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HomeMy WebLinkAbout3180 Harlan Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line __:�9�(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION N TICE Inspection Type: 3i0 F/%Q 2103 F F Job Address: 3/80 Gi �a n 5 Permit Number: x/90 /030 ❑ No one available for inspectiFfor mel / AM/PM Re -Inspection required: Yes When corrections have been made, ce-inspeJction at 303-234-5933 Date: F// / Inspector: j' Z— ti DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201801030 PERMIT NO: 201801030 ISSUED: 04/20/2018 JOB ADDRESS: 3180 Harlan ST EXPIRES: 04/20/2019 JOB DESCRIPTION: Installation of grid -tied (no batteries) PV. Flush mounted to roof. *** CONTACTS *** OWNER (303)635-9868 ANDERSON JENNIFER J SUB Jeff Denovan 090413 Namaste Solar *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,450.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** 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. 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 authoriz5d to include all entities named within this document as parthes to the work to be performed and that all w tts15 perform (s deed in this document and/or its' accompany,ng approved plans and specifications. Signature of,-0WNE_R-,"or CONMC/4'OR (Circle one) Date I, This p6rmit-ariasissued based on the information provided in the permit dpplication and' accompany in Flans 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 originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance oiregulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chiefbuillding Oficial' Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat -Midge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 APR 1 2 2018 Pe rld�' FOR OFFICE USE ONLY Date: Y// Z// yxl Plan/Per't # Plan/Pe )0 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3180 Harlan St, Wheat Ridge CO 80214 Property Owner (please print): cl)lqlle- PhonW7MI 635— 736 - Property Owner Email: jenanderpt@msrl.corn Mailing Address: (if different than property address) Address: Same City, State, Zip: Arch itect/Engineer: Architect/Engineer E-mail: Contractor: Namaste Solar Contractors City license #: 090413 Contractor E-mail Address: mark.neff@namastesolar.com Sub Contractors: Electrical: Plumbing: W.R. City License # W.R. City License # Other City Licensed Sub: City License # Phone: Phone: 303 447 0300x406 Mechanical: W.R. City License # Other City Licensed Sub: City License # Complete all information on BOTH sides of this form 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 REP It NT ❑R OTHER (Describe) Solar PV, no batteries. Flush mounted to roof. (For ALL projects, please provide a detailed description of work tc b 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.) Installation of grid -tied (no batteries) PV. Flush mounted to roof. EWINEWAIr"T Sq. FULF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 414,450 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that 1 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. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESEyTAT PRINT NAME: Mark Neff SIGNATURE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY (CONTRACTOR) DATE: / / C/ /4K OCCUPANCY CLASSIFICATION: Building Division Valuation: $ F- -7-1 Z O Z 3 (n OS D 3 D n rn Oo U) T D D Z A C I 3 D F= z D m C m m 3 oo C � T c N > N W 3� T N { D N fTl O m m N T A� o � 0 X N I = D= rn s o ►� D Dig po S��w: C/) r m; Q r z D z o D c a o z DC7 V) V r 1 T z VDz_ �� orn�rn m z ss�`C Cn N 3 0s o "'��, n o m C Z Afill O, n 3 O � u � � F71 �tttR _ fTl z � ,sem 1 n CD- ;� to D D D _ .� { - it, 7a T n m OD r (D C —� M r Dn T o ,� ti A Z _ -4y �7 m E r£e C/) T �'.� { { O x N �. + fir - Hca...,. m _ . m _ rn Z r +n i O m C m G O Z7 ?4. 3 C/) ,'s.I D00 O r n n � Q + '^ 7 ' ®Z m G = v = o c� o o C. o<� r< ANDERSON RESIDENCE x �� r m m rn m Q 0 D 3180 HARLAN STREET a= �� namaste M m; O n m O `< N m A F m m SOLAR y o N T m g m m WHEAT RIDGE, CO 8 0 214 A 6707 Winchester Circle, Boulder. 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D D C m D n D D m z D m n O opo cn D C) - N D O < o r r A rn �• _ z rn �J m = m C) N O ,P n z D o p z z D U) m 7- m m n C7 D r n O 0 m 6u!Pl�nfi �o�s�n�� �ea`aN� �gp►.�l to A�1a 0 rn m co Z D Z o< N ANDERSON RESIDENCE * r° m O< -E 3 U v1 m 3 3 o D D > o O O o m m o m m m o 3180 HARLAN STREET O w 0 3 m [a namaste m r A m SOLAR m 10 U) m U) N u, r m o m WHEAT RIDGE CO 8 0 2 14 A A A 0 u C m 6707 Winchester Circle, Boulder, CO 80301 z m T ti 3330 Larimer #1 A, Denver, C080206 (nSOLAR —IvamasteSolar.com . 303.447.0300 I INDIVIDUAL PERMIT PACKAGE TR13CTIJRAL -r-7N G I N. E- E R I NG i L C April 10, 2018 To: Namaste Solar 6707 Winchester Circle, Suite 700 Boulder, CO. 80301 Subject: Certification Letter Anderson Residence 3180 Harlan Street Wheat Ridge, CO. 80214 To Whom It May Concern, Domus Structural Engineering, LLC P.O. Box 6986 Broomfield, CO 80021 530-864-7055 Domusstructural@gmail.com 2 1L.Wto P 43019 •��`'' ""'��` igitallysigned byJohn Calvert Date: 2018.04.10 08:16:36 -06'00' A jobsite observation of the condition of the existing framing system was performed by an audit team of Namast� Solar as a request from Domus Structural Engineering. All review is based on these observations and the design criteria listed below and only deemed valid if provided information is true and accurate. 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 only applys to the section of the roof that is directly supporting the solar PV system and its supporting elements. The observed roof framing is described below. If field conditions differ, contractor to notify engineer prior to starting construction. The roof structure of (Roof 1) consists of composition shingle on roof plywood that is supported by 2x6 rafters @ 24"o.c. paired with 2x6 ceiling joists @ 24"o.c.. The rafters have a max projected horizontal span of T-6", with a slope of 18 degrees. The rafters are connected at the ridge to a ridge board and are supported at the eave by a load bearing wall. The rafters have an interio r 2x4 purlin with diagonal struts at no more than 48" o.c. as an interior support. The existing roof framing system of (Roof 1) is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The spacing of the solar standoffs should be kept at 48" o.c. for landscape and 48" o.c. for portrait orientation, with a staggered pattern to ensure proper distribution of loads. The scope of this report is strictly limited to an evaluation of the fastener attachment, underlying framing and supporting structure only. The attachment's to the existing structure are required to be in a staggered pattern to ensure proper distribution of loading. All panels, racking and hardware shall be installed per manufacturer specifications and within specified design limitations. All waterproofing shall be provided by the manufacturer. Domus Structural Engineering assumes no responsibility for misuse or improper installation of the solar PV panels or racking. Design Criteria: • Applicable Codes = 2012 IBC/IRC, ASCE 7-10, and NDS -12 • Roof Dead Load = 8 psf (Roof 1) • Roof Live Load = 20 psf • Wind Speed = 135 mph, Exposure C, Risk Category II • Roof Snow Load = 30 psf • Attachments: (1) 5/16" dia lag screw with 2.5" min embedment depth, at spacing shown above. Please contact me with any further questions or concerns regarding this project. Sincerely, John Calvert, P.E. Project Engineer Anderson Residence, Wheat Rldge, CO 1 powered by DUO The new Q.PEAK DUO -G5 solar module from Q CELLS impresses thanks to innovative Q.ANTUM DUO Technology, which enables particularly high performance on a small surface. Q.ANTUM's world -record -holding cell concept has now been combined with state-of-the-art circuitry half cells and a six-busbar design, thus achieving outstanding performance under real conditions - both with low -intensity solar radiation as well as on hot, clear summer days. Q.ANTUM TECHNOLOGY: LOW LEVELIZED COST OF ELECTRICITY Higher yield per surface area, lower BOS costs, higher power classes, and an efficiency rate of up to 19.9%. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behavior. a ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID and Anti PID Technology', CELLS �'� R,o,t TI Hot -Spot Protect and Traceable Quality Tra.QTM. TOP BRAND PV EURWE EXTREME WEATHER RATING 2017 High-tech aluminum alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa) regarding IEC. © A RELIABLE INVESTMENT pv a ne Inclusive 12 -year product warranty and 25 -year quality Tested � � e2. linear performance guarante,eu.ey ,. fr­t �tRAatlail4n pro0uct wrvellence �--_,_ .% STATE OF THE ART MODULE TECHNOLOGY ID. 40032587 ---- Q.ANTUM DUO combines cutting edge cell separation and innovative wiring with Q.ANTUM Technology. APT test conditions according to IEC/TS 62804-1:2015, method B (-1500V, 168h) 2 See data sheet on rear for further THE IDEAL SOLUTION FOR: r�information. a a� ® Rooftop arrays di Rooftop arrays on residential buildings '4 commercial /industrial 0 �1 buildings �' h Engineered in Germany OCELLS Format 66.3in x 39.4in x 1.26in (including frame) Temperature Coefficient of I,c (1685 mm x 1000 mm x 32 mm) [ % /K] +0.04 Temperature Coefficient of V°, p [%/K) -0.28 - Y Weight 41.2 los (18.7 kg) Normal Operating Cell Temperature NOCT [°F] 113 t5.4 (45 t3°C) PROPERTIES FOR SYSTEM DESIGN Front Cover 0.13 in (3.2 mm) thermally pre -stressed glass with anti -reflection technology [V] 1000 (IEC) / 1000 (UL) Safety Class I Maximum Series Fuse Rating [A DC] Back Cover Composite film Fire Rating C (IEC) / TYPE 1 (UL) Design load, push (UL)' [Ibs/ft'] 75 (3600 Pa) m,i rmm Frame Black anodized aluminum on continuous duty (-40'C up to +85'C) Design load, pull (UL)l Cell 6 x 20 monocrystalline Q.ANTUM solar half -cells 55.6 (2666 Pa) Z see installation manual Junction box 2.76-3.35 in x 1.97-2.76 in x 0.51-0.83 in (70-85 mm x 50-70 mm x 13-21 mm), decentralized, IP67 Cable 4mm2 Solar cable; (+) ?43.3 in (1100mm), (-) >43.3 in (1100mm) I °r,ML, o. Connector Multi -Contact MC4, IP65 and IP68 ELECTRICAL CHARACTERISTICS POWER CLASS 315 320 325 330 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE +5W/ -OW) Power at MPP' PMpp (W] 315 320 325 330 Short Circuit Current* Ise [A] 10.04 10.09 10.14 10.20 = Open Circuit Voltage* V°c [V] 39.87 40.13 40.40 40.66 E Current at MPP* IMpp [A] 9.55 9.60 9.66 9.71 Voltage at MPP* VMpp [V] 32.98 33.32 33.65 33.98 Efficiency2 r) 1%] >--18.7 >-19.0 >_ 19.3 >> 19.6 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NOC3 Power at MPPI PMpp [W] 233.4 237.2 240.9 244.6 E Short Circuit Current* 6 [A] 8.09 8.14 8.18 8.22 0 E Open Circuit Voltage* V°° [V] 37.30 37.54 37.79 38.04 Current at MPP* IMpp [A] 7.51 7.56 7.60 7.64 Voltage at MPP* VMpp [V] 31.07 31.39 31.70 32.01 11000W/m=, 25°C, spectrum AM 1.5G ' Measi,rement tolerances STC x3%; NOC ±5% '800 W/m2, NOCT, spectrum AM 1.5G * typical values, actual values may differ Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE z� YEARS .en m. nKn�i=h 10zonas sw� s.pm,re.. mra� At least 98%of nominal power during first year. a° Thereafter max. 0.54% degradation per year. At least 93.1 % of nominal power up to 10 years.�_____ i At least 85% of nominal power up to 25 years. - All data within measurement tolerances. ro--L_____L_____L_____L_____I Pull warranties in accordance wdh the warranty 5 terms of the Q CELLS sales organization of your respective country. °0 Sao �o ero eoo ,� IRRADIANCE twi Typical module performance under low irradiance conditions in comparison to STC conditions (25°C, 1000W/m1). TEMPERATURE COEFFICIENTS Temperature Coefficient of I,c a [ % /K] +0.04 Temperature Coefficient of V°, p [%/K) -0.28 Temperature Coefficient of PM„ Y [%/K] -0.37 Normal Operating Cell Temperature NOCT [°F] 113 t5.4 (45 t3°C) PROPERTIES FOR SYSTEM DESIGN Maximum System Voltage V5Y [V] 1000 (IEC) / 1000 (UL) Safety Class I Maximum Series Fuse Rating [A DC] 20 Fire Rating C (IEC) / TYPE 1 (UL) Design load, push (UL)' [Ibs/ft'] 75 (3600 Pa) Permitted module temperature -40'F up to +185'F on continuous duty (-40'C up to +85'C) Design load, pull (UL)l [Ibs/ft'] 55.6 (2666 Pa) Z see installation manual UL 1703; VIDE Quality Tested; CE -compliant; Number of Modules per Pallet 32 IEC 61215 (Ed.2); IEC 61730 (Ed.l) application class A Number of Pallets per 53' Trailer 30 V Number of Pallets per 40' High Cube Container 26 C E cCR','SPallet Dimensions (L x W x H) 69.3 in x 45.3 in x 46.9 in (1760mm x 1150mm x 1190 mm) Pallet Weight 1415 lbs (642 kg) NOTE: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved Installation and use of this product. Hanwha Q CELLS America Inc. 300 Spectrum Center Drive, Suite 1250, IN ne, CA 92618, USA I ;I, +1 949 748 59 96 1 FMAlt inquiryOus.q-cells.com I WEB www.q-cells.us 1495 Zephyr Avenue Hayward CA 94544 IRON RI DGE 11-800-227-9523 I IronRidge.com Attn: David F. Taggart, VP Products, IronRidge Inc. Date: March 2811, 2017 Re: Structural Certification and Span Tables for IronRidge Flush Mount System This letter addresses the structural performance and code compliance of IronRidge's Flush Mount System. The Flush Mount System is a proprietary rooftop mounting system used to support photovoltaic (PV) modules installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum XR Rails and secured to the rails with IronRidge mounting clamps. The XR Rails are side mounted to a selected roof attachment with 3/8" stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion that is fastened to the underlying roof structure. Assembly details of a typical Flush Mount installation and its core components are shown in Exhibit EX -0015. The IronRidge Flush Mount System is designed and certified to the structural requirements of the following reference standards for the load conditions and configurations tabulated in the attached span tables: • ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) • 2015 International Building Code (IBC -2015) • 2015 Aluminum Design Manual (ADM -2015) The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for the respective loads and configurations listed, covering wind exposure categories B, C, & D, roof zones 1, 2 & 3, and roof slopes from 00 to 450. The span tables are applicable provided that the following conditions are met: 1. Span is the distance between two adjacent roof attachment points (measured at the center of the attachment fastener) 2. The underlying roof pitch, measured between roof surface and horizontal plane, is 451 or less. 3. The mean roof height, defined as the average of the roof eave height and the roof ridge height measured from grade, does not exceed 30 feet. 4. Module length shall not exceed the listed maximum dimension provided for the respective span table and module width shall not exceed 40". 5. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge's Flush Mount installation manual and other applicable standards for general roof construction practice. UDIS . 1mG 6Utpi}I8 a6gi18IPISW 1 to Rata © 2017 IronRidge, Inc. CO Flush Mount System Certification Letter - 1 :. IRONRIDGE The parameters and adjustments allowed in the span tables are defined as the following: 1495 Zephyr Avenue Hayward, CA 94544 1-800-227-9523 IronRidge.com 1. The Flush Mount System is designed as a Risk Category II structure as defined by ASCE 7-10 Chart 1.5-1 2. When designing with a roof slope not listed in the span tables, but no greater than 45°, the lesser of the two span values listed immediately below and above the desired slope shall be used. For instance, if one is designing to a roof slope of 120, use the lesser of the two span values associated with 10° and 150. 3. The wind speed selection shall conform to ASCE 7-10 Fig. 26.5-1A (Risk Category II wind) and any state & local county/city amendments to the IBC. No special wind topographic features are included in the span tables and the topographic coefficient (Kzt) is taken as 1.0. 4. The snow load used in the span tables is the ground snow and shall conform to ASCE 7-10 Fig. 7-1. If a more restrictive snow load is imposed by a local building code/amendment to the IBC, such snow load requirement shall also be complied with. If the local jurisdiction specified snow load is in the format of a flat roof snow load, it shall first be converted to a ground snow following the local building code/amendment before the application of the attached span tables. No special snow conditions are considered including unbalanced, drifting, sliding or ponding snow. Snow load conditions presented in the span tables do not include buildings which are intentionally kept below freezing, kept just above freezing, or unheated. 5. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes being: 1) For ground snow no greater than 42psf: SS < 2.Og for Site Class A, B, C, or D. 2) For ground snow greater than 65psf: SS < 1.0g for Site Class A, B, C, or D. 3) For ground snow between 42 and 65psf: SS <_ 1.5g for Site Class A, B, C, or D. 6. Roof zone size and definition conforms to ASCE 7-10 Fig, 30.4-2A. 7. Allowable span length in the charts may be multiplied by a factor of 1.08 if the rails are continuous over a minimum of three spans. 8. An array to roof clearance of 2 inches minimum must be provided. 9. The maximum cantilever length measured from the rail end to the nearest attachment point shall not exceed 40% of the allowable span provided for the respective load & configuration condition from the span tables. 10. No rail splices are allowed in the cantilever, outer 2/3 of end spans, or middle 1/3 of interior spans. 11. For shaded cells of the span tables, UFO Mid Clamps shall not be installed closer than 20 inches to Roof Zone 3. 12. When a roof attachment listed in IronRidge's Flush Mount installation manual is considered, the span values provided in this letter can be adjusted using IronRidge's online Design Assistant by checking the capacity of the selected roof attachment against the reaction forces provided in Design Assistant. © 2017 IronRidge, Inc. CO Flush Mount System Certification Letter - 2 �%' IRONRIDGE 1495 Zephyr Avenue Hayward, CA 94544 1-800-227-9523 IronRidge.com The span tables provided in this letter are certified based on the structural performance of IronRidge XR Rails only with no consideration of the structural adequacy of the chosen roof attachments, PV modules, or the underlying roof supporting members. It is the responsibility of the installer or system designer to verify the structural capacity and adequacy of the aforementioned system components in regards to the applied or resultant loads of any chosen array configuration. Sincerely, o���PDO 06 kl� �•��PNG XV9..c�O 'G • 0050891 Gang Xuan, PE, LEED AP Senior Structural Engineer V, 0 2017 IronRidge, Inc. CO Flush Mount System Certification Letter - 3 W o N 10 w F a cn 0 o W Cl Z O Z ::Do p x fy � w � = Z u ® � w - E cn O �U N Q Z) LU O v) mU (D om 0 °' 00 r m X w—w, � Q Q QW N m Q CIO LU w M � W > Z O a a � CL LO o W a a V) m 9 a e?g w Q X LU W p � LJJ _ D a— CLLJO < O Q> ~ N Ln W <<O L CL z Z O 00 O ow z CY) CC < v N N =)o J L.L o u-) lJJ z �U QC :D W > O ILX _ Q N� � C � (D Q O _,5)C � � C N m N O r-IQU a) U a� �U o o E +- Q) 00 LU 0 �-LLO O � n �- Q � � 0�3 j� �O �0 ��C �—c� U �m ppN (� Q) LL- : :� U N II D LL - V) )<N O O D O O Q N x � U N W J C H W M O — N loor 0) Q 3 U— +— O)O ,, ^ +/ Z rc M. (D ^L`` W 0 Z9am 0 T, - X Q 6 �? moo . �a _ _ C) 9L 00 W H Z io= r=� m > O > � m m a ug a 93= J X CL X o s o O LU W 1 8w= Q) V) o �E _ Ix �� Z z o Qo O X Lj z � a� D ui a N 3 � C C O U_ C o� 5 -0o `l w �� O 30 O >, 0 m N U QC C O O EU -0 o O o o U— 00 w �- O Q�f X �I 1 -0 • O � p O F -C „ X o Q O �e- X co X N 0 c� N •� i �O M E o� a om 3 0 LO co m O N Q) y= a � �� N �Z X ogw O N �U-Q:f (") W °usn N O N 0 O °� N W solar =@e SolarEdge Single Phas for North America SE3000H-US / SE380OH-US / SE5000H SE7600H-US 0 solar-..: ,r:i^,,,•:, r� o� IGO ! up +0 Optimized installation with HD -Wave technology Specifically designed to work with power optimizers Record-breaking efficiency Fixed voltage inverter for longer strings Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 UL1741 SA certified, for CPUC Rule 21 grid compliance I Extremely small and easy to install outdoors or indoors Anne 1 — High reliability without any electrolytic capacitors -.- - Built-in module -level monitoring wave Optional: Revenue grade data, ANSI C12.20 Class 0.5 (0.5% accuracy) USA -CANADA -GERMANY -UK -ITALY -THE NETHERLANDS -JAPAN -CHINA -AUSTRALIA -ISRAEL -FRANCE -BELGIUM -TURKEY -INDIA -BULGARIA -ROMANIA -HUNGARY -SWEDEN- www.solaredge.Us SOUTH AFRICA -POLAND -CZECH REPUBLIC So I a r..: Single Phase Inverters for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US Maximum DC Power .................................. SE3000H-US I SE380OH-US SESOOOH-US I SE6000H-US SE760OH-US OUTPUT Maximum Input Volta a480 ............................... .............................................. Rated AC Power Output 30003800 5000 6000 7600 VA Max. AC Power Out ................................ .......3000............. 3800............. 5000..............6000..............7600........... _....... ...............20 YA.... . AC Output Voltage Min. -Nom. -Max. (183 - 208 - 229) ........................... ............................................................................................... 8.5 . ..........1.......10 ✓Vac 13S 16.5 . AC Output Voltage Min..Nom. Max. (211 : 240 - 264) ........ �................. �................. �.................'�.................' ............. Vac ... . AC Fre uency (Nominal) Yes ........................................................... 59,3 _60 - 60.5111 ...............................II................... ......................................................... Ground -Fault Isolation Detection . Hz ........9..................................................................jjlI. Maximum Continuous Output Current 208V .......... ........................ . ......................................................... Maximum Inverter Efficiency ................... ........99.2.......... .... . Maximum Continuous Output Current 240V .......1..........I.........:.................24........I.........:.........`.........:............... 12.5 16 21 ................... 25 l 32 A GFDI Threshold1 ...... ....................... I..................Yes................................................ ADDITIONAL FEATURES A ........... . ......................................... Utility Monitoring, Islanding Protection, Country Configurable Thresholds INPUT Maximum DC Power .................................. ...... 4650..............5900.......1.......7750.......1.......9300.......1,......11800 ...... .... W.... . Transformer.less,• Ungrounded Yes Maximum Input Volta a480 ............................... .............................................. . Vdc Nominal DC Input Voltage 380 ..... 400 ............... Vdc ....Adc... Maximum Input Current 208V 12i ....................... _....... _....... ..............13.5 13.5 .......f.......16.5 _....... ...............20 . Maximum Input Current 240V 1.. ............ 8.5 . ..........1.......10 10.5 5 13S 16.5 20 .................... Adc Max. Input Short Circuit Current ......................................................... 45 .............................................................................................................. Adc. Reverse -Polarity Protection Yes ........................................................... . ......................................................... Ground -Fault Isolation Detection 6001c:z Sensitivity................................................... . ......................................................... Maximum Inverter Efficiency ................... ........99.2.......... % ...................... ......................... CEC Weighted Efficiency ............................. . .......9..........I. ................................................99.............................................................. . Nighttime Power Consumption < 2.5 W ADDITIONAL FEATURES Supported Communication Interfaces R5485, Ethernet, ZigBee (optional): Cellular (optional) .................................. ............. .................. Revenue Grade Data, ANSI C12.20 ....Optionall'1 Rapid Shutdown - NEC 2014 and 2017 690.12 Automatic Ra pid Shutdown u o' W AC Grld Disconnect STANDARD COMPLIANCE SafetyUL3741., .UL1741.SA, UL1699B..,.CSA .C22.2, .Canadian....AFCI...ac....cording to T..l:. M-07 ................... ... ... ........................................................ ..... Grid Connection Standards IEEE1547: Rule 21, Rule 14 (HI) ........ Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size / AWG Range 0751" Conduit / 14-6 AWG .................................. .:................................................................ . DC Input Conduit Size / N of Strings /AWG Range 0.75.1'r Conduit /1-2 strings / 14:6 AWG . ..... .. .... ..... Dimensions with Safety Switch (HxWxD) .....,...17.7 x 14.6 x 6.8 / 450 x 370 x 174 in/mm Weight with Safety Switch ..... ......... ......... .. ...... ....... 22/10 ...............251 / 11:4..................262 / 119................ lb. /.k . Noise <25 <50 ........ dBA.... .............................. ... ..........I............ ..................................... Natural convection and Cooling Natural Convection internalfan (user ........................................................................................................................................ . replaceabiej... ........... . Operating Temperature Range : 13 to +140 /. ,25 .. +601"I (40F ...... /. 40-C optionpsl Protection Rating NEMA 3R (Inverter with Safety Switch) UI For other regional settings please contact SolarEdge support i2) A higher current source may be used; the Inverter will limit its input current to the values stated 131 Revenue grade inverter P/N: 5ExxmH-US000NNC2 14) Power de -rating from 50'C isi-00 version P/N: SEanH-US000NN1.14 solar -. SolarEdge Power Optimizer Module Add -On For North America PV power optimization at the module -level — Up to 25% more energy — Superior efficiency (99.5%) — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module -level monitoring — Module -level voltage shutdown for installer and firefighter safety USA -CANADA -GERMANY -ITALY -FRANCE -JAPAN -CHINA -AUSTRALIA -THE NETHERLANDS -UK -ISRAEL www.solaredge.us so l a r' • e z SolarEdge Power Optimizer Module Add -On for North America P300 / P320 / P400 / P405 P300 P320 P400 P405 (for high-power (for 72 & 96-cellT (for thin film (for 60 -cell modules) 60 -cell modules) modules) modules) INPUT Rated Input DC Powerstl...........................300.......................320 400 ......................405.................W .......................... ....... Absolute Maximum Input Voltage 48 80 125 Vdc ..(Voc at lowest temperature)..................................................................................................................................... RoHS MPPT Operating Range ....................................... 8.. 48..................................8-80 12:5-105 Vdc ..... Maximum Short Circuit Current Isc 10 I 11 10.1 Adc .................................... ..�...�............................1................................................................................................. Maximum DC Input Current ................. 12.5 13.75 12.63 ...................................._ Adc Maximum Efficiency .................... 99.5 % Weighted Efficiency ................... ........................................... ............98:8 ........................... ........................................ Overvolta a 6*t'e'g'ory 1 II 128x152x50/ OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current .................................................. 15 ......................................... Adc ..... Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) ^_ Safety Output Voltage per Power 1 Vdc Optimizer gr / Ib Input Connector ........................ STANDARD COMPLIANCE EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety................................... ....... .. ..................................IEC62109.1(class ll safety): UL1741................................. ............ . ... . . .. .............. RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage ....................... 1000 .................................................................. Vdc Compatible inverters ......................................... All SolarEdge Sin&Ie Phase and Three Phase inverters ................................................................ Dimensions(WxLxH) 128x152x27.5/ 128x152x35/ 128x152x50/ mm/in 5x5.97x1.08 5x5.97x1.37 5x5.97x1.96 ........................................................................................................................................................................ Weight (including cables) 760 / 1.7 .................................. . 830 / 1:8 1064 / 2.3 gr / Ib Input Connector ........................ ..................................... MC4 Compatible ....................................... ............. Output Wire Type / Connector Double Insulated; MC4 Compatible ........................................ Output Wire Length ......... 0.95/3.0 .. ....�......... .._..1.2..3.9 m / ft Operating Temperature Range ............. . .... . ...... . .................... ... 40.-.+8.5./.-40.-.+.18S ........................................... ... .0 / ° F ..._ Protection Rating.....................................................................IP68 .................... / NEMA6P ............................................................ Relative Humidity ........................ .............................. ............................................. ................0...100 .........I.......... Its Rated STC power of the module. Module of up to +5% power tolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTERIzI Minimum String Length 8 10 18 ..(Power Optimizers) ........................................................................................................................................... Maximum String Length 25 25 50 (Power Optimizers ........................................................................................................................ Maximum. Power per ..... string 5250 6000 12750 W ...... .................................................... . Parallel Strings of Different Lengths Yes or Orientations ........ . IZi It is not allowed to mix P405 with P300/P400/P600/P700 in one string. M A 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: L) G a' r J/ l ti I Job Address: -3190 a r )Ail S Permit Number: a c PF o 0 (p & Z-1 r\ a A pDroved __S rd R,,4, J' '-s 4 le --r4 o n G ❑ No one available for inspection: Time 10 = J17 &PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: --3 1/a 14Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge d Residential Roofing PERMIT - 201800664 PERMIT NO: 201800664 ISSUED: 03/08/2018 JOB ADDRESS: 3180 Harlan ST EXPIRES: 03/08/2019 JOB DESCRIPTION: Residential Reroof Permit remove and install Tamko Heritage 30 yr Asphalt Shingles with redecking 25squares. Pitch=4/12 *** CONTACTS *** OWNER (303)274-4728 ANDERSON JENNIFER J SUB (720)324-8318 Brent Vaughn 17037 Faraday Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00 FEES Total Valuation 0.00 Use Tax 210.00 Permit Fee 204.30 ** TOTAL ** 414.30 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge j~ Residential Roofing PERMIT - 201800664 PERMIT NO: 201800664 ISSUED: 03/08/2018 JOB ADDRESS: 3180 Harlan ST EXPIRES: 03/08/2019 JOB DESCRIPTION: Residential Reroof Permit remove and install Tamko Heritage 30 yr Asphalt Shingles with redecking 25squares. Pitch=4/12 [, by rn signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le 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��ppermA I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be per# ri ed an'dthat 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 I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made 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 originalpermit fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting ofpermit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordiince or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature -of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Lagenia Reimer From: no-reply@ci.wheatridge.co.us Sent: Thursday, March 8, 2018 2:46 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name 3180 Harlan Jennifer Anderson Property Owner Phone 720-310-5351 Number (enter WITH dashes, eg 303-123-4567) I Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed JAndersonRoofOrder.pdf Contract CONTRACTOR INFORMATION Contractor Business Faraday Construction Name Contractor's License 17037 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-324-8318 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 14261 E 4TH AVE26 (Primary address of your business) Contractor Email Address ron@faradayenterprises.com Retype Contractor Email ron@faradayenterprises.com Address DESCRIPTION OF WORK TOTAL SQUARES of 25 the entire scope of work: Project Value (contract 10,000 value or cost of ALL materials and labor) Are you re-decking the Yes roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or 2 both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 4:12 NE Tamko Heritage 30yr 1 layer Asphalt this is a re -roof and new decking 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 this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. 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 been Yes authorized by the legal 3 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. Name of Applicant Ron Cothran Email not displaying correctly? View it in your browser. ML- DocuSign Envelope ID: 632EA752-20C4-4A45-B2B0-172666487EE7 f:1 FARADAY CONSTRUCTION DATE: 3/7/2018 CLAIM/JOB #: SOLD TO: Jennifer Anderson ADDRESS: 3180 Harlan St Wheat Ridge CO Please make checks payable To:Faraday Construction and mail to 14261 E 4th Ave Suite 270 Aurora, CO 80011 ITEM DESCRIPTION Test down to decking install new flashings, cover up two vents instal solar power vent Roofing synthetic felt ice/water shield and new, electric mast flashed in Shed included, coat flat roof with white silicone Gaw flea product Add 3 solar tubes 2-10" Tamko Rustic Red and 1-14" solar tube. 2 in kitchen and Pae over stairway Redeck new 7/16" plywood on entire roof and shed, add 7 pieces of plyood and place in attic Gutters New, gutters and downspouts on cmitc house add: rear, gutter, down to shed Color: To Choice add rain barrels -3 customer choice bid 5150 material cost per rain barrel Glass on flat roof Solar Tubes Add Solar Tubes: 2-10" in kitchen and 14" in stairway $510 for asbestos test. Required on spaced decking re roofs so we don't disturb Add: asbestos Total price does not reflect customer friends and family credit Faraday is offering a $2500 friends and family credit for referrals and online reviews once project is completed and paid in full! QTY UNIT PRICE LINE TOTAL $510.00 $2,500.00 SUBTOTAL SALES TAX TOTAL $31,871.94 Contract Price: The Undersigned ("Owner") agrees to pay Faraday Construction ("Contractor") the sum list on this quote exclusive of any additions, subtractions, adjustments or change orders, in exchange for the contractor providing the labor, materials and/or services specified above. Payments: All payments shall be made directly to Faraday Construction at 14261 E. 4th Ave. Suite 270 Aurora, CO 80011 and shall be charged as follows: SO% upon delivery of materials and start of work, remaining in full within 48 hours thereafter substantial completion less any touch up or punch list Items. Owner will be charged $40 for any returned check and asesesed two percent per month finance charge on unpaid balance. An invoice is considered past due at thirty one days from invoice date. Time of Commencement and Completion: Subject to any delays outside of contractors control, contractor shall commence work on the project not determined at this time and all of the above work will be substantially complete within fourteen days. Subcontractors: Contractor reserves the right to hire and supervise such workman and/or subcontractors as it, in Its sole discretion, deems appropriate. Voluntary execution: This agreement, including the attached "additional provisions" contains important language which affects your legal rights and responsibilities, by signing below, or accepting the proposal verbally, you acknowledge that you have read this agreement, that you understand its terms, and that unless otherwise Indicates,¢ y{jJ9wner of this property and/ or have the authority to sign on his/her behalf. f FARADAY Construction t AA.+ 3/8/2018 by - Authorized Representative 3/8/2018 FDF 15AC005031 THANK YOU FOR YOUR BUSINESSI Faraday Construction, LLC 14261 E. 4th Ave. Ste. 270 Aurora, CO 80011 Phone: 720.324.8318 Fax: 720.324.8733 Farad ayE nterprises.corn City of Wheat Ridge Buiiding Division Date: 7500 W, 29 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Plan #: Inspection Line: 303-234-5933 toR Permit #. Property Address: Property Owner (please print) Mailing Address: (if different than property address) City, State, Zip: Contractor: ANIJ—'- Contractor License #: D Plumbing City License #: Mechanical City License #: Company Company: BUILDING DEPARTMENT COMMENT& OCCUPANCY: Reviewer Hill INSPECTION RECORD occUpancWTVpe ® INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 FM to receive inspection the following business day. w1 INSPECTOR MUST SIGN ALL 'SPACES PERTAINING To THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall/ (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines: Water Service Lines POUR FLOOR UNTIL A ABOVE HAS BEEN SIGNED OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Plumb (Undergro �' /�`° d� °���• Heatin (Undergrou Framing lInsulation Drywall Screw FINALS Electrical p Plumbing ? ` Mechanical.'' Roof Building Final Fire Department R.O W &Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping '., SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING. AND PUBLIC WORKS BEFORE A` ' CERTIFICATE OF OCCUPANCY ISISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATIO :N OF A`CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. ' : :POUR NO CONCRETE .U14TIL - ABOVE HAS SEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) DO NOT P POUR FLOOR UNTIL A ABOVE HAS BEEN SIGNED 'ROUGHS - Sheathing >' -lath / Wall tie Framing lInsulation Drywall Screw FINALS Electrical p Plumbing ? ` Mechanical.'' Roof Building Final Fire Department R.O W &Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping '., SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING. AND PUBLIC WORKS BEFORE A` ' CERTIFICATE OF OCCUPANCY ISISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATIO :N OF A`CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Framing lInsulation Drywall Screw FINALS Electrical p Plumbing ? ` Mechanical.'' Roof Building Final Fire Department R.O W &Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping '., SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING. AND PUBLIC WORKS BEFORE A` ' CERTIFICATE OF OCCUPANCY ISISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATIO :N OF A`CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. ♦ / Z CITY OF WHEAT RIDGE Building Inspection Division I r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Ff ~Tr Job Address: / f) 41or-I y, 64 Permit Number: f(y ❑ No one available for inspection: Time OM PM Re Inspection required: Yes No When corrections have been made, calf for re-inspection/at 303-234-5933 Date: ll~ Inspector: t DO NOT REMOVE THIS NOTICE W e, W HEgT City of Wheat Ridge Building Division m 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 c~<orxroo Inspection Line: 303-234-5933 Property Address; 19 (D N !fir- I i j s:f / Property Owner (please print): JP N; A&I 2rSenJ Phone: 303 - ~7,/- Mailing Address: (if different than property address) Address: State, Zip: Contractor: Building Permit Application C Date: Plan Permit Contractor License Phone: 30'3 3 3 2 - _-2- 3 3 S Sub Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval Approval: Approval: Use of space (description): Construction Value: $ -7 . Description of -work. (as calculated per the Building Valuation Data sheet) (Z Q: Q ~c e )Cl kl e~ & ~ z 1 4l C0,L) C f-e - Q Plan Review (due at time of submittal): $ 71,1 T f--/o Qf , 01Y~ P5Q~ l,aS ~'i4i)ef~ Sq. F./L.Fted: 60 Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cenify 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. - CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESETIVE of (OWNER) (CONTRATOR) PRINT NAME: i V~'A._-~ SIGNATURE: 1 Date: /^.~6' ........ '_. _, _,_.'. /"....... " ..... ........ ......^-'"'..., ~~~............... ...... .......... ..........."._....,..../"./.,..."...........~..~"'''......v./'o..''-..../ ..-v.."~.,'" /"'......./'./V........ ./', ...."A, "o./'v' ~"'-./ /./,.,r-." --''v'.~''",..........,.^.^.......^/ ..".,."""-/"'/'. 'v'v'-/.,/V" '> , . ~: Date: .. z./z.;, /01 . '. A Certificate of Occupancy I Completion has been requested for: < '- ~ < '- < , ,'w ~ ~ ADPRESS: " ~ ? PURPOSE OF STRUCTURE: ~. ~~~, jo...)' C;"71\,AJ~ < " ~~/ . ~ ~ Building Department Approval: , ~ '- Remarks: .~ , @ ", /( 4 \..-;: Zoning Approval: ..' . < Remarks: , ., , ~ Public Works Approyal: 1'C > < Remarks: .~ , " ~ < Fire Marshall Approval: ~ . (If Applicable) , --~ < , , " Remarks:. . , . ~. Sanitation District Approval: ~ (If Applicable) , < , Remarks: , " " < Water District Approval: < (If Applicabie) , , < Remarks: ( i " > .. ,~ ~ , :~ > , .. ;'. > .. .' / ,. .. < ( ( i < .. < " " > ., > ) ~ 5 ( , > 5 , < < .' 5 i i ( ~ ~ ~ ~ .. )..-..-.,-- > .( '. ., \ > i < , <' 5, , . > > ..................."..................."V....."v^.......................,.....^.^.........../"'-.^...................................,.........., ....".............................,.'^......................""-..^..........,................."V"'V'o.',..................."""..............................................."'V"^......r........................,..~,..............,.v-,. INSPECTION RECORD 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-3855 <:r Inspection LI"e ~ 234-5933 Inspections will not be made unless this card is posted on the building site 24 Hours notice required for inspections Date Issued'll Type Occupancy INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB Footings/Caissons Stemwall Reinforcing or Monolithic Weatherproof / French Drain Water/Sewer Service Lines w COMMENTS: FOUNDATION INSPECTIONS DATE APPROVAL POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR EIeclricaI (Underground) Plumbing (Underground) Heating (Underground) ~ Do NOT POUR FLOOR UNTILA~oVE HAS BEEN SIGNED EIeclricaI Service , )J .: :J / Rough Electric O/-} '-'1d7 ~ ~ :p A /~47 C-' I Rough Plumbing 'OI'~'-~'7 --:~-zz.:' . ~ .........:L-' ./ ""'4 -/ /IJr Test Gas Piping / Rough Mechanical cP Framing Roofing Insulation Drywall Screw o - .."2 t: - c:tl- FINAlS EIeclricaI Plumbing Mechanical Frame jlnterior Finish R.O.W & Drainage Fire Department Parting & Landscaping **NOTE: ADDITIONAL INSPECTIONS / COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ~ " .,-,'<, Place in Visible Location for Inspector ADDITIONAL COMMENTS & INSPECTIONS: /..2.t/~. t/5 M#-vS ~OV~// ~77"'L ~7'7i'" ,4'47_ ~,A';. ~--~....~ C;;I<~ J' 22 -07- .- (i<?ilVl1C;.. l/oU;/' df 5ii2.c'C1 Jo Ilu/(. !lh)/- {/I-1t:/ d;;J//L4/ /115fr'c/;c;J I (J lit4- COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: \. iJ-5't1 /-//7/<&# S,/",f'L!:L'-7 .LL'{C;;A'/C:n~ /C,,;j~// /, 70""" #~""V ~7,,,//1o~~_ ~ / /7/."'77/9L/Ll? - '-'-' //1) v<?:1YL " 7/#r'b,/Li//- Cl/7: L-:bL S- //k::-/'- ,.4'/-;z-:;:r- ~. h / (" /~"''/ .<i~.>~ .-7.//,,,- /~ /t//~-YI/ /i/,/ ///'/6-' #~ /"7/'/h/-~ /HP ?.k'J':-nJZ Mi"; /-1"#.5/.dC / /< "'L:> _1~? A~7/("'/ L~i S m/J"'/i/ ~~'y: , /7/U /0'k'/A./.o-" .<Y/1",L.A.-" / ~. ~"~ LOG c- ,--.c:'- . When corrections have been made, call f9T re-inspection at 303-234-5933../~./-<;. /i'/ '7<- -;7 , Date: {..)(-~J C;./ .' y___. V DO NOT REMOVE THIS NOTICE Inspector j:)-joLo /00 ,k',e/s -ry; 7H/~ /$ /f R&Y/$~ W//Y'OdW ~I'9Yt:1V7 ~~ Sj,p 1/!9/(V1N' oS'?,'(E.e / . J~N~ ~Pde.strN' /,(JILL- .6'~ ~/</#'~ -ti/f //~ ~,~ IIA'I~ y~t/ ~~ CODE OFFICIAL INSTITUTE Z: h , \ o '\)'l ~ """'\ D V C P ", " c C .~... "" " '~~ c, lP, ''?- C> 1 t\ ~" 11 ....., s- :? 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Inspection Services Division (303) 235-2855 Correction Notice Job Address: 0/80 /l1'9-A'Lt91V .s~~ k:r77,vcr /A'6')O~~N' / > a- r.; /VoT ./ /1/..,rA'?.I ~ rV'~ c2ec/-<,/c/9L. .6'~P/C~ .r:> RL'Co,,<:..os (3 &,,,-.0,."'/& 'oE/'~ .6'1/7"" /r/9YE NO E~//Jq/. ,')~///"~ , /A/.,PfiZ:::;;;'l""'..,W"S <" x/"~/ P/V~RG'~ ..I~/S" /.1>9-,t/6 g~r/V ~,>r,;-'OV.e..o ~. .?'d/LL ~/ Xc:'.6.ct E/Y'~CV or .R:!'-.<;/L-.JLft" P/R~,v& or .c; \//0e';;:V LM~A-)':"; -,:C;/ ?C1.3'Z55'-285o When corrections have been made, call for re-inspection at 303-234-5933. Date: DO NOT REMOVE THIS ( p~OIo-O~D @ City of Wheat Ridge Community Development Department MINOR BUILDING PERMIT APPLICATION Property Owner:..:TeJ'\V\. j feY' Af\d..e r31J~ Property Address: 3)00 {-by IClIi\ s+ w ~lZ..d Contractor License No.: 0 "" I_ . (..(.I, "V Company: . "-~' ~H<"'r.", ~ 0 - " u ~ COLOR/>.CP Building Permit Number: Date: Phone: 3()3 d. '7L( L(TJ.$ Phone: 7wfo'3<S qg-~IS C+>II OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT J hereby certify that th~ 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 J have read and agree to abide by all conditi~ns printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (1.8.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. IOWNER)ICONTRACTOR)'SIGNE~~TE 1012-1010 (OWNER)(CONTRACTOR):PRINTED::::ren e I d DATE# Bulldinq Deot. Valuation Figure: $ Value:$ S}oe-o Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ Use of Space (description): Description of work: ~(r, Sq. Ft. added ~ ~ \J--"tJ.J- ~ L\~. f\:j:YV'., \- \)~roor('. ,1\~~llck1..:1- \. B1JllA)ING DEPARTMENT USE ONLY SIC: Sq.Ft.: ON1NG COMMENTS: ~. Appro\lal: ~ "6 Zoning: -\<.. S . BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: O'iVAfY' Piumbing License No: Company: (II i CCL( K-S- {)IOf'l\bl~ Expiration Date: Approval: Mechanicai License No: Company: O\PYI-e-f Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in acr:.ordance wi~h the provisions sel forth in your application and is subject to the laws of the Slate of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City, (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permi! expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year, If changes have b~en or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of waler causing a drainage problem. (5) Contrador shall notify the BUilding Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule orregulation. All plan review Is subject to field Inspections. rh;cf Q, ,il..-1;""" nffi,-..i.-,l < :J }.! q ;',1 ;{.'1 ..'.::; :;:..t ::;.1 llU ,I~t '~ \~ ,~ e ~C1 v ~.H .~ 0 __ .... ,-!~\J1/e 51 N ""J);~ "'~ V":, N \!Il. ~l.'-_l ~1] ~~ .;. 11~ ~ I .r ,'~?' ,~ } \~~S'f l I ."- ..."" "Ii'>. ....: I .':;;,' >- ... .;;~~. t; .. -".. ~ ~ ~ .~ .... ':::.~ '!f: < -~ ll"" I ~!i~ ~~~ ",,<>-__9 ~~"z~i ~~~@ ~ffi~~ ..~ a w<>!:;: 0 ~";:<;::i;~~~ ~~nni':" """:rZg; , ~~"~i':~il O::~~~~t: ;Z:~::!l:i:J ~'5llJ;!l;:;;a;:t "~~2li!.\ ;;J;;;~,,~, i!;Jffih,;J )1 i-~"'~i ; ~~Y'~.. ; ~~:i. aali" 92l.SeS2eOe ON SITE PLANS MUST BE ON SITE FOR INSPECTION CHIEF BUILDING OFFICIAL '" ,;, " , ~~ /ill!; ,.,. .;. \,- ~ .'.,;.- .~~':: .. " " " '-'. ~ :; :!! ~ .;. 1>1 ';\ ..: ~ ", :5~-~ F \: 'WH i: ,i ~ !~fl~ ~ '<.. Ie "Ci~o~~ (!;. i~ns ct' '. ~-g'\ .m~ __ -f> -- ~\ 1.:~e~:.. '1 - ~;g !<'\: ~~:'.ii ~ :;:lQ.'\ "'l~i"-' ~ ~~\\, ~.8:~~ , Q "-_...l li~~:e~ :E ::< ';'Ji.r;-l';; 0: w~z.< Ji ... \'..j'~ -Hie .. ',,,,1.,<r ~ :"', ~ ~ iii$ '~J'l I ~ ~ci i!a~ ~~,. Sl/!1 -diii , l ^ ,- "" ::fib :::2 ~~ <( ~ ~~ ~ :i\ ~ ~a^uao sa~nSOtoU3 ol~ed dYO:tO 90 92 ~oO , City of Wheat Ridge Res. Add Structure PERMIT - 060846 PERMIT NO: JOB ADDRESS: DESCRIPTION: 060846 3180 HARLAN ST heated four season enclosure ISSUED: 09/11/2006 EXPIRES, wi bathroom installation *** CONTACTS *** gc 303/293-9707 owner 303/274-4728 sub 303/985-2003 01-9532 Patio Enclosures Jennifer Anderson Abe Copp 01-8660 Abe Copp Company ** PARCEL INFO ZONE CODE: SUBDIVISION: ** R-3 UA USE: BLOCK/LOT#: UA 0/ Permi t Fee Plan Review Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED FEES 574.35 373.33 .00 528.44 1,476.12 PROJECT VALUATION: 29,358.00 ** FEE SUMMARY ** Bathroom addition ok. CRoot: Subject to field inspections. OK w/ notes. Own Please Note' er I contractor is respon 'bl r. lines and constructing im ro~ e or locating rroperty ap"'uved pI d .p ements accordie' to .', Th' , . an an reqUIred developmen " .~, .. _ - e CIty IS not responsibl fi . t 5.,1".. . ,". It.L . d 1 e or JnacrllrAh. ;...1.-, ''I" ~.4.1~~'" w wm me plan set and an' . , errors resulting from' . Y con5Iruct.,,,, Inaccurate mform::ition. Foundation is engineered out. Comments: 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 Whe Ridge dinan for work under this permit, lans subject to field inspection. r 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3, If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval df violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All pIa ev' ct to f~ inspections, ical date INSPECTION. REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. p~OIo-o:;t'o ~) (~ City of Wheat Ridge Community Development Department MINOR BUILDING PERMIT APPLICATION Property Owner:Je t\V\ i fey A"d -e r:s,V'\. Property Address: 3)00 {-by IClIi\ S+. wi\..uof-rld Contractor License No.: 0' /' I /'" . ,:,)_/, --v- Company: "-~' ~H[^r.,., ~ 0 - " u ~ C'Ol.ORI>-<;:P Building Permit Number: Date: Phone: 30"3 c';<7l( L(7J!6 cell Phone: 7UJ 0'3~ q g-~8 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildinq Dept. Valuation Figure: $ 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations oflhe City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate; that J 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. (OWNER}(CONTAACTORl' SIGNE~TE 101z.101o (OWNER)(CONTRACTOR):PRINTcO Je . I ~ DATE I off ~~ Value:$ S O<X:l , I Pemut Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ Use of Space (description): Description of work: .-Pod'< <r Sq. Ft. added ~~~ \)tirvv' D~f'(' of: Y <;t().SiY< ft:i'Y'^ ~ 'A,,~\iC"~I';' \. BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: LONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: AI:; Approval: U......- /t I~C PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: OWf\eY' Plumbing License No: Company (Y) i ("-' ~ -PI 0 f'l\bi ~ Expiration Date: Approval: Mechanical License No: Company: OlUn-t',f' Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance wi~h the provisions set forth in your application and is subjeclta the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other appiicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building aulhonzed is suspended or abandoned for a period of 180 days. (3) If this permi! expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have bE::en or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Conlractor shall notify the Building Inspector r-nenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job, (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review Is subject to field Inspections. Chief Buildino Official ';:,),' ", "'Y; ....... :-~,..:. , ~ -' ~;Sj. ~~ u-'1 '- -.J ! ----t.. . .~- .~l, i -, ; i ; ~. 'p i .uJ ! .. .t P TID ENCLOSURES, INC. Fi176 E. 47th "..., Dr DENVER, COLORADO 8Oi16 ~...u.~ J._,~'n . ".UlIU'~ l.U.J'U (100) 1177.2146 , - ,1 .J~ :i Il '~ ;< i~ , I : ; , i i ., :\l\ i \:....... i ! .. , T ; , L , ..!.. I ,. i ;- _1.. .. +, ;. ; 'ru _n. ~ i r ! .1 i .j i ; ., i '\ 1-' i .: ! ~. , !.. ..;...;.. ...l- , ..j i -i . t. , h.t. ! i i i ). ,.j.- !...., ,,;. 1 I. , i .. ~ i ! , ! !~. ~ 1'" ;-l) til-. ! ... ~ i I ,1 -i , j i i , i' .J i. ; I , l. I , , i ~~ .i (j,', .r,:., i '1' f ~[ \)' .... ~~i~-~~~ -'" NO. ifWI"''''l'....JZ'N~ DO' ~~ DATE (~ . f .m::. Oo'\~ ,r, Pe-~ t.Vs-'- ~'i- k6\J'S:6N I/)_,;~"'b~ """""""... """'E VI! ~j" :>It ; .....l ". ~ ...i--- ,~ .J. :Jj ! ~t'.f ~i : -11 0) : J~t'i' : & l ' . , ',i j ,'~ .1 ,~: j j . ' ; I .,',.'.! .!.. ~"fu: i I . f~ ~(h j - , P i"! i : It:J' :. '.~,IO 1 , h ~o 1 i ~~. I !,.. J I!"" 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'~- "- '........ 0/ .~~:::- 0,\ /i.~ .. >C;. ;; "" ~ ,.5; ",'" ~.... g~ ~K ,.~ 2~ ~Q ~~ ~e ~ ~ :3 '" S ,.; ~~ ~..~ ..~J n~ \, .~~'\?< ;".. 0.\ i'-_.I ~~' .~,) \ C,...\ , "'\'\ ~ 1 , ., \ fij . ~ i Oct 25 06 01:04p ~ ..... ....:-e .. R;;8l;1!i~!;~ ......f'~~$.""'~~ ~ ~~"2~~ ... t lii~ilS~a ~~g~ ~~~ l':"lF~.' !t~:;j ~ !il~ li!\"l i, oh,,~u 11 ~~a~H "'\"""" .... \'10 Il"\"",\)'~' t::~ .,. 'l;)....~ ~- N 1Dl:;)q r-~ ~ ~ ""0 -\ ~ r- G S!!:' ;t~ . 'w.". ....2~ }l~ ti 0 ~~. t. ~ ".~ '" :0.... r > f ~ ~ ~ ;Z8~5! 2i!~in -"n '" l;l~i?!~ ~!;%(;:~ tn~g_ C") lllo,.>xu; sr.~_I7lP.s:! ;:x~~'" _8..: -v c.;-~E2~ 2~~~~ r.tMXiA::u bt'"'li!:: =l ~~~~o ~::u....~..., ~~~~~ p8V:;?<5 -=:::::.... Q ""= g 3~ , '" '" , Q '" '" ... , <' "l, l;(~ i~. ~M NP' . . rg;;< ...;.~ .!3~r\ -0 .~ . ~ '" . I ~~ ~ \H~ti3.L.. 'C:lr<:\O' 'f<5:t;.)> ~ :i.~~~ '" ~ '" l..B~~ '" ~ ~~u-2 ~ C);-' '" N :0;: ~ g ~ Patio Enclosures Denver 3032939726 p.2 , I' , ~,~-;, ~h' ~/i"Q! ;.; ~~; :a~~ ~~j;Rl~ oi. 2. I" .....~..,. (:!\';:'O~ !P~lll~ ~:<::o~E l:~~E2 _1;_ ~ '1 '" 7{ I f~------ , , , , "v.' I ~l 'f' H-'I "" , ~ I '--";::T"'~UI m.." 9 -I . :;;";1ifb~' ~::. :.: ~ I C> , c: , , , Pli,o I ~; , , , , !ii~ LU]... ~~-~ ~ ~~~:, ~~ ~i~ i!~ ~~; ~~ ~:H~ !< 2G~ ~"' "l'" ll'''' ~G~ :l ... ;"/' '.. ~~ '" U ~~~ ~ '" ... .....;il li. I ~-'" ~ ;ou~ ~t "'~ ~1" R ~ ~ ~Ef:;; ~ \Jo~2 :l ;: :t~ ~~.. ~~ .~ RlU ~:t~ !il-lo ~ S il;~~ ~ ~~ ~ ~"g <:l ~ll ~ ~~"I l( ~ " ~ 2~H ~~,~ ~ . "'...'"f......~ ,.<".~!.-..cli.....y" ,rC?~. ::-, ~~ t~/~ "" 1,t;.. ""~ wS ~ ~!. ''*;.......;it~ >:-,..""f,~"'lI~Y1-~....<l-O City of Wheat Ridge Res. Add Structure PERMIT - 060846 PERMIT NO: JOB ADDRESS: DESCRIPTION: 060846 3180 HARLAN ST heated four season enclosure ISSUED: EXPIRES: 09/11/2006 03/11/2008 ..* CONTACTS *** 303/293-9707 303/274-4728 303/985-2003 01-9532 Patio Enclosures gc owner sub Jennifer Anderson Abe Copp 01-8660 Abe Copp Company ** PARCEL INFO ZONE CODE: SUBDIVISION: .. R-3 UA USE: BLOCK/LOT#: UA 0/ Permit Fee Plan Review Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED FEES 574,35 373.33 .00 528.44 1,476.12 PROJECT VALUATION, 29,358.00 ** FEE SUMMARY ** 1I~~] Comments: TRC : okay CR: okay R-3 subject to electrical field inspection must meet 2002 NEC 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 1 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. ~~ ,....--..... Cj-/s-o It:> date Signature of contractor/owner 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if {A} the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days, 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is s 'ect to fi d inspections. INSPECTION REQUEST. LINE: (303) 234-5933 BUILDING OFFICE: (303) 235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. date signature of COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE. 303.234.5933 CITY OF WHEAT RIDGE . 7500 WEST 29TH AVENUE )" -A4. ~ . WHEAT RIDGE, CO 80033 - (303.235.2855) -YD I ~ 06 -0 I 4, t'f APPLICATION Building Permll Number: Dale: .~ Property Owner: .~ e"" '" :.-t"'e...~ A~c~:er"s c> ..:J Prop.rty Addr.ss: 3 \ ~c \;!.JI,...I.A;.) Contraclor License No,: /9 S-" 2. Company: \lA' ( ',. C \ __ 't'rr\;"-' C('Jl::.J C)~\..-'4""~ ..l...~c::... Phon.: 3/;;n "/-'17 Z 8 Phon.: 3/,SFt.1-9,/(J7 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ~^ -- ~L.. \ ~ 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 Wheal Ridge or covenants. easements or restrictions olrecord; that an measurements shown, and allegations made are accurate; thai I have read and agree to abide by all conditions printed on this application and that 1 assume 'ull responsibility for compliance with the Wheat Ridge Building Code (V.B.C) and all other epplicable Wheal Ridge Ofdinances. for wO:.:;2er this permil. (OWNER)(CONTRACTOR) SIGNED . Construction Value:$. z.q ;358 Permit Fee:$ ''--. -. Plan Review Fee:$ Use Tax:$ Total:$ (QWNER){CONTRACTOR):PRINTEO ". DATE '8~)Y-CJc. 6...,,,,,,'<' Description: #t!:./i-.fc...-J2 /,I S eASe>,J E,ve.k $~'I'<C Sq, FI. Iddld J9G P BUILDING DEPARTMENT USE ONLY SIC: Sq.FI.: ONiNG COMMENTS: ~ Approval: '-.:.- \'6 Zoning: f2.'5 BUIl.DING COMMENTS: (:; V Approval: PUBLIC WORKS COMMENTS: Approval: ccvpancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Dale: Approval: Expiration Date: Approval: Expiration Date: Approval: (2) (3) This permit was Issued In eccordence with the provisions sel'orth In your IppllceUon end Is subjecllo the lews of the Slate 01 colorado Bnd '0 the Zoning Regulation. end Building Codes of Wheat Ridge, ColOl'8do or any other applicable ordinances of the CIty. This pennlt shall expire If (A) the work authorized Is nol commenced wtthln sixty (60) days from Issue dale or (B) the building authorized'S suspended or ebendoned for e pertod of 120 deys, If this permit expires, 8 new permit may be aCQuired for 8 fee of one-half the amount nonnally required. provtded no changes have been or wUl be made In the arlg1nal plans and speclficaUons and Bny suspenSion or abandonmenl has nol exceeded one (1) year. If changes have been or If suspension or sbandonment exceeds one (1) year. full feet .hall be paid for a new penntl No work of any manner shall be done that will change the natural ftow of water causing. drainage problem, Contractor shall notify the Building Inspector twenty~four (24) hours In advance for all Inspections and shan receive wrlRen approval on Inspection card before proceeding wnh successive phases of the Job. The Issuance of a pennll or the approval of draw1ngs and spedfie8Uons shall nol be construed to be 8 pennll for. nor an approval or, any violation of the provtslons of the building codes or Iny other ordinance, l~w, rule or regulaDon. (1) . (4) (5) (6) Chief Building Official Residential Worksheet (SF/DnDlex) Submittal requirements: nxnrL-LO Copy of Deed ~ 0"--'0 Site Plan (to scale) Address: 3\ eo ~\;;l.A S-t- [2(" Elevations W Zoning: P..3 Lot Size: 15'6"'7 Use: ~ Property in the flood plain? sq. ft. Lot Width: ft. Maximum Lot Coverage: 4b % &> 34-, ~ sq. ft. Proposed Improvements: Existing Improvement(s): House: sq. ft. House: \\eA- ~ V?3 sq. ft. Addition to House: \~ sq. ft. Shed: sq. ft. *Shed: sq. ft. ..l}etached Garage: 'tc6 sq. ft. Detached Garage: sq. ft. Other: sq. ft. S~ Total: \l~ sq. ft. Proposed Lot Coverage: (Total) 25, % --l.91L- sq. ft. Required Setbacks: FR 3:l Provided Setbacks: FR / ~ 5ls~l Sl~R l'\) S 2.2. ~ S \fl-~ R 44-.5 Proposed Height: ,") I -to ~lf- ft. Proposed Size: sc> 3'1-' 9- \fil sq. ft. Maximum Height: sS ft, Maximum Size: sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into lhe site shall be surfaced with concrete ick pavers or similar materials. For all uses ot n one and two family dwell ngs, no vehicle entrances or exits may be closer than 25' to any property Ii ,except when used as joint access or two or more lots. Idential zone districts, curb cuts shall b at least 10 feet and not more than 24 feet in width, One and two-family dwellings may hav orseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edge . Street trees required: Street trees provi 'Metal sheds in excess of 120 s.f. not all Landscaoine Notes For one-and two-family dwellings, one tree for every 70 feet 0 street frontage is required. 100% of the front yard and 25% of the enlire lot musl be land aped prior 10 issuance of CO. :' \ All~Y b'~1' Elt" It'-r 1 -& 4',f 1> " ('fOP. AOOlf. !"I' I.' . . 17'-"1" 101 %tot. II' II' S',f:l' I&'~t' 11-7" 41,S" ~)(I~f. !I'-Z" 0WI.6. 1&'-1" 4'~10" 18'-4" 4' 11~&" HM:lA~ ?f. ?If~ FtA~ ~c..A~~ I"-ZO' st U J. AIJO~f~OIJ 3180 I1mAIJ ~f. WI1~AffIO~. c..O. 8OZ14 . PATIO ENCLOSURES, INC. 6776 E. 47th Ave. Dr. DENVER, COLORADO 80216 (303) 293.9707 . FAX (303) 293.9726 (800) 977.2846 ,Uhe.,..! / S"h.R. ""I'L1 II )( I~ 'n z<( S"I'.... I<~e.e........-A.."" ~ o ,....J!,J" /' ~<..-fIA' ""':+ I r ----+ 0 a JOB A <\J 12",- (" oS ... ,-J SHEET NO, OF DATE CALCUlATED BV DATE CHECKED BY 'h" I SCALE Y .2. I '2:.' -'--<-;- - ~~,".-- ..,..'''.--.;---..-,"''. [ j t~ @ 6l-+ : H1 z <I" $dl iJ/. I~"'o"___ q Ql--'l: o;@ , . ~~er+ ~".,., i o,{l.{'ld. ~ A.-> V e.0!~le.ec4~:!c-~e.*...d C~ C:,,~-tO orn ~"",x:r2ll4-I(S/nalf~)2'J5-1(Plddld! 1\ ~-,(Y,r. .(J~A~ 1 I I I ~ @ o x ; " /1 9 x t---c , :::=-- . ~~ REPORrM ESR-1470 Issued November 1, 2005 This ,eport is subject to re-exsminstion in one year. ICC Evaluation Service, Inc. www.icc-es.org ~ionoI 0lIIce. !53flO_ MlRood. _, Collomio SOl101 . (5l2) eIl&{l543 Regior1at Offtce . 900 Mof'lldair Rood. SullI A. Biminghem, AIat:8ma 35213 . (205) 599-EJEOl Reqional OllIe.. 4051 West Flossmoor Road, CoultryClub_,11nois6C478. (7Cll) J99.ZJJ5 DIVISION: 07-THERMAL AND MOISTURE PROTECTION Section: 0741ll-Metal Roof and Wall Panels REPORT HOLDER: PATIO ENCLOSURES, INC. 720 EAST HIGHLAND ROAD MACEDONIA, OHIO 44056 (330) 468-0700 www.oatioenclosureslnc.com EVALUATION SUBJECT: SUPER-FOAM ROOF SYSTEM 1.0 EVALUATION SCOPE Compliance with the following codes: . 2003 International Building Codee (IBC) . 2003 International Residential Code'" (IRC) . 1997 Uniform Building Code'" (UBC) Properties evaluated: . Structural . Fire classification 2.0 USES The Patio Enclosures, Inc., Super-Foam Roof System, described in this report. is used as structural roof panels of patio covers complying with Appendix I 01 the IBC, Appendix H of the IRC, or Division 111 of Appendix 31 of the UBC, as applicable. 3.0 DESCRIPTION 3.1 General: The Patio Enclosures, Inc., Super-Foam roof system consists of roof panels and aluminum framing members which are field-installed in the longitudinal joints of adjacentroofpanels. Each roof panel is a factory-assembled sandwich panel consisting of aluminum facings adhered to an expanded polystyrene loam plastic core. The panels are 36 inches (914 mm) wide and have nominal thicknesses of3,45/50(6 inches (76,117 or 152 mm). 3.2 Materials: 3.2.1 Core: The core material is Falcon Foam, A Division of Atlas Roofing, expanded polystyrene foam plastic boards as recognized In ICC-ES evaluation report ESR-1962 (formerly ICC-ES legacy report ER-4059). The foam plastic has a nominal density of 1.5 pcf (24 kglm'); and a fiame-spread rating of25 or less, and a smoke-density rating of 450 or less, when tested in accordance with ASTM E-84. 3.2-2 Facings: The facing material on both sides 01 the panel is 0,024~nch-thick (0,61 mm) aluminum with an alloy design ation of 31 05-H274, conforming to the requirements lor 3105-H16 as designated in ASTM B 209, with a minimum tensile strength of 25 ksi (170 MPa) and a minimum yield strength of 21 ksi (145 MPa). 3.2.3 Adhesive: The facings are factory-adhered to the core with Rohm and Haas Company Mor-Ad M.o47 adhesive, recognized as a Type II, Class 2, adhesive in evaluation report ER-5831. 3.2-4 Sealant: The sealant shall be Dow Corning 795 silicone seajant 3.2.5 Framing Members: Framing members that are field- installed between adjacent roof paneis along the longitudinal joint 01 the panels are solid, extruded, aluminum l-shaped members. The aluminum has an alloyandtemperdesignation of 6063- T6 complying with ASTM B 209. See Figure 1 for additional details. 3.2.6 Fasteners: The fasteners used to attach the framing members to the longitudinal edges 01 the roof panels and used to attach the framing members to panel supports. as described in Section 3.2, shall be '/2~nch~ong (12.7 mm), No, 8 hex-head, self-tapping, self-drilling, stainless steel, sheet metal screws having an ultimate torsional strength of 42 inch- pounds (4.74 N. m), ultimate tensile strength of 1575 pounds (7006 N), and ultimate shear strength of 1000 pounds (4448 N). 4.0 INSTALLATION The panels shall be installed in such a manner that the panel length is continuous between supports, wi1h no transverse joints. The roof panel longitudinal seam shall be located a minimum of 24 inches (608 mm) from the inside face of the wall parallel to the panel length. The panels shall be installed at the minimum rool slope noted in Tables 1, 2 and 3, to prevent pondlng. Supports of the panel and longitudinal framing member assembly shall provide a minimum 1..oinch- wide (25.4 mm) continuous bearing width at support points, for gravity and wind uplift loads. The l-beamscan be attached to the top track of the wall assembly in accordance with Figure 3, For other methods of panel support,.the effects of the support on the panel performance shall be substantiated to the satisfaction 01 the building official. The method of connection of the panelS and longitudinal framing members to the structure shall be substantiated to the satisfaction of the building official. The longitudinal edges of adjacent panels shall be interconnected, with the aluminum framing member fastened to each panel as indicated in Figure 2. All roof panel edges shall be encapsulated in aluminum extrusions. €;S RePORTS- an nollo bll COf1Jilnllld"" "'p,ullnring all.uholti"$ 0" WI.V Oil,., "unblll/lS /101 SfHctfically addrc3Hd. no, arc lhq 10 bol '"OIwnI"d all ~ /lnJonll","nl of dN- sub}.et oftM ,..port 0" a r<<ammwtdtuicn lor it" Ufll. ",,.N i" no warnmty by Ice EvalllDtion s"TYI"- tnc.. ""P"'U tW impl/.tJ. IU to ~ fl",Ii".'S o~ ot"<I~ mQtt<l~ in th.~ nporl. or <u /0 0",11 prnJr..., co""r~J by IJw "'port COpyright CCI 2005 . --- -- Page 1 of 5 Page 2 015 ESR=1470 The Dow Coming 795 silicone sealant shall be installed as indicated in Figure 4. Maximum ellowable gravity and wind-uplillloads, based on strength and deflection consic;lerations, are set forth in Tables 1,2and3, .. The use ofthe roof panel system to resist any other loading conditions, such as axial compression or tension forces on the panels due to horizontal wind loads, or use of the system as a roof diaphragm to resist lateral forces, is outside the scope of lhis report 5.0 CONDmONS OF USE The Super-Foam roof system described in this report complies with, or is a suitable alternative to what is specified in, lhose codes listed in Section 1.0 of lhis report, subject to the followin9 conditions: 5,1 The system shall be limited to use as rool panels 01 patio covers regulated by Appendix I 01 the IBC, Appendix H 01 the IRC and Division III of Appendix Chapter 31 olthe UBC. . 5.2 Panel fabrication, identification and installation shall comply - with lhis report and the manufacturer's published installation instructions. 5.3 Panel connections to the supporting structure shall be designed to resist the applicable loads in accordance with lhe applicable code. 5.4 The remaining portions of lhe structure are outside lhe scope 01 this report and shall be designed and constructed in accordance with lhe applicable code. 5.5 Calculations and drawings demonstrating compliance with lhis report shall be submitted to lhe building official. The calculations and drawings shall be prepared by a registered design professional where required by the stab.rtes of the jurisdiction in which the project is to be constructed. 5.6 For recognition under the IBC, compliance with IBC Section 2603.6 needs to be demonstrated by testing in accordance wilh ASTM E 1 De or UL790. 5.7 Recognition under the IRC is limited to installations permrtting a nonclassified roof covering under IRC Section R902.1, unless evidence of testing in accordance wilt1 ASTM E 106 or UL790 is provided. 5.6 For recognition under the UBC, reports 01 tests in accordance with UBC Standard 15-2 are needed only ~ the roof panels are to be recognized with a roof classification. 5,9 The panels are fabricated atlhe Patio Enclosures, Inc., facility in Macedonia, Ohio, with loll ow-up inspections by CI Professional Services, Inc. (AA-656). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Sandwich Panels (AC04), dated February 2004 (edrtorially corrected October 2004). 6.2 Reports of room comer fire tests in accordance with the ICC-ES Acceptance Criteria lor Foam Plastic Insulation (AC12), dated February 2005. 6.3 A quality control manual. 7.0 IDENTIFICATION Each roof panel, and the packaging of the aluminum framing members, is identified by a label -bearing the name and address of Patio Enclosures, Inc., the system name (Super~ Foam Roof Panel System), the evaluation report number (ESR-1470) and the name ollhe inspection agency (CI Professional Services, Inc.). The packaging of lhe seaiant bears the seaiant manufacturer's name and the product designation as noted in Section 3.2,4 of this report, TABLE 1-<l~NCH SUPER-FOAM ROOF SYSTEM MAXIMUM ALLOWABLE PANEL SPANS......... ALLOWABLE 3.0 INCH - 0,024" - 1.5 pcl EPS - 0.024" WIND PRESSURE Applied Downward Pressure for Design (psi) Allowable Roof Live Load (pst) Allowable Snow Load (pst) 10 20 20 30 40 50 15 18'-7"' 14'-10" 13'-7"' 11'.8" 10'-5" 9'-6" 20 17'-6" 14'-10"" 13'-7" 11'-8"' 10'-5" 9'-6- 25 15'-6"' 14'-10"" 13'-7"' 11'-8"' 10'.S"" 9'-6"' 30 14'.1- 14'-1" 13'-7"' 11'-8"' 10'-5" 9'-6"' 35 13'-0- 13'-C1' 13'-0" 11'-8" 10'-S"" 9'-6"' 40 12'-2- 12'-2"" 12'-2- 11'-8"' 10'-S"" 9--6"' For 51: 1 inch =- 25.4 mm, 1 foot =- 304.8 mm. 'The tabulated panel spans are based on the panels subjected to uniform loading conditions and instaUed under single span conditions with a maximum cantilevered roof overhang of 24 inches. Consideration shall be give to non~uniform loads such as those associated with snow drift and buildup and areas of discontinuity for wind loads. 2-fhe tabulated panel spans are based on the lesser of strength limtts and deflection limits. The deflection limits are U120 of the span for gravity loads and L/6O of the span for wind loads, A maximum temperature differential between the two panel skins of 10.F shall be maintained. :lFor use under the IBC, the tabulated allowable uniform loads shall be equal to, or greater than, the design wind and snow loads determined in accordance with lac Chapter 16. .~o~ us" !J"1d~' fh,:, IRe, the tabulaled al1c'l\'Vclol(' unif(lTT!"l loads shall bC' equal to, or grealcr than, the wind and sn('lw lo~d5 dC'lcrminccl in accordance WIth IRe Section R301,2.1 and the ground snow load aSSigned under IRe Section R301.2. 'For use under the UBC, the tabulated allowable uniform loads shall be equal to, or greater than, the wind and snow loads determined from Table A-31-A of UBC Appendix Chapter 31, Division Ill, or design snow loads. 'The minimum roof panel slope must bell. inchlfoot for patio covers subjected to roof live loads and I/zinchlfoot for patio covers subjected to snow loads. The minimum roof slopes ere b..ed on panel deflection only. Increased slopes are required where paneleccessories, such as mullions or flashing, increase pending caused by irregularities in the water flow path Page 3 015 ESR-1470 TABLE 2-4.62SoINCH SUPER-FOAM ROOF SYSTEM MAXIMUM ALLOWABLE PANEL SPANS'............ ALLOWABLE 4.625 INCH - 0.024"': . 1.5 pel EPS _ 0.024"' WINO Applied Downward Pres.sure for Oesign PRESSURE (pst) Allowable Roof Live Load (pst) Allowable Snow Load (pat) 10 20 20 25 30 3S 40 4S 50 55 10 19'-0'" 19"-0- 17'-3- 15'.7'" 14'-3'" 13'-3'" 12'-6'" 11'.9" 11'-2- 10"-3'" 15 19'-0'" 19"-0- 15'-7'" 15'-7'" 14'-3'" 13'-3- 12'-6'" 11'.9" 11'-2" 10"-3- 20 19"-0- 19"-0- 19"-0- 15'-7'" 14'-3- 13'-3'" 12"-6'" 11'-9" 11'-2" 10".a" 25 19'.Q"' 19"-0- 19"-0- 15'-7'" 14'-3'" 13'-3- 12"-6'" 11'-9" 11'.2- 10"-3- 30 17'-9- 17'-9" 17'-9- 15'-7'" 14'-3- 13'-3- 12'-6'" 11'.9" 11'-2- 10".a" 35' 16'-4- 16'-4- 16'-4- 15'.7'" 14'-3- 13'-3- 12"-6" 11'-9" 11'-2" 10"-3- 40" 14'-8'" 14'-8- 14'-8- 14'-8- 14'-3" 13'-3- 12"-6" 11'-9" 11'-2- 10"-3- 45' 12".9" 12"-9- 12"-9- 12'-S" 12'-9- 12'-9" 12"-6'" 11'-9" 11'-2- 10".a" SO' 12'-3- 12"-3" 12"-3- 12"-3" 12'-3- 12'-3- 12"-3" 11'-9" 11'-2- 10"-8" 55' 11'-1" 11'-1- 11'.1- 11'-1- ..11'-,'" 11'.1" 11'-1" 11'-,. 11'-1" 10"-8- For 51: 1 Inch = 25.4 mm, 1 foot = 304.8 mm. IThe tabulated panel spans are based on the panels subjected to uniform loading conditions and installed under single span conditions wrth a maximum cantilevered roof overhang 0124 inches, unless roted otherwise in Footnotes 3 through 7, Conliideration shall be given to non-uniform loads such as those asaociated with snow drift and buildup and areas at discontinuity for wind loads, ~e tabulated panel spans are based on the lesser strength limits and deftedion limits. The deflection limits are U120 of the span for gravrty loads and L/60 of the span for wind loads. A maximum temperatwe differential between the two panel skins of 10"F shall be maintained. 3For the 4.625-lnch Super.Foam Roof System with spans less than or equal to 14'--6'", the maximum eave projection of the mof system is 24 inches. Forthe 4.625-inch Super-Foam Roof System with spans greater than 14'-6"', the maximum eave projection of the roof system is 12 inches. .For the 4.625-inch Super-Foam Roof System with spans less than or equal to 12'.10"", the maximum eave projection of the roof system is 24 inches, For the 4.625.jnch Super-Foam Roof System with spans greater than 14'-3" and 12"-10", the maximum eave projections of the mof systems are 6 and 12 inches, respectively. 5For the 4,625.-lnch Super-Foam Roof System with spans less than or equal to 10'-0", the maximum eave projection of the mof system is 24 inches. For the 4.625-inch Super-Foam Roof System with spans greater than 12'-10"" and 1a-Q", the maximum eave projections of the mof systems are 6 and 12 inches, respectively. sFor the 4.625.jnch Super.-Foam Roof System with spans less than or equal to 8'~, the maximum eave projection of the mof system is 24 inches. Forthe 4_62S-inch Super-Foam Roof System with spans greater than 12'..(]", 1a -6'" and 8'--6", the maximum eave projections of the roof systems are 3, 5 and 12 inches, respectively. 1Forthe 4.625-inch Super.Foam Roof System with spans less than or equal to r-3", the maximum eave projection of the mofsystem is 24 inches. For the 4.625-inch Super.Foam Roof System with spans greater than 10'-9", g-fr and 6..;;0, the maximum eave projections ofthe roofsystems are 3, 6 and 12 inches, respectively. sFor use under the leC, the tabulated allowable uniform loads shall be equal to, or greater than, the design wind and snow loads determined in accordance with 18C Chapter 16. 'For use under the IRC, the tabulated allowable uniform loads shall be equal to, or greater than, the wind and snow loads determined in accordance with IRC Section R301.2.1 and the ground snow load assigned under IRC Section R301.2. lOFor use under the U BC, the tabulated allowable uniform toads shall be equal to, or greater than, the wind and snow loads determined from Table A.31-A of use Appendix Chapter 31, Division IU, or design snow loads. "The minimum roof pane! slope must be 11. inch/foot for patio covers subjected to roof live loads and 3f. inch/foot for patio covers subjected to snow loads. The minimum roof slopes are based on panel deffection only. Increased slopes are required where panel accessories, such as mullions or flashing, increase ponding caused by irregularities in the water flow path, Page 4 of 5 ESR-1470 TABLE 3-6~NCH SUPER-FOAM ROOF SYSlEM MAXIMUM ALLOWABLE PANEL SPANS"""" APPUED UPLIFT 6.0 INCH - 0.024" - 1.5 pel EPS .. 0.024" WIND PRESSURE Applied Downward Pressure for Design FOR DESIGN Basic Load Case (psI) Allowable Live Load (psf) Allowable Snow Load (psf) 10 20 20 30 40 50 15 19'-0" 19'-0" 19'-0" 17"-T 14'-11" 13'.5" 20 19'-0" 19.()" 19'-0" 17"-T 14'-11" 13'.5- 25 19'-0" 19-O" 19'-0" 17"-T 14'."" 13'-5" 30' 15'..0- 15'-6"' 15'.6"' 17"-T 14'.11" 13'.5" 35' 1T'-()" 1T'-0" 17"-0" 1 7"-0" 14'.11" 13'.5" 4(j 15'-10"' 15'.10"' 15'-10"' 15'.10- 14'-11" 13'.5" For 51: 1 inch = 25.4 mm, 1 foot = 304.8 mm. 1The tabulated panel spans are based on the panels subjected to unifonn loading conditions and installed under single span conditions with a maximum cantilevered roof overhang of 24 inches, unless noted otherwise in Footnotes 3 through 5, Consideration shall be given to non-uniform loads such 8S those associated with snow drift: and buildup and arealS of discontinuity for wind loads. :trhe tabulated panel spans are based on the lesser strength limits and deflection limits. 1lle denection limits are U120 ofthe span for gravity loads and U60 of the span for wind loads. A maximum temperature differential between the two panel skin&. of 10.F shall be maintained. 3Forthe &inch Super-Foam Roof System with spans less than or equal to 18'~, the maximum eave projection of the roohystem is 24 inches, For the ~nch Super-Foam Roof System with spans greater than 1B'.()", the maximum eave projection ofthe roof system is 12 inches. "For the &-inch Super-Foam Roof System with spans less than or equal to 14'-6", the maximum eave projection of the roof system is 24 inches. Forthe &.inch Super~Foam Roof System with spans greater than 1 T.{j, 16'--9" and 14'-6"', the maximum eave projections of the roof systems are 3, 6 and 12 inches, respectively. 'For the &-inch Super-Foam Roof System with spans less than or equal to 1 Z -O~, the maximum eave projection of the roof system is 24 inches. For the 6-inch Super-Foam Roof System with spans greater than 15'~3", 14'~3" and 12'.()", the maximum eave projections oUhe roof systems are 3, 6 and 12 inches, respectively. -For use under the IBe, the tabulated allowable uniform loads shall be equal to, or greater than, the design wind and snow ba:ds determined m accordance with IBC Chapter 16. 'For use under the IRe, the tabulated allowable uniform loads shall be equal to, or greater than, the wind and snow loads determined in accordance with IRe Section R301.2.1 and the ground snow load assigned under IRC Section R301.2. 'For use underthe UBC, the tabulated allowable uniform loads shall be equal to, or greater than, the wind and snow loads determined from Tab~ A~31-A of UBC Appendix Chapter 31, Divrsion III, or design snow loads. "The minimum roof panel slope must be 1/4 inchlfoot for patio covers subjected to roof live loads and 3/, inchlfoot for patio covers subjected to snow loads. The minimum roof slopes are based on panel deflection only. Increased slopes are required where panel accessories, such as mullions or flashing, increase pending caused by irregularities in the water flow path. Page 5 015 ESR-1470 _~ 7:; lOll L___ I..... r- , 1~' 3" I-BEAM -1 5.0. I- 3.0. , -I '04 ,- i 'I'. -r I , '" 4.8" r:' " -II '( ! O.!: I I , -L , 'u ,1, -L 4-5f8" I-SEAM 6" 1-6EAM FIGURE 1-l-BEAM CROSS SECTIONS r-- 5IL:C'JNE SE4~'I1 I I I I t #8 .It i!2W fEK SC~=VtlS l..- ....- '~le.X, d3" O.C. '::\ MA). C" \. nO!rJM r1.tJ'JrI ~lJf'1"lnRT \ LCC.\TIQI"-IS fill ' llJ J \jlLr ~ -- ....::.. \ , Rver ':'NEL~ \- Alur1 Nl"1 1..1EAM FIGURE 2-TYPICAL. PANEL.TO-l"ANEL LONGITUDINAL. JOINT " -'-~- , j '/1.'. tfl',-+- (2; *"3 1., II Z' SELF DR.LLING smEWS r THROJGH :-llE,;.M 'I" " TO HE.l,06< .:,RI1 \ :.s<~'1e 'of Ln. --~-_. 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U~W ('0IJ~1"~ 1"~~U('H FOO'fIU6 Pl:~ W~ 5'-11" 5'-11" 17'-'\" 5'-11" MIU. (Z) 31t' . 't' P()w~~~ W~O~-SOL 1"~ d 6AU61U6 t ('OfU~~ (.OWMU FOf FLOOf ~)(PAU~~ 1"0 ('0IJ('~1"~ FDUUOA1"IOIJ ('OIJU~WOlJ; 1""fP. S-WAU. t::Lt::VAfIOfJ THIS DRAWING IS THE PROPERTY OF PATIO ENCLOSURES, INC. ALL RIGHTS RESERVED. DUPUCATIDN OF THIS DRAWING IN ANY FORt.i IS NOT PERMITTED WITHOUT THE EXPRESSED WRITTEN CONSENT OF PATIO ENCLOSURES, INC. DRAWN VfJG DATE 07-'Z'Z-Ob SCALE 1/4" .. 1'_0" 6776 E. 4th AVE. DR. DENVER, CO. 80216 (505)293-9707 ~~~1" 1 OF 7 J. AfJO!:~?OfJ 3180 HA~~AfJ ?f. WH!:Af~IOG!:. c..o. 80'Z14 303-'Z74-47'Z8 JOB NO. 3b'Z5'1 Wf OFF ~)(I~ 11':t ~OOF OV~~AU6 IU ~llaO~O mA fO MOUllf P .lU. ~OOF S" ~IO ALUM. (.LAO FOI>JA WALL ALUM. I-B~AM ~)(I~1'lll6 4'-~' ff I 04.6 P.L ~."f P. lit I WOOO ~f'f'O~f I PO~f; 'f"fP. : L_____________ I I 1 I I I I -------------~ S'.4:/ S".~&II II' A-WALL t::Lt::VAfIOfJ MIU. (Z) 1/4" OIA. 6ALV. LA~ A1" B01"'fOM. fOP. AUO LO('A1'IOU OF HoelZOUfAL MULLIOIJ Foe WALL ~)(PAU~e fO HOU~~ WALL WUU~(.1"JOU. ~OVI~ MIU. I-lit' ~MB~OM~Uf IU1'O ~1'~u('1'UeAL FeAMIU6 O~ WOOO BLO(.l(lll6 IllM~O AUO ~~we~o fO ~1'~('1'UeAL FeAMIU6. Foe llel(.l( V~ll~~e A1"f~llf. ~OVIO~ FM1'~U~e L~ll61"H 'f0 Pl:U~1'eA1'~ MIU. I-lit' IUfO MelJC:rUeAL FfAMIll6 ~HlllO 1"H~ llelLt: V~U~~r!; 1"rP. OU 1l0fH A t ('-WALL~ I" . 3--314" UAeeOW 6ALV. ~1"L. MULLIOIJ 1'Ull~ ~IUFOec.~M~U1' e~QUI~o 1l~'fW~~U PAU~L FeAMfl t OODe H~AO. FM'f~U~O '1'0 V~~1'I('AL M~MB~~~ WI ALUM. ('LIP~ t f~l( ~('~W~. 'f"fP. Foe FOAM WIU~ .~. 'f~MPl:~O Ill!lULA1"~O 6LM~ UUlf~ W/~(.~~U~ 104'1'6. ~AIL ~A~ 6ALV. ~'I'm e~IUFO~('~M~U'I' AUO ALUM. LO(.l( ~fIL~ ~IUFOec.IU6 11.1 Mf6. ~AIL Foe ALL oooe t WlllOOW UUI'I'~ 3" ALUM. C.LAO FOAM l(U~~WALL AOO H. PO~f fO 6AUGIU6 lIS UOIJ-~Aelll6 WALL C.OIJfIUUOU~L"f reOM ~ILL fO eoOF lIS UOIJ-S~~IU6 WALL; ~~ ~'I'AIL Foe WUU~(.1"JOU; 1"rP. OU 1l0fH A t C.-WALL~ 36" . SO" ~WIU6 oooe 't' ALUM. C.LAO FOAM t:U~~WALL U~W c.OUc.e~f~ 'f~UC.H FOO'fIU6 Pl:~ (.~ I" . 3--3/4" UA~eow 6ALV. ~1"L. MULLIOU 1'U~ ~IUFOfUM~Uf ~QUI~~O 1l~1"W~~ll PAU~L FeAM~ t oooe ~ILL. FM'I'~U~O 'f0 V~e'l'l(.Al. M~M~~~ WI ALUM. c.LIP~ t f~l( ~W~. 1"rP. Foe FOAM t:U~~WALL THIS DRAWING IS THE PROPERTY OF PATIO ENCLOSURES, INC. ALL RIGHTS RESERVED, DUPUCATION OF THIS DRAWING IN ANY FORM IS NOT PERMITTED WITHOUT THE EXPRESSED WRITTEN CONSENT OF PATIO ENCLOSURES, INC. DRAWN VfJG DATE 07-Z'Z-Ob SCALE 1/ 4" OJ 1'-0" AOO {Z) 1-~/4" . '\-lIt' MIc.eOLAM Il~AM A1" ~)(I~'I'IU6 HOU~ Ame eoOF OV~~AU6 W'I'-OFF '1'0 MOUUf U~W P.H eOOF (Il~AM L~O O~ UAIL~O 'f0 ~)(I~1'IUG HOU~~ eAF'f'~~ 'fAIL AUO H~Ao~e 1'0 AOO U~C.~~~A~ LA1"~eAL ~~I~1'AU('~) 3" ALUM. C.LAO FOAM WIU6 PAU~L , 4'~tJ' 0.1.. , 0.1.. , , ff ff / / / / / t / / ~)(1~1"IU6 . I I I 1 I I I 1 ~--------- -------- ---------~ I 't -10" 't-4" II' C.-WALL t::Lt::VAfIOfJ ~efZOF7 J. Al..iO!:f?OfJ 3180 HAaAU ?f. WH!:AffIOG!:, W. SO'Z14 303-Z74-47ZS t" ~O~S INC. tl 6776 E. 4th AVE. DR. DENVER. CO. 80216 (50S) 293-9707 JOB NO. 36ZSC! A L_________~------------------------------~ " / II' ~..." ",i 11:""\ oC '''"' q 'f... ",-0 ~ "" -, flll;xo it" ltf/'fP~"") / \ ,.~ 17 I?ow~u. -wr ~ (MT~ ~)(\~fl\J6 2.' loNL Ei"t,{~i? 4" 6fA~ w) ffPA1 IJ~W 4" 1"H1C.~ wuc.~~'I'~ ~LAll (MIU. SOOO P~I C-OIJc.em) llr:W c.0IJ('~'I'~ ~All lli---,G,'I- ~ W~W( 1-V~4- -ttt- hl..w.f ~ N10~ SA~,"e OIJ ~AUULAe FILL MIU. 3000 P~I (.ouc.em 'f~~U('H FOO'fIU6 (t' WI~. . 36" O~~P O~ Plle (.~) 36" /,' , I ~14> Tor' ~ BDilDw1 8" WI~ . 36" O~~P U~W C.~f~ 1'~Uc.H Pll~IMm~ FOO'l'lll6 pj' A ?t::c. flOfJ A-A 11-'\" ~A~: lit" " 1'_0" FOUfJOAflOfJ F'LAfJ ~m: 1/4" " 1'..0" " THIS DRAWING IS THE PROPERTY OF PATIO ENCLOSURES, INC. ALL RIGHTS RESERVED. DUPUCATION OF THIS DRAWING IN ANY FORM IS NOT PERMITTED WITHOUT THE EXPRESSED WRITTEN CONSENT OF PATIO ENCLOSURES, INC. DRAWN VfJG ~CJtio ENCLOSURES INC. II DATE 07-'Z'Z-Ob SCALE 6776 E. 4th AVE. DR. DENVER. CO. 80216 (503) 293-9707 A? ~Of!:O .... ~\\\\\"1l11l III. ~*\'\ E G 111~1.: #' ........ crl:~ * .0 CH" ~ S ." 't,.. :.A~ :::...;.- //~~~ _~: 'S / ..,,;; ,1,: 26687 j ~ ~-'O.. .ct::: ~.,:;:' ~ 71 of.. :,,!-~ ~~'\, 0- vr ":.'I;:: ~ L'-C. .D~~ ~ <;".0" ..t"A..... ~ ~.." f;}81........oc..~~#' ~llll ON A\..\. ~\\~... 'liIIIIIUIUU\\\\\\\\\: ~~'fSOF7 J. AfJo~e?ol.l 3180 HAe1.AfJ ?f. WH!:AfelOG~. W. 80'Z14 303-Zi4-47'Z8 JOB NO. 3bZS'l 3/8" DIA. x 2" GALV. LAGS W/ WASHERS 0 12" O.C. THROUGH HANGER TAB TO DBL. MICROLAM BEAM ALUM. FLASHING SILICONE SEALANT; TYP. TAB/HANGER ASSEMBLY #8 x 1/2" TEK SCREWS THROUGH TAB HANGER CONNECTING ROOF PANELS; (2) AT EACH FLANGE AND AT EACH SIDE OF I-BEAM WEB, TOP AND BOTTOlA OF ROOF, TOTAL (8) PER I-BEAlA LAG INSTALLATION NOTE: PRIOR TO LAG INSTALLATION, PRE-DRILL 1/4" DIA. PILOT HOLE TO FULL DEPTH OF LAG PENETRATION EXISTING HOUSE ROOF RAFTER 0 16",O.C. (RAFTER TAIL CUT-OFF AS REQUIRED) (3) 3/8" DIA. GALV. COUNTERSUNK LAGS W/ WASHERS THROUGH MICROLAlA BEAlA INTO EXISTING STRUCTURAL FRAMING 0 16" O.C. STAGGERED (MIN. 1-1/2" EMBEDEMENT INTO EXISTING FRAMING) EXISTING WOOD HEADER SIMPSON ACE4Z POST CAP FOR N~ WOOD BEAM TO WOOD POST CONNECTION 4x6 P.T. S.Y.P. /12 WOOD SUPPORT POST (POST LAGGED TO EXISTING HOUSE STRUCTURAL FRAMING TO ADD NECESSARY LATERAL RESISTANCE), FOR BRICK VENEER ATTACHMENT. PROVIDE FASTENER LENGTH TO PENETRATE MIN. 1-1/2" INTO WOOD STRUCTURAL FRAMING BEHIND THE BRICK VENEER .. .. ~. . . ..". ....,.. ,~:,,':&"' ROOF' PAH'EL' ,... '..' ,', . . . . CD P.E.1. ROOF TO HOUSE ATTACHMENT ~ ~ .. -." ..... .' ',.". '. . ., . . 12 10.9 N~ (2) 1-3/4" x 9-1/2" MICROLAM BEAlA ON TWO SUPPORT POSTS (BEAlA LAGGED TO EXISTING RAFTER TAIL AND HEADER STRUCTURAL FRAlAlNG TO ADD NECESSARY LATERAL RESISTANCE) 6" ALUlAlNUlA CLAD FOAM ROOF PANEL NOTCH PANEL SKIN AS THERMAL BREAK HEADER COVER,' SMALL 5/8" ADAPTER HIGH-WIND CLIP SECURED TO HEADER WITH (2) 1/4" x I" TEK SCREWS. CLIP SECURED TO STRUCTURAL POST WITH (3) #10 x 3/4" TEK SCREWS (2) #8 x 1/2" TEK SCREWS AT TOP AND BOTTOlA OF EACH I-BEAM .. .': . .... ", -. '-. , .. .. ,'; . : '. ,~ Q) SECTION DRAWN VfJG THIS DRAWING IS THE PROPERTY OF PATIO ENCLOSURES, INC. ALL RIGHTS RESERVED. DUPUCATION OF THIS DRAWING IN ANY FORt.i IS NOT PERMITTED WITHOUT THE EXPRESSED WRITTEN CONSENT OF PATIO ENCLOSURES, INC. (2) #8 x 1/2" TEK SCREWS THROUGH ONE SIDE OF EACH I-BEAM INTO HEADER ARM #8 x 1/2" TEK SCREWS, ON EACH SIDE OF EACH I-BEAM LOCATION. (1) AT EACH END OF HEADER. AND ALIGNED AT EACH "BLAZER" SCREW LOCATION HEADER COVER RECEIVER DATE 07-'Zt.-Ob SCALE 3" . 1'-0" . '" " '. 12" MAX. OVERHANG ALUlAlNUM FASCIA ALUlAlNUM HEADER ARlA ALUMINUM HEADER HEADER STOP DOOR HEAD THROUGH HEADER f ~O~ES INC. ~ 6ns E. 4th AVE. DR. DENVER. CO. 80216 (305)293-9707 ~~~'f 4 OF 7 J. AfJO!:~?OfJ 3180 H~LAfJ ?f. WH~Af~IOG~, GO. BO'Z14 303-Z74-47Z8 JOB NO. 3bZ5'1 . , ..." (2) 1/4-20 x 8" HWH "BLAZER" SDS TEK SCREWS W/ "CUMASEAL" FINISH AND WASHERS AT EACH ROOF CORNER .. ' , " 18 x 1/2" TEK SCREW (TYP) EVERY 12" ALONG TOP AND BOTTOM OF FASCIA ALUMINUM FA " ' '.' . ','.' ....: . ~:' .' . \ . 6" ALUt.4INUM CLAD FOAM ROOF PANEL .. , " ..' .:.' ,'. . ".., '.'. . .' '.... " '. ~. ,', .. . .. ' . .... . .' .:' ..... . 6" ALUMINUM CLAD FOAM ROOF PANEL ALUMINUM HEADER ALUMINUM HEADER ..' . (2) 11/4" x 1" TEK SCREWS (TYP); THROUGH EACH HIGH WIND CUP AND INTO HEADER AT (4) LOCATIONS (3) #10 x 3/4" TEK SCREWS (TYP); THROUGH EACH PAIR OF HIGH WIND CUPS AND INTO E.R. POST AT (2) LOCATIONS SECTION THROUGH E. R. POST TO HEADER CONNECTION (6) 110 x 3/4" TEK SCREWS THROUGH EACH BRACKET AND INTO CORNER POST. (2) PLACES 110 x 1-1/2" TEK SCREWS THROUGH DOOR JAMB AND INTO CORNER POST; (5) PLACES I 6' MAX. 1 [-OVERHANG HIGH WIND CUP; INSERTED INTO SLOTTED TRACK ON HEADER (3) #10 x 3/4" TEK SCREWS (TYP); THROUGH EACH HIGH WIND CLIP AND INTO CORNER POST AT (2) LOCATIONS ALUMINUM CORNER POST (2) 11/4" x 1. TEK SCREWS (TIP); THROUGH EACH HIGH WIND CUP AND INTO HEADER AT (2) LOCATIONS EDGE OF CONCRETE FOUNDATION VINYL EXTERIOR CORNER CAP HIGH WIND CLIPS (BACK TO BACK); INSERTED INTO SLOTTED TRACK ON HEADER (4) TOTAL ALUMINUM ELECTRICAL RACEWAY POST VINYL DOOR JAMB 110 x 1-1/2 TEK SCREWS THROUGH DOOR JAt.4B AND INTO CORNER POST, (5) PLACES ALUMINUM CORNER POST 3-1/8" t.4IN. J SECTION THROUGH CORNER POST TO HEADER CONNECTION VINYL INTERLOCK STILE WITH ALUMINUM REINFORCEMENT 7/S" GLAZING STOP" (TYP \11\111I""'''''' .. "'",' "0 R.~ 111111. ~~c.(>..U 1:1 ~"'- ~ ,,~\'" ....5:'..0 ~ ~ "..... .....c;/j .~~ ~~,,":-l- .~~ ~t.,) ,,~\>: .~~ ~ ,," ;o""C':: : .. : E . = ~""".. :C:Z:5 - ~,' I!>' .",,,, ~'::(.', .,-z.~.() .~'" ~ -""'''0 ..~.~ ~('Jlo" t"~~ ~ 810......o~. ,v~' '......"1 NA\. \.. ':>.\~~ 1111111111111\\\\\\ 7/8" TEMPERED INSULATED SUDING GLASS UNIT 3/S" x 3" WEDGE-BOLTS WITH "TRI-COAT COATING" THROUGH BRACKET. DOUBLE EXPANDER BASE, AND INTO CONCRETE IN PRE-DRILLED HOLE USING WEDGE-BOLT DRILL BIT; (TYP) EACH SIDE OF CORNER POST; TOTAL (2) 7/S" TEMPERED INSULATED GLASS DEADUTE UNIT MEETING RAIL/SASH' STEEL TUBE REINFORCEt.4ENT , SLIDING SCREEN DOOR DOOR INTERLOCK VINYL MASTER FRAME SILL IS x 1" SCREW ((2) WHEN REQUIRED) ALUt.4INUt.4 SNAP-ON INTERLOCK C) PLAN VIEW 2-1/2" ANGLE BRACKET (TYP) OF SLIDING ~~fSOF7 THIS DRAWING IS THE PROPERTY OF PATIO ENCLOSURES, INC. ALL RIGHTS RESERVED. DUPUCATION OF THIS DRAWING IN ANY FORt.i IS NOT PERMITTED WITHOUT THE EXPRESSED WRITTEN CONSENT OF PATIO ENCLOSURES, INC. DRAWN VfJG J. AlIOef?OIJ 3180 J.IAfLAkJ ?f. WH!:AffI06e. W. 80'Z14 303-t14-47t8 tio ~OSURES INC. iD 5 5 PLAN VIEW OF. CORNER POST ANCHORAGE TO CONCRETE FOUNDATION DATE 07-'Z'Z-Ob SCALE 3" .. 1'-0" !b25'1 6776 E. 4th AVE. DR. DENVER. CO. 80216 (505)293-9707 JOB NO. .'., 318ft X 3" WEDGE-BOLT WITH ftTRI-COAT COATlNGft THROUGH BRACKET. DOUBLE EXPANDER BASE AND INTO CONCRETE IN PRE-DRILLED HOLE USING WEDGE-BOLT DRILL BIT (TYP); AT EACH SIDE Of E.R. POST; TOTAL (2) '10 x 1-1/2ft TEK SCREWS THROUGH DOOR JAMB AND INTO E.R. POST, (5) PLACES; TYP. AT EACH SIDE OF POST VINYL MASTER FRAME SILL NARROW STRUCTURAL MULUON COVER (TYP) VINYL DOOR JAMB EDGE OF CONCRETE fOUNDATION (6) #10 x 314ft TEK SCREWS THROUGH BRACKET AND INTO E.R. POST 2-1/2ft ANGLE BRACKET (TYP) IDE MULLION COVER (TYP) ALUMINUM ELECTRICAL RACEWAY (E.R.) POST PLAN VIEW OF E.R. POST ANCHORAGE TO CONCRETE FOUNDATION VINYL MASTER fRAME JAMB VINYL MASTER FRAME SILL 'lOx 2ft TEK SCREWS. (3) SCREWS SPACED EQUALLY ALONG fiXED SASH 'BUILDUP AND (2) SCREWS AT LOCATION Of INTERLOCK (5 TOTAL) VINYL PANEL FRAME #10 X 1-1/2ft TEK SCREWS; (1) AT EACH END, (1) AT MIDDLE STEEL NARROW STRUCTURAL MULLION PANEL FRAME GLAZING STOP SECTION THROUGH FOAM KNEEWALL #8 x 112ft TEK SCREW (TYP) EVERY 12ft ALONG TOP AND BOTTOM OF fASCIA , ' ' ".... '.. ALUMINUM fASCIA ALUMINUM CLAD fOA ROOF PANEL ALUMINUM DOUBLE EXPANDER TOP ALUMINUM DOUBLE EXPANDER 'BASE #8 X 112ft TEK SCREWS SPACE 12ft O.C. ALONG DOUBLE EXPANDER (TYP); (EACH SIDE) SURFACE MOUNTED RACEWAY BASE fOR CONCRETE: USE 1/4ft x 1-3/4ft TAPCONS; STAGGERED 16ft O.C. THROUGH _ . DOUBLE-EXPANDER BOTTOM 518ft MINIMUM EDGE DISTANCE ~ SECTION THROUGH DOUBLE EXPANDER AT CO,NCRETE FOUNDATION , THIS DRAWING IS THE PROPERTY Of PATIO ENCLOSURES, INC. ALL RIGHTS RESERVED. DUPUCATION OF THIS DRAWING IN ANY FORM IS NOT PERt.iITTED WITHOUT THE EXPRESSED WRITTEN CONSENT OF PATIO ENCLOSURES, INC. " ' ..... . I 6" WAX. r-OVERHANG ....z: ..2 "'~ ""u i!1~ ",0 ~u ~"'" Oz: "'0 "'- 0'" uZ: ~~ ... . ,".. ", .'", #10 X 1-1/2ft TEK SCREWS SPACED EVERY 12ft O.C. NOTCH PANEL SKIN AS THERMAL BREAK (2) #10 x 1-1/2ft TEK SCREWS THROUGH POST BRACKET. PANEL CAP. AND INTO ROOF PANEL PANEL CAP ASSEMBLY #10 X I-112ft TEK SCREWS ATTACH TELESCOPING BRACKET TO POST; TOTAL (4) (TYP) ,~'..\) L~"'" . POST BRACKET ~"... 1 Oft LONG TELESCOPING E: 2 6 . '" POST SHOE ~-<l: 87: . ~ ",,0. ('; .a:", ~~.Q b- $.cb ..~~ ALUMINUM E.R. POST ~ (<:". ..'~ ~ (CUT BACK TO SHOW DETAIL) ~/>8io" ....c.~~y '11111/ Al \.. ":I.\\\~ 1/III4Imm\\\\\\\: SECTION THROUGH E.R. POST TELESCOPING POST BRACKET CONNECTION ~~f 6 OF 7 DRAWN VfJG DATE 07-'Z'Z-Ob SCALE 3" II 1'-0" ~tio ENCLOSURES, INC. " 6776 E. 4th AVE. DR. DENVER. CO. 80216 (305)293-9707 J. AfJO!:f?OU 3180 HmAU ?1'. WHl:AffIOGl:, W. 8Ot14 303-t14-4128 JOB NO. 36t5'1 ALUMINUM E.R. POST 110 x 1-1/2" TEK SCREWS THROUGH BRACKET AND INTO E.R. POST, (4) PER BRACKET (TYP). EACH SIDE OF' POST STEEL NARROW STRUCTURAL MULLION (TYP) 2-1/2" ANGLE BRACKET (TYP) (6) 110 x 3/4" TEK SCREWS THROUGH BRACKET AND INTO MULLION (6) PER BRACKET (TYP). EACH SIDE OF' POST (2) 1/4" DIA. GALVANIZED LAGS AT TOP. BOTTOM. LOCATIONS OF' MULLIONS. AND STAGGERED AT 16" O.C. THROUGH WOOD POST AND INTO HOUSE WAll, STRUCTURAL F'RAMING OR WOOD BLOCKING INSTALLED BETWEEN STRUCTURAL F'RAMING PROVIDE MIN. 1-1/2" EMBEDMENT F'OR BRICK VENEER ATTACHMENT, PROVIDE F'ASTENER LENGTH TO PENETRATE MIN. 1-1/2" INTO STRUCTURAL F'RAMING BEHIND THE BRICK VENEER 4x6 PRESSURE TREATED S.Y.P. #2 WOOD POST ISOLATED F'ROM ALUMINUM USING W.R. GRACE "VYCOR" DECK PROTECTOR. OR EQUIVALENT. WRAP WOOD POST WITH ALUMINUM COIL STRUCTURAL E.R. POST SECTION THROUGH NARROW STRUCTURAL MULLION TO E.R. POST CONNECTION VINYL PANEL F'RAME NARROW STRUCTURAL MULLION COVER (TYP) VINYL DOOR HEAD 110 x 1-1/2" TEK SCREWS LOCATE 4" FROM EACH END. (2) AT INTERLOCK LOCATION. AND EVERY 12" THROUGH DOOR HEAD INTO MUWON 110 x 2" TEK SCREWS 0 12" O.C. THROUGH E.R. POST AND INTO STEEL LOADED ADAPTER C-CHANNEL EXPANDE 3/8" x 3" WEDGE-BOLT WITH "TRI-COAT COATING" THROUGH BRACKET. DOUBLE EXPANDER BASE AND INTO CONCRETE IN PRE-DRILLED HOLE USING WEDGE-BOLT DRILL BIT (TYP) PANEL FRAME GLAZING STOP STEEL NARROW STRUCTURAL MUWON SECTION THROUGH FOAM WING OVER DOOR FRAME 2-1/2" ANGLE BRACKET WIDE MUWON COVER (TYP) PICTURE WINDOW FRAME PICTURE WINDOW GLAZING STOP 110 x 2" TEK SCREWS THROUGH PICTURE WINDOW FRAME AND INTO E.R. POST o 12" O.C. VERTICALLY EDGE OF F'OUNDATION; 5/8" MINIMUM EDGE DISTANCE FOR DOUBLE EXPANDER BASE' SQUARE STEEL TUBE REINFORCEMENT #8 x 3" TEK SCREWS; (2) SCREWS EVERY 16" THROUGH ADAPTER AND INTO WOOD SUPPORT POST 1-1/2" ADAPTER (6) 110 x 3/4" TEK SCREWS THROUGH BRACKET AND INTO E.R. POST; TYP. PLAN VIEW OF WALL EXPANDER TO EXISTING STRUCTURE CONNECTION THIS DRAWING IS TIHE PROPERTY OF PATIO ENCLOSURES. INC. ALL RIGHTS RESERVED. DUPUCATION OF THIS DRAWING IN ANY FORt.i IS NOT PERMITTED W1TIHOUT THE EXPRESSED WRITTEN CONSENT OF PATIO ENCLOSURES. INC. DRAWN VfJG DATE 07-'Z'Z-Ob SCALE 3" . 1'-0" ~H~~1' 7 OF 7 J. AfJO!:~?OfJ 3180 H~~AlJ ?f. WHe:Af~IOG!:. W. 80'Z14 303-Z74-47t8 ~!is INC. tl 6776 E. 4th AVE. DR. DENVER. CO. 80216 (505)293-9707 ' JOB NO. 3b'ZS'I Patio Enclosures, Inc, . Denver Branch "An Employee Owned Company" CUSTOMER: J. ANDERSON JOB LOCATION: WHEATRIDGE, CO, A. APPLICABLE CODES: A1. PATIO ENCLOSURES, INC. PRODUCTS PROPOSED F'OR THIS INSTALLATION SHALL CONF'ORM TO THE REQUIREMENTS OF' THE 2000-2006 INTERNATIONAL RESIDENTIAL CODE. B. JOB SPECIFIC LOADS USED: Bl. GROUND SNOW LOAD USED: 30 PSF' WITH DRlmNG a: SUDING WHEllE APPUCABLE. B2. WIND LOAD USED: 90 MPH: 3-SECOND GUST WIND EXPOSURE: W'II 0 COD. B3. F'ENESTRATlON PRODUCT DESIGN WALL WIND PRESSURE = 14.S PSF'. B4. ENCLOSED DECKS USE 40 PSF' UVE l.OAO AND 10 PSF' DEAD LOAD. BS. OPEN DECKS USE 40 PSF' UVE LOAD OR GROUND SNOW LOAD, WHICHEVER IS GREATER. B6. DECKS SUPPORTING HOT TUBS 'ARE DESIGNED WITH 100 PSF' COMBINED UVE AND DEAD LOAD. B7. MINIIoIUW ACCEPTABLE SOIL BEARING PRESSURE ASSUMED: 3000 PSF F'OR PIERS, AND 2000 PSF' F'OR CONTINUOUS PERIMETER FOOTINGS. SUBJECT TO LOCAL BUILDING DEPARTIoIENT APPROVAL BB. 1oI1NIMUM REQUIRED DEPTH OF F'OOTINGS 36 IN. OR AS APPROVED BY LOCAL CODE. B9. WALL DEAD LOAD: 020 PLF F'OR (AVR/AAS), til2 PLF F'OR (CA5/AVIG/CAB/CV7),o 3S PLF F'OR SOLARIUMS. Bl0. ROOF DEAD LOAD: 2.7S PSF. ROOF SHINGLE LOAD=2.4 PSF (3-TAB), 3.2 PSF (DIMENSIONAL). Bl1. DEFlECTION UMITS: F'OR F'OAM ROOF=L/120; F'OR WALLS=L/120, F'OR DECKS=L/36D; F'OR SOLARIUM=L/lBO: FOR DOOR at WINDOW HEADERS=L/180 OR IoIAX 3/8", F'OR ALL OTHER STRUCTURAL MEMBERS=L/24O. C. GENERAL SPECIFICATIONS: Cl. PEl PERSONNEL, OR LOCAL BUILDING INSPECTOR. OR BOTH. SHALL INSPECT THE JOB SITE PRIOR TO START OF CONSTRUCTION TO INSURE ADEQUACY OF' EXISTING SITE CONDITIONS. INCLUDING EXISTING STRUCTURE(S) TO BE ATTACHED TO AS SHOWN IN THE PLANS HEREIN. C2. REGISTERED PROFESSIONAL STAIoIPING THESE PLANS HAS NOT PERSONALLY INSPECTED THE JOB SITE. C3. RECOMMENDATIONS ARE BASED ON THE INFORMATION PROVIDED TO THE ENGINEER. AND ARE VAUD ONLY IF THE SITE CONDITIONS AND PROJECT SCOPE ARE CONFIRMED TO BE AS SHOWN HEREIN. C4. VERIFY ALL DIMENSIONS at CONDITIONS AT THE SITE at REPORT ANY DISCREPANCIES TO THE ENGINEER STAMPING THIS DRAWING BEFORE PROCEEDING WITH THE WORK. CS. THIS DRAWING CANNOT BE RESPONSIBLE FOR SOIL BEARING ANALYSIS EXISTING STRUCTURES, OR ANALYSIS OF' OR PROPOSED WORK PERF'ORIoIED OR COORDINATED BY OWNER. C6. 50 YEAR MEAN RECURRENCE INTERVAL ASSUMED FOR BOTH GROUND SNOW LOAD AND BASIC WIND LOAD. C7. NO LARGE BODY OF WATER WITHIN 1/4 WILE ASSUMED. CB. PEl PRODUCT STRUCTURAL COMPONENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT PEl ENGINEERING DATA APPUCABLE TO THIS JOB. C9. ALL NON-STRUCTURAL ASPECTS OF' DESIGN ARE SUBJECT TO LOCAL BUILDING DEPARTMENT REVIEW AND APPROVAL Cl0. ALL CONNECTIONS TO EXISTING STRUCTURE SHALL BE SECURE OR ADDITIONAL F'ASTENERS SHALL BE USED AS NECESSARY TO PROVIDE ADEQUATE ANCHORAGE. Cll. ALL WOOD MEMBER CONNECTIONS SHALL BE RIGID AND SECURE, OR SIMPSON STRONG-TIE OR EQUIVALENT WHERE APPUCABLE. AND ARE SUBJECT TO LOCAL BUILDING DEPARTMENT REVIEW AND APPROVAL. ~~VI~IOU ~(.~ OA'f'~ I~~O OW6. B"f c.A1.c.. B"f f~Q. B"f * M~'I'~ C.OMM~Uf~ MATERIAL SPECIFICATIONS: D. ALUMINUM: 01. ALUMINUM COMPONENTS USED IN P.E.I. SUN ROOMS ARE DESIGNED PER THE ALUMINUM ASSOCIATION'S - ALUMINUM DESIGN MANUAL 2000. 02. ALUMINUM DESIGNATED AS 600S-TS, &0&3-TS, &0&3-T6, 610S-TS ALLOY AND TEMPER SHALL MEET THE ALUMINUM ASSOCIATION'S STANDARDS. E. GLASS: E1. P.E.I. GLAZING MATERIALS MEET THE REQUIREMENTS OF CPSC STANDARD 1 & CFR PART 1201 F'OR TYPE 2 GLASS. E2. TEMPERED GLASS OR ANNEALED LAMINATED GLASS USED IN ALL LOCATIONS REQUIRED BY CODE. F. STEEL: Fl. SQUARE OR RECTANGULAR STEEL TUBING MEETS ASTM A500-GRADE 'B' SPECIF'ICATIONS. F'2. HOT ROLLED SHAPES MEET ASTloI A36 STEEL REQUIREloIENTS. G. TREATED WOOD FOR NEW OR MODIFIED-EXISTING CONSTRUCTION: Gl. VERIFY ALL EXISTING WOOD F'RAMING MEloIBERS ARE IN GOOD CONDITION AND ARE SUITABLE F'OR INTENDED USE. G2. ALL LUMBER USED F'OR ABOVE GROUND DECK CONSTRUCTION SHALL BE EPA APPROVED PRESERVATIVE TREATED S.Y.P. GRADE 12. OR BmER, AND SHALL BE DESIGNATED AS "ABOVE GROUND", OR "GROUND CONTACT". G3. ALL LUllBER IN DIRECT CONTACT WITH THE GROUND SHALL BE EPA APPROVED PRESERVATIVE TREATED S.Y.P. GRADE 12 (OR BETTER) AND SHALL BE DESIGNATED AS "GROUND CONTACT". G4. DECK CONNECTORS MUST BE MIN. G185 (1.BS OZ/S.F'.) HOT-DIPPED GALV. PER ASTM A123. AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. G5. STAINLESS STEEL AND GALV. COMPONENTS SHALL NOT COME INTO DIRECT PROLONGED CONTACT WITH EACH OTHER. G6. FASTENERS USED WITH HOT-DIPPED GALV. DECK CONNECTORS MUST BE HOT-DIPPED GALV. PER ASTM A153. G7. ALL LUMBER AND PLYWOOD TO BE LABELED. PLYWOOD LOCATED LESS THAN lB-INCHES FROM THE GROUND SHALL BE E.P.A. APPROVED PRESERVATIVE TREATED. H. NON-TREATED WOOD: Hl. DIMENSIONAL LUMBER AND NON-TREATED 4.4, 4.6 a: 6.6 POSTS SHALL BE MIN. S.P.F. 12 GRADE OR amER. H2. ALL LUMBER SHALL BE GRADE STAMPED, AND ALL PLYWOOD AND WOOD STRUCTURAL PANELS SHALL BE AGENCY RATED. I. ENGINEERED LUMBER: 11. LVL.: MIN. MODULUS OF ELASTICITY = 1,~E6 PSI. 12. PSL.: MIN. MODULUS OF ELASTICITY = 2.0E6 PSI. J. CONCRETE: Jl. NEW CONCRETE TO BE MIN. 3000 PSI. J2. EXISTING CONCRETE TO BE F'IELD VERIF'IED BY P.E.I. PERSONNEL AS BEING IN GOOD CONDITION, AND SUITABLE FOR NEW CONSTRUCTION ON EXISTING CONCRETE. K. FASTENERS: K1. ALL FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE HOT-DIPPED-GALVANIZED (H.D.G.) OR STAINLESS STEEL (s.s.), AS SHOWN ON THE PLANS. ~ K2. FASTENERS IN CONTACT WITH ALUMINUM MUST BE EITHER EMPIGARD COATED OR ",,,"""" R Itllll/. H.D.G. DR S.S.. AS SHOWN ON THE PLANS. #' ...... l.r~ K3. HOT DIPPED GALVANIZED: MIN. G1B5 PER ASTM A123, WHERE APPUCABLE. ~ ....\'" IS" ~ K4. STAINLESS" STEEL FASTENERS SHALL BE OF' 300 SERIES STAINLESS ALLOY. ~(J/~'" .~ ~~i 26 87 i ~ ~"", ~; :fJ;$ ",0" ''l-1. .oG.'~i$ .... ~:A'.....e ) .~.~ ~~nOo., ...("~~ ~ 08/0........'"-.\\" ~ "illlll N A\.\.. \\\~~ . :lJJIJJUIIlu\\\\\\\\: LOWe ~H~~'I' DRAWN J. AfJO!:~?OfJ 3180 Hm.AIJ ?f. WH!:Af~IOGIiE, (.0. 802:14 303-2:74-472:8 VfJG tio ~OSURES INC. ~ THIS DRAWING IS THE PROPERTY OF PATIO ENCLOSURES, INC. ALL RIGHTS RESERVED. DUPUCATION OF THIS DRAWING IN ANY FORM IS NOT PERMITTED WITHOUT THE EXPRESSED WRITTEN CONSENT OF PATIO ENCLOSURES, INC. DATE 07-'Z'Z-Ob SCALE 6776 E. 4th AVE. DR. DENVER. CO. 80216 (5~)293-97D7 ' 362:5'1 JOB NO. fJ/A '.., October 25, 2006 To the City of Wheat Ridge: This is to inform you that Patio Enclosures Inc. is contracted to do only the following work at the job site of 3180 Harlan Street; the residence of Jennifer Anderson: construct a vinyl insulated snllroom which consists of two walls (approximately 16'9" x II') with a PEI-cnginccred roof system. The roof system will extend approximately five fcet past the end ofthe SUllroom area to allow others to wood-ftame walls to accommodate a bathroom and closet (PEl will install a double 2x 12 header with wood posts to support the roof). Patio Enclosures Inc. will install an Amana hcaVac unit in thc kneewall (wired by others). All other work will be by others, i.e. foundation, plumbing, electrical, painting or staining. Sincerely ,) , (y..LcC'Ii) Glen Waytashek Installation Supcrvisor of Patio Enclosures Inc. Denver Branch <!'d SGl.6E:6<!E:0E: ~a^uaa sa~nsoloU3 o~~ed d<!<!,<!O SO S<! ."0 DATE: lv' ,:). S; 'c (p f ~~INC. 'l'rME: AN DIP't.mU OWHID CQI,UIAHT . Manulacturan aI Pallo and _ Encloout.. 50_ . CUaIom _ and SMdn 6776 EAST 47TH A VENUE DRIVE' OENVER, COLDRAOO 80:116 www.palloll1dcsureslnc.c ,17Ti':r..;: ,<fU~ TO: (i,l'l 0/[011.'::/1'- !?JTJG6 FROM: G/~70 FAX# OR DEPT.: :30:3' ;/35- /;1;8',57 FAX#: 303-293-9726 RE: f,;)C,,(;;)jtC,-~:.,rL:.:'i.) 1r;..It~~"r:: /A.~' K~'(;J-)k"]).>) ~j?) ?r;t,o LI\)ClO"SiJr?c:"'~ T c. !:.."C:'\:; "'eN':"'" hi t. ,",-- 'f -'i ,ltD /-1r9/ell1r..; .sr. r:.:/>,i' )'~ /'1- \...J' ' f/ .__ ,,' "f'! II I' t-l- ,,! IJ .f~l' i./ (~: c..' "E'-{l'tt-~t: ,: r,.,./ "' r ,e,',~ (. 10/,...},..). 3 03 ~',.;2 '} 3 -" ,,,"" 7 c' '7 7/1/+ '.. i.! (" }~i J!0 I \ ''"~ cf-'1/1lt'/!, /; ( J /L.-A .. . ,(....<.... .' '-' NUMBER OF PAGES INCLUDING COVER SHEET: Z>. PLEASE CALL 303-293-9707 IF YOU DID NOT RECEIVE ALL PAGES OR HAVE ANY QUESTIONS. HAVE A GREAT DAY! 1 'd S<!l.6E6<!EOE ~a^uaa sa~nsolou3 o~+ed d<!<!:<!O SO S<! ~oO I" DEPARTMENT OF PLANNING AND DEVELOPMENT . --.;l~ BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 10688 6/16/2000 Property OWner: Property Address: 3180 HARLAN STREET Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 274-4728 Phone : I hereby certify that the setback distances proposed by this perm~ application are accurate, and do not violate applicable ordinances, rules or regulations of the City 01 Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U,B.C,) and all other appli ble t Ridge ordlna ,lor work under th~f'rm~ (OWNER)(CONTRACTOR) SIGNED' T TE~ Total: $300.00 $23.50 $0.00 $7,50 $31.00 Construction Value : Permit Fee: Plan Review Fee: Use Tax: Use: Description: Install swamp cooler on the top of the house BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval : Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: m (6) this permit was issued in accordance with the provisions set forth In yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Bulldln~ Code of \lVheat Rldpe, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authonzed Is not commenced within sixty (60) days from issue date or (B) the building authorized Is suspended or abandoned for a period of 1:2:0 da)'s. If this permit expires, a new permit may be acquired for a fee of one..half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment exceeds one (1) year; full fees shall be paid for a new permit . No work of any manner shall be done that will change the natural now of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Numcer : Date. APPL\Ct\TJO N Property Owner: vViL\.\ I'\'\<' \. ~l'\\)I::.~S\j\\ Property Address; ')\ 'eO \~ h~ I-p., "\ 'S l' \['IV\ "'-lli'T ~\>:x:J't:. Contractor License No. ; Company: Phone :-SOS-'.2.~~ - \.1"72...'6 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value 1\'"$cAJ_OQ Permit Fee; I hereby certify that the setback'distances proposed by ~js permit aPl?lic;tion Ire a~rate. and do not violate applicable ordmances. rules or regulations of the City of Wheat Ridge 0.' covenants. easements or restnctlons of record: that all measureme,nts sh~n, and all~gatlons made are accurate' that I have read and agree to abide by all conditions pnnted on thIS application. and that I assume full responsibility for ccmpl&ance with the 'M1eat R~ge Buil.ding Code (U.S.C.) and all other applicable Wheat Ridge Ordinances. forwol1c under thIS permit. Use Tax; Total: (OWNER)(CONTRACTOR) SIGNED DATE Use: Description; ~ ~~CN\~~~~~ BUILDING DEPARTMENT USE ONLY LOn!'1g""omllJen~ Approval: Zoning; ~UI!gl!!~~!D.nl!.1ll Approval: t:.UD.'~W~..!:..~ae~I~~llla"l&:J Approval ; Occupancy; Walls; Roof; Stories; ~"" ./' A. / " ( RECEIVED -j JUN 1 6 2000 \ SIC; Electrical License No ; Company; Plumbing License No : Company; Mechanical License No : Company; Expiration Date : Approval; Expiration Date ; Approval; Expiration Date; Approval; (1) (2) (3) 'I'hJa permit....1Uued in ~- wtI\.. prawiIions Nt b1tl in )'Qpur ~ - '.... is IUIlifiICl' tD _.... ~ the State of Cokndo ana II:) the.:anng Rogu_...Il-.g~",_Iticlga.~or...,__ ___oI"'CIIy. ThIS pennjt......1DlDlfe "(A) thewmttautnonzeQ II naI_..._.~ WithIn SIXty (80) Cays'frvm issue ate or (8) tne building.uthonZed is JUSpended or abandoned fgr a penoa of 120 d8ys, It ttus permit 8X;I&res,. new.... rn.y be ecQUQd far.,.. ~ DneohaIfthe mIOUnt nonnafty NqUired. pl'Dvided no c:hangn'have Men;,or WitI be"..,. in.. ongmaJ ptans and IC.:d".....liw... Met..,.,.. .A... ar .....-4-.......... has not exceectea on. (1) year. rr cr.no-....".,. or it auspenaton or ~4v...._..l bCftdsane (1) yur.............. be p.iII far. MW","*- No WOtk of .ny mIIn"., Ihd be done INIC wit CMnge the nanJ ftow at water ~ . dtaiMg. prabIem. Con1raCll,,"'."notify...SlIlIlling-__(24)......._rar.._...____on_oard_. P<aeaoclUng.... - ... - "'... joG, The 1UUanC>>0II. '*""* ar.. 8IIDf'Oqt<<-or.wingI W'Sd .._$ - ..'shelI not be CDnRued 10 be. permil: far. 'nar an ~ Of, My vDnon ole. ~ of !he buitding coda or.", 0Ibet oran.nc.. ft. rue or NgUI8tion. (4) (5) (S) Chief Building Inspector I '~ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE. 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 10536 5/16/00 Property Owner: Property Address: 3180 HARLAN STREET Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 274-4728 Phone: 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 89ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W)1eat Ridge Ord,"~ work under lhi~ rIll. _ (OWNER)(CONTRACTOR) SIGNEW-J ~\;,,"".:-\ \~ATE~ Total: $1,500,00 $54.00 $0.00 $37.50 $91.50 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: Replace roofing and vents BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: Occupancy: Walls: Roof: Please Note: Owner I contractor Is responsible for locating property lines and constructinc improvements according to the app~ve~ plan and required development standards. The City IS not responsible for inaccurate infonnation submitted within the plan set and any construction errors resulting from inaccurate information. Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval : Expiration Date: Approval : ~~l (6) This permit was issued in accordance with the provisions set forth In yopur application and is subject to the laws of the State of Colorado and to the Zoning RegUlations and Buildin~ Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authonzed Is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days, If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspensIon or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem, Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all Inspections and shall receive written approval on inspection card before proceediln ith SUcceSSive phases Ofthe/'ob, The Iss ~ the approval 0 draWings and SpeCifications shall not be construed to be a pennlt for, nor an approval of, any Violation of the proVISIons of dl / II"; other ordinance, law, rule or regulation Chief B~i1ding In'C (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: tD5"36 APPL\Ct\l'IO N Property Owner: ::r t. \\ )\ \~~,~ -:Y. ~ 'fv'\\-.\..\ 1\ 1<\ \":" 11l4'Dc 1?,S()l'\ Property Address: "3 \?p \\\'\ ~\-.\'..'\\ ':r\. WI\I'A~, \<.\1)(;.\:.. Phone ::'05- 2.'111- L-f'12,3 \ Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value~ I :s 00 Permit Fee: I hereby certify that the. setback ~istances proposed by ~js permit aPl?lication are a~urate. and do not violate applicable ordInances, rules or regulatIons at the CIty of VVheat RIdge or covenants, easements or restrictions of record; that aU measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W~Ordinances. forwor1< under this pennrt. (OWNER)(CONTRACTOR) SIGNE~} . \'~PATE~ DescriPtion~~ ~"-\- ~. Use Tax: Total: Use: t..ontlJg~-9lJ1rnents~ Approval: Zoning: ~lI!:!l!!g~o_IIJ!IIents:il Approval : BUILDING DEPARTMENT USE ONLY ,.___'_'_ , _lit: /!.;. Sq ~t : RECEIVED M ,Il,Y 1 6 7')J][J Occupancy: Walls: Roof: ~UJ).I~~Oi~!~~"~.I~ Approval: Stories: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: {11 {21 {31 This permit was iuued in ac:oraance with the pnMsions set fcnh in yopur appticabon .nd is JUbjec:t to ttla laws of the State of Colorado and 10 the :onll'lg Regulations and BUtldlng Cod. of YJhut Rkige. Cokndo or any other al"Qiicable otr:2in8nc:es of ltle City. This permit Shall expire if (A) the wortl; autl'Ionzed IS not commenced WIthin SIXty (80) days from issue date or (Bl the building authorized is suspended or abandoned for apenoa at 120 aays. If Un permit ex~lIres, anew perTnlt rMy be acquired for a fee of on&-t1alf ttlo amount normally required, provided no changes have been or will be made in the original plans and speciftcations and any suspension or Ibandonment nas not exceeded one (1) year_ 11 changes are made or if suspensIOn or abandOnment exceecls one (1) year, full fees shlill be paid fora new permit No work of any mIInner shall be done thai win ChIInge the MlUral flow of qter caUSing a drainage PfObtem. Contractor shall notify the Building Inspector twenty.four (24) hours In advance for alllnspedions and shall receive written approval on inspecbon card before PICCHdo"'g _ ............ ....... of the ioIl. The issuance of a permit or the 8PP1'OY111 of m.wings and spedfications shall not be construed to be a pennil for, nor an approval of, any viotation of the provisions of U'le building c::coes or arry otI'Ier Otttinlnce, law, rule or regulabon. . (4) (51 {SI Chief Building Inspector