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Home My WebLink About4100 Balsam Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: IF�T Job Address: 1 =u `>G Permit Number: U t -f o - 7. 44 c,Z_ ❑ No one available for inspection: Time - > ) �,-_VI M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: DO NOT REMOVE THIS NOTICE 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: `� F c lylg -P-,p Job Address: y 10C Qm 5 Permit Number:?Z%/ :G, '- ❑ No one available for inspectio Time #Uu AM/PM Re -Inspection required: Yes o When corrections have been made, call for ,r�e,,-insplelction at 303-234-5933 Date:-/ .� Inspector: /// .//T DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �� SSO n 5 I Pl P/s Job Address: la) Qelsam Sfl Permit Number: -20I 002C102 ❑ No one available for inspection: Time 2AN�qM Re -Inspection required: Yes 61 When corrections have been made, call for re -inspection at 303-234-5933 Date: j It V 10 Inspector:_ ba4e Lvvc-,t�- DO NOT REMOVE THIS NOTICE City of Wheat Ridge ' Residential Patio Cover PERMIT - 201802402 PERMIT NO: 201802402 ISSUED: 10/18/2018 JOB ADDRESS: 4100 Balsam St EXPIRES: 10/18/2019 JOB DESCRIPTION: Install grid tied solar patio; 435 sq ft *** CONTACTS *** OWNER (720)235-2908 PACELLO MICHAEL SUB (720)729-8777 Brian Cullen 180188 CAM Solar Inc GC (970)619-8280 Jeff Staley 180297 Rising Moon Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 30,912.00 FEES Total Valuation 0.00 Plan Review Fee 332.18 Use Tax 649.15 Permit Fee 511.05 ** TOTAL ** 1,492.38 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. Structure cannot be enclosed. City of Wheat Ridge 1'' Residential Patio Cover PERMIT - 201802402 PERMIT NO: 201802402 ISSUED: 10/18/2018 JOB ADDRESS: 4100 Balsam St EXPIRES: 10/18/2019 JOB DESCRIPTION: Install grid tied solar patio; 435 sq ft 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 non%it. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pe r d nd that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or NTRACTo Circle one) Date 1 _ This permit was issued base on t e 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 of p rmit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable c or any ordin a or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Builling Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat �dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(abci.wheatridge.co.us FOR OFFICE USE ONLY Date:_/ lu Plan/Permit # o ► l 0 0 Plan Review Fee: s 33) VC . 1 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: L')) 00 U4 13,, +-t j' Lt)Le_'+- U, C b )�'cz 33 Property Owner (please print): M I Ctrl Q e ?q cc- Phone: '70 09 a i09 Property Owner Email: A'T 1 "� cc (6 '!,: � , �a•� Tenant (Commercial Projects Only) All Property Owner Mailing Address: (if different than property address) Address: 5 Cl v CiS fbu!,< City, State, Zip: ArchitectlF_ngineer: ACk✓44Ac.A sesta Sale«,, ovaU OA Architect/Engineer E-mail: /I/ti/4 C Y4-a.`o'q Phone: � -7'T-) Contractor: C A M 5c; A r, r City of Wheat Ridge License M �0 1 rt� Phone: 720 5-1) % Contractor E-mail Address: r Ar (5CA (274 &<�:' C cH 3 GI 4jA For Plan Review Questions & Comments (please print): CONTACT NAME (please print): "JG•'► C -r )s &I Phone: 7,305-111 P,17 CONTACT EMAIL(p/ease print): ZG"16o1 A v Sub Contractors (Must provide Wheat Ridge License No.): Electrical: (,Ael Plumbing: Mechanical: W.R. City License # I a (fig W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑COMMERCIAL [,RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new conditionj, appliance size and efficiency, type and amount of materials to be used, etc. T - 'J 5'l'g� 1 4 I t `''X Y ''^46- 'C.+,:. so (�,+ �5 1' 1 O l✓ t 41 3 7� 3 /"�%•+ 1 p„54.5 ctbc-,-i- 9 '�s 5%-�* Commercial Projects Only: Occupancy Type: Sq. FULF Amps BTUs Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 30. cli '� .Oct OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made arc 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 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. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (Cl}A' AACTOR) or HORIZED REPRESENTATIVE) of (OWNER) (CONTR4CTOR) Signature (first and last no Printed Name: DATE: 6-'50-(0 DEPARTMENT USE ONLY ZONING COMMMENTS: ?&PD( Q .Z, / M ptA pj� • 1&-i gAUq OCCUPANCY CLASSIFICATION: _ Reviewer: Fc—(Z— � ” � CONSTRUCTION TYPE: BUILDING DEPARTMENT COMMENTS: Reviewer: 7 PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: a / / Or W, City of X)Vh6at P MUNn-Y DEVELOPMENTF-�� SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. Subcontractor's City, of Wheat Ridge License number must be provided in the applicable space. This form will not be accepted with missing information. Project Address: 4280 Reed St Wheat Ridge, CO 80033 Permit #: General Contractor: . ..... Rising Moon Construction Contractor Company Name.• Rising Moon Construction State License #: Wheat Ridge License #: 180297 .at Signa ure of Authorized Agent Plumbing Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Company Name: Wheat Ridge License #: Signature of Authorized Agent Phone #: 970-619-8280 Master #: (required field) 10/17/18 Date Phone #: Master _(required field) Date Phone: (required field) Date City of ' Wheat , idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. August 31, 2018 CAM Solar Attn: Jon Carlson 3443 S. Galena Street #170 Denver, CO 80231 DELIVERED VIA EMAIL jcarlson@gocamsolar.com Re: Plan # 201802402 Dear Mr. Carlson: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is concerning your application for a solar patio on property located at 4100 Balsam Street. Your submittal has been reviewed by the Planning Division, and has prompted the following comments. Please note the Planning review is only one step in the process. Comments from the Building Division may also need to be addressed. Planning Division comments are as follows: • The property falls within the Residential -Two (R-2) zone district which requires a 25 -foot setback for all frontages which abut a public street. For this property, 25 -foot setbacks are required from both Balsam Street and 41' Avenue. • The proposed patio is shown to be 14' 1" from the property line. • The Code does permit encroachments into the front yard setback for patio covers which are open on at least two (2) sides (Section 26-611). The allowable encroachment is 8 feet. • As such, the patio cover must be setback at least 17 feet from the property line to be compliant with the R-2 standards, and the encroachments allowed by Section 26-611. Thank you, PM Zack Wallace Mendez Planner II 303-235-2852 zwal1ace@ci.wheatridge.co. us cc: Address file (4100 Balsam Street) Plan # 201802402 www.ci.wheatridge.co.us 919!13 WwOons ill 1. Fill in the blanks with dimensions and materials which 4111 O5 will be used to build the structure. Please print legibly. �t"t `' `d''�" C 6 �� 3 �> 2. Indicate in the check boxes which details from page 4 will be used. Please note if any of the sides of your carport addition are closer than 5'-0" to the property line, that side of the carport must be enclosed with a solid 1 hour fire rated wall as shown in Alternate Details B and C. You must however, keep at least two sides of the carport open to conform to the building code requirements. Zoning approval is required. $. Roofing to be installed per manufacturer's instructions, including low slope application and required inspections made. Roof covering, Q y (exampid: Claw A 3 tab shingles) Size and Amount of Lags (example: Two 1!2'x4112* lags ® WO.C.) '3atio Section i ........ . ............... RnT A vide detaiO Existing building Maximum rise 7 3/4" at top of door threshold Underlayment -- exampfelt ift 199") 12 pitch I I- 0 Alternate B 0 Alternate C (sem Page 4) Isolate from Slab Slope Concrete Slab ' Minimum Diameter Pier 8" (size determined by load) This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Sheathing examp exterior 2x2rrafters spaced' O " O.C. (example. 2 x 8 rafters spaced 2V -0—C.) Note: Walls, posts, and overhangs closer than 5'to the )verhang property line to be 1 hr. rated No closer than 2 feet • to property line Beam splices to occur over posts with 1 1/2" bearing •••• CU x ''J "beam] Span n (example: 12'0') 6'-8° `i-,14 Siding minimum (for AUemate8only) '' 3 "x 3 "posts (example: 4•x4) �� f 1Gt spaced ► apart 3'-0" (example: 6� minimum Footing "xA" .• • (for ABemate C ony) Existing roof rafters or trusses Galvanized metal joist or rafter hangers Extend undedayment from new roof a minimum of 18" onto existing roof �— Remove existing fascia Cont. 2x ledger Secure ledger to wall with lag screws @ 16" O.C. a Locate lag screws to penetrate top plate or studs Note: Remove brick veneer at top of wall Existing wall before installing continuous 2x ledger ME I Solid 2x blocldng on 202 or greater �— Roof tie downs required Galvanized metal post/beam connector Treated or decay resistive post Minimum 3 1/2" Galvanized concrete slab 1" column base w/ 1" spacer to concrete Isolate Anchor bolt 7" minimum from Slab penetration building Anchor bolt department for minimum swelling soils. 7" minimum 8„ minimum 4 3'-0" penetration diameter !.' minimum concrete caisson .>f: 1� This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Lap underlayment a minimum of 18” under existing roofing felts Solid 2x blocking on 2x12 or greater �— Roof be downs required Existing wall Existing Roof (remove existing Cont. 2x6 secured to existing roof with fasteners at each rafter or truss Solid 2x fire blocang on 2x12 or greater Roof tie downs required 518" type "X" exterior gypsum sheathing Galvanized metal post/beam connector No closer than 2 feet to property line 9/9/13 2x facia Exterior siding Infill between posts w/ Ws @ 16" O.C. Bottom plate shall be treated wood Minimum 3 1/2" concrete slab / 11 Isolate Two layers of 5/8" type "X" exterior gypsum board soffit Less than 5' to property line Infill between posts w/ W's Q 16" O.C. Galvanized column base w/ 1" spacer to concrete from Slab Anchor bolt 7" minimum Check local penetration building 3'-0" department for minimum swelling soils. caissons may be required. Footing SUIN, StTRONG EfflTu��?�.R! Structural Calculations for Solar Patio Structure at: 4100 Balsam St Wheat Ridge, CO 80033 Job: Pacello, Michael Design Criteria: 1 - Code: INTERNATIONAL BLDG CODE 2015 2- Wind: 140 MPH, Exposure: C 3- Snow: 35 psf 4- SITE CLASS D, SEISMIC DESIGN CATEGORY B 5- Aluminum Patio Manufacturer: C-Thru 6- Ultimate strength concrete: 2500 PSI (min) 7- Soils Min. Bearing Pressure: 1500 PSF per CBC 2016. CH. 18. Per approval of Bldg Dept. Soils and Geology: Soils Report by: N/A Notice: Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon, photocopy is void. Contractor/Client to verify existing dimensions/conditions prior to construction. The use of these calculations is solely intended for the above mentioned project. Gi4v of vmcok 090 gui16%n9 Diision v 949.254.2751 1 nwtruong@yahoo.com 3000 E. BIRCH STREET, SUITE 201, BREA, CA 92821 8/8/2018 ABBREVIATIONS I SCOPE OF WORK & CONSTRUCTION NOTES I PROJECT LOCATION ABV ABOVE M PHOTOVOLTAIC MODULE N-001 AC ALTERNATING CURRENT MT ELECTRIC METER RACKING LAYOUT AF AMP FRAME NEG NEGATIVE E-001 AHJ AUTHORITY HAVING JURISDICTION NO. NUMBER ITHREE LINE DIAGRAM AL ALUMINUM NTS NOT TO SCALE a AS AMP SWITCH 0. H. OVERHEAD B.C. BONDING CONDUCTOR PB PULL BOX C CONDUIT PH PHASE CB COMBINER BOX PNL PANEL BOARD C.B. CIRCUIT BREAKER POS POSITIVE CGOM CUSTOMER GENERATING OUTPUT METER PV PHOTOVOLTAIC CKT CIRCUIT PVC POLYVINYL CHLORIDE (CONDUIT) COND. CONDUCTOR RMC RIGID METAL CONDUIT DCB DISCONNECTION COMBINER BOX SS STAINLESS STEEL DAS DATA ACQUISITION SYSTEM ST SERIES STRINGS OF PV MODULES DC DIRECT CURRENT SWBD SWITCHBOARD DWG DRAWING XFMR TRANSFORMER (E) EXISTING TYP TYPICAL EG EQUIPMENT GROUND UL UNDERWRITERS LABORATORIES EMT ELECTRICAL METALLIC TUBING UGPS UNDER GROUND PULL SECTION GALV GALVANIZED LION UNLESS OTHERWISE NOTED G.C.C. GROUNDING ELECTRODE CONDUCTOR V VOLTS GFI GROUND FAULT INTERRUPTER VNEM VIRTUAL NET ELECTRIC METER GFP GROUND FAULT PROTECTION VOC VOLTAGE OPEN CIRCUIT GND GROUND W WATTS OR WIRES HV HIGH VOLTAGE WP WATERPROOF IMP OPERATING CURRENT MAXIMUM POWER W/ WITH JB JUNCTION BOX W/O WITHOUT CONDUIT DROP/RISER DC C - EQUIPMENTTAG 0 REVISION DELTA 0 CURRENT CONDUCTOR AC ---------- CONDUCTOR TAG f_1 SHEET NOTE [1,2,3,...1 0 CURRENT CONDUCTOR --------- METER TAG [V/M/A) O SITE/ROOF ACCESS Q GROUNDING CONDUCTOR ------------- II PARCEL MAP 0► 1 City 0( J00:w APP,iiOVEO J Ae awsncr quo ree,�+r oroa►a+rdr� M/aMpibeiaw sM11 Jwe be ooenwa�o , r w o�prowra� M �iebWe N w�fiEie Piowstaa Ndie er�y oa3r aW�r ci►��- �� rNA-ftwon*mow*/go-k"-cl werfflwas"awea+w tomr~0fora m offt Cay %W rot k va" SCOPE OF WORK: 5.15 kW PV SYSTEM, PATIO COVER MOUNTED SYSTEM TO BE GRID TIED WITHOUT BATTERY STORAGE 1. ROOF COVERING SHALL BE CLASS A, IN NON -DETERIORATED STATE AND MAX 2 ROOF LAYERS. 2. ROOF ACCESS SHOULD BE DEFINED AS AN AREA THAT DOES NOT PLACE LADDERS OVER OPENINGS (I.E., WINDOWS OR DOORS) AND ARE LOCATED AT STRONG POINTS OF THE BUILDING CONSTRUCTION AND IN LOCATIONS WHERE IT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES, OR SIGNS. (IFC 605.11.3.1) AHJ MAY ALLOW AN EXCEPTION. 3. LOCATION OF DC CONDUCTORS (IFC 605.11.2) 3.1. CONDUIT, WIRING SYSTEMS, AND RACEWAYS FOR PHOTOVOLTAIC CIRCUITS SHOULD BE LOCATED AS CLOSE AS POSSIBLE TO THE RIDGE OR HIP OR VALLEY AND FROM THE HIP AND VALLEY AS DIRECTLY AS POSSIBLE TO AN OUTSIDE WALL TO REDUCE TRIP HAZARDS AND MAXIMIZE VENTILATION OPPORTUNITIES. 3.2. CONDUIT RUNS BETWEEN SUB ARRAYS AND TO DC COMBINER BOXES SHOULD USE DESIGN GUIDELINES THAT MINIMIZE THE TOTAL AMOUNT OF CONDUIT ON THE ROOF BY TAKING THE SHORTEST PATH FROM THE ARRAY TO THE DC COMBINER BOX. THE DC COMBINER BOXES ARE TO BE LOCATED SUCH THAT CONDUIT RUNS ARE MINIMIZED IN THE PATHWAYS BETWEEN ARRAYS. 3.3. TO LIMIT THE HAZARD OF CUTTING LIVE CONDUIT IN VENTING OPERATIONS, DC WIRING SHOULD BE RUN IN METALLIC CONDUIT OR RACEWAYS WHEN LOCATED WITHIN ENCLOSED SPACES IN A BUILDING AND SHOULD BE RUN, TO THE MAXIMUM EXTENT POSSIBLE, ALONG THE BOTTOM OF LOAD-BEARING MEMBERS. 4. CIRCUIT ROUTING. PHOTOVOLTAIC SOURCE AND PV OUTPUT CONDUCTORS, IN AND OUT OF CONDUIT, AND INSIDE OF A BUILDING OR STRUCTURE, SHALL BE ROUTED ALONG BUILDING STRUCTURAL MEMBERS SUCH AS BEAMS, RAFTERS, TRUSSES, AND COLUMNS WHERE THE LOCATION OF THOSE STRUCTURAL MEMBERS CAN BE DETERMINED BY OBSERVATION. WHERE CIRCUITS ARE IMBEDDED IN BUILT-UP,LAMINATE, OR MEMBRANE ROOFING MATERIALS IN ROOF AREAS NOT COVERED BY PV MODULES AND ASSOCIATED EQUIPMENT, THE LOCATION OF CIRCUITS SHALL BE CLEARLY MARKED. 5. NEC 690.31 REFERENCE (AS APPLICABLE): WIRING METHODS SHALL NOT BE INSTALLED WITHIN 10" (25 cm) OF THE ROOF DECKING OR SHEATHING EXCEPT WHERE DIRECTLY BELOW THE ROOF SURFACE COVERED BY PV MODULES ANDASSOCIATED EQUIPMENT. CIRCUITS SHALL BE RUN VERTICALLY FROM THE ROOF PENETRATION POINT TO SUPPORTS A MINIMUM OF 10" (25 cm) BELOW THE ROOF DECKING. 6. ALL EQUIPMENTTO BE LISTED WITH APPLICABLE UL (UNDERWRITERS LABORATORY) REQUIREMENTS, 7 THIS PHOTOVOLTAIC (PV) SYSTEM SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE (NEC) ARTICLE 690, ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS, AND THE RELEVANT CODES AS SPECIFIED BY THE AUTHORITY HAVING JURISDICTION'S (AHJ) APPLICABLE CODES. 8. THE UTILITY TO BE NOTIFIED AND INTERCONNECTION APPLICATION MUST BE APPROVED AND PV SYSTEM INSPECTED PRIOR TO PARALLEL OPERATION. PROJECT TEAM LIST CONTRACTOR: ELECTRICAL UTILITY: CAM Solar 3443 S Galena St #170, Denver, CO, 80231 CONTRACTOR LIC #: ECO101011 PHONE: 720-591-1127 CONTACT NAME: Jon Carlson PHONE: 720-591-1127 EMAIL: jcarlson@gocamsolar.com DESIGN BY: Jon Carlson PHONE: 720-591-1127 EMAIL: jcarlson@gocamsolar.com PROJECT DRAFTER: Advanced Solar Solutions 39650 Mallard Bass Lake, CA 93604 ADVANCED�/MI SOLAR SOLUTIONS PHONE: 559-321-7000 EMAIL: info@advpermits.com HOME OWNER PROJECT LOCATION: O Pacello, Michael 4100 Balsam st, Wheat Ridge, CO 80033 NORTH CONTACT NAME: Pacello, Michael PHONE: PROJECTAPN: EMAIL: Xcel METER NUMBER: PHONE: AUTHORITY HAVING u 1RlcnrrTlnnt. BUILDING: PHONE: ENGINEERED BY: Phong Truong 3000 E. Birch St., Ste. 201 Brea CA 92821 LICENSE #: C70784 LICENSE TYPE: Civil PHONE: (949) 254-2751 EMAIL: nwtruong@yahoo.com 1. PRIME CONTRACTOR / PERMIT APPLICANT SIGNER IS RESPONSIBLE FOR THE DESIGN AND SPECIFICATIONS OF THE PHOTOVOLTAIC SYSTEM INSTALLATION. PRIME CONTRACTOR/ PERMIT APPLICANT SIGNER WILL BE RESPONSIBLE FOR COLLECTION OF EXISTING ONSITE INFORMATION REQUIREMENTS TO DESIGN, SPECIFY, AND INSTALL THE EXTERIOR MOUNTED PORTION OF THE PHOTOVOLTAIC SYSTEM DETAILED IN THIS DOCUMENT. 2. ADVANCED SOLAR SOLUTIONS, INC IS RESPONSIBLE FOR APPLYING SUPPLIED INFORMATION INTO A SET OF PERMIT DRAWINGS. ANY CHANGES TO DRAWINGS ARE SUBJECT TO CONTRACT CONDITIONS BETWEEN THE CLIENT AND ADVANCED SOLAR SOLUTIONS, INC. IN ACCORDANCE WITH THE REQUIREMENTS OF THE AHJ. 3. UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM THE CONTRACTOR AND ADVANCED SOLAR SOLUTIONS IS A VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS. GOVERNING CODES APPLICABLE BUILDING CODES: 201 -5 -INTERNATIONAL BUILDING CODE —2et5-tNTERNATIONAL RESIDENTIAL CODE 29155 INTERNATIONAL FIRE CODE -2994 NATIONAL ELECTRIC CODE z i_4:L c'la 0!-7 !V aL DESIGN CRITERIA BUILDING OCCUPANCY: RISK CATEGORY: Risk Category 11 ASCE 7-10 WIND SPEED: 107 EXPOSURE CATEGORY: Exposure C SNOW LOAD: 30 SNOW EXPOSURE: N/A CONSTRUCTION TYPE: U Cft Of Wheat Ridge Runding D'msioo i4th Ave qY -s,4i Yi Ross Dress for Less 19 14100 Balsam Sheet w W a O LU LU¢ J CO W D = Ln F— W L.LJ W 0 U �i Ave SHEETTITLE r -I COVER SHEET N-001 GENERAL NOTES i. Ve',J!3;te I LJ 1 0 0 RACKING LAYOUT S-200 l� M ¢ E-001 EQUIP. CALCULATION E-002 0 E-003 ITHREE LINE DIAGRAM E-100 i4th Ave qY -s,4i Yi Ross Dress for Less 19 14100 Balsam Sheet w W a O LU LU¢ J CO W D = Ln F— W L.LJ W 0 U �i Ave SHEETTITLE r -I COVER SHEET N-001 GENERAL NOTES u Q rJH-' LJ 1 0 0 RACKING LAYOUT S-200 l� .� � Xi ¢ E-001 EQUIP. CALCULATION E-002 0 E-003 ITHREE LINE DIAGRAM E-100 ELECTRICAL LAYOUT P-001 0 a DYNAMIC PLACARDS t\ EQUIP.CUT SHEETS O \`1 J ki s 180 'A' 3Rt > cal Center L•J W1-1CAT P IDLE CONDOS 9fi D n 0 SHEET INDEX SHEET NUMBER SHEETTITLE PV -001 COVER SHEET N-001 GENERAL NOTES PV -100 PV ARRAY LAYOUT S-100 RACKING LAYOUT S-200 SECTION ELEVATION S-201 ATTACHMENT DETAILS E-001 EQUIP. CALCULATION E-002 WIRE AND COND. CALCS. E-003 ITHREE LINE DIAGRAM E-100 ELECTRICAL LAYOUT P-001 STANDARD PLACARDS P-002 DYNAMIC PLACARDS R-1xx EQUIP.CUT SHEETS M M 0 0 00 O V U V_ E: m � N ,D o CO V O 41 L w N V) LU LU z 0 p ¢ r� o N N h m N ti N ~ A CO 0 N o Q QJ �^ �' m 0 O U) U 'a0 0 0 0 1-10 U w GENERAL NOTES: DISCONNECTION AND OCPD NOTES: (/i W N1. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. D1. ALL DISCONNECTING SWITCHES WILL BE CONFIGURED SO THAT ALL ENERGIZED CONDUCTORS WHEN N2. THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE. DISCONNECT IS OPEN WILL BE ON THE TERMINALS MARKED, "LINE SIDE" (TYPICALLY THE UPPER TERMINALS) O N3. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL D2. ALL DISCONNECTS WILL BE LOCKABLE, OF VISIBLE BREAK TYPE SWITCH AND ACCESSIBLE TO QUALIFIED F- z EQUIPMENT WILL BE PROVIDED AS PER SECTION NEC 110.26. UTILITY PERSONNEL. N4. PV SYSTEM COMPONENTS; INCLUDING, BUT NOT LIMITED TO, MODULES, INVERTERS, AND D3. BOTH POSITIVE AND NEGATIVE PV CONDUCTORS REMAIN UNGROUNDED. THEREFORE BOTH SHALL J SOURCE CIRCUIT COMBINERS ARE IDENTIFIED AND LISTED FOR USE IN PV SYSTEMS IN COMPLIANCE WITH NEC REMAIN OPEN WHERE A DISCONNECT IS REQUIRED, IN COMPLIANCE WITH NEC 690.13 w Q 690.4 AND 690.6 AND ALL UL, IEC, IEEE CLASSIFICATION REQUIRED. D4. ALL DC DISCONNECTS INTEGRATED INTO ROOFTOP DC COMBINER OR INSTALLED WITHIN 6 FT, WILL BE IN a COMPLIANCE WITH NEC 690.15(C). U- LLJ EQUIPMENT LOCATION NOTES: D5. ALL ENERGIZED CONDUCTORS WITHIN 10 FT. OF ARRAY(S), OR 5 FT. INSIDE A BUILDING WILL BE Lu z El. JUNCTION AND PULL BOXES ARE PERMITTED TO BE INSTALLED UNDER PV MODULES IN COMPLIANCE SHUTDOWN TO BELOW 50 VOLTS WITHIN 10 SECONDS OF SHUTDOWN IN COMPLIANCE WITH NEC 690.12 D6. ALL OCPD RATINGS AND TYPES SPECIFIED SHALL BE IN COMPLIANCE WITH NEC 690.8, 690.9, AND 240 (A F" w 2 W WITH NEC 690.34. E2. ADDITIONAL AC DISCONNECT(S) SHALL BE PROVIDED WHERE THE INVERTER IS NOT WITHIN SIGHT OF D7. BOTH POSITIVE AND NEGATIVE DC PV CONDUCTORS ARE UNGROUNDED, BOTH REQUIRE OVERCURRENT Lu THE SERVICING DISCONNECT. PROTECTION IN COMPLIANCE WITH NEC 240.21 EXCEPT AS OUTLINED IN NEC 690.9 N E3. ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO QUALIFIED PERSONNEL IN COMPLIANCE WITH . D8ALL DC PV CIRCUITS INSTALLED IN OR ON BUILDINGS WILL BE ARC -FAULT CIRCUIT PROTECTED IN 00 NEC APPLICABLE CODES. COMPLIANCE WITH NEC 690.11 AND UL1699B -i W 0 E4. ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR OUTDOOR USAGE WHEN APPLICABLE. WIRING & CONDUIT NOTES: F- � 00 STRUCTURAL NOTES: Wl. ALL CONDUIT AND CONDUCTORS SHALL BE APPROVED FOR THEIR INTENDED PURPOSE. CONDUIT AND CONDUCTOR SIZE SPECIFICATIONS ARE BASED ON THE MINIMUM CODE REQUIREMENTS i Sl. RACKING SYSTEM & PV ARRAY WILL BE INSTALLED ACCORDING TO THE CODE -COMPLIANT AND ARE NOT LIMITED TO UP SIZING. z INSTALLATION MANUAL PER MANUFACTURER. W2. ALL CONDUCTORS SHALL BE SIZED IN COMPLIANCE WITH NEC 690.8, NEC 690.7. > S2. ALL ROOFTOP PENETRATIONS WILL BE SEALED W/ APPROVED CHEMICAL SEALANT PER CODE BY A W3. EXPOSED UNGROUNDED DC PV SOURCE AND OUTPUT CIRCUITS SHALL USE CONDUCTORS LISTED LICENSED CONTRACTOR. AND IDENTIFIED AS PHOTOVOLTAIC (PV) WIRE IN COMPLIANCE WITH NEC [690.35 (D).] PV MODULES WIRE LEADS SHALL BE LISTED FOR USE WITH UNGROUNDED SYSTEMS IN COMPLIANCE GROUNDING NOTES: WITH NEC 690.35 (D)(3). Gl. IN UNGROUNDED SYSTEMS ONLY THE DC CONDUCTORS ARE UNGROUNDED AND REQUIRE AN W4. PV WIRE BLACK WIRE MAY BE FIELD -MARKED WHITE IN COMPLIANCE WITH NEC 200.6 (A)(6). EQUIPMENT GROUNDING CONDUCTOR. ALL METAL ELECTRICAL EQUIPMENT AND STRUCTURAL W5. PV MODULE CONDUCTORS LOCATED UNDER ARRAYS WILL BE SECURED IN A WORKMANLIKE COMPONENTS BONDED TO GROUND, IN COMPLIANCE WITH 250.134 OR 250.136(A). MANNER IN COMPLIANCE WITH NEC 110.12 N z G2. PV EQUIPMENT SHALL BE GROUNDED IN COMPLIANCE WITH NEC 690.43 AND MINIMUM NEC TABLE Q 250.122. G3. CONDUCTIVE PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURE CONSIDERED a GROUNDED IN COMPLIANCE WITH 250.134 AND 250.136(A). U m G4. UL2703 APPROVED MODULE AND RACK GROUNDING SHALL BE USED AND INSTALLED PER Q o MANUFACTURER'S INSTALLATION MANUAL. IF UL2703 APPROVED GROUNDING IS NOT USED, MODULE GROUNDING I- 00 LUGS MUST BE INSTALLED AT THE SPECIFIED GROUNDING LUG HOLES PER THE MANUFACTURER'S INSTALLATION-� O REQUIREMENTS. 0 L u U G5. THE GROUNDING CONNECTION TO A MODULE SHALL BE ARRANGED SUCH THAT THE REMOVAL OF A > MODULE DOES NOT INTERRUPT A GROUNDING CONDUCTOR TO ANOTHER MODULE. F ,v G6. THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH NEC 690.47 AND NEC 250.50 THROUGH O oc 250.106. IF EXISTING SYSTEM IS INACCESSIBLE, OR INADEQUATE, A GROUNDING ELECTRODE SYSTEM PROVIDED IN = m COMPLIANCE WITH NEC 250, NEC 690.47 AND AHJ. d a) o v G7. IN COMPLIANCE WITH NEC 690.47 (C)(3), UNGROUNDED SYSTEMS INVERTER MAY SIZE DC GEC IN a COMPLIANCE WITH EGC REQUIREMENTS OF NEC 250.122. IT SHALL BE UNSPLICED OR IRREVERSIBLY SPLICED. Y G8. UNGROUNDED INVERTERS SHALL HAVE GROUND FAULT PROTECTION, PROVIDED BY "ISOLATION MONITOR AND GROUND FAULT DETECTION." Lo N UJ LU N UJ � cr z INTERCONNECTION NOTES: Z p p Q 11. ALL LOAD -SIDE INTERCONNECTIONS ARE IN COMPLIANCE WITH [NEC 690.64 (B)] a 12. THE TOTAL RATING OF ALL OCPD IN SOLAR LOAD CENTERS SHALL NOT EXCEED THE RATED AMPACITY N Cc, m OF THE BUSBAR EXCLUDING THE OCPD PROTECTING THE BUSBAR IN COMPLIANCE WITH NEC 702.12 (D)(2)(3)(C) 13. ALL FEEDER TAP (LOAD SIDE) INTERCONNECTIONS ARE IN COMPLIANCE WITH NEC 705.12 (D)(2)(1) s 1 14. SUPPLY SIDE TAP INTERCONNECTION IN COMPLIANCE WITH NEC 705.12 (A) WITH SERVICE ENTRANCE N o CONDUCTORS IN COMPLIANCE WITH NEC 230.42 ^ c u 15. BACKFEEDING BREAKER FOR INVERTER OUTPUT IS EXEMPT FROM ADDITIONAL FASTENING [NEC 705.12 (D)(5)]. o c ✓� a m � v m t- o o v/ Q U City of 0 0 Wheat Ridge o v Lu Building division Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required developinent standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting fi-on, inaccurate infonnation. Landscaping removed or damaged during construction must be replaced prior to final inspection. Reviewed for Zoning Compliance sw of Udheat Ridge Planning Division " City ---- D,ATE: ti 1 u�C COMMENTS__ �� 2015 IFC ROOF ACCESS REQUIREMENTS THE FOLLOWING INFORMATION INDICATES THE REQUIRED ROOF TOP CLEARANCES FOR PANELS/ARRAYS INSTALLED ON RESIDENTIAL BUILDINGS WITH SLOPES GREATER THAN 2:12: ROOF ACCESS POINTS - ROOF ACCESS POINTS SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN LOCATIONS WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD w OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS. d HIP ROOF LAYOUTS- PANELS/MODULES INSTALLED ON RESIDENTIAL BUILDINGS WITH HIP ROOF LAYOUTS LU Q SHALL BE LOCATED IN A MANNER THAT PROVIDES A 3 -FOOT -WIDE V1 H CLEAR ACCESS PATHWAY FROM THE EAVE TO THE RIDGE ON EACH w ROOF SLOPE WHERE PANELS/MODULES ARE LOCATED. THE ACCESS m PATHWAY SHALL BE LOCATED AT A STRUCTURALLY STRONG LOCATION w ON THE BUILDING CAPABLE OF SUPPORTING THE LIVE LOAD OF FIRE FIGHTERS ACCESSING THE ROOF. SINGLE RIDGE - PANELS/MODULES INSTALLED ON RESIDENTIAL w BUILDINGS WITH A SINGLE RIDGE SHALL BE LOCATED IN A MANNER 1 -- THAT PROVIDES TWO, 3 -FOOT -WIDE ACCESS PATHWAYS FROM THE EAVE TO THE RIDGE ON EACH ROOF SLOPE WHERE PANELS/MODULES ARE LOCATED. HIPS AND VALLEYS - PANELS/MODULES INSTALLED ON RESIDENTIAL BUILDINGS WITH ROOF HIPS AND VALLEYS SHALL BE LOCATED NO CLOSER THAN 18 INCHES TO A HIP OR A VALLEY WHERE w PANELS/MODULES ARE TO BE PLACED ON BOTH SIDES OF A HIP OR VALLEY. WHERE PANELS ARE TO BE LOCATED ON ONLY ONE SIDE OF A HIP OR VALLEY THAT IS OF EQUAL LENGTH, THE PANELS SHALL BE PERMITTED TO BE PLACED DIRECTLY ADJACENT TO THE HIP OR VALLEY, RESIDENTIAL BUILDING SMOKE VENTILATION - PANELS/MODULES INSTALLED ON RESIDENTIAL BUILDINGS SHALL BE LOCATED NO HIGHER THAN 3 FEET BELOW THE RIDGE IN ORDER TO ALLOW FOR FIRE DEPARTMENT SMOKE VENTILATION OPERATIONS. SEE HATCH DEFINITION BELOW *NOTE: DESIGNATION OF RIDGE, HIP, AND VALLEY DOES NOT APPLY TO ROOFS WITH 2:12 OR LESS PITCH. PV SITE LAYOUT LEGEND I SECTION PV ARRAY TAG RA ROOF ACCESS POINT SECTION # SA SITE ACCESS 1 MODULE GROUP GATE ACCESS AZIMUTH AND TILT TABLE SECTION # AZIMUTH ROOF PITCH / TILT SECTION -1 1180 5:12 SQUARE FOOTAGE CALCULATIONS I N z Q J 4. U_ Q I— O 0 O 0- D 0 m m 0 O 00 CU , O v E aJ [6 u CO f�0 U O a � � ROOF REFERENCE SQUAREFOOTAGE EXISTING ROOF (6 CJ City of Z �I N Wheat Ridge o o _^ TOTAL PERCENTAGE o v Building DiVjS1O" NORTH *EXISTING DIMENSIONS ARE APPROX. W CONFIRM ALL DIMENSIONS SHOWN SCALE: 1/16" V-0" @ SHEET SIZE A3 D ROOF FRAMING PLAN -20�1i z 201i g 12'-lOLi'V.LF. 12'-103Z'V.LF. "', -- z 2 a Q Ou- w U- V, f= O Qm O Ofw Lz Lu 0 o O �s-zD o r r _ w EXT. WALL EDGE j --- EXT. WALL j� EAVE EDGE C-Thru Rafters W/ 1.8" X 2.418" EDGE --- EAVE EDGE X 0.250" 3638 i -BEAM INSERT AND STIFFENERS_. (Total of 10 Rafters) Z M Q M PRISMSOLAR PANELS 368W BIFACIAL MODULE OF 21-- - _> `~ d W O 00 (TOTAL ti '•b ` U U SOLAR PANELS) ON C-THRU IBJ Z O GLASS ROOF AN WITH MFG. RAILS AND CLAMPS \ V J w 2 U a/ J O w � O = V z F_ O O J —' ac m H LLJ " O EXT. WALL U Q -i --L-E EDGE _2'-215/16'L�- 2, 21516 LRP EAVE EDG Ln - e- �� LI) In (j) ^__ w w w Z Xo A500 GR. BHSS 3"X8"X0.042" BEAM W/ NOTES; Q Cr Q Q d Q POST WITH O.D4"X3"X3" 2.50"X7.75"X0.105 C BEAM -CONTRAC Z 0 p POST SLEEVE W/(2) INSERT. SEE DETAIL S-202 B. -SOLAR PA Q Q 2"X6 -1/2"X0.024" LA22/LA24 PER IAP SIDE PLATES. SPECIFIC - 3"X8"x0.0 Reviewed for Zoning compliance by the ♦�, INSTALL C WATER PR POST TOB city of Wheat Ridge Planning Division -USE(8)#1 NOTES! - ALL STEEL - CONTRACTORS VERIFY SPACING OF C-THRU RAFTERS :�^� n �} O V E g � ALUMINU INSIDE AND - SOLAR PANELS SUPPORTED BY C-THRU ROOF SYSTEM RAFTERS,. APPROVED f�,'�,�T LJ P P - WATER PROOFING BY GENERAL CONTRACTOR - POST TO BE 3"x 3"Xa" HSS Gr B A500 -USE (8) #14 SM SCREWS W/ 0.024" SIDEPLATES EACH BEAM TO POST - ALL STEEL BEAM AND POST MATERIALS ARE GALVANIZED FOR COMPLIANT ISOLATION FROM ALUMINUM MATERIALS. ALL ALUMINUM BEAM AND POST MATERIALS ARE PAINTED ON THE 6Y. INSIDE AND OUTHSIDE AS AN ADDED ISOLATION BARRIER. `� 12 DATE: COMMENTS: City of Wheat Ridge Division Building SCALE: 1/4"=1'-0" @SHEET SIZE A3 i -20�1i 201i 12'-lOLi'V.LF. 12'-103Z'V.LF. "', -- D ROOF FRAMING PLAN z g 0 CLz A z \5-200 > O a Q D o �, p LL 'S 201 Q u. LL 0 6'-6" ui u, CO D 1= EXT. WALL \ EDGE "' F- O O C EXT. WALL vl- I EDGE -20i- EAVE EDGE C-Thru Rafters W/ 1.8" X 2.418" EAVE EDGE w X 0.250" 3638 i -BEAM INSERT AND STIFFENERS .r (Total of 10 Rafters) PRISM SOLAR PANELS 368W BIFACIAL MODULE (TOTAL OF 21 "" in p� SOLAR PANELS) ON C-THRU GLASS ROOF ANCHORED WITH z Q m m MFG. RAILS AND CLAMPS o o v Lu v 00 F o uo V' AB\ Oj w Q Lu QU N Q -2�2 A/ B p 0:-20 Oz � m O o a 'S i i— A i 4 -- 2'-215/ ..L __j_ Ln i6 Lm 2'-215/i6"LRP "' u, v V)i 12'-1012"V.I.F. 12'-101/2"V.I.F. Q o uia o tiz Q Q Q 28'-0"V.I.F. 3" X3"X"' A500 GR. B HSS 4 3"X8"X0.042" BEAM W/ N a ^' xr o _ POST WITH 0.04"X3"X3" 2.50"X7.75"X0.105 C BEAM 5, 00 POST SLEEVE W/(2) INSERT. SEE DETAIL S-202 B. 2"X6 -1/2"X0.024" LA22/LA24co a SIDE PLATES. 'c Q) D0 L/ t B E rTgO SAO >TC NOTES: G,tY of a 45577 NOTES: O U) CONTRACTOR TO VERIFY SPACING OF C-THRU RAFTERS SOLAR PANELS SUPPORTED BY C-THRU ROOF SYSTEM RAFTERS,. hepjvocie € �.� ', �� W U WATER PROOFING BY GENERAL CONTRACTOR i ,n9 `soon < <-.' "°."'• �� POST TO BE 3"x 3' X4 HSS Gr B A500 piv j o -USE (8) #14 SM SCREWS W/ 0.024" SIDEPLATES EACH BEAM TO POST Bo��d - ALL STEEL BEAM AND POST MATERIALS ARE GALVANIZED FOR COMPLIANT ISOLATION FROM ALUMINUM MATERIALS. ALL ALUMINUM BEAM AND POST MATERIALS ARE PAINTED ON THE w INSIDE AND OUTHSIDE AS AN ADDED ISOLATION BARRIER. SCALE: 1/4"=1'-0" @SHEET SIZE A3 C FOUNDATION PLAN z z O LU Qa ac Q O z U_ w � � N O Q J m LL. W N W � O - 28'-0" ± V.I.F r -- I> W i Ln i EXT. WALL EXT. WALL z M EDGE EDGE a W co V V Z O IQ— LU V O7 2 W C7 O = U o J 0 O m Q u- V V O D a -1 Lr) ri N N N W W WOV)a ZQ 0 \1rA sO 00B00 a �, m o Ln ° V O a� m > 'no m L sFO (n 1 „ ;' a 45577 Q 12'-10Y2"± V.I.F 12 -10/2 ± V.I.F city of o f U i ---- - rLRid98 � wheat Division Inl u l o Building v w SCALE: 1/4"=1'-0" @SHEET SIZE A3 AlSECTION B PAD FOOTING DETAIL 0 z Q Ln (Dz � zg \\_ 3"X3"X'" HSS POST WITH O z 0.040" X 3"X3" POST SLEEVE o O O WITH 20" EMBED IN N 11 FOOTINGS w V J m W a- VV) EXISTING ROOF STRUCTURE LU o O o c-1 , V pl° ° > w 18"SKYLIFTER - SITTING ON 2X4 WALL -20 EDGE OF Post Per Plan RESIDENCE ('l -STORY) °D one 8..X9"STEEL a o ROD (REBAR ORv v 00 THREADED) OR BOLT a z W o (, - (E) CONCRETE SLAB ° D° °' p p CENTERED ON POST >> O L cc Q C7 v% ° O _ :7j J m �— Q B W o = 00/ D p Ln (n (n N N W �1 -'�W UNDISTURBED SOIL C G o o - 112�1I I -III -III -III I ., � a Z Q d Q Q NOTES: ' �O L/ ji �Q`P----- F CS N o ry CONTRACTOR TO VERIFY SPACING OF C-THRU RAFTERS CYLINDRICAL FOOTING BET Tq cS' � SOLAR PANELS SUPPORTED BY C-THRU GLASS ROOF SYSTEM RAFTERS C-THRU Gam, �P�� 9' �O 00 WATER PROOFING BY GENERAL CONTRACTOR POST TO BE 3"x3"X' HSSQ 45577 ✓ O o ° (D > 'I �'o�;,�.1c•3�'I� � o NOTES: -MINIMUM F'(C) = 2500 PSI AT 28 DAYS U.N.O. - SOIL BEARING PRESSURE = 1500 PSF va - SOIL LATERAL BEARING (PASSIVE PRESSURE) = 250 PCF - COMPACT & PREPARE SOIL AND/OR SOIL COMPACTION TESTAS REQUIRED BY THE U AHJ PER GENERAL CONTRACTOR. - USE TYPE II/V CEMENT o - ALL FOOTINGS TO BE POURED INTO UNDISTURBED GROUND City of o - STEEL POST' W/ 0.04 SLEEVE WITH 20" EMBED FOR FOOTING SIZE OF WheatRidga U w � 3.3'X2' Building Division AlRAFTER TO BEAM CONNECTION B RAFTER TO BEAM CONNECTION ® O LAMP - -- t _ _ _ J H 3"X8" BEAM --GROOVES FOR CLAMPS a o ILL 0 Lu N Q t c �- N O SOLAR MODULES / �(6)#8 TEK SELF u; w m RAFTER / ` TAPPING SCREWui N 0+I o 0 N i7 / ui 2"X3"� STIFFENER V) Z Q M O a U _ Q Lu V z O W O k J w 0 U O O in = Ln w - -- - H O O Jco ;" Q D- C 0 _ DOUBLE BACK SEALING TAPE c°- PNa BErr� .mss STIFFENER CAPS �� 3X8 X0.042 BEAM W/ ;,� ��;o Ln Lo \ 2.50"X7J5"X0.105 STEEL C 4557 0 7 ;, w w C) w \ BEAM INSERT. �,� , o z • o Q Q a 1�1�I1i Q SOLAR GLASS00 i - / /` - - -- T,mu o _ � �- M SOLAR MODULES RO ---18" SKYLIFTERS w/ SADDLE o O RAFOTER AND BOLT U) J DBL. 2X4 v / - M U NTI N TOP PLATE - �, 9" X 3 2" X 4" BASE PLATE W/ o #8 TEKS EXISTING �� (8) #14X3" WOOD SCREWS City°' a @12 if OC - 2X4 WALL sl}ea{Ridge V W uilding pivision A POST CONNECTION B BEAM SECONDARY INSERT DETAIL C BEAM INSERT. 0.105"X7.75"X2.5' _ _ 1 MIN HEADER BEAM -- W N Q (2) 3X8 BEAM - �i �© @i �.� 042"X3"X8" OLu Q w O 00 JLLJ �. loo Q #14X,"' SMS (4) EACH SIDE T— Lu \ 3X3 POST N Z g m o a U u' U 00 Z w O O Oz w Q uj - - _ _ 1-- O O J --1m J F- C D d w O U O w 2 le Ln ww Ln Ln w Qcc z a a a N I m N W ci m LnrqC N �O U O n CJ i U > NOT USED NOT USED m o m Pip LICc _N O cn ok ow Whe°{R,d9 '9 U � r D , ✓ o Q 4�j�J�Z LQ o SFS w E F �qq A ELEVATION A B ELEVATION B V) uj W a z O 0 o Q LA > w ui wZ w CC N W Q M o p N g m m � U Z") U o O 00 Q LLJ Z Q O NOT USED O >O in = 2 Lu � o O -1 J m Q O LLJ o- Y Ln 1-1 Ln W Ln N W W 2 d = z D Z d d d NOTE: PROPOSED SOLAR CARPORT OPEN ON THREE SIDES IIS C:Nw 0% the°t gNd9- o4v�,nn PV MODULE #1 SPECIFICATIONS MANUFACTURER Prism Solar MODELNUMBER Prism Solar 1360-368B5 WEIGHT 63.75 Ibs DIMENSIONS 66.73 X 38.74 X 0.28 L" x W" x PEAK POWER @ STC (Pmax) 368 WATTS Voc (OPEN -CIRCUIT VOLTAGE) 40,2 VOLTS DC Vmp (MAX -POWER VOLTAGE) 32.4 VOLTS DC isc(SHORT-CIRCUIT CURRENT) 12 AMPS imp (OPERATING CURRENT) 11.4 AMPS MFR. Voc TEMP COEFFICIENT 0,29 %/K Min. SERIES FUSE RATING 15 AMPS TEMP. CORRECTED Vocl 500 "optimizer controlled VOLTS DC DC/DC OPTIMIZER (IF APPL.) MANUFACTURER SolarEd a Technologies MODEL NUMBER P370 Single (240V) (FrameMount) WEIGHT 1.5 lbs RATED OUTPUT Isc 15 AMPS MAX OUTPUTVOLTAGE 60 VOLTS MAX INPUT VOLTAGE Voc 60 VOLTS DC COMBINER / DISCONNECT #1 MODEL NUMBER OCPD (DISCONNECT TYPE) WEIGHT lbs NEMA RATING NOMINAL POWER RATING LOCATION OF COMPONENT DC INPUT Min. PV CIRCUIT SERIES FUSING MODULE #1 AMPS (OCPD) Min. PV CIRCUITSERIES FUSING MODULE #2 AMPS (OCPD) QUANTITY OF PV SOURCE CIRCUITS QTY MAX PV MODULE Voc VOLTS DC MAX # OF MODULES IN CIRCUIT QTY MAX PV SOURCE CIRCUITVOLTAGEJ VOLTS DC MAX INPUT FUSE/BREAKER RATING AMPS DC OUTPUT MAX CIRCUIT OUTPUT CURRENT 480 AMPS MAX CONT. OUTPUT CURRENT 380 AMPS DC COMBINER / DISCONNECT #2 (IF APPL.) MANUFACTURER MODEL NUMBER PD) PD) STRING INVERTER #1 SPECIFICATIONS MANUFACTURER SolarEd a Technologies MODEL NUMBER SE5000H-US (240V) NOMINAL POWER RATING 5000 WATTAC WEIGHT 25.3 Ilbs. DC INPUT N z 0 ~ J U d Max PV POWER @ MODULE STC 5000 WATTS ('1.15) Max INPUT DC VOLTAGE 480 VOLTS DC Min. MPPT VOLTAGE RANGE 380 VOLTS DC Max. MPPT VOLTAGE RANGE 480 VOLTS DC Max INPUT CURRENT 13.5 AMPS MPPTQTY 2 MAX. # OF MODULES IN SERIES 14 QTY PER INV MIN # OF MODULES IN SERIES @ 110% 12 QTY PER INV MIN # OF MODULES IN SERIES @ 120% 13 QTY PER INV MODULES/STRINGS PER MPPT TRACKER 14 @ MPPT 1 MODULES/STRINGS PER MPPT TRACKER 0 @ MPPT 2 (IF APPL.) INTEGRATED DC DISCONNECT INTEGRATED AC DISCONNECT Yes NO COMPLY W/NEC 690.17 AC OUTPUT ^0 `�I LLJ NOMINAL VOLTAGE OUTPUT 240 VOLTS AC MAX. AC APPARENT POWER 5000 WATTS MIN. OVERCURRENT PROTECTION (OCPD) 25 AMPS- MIN (Imax) MAX. OUTPUT CURRENT 21 AMPS - MAX AC DISCONNECT #1 (IF APPL.) N < F - w � O LL - F m N z 0 ~ J U d MANUFACTURER SQUARE D MODEL NUMBER D321NRB DISCONNECT DEVICE TYPE FUSIBLE DISCONNECT RATED OPERATIONAL VOLTAGE 120/240 VOLTS RATED CURRENT 30 AMPS NUMBER OF POLES 3 P NEMA RATING 311 MAX INPUT FUSE/BREAKER 30 AMPS, VAC QUANTITY OF FUSE/BREAKERS QTY INPUT CURRENT INVERTER #1 25 AMPS (Imax) INPUT CURRENT INVERTER #2 AMPS (Imax) u! = W = n AC SUB -PANEL #1 (IF APPL.) 00 ly O 0 oo r -I NEW OR EXISTING MAKE / MODEL TYPE OF PANEL ^ O > ul !/ ) z J a ^0 `�I LLJ NUMBER OF POLES P NEMA RATING BUSS BAR RATING AMPS SUB -PANEL MAIN BREAKER AMPS MAIN SERVICE PANEL P.O.C. BREAKER AMPS RATED CURRENT AMPS MAX ALLOWABLE SOLAR CURRENT AMPS INPUT INV. #1 BACKFEED BREAKER AMPS (Imax) INPUT INV. #2 BACKFEED BREAKER AMPS (Imax) MAIN SERVICE PANEL (IF APPL.) Q N O > O ~ O t1 Y � -r— � M m O 00 � M -0 V) m tM O 0 .0 NEW OR EXISTINGU EXISTING ELECTRICAL SERVICE 120/240V Single Phase BUS BAR RATED CURRENT200 AMPS MAIN BREAKER RATED CURRENT 200 AMPS MAX ALLOWABLE SOLAR CURRENT 100%0 AMPS MAX ALLOWABLE SOLAR CURRENT 120%1 40 AMPS MAX ALLOWABLE WATTAGE (3PH ONLY) WATTS INPUT INV. #1 BACKFEED BREAKER 30 AMPS (Imax) INPUT INV. #2 BACKFEED BREAKER AMPS (Imax) cn (A Lf) r LU V) t) � cc Z Z C] D Q Q Q r ,n O N N ti 00 LnY NO C U Q � ° > City of M (] v rn wheat Ridge CzO Building Division CO Q 0 PV SYSTEM MAXIMUM VOLTAGE (MODULE VOCMAJ DATA SOURCE SOLARABCS.ORG/ABOUT/PUBLICATIONS/REPORTS/ EXPEDITED-PERMIT/MAP/ STC MFR. PMAX TEMP CORRECTED TEMPERATURE EXTREME MIN. TEMPERATURE CORRECTED COEFFICIENT FORMULA TEMP. MODULE Voc CORRECTED TEMP. [°C J [°C) TEMPERATURE [-0.#%/CJ' 100 COEFFICIENT [VDCJ OPEN CIRCUIT VOLTAGE- -10 - 25 = -35 * 0.29% _ -0.1 + 1 0.9 * 40.2 = 36.18 ti 0 0 0 0 w WIRE AND CONDUCTOR NOTES WIRE COLOR CODING (2014) NEC SECTIONS 250.119 & 200.6 1. ANY CONDUCTOR LENGTH UNDER 50' DOESN'T REQUIRE VOLTAGE DROP CALCULATIONS PV DC WIRING AC WIRING J 2. BECAUSE WE ARE UNABLE TO DETERMINE THE EXACT PATH THE INSTALLER WILL RUN CONDUCTORS; WORST CASE SCENARIOS, ROUNDING UP SIZES OF CONDUCTORS THAT ARE U EQUIPMENT GROUND GREEN OR BARE, OR GREEN/YELLOW EQUIPMENT GROUNDGREEN OR BAREORGREEN/YELLOW , DEEMED QUESTIONABLE TO PREVENT ISSUES RELATED TO USING CONDUCTORS THAT ARE IMPROPERLY SIZED. GROUNDED CONDUCTOR. GROUNDED CONDUCTOR 3. WIRING METHODS IN THESE CALCULATIONS DON'T EXCEED 1000 VOLTS 4. NEC 310.15(A)(2) WHERE TWO DIFFERENT AMPACITIES APPLY TO ADJACENT PORTIONS OFA CIRCUIT, THE HIGHER AMPACITY SHALL BE PERMITTED TO BE USED BEYOND TYEICALLY WHITE OR GRAY NEUTRAL WHITE OR GRAY F- Q THE POINT OF TRANSITION, A DISTANCE EQUAL TO 10'-0" (3 METERS) OR 10% OF THE CIRCUIT LENGTH FIGURED AT THE HIGHER AMPACITY, WHICHEVER IS LESS. ANY COLOR OTHER THAN GREEN OR WHITE/GRAY ANY COLOR OTHER THAN GREEN OR WHITE/GRAY ALLOWED. z WHEN LESS THAN 10'-0" OR 10% OF THE CIRCUIT LENGTH; THE LESSER AMPACITY MAY BE USED. UNGROUNDED CONDUCTOR(S). UNGROUNDED Q CONVENTION IS Ll BLACK TYPICALLY POSITIVE CONVENTION IS RED FOR GROUNDED SYSTEMS CONDUCTOR(S) HOT: w U RED (+) AND BLACK (-) FOR UNGROUNDED SYSTEMS Ll AND L2 Q CONVENTION IS L2 RED O Z 1 Q DC WIRE AND CONDUIT SIZING CHART [SEE SHEET E-003 FOR THREE LINE DIAGRAM] a Lu CONDUCTOR SPECIFICATIONS REQUIRED CONDUCTOR AMPACITY CONDUCTOR TEMPERATURE DERATING CONDUIT FILL CORRECTED AMPACITY CALCULATION AMPACITY CHECK w = N CIRCUIT CIRCUIT DERATING TAG 00 ORIGIN DESTINATION TEMP TRADE AMPACITY #OF MAX CONT. 04%AVG HGT. TEMP. OPERAT. AMPACITY #O, AMPACITY CONDUIT ,-1 MATERIAL RATING SIZE @ 30°C Isc (AMPS) X PARALLEL X CURRENT X OPERATION __ REQUIRED CIRCUIT HIGH ABOVE ADDER PER TEMP. CORRECTION UNGRND. CORRECTION COND. x TEMP. x FILL _ CORRECTED REQUIRED CORRECTED O (°Cl PER 310.16 STRINGS b90.8 (A)(1) 690.8 (B)(1) AMPACITY ENVIRONMENT TEMP (°C) ROOF (in) 310.15 ("C) 310.15 CONN. 310.15 AMPACITY DERATING AMPACITY AMPACITY < AMPACITY Fw- Q -- \ � N IB)(2)(c) (B)(2)(a) (B)(3)(a) DERATING p �DC1 \ O PV MODULE DC/DC CONVERTER CU 90 AWG 30 15 X 1 X 1.25 X 1 = 18.75 EXT WALL 36 N/A 0 36 0.91 2 1.0 30 X 0.91 X 1.0 = 27.3 18.75 < 27.3 t\ O I DC2 DC/DC CONVERTER JUNCTION BOX CU 90 AWG 30 15 X 1 X 1.25 X 1 = 18.75 EXT WALL 36 N/A 0 36 0.91 2 1.0 30 X 0.91 X 1.0 = 27.3 18.75 < 27.3 w w DC3 UNCTION BOX INVERTER CU 90 AWS 40 15 X 1 X 1.25 X 1 = 18.75 ROOFTOP 36 NA 0 36 0.91 2 1.0 40 X X K 0.91 1.0 = 36.4 18.75 < 36.4 DC4 X X X = X X = < DCS X X X = X X _ - < N Z Q CONDUIT TABLE a *NOTE: IF TYPICAL TABLE BELOW DOES NOT APPLY TO PROJECT CONDITIONS. SEE U m ro 0 O INDUSTRY STANDARD "UGLY'S ELECTRICAL REFERENCES" BOOK Q O ~ 00 CIRCUIT CIRCUIT MINIMUM MINIMUM METAL J OCPD CURRENT POWER CONDUCTOR CONDUIT SIZE FOR<6 O N +, U (AMPS)(WATTS) (AMPS) SIZE (AWG) CURRENT CARRYING CONDUCTORS O u E cu bD 12 2880 15 12 3/4" H N 0 CC 16 3840 20 10 o m O 'm3/4" a v O t 20 4800 25 8 1" aj af6 r-1 24 5760 30 8 1" cn Ln w LnV) _ W LUZ Q Z p O Q Q ow of N m ^o •--� N N Ridge ti� 00 m wheat d o � v i pivision - guildin9 Q9> v N M � d' AC WIRE AND CONDUIT SIZING CHART [SEE SHEET E-003 FOR THREE LINE DIAGRAM] M CONDUCTOR REQUIRED CONDUCTOR CONDUIT FILL SPECIFICATIONS AMPACITY CONDUCTOR TEMPERATURE DERATING CORRECTED AMPACITY CALCULATION AMPACITY CHECK o I CIRCUIT DERATING TAG CIRCUIT ORIGIN DESTINATION TEMP AMPACITY CONT. MAX INVERTER 04%AVG HGT TEMP. AMPACITY AMPACITY MATERIAL RATING TRADE @30°C OPERATION X OUTPUT - REQUIRED CIRCUIT .. HIGH ABOVE ADDER PER OPERAT. CORRECTION #OF CORRECTION COND. TEMP. CONDUIT CORRECTED REQUIRED CORRECTED Q (°C) SIZE PER 310.16 690.8 (B)(1) CURRENT AMPACITY ENVIRONMENT TEMP (°C) ROOF (in) 310.15 TEMP. (°C) 310.15 UNGRND. GOND. 310.15 AMPACITY x DERATING X FILL = AMPACITY AMPACITY < AMPACITY (AMPS) (13)(2)(c) (B)(2){a) (13)(3)(a)DERATING V ACI i INVERTER AC DISCONNECT CU 75 AWG 50 1.25 X 21 = 26.2 EXT WALL 36 N/A 0 36 0.88 3 1.0 50 X 0.88 X 1.0 = 44.0 26.2 < 44.01-4 o AC2 AC DISCONNECTPRODUCTION METER CU 75 50 1.25 X 21 = 26.2 EXT WALL 36 N/A D 36 0.88 3 1.0 X 0 AWG 50 0.88 X 1.0 = 44.0 26.2 < 44.0 O AC3 PRODUCTION METER EXISTING SERVICE PANEL CU 75 AWG 50 1.25 X 21 = 26.2 EXT WALL 36 N/A 0 36 0.88 3 1.0 50 X 0.88 X w 1.0 = 44.0 26.2 < 44.0 Ac4x = x x = < Acs X = x x = GEC 1 --- ----- ----- i i i i i t�-- D I 1 - o! I I O o 2 ; I I I - I MODULE NAME PLATE j 1 i i RATING 368W 2 (+' O' o o 2 f I ♦T D-- I i i I -------------`--------- I I I I I DC1 j • i I i I EGC I i i I I I I I I GROUNDING CONDUCTOR'S & MEANS TAG MEANING SECTIONNEC NOTES EQUIPMENT TABLE *NOTE: EQUIP TAGS MAY NOT BE IN SEQUENTIAL ORDER, N/A USED EGC EQUIPMENT GROUNDING CONDUCTOR 250.122 #14 MIN.; #61F SUBJECTTO PHYSICAL DAMAGE TAG QTY 1 14 GE GROUNDING ELECTRODE 250.50 ROD, PLATE, LIFER, RING, ETC 2 14 3 0 GEC GROUNDING ELECTRODE CONDUCTOR 250.66 #8 MIN., 46TYP; MUST BE "CONTINUOUS" OR IRREVERSIBLY SPLICED LOCATIONS OR JACKETED MULTI -CONDUCTOR CABLES INSTALLED IN 4 0 5 1 AUX AUXILIARY GROUNDING ELECTRODE 690.47(D) AT THE LOCATION OF ALL GROUND AND POLE MOUNTED ARRAYS 6 0 7 1 8 0 STRING MODULE QTY INVERTER I3 9 1 1 14 INV 1 10 0 11 1 LEGEND DC# DC CONDUCTOR TAG 11 EQUIPMENT TAG AAC CONDUCTOR TAG GNDIr GROUND CONDUCTOR TAG I ELECTRICAL NOTES I CIC JUNCTION BOX Generic 6x6x6 PVC COMPONENT PV MODULES Prism Solar Prism Solar Bi60-368BSTC DC/DC CONVERTER P370 Single (240V) (FrameMount) DC DISCONNECT USE IN UNGROUNDED SYSTEMS, TYPICALLY TRANSFORMER -LESS (TL) DC COMBINER BOX AC/DC INV W/INTEG AC DISC LEGEND DC# DC CONDUCTOR TAG 11 EQUIPMENT TAG AAC CONDUCTOR TAG GNDIr GROUND CONDUCTOR TAG I ELECTRICAL NOTES I CIC JUNCTION BOX Generic 6x6x6 PVC UNGROUNDED PV SYSTEMS: 0 RAPID SHUTDOWN -INVERTERS, MODULES, AND DC COMPONENTS MUST BE LISTED FOR w AC/DC INVERTER SolarEdge Technologies SESOOOH-US USE IN UNGROUNDED SYSTEMS, TYPICALLY TRANSFORMER -LESS (TL) N Q AC/DC INV W/INTEG AC DISC •OCPD'S WHERE NECESSARY MUST HAVE DISCONNECTING MEANS. 15 1 EXISTING UTY METER 120/240V - 1 m AC DISCONNECT (INDEPENDENT) SQUARE D D321NRB ' PV SOURCE CIRCUITS MUST BE EITHER PV WIRE AND LISTED FOR WET LU BACK -FEED SOLAR BREAKER: 30A LOCATIONS OR JACKETED MULTI -CONDUCTOR CABLES INSTALLED IN SOLAR LOAD CENTER I RACEWAY. rDC22 #12AWG PVWire #8 min N/A Open Air PRODUCTION METER (VNEM OR AGGREGATE) XCEL -THE AC SIDE IS STILL GROUNDED ON THE NEUTRAL CONDUCTOR. I w SEE SHEET E-001 FOR ADDITIONAL ELECTRICAL SPECIFICATIONS i i �`��- 1 4 I INVERTER NAME PLATE � -f--- - RATING 5000WATT i J G 6 AC DISCONNECT NAME I i i PLATE RATING 30A Q i l DC2 ACC 9 AC2 FA -C-31 i MAIN 200A I I i i APLI--.--- DC L ._.._.. - - - -- - -- I - -- - -- _------ I N---- --- --- --- N N-- ----- - - - - -- ACS --- G r -G r- ---G------------------ --I I L_I — — —— I j :30A i I I I I EGC i I i EGC — ---� I i I i ------ —------------------- l ----------------------1------------+�------T T -------------- J_ , H Q w rr N z Q 0 LJJ z J L1J LU 2 H M O I LU Q_ 12 0 SUB PANE;VICE • REQUIRE EQUIPMENT GROUNDING BUT DOES NOT HAVE SYSTEM GROUNDING; NO DC CURRENT -CARRYING CONDUCTOR IS CONNECTED TO GROUND. THESE CONDUCTORS ARE COLOR CODED DIFFERENTLY THAN GROUNDED PV SYSTEMS. AC/DC ELECTRICAL NOTES: -ALL OVERCURRENT PROTECTION DEVICES (OCPDs) MUST BE RATED FOR 600 VOLTS ON THE DC / PV POWER SIDE OF THE INVERTER. • EXTERIOR ENCLOSURES TO BE NEMA TYPE 313 OR BETTER. • ALL CONDUIT AND CONDUIT CONNECTIONS SHALL BE RATED FOR WET AND DAMP LOCATIONS WHEN APPLICABLE. INTERCONNECTION NOTES: • 705.W%II4) CIRCUIT BREAKERS MUST BE SUITABLE FOR BACKFEEDING. NEC INFORMATIONAL NOTE: FUSED DISCONNECTS, UNLESS OTHERWISE MARKED, ARE SUITABLE FOR BACKFEEDING. •690.10(E) & 690.17(A) CIRCUIT BREAKERS OR MANUALLY OPERABLE DISCONNECTS MARKED "LINE" AND "LOAD" SHALL NOT BE BACK -FED. • 705.12(D)(5) CIRCUIT BREAKERS BACK FEED FROM UTILITY INTERACTIVE INVERTERS (ANTI-ISLANDING, UL 1741 CERTIFIED) * NO CENTER -FED MAIN BREAKER. PANEL CONFIGURED PER CEC/NEC 705.12(D)(2)(3)(b) 13 0 NEW MAIN PANEL 14 1 EXISTING SERVICE PANEL 200A BUS/200A MB 15 1 EXISTING UTY METER 120/240V - 1 m *NOTE: EQUIP TAGS MAY NOT BE IN SEQUENTIAL ORDER, N/A USED BACK -FEED SOLAR BREAKER: 30A CONDUCTOR TABLE CONDUIT TABLE G QTY SIZE TYPE GROUND SIZE TYPE I 2 #12 AWG PV Wire #6 GEC N/A Open Air rDC22 #12AWG PVWire #8 min N/A Open Air 3 2 #10 AWG THWN-2 #8 min 3/4 inch EMT 4 DCS ACI 3 #8 AWG TH WN -2 48 min 3/4 inch EMT AC2 3 #8 AWG THWN-21 #8 min 1 3/4 inch EMT AC3 3 48 AWG THWN-2 #8 min 1 3/4 inch EMT AC4 SEE SHEET E-001 FOR ADDITIONAL ELECTRICAL SPECIFICATIONS i i �`��- 1 4 I INVERTER NAME PLATE � -f--- - RATING 5000WATT i J G 6 AC DISCONNECT NAME I i i PLATE RATING 30A Q i l DC2 ACC 9 AC2 FA -C-31 i MAIN 200A I I i i APLI--.--- DC L ._.._.. - - - -- - -- I - -- - -- _------ I N---- --- --- --- N N-- ----- - - - - -- ACS --- G r -G r- ---G------------------ --I I L_I — — —— I j :30A i I I I I EGC i I i EGC — ---� I i I i ------ —------------------- l ----------------------1------------+�------T T -------------- J_ , H Q w rr N z Q 0 LJJ z J L1J LU 2 H M O I LU Q_ M o _U Q 000 J L u E O M CLO F- ra O CO v O t � CL LO LU N N 11.1 LU z L6 Q a Q z Q ¢ M 0 N City of V Wheat Ridge o 0 Division 0 Building L' Lw 1 DC DISCONNECTS & DISCO. COMBINER SCALE: 2 AC DISCONNECT AC SUB -PANEL SCALE: 3 UTILITY METER SERVICE PANEL SUB -PANEL SCALE: SHEET NOTES -- 1/4" = V-0" LP) AC DISCONNECT #1 - INDEPENDENT/ SEPARATE CODE ABBREVIATIONS: 0 PV SYSTEM DC DISCONNECT PHOTOVOLTAIC SYSTEM PV SYSTEM AC DISCONNECT PHOTOVOLTAIC SYSTEM WARNING NATIONAL ELECTRICAL CODE (NEC) RATED MPP CURRENT 14.7 ADC DC DISCONNECT RATED AC OUTPUT CURRENT 21 AMPS IAC AC DISCONNECT DUAL POWER SOURCES INTERNATIONAL BUILDING CODE (IBC) U RATED MPP VOLTAGE 350 VDC #1 RATEDMPPCURRENT 14.7 ADC RATED MPP VOLTAGE VDC NORMAL OPERATING VOLTAGE 240 VOLTS RATED AC OUTPUT CURRENT 21 AMPS AC NORMAL #1 C OUTPUTOPERATING INTERNATIONAL RESIDENTIAL CODE (IRC) �-c Q SHORT CIRCUIT CURRENT 15.0 ADC OPERATING VOLTAGE 240 VOLTS 21 AMPS INTERNATIONAL FIRE CODE (IFC) 150 MAXIMUM SYSTEM VOLTAGE 500 VDC SHORT CIRCUIT CURRENT 15.0 ADC ACRATED NOR VOLTAGE AC NORMAL OPERATING VOLTAGE zao volrs UNDERWRITERS LABORATORY (UL) G J MAX. SYSTEM VOLTAGE soa voc STRING INVERTER #1 -INTEGRATED AC DISCONNECT p[ d PV SYSTEM AC DISCONNECT PHOTOVOLTAIC SYSTEM 1. COMBINATION PLACARDS MAY BE USED IN PLACE OF MULTIPLE PLACARDS FOR THE SAME DEVICE. ALL INFORMATION FROM d u PV SYSTEM DC DISCONNECT PHOTOVOLTAIC SYSTEM RATED AC OUTPUT CURRENT AMPS AC DISCONNECT BUILDING CONTAINS TWO SOURCES OF POWER: UTILITY, SOLAR PV THE MULTIPLE PLACARDS MUST BE PRESENT. CL RATED MPP CURRENT ADC DC DISCONNECT AC NORMAL OPERATING VOLTAGE VOLTS RATED AC OUTPUT CURRENT AMPS AC NORMAL OPERATING VOLTAGE VOLTS UTILITY SERVICE DISCONNECT LOCATED #2 2• BLACK LETTERS WITH YELLOW BACKGROUND MAY BE USED IN w Q RATEDMPPCURRENT ADC RATED MPP VOLTAGE VDC #Z RATED BELOW. SOLAR PV SYSTEM DISCONNECT LOCATED N/E/S WALL OF BUILDING [ PLACE OF THE STANDARD WHITE LETTERS WITH RED w t N - Z j MPP VOLTAGE VDC SHORT CIRCUIT CURRENT ADC STRING INVERTER #2 -INTEGRATED AC DISCONNECT BACKGROUND WITH AHJ APPROVAL. Q SHORT CIRCUIT CURRENT ADC MAXIMUM SYSTEM VOLTAGE VDC MAX. SYSTEM VOLTAGE voc PV SYSTEM AC DISCONNECTo PHOTOVOLTAIC SYSTEM 3. ALL INTERIOR AND EXTERIOR DC CONDUIT, ENCLOSURES, w co w � RATED AC OUTPUT CURRENT 21 AMPS AC DISCONNECT BUILDING CONTAINS TWO RACEWAYS, CABLE ASSEMBLIES, JUNCTION BOXES, COMBINER to AC NORMAL OPERATING VOLTAGE 240 VOLTS RATED AC OUTPUT CURRENT 21 AMPS AC NORMAL OPERATING SOURCES OF POWER: BOXES AND DISCONNECTS ARE MARKED. (IFC 605.11.1, NEC 690.31[E][3], NEC 690.31[E][41, 690.17 & 690.53) 00 PV SYSTEM DC DISCONNECT PHOTOVOLTAIC SYSTEM VOLTAGE 240 VOLTS UTILITY, SOLAR PV RATED MPP CURRENT ADC DC DISCONNECT UTILITY SERVICE DISCONNECT 4. REQUIRED LABELS SHALL BE PERMANENT AND SUITABLE FOR O w rlj RATED MPP CURRENT ADC RATED MPP VOLTAGE VDC #3 AC SUB -PANEL #1 LOCATED BELOW. SOLAR PV THE ENVIRONMENT. MATERIALS USED FOR MARKING MUST BE Q 00 ( 4 RATED MPP VOLTAGE voc SHORT CIRCUIT CURRENT ADC SHORT CIRCUIT CURRENT PV SYSTEM AC DISCONNECT PHOTOVOLTAIC SYSTEM SYSTEM DISCONNECT LOCATED [N/E/S/W3 WALL OF BUILDING WEATHER RESISTANT. UL STANDARD IS RECOMMENDED TO C) � O ADc MAXIMUM SYSTEM VOLTAGE VDC MAX. SYSTEM VOLTAGE VDC RATED AC OUTPUT CURRENT AMPS AC DISCONNECT DETERMINE WEATHER RATING. UL LISTING OF MARKINGS IS SEE UL LABELING SYSTEM 969 (UL 969) NOT REQUIREDCURRENT rl O 0 AC NORMAL OPERATING VOLTAGE VOLTS AMPS. AC OO NORMATED EURATNG VOLTAGE VOLTS 1. (#1) PLACARD PLACED AT MAIN UTILITY SERVICE DISCONNECT/BREAKER AND PV SYSTEM . 5MARKING CONTENT AND FORMAT: CL SUPPLY BREAKER AT POINT OF INTERCONNECTION. (#2 & #3) PLACARD(S) 5.1. ARIAL OR SIMILAR FONT, NON -BOLD. � w REQUIRED WITH #1 PLACARD WHEN UTILITY SERVICE AND PV SYSTEM DISCONNECT(S) ARE 5.2. MINIMUM 3/8" LETTER HEIGHT FOR HEADERS. cc NOT LOCATED NEXT TO EACH OTHER. MAP PLACARD REQUIRED AS SPECIFIED. 5.3. MINIMUM 1/16" LETTER HEIGHT FOR DATA 2. VALUES MUST MATCH EQUIPMENT CALCULATIONS. 5.4. CONTRASTING BACKGROUND AND LETTERING. 1. PLACARD PLACED ON EACH DISCONNECT, IF MORE THAN ONE PRESENT. 2.1. VALUES WILL MATCH LOAD CENTER OR SUB -PANEL VALUES IF INSTALLED AFTER 5.5. ALL CAPITAL LETTERS. 2. VALUES MUST MATCH EQUIPMENT CALCULATIONS. INVERTERS. IF AC CONNECTION TO SERVICE PANEL COMES FROM INVERTERS; SEE 5.6. CONTRASTING SPACE BETWEEN ROWS OF TEXT SEE SHEET "E-001 / DC DISCONNECT [#]" SHEET "E-001 / STRING INVERTER[#] SPECIFICATIONS". 5.7. DIMENSIONS OF PLACARDS ARE APPROXIMATE. MAY BE 3. CODE REFERENCE: NEC 690.53 1. PLACARD PLACED ON EACH SOLAR SYSTEM DISCONNECTING COMPONENT. 2.1.1. INVERTERS ARE PARALLEL CONNECTIONS. REDUCED AND/ OR INCREASED TO UL APPROVED N 2. VALUES MUST 2.1.2. " ::RATED AC OUTPUT CURRENT" WILL BE THE SUM OF THE INVERTERS MANUFACTURED PRODUCT Z 4. MINIMUM Of 2 1/2" x 8" OR 5" x Z 1/2" RESPECTIVELY. MATCH EQUIPMENT CALCULATIONS. SEE SHEET "E-001 2.1.3. AC NORMAL OPERATING VOLTAGE" WILL BE THE NAME PLATE RATING OF THE 6. ANSI Z535.4-2014 PRODUCT SAFETY SIGNS AND LABELS: THIS Q S. FONT: 3/8" HEADER, 3/16" DATA / AC DISCONNECT [#]" INVERTER INFORMATIONAL NOTE AND ITS REQUIREMENTS FOR PLACARDS 6. WHITE LETTERS ON A RED BACKGROUND, 3. CODE REFERENCE: NEC 690.54 3. CODE REFERENCE: NEC 690.54, NEC 705.12(D)(3) MAY BE USED WITH PRIOR APPROVAL OF THE AHJ. MOST a, ro 7. IN SOME CASES TWO LABELS MAY BE REQUIRED. AN INVERTER WITH INTEGRATED 4. MINIMUM OF 11/2" x 81/2" OR 13/4" x 61/2" RESPECTIVELY. 4. MINIMUM OF 2" x 61/2" (#1), VARIES (#2 & #3) NOTABLE DIFFERENCES IS COLOR OF PLACARDS AND USE OF HAND WRITTEN VALUES WITH INDUSTRIAL MARKERS ON U M 0 DC DISCONNECT UTILIZING TWO MPPT TRACKERS; IF CONFIGURATION USES S. FONT: 3/8" HEADER, 3/16" DATA S. FONT: 3/8" HEADER, 3/16" DATA (#1), 1/4" (#2 & #3) STANDARD PLACARDS WHERE THE VALUE MAY CHANGE ATA Q 0 00 DIFFERENT MODULES.FUTURE 6. WHITE LETTERS ON A RED BACKGROUND. 6. WHITE LETTERS ON A RED BACKGROUND. DATE. I.E. ADDING MODULES AT A FUTURE DATE, OR }- STANDARD PLACARD MANUFACTURER INSTALLED ON ELECTRICAL COMPONENT. AHJ APPROVAL REQUIRED. (SEE NOTE #1 FOR INDIVIDUAL PLACARDS) -I 0 `.� u E q�0 4 MAP PLACARD: MAIN SERVICE PANEL AND PV INVERTER (If NOT SAME LOCATION) SCALE: 5 MAP PLACARD: MAIN SERVICE PANEL AND PV INVERTER SCALE: 1/2" =1'-0" (IF Nor SAME LOCATION) 1/2" = V-0" 0 ro -b (WITH COMBINED WARNING PLACARD IF REQUIRED. EXAMPLE: LADWP) O M � 1. PLACARD PLACED AT ELECTRICAL SERVICE AND AT THE PV 1, PLACARD PLACED AT ELECTRICAL SERVICE AND AT = C) m CAUTION INVERTER IF NOT AT THE SAME LOCATION 2. MAP PLACARD PROVIDES A DIRECTORY OF THE SERVICE THE PV INVERTER IF NOT AT THE SAME LOCATION CAUTION 2 MAP PLACARD PROVIDES A DIRECTORY OF THE 12 u n O DISCONNECTING MEANS AND PHOTOVOLTAIC SYSTEM SERVICE DISCONNECTING MEANS AND POWER TO THIS BUILDING IS SUPPLIED DISCONNECTION MEANS. PHOTOVOLTAIC SYSTEM DISCONNECTION MEANS, Y N n FROM THE FOLLOWING SOURCES WITH 3. CODE REFERENCE: NEC 690.56(A)(B), 690.17(E), 705.10 3. CODE REFERENCE: NEC 690.56(A)(B), 705.10 POWER TO THIS BUILDING IS SUPPLIED Lo Q Q Q Z DISCONNECTS LOCATED AS SHOWN: 4. WHITE LETTERS ON A RED BACKGROUND. 5. MINIMUM OF 73/4"x5" 4, WHITE LETTERS ON A RED BACKGROUND. FROM THE FOLLOWING SOURCES WITH z d Q 5, MINIMUM OF 61/2"x61/2" Q Q 6. FONT: 3/4" "CAUTION", 1/4" "WARNING", 3/16" HEADER, DISCONNECTS LOCATED AS SHOWN: 6. FONT: 3J4" "CAUTION", 1/4" HEADER, 1/8" DATA 1/8" DATA AND NOTES AND NOTES p e• -I 14 ti N 7. PLACARD WILL BE PLACED ADJACENT TO THE MAIN SERVICE 7. PLACARD WILL BE PLACED ADJACENT TO THE MAIN DISCONNECT IN A LOCATION CLEARLY VISIBLE FROM WHERE SERVICE DISCONNECT IN A LOCATION CLEARLY 1-4 ip THE DISCONNECT IS OPERATED. (IFC 605.11.1.3) VISIBLE FROM WHERE THE DISCONNECT IS c O 8. 690.56(B) EXCEPTION: IF MAIN UTILITY SERVICE OPERATED, (IFC 605.11.1.3) N O (E) UTILITY METER & SERVICE PANEL DISCONNECT/BREAKER AND PV SYSTEM SUPPLY BREAKER / 8. 690.56(B) EXCEPTION: IF MAIN UTILITY SERVICE v N m v POINT OF INTERCONNECTION ARE CO -LOCATED; MAP PLACARDS MAY NOT BE REQUIRED. VERIFY WITH AHJ. (E) UTILITY METERl9 & SERVICE PANEL DISCONNECT/BREAKER AND PV SYSTEM SUPPLY BREAKER POINT OF INTERCONNECTION ARE > N m p INVERTER CO -LOCATED; MAP PLACARDS MAY NOT BE ` REQUIRED. VERIFY WITH AHJ. m W/ DC DISCO R \ INVERTER v „ - W/ DC DISCO _ SOLAR ARRAY o---- O /, SOLAR ARRAY (\ N N Q U WARNING City Of o 0 5 1 ELECTRIC SHOCK HAZARD - DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION Wheat RidQe ov u Lu Building Divisor`. l I Prism Solar TFC -'H NInI nr,IFq PV MODULE CUT SHEET Bifacial 368W t � � • , �/ i •1 •i i Prism's glass -on -glass modules make brilliant use of the sun by generating up to 35% more energy per Watt than traditional modules. High Module Efficiency Bifacial module efficiencies of up to 22.5% are achieved through the use of advanced bifacial N -type silicon cell technology, with LID resistance built in. Prism's cells of- fer near equal front and back efficiencies up to +22.5% helping customers capitalize on their solar investment. Superior Low Light Performance Prism's modules offer exceptional performance in low light conditions due to the additional back energy. Bifacial Technology Both front and back surfaces of the module are capable of generating electricity. The back surface generates ad- ditional power. Mounting considerations that maximize a site's available albedo light can yield up to 35% gain in energy generation per installed Watt. Seamless Integration Prism's frameless modules with our streamlined j -box offer a solution to many possible applications including: Awnings, Canopies, Carports, Commercial Rooftops, Dividers, Facades, Fencing & Siding. Quality and Reliability Highest fire rating possible, achieving A ratings in burn- ing brand and spread of flames. IEC/UL certified to bifacial (BSTC') standards with an additional 300W/m' irradiance to guarantee safe operation at bifacial levels. TUVRheinia)Ur, Prism Solar guarantees the front and back side power production for all its bifacial moduleS4 Proudly manufactured in the USA and ARRA compliant Bifacial Module Model B60-368 BSTC Electricall Data :.► ; ; .a .:: .:.0 Projected specifications for Front STC', Rear STC', Bifacial STC (BSTC') ELECTRICAL PARAMETER Front STC'M8.05 TC'F11.4 Rated Power Pmax (w) 290 1 Rated Voltage Vmp (V) 32.44 c) Elevate modules above the mounting Rated Current Imp (A) 8.95 1?� a Y m .rc nm..1x vtrM Open Circuit Voltage Voc (V) 40.2 40.2 40.2 Short Circuit Current Isc (A) 9.48 8.53 12.0 Module Efficiency (%) 17.4 15.6 22.1 Max System Voltage LIIJIEC 1000V Series Fuse Rating/Limiting Reverse Current 20A o PowerTolerance -1.5%/+3% -3%/+3% -30/o/+3% Electrical Parameter Tolerance -6%/+6% -6%/+6% -60/o/+6% Power Temperature Coefficient -0.4139 %/°C J Voltage Temperature Coefficient (Voc) -0.2923 %/°C O_ Current Temperature Coefficient (Isc) +0.0413 %/°C o NOCT (C°) 47°C +/- 2°C Methanic4pqt& Glass, Front & Back 2 x 3.7m Tempered Frame Type Frameless Bypass Diodes 3 Junction Box Slim Profile - Does not shadow bifacial cells Cable (Type/Gauge/Length) PV Wire/12 AWG/1000mm Connectors Tyco PV4 Exterior Glass Dimensions 1695mm X 984mm X 7.2mm (66.73in X 38.74in X 0.28in)' Weight 28.9kg (63.75 lbs.) Operating Conditions -°Co 8C °F)Temperature 40 4o Max Mechanical Load' 4 -point mount (80mm): 2400 Pa (snow/wind load) @ 4 -point and 6 -point mount (120mm): 5400 Pa (snow load)/2400 Pa (wind load) ertil caticip aWarranty t Certifications and Listings UL1703, IEC61215/61730 , CEC, CE, CAN -CSA, Fire Rating Type=13; Burning Brand =A; Spread of Flames =A Limited Warranty (Workmanship/Power) 10 Years/30 Years Output (Front and Back)` ' - Measurea at Stanclarp Jesting lonclitlons (5) IQ: cell temp 25"C, AML5, 1000W/m'. 2 - Length and width dimensions are +/- 5mm. 3 -To achieve this max weight loading, the support and racking system must meet the mechanical weight loading specified. 4 - Please see the Prism Solar Warranty for Bifacial Modules for complete details. * Bifacial STC (BSTC) = cell temp 25°C, AML5, 1000W/m2 (FRONT) + 300W/m' (BACK). Irradiance Dependence Bi60-36813SfC " 9f hro-. = 25'L 3w,mmnM = moa Wim flkCWY . )LT wnd 9ncb N 12 369 Z'X IC ficMmtlr¢p,1pC0'N,hi' 1-- surfaces, such as a white roof or crushed 350 C b-1l•s0, = WV1W c) Elevate modules above the mounting P.3.-----------------1 • fin4T hpt - bOJ'.YTt 1?� a Y m .rc nm..1x vtrM 3 0 21 � VCM9: N, Temperature Dependence 360-36813STC 1c .t- -1{199 W_ ^- C6 temp.^5`C. Pmpp-112.9W CIRS Mp taps temp.. 45 •C. -Ce.Nst^mp.=11•C, Prt =241.1W --_CeOs 1enor.=85 T, Pm 218.5 YI v°r,9em Dimensions, mm (in) Length & width dimensions and j -box location are +/- 5mm. 62 [2.441[ 1S�- TO MAXIMIZE POWER N a) Avoid shading the back side of the module by the support rack. b) Mount modules over highly reflective 1-- surfaces, such as a white roof or crushed white stone. c) Elevate modules above the mounting TUVRheinland surface as much as possible. d) Refer to the Design Guide IMPORTANT: Prism modules are rated at STC conditions and Bifacial STC conditions (BSTC`). BSTC' ratings account for additional power produced from the back of the module. Undercertain mounting conditions, Prism modules can produce more power than their STC rating.This additional power should be accounted by using the BSTC' rating when sizing and selecting system components. CAUTION: Read the Installation Manual and Design Guide carefully before using this product. - - -- -- - - -- All specifications are subject to change without notice. www.prismsolar.com Bi60-362BSTC, Bi60-368BSTC, Bi60-375BSTC Specifications, all values subject to change without notice. All rights reserved. Rev 1.21 KrSolar Prism T E C H N O L O G I E S 180 South Street, Highland, NY 12528 855-807-7476 (855 -80 -PRISM) LU LU L V) LU U a O m L.I.J W N 1-- __ o � LL 4- > m o Of C/) Z LL U m o Q I- 00 J o0 O_ o �+.0 O I- u_ E to a o m @ t C)Ln a LO LOLUCr LU CLz to z o o a Q <C L to 0 to Q V 0 N a city os W Wfieat Ridge w4w'w.prisrTisolar.com I gaailding division �,W� qgii w SolarEdge Single Phase Inverters for North America SE3000H-US / SE380OH-US / SE5000H-US / SE600OH-US / SE760OH-U S G7 INVERTER CUT SHEET sola oIa r �eeSingle Phase Inverters for North America S E 3 0 0 0 H - U S / S E 3 8 0 0 H - U S / S E 5 0 0 0 H - U S / S E 6 0 0 0 H - U S / S E 7 6 0 0 H - U S _ _TVSE3000H,U5 SE380OH-US ^ SE5000H-US SE6000H-US �SE7600H U5 T Rated AC Power Output ................ I ............ ......... , 3000 38005000 ................... ................... .................., 6000 7600 VA� Max. AC Power Output ........................................................ 3000 3800 ................... 5000 ................... ,................. .,................. 6000 7600 ..I....... VA AC Output Voltage Min. -Nom. -Max. (183: 208 : 229) - ✓ ............. Vac AC Output Voltage Min. -Nom: Max. (211- 240 264) ✓ ✓ ✓ ✓ ✓ Vac AC Frequency (Nominal) ............... ..... ................... .................... .. ... ...... 59.3 - 60 - 60.51'1 .. , ... .. Hz Maximum Continuous Output Current 208V ................... . ................... 24 ................... .................. ................... ............. A Maximum Continuous Output Current 240V ................ GFDI Threshold 12.5 16 ................... . 21 1 .................. 25 32 A ............. A Utility Monitoring, lslanding Protection, "........................ Countr C�onfigura Thresholds -INPUT Yes Maximum DC Power4650 5900 7750 930011800 W^ Transformer -less, Ungrounded Yes ..... ............. Maximum Input Voltage ......................... ................................ .. .... 480 Vdc Nominal DC In ut Volta e p.....,.. g .............................. ................... ..... ... .,....... ... 380 ...... 400 Vdc Maximum In ut Current 208V p .......................................... 1:::::: ................... .....1....... 15.5 ................... .............<.... ..... .................. Adc Maximum Input Current 240V ................... ........................... 8.5 10.5 13.5 .....,..,........... 16.5 1 20 ............. Adc Max. Input Short Circuit Current P 45 .... .. ............. Adc Reverse -Polarity Protection ........................................................ ...................................... Yes Ground -Fault Isolation Detection ......I ............... .... ....... I ...... ..... 600ku Sensitivity Maximum Inverter Efficiency CEC Weighted Efficiency .............................'o,n" ...................... 99 ....................................... 99.2 9g Nighttime Power Consumption � _ ................... < 2.5 ...........,.........,...,............ W i --"n nvut i ivevrjd rami unp Supported Communication Interfaces 1 Revenue Grade Data, ANSI C12.20 Rapid Shutdown - NEC 2014 and 2017 690.12 STANDARD COMPLIANCE Safety Grid Connection Standards Emissions _ INSTALLATION SPECIFICATIONS AC Output Conduit Size / AWG Range .......... DC Input Conduit Size / # of Strings /AWG Range .......... Dimension ..s .with..Safety. Switch....(HxWxD)........ .............................. Weight with Safety Switch Noise Cooling ................................................. Operating Tem erature Range Protection Rating ...................................... In For other regional settings please contact SolarEdge support 12l Revenue grade inverter P/N: SExxxxH-US000NNC2 31 Pending certification 141 Power de -rating from 50"C {st-40 version P/N: SExxxxFl-U5000NNU4 RS485, Ethernet, Zig8ee (optional), Cellular (optional) ................. Optional(li ..... ...... Automatic Rapid Shutdown upon AC Grid Disconnect UL1741, UL1699B, CSA C22.2, Canadian AFC1 according to T.I.L, M 07 ....................................................................... IEEE1547, Rule 21l", Rule 14 (HI) FCC Part 15 Class B 0.75:1" Conduit / 14 :6 AWG .................... ..................................... 0.75-1" Conduit /1.2 strings J 14.6 AWG ............ 17.7x14.6x6.8 /450x370x174 ......................................................... 25.3/11.5 ............................... ....... ..................................... Natural Convection ......................... ...... ......... ,.......... ........... .13 to +140 /-25 to +601'1 (-40"F / -40'C option)(') .................................................................... NEMA 3R (Inverter with Safety Switch) USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERi.ANDS-UK-ISRAEL-TURKEY-SOUTFIAFRICA-BULGARIA www.solaredge.us LU Q w LU Q 0 Y) Z J Q. U_ Q F_ J 0 0 0 0 -14 LO L6 H W U-1 V) F_ D U Cr LLJ ,n t/) LLI In N LU JJ z a Z 0 O Q Q Q N N zt 00 inm 6 v ti 0 > L7 � � v m rn m 0 0 C) 0 C) 0 U w me M�� 11".1 , —"�' "191-i, I Frame -Mounted Module ) Fast mount power optimizers with module -level optimization — Specifcaliy designed to work With SolarEdge inverters - Quicker installation bower optimizers can be mounted in advance saving installation time — Up to 25% more energy — Superior efficiency (99.5%) ^- Mitigates all types of modules mismatch -loss, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization Next generation maintenance with module level monitoring — Module -level voltage shutdown for installer and firefighter safety DC/DC CONVERTERS CUT SHEET solar•� e • SolarEdge Power Optimizer Frame -mounted Module Add -On P300/P370/P404/P500 Optimizer model P300 r P370 w P500— P404 -�— (typical module compatibilty) or 60 -cell (for high-power (for 96 -cell (for 60 cell Safety modules) 60 -cell and for modules) and 72 -cell, Yes .-........ ............... VD..........:.............. —� E -AR -E.... .. 2100-712..2013-05.... - — v --- - ---- 3333. 3333 . -- — 72 -cell modules T short strin +mss -11 Rated Input DC Power'i300 370 405 W ..... 500 ......... ......... Absolute Maximum Input Voltage 48 60 80 80 Vdc (Voc at lowest temperature) ........... .......... ..... MPPT Operating Range 8-48 , 8-60 8 - 80 12.5 - 80 Vdc ............... ............. . 3,333.. . Maximum Short Circuit Current (Isc) 11 10 1 Adc .3.3 .... ..... ...... ........................................................... ...... Maximum Efficiency 99.5 % ................................................................................................................................... Weighted Efficiency 98;8 % .3333..................................................................... _3333 .................................... .......... Overvoltage Category I OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 .............................................................. 3333.. ........ ... f 3333.. ... Maximum Output Voltage _ _ _ _ 60 _ 85 I All Vdc — OUTPUT DURING STANDBY DISCONNECTED FROM SOL_AREDGE INVERTER OR SOLAHEDGE INVERTER OFF) _(POWER _OPTIMIZER Safety Output Voltage per Power Optimizer 1t0.1 Vdc STANDARD COMPLIANCE—— EMC _........................................................................... FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 frame cross- Safety .... I...............I... .... ,33. .... 3 ... ............. 3.. JEC62109-1 (class 11 safety), UL1741 .......... . .. RoHS ..ai..y ........................................................................ FireeS _et __ Yes .-........ ............... VD..........:.............. —� E -AR -E.... .. 2100-712..2013-05.... - — v --- - ---- 3333. 3333 . -- — INSTALLATION SPECIFICATIONS MaximumAllowed System Voltage ............................. 300./.P370/ 1 16Minimum Dimensions(WxLxH) .....................1000...................... ..................,..... 139x165x41/5.47x6.5x1.61 139x165x49/ 139x165xS6/�mm/in ....Vdc................. ...... .......... ........ .....18..... 5.47xb.5x1.93 1 5.47x6.5x22 Weight {including cables) ........................ 750 / 1.65 775 / 1.7 870 / 1.9 895 / 2.0 .....................,...................... ...................... ......... gr / Ib .. ut C qn E!ctor ........ ...... ....... ..................................... MC4l :i SEN............................ ............. ............. Output Connector .................. I..... ...................., ... .. .................. .... ......,.................MC4 3.......333. Output Wire Length .............................................................. ........................................... 0.95/3.0 I 1.2/3.9 ............................. ............. m / ft Operating Temperature Range _...................................._.......................... 40 - +85 / -40 - +185 _..... _.-..............................................3333 ........... C / F Protection Rating IP68 / NEMA6P ,............ .............. �� .- .................. _.......,I............ Relative Humidity 3333 333,3 ....................................-............................. 0-100 ............. % in Rated STC power of the module. Module of up to *5%power tolerance allowed ul For other mnnector types please contact SolarEdge. It is not allowed to mir P404 with P300/P370/P500 in one string --- "' The P300/P370/P500 canna[ be used with the SE3x three phase inverter (available in some countries; refer to E -Series inverter de.,heet). LU LU V) LU LU a- U cc O w N ~ CfD� w CO V � N W w CV o co cV p CD rl I cc LU CO Z J a U m M 00 J O o v +, U O f° v E vM O Z M O co (� U o s M wN N _LO :E z UJ z LO Z Q Q Q Q U ti N ti 00 �N rn O u7t � v o a, > N C N M � r M r -I 0 0 0 U w THREE Supported PV SYSTEM DESIGN USING A SINGLE SINGLE THREE PHASE frame cross- SOLAREDGE INVERTERI') PHASEPHASE PHASE FOR MV section HD WAVE GRID 300./.P370/ 1 16Minimum S ..3.. 1.37........... ...... .......... ........ .....18..... (Power Optimizers) P404 6 13(12 with 14 ...................... SEN............................ ............. ............. Maximum String Length (Power Optimizers) .......................................... ........... 25 50 50 1.1-2.2mm/0.04-0.09in Maximum Power per String ............. 5700 5250 11250 12750 W — H I g..................g.........,..... ParallelStrin sof Different Len the ,............ .............. �� .- � �� > 12mm /0.48in ^ - - Yes It is not allowed to mir P404 with P300/P370/P500 in one string --- "' The P300/P370/P500 canna[ be used with the SE3x three phase inverter (available in some countries; refer to E -Series inverter de.,heet). LU LU V) LU LU a- U cc O w N ~ CfD� w CO V � N W w CV o co cV p CD rl I cc LU CO Z J a U m M 00 J O o v +, U O f° v E vM O Z M O co (� U o s M wN N _LO :E z UJ z LO Z Q Q Q Q U ti N ti 00 �N rn O u7t � v o a, > N C N M � r M r -I 0 0 0 U w AC DISCONNECT CUT SHEET Product Data Sheet D321 NRB Safety Switch , 30A, Fusible, Cartridge (Class H, K or R), 3 -Pole ® SC9LJARE 0 0 r, o LL _ w I— tiy Uhoeider �Icscrc N Q List Price $293.00 USD -j CO=) Availability Stock Item: This item is normally stocked in our distribution facility. =U) LU H a 0 V) F - w w Z) U IZ (�D,�7/ V W N O Technical Characteristics r, o Shipping and Ordering Terminal Type Lugs U) 0 Type of Duty General Duty Z Category 00106 - Safety Switch, General Duty, 30 - 200 Amp, NEMA3R Maximum Voltage Rating 240VAC J Discount Schedule DE1AT ' `0 Wire Size #14 to #8 AWG(AI/Cu) IZ 00785901461067 > Depth 3.75 Inches V v M Height 9.63 Inches Q v m 00 5.09 lbs. M Availability Code Stock Item: This item is normally stocked in our distribution facility. L Width 7.25 Inches J Returnability Y 00 Action Single Throw 0 MX N 0 v As standards, specifications, and designs change from time to time, please ask for confirmation of the information given in this document. Ampere Rating 30A O ro v1 Approvals UL Listed File: E2875 f' oA ro Ln 'a 0 U Enclosure RatingNEMA 3R 0 -F6 cc Enclosure Type Rainproof and Sleet/Ice proof (Indoor/Outdoor) 0 m r"a Enclosure Material Galvannealed SteelQ U O O � s Factory Installed Neutral Yes ra a Fuse Type Cartridge (Class H, K or R) cn N Disconnect Type Fusible w w w Z Short Circuit Current Rating 1001kA (max. depending on fuse type) Q cc O = O Q j Mounting Type Surface LO z 0 0 Number of Poles 3 -Pole r, o Shipping and Ordering 0 �N Category 00106 - Safety Switch, General Duty, 30 - 200 Amp, NEMA3R ,on' 0 0 Discount Schedule DE1AT ' `0 GTIN 00785901461067 > Package Quantity 1 v v Weight 5.09 lbs. M Availability Code Stock Item: This item is normally stocked in our distribution facility. L Returnability Y rtl Country of Origin MX N As standards, specifications, and designs change from time to time, please ask for confirmation of the information given in this document. V CD 0 0 U © 2010 Schneider Electric. All rights reserved. Schneider Wft UlElectTtc LU PATIO STRUCTURE CUT SHEET :.t. r 97 t, s:> si -in for patio structures. The benefits of SkyVft Roof Riser Hardware ✓ Affordable installation ✓ Simplifies rain gutters and roof tie-in ✓ Structurally sound and visually appealing ✓ Increases natural light and air flow ✓ Utilizes leak -proof standard roof jack flashing ✓ Eliminates low slope, provides more headroom Size Availability Standard Heavy Duty SK18-8 til to 3.5" Saddle v ROUGH BEAM ROUGH BEAM SK18-HD 3.5 SK24-HD 3.5 SK18-HD 411 SK24-HD 4111 3.5" Saddle 3.5" Saddle 4" Saddle 4" Saddle SK18-HD 5.5 SK24-HD 5.5 SK18-HD 611 SK24-HD 6R S,S" Saddle 5.5" Saddle 6" Saddle 6" Saddle MADE IN NOM U.S.A. Lift roof riser hardware Tm r'atew. pendirg For Contractors or DIY r n _ r newor existing patiocovers The SkyLif. hardware elevates a patio cover, pergola or arbor above an existing house roof. Construct a shed -style cover or awning that invites natural light and airflow. Build a gable roof 4 _„ without re -framing the house. Erect a sophisticated pergola or arbor using only two posts on the ground. The SkyLift opens up many design possibilities. w fir.-<`•. l ... ✓� „., SkyLift support Elevated Covers w a O LU a~ LU J ca w � N 00 .--i LU O N Q 0-0 0 ,i ti LLJ „ y' f Standard pipe flashing Pergolas and Arbors MADE IN T � f t U.S.A. L L roof riser hardware TM Learn more atSkyLiftHardware.com and view the short installation video 1-888-759-5488 Gabled Covers I— LU �W V U CL 0 LU M 0 t Lr) Z a J M ro U 0 0 Q 00 J U U 0 m Q V m 0 O m Cr O L u O � Y til to v w to to L 0 � = Z U UJ tri Z o o Q Qa Q v 0 0 U UJ FOR MORE INFORMATION VISIT: WWW.LIFETIMETOOL.COM OR CALL 1-877-904-1002 F — 17.96in 0 0 E 0 0 CI NOTES: 1. ORDER LIFETIME TOOL P/N: ULTIMATE 200 2, CARTON SIZE: 19.00" X 14.25" X 3.38" 3. CARTON QUANTITY: 1 PER CARTON 4. CARTON WEIGHT: 3.05# 5. INSTALLATION LUBRICANT WIPE INCLUDED IN EACH CARTON. 6. FITS 2" SCH. 40 PVC DWV PIPE PER ASTM D-2665 7. USE WITH LIFETIME TOOL EASYSLEEVE 200. 8. ALL PARTS MADE AND ASSEMBLED IN THE U.S.A. 9. FLORIDA PRODUCT CODE APPROVED #FL16031 8 6 FLASHING CUT SHEET Functional Test Description of Test Results ASTM E330-02 Structural Performance Test PASSED ASTM E-283-04 Air Leakage Test PASSED ASTM E-331-00 Water Penetration Test PASSED ASTM E330 Water Infiltration Test PASSED FM 4471, Appendix G Susceptibility to Leakage Test for Class 1 Panel Roofs PASSED ASTM 6117-09 Corrosion Resistance in a Controlled Salt Spray (fog) Test PASSED Florida TAS 100-95 Wind & Wind Driven Rain Resistance of Discontinous Roof Systems Performance Test PASSED 5 4 ID PVC MOLDINIG IAL WALL BBER MOLDING G-90 GALVANIZED STEEL PLATE ED WITH KYNAR (PVDF) TOPSIDE 'RIMER COAT BOTTOMSIDE ULTIMATE 200 Pipe Flashing •KtA'WEIAKY ANU GONFIOENTIAL �r"I THE \PORMATION CCMAWED 1N iH4 DRAW NG �.<Ni STHE SOLYP E YOF-1—TwIB El. ng [CALE IZE PIZJCIS AN REPROD C TION IN PART OR Al A 1 D -OLE WITH01fi HE WRITTEN PERHISS ON OF aimxa�� tea T -1R RUM'rrp2 mtl .IS STRCTLY'P 0 SREO. PROJECTM51o1 _ 3 . I IF anrnrz:a� V) w LU � cn � D W U oLLJLL li Ln_ Q LU JCO W U-) W 00 W 0 H N a00 O o > w N z QM CL m V o 0 Q 00 J 0 U 0 0 O Q00 4-' _ — ro >� U O t Y Ln wV) V) LU w 2 or Q 0 C U-) Z 0 as y N W V) C U O U i C7 aj C � tti M � 7 M 0 tn Q -S, "A a Sm, Is F R, 0 H, 13 SLTLRIiCTURRL' INNEENNEF 'N■.®oOp —4mma.— Structural Calculations for Solar Patio Structure at: 4100 Balsam St Wheat Ridge, CO 80033 Job: Pacello, Michael 8/8/2018 `101$0 � 4C 0/ ��// Design Criteria: 1 - Code: INTERNATIONAL BLDG CODE 2015 2- Wind: 140 MPH, Exposure: C 3- Snow: 35 psf 4- SITE CLASS D, SEISMIC DESIGN CATEGORY B 5- Aluminum Patio Manufacturer: C-Thru 6- Ultimate strength concrete: 2500 PSI (min) 7- Soils Min. Bearing Pressure: 1500 PSF per CBC 2016. CH. 18. Per approval of Bldg Dept. Soils and Geology: Soils Report by: N/A Notice: Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon, photocopy is void. Contractor/Client to verify existing dimensions/conditions prior to construction. The use of these calculations is solely intended for the above mentioned project. City of �/f W heat P*%p UMW Dmtcwmwr APPROVED Re+tiewed for Code Complisna 0 L BETr9�2tPtr` -o Q 45577 �S aPNIam'"er 949.254.2751 1 nwtruong@yahoo.como ',° �� -� , y8Kdit9i .,,nkrheBs.a rr, 3000 E. BIRCH STREET, SUITE 201, BREA, CA 92821 O onQpamputotiom shad not he a r: g c-. .:.., aM of the aovisian o/the DWi� a---- -.:a� •^ .-.�" .•., � -- pmumi to g4e owhoro to rioter of C~1 Mt Wvlsh- of the WKr (� 1/ codes or other orfwwnees of Mt City shop not be Voll i Il �� D I ROOF FRAMING PLAN C EXT. WALL EDGE C 20 EAVE EDGE C-Thru Rafters W/ 1.8" X 2.418" X 0.250" 3638 i -BEAM INSERT AND STIFFENERS r (Total of 10 Rafters) PRISM SOLAR PANELS 368W BIFACIAL MODULE (TOTAL OF 21 SOLAR PANELS) ON C-THRU GLASS ROOF ANCHORED WITH MFG. RAILS AND CLAMPS 2'-215/16" 12'-101/2"V.I. F. 3" X3"X4" A500 GR. B HSS POST WITH 0.04"X3"X3" POST SLEEVE W/(2) 2"X6 -1/2"X0.024" LA22/LA24 SIDE PLATES. 28'-0"V.I.F. NOTES: CONTRACTOR TO VERIFY SPACING OF C-THRU RAFTERS SOLAR PANELS SUPPORTED BY C-THRU ROOF SYSTEM RAFTERS,. WATER PROOFING BY GENERAL CONTRACTOR POST TO BE 3"x 3"X4" HSS Gr B A500 -USE (8) #14 SM SCREWS W/ 0.024" SIDEPLATES EACH BEAM TO POST - ALL STEEL BEAM AND POST MATERIALS ARE GALVANIZED FOR COMPLIANT ISOLATION FROM ALUMINUM MATERIALS. ALL ALUMINUM BEAM AND POST MATERIALS ARE PAINTED ON THE INSIDE AND OUTHSIDE AS AN ADDED ISOLATION BARRIER. Poo-L��FN �Q), 13ETT,q .sF o Q) ,PCO 09 O (n G, Q 45577 j v 0 0 O 0 E ~ ONP w SCALE: 1/4"=1'-0" OSHEET SIZE A3 z z A S-200 > w O Q o O LL. c -i - W_ wtz N LL LL O am O Lu w Z � N w a O o O EXT. WALL EDGE EAVEEDGE > Lu c]C LL > LL N J m w p o • Gl_ y of � U Q U w 00 O � iat roh u Lu a Vt-cNJrAP1, , l 1^`•� O W Q 6-20 APPROVED O o En m Q Comil liQC! a Lu U 0 o Lu 22 �% Ln i—I 2'-215/6"LRP 2Z�� w L v Lu 12'-101/2"V.I.F. naminer "e ��^ 2 Q = o = o z a r�rt.r...nie:rheasuanceoJeirrsit «dA-0vto/pbN3pWPC0b0u z Q Q � /�IPW ssWowheaP�dtar, oranawwWciany -bbrbsro �V 0Wcr0*PvWs1oreofdw1-ik* Dcode«Me^YCayam*anm Pcmn "" n o m Ireia�M�ywpm maw4ytoriowe61camdthe wav i0mvJthel04ft 3"X8"X0.042" BEAM W/ « ca0es «other fiances e1 the 04, Aall ra Z*w*Rd ,N.i N x� C) 2.50"X7.75"X0.105 C BEAM 00 �o INSERT. SEE DETAIL S-202 B. C) v N @ j p >c Ev m� V V m Poo-L��FN �Q), 13ETT,q .sF o Q) ,PCO 09 O (n G, Q 45577 j v 0 0 O 0 E ~ ONP w SCALE: 1/4"=1'-0" OSHEET SIZE A3 A SECTION B PAD FOOTING DETAIL 0 z QLn (Dz � zg 3"X3"X4" HSS POST WITH a Z 0.040" X 3"X3" POST SLEEVE cr o 00 WITH 20" EMBED IN LLJ LLLL FOOTINGS W Lu W a N � N EXISTING ROOF STRUCTURE P, P' Lu a p e ° e O O P w o > P 18"SKYLIFTER D SITTING ON 2X4 20 WALL EDGE OF Post Per Plan RESIDENC ° (1-STORY) u1 ° m ° Q o ° P° one $" X 9" STEEL Nm a m ROD (REBAR OR u u 00 P THREADED) OR BOLT a Z O LuU (E) CONCRETE $° e D CENTERED ON POST J >j 0 w SAB D ° 0 w Q (7 = V) 0_ ° H O p--1 m J Q vO W O 2 LI'Lnlr I __I ° g ° p I= °I-III u, v, In N N _ -� -` - - "- - SOIL � W o w o z _UNDISTURBED _I —III—III III—III III III=III- = III—III—III—III—III—I Q z Q <.< NOTES: VERIFY C-THRU RAFTERSRU — _ 2 CYLINDRICAL FOOTING -I-- r, o -� a 00 SOLAR PANECONTRACTOLS SUPPORTED ED BYING C THOF GLASS ROOF SYSTEM RAFTERS C-THRU �p0�- WATER PROOFING BY GENERAL CONTRACTOR OO �� gETTq�9 (�� p POST TO BE 3"x3"X4 HSS U 2P G ` o a 45577 o M NOTES: - MINIMUM F'(C) = 2500 PSI AT 28 DAYS U.N.O. S/ONA� �� o - SOIL BEARING PRESSURE = 1500 PSF c) - SOIL LATERAL BEARING (PASSIVE PRESSURE) = 250 PCF - COMPACT & PREPARE SOIL AND/OR SOIL COMPACTION TEST AS REQUIRED BY THE U AHJ PER GENERAL CONTRACTOR. - USE TYPE II/V CEMENT - ALL FOOTINGS TO BE POURED INTO UNDISTURBED GROUND city of - STEEL POST' W/ 0.04 SLEEVE WITH 20" EMBED FOR FOOTING SIZE OF w 3.3'X2' heat Ridge ilding Division AlRAFTER TO BEAM CONNECTION B RAFTER TO BEAM CONNECTION ,-CLAMP i � J %u,"Yh LuQ Lu 3"X8" BEAM GROOVES FOR CLAMPS o LL F - 0 F - SOLAR MODULESw (6)#8 TEK SELF RAFTER ZTAPPING SCREW = Ln ® ® uj Q o p N ® > Lu 2"X3" STIFFENER z Q M 0 Ll U Lu O U 00 Q J z O LL U O LL Q = N 1-2 O O J cr J Co Q Ca-CD U o W U a o r-1 = � DOUBLE BACK Y SEALING TAPE PO LICe, LPI STIFFENER CAP- 3"X8"X0.042" BEAM W/ w w 2.50"X7.75"X0.105 STEEL C; Q c`, o o z BEAM INSERT. ; 0 45577 �; z Q Q Q (� SOLAR GLASS �o�� r-, O �sS/ONA� tiNG 0 m o Ln rU O _N > N (u M 0 V V M /—'SOLAR MODULES ROOF 18" SKYLIFTERS w/ SADDLE o RAFTER AND BOLT cf) DBL. 2X4 C) M U NTI N TOP PLATE 9" X 3 2" X 4" BASE PLATE W/ 0 #8 TEKS EXISTING (8) #14X3" WOOD SCREWS ;ty0, o 11 @12 OC 2X4 WALL eotIWO w ding Dwisjon BU A POST CONNECTION B BEAM SECONDARY INSERT DETAIL C BEAM INSERT 0.105"X7.75"X2.5" 1" MIN F— N J HEADER BEAM Lu (2) 3X8 BEAM �� .042"X3"X$" OLu w � Ln LL Ln Qg O Li J W = CO N Oo O, w c (V O fV #14X21" SMS (4) EACH SIDE Lu L%l 3X3 POST z Q m m J a U W U p O Ib Q J0 z W O U O O ) WQ = 2 N W V' O= __J m Q C p o Lu U a o w L, I W V) V) W N V) W Q z o a o Q z Q o ro N h (n 2i W C;) n � � U O N NOT USED NOT USED > m o a a m f� 0 L /OF, O c) o�ND �O�.,P�O BETT,9O,cr�O U a 45577 �p ow °{ o ac mage o \' Whew s/ONA� Div15�p° uiidin9 i , a CITY OF WHEAT RIDGE _:��Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: go r Job Address: L/I 0 0 A I S +� S '7' Permit Number: :?0/70 0 9/ o ., b -T A F/0P76 vjr o P f f hj t�%, N S t; ry Sbv th S� l>� r? ❑ No one available for inspection: Time L p � AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE /7/VOccupancy/Type NSPE TION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection J� INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Mid -Roof Fire Inspection / Fire Protection Dist. Lath / Wall Tie Final Plumbing Rough Electric Final Mechanical Rough Plumbing/Gas Line Roof '116h ld2 M 6P1W-TJ4(,Z� • —/�/LK. '�A]r1'1 Rough Mechanical S, Final Building Rough Framing NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof '116h ld2 M 6P1W-TJ4(,Z� • —/�/LK. '�A]r1'1 Final Window/Doors S, Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. For low voltage permits – Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201700910 PERMIT NO: 201700910 ISSUED: 05/26/2017 JOB ADDRESS: 4100 Balsam ST EXPIRES: 05/26/2018 JOB DESCRIPTION: Remove all layers to deck; install new GAF shingles - 22 squares *** CONTACTS *** OWNER (720)235-2908 PACELLO MICHAEL SUB (303)435-0868 David Schumacher 150102 Galaxy Roofing Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,000.00 FEES ,. ln.> 0.00 Total Valuation ' u Use Tax 198.00 -- ---"`, Permit Fee 220.15 -- ** TOTAL ** 418.15 *** COMMENTS *** *** CONDITIONS *** 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) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A/2 -inch exists. 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,14Frms 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's 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 Residential Roofing PERMIT - 201700910 PERMIT NO: 201700910 ISSUED: 05/26/2017 JOB ADDRESS: 4100 Balsam ST EXPIRES: 05/26/2018 JOB DESCRIPTION: Remove all layers to deck; install new GAF shingles - 22 squares 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 furthe test that I am legally authorized to include all entities named within this document as parties to the work to be performed and taf aff work to be forme ' disclosed in this document and/or its' accompanying approved plans and specifications. 7 Signature of OWNER o 0 "ACTOR (Circle one) Date I. This permit was issu as on the information provided in the permit application and accompanying plans and specifications and is subject to the compl ance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and rocedures 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 ordi*ce 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheat -Midge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm itsCaki.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # 111 l !J 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: �� °Z) ��q A fA14-y �1 Property Owner (please print): Phone: c�'L� Phone: %Zo Property Owner Email: Mailing Address: (if different than property address) Address: .1, 414;iZ-__' City, State, Zip: Architect/Engineer E-mail: Contractor: Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: J�2— o�6V Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION Z RESIDENTIAL ROOFING ❑ RESDENTIAL 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 REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be 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.) Sq. Ft./LF Amps n z —A e,% Iz � � L 2_x To To 52 Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with 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 �ENTATIVE) of (9-WNER) (CONTRACTOR) PRINT NAME: ./�%�)G �/� SIGNATURE: DATE: ZONING COMMMENTS. Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Nater District ❑ Received ❑ Not Required Sanitation District 0 Received ® Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLERED. OCCUPANTLOAD: Building Division Valuation: $ �`-CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �r Job Address: L1 ( 00 lr� A Permit Number: 10000 9/ 6 NoT 14P10a 0Vr _. N 0 rJ P f rn i i C IV ❑ No one available for ins :Time / G 3y AM/PM Re -Inspection required: Yes N P (3 When corrections have been ma e, call for re -inspection at 303 -234- Date: - 03 -234 -Date: 7 - A Inspector: DO NOT REMOVE THIS NOTICE � =CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: gor Job Address: 4 A S 1, 1, �7 Permit Number: 0o 6 0 9/6 PPt2o N 0 rJ P r rpt t! I- tVg ,-) 0 r l �, T C_ ❑ No one available for ins i :Time /6 AM/PM Re -Inspection required: Yes N �� f 3 When corrections have been ma e, call for re -inspection at 303 -234- Date: - 03 -234 -Date: i - l A i Inspector: e DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201700910 PERMIT NO: 201700910 ISSUED: 05/26/2017 JOB ADDRESS: 4100 Balsam ST EXPIRES: 05/26/2018 JOB DESCRIPTION: Remove all layers to deck; install new GAF shingles - 22 squares *** CONTACTS *** OWNER (720)235-2908 PACELLO MICHAEL SUB (303)435-0868 David Schumacher 150102 Galaxy Roofing Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,000.00 FEES Total Valuation 0.00 Use Tax 198.00 Permit Fee 220.15 PAID Misc. Fee 10.00 ** TOTAL ** 428.15 *** COMMENTS *** *** CONDITIONS *** 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) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A/2 -inch exists. 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 manufacturera€ms 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's 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 Residential Roofing PERMIT - 201700910 PERMIT NO: 201700910 ISSUED: 05/26/2017 JOB ADDRESS: 4100 Balsam ST EXPIRES: 05/26/2018 JOB DESCRIPTION: Remove all layers to deck; install new GAF shingles - 22 squares 1, 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 authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 an 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 r ing of.a pall be onstrued to be a permit for, or an approval of, an violation of any provision of any applicable co a qj1kq�ce or isijktsdiction. Approval of work is subject to field inspection. Signature of Chief Building OfficialDate REQUESTS MUST BE MADE BY 11:59PM ANY BUSI S DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 41 CITY OF WHEAT RIDGE V,' Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: b) i i) Job Address: Q/ z b 13 S Permit Number: 7� t'7 O d 9! d ❑ No one available for inspection: Time /Z /U AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection -303-234=5933 Date: S u Inspector: 741 DO NOT REMOVE THIS NOTICE DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 95 -2337 BUILDING INSPECTION DIVISION - 235 -2855 CITY OF WHEAT RIDGE Date :12/4/95' 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: ORR EILEEN M Property Address: 4100 BALSAM ST Phone: Contractor License No.: 17566 Company: AAA Seamless Gutters Phone: 940 0277 OWNER /CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: $1,250.00 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 Permit Fee: $31.00 - 'covenants, :easements: or restrictions. of record; that all measurements shown, and allegations Plan Review Fee: $0.00 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 ith the Wheat Ridge Building Code (U.B.C.) and all other applicabl eat Ridge ordinance for ork under this permit. Use Tax: $18.75 (OWNER)(CONTRACTOR) SIGNED . ATE Total : $49.75 Description : GUTTERS, OWNSPOUTS AND PVC COATED FASCIA BUILDING DEPARTMENT USE ONLY IN _a 1 Approval: Zoning: Approval INERNININNEW Approval : Occupancy: Walls: Roof : Stories : Residential Units: Mechanical License No: Electrical License No : Plumbing License No: Company: Company: Company:' Expiration Date : Expiration Date: Expiration Date: Approval: Approval : Approval : Is Ijl "ll!'ll IN L ( mawnJes mm apeuncauons snan nor oe consimea To oe a permit for nor an approval of any Violation of the provisions f th ulldmg s or a other ordinance, law, rule or regulation Chief Building' Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234 -5933 24 HOURS PRIOR TO INSPECTION Ti--Z DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235 -2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address : q1 0 0 Phone Contractor License No. : Company: j�fyGs ✓' Phone : y K0 _ U 2 OWNER /CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value Cis I hereby certify that the setback distances proposed this permit application are accurate, Permit Fee: 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 Use Tax: application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable at Rid ordinances, f r drk under this permit. (OWNER)(CONTRACTOR) SIGNED '^ 1,=-= TDATE Total Description : "y�� v/ %�� / /�o� ✓Nf�ovrJ %ENO BUILDING DEPARTMENT USE ONLY Approval : Zoning: IfRIS Approval: L' Approval : i Occupancy: Walls : Roof : Stories : Residential Units Electrical License No : Plumbing License No : Mechanical License No Company: Company: Company: Expiration Date : Expiration Date : Expiration Date Approval : Approval : Approval Pf�ns.Required , _w`1 Plans Required (1) This permit was issued in accords the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat with 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 120 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 are made 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 proceedung 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. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234 -5933 24 HOURS PRIOR TO INSPECTION `< J DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 95 -2178 BUILDING INSPECTION DIVISION - 235 -2855 CITY OF WHEAT RIDGE Date: 11 /3/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: ORR EILEEN M Property Address: 4100 BALSAM ST Phone 456 -5406 Contractor License No.: 18616 Company: Legault Electric Phone: 4220114 OWNER /CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, Permit Fee: $45.00 and do not violate applicable ordinances, rules orregulations of the City of Wheat Ridge or - covenants, easements or restrictions of record; that all measurements sh wn, and allegations Plan Review Fee: .$0.00 made are accurate; that I have read and a redo abide b all conditio 5,p on this 'application, and that I assume full respo s for compllan ith e'Wheat idge Building Use Tax: $8.63 Code (U.B.C.) and all other applicable he Ridge ordinan f ork unde this permit. (OWNER)(CONTRACTOR) SIGNED. u �"i ° ATE Total : $53.63 Description : REPLACE ELECTRICAL SERVICE DAMAGED IN SNOW STORM -125 AMP SERVICE BUILDING DEPARTMENT USE ONLY REMENRIME Approval Zoning offiffiffiRENIM Approval: INININIMMENE Approval Occupancy: Walls: Roof : Stories: Residential Units: Electrical License No : Plumbing License No: Mechanical License No Company Company: ' Company Expiration Date: Expiration Date : Expiration Date: Approval : Approval : Approval (1) 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 Building. Code of wheal Ridge Colorado or any other applicable ordinances of It City.. ' (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the budding authorized is suspended or abandoned fora period of 120 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 sus ension 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 anew 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 )ob. - (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 otherordinanc ,.law, r / ule o regulation, ief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: .234- 5933.24 HOURS PRIOR TO INSPECTION IV 87Y L., DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235 -2855 CITY OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: �j � �c ✓� �ir A Property Address: Phone: Contractor License No. Company : // Phone � faa OWNER /CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown. and allegations made are accurate; that have read and agree,t�3 abide by all condit��gqns printed on this application, and that 1 assume full responslbil' for coml rice wi:%a Wheat Ridge Building Code (U.B.C.) and all other applicable W�le I Ridge ornces fd'r work un�'er this permit. (OWNER)(CONTRACTOR) Description : 3 Construction Value: 6 Permit Fee : Use Tax: Total : BUILDING DEPARTMENT USE ONLY Approval: Zoning: Approval : Approval : Occupancy: Walls .2�i✓G �,av��a f� ✓r v� C� J �,� Roof : Stories: Residential Units : Electrical License No: Plumbing License No : Mechanical License No: Company Z�e4 �G Company: Company: Expiration Date : Expiration Date : Expiration Date Approval : Approval : Approval P.fns:R_euired .,'' Rfans.Required 1 «Rttsitnu' (1) This permit was issued in accords 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 Building Code 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 120 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 are made 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 inspecuons and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construes 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. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234 -5933 24 HOURS PRIOR TO INSPECTION B uilding Permit Permit Number CITY OF ATHEAATRIDGE JJ 7500 West 29TH Avenue w , , 8/30/2005 Wheatridge, Co 80033 Inspection Line `303- 235 -2855 'CIYO�'Vlkleat6d - -� 303 -234 -5933 Residential Roofing PROPERTY 4100 Balsam St Unit: OWNER: '..Eileen Orr Description Tear off 3 layers and install new 15# felt. Reroof with 30 year Tamko Dimensional Shingles. 2300 sq. ft FEES Fee lDue (Paid ' I Use Tax $80.73 $80.73 Permit Fee' $126.50 `- $126.50 Total Fees $207.23 1$207.23 i` 4. CONTRACTORS ry Name ILicense #' Phone Blake Roofin & C inst. " 21274 303 654 -9849 F r e�,C9 %ir2CT2w, )�c'Y� tlzE I t£ZP22f(CC<iurer srla'. be as ite fr,r� ft pct 1 inspection which specij } }; ' Tng r eriaZ.s have been installed to mee x � f3 three- second Wind d /s -- -MC (90 x; X w Units: :Occupancy( Walls: Roof: Stories: Sq Feet: 0 4. I hareby certify that the setback distances p p d by this permit application are accurate, and do not violate applicable din nre s, rates or regulations fth City of Wheat Ridge or costumers, easements or restrictions of meant; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by W all conditions printed on this application, a and that I assume full responsibility for ompliance with the Wheat Ridge Budding Code (U.B.C.) and all other applicable Wheal Ridge J y n uce for workuade tles,ppeermitt..2p9a z. (OWNER NTRACTO) • t'�J�W V SIGN S I Thus t was issued in accordance with the t forth in o application and subject to the laws of the State of Colorado mad to the Zomm ts` Perini prove Y lie u j g Regulations and Building Code of Wh t Ridge, Col d or y other applicable ordinances of @e City. 2 This permit shall expire if(A) the work authorized is not commenced within sixty (60): days &am Issue date or on the building authorized is suspended or abandoned for a period of 120 days. -` 2 If this permit expires, a new permit maybe acquired for a fee ofoue- lialfthe amount normally resulted, provided no changes have been or will be made in the a torighealplatuand r , fi sand y cusp so o abandonment has not exceeded one(l) eac, if changes are made or f spen iron or abandonment �- one (1) yeey full fees shall be paid for a new permit. 5 . 0 No work of any manner shall be done that will change the natural Row cluster causing a drainage problem. r,. 5 Contractor shall notify the Rousing InVeefter twenl yfour( 24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phones or ha job. F ,, 6 Th i a perm the a o rdioval fd legs specifications p ¢tine LL y h of be construed to be a permit nor an approval of, any violation of die ¢build it or odes or n mmee, law, rule or regulation. 5i+ Chief Build., hispecm� � SIGNED DATE s Tuesday, August 30, 2005 Page 1 of 1 E:. ss� u COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: ofi -� ^ r� BUILDING INSPECTION LINE- 303- 234 -5933 Date: _ a CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303- 235.2855) OOCORAOD "PLIGATIQN Property Owner: FL- % b R K Property Address: 1 I (�L {� L-5 AM Phone: Contractor License No.: ((�� Company: I_.AXt RODVitJ9 � LOI ST. Phone: OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Dept. Valuation Figure: $ 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 otherapplicable Wheat Ridge Ordinances, for work underMis permit. Plans subject to field inspection. (OW NER)(CONTRACTOR): (OWNER)(CONTRACTOR):PRINTED DATE Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax :$ Total:$ Use of Space (description): Description of work: -g j�A fL 6 F F 1- j t E y EFC S A AS p ru CS AOu 'J'o , 4) ,xoo r f H 'C7 1 /ejL -lV S' !0 �Ri c5 f�( %N Sq. added COMMENTS: Approval: Zoning: COMMENTS: Approval: WORKS COMMENTS: Approval: BUILDING DEPARTMENT USE ONLY IRE DEPARTMENT COMMENTS: I Approval' Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (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 (90) 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 vrill 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 anew 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 subject to field inspections. - Chief Building Official