Pf Pf = 0.7 x Ce x Ct x 1 x pg ~ 19 psf (ASCE -1) where pg s 20 psf, Pf men = I x pg = N/A psf min snow load where pg > 20 psf, Pf min = 20 x l = 20 psf min snow load Therefore, Pf = 20 psf Slooed Roof Snow Load. Ps Roofs shall not be curved, multiple folded plate, sawtooth or barrel vault roofs Warm or cold roof. Use warm roof slope factors (ASCE 7.4.1) Unobstructed roof surface (no dormers, etc.) & with sufficient space below eaves to accept all the sliding snow? Yes (ASCE 7,4) Slippery roof surface (metal, slate, glass, Concrete tile, wood shake and asphalt bituminous, rubber and plastic)? No Shingles are not considered slippery (ASCE 7.4) Roof Slope Factor, Cs 1 Cs determined using solid line of fig 7 -2a (pg g&) Therefore, Ps m Cs x Pf = 20 psf (ASCE 7 -2) 4 of 1 w 10M 16.5 1 24 1 23.E M l0Z 40.0 0.00 6 Uniform wJ PIV Panels (pIQ Uniform - No PV Panels (plo Point toad f}i., l~l. 5if ## l Ia (fttt Lt. sai. length (ft) if3St from Anchorage. from to frca to i# Al(itss) 23.2 O.O 40,0 6.42 25.75 212 40.0 40.0 15.75 16.50 6,59 60 9.59 60 12.59. 60 15.59 60 t r anF tP5 dAi 2, .2 only- 0.9 0+ S =1,15 D+ Cr - 1,25 010+w- 1.6 Service !weds entered Load Factors will be al lsed for calculations, Loads on all spans.,. Uniform Load on ALL spans: D µ 0.42320, S = 0,044 k/ft Partial Length Uniform Load: Lr = 4,444 klft, Extent = 0.0 ->> 6.424 If Partial Length Uniform Load: Lr m 4.040 Will Extent = 15.754 -- 16.54 ft Point Loan : D = 4,064 k„ Starting at: 6.590 it and placed every 3.0 ft thereafter Maximum Bending Stress Ratio - 0.52 1 Maximum Shear Stress patio t 0.333 : t Section used for this span � Section use for this span 2x15 fill : Actual _ 9O2.19psi fv : Actual - 68,95 psi FD : Allowable - 1,719.25psi Fv : Allowable = 207.00 psi Load Combination +p +S+H Load Combination +p +S+ Location of maximum on span T7 4ft Location of maximum on span 735011 Span # where maximum occurs - Span # 2 Sparc # where maximum occurs - Span # 2 Maximum Deflection Max Downward ll Deflection 0.046 in Rance = 1951 Max Upward L +Lr +S Deflection -0,023 in Raba = 1194 Max Downward Total Deflection O.048 in Ratio = 1951 Max upward Total Deflection - 0.023 in Ratio = 1194 Service !weds entered Load Factors will be al lsed for calculations, Loads on all spans.,. Uniform Load on ALL spans: D µ 0.42320, S = 0,044 k/ft Partial Length Uniform Load: Lr = 4,444 klft, Extent = 0.0 ->> 6.424 If Partial Length Uniform Load: Lr m 4.040 Will Extent = 15.754 -- 16.54 ft Point Loan : D = 4,064 k„ Starting at: 6.590 it and placed every 3.0 ft thereafter Maximum Bending Stress Ratio - 0.52 1 Maximum Shear Stress patio - 0.333 : t Section used for this span xB Section use for this span 2x15 fill : Actual _ 9O2.19psi fv : Actual - 68,95 psi FD : Allowable - 1,719.25psi Fv : Allowable = 207.00 psi Load Combination +p +S+H Load Combination +p +S+ Location of maximum on span T7 4ft Location of maximum on span 735011 Span # where maximum occurs - Span # 2 Sparc # where maximum occurs - Span # 2 Maximum Deflection Max Downward ll Deflection 0.046 in Rance = 1951 Max Upward L +Lr +S Deflection -0,023 in Raba = 1194 Max Downward Total Deflection O.048 in Ratio = 1951 Max upward Total Deflection - 0.023 in Ratio = 1194 over Maximum Deflections - Untadored ' Loads Load Combination Span Max. " -m Deft Location in S L bana9aon Max. " +" Deft L lion in Span 1 �: 000 _ .., . q 000 ..._ . _ Lr Only .. _ .,, We.. _ 40235 0, Lt Only 2 0,0476 1532 0.0 0.000 D Only 3 0.0434 4331 Lr Only 40104 1.063 Vertical R ation - Unfa t d Su notation : Far left is #9 Values in KIPS L oad binabon Sup 1 Su 2 Su 3 Suppo 4 . - ._ ._._..._. _- ._- .. � CJverall imam' . _.. 0.277 _.�a. x.762 _ � � _. 0.2 2 Overall MINimum 0.060 0.096 0,015 +D 0.901 0,384 0,138 TABLE f7 P' X n P COr ND D +S 1.15 D +9.x 1.25 0,6D + 16' = 1,6 Uniform - No PV Panels (p9f} P1 Point Load DL LL 5t length (ft) d9st franc Anchorage to from t0 Lt Dt. (ft) 15.75 212 40.0 40A 5.75 16.92 3,S0 60 6150 60 9150 60 12,509 60 15,50 60 f7 P' X n P COr ND D +S 1.15 D +9.x 1.25 0,6D + 16' = 1,6 {q}y� 1-0 0,040 ryryyy� (�/� ��+.ryry n nAm 1)(0,0 0) /� py ryry }� . D(O.060) [ #d 0t 02J2V t1k40 } !.r 1.40 D(Oi V T 0.233 :1 p 2x8 Section used for this spare 2x8 7 zs 574.54psi fv : Actual - «m 2.8 2x6 Fv : Allowable Span = 1,170 it Spars = 8.080 ft Span 7.670 ft w .� • �� �w e� IR Load Combination +€O +S +H Location of maximum on span 6,030ft Location of maximum on span - 7.537 Span ff where maximum occurs - Span # 2 Span ff where maximum occurs - Span # 2 Maximum Deflection Y w Yr Max Downward L+Lr+S Deflection {q}y� 1-0 0,040 ryryyy� (�/� ��+.ryry n nAm 1)(0,0 0) /� py ryry }� . D(O.060) [ #d 0t 02J2V t1k40 } !.r 1.40 D(Oi V T 0.233 :1 p 2x8 Section used for this spare 2x8 7 zs 574.54psi fv : Actual - 48.33 psi 2.8 2x6 Fv : Allowable Span = 1,170 it Spars = 8.080 ft Span 7.670 ft +H Service toads entered Load Factors will be applied for calculations Loads on all spans,,. Uniform Load on ALL spans: C = 0,02320, S = 0.040 kM Partial Length Uniform Load: Lr 0.040 klff, Extent = 0,0 _ -» 1250 ft Partial Length Uniform Load : Lr = 0,040 loft, Extent =15,750 - ->> 16.020 fI Point Load: l3 = 0,060 k, Starting at: 150 It and placed every 3.0 ft thereafter Maximum Bending Stress Ratio - O362 1 Maximum Shear Stress Batista = 0.233 :1 Section used for this span 2x8 Section used for this spare 2x8 fb : Actual - 574.54psi fv : Actual - 48.33 psi FS : Allowable 1,587.00psi Fv : Allowable - 207.00 psi Load Combination +H Load Combination +€O +S +H Location of maximum on span 6,030ft Location of maximum on span - 7.537 Span ff where maximum occurs - Span # 2 Span ff where maximum occurs - Span # 2 Maximum Deflection Max Downward L+Lr+S Deflection 0,010 in Ratio = 5000 Max Upward L +Lr +S Deflection -0,010 in Ratio = 2894 Max Downward Total Deflection 0,022 in Ratio = 4452 Max Upward Total Deflection 4011 in Rate m 2405 Overall Ma ximum Dellections - U tactored Load Load Combination Span Max " -" Del Location in Span L bPnation I ax. + efl L tiara i asp 1 ......, O,Q 0,000,,.,. . Only .,.._._.. ., ... _.._. . 0.0112.. ........__ ...... ,.d 0000 D Only 2 0.0217 3.463 0,0000 0.000 D Only 3 0,0167 4,812 Lr Only - 0.0001 0.322 Vert Reactions ° U nlactored Support notation: Far left is #1 Values in KIPS Load Combination support I Support 2 Support 3 Support 4 ...,....- ----- .,.,._-.__. Overatl .e 'mum . .. .._.,.. t3,32� (1.613 0.��7 m Overall MINimum 0,087 0,016 0,040 +0 0,146 0.424 0, 423 of 12 Basic Wind Speed, V = 100 mph 6.5.4 Directionality Factor, Kd = 0.85 6,5.4.4 Importance Factor = 1.00 6:5.5 Surface Roughness Category C 6.5,6.2 Exposure Category = C 6.5.63 Pressure Coefficient, Kz 0.87 6.5.6 (Table 6-3, pg 79) Topographic Factor, Kzt - 1.00 6.53 Velocity Pressure, qz or qh 18,93 psf 6.510 Gust Effect Fact or Gf = qqty 0.85 6.5.8 # 6Etl W 2 lY T"R 0.JV�E 3:129 Height of Structure, hn = 17,00 ft Recluncy Factor, p = 100 03ccupancy Category It 1, lI, Ill or IV Table 1 -1 Importance Factor = 1.0 Table 11.5 -1 Mapped Acceleration Parameter, Ss = 0.727 g 11.44 and USGS maps Mapped Acceleration Parameter, S1- 0.058 g 11.4.1 and USES maps Site Classification = 0 11.4.2 (Table 20.3µ1) Site Coefficient, Fa = 2.600 11.4.3 (Table 11.4.1) Site Coefficient,, Fv = 2,400 11.43 (Table 11.4 -2) Adjusted Max Spectral Response, Sms = 0. g 11.43 Adjusted Max Spectral Response, Sm1- 0,139 g 11:43 Design Spectral Acceleration Parameter, Sds = 0.242 g 11.4.4 MCE response = Sds x 1.5 (11.4.6) 02esign Spectral Acceleration Parameter, Shc = 0.033 g 11AA MCE response = Sd1 x 1,5 (114.6) Fundamental Period of Structure, Ta = 0167 12.81 (light framed buildings only) Constant Velocity Transition Period, Ts - 0.383 sec Short Period Seismic Design Category, 0.2 Sec = B Table 11.6 «2 (p Short Period Seismic Design Category, 1.0 sec = B EtSMtC .QAt9t�a. P1t E ADI�tG ', Design Spectral Acceleration Parameter, Sds" 0,242 g Section 11.4.4 Component amplification factor, ap 1.0 'Table 13.6 -1 Component importance factor, 1p 1.0 Section 13.1.3 Component response factor, Rp 1.5 Table 13.6 -1 Attach Elev, z 17.00 ft Roof Elev, h 27ZD ft; Total weight of PV array, W p 1235 lbs F p = 0.4 ap(Sds)W (1 + (z /h))/ (RpflP) 0134 *Wp Equation (13.3 -1) Fp max =1.6 Sds(tp)Wp 02.387 *Wp Equation (13.3 -2) Fp min - 03 Sds(lp)Wp 0.073 *Wp Equation (13.3.3) Fv = 0,2 Scis Wp 0.048 *Wp Plus or minus of 1 Fp LFFID = 0.194 *Wp Fv LFRD = 0.048 *Wp Fp mSD = 0.136 *Wp Fv Am = 0.0234 *Wp Section 13.1.7 (ASD = 02.7 *tRFD) FP ASO = 167 lbs Fv Asia uplift = -42 Ibs Fv nsa dawn = 42 lbs of 1 I i = I.00 Category R V = 100 mph 2T Flat X- h, = 11 It h, = 22,26 ft L 62 ft B 44,76 it A 474 It' DESIGN SUMMARY Max horizontal for normal to building lentith, L, face 14.401 kips Max horizontal force normal to building length, B, face 12.05 kips Max total horizontal torsional load 97,07 ft -kips M.. fnfi , m-Arri fnrno 3142 Wes Not Pressures (psf), Basic Load Cases 2\ ZONE NN"'OD&R, X y 21 ij C(ft"'R, co WN OIRY WIND 0.RVC1*4 Transverse Direction Longitudinal Direction T ransverse Direction Longitudinal Direction ,Basic L -ol. q. -d'. Cl- I a-- Is. I a � s lore tar z1 Long „Cfres PAGE: DESIGN BY PZSC WC 10 of 12 2T 0. 69 4.24 -2,49 3T -OA4 -101 -1.25 1 0,48 g 5W 12,85 2 -0,69 11 -16W -9,95 $Urfacs 3 -0.44 -12W -501 GCPf GC"') (-GCP') 4 -0.38 -40.83 -3,80 1 -029 2 . 6 3 -2A5 1 E 013 10.64 17.66 OBI 15,41 2E -1,07 -24,38 -17,36 -1.07 -17�36 3E -0,63 -15,74 -8.72 -053 -&83 4E -0,56 -14,39 -736 -OA3 488 5 -0,45 12,29 -5,27 -0,45 s -&27 -1 A5 -12.29 -5,27 -0.45 ♦ -5,27 2\ ZONE NN"'OD&R, X y 21 ij C(ft"'R, co WN OIRY WIND 0.RVC1*4 Transverse Direction Longitudinal Direction T ransverse Direction Longitudinal Direction ,Basic L -ol. q. -d'. Cl- I a-- Is. I a � s lore tar z1 Long „Cfres PAGE: DESIGN BY PZSC WC 10 of 12 2T 0. 69 4.24 -2,49 3T -OA4 -101 -1.25 4T -0.38 -231 -0.95 Roof an Ile 0 = 0,00 $Urfacs wt Pressure with GCPf GC"') (-GCP') 1 T IY I 0 7 2 . 6 3 2 424 -49 3T -037 2 '68 .93 2\ ZONE NN"'OD&R, X y 21 ij C(ft"'R, co WN OIRY WIND 0.RVC1*4 Transverse Direction Longitudinal Direction T ransverse Direction Longitudinal Direction ,Basic L -ol. q. -d'. Cl- I a-- Is. I a � s lore tar z1 Long „Cfres PAGE: DESIGN BY PZSC WC 10 of 12 a asic Load C ases in Lean itudinai Of on Surface Area Pess ure kilt 1 742 43 9.54 i .. 9 669 2.8? ! 0 2 2 9395 -95.19 -5.91 1E 142 1 51 Z51 460 «132 4 4 6169 -6,1 - 1.43 IE 6 151 9.26 2,32 39 4 2E 224 ^5.46 -3.69 12 3E 224 »3.101 -1.53 a asic Load C ases in Lean itudinai Of on Surface Area Pess ure kilt (fe) ( C t) ( ~CCp j ) i .. 9 669 2.8? 7.56 18 2 2 9395 -95.19 -5.91 3 380 3 595 460 «132 4 4 6169 -6,1 - 1.43 IE 1E 151 9.26 2,32 39 4 2E 224 ^5.46 -3.69 12 3E 224 »3.101 -1.53 4E 151 -13 9 -0.73 ,. Horiz. 12,f15 12.935 e;. Vert, «32,35 -17.11 Mm wind Horiz. 6.19 6.19 See, 6,1,4,1 Vert. 21.71 •21.71 Total H i !R I 1 ! 9 wolls Roof ao- Roof .� !� "�. �� ■ 1� `�1■Y ■ ■�1��YY�YMYy��1 i..'. ���.. il� �I�S` �f���' .y'w�+. ",h� i .. ♦ 3.86 ! 42 18 2 2 36 3 380 672 AM 90 12 5 4 2159 -237 14 IE 151 2.51 33 55 39 4 224 -5A6 17 12 e;. .. e . t -9 Total H i !R I 1 ! 9 wolls Roof ao- Roof .� !� "�. �� ■ 1� `�1■Y ■ ■�1��YY�YMYy��1 i..'. ���.. il� �I�S` �f���' .y'w�+. ",h� i .. ♦ ! 7 18 2 2 36 21 3 672 -720 4 2159 -237 14 3 y 21 39 2E 224 -5A6 17 12 e;. .. e . 4 94 1 -9 Total H i !R I 1 ! 9 wolls Roof ao- Roof .� !� "�. �� ■ 1� `�1■Y ■ ■�1��YY�YMYy��1 i..'. ���.. il� �I�S` �f���' .y'w�+. ",h� .� !� "�. �� ■ 1� `�1■Y ■ ■�1��YY�YMYy��1 i..'. ���.. il� �I�S` �f���' .y'w�+. ",h� P V PANEL U CALCULATION Code. 2006 IBC, ASCE 07-05 WIND FORCE DISTRIBUTION: COMPONENLS AND t!AD • = i E R Data from ASCE 7 -05 Calculations: Components & Cladding Pressure Zone 1 Zone 2 Zone 3 {ps Positive Ne I R ative Positive I Negative Positive Negative 12:31 - 20.59 12.31 -4.20 1231 - 51.37 Zone 3 uplift = -55.37 , psf CCINNCI`I£}N Lt2ADiN DEtt�AND Max tri utory area to anchorage 19.50 sq ft PV Array Dead Lead 60 lbs 0.6 x PV Array Dead Load - 36 Ibs PV Array uplift = -1002 lbs (zone 3) Demand = 0.61) - 1.OW = - 066�lbs at each PV support connection to roof CONNECTION CAPA T_Y C nnes�tion Desl n Vaiues Diameter of Lag Screw = 5/16 inch Length of tag Screw = 3 inch Minimum embedment = 2.5 inch Withdrawal capacity = 2:66 lbs per inch of embedment Screws per copra. point = 1 Load duration factor, Cd = 1.60 Lag Screw Capacity = 1064 lbs Connection Capacity = o. screws er cone, x screw capacity -it 12 of 1 A , Pa , rk 3IF rr y a :. (E) DRIVEWAY` I I 3, - C � v w n Front Of aces ,'� i. iJ 7 111 ' ii i aitt r I I 3, - C � v w n (E) 2x4 SIDE VIEW OF MP2 NTS w INSTALLA ORDER Ram MM i , w .. i • • �P M MI ! () � urn w u x M a� as 11 DUDLEY r yrry ,� f }♦ ♦ •` glU ICI IIG �l 1111 EI WHEAT � # M 1i�s ■ ■ i• � i �II 1� OC 1R STORIES: 2 ARRAY AZI 90 w ITCH 8 Com SNO * SIDE VIEW OF MP2 NTS w INSTALLA ORDER Ram MM i , w .. i • • �P M MI ! () � urn w u x M a� as 11 DUDLEY r yrry ,� f }♦ ♦ •` glU ICI IIG �l 1111 EI WHEAT � # M 1i�s ■ ■ i• � i O C ROOF AZI 270 PITCH 18 STORIM 2 ARRAY Comp- SIDE VIEW OF MP2 NTS INSTALLA ORDER Ram MM i , w .. i • • �P M MI ! () � urn a� as 11 DUDLEY r yrry +li }♦ ♦ •` LOCATE RAFTER, MARK HOLE WHEAT � # M 1i�s i• � i E LOCATION, AND DRILL PILOT SHM ` .. i y. iX illy .. _ HOLE. () () SEAL PILOT HOLE WITH POLYURETHANE SEALANT. (3) (} INSERT FLASHING. r' () IhlCTd1 t t 0f-' ArV T V 1T 1 SIDE VIEW OF MP2 NTS Ram MM i , w .. i • • �P M MI ! 4 F � urn a� as 11 DUDLEY r yrry +li }♦ ♦ •` ii i , ,i WHEAT � # M 1i�s i• � i VJ 2 7 3 � CANADIAN ,. �. SHM ` .. i y. iX illy ' i �` A °1.. a SIDE VIEW OF MP2 NTS BOND (N) #8 GEC TO (N) GROUND ROD AT PANEL WITH IRREVERSIBI E CRIMP Panel Number: Meter Number: 58903664 Inv 1: DC Ungrounded 1 - — (1) POWER ONE AURORA PM— C UTt} —US LABEL. A Inverter; Inverter; Zigbee 5000W. 240V, 96,5% — (23) CANADIAN AR GSEiP- 25`�F'X PV Module; 255W 234,3W PIC, Dyck Frame, MC4, ZEP Enabled a, . a x•:a► , ai Mw TYPE EC 8041 Underground Service Entrance ( ) e r INV ( } • • ( ) IMIIM t )AWG /10, THAN -2, Block _.... ., .:: (I )ANA j10, THWN -2, Red (I ) AWG 10, THM— . Green EGC (I )AWG #10, THAN -2, Black (I ) AWG #10, TiiM -2, Red (I) AWG #10, 714104-2, Green EGC Vac* 355.45,...... , Isc — 18 RL ,..... Veep = 241.6 Imp= 16.86 ADC ' ( 1 ) \ :/ Vac* A 310,76 VDC Isc = 9 ADC Vmp = 211.4 VDC Imp= 8.43 ADC , / (2 )AWG #10, PV .. _ Blo .. ..., .. (t )At 10, Slid fte er GC (4 ) AWG /10, PV WN, Block (I) AWG #10, Solid Bore Copper EGC V ..* 310,76 I 9 .. , .. C Vm : -21L4 VDC Imp= 8,43 C Vc * = 355,15 VDC Isc = 9. ALA. Vmp = 241.6 VDC Imp= 8.43 ADC MOWS WHE M. V : 37.4 Vpmox: 30.2 r i M ww .. ,• r > c ? t• « 5 • PAM MAE- INV 3 �Il ..� k *� y } Me a 94 a. Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER • E 150A MAIN SERVICE PANEL, SolorCity E 15OA /2P MAIN CIRCUIT BREAKER Inverter I IND (E) WIRING MILBANK CUTLER— HAMMER 150A/2P Meter Socket Disconnect 5 POWER —ONE oo Aousr rata. ACTIVATION' AURORA PVT - 5000- OUTD�-US k Sring(sI tit ; On MP a (E ) LADS zaa _-- - - -___ �.___ ---- - -_ �_� _ �_ -- sac -- ------- --- -- — ° -- 11 1 „ ..,„: Li * * OT 3!➢ §T MIN, A A73Qav' V TAKE NOT 30A/2 JA N e + 2 3 2 strin9tx3 or s MP 2 a ; B oc r I I o. V s JB-8003887 00 ��t (1) l U 1 —)(L- 579 Netor et 20f1A [tr R — Top ector, 100A, #12 — 1/0 AWG 2IURB (1) =wap t, 2 —Fu e, NENA 3R — (1) Ct1TLER— Gr adTAW rrd A.VA Duty (DG) a, . a x•:a► , ai Mw + • Mo { 1} t 4 STR91G BOX 2x2 STiGS, U kltD Usas sd Box Brocket: (PKG B) ( ) e r (I )AWG I10, Tt1WN -2. Red (t) AW #10, T NN# -2. White NEUTRAL Vmp = 240 VAC Imp= 23 C - (1 )AWG #8, TMWN -2, Green EGC /GEC —(I)Cmduit Kit: 3/4 ENT ( } • • ( ) IMIIM t )AWG /10, THAN -2, Block _.... ., .:: (I )ANA j10, THWN -2, Red (I ) AWG 10, THM— . Green EGC (I )AWG #10, THAN -2, Black (I ) AWG #10, TiiM -2, Red (I) AWG #10, 714104-2, Green EGC Vac* 355.45,...... , Isc — 18 RL ,..... Veep = 241.6 Imp= 16.86 ADC ' ( 1 ) \ :/ Vac* A 310,76 VDC Isc = 9 ADC Vmp = 211.4 VDC Imp= 8.43 ADC , / (2 )AWG #10, PV .. _ Blo .. ..., .. (t )At 10, Slid fte er GC (4 ) AWG /10, PV WN, Block (I) AWG #10, Solid Bore Copper EGC V ..* 310,76 I 9 .. , .. C Vm : -21L4 VDC Imp= 8,43 C Vc * = 355,15 VDC Isc = 9. ALA. Vmp = 241.6 VDC Imp= 8.43 ADC JB-8003887 00 DESM # F a, . a x•:a► , ai Mw + • Mo 4288 ARRAY n IMIIM 10 x e , MOWS WHE M. r i M ww .. ,• r > c ? t• « 5 • PAM MAE- �Il ..� k *� y } Me a 94 a. • THREE LINE DIAGRAM i s a + yom Label Location: #» Per Cod WIC. &O : # Labe[ c 0, n « » . (RV . . Per Cod¥ < N EC 6W53 Label Lo 2 e P er Cod NEC 690 2 : :� «2w/ y ) San Mateo, CA 9"02 »r ©.�wa*. CO 2 La S / \ / \/m : », a « . V <. SolarCity SleekMounff - C xytYrz 0 zerz clnd " 7( ��slea hl�ter"",-""'k md d ,, , (A, k an,�J 0, Zee ETi.., �; to UQ- I TC'3,"i �'s nd�,mc Bond Svs'en ` Z��u UL, aj Ell, L �6'� as Anod.. c 'a� D Components M sih 1 a Installation Instructions 1 *10, CP! i a' P,c)pef Dzarnete o,� *10 Rea rt1cz x ',h Mx, u, under "4e ash' NDS 3" (""anp k UMB ofarCity. Januar 2013 tr ,. A 1 Maximum 0%4put power W $ y Ra GrldACVo#taga V 208 240 273 208 240 277 Number of Independe MPP C #mb 2 2 Maximum Usable Power for Eas)t Charowl W 400D 40DO Absolute Maxintun Vol (gross) V 600 600 a s Start -Upwitagowswo V 200 hog, 120 -350) 200 fadj, 120-350) Full Po T age V 200-530 200-530 Opmed MPPT eRa V 0,70rstart -580 03sNuart'580 u n Current (Maim) for both MPVT In Parallel A 36 36 Ma ximum Lisame Current per Channel A is 18 saarrum short circult Current tortt per Channel A 22 22 Number ofWim Landing Terminals Per Channel 2 Pairs 2 ?wars ArmyWringTarmhunharl Terminal block, Pressure Clamp, AWG8-AWG4 Grid tion 1012W Sp4it -0/3W 1012W 1012W Split -0/3W 1012W Ad) . VoRage Range (VmtnaVmax) V 183.228 211.264 244 -304 183.228 211.264 24 Grid Foupioney Na 60 60 Adjust" Grid Prelluenc Ranal lix 53 -605 57 -503 mum currem (tacmu) A 27 23 20 30 _ 28 24 Powe factor > 0,995 > 0.995 Total , H ion At Ra Power . < 2 2 "...'; Contributory Fault Current*- AJAw 36,25125.53 365/2SSI 31.35/22.45 3625/25.63 365125.81 31.75/22.45 Grid Iffiriall Innamatiori Terminal block Pressure Clamp, AWGS - A P*vWse Polarity p Yes Yes •Vtaltaga Protection "type Varlstie, 2 for each channel Vartstor, 2 for each channel ' Pit Array Ground Fault Detection start -up Rise and dynamic GF`Dt Pre stattup Rise and dynamic GFDt ' .... (Requires (Requires Floating Arrays) (Requites Floating Arrays) output Meets WOOL 1741 }IEE1547regoMements Meets UL1741AEE1547requirements r -V ge ctltiw type Varistor, 2 (L, - t 1 l-: - G) Vaustnr, 2 (, - i, t L, - G) ' Max imum AC GCPA Rating A 35 30 25 40 35 30 Maximum Efficiency % 97A 971 CEC Efficiency % 96 56,5 96.5 96 965 963 > Stand -by Consumption Wes < 8 < 8 Night time con sumption VVW <T6 <0.5 ntlta�taliatt User4rderfact 16 characters x 2lines LCO display ota ma(tx 5Ind.) AURORA- UNiVERSAL(opt) 1Virad Local Monitoring (Ixi Segs incL) ... PVC- U58 -RSa85 -232 (opt.), W- DESKTOP (opt.) .. ":' tArMelass Laxal Monitoring PVl- DESKTOP (eu.) with PVt-RA33lUR9UC7LlLE {opt.) , a+rS,nwurt a 9fnvlraon+vd Ambient Air Csperatini; Temperature Range °F (Q -13 to +140 ( -25 to +W) -13 to Ling +140(-25to+60) with derairtg above 122 (50) ( Ambit Air Storagolumpersture Range IF K) -40 to 136 (40 to +0 -40 to 176(-40 to +80) Relative Humidity %RN 0-100 condensing 0.100 condensing Acoustic Nolse Emission Level db (A) #4l m <50 <50 Maximum Operating Altitude without Donating ft(m) 5550 (2000) 6560(200D) Encl NEMAU NEMA U . , coolin Natural Convection Natural Convection : � ° Dimensions (R a x tb) in (mm 41.4x 128 x 8.6 (1052 a 325 is 218) Weight lb (kg) < 595 (270 e 59S (27.0) Shipping weight #k tkgy 78 (354) a 78 /35,44 Mounting system gall bracket Walt bracket Trade Site Kos-t�ea x 1/2') Trade Size Kos: Qua x 1f2 1 conduit It Connections and d2ea x 1 1/4' 3 places side„ front, rear) and Elea x 1.1/4 °, 3 places side, front, sear) lC Switch Ratingdper Contact) AN 25 / 500 25 1600 tso Transformertess (Floating Array) Transformedess (Floating Array) Safety and EMC Standard UL 1741, CSA • C222 N.107A -01 UL 1741 CSA - C221 N.107,1.01 ' SafelyApproval CSA , CSA,K tliar'raitflr Standard Warranty years 10 10 Extenclod years 15 & 20 15&20 Standard/ -WIth pC Swltch - Floating Array PVI- 5000 - GUM -US € VI ffi0WOUTD -US °Ai3 C4St9l5 W1IDxKt 0.Y}C. WRhdYR M%KR. {{,��� �����`,� °0ittSCCit &nd PS###'t#44i ilYiKPk CUE[PRE.� @eYk@e Wi# •.. # 33 !�``� Md awlu�a��rv �1 r . ,. wu2v�i. .s E�� A 1 �tvl +w M 11 0 * 1 2�� A * 235 qualAy control points in module production * EL screening to efirninthe product defects * Current binning to improve system performance * Accredited Salt mist resistant • 25 years worldwide coverage • 100% warranty term coverage • Providing third party bankruptcy rights • Non-canceliable • Immediate coverage • Insured by 3 world top insurance companies CS6P-235/ Electrical Data 98P '50P C 0W 24. 2,50W 25 ... . 24 ...... ------ -- 29,9 3# of 30 IN 30 2V 0 mum ... ,Wvk 6,03A i 81i 1 � 1 3 Sr L 3 2b 3 dV 4 92 1 ,623% is 54 r 1b 859x; 2401245/250/255PX Black-framed Temperature Characteristics Max 043%1'C Ternpermur Coeff 0_3 lo�ent I Vor 4%,"C ' L W HW�11 H TeMPOr8tur01 4612 htodWe Emcutncy 2-L-M-1 ------ . ....... '!q:1 ,M Performance at Low Irradiance a. KF _ ------ _-:59 _ t M System x3t g m tuGFCt S RV i — ------- Industry leading performance at low Irradiation oatmq 15A environment, +95.5% module efficiency from an Ciassa, m irradiance of1000hx/m'tc200jkhe' ice (AM 1,5, 25 'C) onital Stanowd Test Contifthons, (STMOtorienance of 100oauni, speoirumikrA Engineering Drawings CS6P Oc 4 'T W « 5r5'eh 161 C7p temasrra "IQ V-111. 27 3j/ 27 4V 27 5V opl VIA F."' ------ I 'V n 1w. 34 01 11 .11 v. 34 AV C'� 7 08A 719A 7,29 *'t t46J4 6� in— Under NaTmag Opwatojg CCU Te'"Pefatwit, Wavw.cv &SOO VMfte, swot om,K]v 1,5, smWii"l tompe,slum 20t, round a#sae[i't ravte :' Mechanical Data Poly crysmiline 156 x 156nim, 2 or 3 Susbars COArrargionent '(6 X 10) '� Dimensions 1638 x 982 x 40mrc (64,6 x 36.7 x 1 57m) . ..... . ... 20,5kq (45,2 ibs) 3 2mmTempefed glass Front Cover Frame hratenal l Anod zed Muminn.im afloy J-BOX 3 dkodes r "'..".eii.-Ji cattie 4mm'uEC� 1000mm MC4 or MC4 Comparabie 24PCS fn i- hioduie Poices pefcontainer (40 fi, Coroiimer) 672pos 140 'HO) I-V Curves (CS6P-2$SPX) Section A - 9 i4l."' 'Sp*mvC8VOnS mehik,d M thIs dahaShoei O's subject to change w0out pno, noyce, MITWW#��� f wRev'04Y COeyetg a M2 Canadian Solar was foundrid In Canada In 2001 and was successfully listed on NASDAQ Exchange (symboL CSiQ) In November 2006, Canadian Solar has module manufacturing capacity of 2,OSGW and cell manufacturing capacity of 1.3GW. Next Generation Solar Module NeyeEdge, the next generation moduie designed for multiple types of mounting systems, offers customers the added value of minimal system costs, aesthetic seamless appearance, auto groundingand theft resistance, f INSPECTION RECORD Occupancv /Type INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. f INSP CTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB TION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: - Caissons ical / (CEG) Concrete Ground 3�J a{ b "Land scaping ice% "DA ng or Monolithic . Final roof / French Drain & Drainage rvice Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS .SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. =. & Landscaping rvice Lines - POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Electrical (Underground) Plumbing (Underground) Heating (Underground) i DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath/ Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping' Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing l Insulation Drywall Screw x is F, OCCUPANCY Nr' _''ED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED I WEATHER al ng ical 3�J a{ b "Land scaping ice% . Final partment & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS .SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. =. & Landscaping "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A ; CERTIFICATE OFOCCUPANCY.IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION. -' OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY Nr' _''ED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED I WEATHER ♦ 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: AN Al Rc~qr- JobAddress: !*9'9 pep)F;e s7- Permit Number: le~P37 eFi ®"l~~tlrr I~ ❑ No one available for inspection: Timed !0 AM?M Re-Inspection required: Yes When corrections have been made, call~for~re-inspection at 303-234-5933 Date: 9 is <b Inspector:.. s DO NOT REMOVE THIS NOTICE e A s 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: c/z 9, 57- Permit Number: k ❑ No one available for inspection: Time » `S /ABM PM Re-Inspection required: es , No 4 "When corrections have been made, call for re-inspection at 303-2345933 i G Date: al>~/>e Inspector. r_ DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: f29'5' z2vol.-4, 5T Permit Number: ' a d.Cr,. zef ✓ s7" .r-rte 773 ~li ST C'iY✓ d-:& T' k'~eltr':- 3c~3-:Zv.S- ~b'So E El No one available for inspection: Time z : S®O S~( JPM Re-Inspection required: Yes No ' When corrections have been made, call for re-inspection at 303-234-5933 Date: 911T11a Inspector F DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303r') 237-8929 Fax INSPECTION NOTICE Inspection Type: f`irv~L mss= Job Address: Y2 S 8' t~vrlFy 57- Permit Number: 7 ~7 ❑ No one available for inspection: Time AM/PM Re-Inspection required: `Yes No 'When corrections have been made, call for re-inspection at 303-234-5933 Date: o? g eb Inspector: DO NOT REMOVE THIS NOTICE ♦ ~r~ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:' 15v Al QQ f Job Address: Y, $S Deli- E9 S i-" Permit Number: ./c90,2,7 7 C/lriv-/ i ~/s i >7 'r E rc fro fa r'/ei~l ra r I~/. 7- S~`Lrat~ ss vP sss,?rF ❑ No one available for inspection: Time : 35 ABM Re-Inspection required: es_No When corrections have been made, call for re-inspection at 303-2345933 Date: &1101162 Inspector: ~~/A 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: lvzz2lQcrot= Job Address: $~~SS QL;i;, cEz s7- Permit Number: 1e-4?.237 ❑ No one available for inspection: Time `I!D A Y M Re-Inspection required: Yes No When corrections have been made, calf for re-inspection of 303-234-5933 Date: Inspector:® DO NOT REMOVE THIS NOTICE City of Wheat Ridge Building Division Date: m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Plan °oLORno° Inspection Line: 303-234-5933 Permit Building Permit Application Prooperty Aitdre~5 _%I ~y3av~ emu= Property owner (please print): ~1, ti / ~ws Phone: 3 Mailing Address: (if different than property address) Address: City, State, Zip: 6 tAa 'e" qoe 3-i £vn(r*ctii"r,;: Contractor License Phone: l~otrtraetors Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): construction Value: $ O s ttptfOtl°p WO[jC ~~tcr (as calculated per the Building Valuation Data sheet) ocF~ ,~P Plan Review (due at time of submittal): $ f Sq. Ft./L. Ft added: Squat BTU's Gallons Amps OWNERICONTRACTOR 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCEONE:: (OWNER) (CONTRACTOR) or PERSONAL PRINTNAME:~~n lj py~s' SIGNATL TOR) Date: Bldg Valuation: