Loading...
HomeMy WebLinkAboutB17-2900 047-420-002} BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line (IVR) : 530.538.4365 (Cut off time for inspections is 3pm) Development Services cannot guarantee inspections on the date requested Office: 530.538.7601 Fax:530.538.7785 www.ButteCounty.net/dds Permit No: 'B 17-2900 Issued: .12/6/2017 APN: 047-420-002 Address: 4145 KEEFER RD, CHICO Owner: HENRY SCOTT ALEXANDER & COX Permit Type: SOLAR ROOF -RES Description: roof mount solar AREA 4 Flood Zone: X (Unsh SRA Area: LRA RlF.TRACKS for Zoninp- AG_ SRA. PW Front: Centerline of Road: Rear: SRA: Street: AG: Interior Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Tyve IVR INSP DATE Setbacks 131 Foundations / Footings 111 Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Setbacks 131 Do Not Pour Concrete Until Above are Signed Pre -Slab : 124 Gas Test Underground/floor 404 Gas Piping Underground/floor 403 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Blocking/Underpining 612 Tiedown/Soft Set System 611 Do Not Install Floor Sheathing or Slab Until Above Signed Shearwall/B.W.P.-Interior 134 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 417 Manometer Test Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 153 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 4 -Way Rough framing 128 Gas Piping House 403 Gas Test House 404 Shower Pan/Tub Test. '408 Do Not Insulate Until Above Signed Inspection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Plumbing Final 813 Fire Sprinkler Test or Final 702 Swimming Pools - Setbacks 131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite "' 506 Pre -Deck 505 Pool Fencing/Ala rms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 131 Blocking/Underpining 612 Tiedown/Soft Set System 611 Permanent Foundation System 613 Underground Electric 218 Sewer 407 Underground Water 417 Manometer Test 605 Continuity Test 602 Skirtin Ste s/Landin s 1 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: vl.b�n,�ti'v=�lf � a ►' n`�.. 'tT,;i?.o�� .ci".:w� ;�aa��',�i•�C.F"�'��.:`�'�`, Y�'..� .��4'''4. 4��.-{.�� �f.��s��.:p,A�-swr;r%iL„„.Pj�;y.��'`tn. .Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Public Works Final 538.7681 Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final "PROJECT FINAL *Project Final is a Certificate of Occupancy for (Residential Only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION SISI -2-3 9-7 Carbon monoxide alarms required by Sections R315.1 and R315.2 shall be installed in the following locations: 1. Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s). 2. On every level of a dwelling unit including basements. 8315.1.5 Multiple -purpose alarms: Carbon monoxide alarms combined with smoke alarms shall comply with Section R315, all applicable standards, and requirements for listing and approval by the Office of the State Fire Marshal, for smoke alarms. Butte County's Interpretation of 2013.CRC, Sections 314 & 315 for Smoke Alarms & Carbon Monoxide Alarms: Where alterations, repairs or additions exceeding $1,000 in valuation, existing dwellings shall be retrofitted with smoke alarms and those that have attached garages or fuel -burning appliances shall have carbon monoxide alarms installed. Existing smoke alarms can be replaced with dual function alarms for Smoke and Carbon Monoxide and in most cases will comply with the aforementioned code requirements for Carbon Monoxide Alarms. DECLARATION OF INSTALLATION UN®ER THE'PENALTY OF PERJURY As Owner/Contractor, I/we affirm and declare under the penalty of perjury, under the laws of the State of California, by our signatures below as Owner/Contractor, that I/we will comply prior to final inspection .with Items A & B as specified herein: A. Both Owner/Contractor have read and clearly understand the aforementioned 2010 California Residential Code (CRC) Carbon Monoxide Alarm requirements. B. Both Owner/Contractor are responsible for installing Carbon Monoxide Alarms prior to final inspection as per the:aforementioned building code and maintaining such installation. Smoke Alarms will also be installed prior to final inspection as per the 2010 CRC. Smokepnd Car on Monoxide alarms are now installed in the fpllowing. locations: Owner's name Owner's Contractor's name Contractor's signature: tense: I of_111_ I% Project Address: "Irk qlzee�G 0 Permit M. /7—(2qOO Page 2 of 2 Road of er Ke NMB 12/2W/G to _ '7 solar sub panel— Junction box _ All setbacks to comply with current Cal Fre setback regulations. All panels are to have a 3' setback from — — ® o / 1 roof ridges and 1' 6" setback from valleys and hips — ® ® o o ® ®� / 1 If modules are to be placed on both sides of a hip or valley. 11 O ® '7' 0 ® ® 00 ® O ® 1 1 O ® O 1 � ® 1 8' max span Microinverter O Solar sub panel 2'8" max cantilever MSP Comp roof stanchion N 1. THIS SYSTEM IS GRID-INTERTIED VIA (37) UL -LISTED POWER CONDITIONING Site Plan Rev. Date Description v , INVERTERS- ENPHASE IQ6PLUS-72-2-US 240(VAC) Drawn By: David W W 2. SYSTEM IS GROUNDED VIA BONDED COPPER WIRE & UNIRAC BONDING CLIPS Client : Scott Henry 3. THIS SYSTEM HAS NO UPS, NO BATTERIES 4145 Keefer Rd Chico, CA 95973 Date: 12/05/2017 4. THIS IS A ROOF -MOUNTED SYSTEM, ADDING 2.81 LB/sgFT. ROOF IS (1) LAYER OCOMP SHINGLE ROOFING (ROOF SLOPE IS 4:12) S. ROOF JOISTS ARE 2x4" ENGINEERED TRUSSES AT 24" O.C. SPACING Scale - NTS Z6. LAG SCREWS ARE 5/16" x 4" AT 96" O.C. MAX, W/3" INTO FRAMING. 7. LABELING DETAIL ON ATTACHED SHEET 8. BUILDING IS (1) STORIES. 12.77kW DC Photvoltaic System (37 Canadian Solar CS61.1-345M) 200A utility meter main AC CALCULATIONS Circuits 1-2 240V electric service from utility M (24 total) micro Pmax Canadian Solar CS6U-345M Imax Enphase -inverters (Each): 290 (Each) = 1.17A, IQ6PLUS 72 -2 -US 240(VAC) (1 ) 175A main breaker watts 240(VAC) (1) 60A, 2 pole, sub panel breaker Continuous Current = Imax x 1.2S = 14.04 A x 1.25 = 17.55 A Derate Ampacity = 90deg Rating of Conductor (T-310.16) x Con9Ddduit Fill Facto(T-310.15(8)(2)(a)on ctor .16) h = =30Ax.87x1.00=26.1A So that, Derate Ampacity > Continuous Current = 26.1 A > 17.55 A >> OK _ - - - And, Derate Ampacity > Overcvrrent Device Rating = 26.15 A > ` 20A>>OK - - - Circuit 3 Continuous Current = Imax x 1.25 = 15.21 A x 1.25 = 19.01 A Derate Ampacity = 90deg Rating of Conductor (T-310.16) - - - x 90deg Temp Correction Factor (T-310.16) h x Conduit Fill Factor (T-310.15(B)(2)(a) 4 =30 Ax.87x 1.00=26.1A ' - - - So that, Derate Ampadty > Continuous Current = 26.1 A > - - 19.01A»OK And, Duate Ampacity > Overcurrent Device Rating = 26.15 A > 60A solar sub panel 20 A >> OK CIRCUITS 1-2 - SOLAR CIRCUIT MAXIMUM CURRENT: - - - 14.04 A SOLAR CIRCUIT OPERATING VOLTAGE: 240V (3) 20A, 2 pole, backfed solar breaker CIRCUIT 3 - SOLAR CIRCUIT MAXIMUM CURRENT: - - - 15.21 A SOLAR CIRCUIT OPERATING VOLTAGE: 240V (37 Total) Canadian Solar CS6U-345M 345W -STC photovoltaic modules. - - _ For Each Module: Voc = 46.4 VDC Vmp = 38.1 VDC Imp = 9.06 A - - - Enphase & Uniracintergrated bonding Circuit 1 _ Icont = 17.55 A, 240 VAC NEC 705.12 120% Rule Calclulations Center Fed Panelboard Adjustment - N/A Supply Breakers + 20% 5 Busbar Rating Busbar Rating = 200A 175A Main (2) #12 THWN"2 _ (1) 1/C #12 Grid NMB 12/2W/G Circuit 3 Icont = 19.01 A, 240 VAC Circuit 2 (2) #12 THWN-2 Icont = 17.55 A, 240 VAC (1) 1/C #12 Grid(2) #12 THWN-2 NMB 12/2W/G (1) 1/C #12 Gnd NMB 12/2W/G EE 60A Solar 175A + 40A 5 200A * 1.20 235A 5 240A = OK 1. THE Pv SOURCE CIRCUIT IS NEGATIVELY GROUNDED v 2. WIRE AND SIZES ARE AS INDICATED OR LARGER. W 3. ALL EQUIPMENT IS BONDED BYUNIRAC INTERGRATED GROUNDING 4. THE ELECTRIC SERVICE PANEL WILL BE CLEARLY LABELED AS FOLLOWS: Single Line Drawing Client : Scott Henry 4145 Keefer Rd Ci11CO3 CA 95973 Drawn By: David W Date: 12/05/2017 Rev. Date Description "THIS PANEL IS FED BY THREE SOURCES: O SOLAR PHOTOVOLTAIC SYSTEM ON PREMISES" "WARNING: ELECTRIC SHOCK HAZARD. DO NOT TOUCH Z TERMINALS. TERMINALS ON BOTH THE UNE AND LOAD Scale - NTS 2 12.77kW DC Photvoltaic System (37 Canadian Solar CS6U-345M) SIDES MAY BE ENERGIZED IN THE OPEN POSITION. " MAXPOWER C56U-330 1 335 I 340 1 345M Canadian Solar's modules use the latest innovative cell technology, increasing module power output and system reliability, ensured by 15 years of experience in module manufacturing, well -engineered module design, stringent BOM quality testing, an automated manufacturing process and 100% EL testing. KEY FEATURES + Excellent module efficiency of up to 17.74 ' Outstanding low irradiance performance of up to 96.5 No.1 High PTC rating of up to PTC 91.7% IP67 junction box for long-term IP67 weather endurance 9r*ir Heavy snow load up to 5400 Pa, C� wind load up to 2400 Pa r CanadianSolar 25 e linear power output warranty years \Z_ t0 product warranty on materials `` years and workmanship ,11/ .................................................... MANAGEMENT SYSTEM CERTIFICATES* ISO 9001:2008 / Quality management system ISO 14001:2004 / Standards for environmental management system OHSAS 18001:2007 / International standards for occupational health & safety PRODUCT CERTIFICATES* IEC 61215 / IEC 61730: VDE / CE / CQC / MCS / INMETRO / CEC AU UL 1703 / IEC 61215 performance: CEC listed (US) / FSEC (US Florida) UL 1703: CSA / IEC 61701 ED2: VDE / IEC 62716: VDE UNI 9177 Reaction to Fire: Class 1 IEC 60068-2-68: SGS Take -e -way o�E �SPUS C E BBA✓ Ce)boa, e_E� * As there are different certification requirements in different markets, please contact your local Canadian Solar sales representative for the specific certificates applicable to the products in the region in which the products are to be used. ....................................................................................................................... . CANADIAN SOLAR (USA), INC. is committed to providing high quality solar products, solar system solutions and services to customers around the world. As a leading PV project developer and manufacturer of solar modules with over 17 GW deployed around the world since 2001, Canadian Solar Inc. (NASDAQ: CSIQ) is one of the most bankable solar companies worldwide. *For detail information, please refer to Installation Manual. ................................................................................................................................................................................................................................................................. CANADIAN SOLAR (USA), INC. 2430 Camino Ramon, Suite 240 San Ramon, CA, USA 94583-4385 1 www.canadiansolar.com/na I sales.us@canadiansolar.com ENGINEERING DRAWING (mm) Rear View ELECTRICAL DATA / STC* Frame Cross Section A -A Mounting Hole 2-R3.5 2-R4.5 O � CS6U 330M 335M 340M 345M Nominal Max. Power (Pmax) 330 W 335 W 340 W 345 W Opt. Operating Voltage (Vmp) 37.5 V 37.8 V 37.9 V 38.1 V Opt. Operating Current (Imp) 8.80 A 8.87 A 8.97 A 9.06 A Open Circuit Voltage (Voc) 45.9 V 46.1 V 46.2 V 46.4 V Short Circuit Current (Isc) 9.31 A 9.41 A 9.48 A 9.56 A Module Efficiency 16.97% 17.23% 17.49% 17.74% Operating Temperature -40°C - +85°C Opt. Operating Current (Imp) Max. System Voltage 1000 V (IEC) or 1000 V (UL) Module Fire Performance TYPE 1 (UL 1703) or CLASS C (IEC 61730) Open Circuit Voltage (Voc) Max. Series Fuse Rating 15A 42.4 V Application Classification Class A 7.54 A Power Tolerance 0-5W 7.74 A *Under Standard Test Conditions (STC) of irradiance of 1000 W/m2, spectrum AM 1.5 and cell temperature of 25°C ELECTRICAL DATA / NOCT* Anodized aluminium alloy J -Box IP67, 3 diodes Cable CS6U 330M 335M 340M 345M Nominal Max. Power (Pmax) 238 W 242 W 245 W 249 W Opt. Operating Voltage (Vmp) 34.2 V 34.5 V 34.6 V 34.7 V Opt. Operating Current (Imp) 6.96 A 7.01 A 7.10 A 7.17 A Open Circuit Voltage (Voc) 42.1 V 42.3 V 42.4 V 42.6 V Short Circuit Current (Isc) 7.54 A 7.62 A 7.67 A 7.74 A * Under Nominal Operating Cell Temperature (NOCT), irradiance of 800 W/mz, spectrum AM 1.5, ambient temperature 20°C, wind speed 1 m/s. PERFORMANCE AT LOW IRRADIANCE Outstanding performance at low irradiance, with an average relative efficiency of 96.5 % from irradiances, between 200 W/m2 and 1000 W/m2 (AM 1.5, 25°C). The specification and key features described in this datasheet may deviate slightly and are not guaranteed. Due to on-going innovation, research and product enhancement, Canadian Solar Inc. reserves the right to make any adjustment to the information described herein at any time without notice. Please always obtain the most recent version of the datasheet which shall be duly incorporated into the binding contract made by the parties governing all transactions related to the purchase and sale of the products described herein. Caution: For professional use only. The installation and handling of PV modules requires professional skills and should only be performed by qualified professionals. Please read the safety and installation instructions before using the modules. CS6U-335M / I-V CURVES 10 5 10 15 20 25 30 35 40 45 50 5 10 15 20 25 30 35 40 45 50 E 1000 W/w 5°C e 800 W/w 25°C ® 600 W/m45•C ® 400 W/W 65°C MECHANICAL DATA Specification Data Cell Type Mono -crystalline, 6 inch Cell Arrangement 72 (6 x 12) Dimensions 1960 x 992 x 40 mm (77.2 x 39.1 x 1.57 in) Weight 22.4 kg (49.4 lbs) Front Cover 3.2 mm tempered glass Frame Material Anodized aluminium alloy J -Box IP67, 3 diodes Cable 4 mm2 (IEC) or 4 mm2 & 12 AWG Temp. Coefficient (Isc) 1000V (UL), 1160 mm (45.7 in) Connector T4 (IEC/UL) Per Pallet 26 pieces, 635 kg (1400 lbs) Per Container (40' HQ) 624 pieces TEMPERATURE CHARACTERISTICS Specification Data Temp. Coefficient (Pmax) -0.41 % / *C Temp. Coefficient (Voc) -0.31 % / °C Temp. Coefficient (Isc) 0.053 % / *C Nominal Operating Cell Temperature 45±2 °C PARTNER SECTION ....................................................................................................................... .......................................................................................................................: ................................................................................................................................................................................................................................................................. CANADIAN SOLAR (USA), INC. January 2017. All rights reserved, PV Module Product Datasheet V5.531 P1_NA Data Sheet Enphase Microinverters Enphase - - U� To learn more about Enphase offerings, visit enphase.com The high-powered smart grid -ready Enphase IQ 6 MicroTM and Enphase IQ 6+ Micro'" dramatically simplify the installation process while achieving the highest efficiency for module -level power electronics. Part of the Enphase IQ System, the IQ 6 and IQ 6+ Micro integrate seamlessly with the Enphase IQ Envoy", Enphase Q Aggregator TM Enphase IQ Battery'", and the Enphase Enlighten"" monitoring and analysis software. The IQ 6 and IQ 6+ Micro extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing. Enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install • Lightweight and simple Faster installation with improved two -wire cabling • Built-in rapid shutdown compliant (NEC 2014) Productive and Reliable • Optimized for high powered 60 -cell and 72 - cell* modules • More than a million hours of testing • Class II double -insulated enclosure Smart Grid Ready • Complies with fixed power factor, voltage and frequency ride -through requirements Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles * The IQ 6+ Micro is required to support 72 -cell modules n ENPHASE• Enphase IQ 6 and IQ 6+ Microinverters INPUT DATA (DC) IQ6-60-2-US AND IQ6-60-5-US IQ6PLUS-72-2-US AND IQ6PLUS-72-5-US Commonly used module pairings' 195 W- 330 W + 235W -400W+. I Module compatibility 60 -cell PV modules only 60 -cell and 72 -cell PV modules Maximum input DC voltage 48V 62V Peak power tracking voltage 27 V - 37 V 27 V - 45 V Operating range 16 V - 48 V 16 V - 62 V Min/Max start voltage 22V/48V 22 V / 62 V Max DC short circuit current (module tsc) 15 A 15 A Overvoltage class DC port II II 'DC port backfeed under single fault - - -- 0A___ - --- -. - -- - 0 A p_ - PV array configuration 1 x 1 ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA (AC) IQ6-60-2-US AND IQ6-60-5-US IQ6PLUS-72-2-US AND IQ6PLUS-72-5-US Peak output power 240 VA 290 VA Maximum continuous output power 230 VA 280 VA Nominal volts a/ran ez 240 V / 211-264 V 208 V 10 / 183-229 V 240 V / 211-264 V 208 V 10 / 183-229 V Nominal output current 0.96 A 1.11 A 1.17 A 1.35 A Nominal frequency 60 Hz 60 Hz Extended frequency range 47 - 68 Hz 47 - 68 Hz -- — -- ----- - - -- - ----- Power factor at rated power -- ---------- �— - --- 1.0 — - - -- --- - 1.0 Maximum units per 20 A branch circuit 16 (240 VAC) 13 (240 VAC) 14 (single-phase 208 VAC) 11 (single-phase 208 VAC) Overvoltage class AC port --- - ---- Ilf --- -- --- - -- - - - - -- ----III - - -- ----------- --- -, AC port backfeed under single fault OA OA Power factorad-ustable or(adjustable) 0.7 1eadin g;... 0:7 lagging 0.7 leading ....0.7 lagging EFFICIENCY @240 V @208 V (10) @240 V @208 V (10) CEC weighted efficiency 97.0% 96.5% 97.0% 96.5% MECHANICAL DATA Ambient temperature range -40°C to +65°C Relative humidity range 4% to 100% (condensing) . Connector type MC4 or Amphenol H4 UTX Dimensions (WxHxD) 219 mm x 191 mm x 37.9 mm (without bracket) Weight 1.5 kg (3.3 lbs) - - Cooling Natural convection - No fans Approved for wet locations Yes Pollution degree PD3 Environmental category / UV exposure rating Outdoor - NEMA 250, type 6 (IP67) FEATURES Communication Power line Monitoring Enlighten Manager and MyEnlighten monitoring options Compatible with Enphase IQ Envoy Compliance UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES -0003 Class B, CAN/CSA-C22.2 NO. 107.1-01 This product is UL Listed as PV Rapid,Shut Down Equipment and conforms with NEC -2014 and NEC -2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according manufacturer's instructions. 1. No enforced DC/AC ratio. See the compatibility calculator at enphase.com/en-us/sul2port/module-compatabol'ty. 2. Nominal voltage range can be extended beyond nominal if required by the utility. To learn more about Enphase offerings, visit enphase.com © 2017 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc. E N P H A S E. 2017-05-01 e✓ LABELING - TYPE, INFO & LOCATION ,``DC CIRCUIT WARNING LABEL (CENTRAL' INVERTERS ONLY) a;- • ;r j MOUNT ON INVERTER . WHITE TEXT/RED BACKGROUND ENGRAVED PLACARD i a x q T 3/16"/13:Spt LETTERING WARNING : ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERM INALSTERMINALS ON BOTH THELINE AND LOAD SIDES MAYBE ENERGIZED IN THE OPEN POSITION. `OPERATING CURRENT: A OPERATING VOLTAGE : V _MAXIMUM VOLTAGE: V SHORT CIRCUIT CURRENT,: q = POINT.OF-INTERCONNECTION `-AC.WARNING LABEL<" �. MOUNT ON MAIN SERVICE PANEL OR SUBPANEL WHITE TEXT/RED BACKGROUND ENGRAVED PLACARD 3/16"/18ptLETTERING SUBPANEL POINT OF INTERCONNECTION LABEL sx MOUNT ON MAIN SERVICE PANEL WHITE TEXT/RED BACKGROUND ENGRAVED PLACARD _ 3/16"/13.Spt LETTERING �� . ate" C'S �,^.-3a&��i: rq �' rcir� ash, F"T..s�., 9 �'6" s�:yr `'tK` �'•�q. n- r . r CAUTION : SOLAR CIRCUIT -WARNING LABEL. ' AFFIX TO CONDUIT @ ENDS & 10' INTERVALS WHITE TEXT/RED BACKGROUND - REFLECTIVE STICKER 7/16" / 31.5pt LETTERING T row t07 THIS PANEL IS FED BY,7W0 SOURCES SOLAR PHOTOVOLTAIC SYSTEM ON PREMISES WARNING :.ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS.' ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. .MAX AC OPERATING CURRENT,: A OPERATING AC VOLTAGE: 1V SUBPANEL POINT OF INTERCONNECTION LABEL sx MOUNT ON MAIN SERVICE PANEL WHITE TEXT/RED BACKGROUND ENGRAVED PLACARD _ 3/16"/13.Spt LETTERING �� . ate" C'S �,^.-3a&��i: rq �' rcir� ash, F"T..s�., 9 �'6" s�:yr `'tK` �'•�q. n- r . r CAUTION : SOLAR CIRCUIT -WARNING LABEL. ' AFFIX TO CONDUIT @ ENDS & 10' INTERVALS WHITE TEXT/RED BACKGROUND - REFLECTIVE STICKER 7/16" / 31.5pt LETTERING T row t07 .' RAPIDSHUTDOWN t MOUNT ON MAIN SERVICE PANEL , WHITE TbIT/RED BACKGROUND -.REFLECTIVE STICKER ' 3/16 /18pt LETTERING' -t1rr ,3' he. yt U N�G..7 'a yt a,. c4r+v -�k r E -Mount Lag I QMSE - LAG 7F RIDGE ITEM NO. DESCRIPTION QTY./ I FLASHING, 9" X 12" X .040", 5052, MILL 1 2 QBLOCK, CLASSIC, A360.1 CAST AL, MILL 1 3 PLUG, SEALING, 5/16" X 7/8", EPDM / 18-8 SS 1 4 LAG SCREW, HEX HEAD, 5/16" x 5-1/2", 18-8 SS 1 5 WASHER, FENDER. 5/16" ID X 1-1 /4" OD, 18-8 SS 1 RACKING COMPONENTS NOT INCLUDED 5 r Quick Mount W j TITLE: AVAILABLE IN MILL, AND QMSE-LAG: QMPV E -MOUNT 3RONZE ANODIZED FINISHES WITH LAG BOLT MOUM W. AM R&RODUCIION N PMI OR AS UNLESS OTHERWISE SPECIFIED: SIZE DRAWN BY: RAD REV DIMENSIONS ARE IN INCHES TOLERANCES: A DATE: 3/2/2015 3 FRACTIONALS I/8 I DO NOT SCALE DRAWING TWOPLACEDECIMAt !.18 THREE PUCE DECIMAL. !.125 SCALE: I:3 1 WEIGHT -.0.96 I SHEET I OF Lag pull-out (withdrawal) capacities (lbs) in typical lumber: Lag Bolt Specifications Specific Gravity 5/16' shaft per 3' thread depth 5/16' shaft per 1' thread depth Douglas Fir, Larch .50 798 266 Douglas Fir, South .46 705 235 Engelmann Spruce, Lodgepole Pine (MSR 1650 f 8 higher) .46 705 235 Hem, Fir .43 636 212 Hem, Fir (North) .46 705 235 Southern Pine .55 921 307 Spruce, Pine, Fir .42 615 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) .50 798 266 Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) See NDSTable 11.5.1C for required edge distances. BI 7.2.3-31 Quick MountPvv RESPECT THE ROOF Mar -2015, Rev 3 PZ8 structural ENGINEERS January 12, 2017 UniRac 1411 Broadway Boulevard NE Albuquerque, New Mexico 87102-1545 TEL: (505) 242-6411 FAX: (505)'242-6412 Attn.: Engineering Department, Re: Engineering Certification for UniRac's SolarMount Code -Compliant Installation Manual 227.3 PZSE, Inc. -Structural Engineers has reviewed UniRac's "SolarMount Code -Compliant Installation Manual 227.3" published January 2014 and specifically "Part 1. Procedure to Determine the Design Wind Load", and "Part IL• Procedure to Select Rail Span and Rail Type". The procedures are used to determine the calculation of the design wind force, load combinations, applied loading and rail selection. All information, data and analysis contained within the Installation Manual are based. on, and comply with the following: 1. Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-05 and ASCE/SEI 7-10 2. 2012 & 2015 International Building Code, by International Code Council, Inc. 3. 2013 & 2016 California Building Code, by California Building Standards Commission 4. 2010 & 2015 Aluminum Design Manual, by The Aluminum Association This letter certifies that the structural calculations contained within UniRac's "SolarMount Code -Compliant Installation Manual 227.3 are in compliance with the above Codes. If you have any questions on the above, do not hesitate to call. Prepared by: PZSE, Inc. — Structural Engineers Roseville, CA 8.150 Sierra College B.oulevded, :Suite: 150,, Roseville, CA .95`661 T 916.961..3960 F 916.961,:3965 W WW :pue;com Experience l; lnfegril.y ( Empp qrty*t . .. - .... - - ®UNIRAC A HIITI GROUP COMPANY ' F e S SolarMount Technical Datasheet Pub 110818 -ltd V1.0 August 2011 SolarMount Module Connection Hardware........................:......................................... 1 BottomUp Module Clip.........................:...........................:...:.......................................1 MidClamp........................................'.............................................:....................:'.........2 EndClamp...............:.........................................................................................:..........2 SolarMount Beam Connection Hardware.....................:.......................................:........3 L-Foot......................................................................................... 3 SolarMount Beams ................................................... .............. "* . . *. -.4 SolarMount Module Connection Hardware BE SolarMount Bottom Up Module Clip Part No. 302000C Washed: Bottom Up Clip material: One of the following extruded aluminum Bottom Nl/y .' (►iidden see alloys: 6005-T5, 6105-T5, 6061-T6 U�F i Y +" ( �1 LOO . X Dimensions specified in inches unless noted • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: --0.031 lbs (14g) ,It • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one %"-20 ASTM F593 bolt, one %"-20 ASTM F594 serrated flange nut, and one %" flat washer • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, Tension, Y+ 1566 (6967) 686 (3052) 2.28 1038 (4615) 0.662 Transverse, X± 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441 Sliding, Z± 66 (292) 1 27 (119) 1 2.44 41 (181) 0.619 1 ,Fy 1 SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D Y_ A t•-► X Dimensions specified in inches unless noted SolarMount End Clamp Part No. 302001C, 302002C, 302002D, 302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C • .o® UNIRAC A HICTI GROUP COMPANY • Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi .. • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 lbs (23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac'/<"-20 T -bolt and one'/<" -20 ASTM F594 serrated flange nut • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Tension, Y+ 2020 (8987) 891 (3963) 2.27 1348 (5994) 0.667 Transverse, Z± 520 (2313) 229 (1017) 2.27 346 (1539) 0.665 Sliding, X± 1194 (5312) 490 (2179) 2.44 741 (3295) 0.620 Y x Is MUCK H5cur VARIES IYITH e MUE n+uxr�ss i Dimensions WecifiedWi • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • End clamp weight: varies based on height: —0.058 lbs (26g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac W-20 T -bolt and one W-20 ASTM F594 serrated flange nut • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory • Modules must be installed at least 1.5 in from either end of a beam Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Loads lbs (N) Resistance Factor, m Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.605 Transverse, Z± 63 (279) 14 (61) 4.58 21 (92) 0.330 Sliding, X± 142 (630) 1 52 (231) 1 2.72 79(349)1 0.555 R C F. Y y ' s hV,DO®U B V I _ A HILT] GROUP COMPANY.. SolarMount Beare Connection Hardware � �L, _ 4 • � ` SolarMount L-Foot : *y Part No. 304000C, 304000D ` • L-Foot material: One of the following extruded aluminum alloys: 6005- - T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized t'•`� f- L-Foot weight: varies based on height: -0.215 lbs (98g) i Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized ` Bolt UNIRAC documents ` L-Foot For the beam to L-Foot connection: x ' �' • Assemble with one ASTM F593 W-16 hex head screw and one errated '' ASTM F594'/8'serrated flange nut - Flange Nu • Use anti-seize and tighten to 30 ft-lbs of torque Resistance factors and safety factors are'determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory , NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff, lag screw, or other attachment method 3%AOTFOR - Wim( 1, > r_ Dimensions specified in inches unless noted Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Resistance Load Factor, lbs (N) m Sliding, Z± 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646 Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755) -0.575 Compression, Y- 3258 (14492) 1325(5893)1 2.46 1 2004 (8913) 1 0.615 Traverse, X± 1 486 (2162) 213(949)1 2.28 323 (1436) - 0.664 U N I RAC A HILTI GROUP COMPANY SolarMount Beams , Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310,168D 310208C,310208C-B,.310240C,310240C-B,310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) plf 0.811 1.271 Total Cross Sectional Area int 0.676 1.059 Section Modulus (X -Axis) in 0.353 0.898 Section Modulus (Y -Axis) in 0.113 0.221 Moment of Inertia (X -Axis) in" 0.464 1.450 Moment of Inertia (Y -Axis) in 0.044 ' 0.267 Radius of Gyration (X -Axis) in 0.289 1.170 Radius of Gyration (Y -Axis) in 0.254 0.502 g .387 y .750 _ Y Y 1.875 ►X ►X SolarMount Beam _ SolarMount HD Beam Dimensions specified in inches unless noted v _ SLOT FOR T -BOLT OR 1.728 �4" SLOT FOR T -BOLT OR HEX HEAD SCREW 1/" HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP • � . �, . f 3.000 . 1.316 •t . SLOT FOR ' 3/8" HEX BOLT O SLOT FOR _ 1.385 HEX BOLT g .387 y .750 _ Y Y 1.875 ►X ►X SolarMount Beam _ SolarMount HD Beam Dimensions specified in inches unless noted