The URL can be used to link to this page

Home My WebLink AboutB13-0153 e , �� U / � W N � � M N � N o s ,o ,s zo I I I I I FE�. VICINITY MAP � � r.,c � � . .� ..�U.,,:va;• �: .._N,; ° U �r�,M�,F�E .. ... � �: SITE PLAN �� . �� . _ �c7 �o I z� l 3 ��t.. � .�� / Z S� `c 4-v �SE �� auNr in� Ro,�� 1'=�.... ;::` , � „ , , . MAIN PANEL LOCATION � (INTERIOR WALL) uniin,oz �� SOLAR INVERTER PHOTOVOLTAIC AC DISCONNECT MAIN BILLING METER LOCATION PROPOSED SOLAR ARRAY EXISTING RESIDENCE ESTIMATED PROPERTY LINE � a � a a � � � w � �� U ,�'�., � ,� ch z � o ,� � w .� � ° � p � -o °0 N � o m � � W O M = �''L � � � W a N > ¢ U ° � � u�i w a N Q Q � cD � O m Z � � W � � � I� - • � o , �,�,,,, _ ., �� ;+� m � .�� z � � � �/, W .�`U C� ;� , ', ' i _1 1j - o Y� .r � z O � � Qo � w Jw 0° �v�i � o � �� w � �a � � W po � ~ ° poz � � ~� a � Q � � � g� �ao � � W �o Q � o?� � � � M N ca � O U � z �. Z F- Q W O � J � W Z } ZO �" opOga � Zgzac� a V O c� z g w 0 a > j v W z w � w w v� � J v> � w W �ai. � m W a N M � � � � Q o 0 0 0 0 0 a a a a a a a � � � � M�. a , � �x, �� o � � � � L!-� � � � V !�-, MAYOfi2013 I"OWN OF VAIL � � q � � � 1� � 1' MODULE LAYOUT L./\1 V 1 11 Y V SKYLIGHTS � w C� o � Q �. � � � w N �� U �. � � c"� Z � �O �O � W •� �- p � -o � N � o mo � W ° a - � s � '� W w a �, > Q U ° � � c�n w LJJ d, w� Q =' a N � Cp Q ZO m � z � w � � o 1�� o � �,� m � z �� t!'.J 0 ,��I — __� OC � `-� Q � J ;��1 � o °' �� - � � L � `'� � 3 � o a 0 � � aOD. � � � � � � U � �' 7 � ._�„ � � � � � � W o o � O � � � Z � N M ONE LINE DIAGRAM CONDUCTORS EXPOSED TO FREE AIR (4)10 AWG RHW/USE-2 CONDUCTORS (1)8 AWG BARE CU GROUND ■��■��■��■ ■■■■■■��■�■■■■■�■■■�■■.■■■■■.■■�■■■■■■■.■■�■■■■■■■■■■■��■■■■■■■■■. ■��■�■��■��■�■■■■�■■��.■��■■■■■■■�■��■■ .................................................................. .................................................................. .................................................................. .................................................................. .................................................................. .................................................................. �.....................................................................� ,.....................................................................� .....................................................................� .....................................................................� .....................................................................� ■u��u��uu u�u�o��u�u��u�u uu��u��i •u��u��u��u�o�u��u��u�u��u��uu u�i uo��uuu o��u u�u�ouu u��o��o o�u�uuu�uu�ouu�� uu��u�u o��o u�u�uuu uu��u�o uuo��uu u�u�uuo�u� 0 •' • 1 • • � •' '• � GROUNDING METHOD PV Arrav Grounding Method PV Module Manufacturer- Acceptable Grounding Method: -WEEB!WEEB Lug DATA MONITORING Data Monkorinp Svstem: NONE . 0 1"EMT OR EQUIVALENT (3)e AWG THHN/THWN-2 CONDUCTORS (1)6 AWG BARE CU GROUND EQUIPMENT SCHEDULE OPV Module Rating�STC PV Module Manufacturer= PV Module Model= Max Power Current(Imp)=8.3 A Max Power Voltage(Vmp)=31.3 V Open Circuit Voltage(Voc)=382 V Short Circuit Current(Isc)=8.76 A Max Series Fuse(OCPD)=15 A Max Power(Pmax,STC)=260 W Max System Voltage=600 V Voc Temp.Coefficient=•.31%!K ';��i�i� L��* EXISTING CONDUIT AND CONDUCTORS C� ( �-l � � Yr � � � �_ os d t 4� 4� � O O PV Arrov InTOrmatlon O Passthrough Box Number of Modules in Series=12 WILEY-ACE 2P Number oi Modules in Parellel=2 Rated MPP Current=16.8 A O Inverter Rated MPP Voltage=375.8 V Inverter Manufacturer=SMA Max System Voltage=535.13 V Inverter Model#=SB8000-US Short Circuit Current=17.52 A Max DC Voltage Rating=600 V Max Power=6000 W Nominal AC Voltage=240 V Max AC Current=25 A�240VAC Integrated Fused DC Disconnect 4 AC Disconnect NEMA SR 5 Existing Service 200 A Busbar I 200 A Maln 120/240 Spllt Phase Service 40A Solar Backfeed Breaker must be placed at the opposite end trom which the panel is ted M To Utility w � � ° a � E � c W � 'm U >, � ,� c'� Z � a '� � W .c? � � '� p � -o � N �a � (!� °> m OV � � � �� w a <" > Q W p � � c�n w w � � Q � p„ N p C� Q O m Z � � W � � 0 ��1 _ o � % `; '�� m � _ � Z �� j�j /, � ' � [ — ! J ;1��;10 3 N '� � � N 3 cv o N W 'v� 'D Z .y c 0 � ,�0, N U t/j _. J +L.- � f�0 N � .L., � � U � �i N t9 C f0 V O � � .a � � � V a� � a� E � o o E � � U V � T 'O N a..Lr f/� .,�r C t/1 C U fp ' C � �f6 � � _ � - N N f0 N O � � '� f_UV O .y., f0 U a O � a �a�i � � � o m a� _ _' � Q� @ •� � o °� `� � �� O �J �0 tn .� f0 N � � Z Q .� a Q � � � M N � � � U TJILOC"T'�""' T� �'' F T VE FASTEf FASTENING LAYOUT �� .. �,�n��n►Ff; /"�f�l\/'�1 L/\IV 1 IIYV PERIEMTER SKYLIGHTS -5" w � Q ° � � � � _ w N '� U >. � ,� M Z � o � � W .� � � t p � -� � N � o mo � W $ o - � L � '@ w W � N � Q U ° � � v�i w W � w� ¢ � aN o co Q z m o �w � �_ > ¢ � w � � o � � � Q 1 _ J 4� m -' l _ /. `�� Z b � � � � � W � � � �� '. 4._ 1 J � ;�+,•1 Ov� o =' �� m� � � � `V � 3 � o d 0 � � d E �o � �� T U � � a.y'.. @ � � � � .c � o o cYi � � � � Z s= N M 0 � M � � O � � Cl. M N � � 0 U � � D C � 0 n O � � �- ITl �l .Pic� � � i � _t ;�_ �_. _ _ � � _1_ �� m r x _-. � � ' _ ___ _ � Z cn G� � w � w °� 0 N ' � ' � � C � � " � ' - m r Wm � r � _ �� o -< ' O C � � � � 0 -� � , � 0 m � = t � � � a � — , � t m N � n - � W n �I� t =� W (J� O � --�I� _—AIW � —. _._ _ _ _- ` _ - N � � N _ _� -- -. . - � - � - ---� -- -- �� - Ut NOTES: , PIERCE RESIDENCE 1)Roof Structure 12"TJI-24"OC ' . 6.24 kW Photovoltaic System 2)Roof Material. Wood Shingle � ,o,""'�� ✓ �� '� � � 3)Racking System: P8 Power Raii �� ---�° --�'�---��«-�'`-��'°---°''�---°� SITE ADDRESS: 2730 Bald Mountain Rd. c�� ( �}��j(��*,� � [�,(�jj�(� VaiI,C081657 1 REVISION: C �ATE: 6/3/13 PAGE P.O.Box 301 P 970.963.1420 DRAWN BY: IJE P-02 Carbondale,CO 81623 F 970.963.1496 Department of Community Development 75 South Frontage Road TOWN OF VAI[ ` va�i, co siss� Tel: 970-479-2128 www.vailgov.com Development Review Coordinator SOLAR THERMAL/PHOTOVOLTAIC PERMIT APPLICATION (Separate applications are required for a new electrical panel or any roof alteration) Project Street Address: Project#: 1-'bC� � 3 � �� 1 3 2�30 "L3[�p �o_�ti,-��ti 4�- Q. (Number) (Street) (Suite#) oRB#: fJR 6 I 3 D 135 Building/Complex Name: Permit#:�I3�— � � 5� Contractor Information Lot#: Block# Subdivision: Business Name: ��"�s��'�"� ��'z Work Class: New(�� Addition ( ) Alteration ( ) BusinessAddress: i�Z°� �c��:�� '� �'�-E City �o��rc.� State: C� Zip: ��CoZ3 Type of Building: Single-Family( ) Duplex(J) Multi-Family( ) Contact Name: I��_� . 'C ��5 Commercial( ) Other( ) Contact Phone: �`�, �� `� �'�— � `�2d Contact E-Mail: l��P �� Work Type: Interior( ) Exterior(�Both ( ) 6 u vS�e-'�+`��. Co�l X �--�_� Solar Type: Owner/Owner's Representative Signature(Required) Photovoltaic( �olar Thermal ( ) Applicant Information Applicant Name: C--'C�}'°2'� }�� E��r� Applicant Phone: `��' ) 3��" �33`� Applicant E-Mail: CQ-+�4�..3��.�.'��t�L�.,,�,,P..`.�_awt Project Information Owner Name: � ��-��D ��C�c� Parcel#: Zi��i °:3`'� �' 'o�`� tZ'1G '-a Value of all work being performed: $ (For Parcel#,contact Eagle County Assessors Office at(970-328-8640 or visit (value based on IBC Section 109.3&IRC Section 108.3� www.eag lecounty.us/patie) Detailed Scope and Location of Work: i rv s-r�.��-t�a,� ot G�2 K�� -� M��'�'�D _ S o C.,[].'� 'C—C.�c GT 7Z iL 6`1 S T�-M �P-1��T°ua�TG.�� (use additional sheet if necessary) For Office Use Only: Date Received: Fee Paid: �E�O�oo �t�.6 2 /a f� � �1l/ � Received From: D �s v i.s v Cash Check # APR 2 6 2013 CC: Visa / MC Last 4 CC # exp date: Auth # TOWN OF VAIL *�**********************��***************s*��****�****r***************************s*****�* TOWN OF VAIL, COLORADOCopy Reprinted on 05-07-2013 at 12:39:46 OS/07/2013 Statement *��*�***r****��***r***�*r******�*r**�*r�*r*******�********************�*****�************* Statement Number: R130000519 Amount: $200.00 05/07/201312:37 PM Payment Method:Credit Crd Init: LC Notation: CREDIT CARD FROM SUNSENSE SOLAR ----------------------------------------------------------------------------- Permit No: B13-0153 Type: COMBINATION BLDG PERMIT Parcel No: 2101-034-0301-9 Site Address: 2730 BALD MOUNTAIN RD VAIL Location: Total Fees: $560.90 This Payment: $200.00 Total ALL Pmts: $200.00 Balance: $360. 90 *********��**********��*****��***�**�*********rr�****�***********ar**********�+******�***** ACCOUNT tTEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 200.00 ----------------------------------------------------------------------------- . B13-0153: Entries for Item:90 - BLDG-Final 15:16 07/03/2013 Action Comments By Date Unique_ Ke AP sgremmer 07/02/2013 A000160 302 Total Rows: 1 Page 1 TOWN 079 5 FROHTA6E RDOM DEU URIL� CO 81657 978-419-2314 TERMINRL I.D�� zaei I�RCHAHi M: UISA i�k######�iV134# MAIL ORDER BATCH� AB970B pUT H�007849 �` MpY 07� 13 11�27 TOTpL �200.00 CUSTOI�R COPV urNa EVALUATION REPORT uNr� ES;=' Report Number: 0248 - Originally Issued: 08/2012 Valid Through: 08/2013 4.21nstallation Rain test data and thickness of aluminum flashing submitted is in conformance with Acceptance Criteria EZ Roof Mount must be installed using the 5/16 inch for Roof Flashing for Pipe Penetrations (ICC-ES AC diameter stainless steel lag screw at each bracket 286-2008). Rain test conformed to Underwriters location as described in the manufacturer's installation Laboratory Standard for Gas Vents, UL 441-96 Section instructions. Lag screw must penetrate into the roof 25. rafter a minimum of 2 '/z inches. Prior to installation, the roof rafter shall be bored with the required lead and Test results are from laboratories in compliance with clearance hole for the unthreaded and shank portions ISO/IEC 17025. of the lag screw as required in Section 11.1.3 of the NDS -05. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION inserted into its lead hole by turning with a wrench and not driving by a hammer. A die-stamp label in the flashing bearing the name and address of the manufacturer, the model number, Use of auxiliary holes in the Shoe other than the use of IAPMO Uniform ES Marks of Conformity, and this an extra fastener to stop the shoe from rotating during Evaluation Report Number(ER-0248). installation is outside the scope of this report. Flashing should be installed full under the shingle up to I A U the raised portion of the flashing to prevent water P M� E S ingress under the shingle. No portion of the flashing should be bent upward; the flashing must rest fully E S against the roof shingles. Otherwise the water and wind OO TM performance may be impaired. IAPMO#0248 5.0 CONDITIONS OF USE EZ Roof Mount L-Foot Kit for Shingle Roofs described in this report complies with the codes listed in Section � � ' � � 1.0 of this report subject to the following conditions: 5.1 EZ Roof Mount shall be installed in accordance with ' R A C K I N G this report, manufacturer's installation instructions and �' �'e Make Solar Installation the codes listed in Section 1.1. W W W • � R 1 O N R A C K 1 N G . c o n� 5.2 Calculations to verify the imposed loads on the EZ Roof Mount assembly do not exceed the allowable loads contained in Table 1 of this report shall be submitted to the code official when requested. Calculations shall be prepared by a registered design professional when required by the statues of the jurisdiction where the work is constructed. 6.0 EVIDENCE SUBMITTED Testing and analysis data submitted is in conformance with Evaluation Criteria for Joist Hangers and Miscellaneous Connectors (IAPMO ES EC 002-2011). Page 2 of 4 r I� � ION , Report Number: 0248 R A C K � N G Originally Issued: 08/2012 � We Make Solar Installation Valid Through: 08/2073 WWW. � RIONRACKING . COM TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(Ibs.)�'2'3,a,5 Ultimate Load Test Load at Test Load at Calculated Load Direction Test Value 0.250 inch 0.125 inch Fastener Allowable (see tigure below) F.S.=3.0 deflection deflection Stren th Design Load Uplift(Withdrawal) 720 1,800 230 240 230 Lateral 280 240 130 150 130 Notes 1. Allowable load values are based on the least value from the ultimate test load divided by three(strength limit),tested load at 0.125 inch deflection(deflection limit)or calculated fastener capacity(withdrawal, lateral)for wood with a specific gravity of 0.55(Southern Pine). 2. Allowable load values are based on lumber with all of the following characteristics: a. Located in dry service conditions where the moisture content does not exceed 19%for an extended period of time such as in most covered structures. b. Located where it does not experience sustained exposure to elevated temperatures that exceed 100°F. For any other conditions,allowable table values shall be multiplied by the related adjustment factor(s)(C,,, and/or C�)in accordance with the National Design Specification for Wood Construction(NDS-OS). 3. Allowable load values are based on lumber with a specific gravity of 0.55 (Southern Pine or equal). 4. Allowable load values for withdrawal are based on a minimum penetration of 2 '/z inches into the roof rafter by one 5/16 inch x 4 inch long stainless steel lag screw. 5. Allowable values based on calculated fastener strength in wood may be adjusted for load duration in accordance with Section 10.3.2 of the NDS-O5. Page 3 of 4 EVALUATION REPORT uM� ES� Report Number: 0248 ' Originally Issued: 08/2012 Valid Through: 08/2013 TABLE 2: MATERIAL PROPERTIES Com onent Material Shoe Aluminum allo ANSI/AA A380.0 Wate roof Washer EPDM with durometer ratin of 60 La Bolt 304 stainless steel ASTM A 240 L-foot Aluminum allo 6063-T6 ASTM B221 Hex Ca Aluminum allo ANSI/AA A380.0 Flashin Aluminum allo 1060 ASTM B209 EZ ROOF MOUNT COMPONENTS ��, ,�. ,�,. �. .j � �t ��.i � "� ` � F. �. 1 I Figurel: Shoe Assembly Figure 4: Hex Cap � �- � � �� Figure 2: Lag Bolt Figure 5: Flashing ,,� � 0 � 1 N - , _� . RACKING `�� We Make Solar Installation WWW. O RIDN RACKING . COM Figure 3: L-foot Page 4 of 4 Guidelines for Fastenin�EZ roof Mount with 2 or 4 side hole screws. 2-8-2013 CBS A number of installers would like to use the auxiliary holes on the EZ roof mount to fasten to non-typical rafters in lieu of using the 4 inch by 5/16 lag bolt provided.The following discussion will provide some guidelines for such installations. A 5/16 lag screw installed in Doug Fir or other typical roof joist material has a pullout value of 235 to 266 Ibs. per inch of thread embedded in the wood (American Wood Table, 2005). When used with the EZ roof mount system,approximately 2 to 2.5 inches of thread are imbedded,so a nominal pullout value of 470 to 530 Ibs.Actual laboratory testing of the EZ roof mount for IAPMO listing of the product provided values of 720 Ibs with a minimum penetration of 2.5 inch. The goal in substituting other fasteners in the auxiliary holes is to achieve similar values to maintain the integrity of mounting system. Various screws in the#12 and#14(1/4 inch diameter) range are available.The choice of a fastener should include consideration of the material to which it is fastened;wood, plywood, metal purlin, or concrete roof. Included in the consideration is that the head fit in the well in the shoe, and that the head not extend above the well which will compromise the waterproof gasket of the EZ Roof Mount system. The simplest substitution would be to use 2ea. %inch lag bolts into wood. With 2 inches of penetration, a pullout per bolt is 164 Ibs. per inch of thread. Assuming a tread depth of 1.5 inches,the pullout would be 235 Ibs.,and a pair of bolts would be 470 Ibs.Two'/.inch bv 3 inch las bolts(470 Ibs.)would vield a similarl�ullout value as a sin¢le 4 inch 5/16 la�bolt(470 to 530 Ibs.) Particular care would need to be taken to insure that at least 1.5 inches of the smaller% lag bolts were embedded in the wood member. � � � Another common request is to use 2 or 4 screws in plywood. In general, unless the plywood were thick enough to allow 1.5 inch of thread penetration, 2 screws would not handle the load. One way to handle this situation would be to use a toggle type fastener such as the Toggler TM product. Attached to%inch plywood,the Snaptoggle mounted in a%2 inch hole provides 356 Ibs of pullout strength, assuming the plywood holds.Therefore.a 2each,'/:inch hole. (#10 screw)SnapTo��les in'/:inch plvwood would provide in excess of the stren¢th of a sin�le 4 inch la�bolt. ."'W'!r�"�'' '� The use of 4 wood fasteners directly in plywood is also anticipated. Shown in the 1999 APA plywood tables, a#10 wood screw inserted in a%2 inch plywood sheathing has a ultimate pullout value of 360 Ibs, and applying a safety factor of 2.5,a pullout of 144 Ibs. The proper installation is for the screw to penetrate the plywood with the tapered tip protruding from the plywood (presumably into the attic space. By applvin�4 each.#10 wood screws in'/:plvwood,a total pullout value includin�safetv factor would be 576 Ibs..which is eauivalent to a sinele 5/16 la�screw. �� , There are many choices for alternate fastening screws. We recommend that Stainless Steel 316 be used exclusively. Lag screws are very common,with the% inch by various lengths readily available. An excellent self drilling metal screw for purlin fastening is the Simpson Self-drilling Truss Screw in various lengths,typical part number F14C200T10. For plywood screws,Simpson makes an excellent 1 inch screw in#10, 12, and 14, model T12J100PXC.Togglers are available at some Hardware stores and on- line at the Toggler site. . ..•< � . �� , � � � � � � ; � �-�- —. , ..�:::_ �,. �� t, . ��, �a�� _ ._ P � � �°�� ` .� � �� q� ��, i d �� w� �„; '� —+,k'� � � �`a«¢i^ �� - �,� �� "�,a �r. n:�� c.��, � ""'�S.' _..-»-�-�T � . • > '�,�„. . ... ' ASSEMBIED IN THE USA � .. � . � _:��: ,,� ., .., , . —v ; , �. ��, ; : �� = �� C o L US Certifications Efficient Safe Simple •For countries that require UL •97%peak efficiency • Galvanic isolation • Patented automatic grid certification(UL 1741/IEEE 1547) •OptiCoolT'"active temperature volfage detecfion' •Optional integrated AfCI managemenf sysfem • Integrated DC disconnect swifch functionality meets the requirements of NEC 201 1 690.1 1 SUNNY BOY 5000-US / 6000-US / 7000-US / 8000-US Versatile performer with UL certification The Sunny Boy 5000-US, 6000-US, 7000-US and 8000-US inverters are UL certified and feature excellent e�ficiency. Graduated power classes provide flexibility in system design. Automatic grid voltage detection* and an integrated DC disconnect switch simplify installation,ensuring safety as well as saving time.These models feature galvanic isolation and can be used with all types of modules—crystalline as well as thin-film. `US Patent U57352549B 1 . � • • • - • • �;�, � II _- - `! � �ore power High E , .a�,E i� ffrcier��y , . �� : H i h erforma nce r*** "'�`'"`"`�"-' � P u C Effleient ux M aunli�ht due ro aleo's commitment to strong performance makes �� unique combinaUon of motluk components this module even more efficient through a unique combination of components.Whether it's standing Efegant design up to strong winds,heavy snow loads,salt mist, �#I g�ck frame,Alack cells and bWck back aheet or agricultural ammonia emissions,the S_79 ulr delivers great energy yields over the long term, � Everything from even under the harshest cor►ditions.Independent � e s+ngie eource Syatem qanning support, institutes have confirmed and certified their qual- frnencing,crainiog,as weu as ity.The S_79 ulr is distinguished by its attractive +�dusay-�eading baiance ot all-black design. aleo modules are sorted with a system componenta positive power classification.The aleo solar output � �amprehens�ve warranty Is for 25 years,while the product war- �� q��ty management �♦ ProducNon i�eceardenee wkA ranty is for 10 years. ��cer�ea,ei yuairey and envlronmental atandarda auch as ISO 9001 and ISO 14001,as well as strict Utemal Inspectfons � Worldw�de distribution and certifications CSA(UL 1703 3rd Ed and ULC/ORU-C1703-Ot) 4DE(IEC 61215 Ed.2, IEC 61730-1 Ed.1 and IEC 61730-2 Ed.1�. California Energy Commisaion Osting Our moduks-Qualky you can depend on CE � ��,� � , . �. _ � _ _ 0. pi :f 1 • � • - - � . - .� Rated power P� (VIIJ 255 260 Rated voltage V� (Vj 31,3 31.3 Rated current I� [A) 8.16 8.30 Open�ircuit voltage Va [VJ 38.1 38.2 Short�ircuit current Ix [Aj 8.61 8.76 Efficiency � (KJ 15.5 15.8 Electrical values measured under standard test conditions(STC): 1000 W/m=;25°C;AM 1.5 � .� Power P� (VJJ 184 188 Voltage V„� (Vj 28.2 28.3 Current I� [AJ 6.54 6.65 Open-circuit vottage Va m 34.9 35.0 Short-circuit current Ix [A] 6.94 7.05 EFficiency � �X) 14.0 14.3 Electrical values measured under nominal operating conditions of cells:800 W/m';20°C;AM 1.5;wind speed t m/s NOCT:49°C(nominal operating cell temperature) Reduction of STC e�ciency from 1000 W/m' (%� <4 Length x width x height �in�]((mm�]) 65.35 x 38.96 x 1.97(1660 x 990 x 50) to 200 W/m' rel. yy��t �Ib]([kgJ► 44.09(20) Classification range{positive classification) �W] 0/+4.99 Number of cells 60 Cell size �in�(�mm��) 6.14 x 6.14(156 x 156) CeII material Monocrystalline 5i Max.pressure load on module (Ib/ft��((Paj) 173(54Q0) Front sheet Solar glasa(7SG) Max.suction load on module (Ib/ft�]((Pa]) 113(5400� Back sheet Polymer sheet Maximum system voltage(UL/IEC) (V�) 600/ 1000 Frame material AI alloy Reverse cuRent load Iq (A] 15 Snow and ice load tests surpass the approved standard Length x width x height �in3)(�mm3j) 5.55 x 3.96 x 1.1(141 x 101 x 28) IP class IP65 1st temperature ccefficient a(lu) (96/K) +0.04 Cable le�gth (inj((mmJ) 47.24(+j,31.5(-)(1200(t),800(-)) 2nd temperature ccefficient Q(Va) �%/K] -0.31 Connectors MC4 3►d temperature ccefficient y(P�) [%/KJ -0.44 Bypass diodes 3 Measurement tolerooce ot Pw under STC-3/�3%�Accwaey of ot�er electrical values-10/+tOX�EHiciency relating to groas module area � - - 38.98(990} 1.97(50) 37.40�950) i ff TINMMMMI a� ag .� � INMNNMI - " - ` IMMNMNI � I M M M M M I � IMMNMNI �o �-► �� IMMMMMP �m 3,.so � - � I M M N N M I� �e�� +� �I N M M M M I�� a - 47.24 a o 1 I N M M M N II �� •� �t20°� �• �; � Guarantee conditions can De accessed oNine�SuDjed to correctiona and updates�EN�US�US�Ol/2013�S 79 Wr.21/.31 255-260 W O Mso aolar AG�GewerD�ebkt Nord�ManurFlikxmSMaBe 1 � 17291 Prenzlsu I Germam � DPW SOLAR � � PREFORMED LINE PRODUCTS _' � �' .r . � � ,,, � � t e��`�.'i Y ��y jy'.�'_ ..*„�,_ �..y ..� . � s TM �`��5 _ POWER RAI L P8 �� ;�.- .. Longer Span PV Mounting System a�-- � *� `� � � •� �;, C : _ ,� 1'�`..,,.. > , - .: � . i.<''✓':j4� � �y '� � 1:�•'�"2 �Y,:'�h..�i �.. .. �4�,;�yn'� .t �'J�y}$J�r.�.+2 A F'a � . •.�-� Z:� ��'-. '� � S��1 J �{' {. .�' �"1�„1 � �,r^".�l� � �C�.'�I T,� /y�.� ^' Y k•�. �Y�� -�58 � � ��Y �a ., ..��;f � �,7�� ., �,r i.}. �•��„v..?} ,�, H�,�;,"� �#� ..�r./�, ��;� : �`.�� q�� f ;�; �� ` r � � "�`f� , 3 � ,. � .r �. � �.. .. _ , >> _ , � �'� . � _ .R I� __ . �r��l I �� °�-:4 � � t �� ` � � w� �'�, ;;� � � � i �� _ � �� ,� '.�'�� R , .�_ .,� � : ,� ,Y ., ;�� :�°� �; � COMMUNICATIONS � ENERGY � SPECIAL INDUSTRIES SOLAR � _ � ` �� ' . < .„_ ��'� � �P�—WE _F o �::-� r � ,.. - ��,0 R AB � .� Quality Hardware for the PV Industry � :-.� F`�. �'�"' I � � �: y'�� POWER RAILTM P8 Solar Mounting System � PV module mounting system engineered to reduce installation costs - " �=�`�` _ and provide maximum strength for longer span,parallel-to-roof or tilt up --. ..,. - � -�� mounting applications. `"�" °` °"""° The Power Rail P8 top-clamping mounting spanning P8 rail reduces the number of system is designed with the professional roof penetrations and also features an PV solar installer in mind.The high strength integral wiring channel for securing cables top-clamping system features an easy and providing a professional finish.The P8 � to slide carriage bolt or the revolutionary mounting system features the same field � RADT"^ Fastener for faster bolt placement. proven mounting supports from the Power The unique shape of the RAD provides an Rail family, designed for secure and water anti-rotation feature, locking the bolt in the tight attachments to any style roof. � proper orientation when installed.The long " � Features ;, ,e , � High Strength, Reliable Design Flexible Mounting Options .� ., • Capable of longer span and • Top or bottom module clamping options cantilevered distances—less ■ Height adjustable"L"mounting feet roof penetrations � • Tilt Legs up to 25 degrees • Engineered profile for maximum <� strength to weight ratio • Solid Aluminum Power PostT"' � « • stanchions - �� Structural Aluminum construction and � corrosion resistant • Easy FeetT"' attachment anywhere � � �- �. on metal or composite roof decking • High Strength stainless steel module clamps and hardware • PV Flashing hardware � Reduced Installation Time and Costs �*� • Longer spans—less mounting supports • Single Tool Assembly—all 5/16" f " hardware Standard Rail Lengths • RAD Fastener for quicker bolt placements Part# Length � • Top-Clamping design for easier access P8-84 84" P8-126 126" • Integral Wiring Channel for faster securing of cables P8-162 162" PS-204 204" • Standard lengths up to 27 feet P8-240 240" ppweliminate costly rail splices S 0 LA R � pEo B Integral module grounding P8-282 282„ PS-324 324" � PREFORMED P8 Rail—Span and Cantilever Distances (inches) LINE PRODUCTS SPAN/ SNOW LOAD(PSF) 4000-B Vassar Drive NE C'VER 0 10 20 30 40 50 60 70 SO 90 100 Alb�querque, New Mexico 87107 90C 96/48 92/46 80/40 72/36 66/33 62/31 58/29 52/26 50i25 46/23 44/22 USA 0 100C 88/44 86/43 76/38 68/34 64/32 60/30 56/28 52/26 50/25 46/23 44/22 Telephone:800.260.3792 W 110C 80/40 80/40 72/36 66/33 62/31 58/29 54/27 52/26 50/25 46/23 44/22 Fax:505.889.3548 Web Site:www.DPWSolar.com can a 120C 74/37 74/37 68/34 64/32 60/30 56/28 52/26 50/25 48/24 46/23 44/22 E-mail:infoC�power-fab.com z� 130C 68/34 68/34 66/33 60/30 56/28 54/27 52/26 48/24 46/23 44/22 44/22 �zo�o Preformed�ine Produas 3 140C 64/32 64/32 62/31 58/29 54/27 52/26 50/25 48/24 46/23 44/22 42/21 Pnnted in U.S.A. SL-SS-1082 150C 60/30 60/30 60/30 56/28 52/26 50/25 48/24 46/23 44/22 42/21 42/21 10.10.2M Exposure C Category,please refer to design guidelines and ASCE requirements for more information. EVALUATION REPORT � � E� 0 � � 0 ^� Report Number: o2as - R A C K I N G Originally Issued: 08/2012 �`` �""`°`°�.`�".`.��..'"" Valid Through: 08/2013 W W W_O R 1 O N R A C K 1 N O.G O M Division: 06—WOOD AND PLASTICS 3.0 DESCRIPTION Section: 06060—Connections and Fasteners 3.1 General Description REPORT HOLDER: EZ Roof Mount L-Foot Kit consists of 5 basic Orion Solar Racking components: (1) shoe assembly with captive waterproof 2910 Vail Ave. washer, (2) lag bolt to fasten through the shingles to the Commerce, CA 90040 roof rafter, (3) flashing that is placed under the row of shingles above the shoe and then over the shoe, (4) L- EVALUATION SUBJECT Foot that is placed over the protruding shoe threads and (5) hex cap that is secured on to the shoe. See Orions EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2. Roofs 3.2 Materials 1.0 EVALUATION SCOPE: EZ Roof Mount is fabricated from aluminum. Shoe 1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alloy with dimensions of 2.80 inches in diameter and 1.00 • 2009 International Building Code� inches in height. It is held in place using one 5/16 inch • 2009 International Residential Code� diameter lag bolt that is 4 inch in length and made of • 2006 International Building CodeO stainless steel. Flashing is fabricated from sheet • 2006 International Residential Code� aluminum with dimensions of 10.0 inches in width, 12.5 inches in length and 0.04 inches in thickness. 1.2 Evaluated in accordance with: L foot is made from 6063-T6 aluminum with dimensions • Evaluation Criteria for Joist Hangers and of 2.00 inches in width, 3.00 inches in height and 0.24 Miscellaneous Connectors (IAPMO ES EC002- inches in thickness. It contains a 0.375 inch diameter 2011), Approved March 2011 round hole with a 0.83 inch diameter chamfer (in base) • Acceptance Criteria for Roof Flashing for Pipe that is located in the center of the base leg. One slot Penetrations (ICC-ES AC286), Approved April 2010 measuring 1.64 inch long by 0.40 inch wide occurs in the center and is located 0.30 inches from the top edge 1.3 Properties Evaluated: of the vertical leg, which has a scallop front and rear face. See Table 2 for component material properties • Structural and figures. • Weather Protection 4.0 DESIGN AND INSTALLATION 2.0 USES 4.1 Design EZ Roof Mount L-Foot Kit for Shingle Roofs is used to Tabulated allowable loads shown in Table 1 of this mount solar systems and other rooftop devices such as report are based on allowable stress design (ASD). satellite dishes on asphalt shingle roofs with wood Adjustments to these values are required for wet rafters underneath. service conditions, sustained exposure to elevated EZ Roof Mount is specifically designed to be used for temperatures, use with fire retardant lumber or with installation of solar panels for electric or hot water lumber whose specific gravity is less than 0.55 production on roofs with slopes from 3 to 12 units (Southern Pine). Allowable values based on fastener vertical in 12 units horizontal. strength may be adjusted for duration of loading. See footnotes of Table 1 for more detailed explanation. Page 1 of 4 Copynght m 2012 by Intemational Association of Plumbm9 and Mechanical Officials.Ali nghts reserveC.Pnntetl m the United Sfates.No part of this publicaaon may be reprotluced,stored in - ; _ an electronlc retrieval system,or Vansmitted,in any form or by any means,electronic,mechanical,photocopying,recording,or otherwise,without the pnor written permission of the ��a pudisher.Ph:1-877-41ESRPT•Fax:909.472.4171•Web:www.ianmoes.ora•5001 East Philadelphia Strcet•Onlano,Califomia 91761-2816—USA . ,� 05 N 4th ST,SUITE 5 29029 UPFER BEAR CRK RD.�308 CARBONDALE,CO 81623 EVERGREEN.CO 80439 (970)618-7708 (303)670-0028-phlfax STRUGTURAL DESIGN �a��9ss-o2�s-Fqx ��zo�szs-szo--�zii ,,,.�.�� a�,r,,�.��_ April 17,2013 Isaac Ellis Sunsense Inc. P.O. Box 301 Carbondale,CO 81623 RE: PV Panel Addition at the Pierce Residence 2730 Bald Mountain Road Vaii,CO 81657 Dear Isaac: As requested we have reviewed the proposed photovoltaic panel addition at the residence noted above. Our analysis is based upon the original drawings and specifications provided by Sunsense on April 10,2013. We have also reviewed the existing roof framing based upon existing structural drawings provided by Venture Architecture,designed by Engineering Designworks dated Apri14,2012. The existing conditions shall be verified by contractor prior to construction. We shall be notified if conditions are found to differ from that shown on the referenced set of existing structural drawings or as stated within. The applicable current codes are the 2012 International Residential Code and the 2012 International Building Code per the Town of Vail. The applicable structural design criteria are as follows: Roof Dead Load 20 psf(assumed, including 3 psf PV panel&rack) Roof Snow Load 80 psf at modified roof area(7:12 w/slippery surface at panels) Wind Criteria 90 mph,Exposure B The existing roof framing is assumed to be 5/8"APA rated sheathing,40/20,spanning perpendicular over 11 7/8" 1 joist or LVL rafters,spaced at a maximum of 24"o.c. The sheathing is assumed to be attached to the rafters with 8d common nails at 6"o.c.at panel edges and at l2"o.c.to intermediate framing members. The design of the panels,the panel racks and connections between shall be per the manufacturer for the applicable design criteria. For the layout and attachment of the racks to the roof refer to the Sunsense Fastening Layout on P-O5,dated April 8,2013. Orion EZ Roof Mount L- Foot Kit for shingle roofs shall be used for the connections to the existing roof, installed per manufacturer. Each circular base plate shali be attached with(4)#12 x 2 '/<"Dekfast screws. Screws shall have a minimum '/4"through sheathing penetration and(2)screws shall penetrate an existing rafter'/2"minimum. The center of the L-Foot base plates shall be located over the rafters,with a maximum tolerance of 1 '/z"to the center of rafter. Per the design criteria,assumptions and recommendations stated above,it is our professional opinion that the existing roof structure is adequate for the proposed PV panel addition. Should you have any further questions regarding this matter,please feel free to contact our office. Sincerely, Evolve Structural Design LLC ��p0 U�E�'� ��......�� o...• M. AI�c..Fo �_�� : i 43316 ,i A��-�',�„J�1� .:��,`` .��'•••.......• � Sara Mickus, P.E. �SS/�NAL�N Principal �� 3� — � �; 3� . -_ 06-28-2013 Inspection Request Re orting Page 20 Requested Inspect Date: Monday,July 01 2013 Site Address: 2730 BALD NIOI�NTAIN RD VAIL A/P/D Information Activity: B13-0153 Type: COMBO Sub Type: OTHER Status: ISSUED Const Type: Occupancy: Use: R-3 Insp Area: Owner: PIERCE,CRAW FORD ROGER&LIV SVERRE Applicant: PIERCE,CRAWFORD ROGER&LIV SVERRE Contractor: SUNSENSE INC Phone: 970-963-1420 Description: INSTALLATION OF FLUSH ROOF-MOUNTED PHOTOVOLTAIC SYSTEM(SOLAR ELECTRIC). Comment: SCANNED APPLICATION. ROUTED TO G-1 (NEEDS TO GO TO PLANNING ONCE DRB APPROVES).- DRHOADES Comment: DRB OBTAINED W ILL PLACE IN PLAN CHECK STATUS TODAYS DATE FOR SUBMITTAL- JMONDRAGON Comment: emailed contractor ready for pck up-MHAEBERLE Comment: e-submittal recieved rev�sed solar module la out to reflect fire code. scanned to laserfiche.-CGODFREY Comment: emailed corrections to contractor-MHAEB�RLE Requested Insaection(s) Rem: 190 ELEC-Final Requested Time: 03:30 PM Requestor: SUNSENSE INC Phone: 970-963-1420 Comments: -8077 Assigned To: D N Entered By: JMONDRAGON K Action: Time Exp: Rem: 90 BLDG-Final Requested Time: 08:00 AM Commen�s: 274 g07jSE I Phone: 970-963-1420 Assigned To: S Entered By: JMONDRAGON K Action: Time Exp: Ins�ection Historv � � � �� ftem: 120 ELEC-Rough Item: 190 ELEC-Finaf Item: 90 BLDG-Final Item: 70 BLDG-Misc. "Approved" 06/27/13 Inspector: sgremmer Action: AP APPROVED • Comment: roof mounts for panels f a REPT131 Run Id: 14682 4 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ,. ��o��,�� Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B13-0153 Project #: PRJ13-0173 Job Address: 2730 BALD MOUNTAIN RD VAIL Applied.....: 05/07/2013 Location......: Issued. . . : 06/17/2013 Parcel No....: 210103403019 OWNER PIERCE, CRAWFORD ROGER & LIV 05/07/2013 2730 BALD MTN RD A VAIL, CO 81657 APPLICANT PIERCE, CRAWFORD ROGER & LIV 05/07/2013 2730 BALD MTN RD A VAIL, CO 81657 CONTRACTOR SUNSENSE INC 05/07/2013 Phone: 970-963-1420 SCOTT ELY PO BOX 301 (1629 DELORES WAY, STE E) � CARBONDALE CO 81623 License: C000003644 Description: INSTALLATION OF FLUSH ROOF-MOUNTED PHOTOVOLTAIC SYSTEM (SOLAR ELECTRIC). Occupancy: R-3 Type Construction: VB Valuation: $12,795.00 ..............,�,................_..............,......,,,,,._...,.,.,,,,........... FEE SUMMARY ,....>....«....,�.,..,.,.«.......,.......,....�,,..........._................,.... Building Permit-----------> $223.25 Bldg Plan Check----------> $145.11 Use Tax Fee-----------------------> $55.90 Electrical Permit---------> $488.75 Elec Plan Check-----------> $317.69 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00 Additional Fees--------------------> ($674.80) Plumbing Permit--------> $0.00 Plmb Plan Check---------> $0.00 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $5.00 � TOTAL PERMIT FEES--------------> $560.90 Payments-------------------------------> 5560.90 BALANCE DUE------------------------> $0.00 «..........................»......,,....»,.,,<..............................,,.........................,,....x.x......................._,....,....,.,.........,...=.,x........_,......... DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM -4:00 PM. combination permit_012811 r ' # T��F�.� 1 •rtxx+4frt�kM'#"kww x!t`f41'1rh'k#w it kw#1(tRkN#teYryrY(+k�t xlertAit#i1'hYr+A"kwx�rt4fY'YertRAxw�I4Rh#rtfhkYrt�f frilftYeYrYeYete+lxfrf*fltY`9Yr'kit*wwl�ftri(YwwwYrtF�R4f(kf�,FrtAIIfrffi`iM'trhYrttrt#*�rt'k�A'YrYrwxR##�kYrYeYe�tx**1`Yr#�f rtXf#44#YIrt�,F'Rw4#44Y`i1'• CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF � Permit#: B13-0153 Address: 2730 BALD MOUNTAIN RD VAIL Owner: PIERCE, CRAWFORD ROGER & LIV SVERRE Location: ,.....,..x........................................,...x,............,........,.....,......,..,..,.,.,...�..,,..,.................«.......,....,...,................,........,,,.,.,:» Cond: CON0013244 The applicant shall paint all mouting hardware and conduit associated with the solar panels on the roof flat black prior to requesting final planning inspections. Cond: CON0013245 The applicant shall paint the conduit and electrical service boxes to match the color of the facade material upon which it is mounted prior to requesting final planning inspections. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 combination permit_012811 . � �� y «�*«****,t.********«ww.+*******«w,rx,ttr**rt****«*«*,ttt,t,t,t*««*******t*�«w,t,t******«*..*.*r*««*««**«t***r***«x,tt*w*««««*t**r**,t««w+*.+r*««rw.tr*,tt*w*****+nt««« REQUIRED INSPECTIONS AND STATUSES Permit#: B13-0153 Address: 2730 BALD MOUNTAIN RD VAIL Owner: PIERCE, CRAWFORD ROGER & LIV SVERRE Location: .***.,******«*,.****.******«***************«�.,*********«*«*.,*.****«*******.****.,***„*,,,,�x***«*««***.,,,******«*****.*****��*****«********„*�*«***.**.,*.,«„ Item: 00120 ELEC-Rough Item: 00190 ELEC-Final Item: 00090 BLDG-Final combination permit_012811 �**********************************+********************************************+*********** TOWN OF VAIL, COLORADO Statement *********************************************************++******+*****+******************** Statement Number: R130000813 Amount: $360. 90 06/17/201302:01 PM Payment Method:Credit Crd Init: CG Notation: VISA S HAINES ----------------------------------------------------------------------------- Permit No: B13-0153 Type: COMBINATION BLDG PERMIT Parcel No: 2101-034-0301-9 Site Address: 2730 BALD MOUNTAIN RD VAIL Location: Total Fees: $560. 90 This Payment: $360. 90 Total ALL Pmts: $560. 90 Balance: $0.00 ****************�******************************************�************+******************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 360. 90 -----------------------------------------------------------------------------