Loading...
PZC Packet 040511Memorandum To: Planning and Zoning Commission From: Matt Pielsticker, Planner II Thru: Sally Vecchio, Director of Community Development Date: March 31, 2011 Re: Walking Mountains On-site Review of Material and Color Applications and Roof -Mounted Solar Panels Summary The Final Design for the Walking Mountains Natural Science School (Mountain Discovery Center & Field Studies Base Camp Building) was approved by the Planning and Zoning Commission on March 2, 2010. The following conditions were made a part of that approval: 1. During construction, a mock-up shall be provided onsite for the Planning and Zoning Commission's review to ensure the acceptability of the proposed materials and colors; 2. The applicant must receive approval for the solar panels from the Commission prior to installation; 3. The limits of construction related disturbance must be shown in relation to the stream setbacks near the Mountain Discovery Center (MDC), and other such buildings, must be revised and submitted to staff for review upon submitting for a building permit; and, 4. The proposed boardwalk materials will be reviewed and approved by the Commission prior to construction of the proposed boardwalks. The purpose of the site tour is to fulfill conditions #1, #2, and #4 concerning the proposed materials and colors, and the roof -mounted solar panel design and placement, and boardwalk material. Condition #3 was satisfied at building permit. 1. Roof Mounted Solar Panels. The applicant is proposing to install roof -mounted solar panels on the south facing roof planes of each building. The panels are proposed to be installed parallel to the rooflines and do not break the ridgelines of the roof to which they are mounted. Staff finds that the installation of the roof -mounted solar panels is consistent with Sec. 7.28.100(g) Alternative Energy System Standards of the Avon Development Code. Attached to this memorandum are documents related to the photovoltaic array design of the solar panels (Exhibit B). 2. Color and Material. The colors and materials have been installed on the buildings as approved by the PZC with one exception. The cementitious panels painted to match the window cladding have been replaced with cement stucco to match the window cladding. This material is adjacent to and between windows on each building (see photograph on pg 5). This material was changed during construction due to concerns with the long-term durability of approved hardi-board material, as well as the inability to obtain the product in this region. 3. Boardwalk Material. The proposed boardwalk material will be presented at the site -tour to satisfy condition #4 of approval. Page 1 Policy Review The following Development Code standards apply to the review of materials and colors, and solar energy systems. Materials and Color Standards: Sec. 7.28.0906) Mixed -Use and Non -Residential Design Standards (4)Building Layout and Design (viii) Building Materials. The means and methods of construction of new buildings should contribute to their durability, usefulness, and compatibility. In addition to the general requirements of §7.28.090(c)(3), the following regulations shall apply to exterior walls on mixed-use and non-residential structures. (A) Durability of Materials. Materials should be used that have a long life and age well. Materials at the ground floor should be composed and detailed in a manner that enriches the pedestrian experience. Authentic materials are encouraged. Faux or fake materials are prohibited. New materials, such as architectural composite panels, should not imitate other materials, but should reflect their own identity. (B) Masonry and stone veneer. Masonry and stone veneer walls should be detailed as masonry bearing walls, especially at corners and windows and door openings. (C) Synthetic materials. The use of synthetic materials is discouraged unless they can be shown to display the ability to age in a manner similar to or superior to the natural materials they replace. (D) Trim and molding. Building walls should be trimmed in wood, stone, cast stone, precast concrete, or concrete. Foam moldings are discouraged. (E) Multiple materials. Two (2) or more wall materials may be combined on one (1) fagade, but should be located one above the other with lighter materials above more substantial materials (e.g. wood above stucco or masonry, or stucco above masonry). (F) Color. Materials and finishes should be composed to provide balanced designs that are appropriate to each style and context. In general, large areas of bright colors should be avoided, although strong accent colors can be successfully used. Solar Panel Standards: Sec. 7.28.100(g) Alternative Energy System Standards (3) Roof -Mounted Solar Collection Systems (i) Standards. All roof -mounted solar collection systems shall comply with the following requirements: (A) Setbacks, Location, and Height (1) A roof -mounted solar collection system shall not extend more than two (2) feet above a pitched roof or six (6) feet above a flat roof. (2) With the exception of flat roofs, a roof -mounted solar collection system placed on the roof shall mimic the roof pitch it is attached to. (3) A roof -mounted solar collection system may be located on an April 4, 2011 PZC Meeting Page 2 accessory structure. (4) A development proposed to have a roof -mounted solar collection system located on the roof or attached to a structure, or an application to establish a system on an existing structure, shall provide a structural certification as part of the building permit application. Exhibit A. Photographs of Buildings Showing Color and Material Installations. B: Letter from Applicant, three-dimensional views, and photovoltaic specifications April 4, 2011 PZC Meeting Page 3 EXHIBIT A Beetle -Kill Wood Siding and Window Zinc colored metal roofing and flashing April 4, 2011 PZC Meeting Page 4 EXHIBIT A Corner stucco detail April 4, 2011 PZC Meeting Page 5 Exhibit B SANTA BARBARA Z E H R E N V A 1 L (805)963-6890 FAX (805)963-8102 (970)949-0257 FAX (970)949-1080 santabarbera @a zehren.com AND ASSOCIATES, INC. v a , D z e h r r n. c o n, ARCHITECTURE • PLANNIN[ - INTERIORS September 2, 2010 Mr. Matt Gennett Planning Manager Town of Avon Community Development 1 Lake Street Avon, Colorado 81620 RE: Walking Mountains Photovoltaic Array Design — Condition of Final Design Approval number two Dear Matt: The attached documents are hereby submitted to satisfy the Walking Mountains (formerly Gore Range Natural Science School) Final Design Condition two. Included are two three dimensional model views of the proposed photovoltaic arrays to be located on the Mountain Discover Center (MDC) and Field Studies Base Camp (FSBC) buildings. Also included are sheets A1.1.3, A2.1.1 and A2.1.3 from the final construction document set. These pages show the panels on the roof in roof plan and elevation. Finally we have also attached a cut sheet for the actual solar PV panel that will be used. Please let us know if you require any additional information for your review. Sincerely, Brian Sipes, AIA, LEED AP Principal Exhibit B IN I 011 1 Exhibit B 3 C E G J K L M N 10'-6" 5'-4" 16'-0" 16'-0" 16'-0" 16'-0" 16'-1" 3'-2" I I I I I I I 5° I I I I I I I I I I I I I I I I I I I I I I I ZI I C? bo I � I I I I � I I 11° I 8' 1 2'-2" SHEET NOTES: R1. ROOF TYPE R1 = STANDING SEAM METAL ROOFING R2. LIVE ROOF DIMENSIONS ARE FROM FACE OF WALL OR GRIDLINE TO WORK POINT AS DEPICTED IN THE DETAILS. ROOF PLANS 1/8" = 1'-0" 2.083° Vo Z � CIO z zo z U � o zal z Lu W F—Z cM LU W U U Z z z N 0 J J O CL 't 02v 16- z z V'= cV0 O O Q°c Lu L Go VCM W W N N z z zULLI LF) M tv 0< Z z Q Q Q N to .� �_.% C ED W cc W O N Map co cz M N �O N M ryN . O = Y c o Q � Vim^ W Lu WQ1 O V OmW fn �� J Nz � O � �aO1 U W Lu J ad Z Lu pay as Z LU zriOw -iW :)Z ce 0 V t; SEAL ry W V) F=m Z _ Z Q W U Z v V O0� Z ° Z oz J � O N V ,o z� 0 WON Z�Q� _ o W U Q Z W U ISSUED FOR: No. DATE COMMENT A 10/2b" DD PRK]NG B 1/13/10 FINAL DESIGN REVIEW Bl 2/3/10 FINAL DESIGN REVIEW C 2!5110 50% cD SET D S/5110 BUILDING PERMIT 1 8/412010 PR 001 - SCVE CHANGES E 9/111010 APPROVAL CONDITION 2 KEY PLAN MDC FSBC ;GFR MLS MDC AND FSBC ROOF PLANS PROJECT No. ORIGIN DATE 1699.10 10/26/09 DRAWN BY CHK BY TRV BY MJR BPS SHEET No. A1.1 .3 SCALE: AS SHOWN SUNSHADE REF 7/A5.3.2 nB nc nE nG in nK nL nm SOUTH ELEVATION 1/4" = 1'-0" 4 Q Q Q Q Q 4 4 ' I NORTH ELEVATION 1/4" = 1'-0" '-5 7/16" RIDGE 641'-5 7/16" RIDGE DATUM = 112'-0" SECOND LEVEL +7606-0" =DATUM 100'-0" MAIN LEVEL — — — — — — — — -- — — DATUM = 112'-0" SECOND LEVEL -YP ---------- DATUM 104'-0" STAFF ENTRY LEVEL +7606-0" =DATUM 100'-0" MAIN LEVEL MATERIALS LEGEND OA WD SIDING OCEMENTITIOUS PANELS PAINTED TO MATCH WINDOWS AND CURTAIN WALL OC STRAW BALE PLASTER OEXPOSED AND FINISHED NATURAL CONCRETE OSTANDING SEAM METAL ROOFING OWINDOW OR CURTAIN WALL O2" x 2" PAINTED WWF OT INDICATES TEMPERED GLASS Vo 00 z � — z LuLLI LLI zo z V CN Ill 00 � W W Q~z `O C1 Z Z z 0 C 00 HfA z z a LL. O O U U c V o Q= ��-- wo c Soo %J U -2es N N z z m Q1 J� zU W c zzc�z cC Q eM �0 <��CD BE W m WM O N CO p M N ry y N M 5m 7 co Q V ^ n W W W o CO V 0 CO Oh W J N � Q � a a3 V W z W Z .b Z =) W zri Ow J W =)z >_ NC cC O SEAL rvlo W Cly � Z _ Z Q W U Z V o� Z0 ° Z O J � O N V art' Vz� o 0 N WO Z J Q _ o W U U z Lu U V) ISSUED FOR: No. DATE COMMENT A 10/209 DDPRICING B 1113AO FINAL DESIGN REVIEW Bl 213110 FINN. DOGN REVIEW C 2/5110 sox► CD SET D WI BUILDING PERMIT 1 44010 PR 001 - SCVE CHANGES E 97MI0 APPROVAL CONDITION 2 KEY PLAN MDC FSBC GFR MLS MDC EXTERIOR ELEVATIONS PROJECT No. ORIGIN DATE 1699.10 10/26/09 DRAWN BY CHK BY TRV BY DL BPS SHEET No. A29191 SCALE: AS SHOWN 7 8 10 11 38'-0" ALLOWABLE BUILDING HEIGHT 60" L-- 60" 00 z � 1 SOUTH ELEVATION A2.1.3 1/4" = 1'-0" TH TF D I I I I 3 EAST ELEVATION Fl ]NORTH ELEVATION 1/4" = 1'-0" 1/4" = 1'-0" T T MATERIALS LEGEND 1 100'-0" 1 LEVEL M 92'-0" SPACE OA WD SIDING OCEMENTITIOUS PANELS PAINTED TO MATCH WINDOWS AND CURTAIN WALL OC STRAW BALE PLASTER OEXPOSED AND FINISHED NATURAL CONCRETE OSTANDING SEAM METAL ROOFING OWINDOW OR CURTAIN WALL O2" x 2" PAINTED WWF 1 i INDICATES TEMPERED GLASS +7606-0" =DATUM MAIN LEVEL Vo 00 z � — z Lult LLI zo z V CNzal z W ~z _� W W Qz'�c1 `O z z V `Ln o `° 0 J J a 0 - � -00 - > tn cn z z cn ce a O O V V 0 Vo ��-- wo c L Soo co %0 N N J z z e9mIT ch 6 J zV LLJ.0 zzc�z cC Q eM �0 Mtn.-. < 0ad0 V5�5 CO W CO W O N M CO p M N ry y N M '5m 7 co Q V ^ n W W W o CO V 0 CO Oh V W J N Lu 0 a a3 W z W Z .b Z =) W zri Ow J W =)z >_ NC cC 0 SEAL rvlo W z < LuU Z V O� 0 � Z Q[ 0 � Z 0 �6) J � O N V ter' Vz� � o 0 N WO ZJQ � o � W U U QZ Lu U V) ISSUED FOR: No. DATE COMMENT A 10/209 DD PRI ING B 1113AO FINAL DESIGN REVIEW Bl 213110 FINN. DESIGN REVIEW C 2/5110 sox► CD SET D WI BUILDING PERMIT 1 44010 PR 001 - SCVE CHANGES E 91111010 APPROVAL CONDITION 2 KEY PLAN MDC FSBC GFR � MLS FSBC EXTERIOR ELEVATIONS PROJECT No. ORIGIN DATE 1699.10 10/26/09 DRAWN BY CHK BY TRV BY DL BPS SHEET No. Al 1 . 3 SCALE: AS SHOWN LS250 LUM CW LS250Monocrystalline Photovoltaic Module Uniform performance and stability under a range of light conditions Applications Features On -grid Residential systems 60 mono crystalline CSUN Selective Emmitter Solar Cells On -grid Commercial Systems 18.25% cell efficiency On -grid Utility systems Performance deviation of +/- 3% Low degradation under high irradiance conditions Low cell mismatch rate Anodized aluminum alloy frame, black or clear LmwUMC3!Fa Electrical Specifications Model ......................................................................:......................................... LS 250 - 60M Rated Power @ STC ......................................................................:......................................... 250 W CEC Power @ PTC ...................... ................................................ 226.6 W :......................................... Nominal Voltage ......................................................................:.................. 24 V I ...................... Open Circuit Voltage (Voc) .................... .................................................. 37.30 V :......................................... Short Circuit Current (Isc) ........................................................................:......................................... 8.78 A Peak Power Voltage (Vmp) ................... ............................................... ....:......................................... 30.10 V Maximum Power Current (Imp) ............................................................................................................... 8.31 A Operating Temperature ......................................................................:......................................... -40 °C to 85 °C Max System Voltage (UL / IEC) ................... ................... ................................ 600 V / 1000 V :......................................... Max Series Fuse Rating .......................................................... ............ 20A :............... .......................... Power Tolerance ......................................................................:......................................... t3% Cell Efficiency ......................................................................:......................................... 18.25% Power Density 14.30 W/ft2 Mechanical Specifications note. m (mm/ Solar Cell .......................................................................:............................................................................................................................................................................. Mono-crystaline 6" x 6" (156mm x 156mm) Number of cells .......................................................................:............................................................................................................................................................................. 60 (6 x 10) Internal Bypass Diodes .......................................................................:............................................................................................................................................................................. 6 Module Dimensions ..................................................................................................................................................................................................................................................... 64.54" x 38.98" x 1.97' (1640mm x 990mm x 50mm) Module Area .................................... ...................................:................................................................................................. 17.48 ft2 (1.62 m2) -- ........................................................................ Module Weight ..........................................................--.........:.........................................................................................................................--................................................ 43.65 lbs (19.8 kg) Front Glass .......................................................................:............................................................................................................................................................................. .13" (3.2mm) tempered glass Cell Encapsulation ........................................................................ EVA (Ethylene-Vinyl-Acetate).. :....................................................... ........... ................. ......... .............................................. .............. ............. ...... Frame ....................................................................... Anodized Black / Clear Aluminium Alloy .............................................................................................................................................................................. Output Cables ..................................................................................................................................................................................................................................................... 12 Awg. 35.4" (900 mm) MC4 Connectors Static Load 113 PSF (5400 Pa) Hail ..................... ........................................ ..........:............................... Maximum Diameter 1" (25mm) at 52 mph (23 m/s) ............ .................................................................................................................................. Warranty ...................... - —............ ................................ 10 years at 90% of the rated power output, 25 years at 80% of the rated power output :..................... ............................................................ ............. ......... ....................................................... ............... Certifications Safety Class II, CE, UL 1703, IEC 61215, IEC 61730-1/2 Temperature Coefficients 9 Nominal Operating Cell Temperature (NOCT) .............................................. ......... ......... --.................. 113 of (45 °C) --........................... 8 Temperature Coefficient of Pmp ...................................................................................:.................................. -0.423 % / °C 7 Temperature Coefficient of Voc ................................................................................... -0.115 V / °C .................................. H 6 a Temperature Coefficient of Isc 3.424 mA / °C a 5 e U 4 3 2 1 C E 0:.. 250 -222 -194 -167 -139 3 oo -111 -83 -56 -28 0 5 10 15 20 25 30 35 40 45 0 Voltage (V) Rev 3/2010