Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
B17-1979 022-350-058
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.l3utteCountv.net/dds Permit No: B 17-1979 Issued: 10/16/2017 APN: 022-350-058 Address: 460 TRENT ST, BIGGS Owner: BECERRA JOSE & ANA M Permit Type: SOLAR ROOF -RES ` Description: SOLAR ROOF MOUNT- RES (3.808KW) 'AREA 1 Flood Zone: None SRA Area: No qFTRACKS for Zoning, 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 Type 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 Blockin /Unde inin 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 1. 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/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 131 Blockin /Unde inin 612 Tiedown/Soft Set System 611 Permanent Foundation System 613 Underground Electric 218 Sewer 407 Underground Water 417 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: k 01's; x. ° wl ` a a' " ra< cv °r' a ,IV, t�Aly •aad a >w 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 la •t`l•7) . 1 ui—• rjuai IJ a l ca tuivale ul vccupaucy jur tKesiuennm viny) PERMITS BECOME NULL AND VOID I YEAR FROiNI THE. DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRA'I-ION Butte County Department of Development Services FORM NO PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 DBI -01 av�u».:Lnu res + :. • �• Main Phone (530) 538-7601 Fax (530) 538-1785 ' www.buttecounty. netldds Declaration' of Installation for Smoke Alarms and Carbon Monoxide Alarms'.'" , The newly adopted 2013 California Residential Code requires the installation of Carbon ; i. Monoxide Detectors,in dwelling units and in sleeping units within which fuel -burning appliances, are installed and in dwelling units that have attached,garages. The policy for Carbon Monoxide Alarms in Butte County states: "Any permit obtained in which the value of work exceeds $1000 associated with'a Residential Group R Dwelling Unit or Sleeping Unit shall conform to the following 2013 California Residential Code requirements for Smoke and Carbon Monoxide Alarms (Section R314 & R315)." ' 2013 California Residential Code requirements for Carbon Monoxide Alarms:' R315.1 New construction: An approved carbon monoxide alarm shall be installed in dwelling - units and in sleeping'units within which fuel -burning appliances are installed and n dwelling ' units that have attached garages. R315.1.2 Power supply: For new construction required carbon monoxide alarms shall receive their primary power from the building wiring where such wiring.is served from a commercial source and shall be equipped with a battery back-up. Alarm wiring shall be directly connected to the permanent building wiring without a disconnecting switch other than as required for over - current protection. Exceptions: +' . ... ' r •t: 1. In dwelling units where there is no commercial power supply the carbon monoxide alarm may be solely battery operated. , • I r . 2. In existing dwelling units a carbon monoxide alarm is permitted to be solely battery operated where repairs or alterations do not result in the removal of wall and ceiling finishes or there is no access by means of attic, basement or crawl space. t R315.1.3 Interconnection: Where more than one carbon monoxide alaim is required to be installed within the dwelling unit'or within a sleeping unit the 'alarm shall be intercornected in a manner that activation of one alarm shall activate all of the alarms in the individual .init. p Exception: - 1. Interconnection is not required in existing dwelling units where repairs do not result in the ssoace, and no previous method for interconnection existed. f-1 s R315.2 Where required in existing dwellings:- Where a permit'is required for alterations, repairs or additions exceeding one thousand dollars ($1,000), existing dwellings or sleeping units. that have attached garages or fuel-burning•appliances shall be provided with a carbon monoxide alarm in accordance with Section. R315.1 -Carbon monoxide alarms shall only be required in the 'specifi,cAdwelling unit or sleeping unit for which the' permit was obtained. R315.2.6�Alarm requirements: No person shall.install market, distribute, offer for. sale or sell any carbon monoxide device in the State of California unless the device and instruct -ons have been approved and listed by the State Fire Marshal. Page 1 of 2 Revised 7.20.2015 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. R315.1.5 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 UNDER 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. Smoke and Carbon Monoxide alarms are now installed in the following locations: Owner's name (print)*.. Owner's signature: -f.q Contractor's name (print Contractor's signature:_z Project Address: Revised 7.20.2015 :e: GZ—� License: (-)% 702.7 Page 2 of 2 it#: Z/7 -L979 MAP OF LOCATION a f 4801 N UNIVERSITY AVE, #900 ' PROVO, UT 84604 f (888)781-7074 • , �, .�- - -•; y `Y, ,� .•`i. Y ,- - - •' ,.. • , � ri a. ...fin r '�` ♦ , c W� z Q ��' ,�. •• - - ' "" n„e,y �- .. +�;r.•iA...n .. :. r,. _.,e ..3vd xn.ti � .,�� aa'F. , �_'� x,..,, _ _ ,_ Y# , .amu•.•,. � _ +a�-►,�,��h`i.��- �'+y�"yip�v.`'^s�r..�'.` MAP OF LOCATION a f 4801 N UNIVERSITY AVE, #900 ' PROVO, UT 84604 f (888)781-7074 • , �, .�- - -•; y `Y, ,� .•`i. Y ,- - - •' ,.. • , � ri a. ...fin r '�` ♦ , c W� z Q ��' ,�. •• - - ' "" LICENSED ELECTRICAL CONTRACTOR •. r. .. .. _ ,_ , COMPANY: _ ION DEVELOPER LLC CLASSIFICATION: '- •.'. 1 '• - - C 10 ' - n . ' .i. •t, .+ ♦ - ... r _' . �� t - • ' _. � rh : .�.� - LICENSE NUMBER: 1027027 EXPIRATION: norHORMDCONrRACrDR: t L . .. '"'' I _ • - .. > .. - 5/31/2019 SYSTEM SIZE: 4.48 -kW DC 4 r • ' - �, ' �,,, . ti # + 3.68 kW AC _ T 1 `16 MODULES .r • .r DATE: 9I11I2017 R • �. -.. i ► • - e •_ . - �- - S• �_` - f • •* �r t; ,. _r r"} - f^ �. „�. "ti �, �' ra:_ ; r` 6 �".r.., a. r J h•..� 4 . r DRAWN BY: m• JP - _..r r �, b - r ., tit `.:. •M• ,. v ' r 4 r'. <-� ► ADDITIONAL NOTES: SCOPE OF WORK: THE SYSTEM CONSISTS OF A 4.48 KW DC (3.68 KW AC) ROOF -MOUNTED PHOTOVOLTAIC POWER SYSTEM OPERATING IN • - ` PARALLEL WITH THE UTILITY GRID. THERE ARE (16) TRINA TSM-280DD05A.05(11) MODULES AND (16) ENPHASE IQ6-60-2-US MICRO -INVERTERS, MOUNTED ON THE BACK OF EACH PV MODULE, CONNECTING TO THE UTILITY GRID THROUGH THE ' EXISTING' MAIN LOAD CENTER. ELECTRICAL MODIFICATIONS - WILL BE MADE TO THE MAIN LOAD CENTER. ' INTERCONNECTION METHOD: LOAD -SIDE BREAKER • • ' SHEET: ROOF MATERIAL: SHINGLE COVER ALL CONDUIT WILL BE PAINTED_ TO MATCH THE EXISTING STRUCTURE. PROJECT WILL COMPLY WITH THE 2016 CRC, 2016 CEC, 2016 PV 1.0 CBC, AND 2016 CFC, 2015 IRC, 2014 NEC, 2015 IBC, 2015 IFC. AC DISCONNECT LOCATED NEXT TO OR WITHIN 10 FEET OF MAIN SERVICE PANEL(LINE OF SIGHT MAINTAINED). uN It 4801 N UNIVERSITY AVE, #900 PROVO, UT 84604 (888)781-7074 n p U` r O (16) PV MODULES WITH MICRO -INVERTERS. MICRO -INVERTERS HAVE BUILT-IN RAPID SHUTDOWN IN LICENSED ELECTRICAL CONTRACTOR COMPANY: COMPLIANCE WITH CEC 690.12 ION DEVELOPER LLC CLASSIFICATION: C10 " LICENSE NUMBER:. nvixowzeo co\�xncroR . 102702 EXPIRATION: - .5/31/2011 9 SYSTEM SIZE: 4.48 kW DC ' 3.68 kW AC 16 MODULES DATE: 9/11/2017 . .. DRAWN BY: JPL ADDITIONAL NOTES: ®- CIRCUIT 1 ® CIRCUIT 2 - SCALE: ' SHEET: SITE PLAN PV 2.0 r 3 I PV MODULES AND MICRO -INVERTERS. MICRO -INVERTERS HAVE BUILT-IN RAPID SHUTDOWN IN COMPLIANCE WITH CEC 690.12 MECHANICAL FASTENING/MOUNTING. REFER TO PAGE 5 FOR SECTION DETAIL &ATTACHMENT INFO. ROOF SECTION DATA ROOF SECTION A B C D E F G H MODULES 11 5 TILT 18 18 AZIMUTH 180 270 SOLAR ACCESS AVG. 88.00% 98.00% aIUN 4801 N UNIVERSITY AVE, #900 PROVO, UT 84604 (888)781-7074 ^ r w u, U F" rn v� � W LICENSED ELECTRICAL CONTRACTOR COMPANY: ION DEVELOPER LLC CLASSIFICATION: 3' C 10 nvrx0RMDc0\Tancr0a LICENSE NUMBER: 102702 ` - EXPIRATION:: 5/31/2019 SYSTEM SIZE: 4.48 kW DC 3.68 kW AC 16 MODULES DATE: 9/11/2017 DRAWN BY: JPL ' ADDITIONAL NOTES: FIRE CODE OFFSET 31 _ 2"'X 4" TRUSS SYSTEM 24" ON CENTER SCALE. CANTILEVERS WILL BE NO MORE THAN 24" ATTACHMENT POINTS WILL BE NO MORE THAN 6' APART, STAGGERED SHEET: ROOF PLAN PV 3.0 WEATHER DATA HIGH TEMP, 2% AVG. 38 OC: MIN DESIGN TEMP -3 OC GROUND SNOW LOAD 0 psf WIND SPEED 110 mph" MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION PLUMBING VENTS, MECHANICAL EQUIPMENT, FROM 2009 ASHRAE HANDBOOK - FUNDAMENTALS 1. HIGH TEMPERATURE 2% AVERAGE BASED ON ASHRAE HIGHEST 8. PV INSTALLATION SHALL NOT OBSTRUCT ANY MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION PLUMBING VENTS, MECHANICAL EQUIPMENT, W MOST SIMILAR TO INSTALLATION LOCATION MECHANICAL VENTS, OR BUILDING ROOF ' 2. MINIMUM DESIGN TEMPERATURE BASED ON ASHRAE MINIMUM VENTS IN ACCORDANCE WITH CPC 901.1, CPC H MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION 906, AND CMC 304. MOST SIMILAR TO INSTALLATION LOCATION 9. CONNECTORS THAT ARE NOT READILY 0 ` 3. ALTERNATE POWER SOURCE PLACARD SHALL BE PERMANENTLY ACCESSIBLE AND THAT ARE USED IN THE ATTACHED TO A/C DISCONNECT. CIRCUITS OPERATING AT OR OVER 30V AC OR 4. ELECTRICAL INSTALL SHALL COMPLY WITH 2016 CALIFORNIA DC SHALL REQUIRE A TOOL FOR OPERATING ELECTRICAL CODE (INCLUDING AN "ALTERNATE POWER SOURCE AND ARE REQUIRED TO BE MARKED "DO NOT LICENSED ELECTRICAL CONTRACTOR COMPANY: PLACARD") DISCONNECT UNDER LOAD" OR "NOT FOR ION DEVELOPER LLC 5. ALL SOLAR MODULES, EQUIPMENT, AND METALLIC COMPONENTS CURRENT INTERRUPTING" cLAssOCATION: """'°" DC0N'MA=P- SHALL BE BONDED • 10. THIS SYSTEM IS IN FULL COMPLIANCE WITH LICENSENUM13ER: 102702dew EXPIRATION: 5/31/2011 9 6. - IF THE EXISTING MAIN SERVICE DOES NOT HAVE VERIFIABLE - THE CALIFORNIA FIRE CODE FOR SYSTEM SIZE: 4.48 kW DC GROUNDING ELECTRODE, IT IS THE PV CONTRACTOR'S PHOTOVOLTAIC INSTALLATION AND ARTICLE 3.68 kW AC -RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING 690 OF THE NATIONAL ELECTRIC CODE (NEC'. 16 MODULES DATE: 911/2017 • ELECTRODE _ NFPA 70) DRAWN BY: TPL . - 7. EACH MODULE SHALL BE GROUNDED PER MANUFACTURER. 1 I.• BUILDING CONSTRUCTION TYPE: TYPE V ADDITIONAL NOTES: INSTRUCTIONS AND APPROVED METHODS 12. BUILDING OCCUPANCY TYPE: R3 ` PHOTOVOLTAIC MODULE FLASHING ION 4801 N UN]VERSITY AVE, #900 PROVO, UT 84604 (888)781-7074 MODULE CLAMP �'��• LICENSED ELECTRICAL CONTRACTOR COMPANY: ION DEVELOPER LLC p L1`_ (1)5/16 "Qi X .•:';•''y"' -' T!f • ' CLASSIFICATION: C 10 T" - 18-8 SS LAG SCREW.-- MSI ALPHA+ RAIL ^��^�i`: r /:. / .;..�- � ' LICEN0270NUMBER: 27 EXPIRATION: AUT 111COY ACTOR: ode 5!31/2019 2 1/2" MIN. EMBEDMENT w �W) SYSTEM SIZE: 4.48 kW DC L -FOOT 3.68 kW AC PLYWOOD 16 MODULES pq F o� .' - }COMP e DATE: 7 9/11/201 .. w ECOFASTEN COMP DRAWN BY: JPL • tee...... - ADDITIONAL NOTES: ►� ROOF TILT(S): 180 _ TRUSS SHINGLE MOUNT - �'��• LICENSED ELECTRICAL CONTRACTOR COMPANY: ION DEVELOPER LLC p L1`_ (1)5/16 "Qi X .•:';•''y"' -' T!f • ' CLASSIFICATION: C 10 T" - 18-8 SS LAG SCREW.-- ^��^�i`: r /:. / .;..�- � ' LICEN0270NUMBER: 27 EXPIRATION: AUT 111COY ACTOR: ode 5!31/2019 2 1/2" MIN. EMBEDMENT .�-^• � / - SYSTEM SIZE: 4.48 kW DC 3.68 kW AC PLYWOOD 16 MODULES ' - � :� � . ♦ � .' - }COMP e DATE: 7 9/11/201 .. DRAWN BY: JPL • SHINGLE V GLLI ADDITIONAL NOTES: ROOF TILT(S): 180 _ TRUSS r SHEET: MOUNTING PV 5.0 ION ` 4801 N UNIVERSITY AVE, #900 PROVO, UT 84604 (888)781-7074 THIS. PV SYSTEM WILL HAVE THE FOLLOWING MARKINGS : - 1 -- MATERIALS USED FOR MARKINGS WILL BE WEATHER RESISTANT. THE UNDERWRITERS LABORATORIES MARKING AND LABELING SYSTEM 969 (UL969) WILL BE USED AS STANDARD TO DETERMINE WEATHER RATING. - 2 -- MARKING STATING "CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED" WILL BE PLACED AT THE MAIN SERVICE DISCONNECT. 3 -- MARKING STATING "WARNING: PHOTOVOLTAIC POWER SOURCE" WILL BE PLACED ALONG DIRECT CURRENT CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, AND JUNCTION BOXES. 4 -- THE MARKING WILL BE MADE TO THE FOLLOWING SPECIFICATIONS: ` • RED BACKGROUND • WHITE LETTERING • MINIMUM 3/8" LETTER HEIGHT •. ALL CAPITAL LETTERS • . ARIAL OR SIMILAR FONT, NON -BOLD R • REFLECTIVE, WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT, (DURABLE ADHESIVE MATERIALS MAY MEET THIS REQUIREMENT) .5-- MARKING WILL BE PLACED ON ALL INTERIOR AND EXTERIOR CONDUIT, RACEWAYS, ENCLOSURES, CABLE = ASSEMBLIES, AND JUNCTION BOXES TO ALERT THE FIRE SERVICE TO AVOID CUTTING THEM. MARKINGS WILL BE PLACED. ON ALL EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, AND CABLE ASSEMBLIES EVERY 10 FEET, AT . TURNS AND ABOVE. AND/OR BELOW PENETRATIONS AND ALL DC COMBINER AND JUNCTION BOXES. LICENSED ELECTRICAL CONTRACTOR COMPANY: ION DEVELOPER LLC CLASSIFICATION: C 10 LICENSEAU7 11D CD.V'IAACTM 1027027 I��IJQ/%/J//�j EXPIRATION:TION: R: 5/31/2019 SYSTEM SIZE: 4.48 kW DC 3.68 kW AC '16 MODULES DATE. 9/11/2017 DRAWN BY: JPL ADDITIONAL NOTES SHEET: SYSTEM MARKINGS PV 6.0 ION THIS PV SYSTEM WILL HAVE THE FOLLOWING MARKINGS: 4801 N UNIVERSITY AVE, #900 PROVO, UT 84604 (888)781-7074 � PHOTOVOLTAICS - DC DISCONNECT CEC 690.14 (C)(2) LOCATED ON THE DC DISCONNECT PORTION OF THE INVERTER (FOR STRING INVERTERS, NOT APPLICABLE TO MICRO -INVERTERS) PHOTOVOLTAIC AC DISCONNECT RAPID SHUTDOWN SWITCH CEC 690.14 (C)(2) LOCATED ON THE AC DISCONNECT PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN MICRO -INVERTERS SERVE AS RAPID SHUTDOWN DEVICES AT MODULE LEVEL CEC 690.56 (B) & (C) - LOCATED ON THE AC DISCONNECT AND ALL JUNCTION ^ BOXES AT ARRAY LEVEL PHOTOVOLTAIC SYSTEMS AC SYSTEM SPECIFICATIONS SYSTEM SIZE: KW COMBINED OPERATING RATING: AMPS RATED OUTPUT VOLTAGE: VAC CEC 690.17 & CEC 690.54 LOCATED ON MAIN SERVICE PANEL WARNING: DUAL POWER SOURCES THIS EQUIPMENT FED BY MULTIPLE SOURCES SECOND SOURCE IS PHOTOVOLTAIC SYSTEM RATED AC OUTPUT CURRENT AMPS AC NORMAL OPERATING VOLTAGE VOLTS CEC 690.54 & CEC 705.12(D)(7) PLACE ON MAIN SERVICE PANEL AND ON SOLAR PV COMBINER PANELBOARD PV SYSTEM AC DISCONNECT SECOND SOURCE IS PHOTOVOLTAIC SYSTEM RATED AC OUTPUT CURRENT AMPS AC NORMAL OPERATING VOLTAGE . • VOLTS CEC 690.54 PLACED NEXT TO THE SOLAR PV BREAKER AND ON AC DISCONNECT WARNING: PHOTOVOLTAIC POWER SOURCE CRC R331.2 - PLACED ALONG DIRECT CURRENT CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, AND JUNCTION BOXES WARNING: ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE. OPEN POSITION CEC 690.17 & CEC 690.54 PLACED ON OR ADJACENT TO THE AC DISCONNECT AND DISCONNECTING MEANS (SOLAR PV BREAKER) WARNING: ELECTRIC SHOCK HAZARD GROUNDED CONDUCTORS MAY BECOME UNGROUNDED AND ENERGIZED IF A GROUND FAULT IS INDICATED CEC 690.5 (C) PLACED ON ALL INVERTERS AND JUNCTION BOXES, OR PLACED NEAR THE GROUND -FAULT INDICATOR AT A VISIBLE LOCATION WARNING: ELECTRIC SHOCK HAZARD MICRO -INVERTER PHOTOVOLTAIC SYSTEM DC CONDUCTORS OF PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED CEC 690.35 (F) PLACED ON ALL INVERTERS, JUNCTION• ti BOXES AND SOLAR PV COMBINER PANELBOARD WARNING:- INVERTER ARNING:-INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 705.12 (D)(7) PLACED NEXT TO THE SOLAR PV BREAKER ON THE MAIN SERVICE PANEL, AND ON THE SOLAR PV COMBINER PANELBOARD _ LICENSED ELECTRICAL CONTRACTOR COMPANY: ION DEVELOPER LLC CLASSIFICATION: C IO AMOR�nCOMACnoa: LICENSE NUMBER: 1027027I J EXPIRATION: 5/31/2019 SYSTEM SIZE: 4.48 kW DC 3.68 kW AC 16 MODULES DATE: 9/11/2017 DRAWN BY: JPL ADDITIONAL NOTES SHEET: SYSTEM MARKINGS PV 7.0 DESIGN WILL UTILIZE INTEGRATED GROUNDING BETWEEN PV MODULES AND RACKING ENVOY -S METER POWERED BY PV SYSTEM, PROTECTED BY 15A OCPD LOCATED IN 125A COLLECTION PANEL PERMANENT PLAQUES LABELED "PV RAPID SHUTDOWN" WILL BE, INSTALLED ADJACENT TO THE VISIBLE LOCKABLE A/C DISCONNECT AND ON ARRAY JUNCTION BOXES PV MODULE SPECIFICATIONS MODULE MAKE AND MODEL TRINA TSM-280DD05A.08([I) MAXIMUM POWER (DC) 280 WATTS MAX POWER -POINT VOLTAGE (VMPP) 31.7 VOLTS MAX POWER -POINT CURRENT (IMPP) 8.84 AMPS OPEN CIRCUIT VOLTAGE (VOC) 39 VOLTS SHORT CIRCUIT CURRENT (ISC) 9.35 AMPS TEMPERATURE COEFFICIENT VOC -0.29 %/°C MAXIMUM SYSTEM VOLTAGE 1000V DC (UL) THWN-2 OR NM (ROMEX) (EGC/GEC) PV CIRCUIT 1: 11 MODULES/PARALLEL y t PV CIRCUIT 2: 5 MODULES/PARALLEL I II I II INVERTER SPECIFICATIONS INVERTER MAKE AND MODEL ENPHASE IQ6-60-2-US RATED OUTPUT POWER (AC) 230 WATTS NOMINAL OUTPUT VOLTAGE (AC) 240 VOLTS MAX OUTPUT CURRENT (AC) 0.96 AMPS MAX INPUT VOLTAGE (DC) 48 VOLTS MAX INPUT CURRENT (DC) 15 AMPS MAX OCPD RATING (AC) 20 AMPS NUMBER OF PANELS PER CIRCUIT 16 THWN-2 OR NM (ROMEX) (EGC/GEC) -ION, 4801 N UNIVERSITY AVE, #900 PROVO, UT 84604 (888)781-7074 • • • — — - EXISTING 240V/125A BUSBAR RATED1027027 EXPIRATION: G✓�;� LOAD -CENTER (CENTER FED) PANEL. 5/31/201 _ BREAKER WILL BE FURTHEST POSITION SYSTEM SIZE: AWAY FROM DISCONNECT. - 4.48 kW DC ADDITIONAL ROOFTOP DISCONNECT 3.68 kW AC MODULE WITH NOT REQUIRED. ENPHASE MICROINVERTER MI I C) MODULES CABLE CONNECTORS MEET DISCONNECT MICRO -INVERTER ATTACHED. REQUIREMENTS. CEC 690.33 s INVERTER COMPLIES WITH DATE: 9/11/2017 RAPID SHUTDOWN REQUIREMENTS -. AS OUTLINED IN CEC 690.12. ► DRAWN BY: JPL F ' ADDITIONAL NOTES:. Y w RACEWAY AND CONDUCTOR SCHEDULE AC PHOTOVOLTAIC SYSTEM RATINGS MAX AC OPERATING CURRENT 15.36 AMPS MAX AC OPERATING VOLTAGE 240 VOLTS � Fas 12 2 w BARE COPPER (EGC/GEC) 12 COMBINER PANEL VISIBLE LOCKABLE "KNIFE" A/C BARE / FREE AIR U w z Q ENVOY IQ 125A/240V DISCONNECT 30A/240V 10 MM F. on. (DRAWS 0.22 AMPS) 3/4" THWN-2 OR NM (ROMEX) (EGC/GEC) 8 1 F+� THWN-2 OR NM (ROMEX) * 10 15 A EMT / ROMEX 3/4" THWN-2 OR NM (ROMEX) (EGC/GEC) - 8 w _� 100 A M 15 A l0A A 25A JUNCTION BOX LOCATED ON ROOF. ABLICENSED 71 ELECTRICAL CONTRACTOR '� COMPANY: ION DEVELOPER LLC CLASSIFICATION: GROUNDING WIRE C 10 Av"wnrze"CONrnACToa: LICENSE NUMBER: • • • — — - EXISTING 240V/125A BUSBAR RATED1027027 EXPIRATION: G✓�;� LOAD -CENTER (CENTER FED) PANEL. 5/31/201 _ BREAKER WILL BE FURTHEST POSITION SYSTEM SIZE: AWAY FROM DISCONNECT. - 4.48 kW DC ADDITIONAL ROOFTOP DISCONNECT 3.68 kW AC MODULE WITH NOT REQUIRED. ENPHASE MICROINVERTER MI I C) MODULES CABLE CONNECTORS MEET DISCONNECT MICRO -INVERTER ATTACHED. REQUIREMENTS. CEC 690.33 s INVERTER COMPLIES WITH DATE: 9/11/2017 RAPID SHUTDOWN REQUIREMENTS -. AS OUTLINED IN CEC 690.12. ► DRAWN BY: JPL F ' ADDITIONAL NOTES:. Y w RACEWAY AND CONDUCTOR SCHEDULE AC PHOTOVOLTAIC SYSTEM RATINGS MAX AC OPERATING CURRENT 15.36 AMPS MAX AC OPERATING VOLTAGE 240 VOLTS *ROMEX WILL BE RAN THROUGH THE ATTIC WHERE POSSIBLE - - TAG CONDUCTOR TYPE MINIMUM WIRE SIZE # OF CONDUCTORS RACEWAY / CABLE TYPE MINIMUM CONDUIT SIZE . ENPHASE ENGAGE CABLE (USE -2) 12 2 USE -2 / FREE AIR ' BARE COPPER (EGC/GEC) 12 1 BARE / FREE AIR B THWN-2 OR NM (ROMEX) * 10 4 EMT / ROMEX 3/4" THWN-2 OR NM (ROMEX) (EGC/GEC) 8 1 C THWN-2 OR NM (ROMEX) * 10 3 EMT / ROMEX 3/4" THWN-2 OR NM (ROMEX) (EGC/GEC) - 8 1 SHEET: 1 -LINE EL 1.0 a 1. THE ENPHASE M250, M215 (M215-60-2LL-SXX-IG), AND C250 FOURTH GENERATION MICROINVERTERS MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE ARTICLE 690.35 FOR UNGROUNDED PHOTOVOLTAIC POWER SYSTEMS. NEC 690.35 ALLOWS FOR PHOTOVOLTAIC POWER SYSTEMS TO BE INSTALLED WITH UNGROUNDED PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUITS. SYSTEMS THAT MEET THE REQUIREMENTS OF NEC 690.35 ARE EXEMPT FROM THE SYSTEM GROUNDING REQUIREMENTS OF NEC 690.41 SYSTEM GROUNDING. 2. NEC ARTICLE 690.43 EQUIPMENT GROUNDING SPECIFIES THAT ALL' _ EXPOSED NON -CURRENT -CARRYING METAL PARTS OF PV MODULE FRAMES, GROUNDING COMPONENTS OR UL -2703 ELECTRICAL EQUIPMENT, AND LISTED MOUNTING HARDWARE. IN AN -' CONDUCTOR ENCLOSURES SHALL BE ENPHASE MICROINVERTER SYSTEM, IF. PROVIDED WITH EQUIPMENT GROUNDING. THE MICROINVERTERS AND MODULES 690.43(C) STRUCTURE AS EQUIPMENT ARE BONDED TO THE RACKING GROUNDING CONDUCTOR ALLOWS FOR ASSEMBLIES WITH THE USE OF LISTED EQUIPMENT TO BE USED AS THE AND APPROVED GROUNDING CLIPS OR EQUIPMENT GROUNDING CONDUCTOR IN GROUNDING COMPONENTS, THE A PHOTOVOLTAIC SYSTEM. SPECIFICALLY, EQUIPMENT GROUNDING CONDUCTOR "DEVICES LISTED AND IDENTIFIED FOR PROVIDED TO THE MICROINVERTERS GROUNDING THE METALLIC FRAMES OF THROUGH THE ENPHASE ENGAGE CABLE PV MODULES OR OTHER EQUIPMENT MAY ALSO BE USED TO GROUND THE SHALL BE PERMITTED TO BOND THE OTHER PHOTOVOLTAIC SYSTEM ION.'' 4801 N UNIVERSITY AVE, #900 PROVO, UT 84604 (888) 781-7074 LICENSED ELECTRICAL CONTRACTOR COMPANY: ' ION DEVELOPER LLC EXPOSED METAL SURFACES OR OTHER COMPONENTS.. CLASSIFICATION: C 10 - ' LICENSE NUMBER: - 1027027 EXPIRATION: AvrxoaIZEDCOMMACron: _ - EQUIPMENT TO MOUNTING - . 5n112019+ SYSTEM SIZE: 4.48 kW DC 3.68 kw ac SURFACES." THE DEVICES LISTED AND 16 MODULES DATE: 9/11/2017 IDENTIFIED FOR GROUNDING THE , • DRAWN BY: JPL . EQUIPMENT MAY BE STAND-ALONE - ADDITIONAL mounting Systems. System grounding The combination.- of the Alpha' Clickstorie clamp assembly, rail spOtes and roof attachment devices provides a completely bonded PV structure. Grounding this bonded structure may be accomplished using approved lay -in lugs or other devices.. Mounting Systems; Inc. recommends the use of Burndy WEER -Lugs, specifically intended for •use.on AI ha`'iails..These preassembled lugs are available from Mounting Systems (Part Number 72,0-.123.5:[set of 4]). The. WEER -Lug can ; be installed in any of the three channels in."the Alpha rail. A UL listed bonding washer on -the lug bonds the lug to the Alpha' rail. A suitably siied conductor .can then be connected 'to .the WEEB-lug for connection to the system groundelectrode. .. ' UL Subject 2703 Ed..2 Compliance By virtue of the bonding methods described above, the Mountin€ Systems, Inc.: Alpha` PV mounting system is fully comphant,innth- UL Subject -2703 :Ed. 23. ,Extensiv6* te'sting on: key bonding components of the Alpha`,system hasj been performed. Testing was carried 'out in excess of and under more rigorous conditions than required by UL Subject 2703 Ed. -2 as it is presently written. The system meets or exceeds a., pertinent requirements. When, assembled and installed per the instructions`provided in the Mounting Systems, Inc. Alpha` Installation Manual and/or with appropriate use of third -party devices in compliance with instructions in their respective installation manuals or instructions, the Mounting Systems, Inc: Alpha` system will be fully and securely bonded electrically and can be grounded by approved methods. Mounting Systems, Inc. 820 Riverside Parkway West Sacramento, CA 95605. Phone 1 855 731 9996 info-us@mounting-systems.com www.mounting-systems:us Subject to change without notice 2014©Mounting Systems, Inc. 3 Note that UL Subject 2703 was rejected by vote of the UL Subject 2703 Standa=ds Technical Panel in September 2012 and returned to the.author(s) for revision and re -submittal to the STP. UL Subject 2703 Ed. 2 has not, as of this writing, been accepted by the STP. It has not been approved nor does it have standing as an accepted standard. mounting systems The.Alpha' splice, is comprised of the aluminum splice body, stainless steel bolts, stainless steel square nuts and stainless steel, external -tooth star washers as shown in Figure 8. Figure 8. Alpha' rail splice components When the rails to be connected are inserted into the splice and the bolts are tightened to the torque recommendation in the Alpha' Installation Manual, the bolts pierce the oxide or anodized layer on the rails and create an electrical bonding path to the bolts. These bolts then connect through the square nut threads, to the star washers and then to the splice body, thus providing a conductive path through the body of the splice and electrically bonding the entire assembly as shown by the green line in Figure 8. No additional, external bonding devices are required. Rail -Roof attachment bonding Alpha' rails are connected to the roof attachments (L -feet or various the roof hooks) by means of stainless steel hammer -head bolts and serrated nuts as shown in Figure 9. When properly tightened, the pressure on the bolt head is sufficient to break through the oxide or anodizing on the rail and form an electrical connection from the rail, through the bolt shaft to the serrated nut and then to the roof attachment device. Figure. 6, Alpha' bonding path Rail-to-Rail Bonding _ $ It is often`the case that module mounting rails are spliced together to form a longer length of ,} rail. The Mounting Systems Alpha' system uses a dedicated rail'splice (Filgure 7) for this purpose. ` Rail splice . x r t Splice shown connected to one rail y { only S' • r ,q ;.• , Figure 7. Alpha` rail splice - r; mounting systems The plate is preassembled to the Alpha' clamp below the clamp body as shown in Figure 4. When the clamp is tightened into place on the module frame the teeth pierce both the anodized coating on the module and the oxide or anodized coating on the clamp body, thus forming an electrical path between the module frame and the clamp body. An external -tooth star washer2 between the Clickstone bolt head and the clamp body serves to electrically bond the clamp body, bonding plate and module to the Clickstone bolt which threads into the actual Clickstone, itself. 1 Clamp body 2 Bonding plate 3 Clickstone bolt Figure 4a. Bonding plate assembled to bolt Figure 4b. Clickstone bolt assembly The Clickstone (Figure 5) anchors the module and clamp to the Alpha' rail and plays an integral role in the system bonding. As shown in Figure 5, specially designed, sharp ridges on the latching mechanism of the Clickstone engage complementary, sharp ridges in the rail channel. As the clamp bolt is tightened, the latching teeth engage the rail channel ridges, crushing or piercing the oxide or anodized layers on each component to the base aluminum. This creates a solid, high-ampacity electrical connection. As the bolt is tightened to the recommended torque setting specified. in the Alpha` Installation Manual (15 ft -lbs / 20 N -m), the complementary shapes of the Clickstone and rail channel form a seal, preventing further oxidation and ensuring a reliable electrical bond between the modules, clamp components and the rail. y � � Bonding ridges ' Figure 5. Clickstone and rail 2 Per UL Subject 1703 Ed.2, Section 9.4. A bolted, screwed or riveted connection that incorporates a star washer under the head of the fastener, a serrated screw head, or a bonding device between surfaces may be acceptable for penetrating nonconductive coatings. The. lugs axe secured to the module frame as shown in Figure 1b. The serrated or star -washers pierce the anodized coating on the module and make contact with the conductive aluminum frame. A suitably sized copper wire is then inserted and fastened in'the lug and connected to the system grounding point. Lay -,in lugs,. are expensive to purchase and time-consuming to install. Mounting Systems, Inc. has developed instead, an integral bonding system which eliminates the need for. lay -in lugs and other third -party devices. Alpha` Clickstone bonding The Alpha' Clickstone PV mounting system provides an integrated bonding system comprised of specially designed clamp bodies, rail latching and: threaded connections'. There are two versions of the Alpha' clamp bodies. Pre -production and early -production versions of the Alpha' bonding clamp employ stainless steel, cone point set screws (Figure 2) mounted in the clamp body. After the .clamp is secured on the modules, the set screws are tightened so that the points on the set screws pierce the anodized module coating and bond the module frame to the clamp body through the set screw threads'.. Set screw locations It% Cone point set screws Figure 2. Early production version clamp body with set screws Standard production versions of the bonding clamp use a proprietary, stainless steel bonding plate (Figure 3) preassembled on the Clickstone. The bonding plate is formed with angled bonding teeth at each end. rngure s. aonoing plate 1 Per UL Subject 2703 Ed.2, Section 9.4, two or more threads in contact with the threaded body constitutes an acceptable electrical bond. mounting systems t Alpha" System Bonding _ Background Mounting Systems, Inc. manufactures the'Alpha' ("Alpha plus") PV mounting system. In recent years the issue of.PV system bonding and grounding has received increased attention in .North America from standards issuing bodies such. as Underwriters laboratories (UL), the National Fire Protection Association (NFPA) through the National Electrical Code (NEC) and various Authorities Having Jurisdiction (AH1). After issuing Standard 1703 which, among other things, requires and tests for suitable connection of PV module frames to ground, UL has focused on the electrical bonding of, the framework which supports the PV modules., This bonding includes electrically bonding the module frames to, the support structure and the bonding of the various components of the racking structure to each other to form a single, continuously electrically bonded . structure which can .then be connected to the system grounding` electrode. Module bonding V Lay -in lugs Because most PV mounting systems are constructed of mill -finish aluminum while most PV module frames are anodized, the'task of connecting the aluminum frame of the module to the mounting system has traditionally been cumbersome and expensive. The an layer on the module frame is essentially non-conductive and forms an insulating barrier between the frame and other elements of the mounting system. The nearly universally accepted method of connecting or bonding the module frame to the mounting system is via use of lay -in lugs (Figure 1) certified to UL Standard 467 as being suitable for system bonding and grounding as specified in the NEC. These lugs are readily available from various vendors. ; '.r . Figure,la. Typical lay in lug �W� :gym _2D IrObs Nur rl Serrated wwher �'�-- Niaduie frarria Flat wagger macwne Screw Figure lb. Lay in lug installation Figure 1. Typical lay -in grounding lug ` �-�' �����. \\•\``\t\\'`� 1. ,o,uft�j thv\,. c taet�s�Ir� �. .0 + `4 •s+ � yi1a d ��, S�'-'f;�` r. t..,'�-'"!. . � • \ F \ �' � T �1,.' ,\1, '•� ��1+`, ' �+ „+✓ \ r t- '1, �'+'b3 n` t �5 aL:: }T 'i .r .` �S �� \--.y�•�d •t q l^�. it '�` _;' 1�t „�\tY.'.�� c �,`�\� \ \w� �\ 1\`�+�`\\\,��� ~ 1 •`r~ '�� �.r ��-` Leh`\�' .� .\'rL� ��'r4' ' +.\ �`ls� �, 'i{,x�•''' 1�+'' +,..7 •. -C Y►_ t "R' i� T A ; +, Ss+P 't0. _ . �' _ '#4�j S Q "Ur' ling systems Application pitched roof — on -roof Roof types Suitable for most types of roof cladding Roof slope Up to 600 r $uitding heigbt Up to 65:ft • 30 m 3 PV modules kaMed, or frameless Module orientation landscape, pontait Size.ofModule airay Anyslie;possible?. . Pbsit/onwof the aiddule array No aped 1equiliements Disricta:bettroeen of Upto 30 ji % a m i 44l chment polirts Stainless steel (V2A) Stendald; IBC 1009 Warranty 10 years 3 ASCE.7-05 . :ASCEISQ=T=10 .' Integrated bonding Clickstone mid. -clamp Splice Universal roof hook with QuickAttach C S t18 Intertek 1 Different maximum values may apply, depending on site, building, choice of roof attachments and module type. 2 The Mounting Systems QuickConfigurator can be used to verify the structural adequacy of each specific project for further Information: www.mounting-systems.us quickly and easily. Subject to change without nonce 3 For details, please consult Mounting Systems, Inc. full warranty document, available upon request. 2016 0 Mounting Systems, Inc. CBC; 2013' U1:2703; Ed. 1 UL .ORD'CJ?03 ANSUAISC360V5 . AQ 318-08 Aluminum Design Manual 2010 Eurocode 1 -DIN EN 191-1=1 - Actions on structures Eurocode 9 - Design of aluminum structures Supporting profiles Extruded Aluminum (EN AW 6063,T66) Hooks, small parts Stainless steel (V2A) color Mill finish or black paint Warranty 10 years 3 Integrated bonding Clickstone mid. -clamp Splice Universal roof hook with QuickAttach C S t18 Intertek 1 Different maximum values may apply, depending on site, building, choice of roof attachments and module type. 2 The Mounting Systems QuickConfigurator can be used to verify the structural adequacy of each specific project for further Information: www.mounting-systems.us quickly and easily. Subject to change without nonce 3 For details, please consult Mounting Systems, Inc. full warranty document, available upon request. 2016 0 Mounting Systems, Inc. .amm n .0,.19.: ne.wr 4) d 0 The Alpha+. system is a robust mounting system designed and optimized for 10 E exceptionally fast and easy installation of PV modules on pitched roofs. Mounting _o Systems' patented Clickstone technology and extensive component pre -assembly —` speed installation and enhance system safety and reliability. L UnHmfted flexibility + With the Alpha+, framed and frameless modules can be easily mounted on a wide "� n range of pitched roof surfaces.' Systems can be designed in both landscape and a portrait orientations for optimal system performance. Multiple rail offerings meet the demands of each projects decrease roof penetrations. Significant savings Alpha+ has been specifically designed to minimize installation times. Labor is decreased by click, set and done Clickstone technology on all module damps. . Shared rail configurations can drastically increase savings by reducing roof penetrations and material use. Fully integrated, ETL listed UL 2703, Ed.1 system bonding eliminates third -party components and further speeds installation. ARM• Aesthetically Pleasing The Alpha+'s improved design provides vertical adjustability to help compensate for roof irregularities and to make leveling the PV array easier. Black painted rails as well as an optional wind skirt are also available for enhanced aesthetic appeal. Mounting Systems' Flashmount provides discrete and watertight connection to the roof structure. Structural reliability Using Mounting Systems' Alpha+ QuickConfigurator software, the 'Bill of Materials (60M) for any specific configuration can be calculated in minutes along with a PE -stamped, project -specific structural analysis and verification to the appropriate building codes and national standards. Alph+ is fully compliant with the most stringent North American fire codes. Alph+ is ETL listed as a Class A Fire Rated system with Type 1 and 2 modules. a �n � Maximum service life �sA • �oa�, All components are made of extruded aluminum and stainless steel. This guarantees both full recyclability and maximum service life due to high resistance w1 to corrosion. ss AN�,oy 1 Alpha+ is compatible with nearly every type of roof. For detailed information, please contact us during the planning phase. 13/52 Rail Span (ft) LRFD Allowable Uplift Force (lb) 3.0 1764 3.5 1480 4.0 1243 4.5 1 1101 5.0 960 5.5 838 6.0 756 6.5 690 7.0 651 7.5 598 8.0 533 8.5 510 9.0 480 9.5 444 10.0 402 a. - The table above ONLY includes 13-52 rail capacity check. It does not include roof attachment or roof capacity check ! b. Wind risk category II per ASCE7-10 C. Topographic factor, kzt is 1.0 d. Maximum mean roof height is 60 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree . g. Maximum solar panel weight is 60 lbs h. Height of solar panel is between 2" and 10" to roof i. Deflection criteria of L/60 per AC428 Section 4.3 j. The wind speeds above are LRfD values Mounting Systems, Inc. strongly recommends a maximum span of 8 feet, but in any case; not to exceed the maximum span indicated on the chart 1.' The span length applies to a seismic design category E or less f M. Maximum cantilever is L/3 r 5of6 , 13/52 Rail Zone 3 Span Chart Exposure .Wind Ground p psf p 30 psf _. 40 psf Sno5 psf 60 psf • . 70 psf . .' .oad Speed . 0 -sf. 10. 20 sf - _ ... _ _. . , SO psf. 90.psf r'• x100 '' `•...75 + d b,.; .7.5 ..+ r' 16.5 > ., -%6;0,"i m ,._,St5 .� a t. _ ,; 5.0 4 5 •s ; :'4 0 40 ". "3.5..x, �7.0•`-, ;x`7.0 .,,, 6.5 • • ,6.0 `'t 5:5 .. 5.0 r'45." `. -,�4.0 .• 4.0 ^ ,,.3:5 hI ' 110 6.5 6:5 6.5 _ 6.0 -•• 5:5 5.0 4S •• 4:0 4.0 3.5 i 1201. . '6.0^ x'6.0 -=6.0 'S5 5s0 -`4.5 45 4.0 4.0'- 3.5 '{ Category, b.. 130 " 5.5",:• .,. 5.5 ,5.5 :.: 5.5 - 5.0 =' 4.5 4.5 4.0' 14.0 3.5 - B` 140 5:0 ,.S.0-,,. 5.0 5.0 5.0 4:5 :4.5 y` ^ _4.0::^ `-4i0 . c .'sy3:5.,:, 150 5:0 5:0 5.0 5.0 5.0� -•=4.5' r4:5 4:0• 4.0- 3.5" 160 4.5 s 4.5 .. = 4.S °' . 4.5 " . 4.5 , 4.5- 4.5 .. 4.0 4.0 3.5 _. 170• - 4:0 - % 4.0 • 4.0' -' T• 4:0'" 4.0 4.0 • 4.0 4:0. 4.0 " 3.51,,0 r' =.180:'. 4.0.-''' 4.0 -4.0 4.0,' 4:0 '4.0 - 4.0 4.0:.: -:4.0 `-3.5;- Exposure Wind S Ground Snow toad ` Speed i .. 0 sf _' 10;" sf .!20,psf . '30�psf:,, 40: sf�• 50' sf'• 60 psf.: :.70 psf : 80i sf. � .. 90. psf 3 100 6.5 6.5 6.5 5.5 5.0 5.0 4.5 4.0 4.0 3.5 } 105. 6.0 6.0 - 6.0 5.5 5.0 4.5 45 4.0 4.0 + 3.5 110 5.5 5.5 . 5.5 5.5 5.0 4.5 4.5 4.0 4.0. 3.5 ' 120 S.0 5.0: 5.0' 5.0 5.0 4.5 4.5 4.0 4.0 3.5 Category 130 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 -,3.5 " C .• i• 140 4.5. 4.5 4.5 = 4.5 4.5 4.5 4.5 4.0 4.0 3.5 s 150 4.0 4.0 4.0' 4.0 4.0 4.0 4.0 4.0 4.0 3.5 160. 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 170. 3.5 3.5 3.5 3.5 3.5 3.5 35 3.5 3.5 3.5 180 - 3.5 3.5 . 3.5 3.5. 3.5 35 3.5 3.5 3.5 35 Exposure Wind - I Ground Snow toad. "• ' speed 0 psf = 10 psf ' 20 psf : 30 psf 40 . sf, a t : 50 psf .60 psf 70 psf : 80 psf '' • 90 psf 100 '6Q-:,. ;6.07T7675-7 � i.5.5 5.0 j4.5 4.5 ,40` 4.0, ., 9.5 m• = 105- '5.5 5.5•• 5.5 5.5 5.0 y 4.5 -4.5 •' 40 - _ 4.0 - 3:5 ._: 6 . °• . t 110'. ` "5.0 5.0 •. ' _ • 5:0 5.0 5.0 4.5 4.5 4.0- `. 4.0 3.5 _t? N .t 5.0 .. .. 5.0 • 5.0 . "' : 5.0 :" ., 5.0', :, 4.5 ... . 4.5., 4.0 a, - -4.01 "% 3.5 . 4 ,Category,,T:230,- : '4.5 ,4:5 ! 4.5 , s 4.5 4.5= 4.5 4.5 4.0 -..:. " 4.0 <? : =:3.5 ..ri D 140 • 4.0 4.0 4.0 4.0 • 4.0. 4:0 4.0 4.0.' :. 4.0 w 150 40 4:0' 4.0--4.0,40'-` +=.:4.0. 4.0 • 40 40- 4, 0 :+ 160 3.5. ,,1 - . 3:5.: t .. 3.S . :3.5 3.5. 3.5: 3.5 7'3.5 3:5:o..r by 4 �• �G170 35 3.5•'F 3.5 '35 4 : 35 35. ��.3.5 :;35 +is 35 35� , i � ;180 _ 73.0,.- " ; 3,0 ?? 3.0 -,,,,2',3.0-. • . .3.0+k�' 3'0'•" �' 3.0 � . 3.0 a. - The table above ONLY includes 13-52 rail capacity check. It does not include roof attachment or roof capacity check ! b. Wind risk category II per ASCE7-10 C. Topographic factor, kzt is 1.0 d. Maximum mean roof height is 60 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree . g. Maximum solar panel weight is 60 lbs h. Height of solar panel is between 2" and 10" to roof i. Deflection criteria of L/60 per AC428 Section 4.3 j. The wind speeds above are LRfD values Mounting Systems, Inc. strongly recommends a maximum span of 8 feet, but in any case; not to exceed the maximum span indicated on the chart 1.' The span length applies to a seismic design category E or less f M. Maximum cantilever is L/3 r 5of6 , 13/52 Rail Zone 3 Span Chart Exposure .Wind Ground p psf p 30 psf _. 40 psf Sno5 psf 60 psf • . 70 psf . .' .oad Speed . 0 -sf. 10. 20 sf - _ ... _ _. . , SO psf. 90.psf r'• x100 '' `•...75 + d b,.; .7.5 ..+ r' 16.5 > ., -%6;0,"i m ,._,St5 .� a t. _ ,; 5.0 4 5 •s ; :'4 0 40 ". "3.5..x, �7.0•`-, ;x`7.0 .,,, 6.5 • • ,6.0 `'t 5:5 .. 5.0 r'45." `. -,�4.0 .• 4.0 ^ ,,.3:5 hI ' 110 6.5 6:5 6.5 _ 6.0 -•• 5:5 5.0 4S •• 4:0 4.0 3.5 i 1201. . '6.0^ x'6.0 -=6.0 'S5 5s0 -`4.5 45 4.0 4.0'- 3.5 '{ Category, b.. 130 " 5.5",:• .,. 5.5 ,5.5 :.: 5.5 - 5.0 =' 4.5 4.5 4.0' 14.0 3.5 - B` 140 5:0 ,.S.0-,,. 5.0 5.0 5.0 4:5 :4.5 y` ^ _4.0::^ `-4i0 . c .'sy3:5.,:, 150 5:0 5:0 5.0 5.0 5.0� -•=4.5' r4:5 4:0• 4.0- 3.5" 160 4.5 s 4.5 .. = 4.S °' . 4.5 " . 4.5 , 4.5- 4.5 .. 4.0 4.0 3.5 _. 170• - 4:0 - % 4.0 • 4.0' -' T• 4:0'" 4.0 4.0 • 4.0 4:0. 4.0 " 3.51,,0 r' =.180:'. 4.0.-''' 4.0 -4.0 4.0,' 4:0 '4.0 - 4.0 4.0:.: -:4.0 `-3.5;- Exposure Wind S Ground Snow toad ` Speed i .. 0 sf _' 10;" sf .!20,psf . '30�psf:,, 40: sf�• 50' sf'• 60 psf.: :.70 psf : 80i sf. � .. 90. psf 3 100 6.5 6.5 6.5 5.5 5.0 5.0 4.5 4.0 4.0 3.5 } 105. 6.0 6.0 - 6.0 5.5 5.0 4.5 45 4.0 4.0 + 3.5 110 5.5 5.5 . 5.5 5.5 5.0 4.5 4.5 4.0 4.0. 3.5 ' 120 S.0 5.0: 5.0' 5.0 5.0 4.5 4.5 4.0 4.0 3.5 Category 130 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 -,3.5 " C .• i• 140 4.5. 4.5 4.5 = 4.5 4.5 4.5 4.5 4.0 4.0 3.5 s 150 4.0 4.0 4.0' 4.0 4.0 4.0 4.0 4.0 4.0 3.5 160. 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 170. 3.5 3.5 3.5 3.5 3.5 3.5 35 3.5 3.5 3.5 180 - 3.5 3.5 . 3.5 3.5. 3.5 35 3.5 3.5 3.5 35 Exposure Wind - I Ground Snow toad. "• ' speed 0 psf = 10 psf ' 20 psf : 30 psf 40 . sf, a t : 50 psf .60 psf 70 psf : 80 psf '' • 90 psf 100 '6Q-:,. ;6.07T7675-7 � i.5.5 5.0 j4.5 4.5 ,40` 4.0, ., 9.5 m• = 105- '5.5 5.5•• 5.5 5.5 5.0 y 4.5 -4.5 •' 40 - _ 4.0 - 3:5 ._: 6 . °• . t 110'. ` "5.0 5.0 •. ' _ • 5:0 5.0 5.0 4.5 4.5 4.0- `. 4.0 3.5 _t? N .t 5.0 .. .. 5.0 • 5.0 . "' : 5.0 :" ., 5.0', :, 4.5 ... . 4.5., 4.0 a, - -4.01 "% 3.5 . 4 ,Category,,T:230,- : '4.5 ,4:5 ! 4.5 , s 4.5 4.5= 4.5 4.5 4.0 -..:. " 4.0 <? : =:3.5 ..ri D 140 • 4.0 4.0 4.0 4.0 • 4.0. 4:0 4.0 4.0.' :. 4.0 w 150 40 4:0' 4.0--4.0,40'-` +=.:4.0. 4.0 • 40 40- 4, 0 :+ 160 3.5. ,,1 - . 3:5.: t .. 3.S . :3.5 3.5. 3.5: 3.5 7'3.5 3:5:o..r by 4 �• �G170 35 3.5•'F 3.5 '35 4 : 35 35. ��.3.5 :;35 +is 35 35� , i � ;180 _ 73.0,.- " ; 3,0 ?? 3.0 -,,,,2',3.0-. L1 a. The table above ONLY includes 13.52 rail capacity check. It does not include roof attachment or roof capacity check , b. Wind risk category li per ASCE7-10 C. Topographic factor, krt is 1.0 d. Maximum mean roof height is 60 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60 lbs h. Height of solar panel is between 2" and 10" to roof ' L Deflection criteria of L/60 per AC428 Section 4.3 j. The wind speeds above are LRFD values k. Mounting Systems, Inc. strongly recommends a maximum span of 8 feet, but in any case, not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category E or less M. Maximum cantilever is L/3 4of6 13/52 Rail Zone 2 Span Chart Wind Exposure • Ground Snow Load Speed 0. psf 10 psf 20 psf 30 psf I 40 psf . 50 psf 60:psf 70 psf 80 psf. 90 psf `h•, 100 r..'9:5;:r 8:5 .0 0 5.5 5.0 ..4.5 3:5ty 105, •• ,u, 9.0 -• '•x'8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 t' + ;� :• �' -=•110`'•.; 8.5 .. .... 8.0 7.0 6.0 - 5.5 5.04.5- 4.0 • 4.0 71 3.5 11 120 7.5 - 7.5 • 7.0 6.0 • 5.5 n 5.0 45 4.0 - 4.0 3.5 'Category. 130 • � 7.0'4,, - 7.0 6.5 = ! _ 6.0 5.5 5.0 4.5 • 4.0 4.0 -~ 3.5 • ' 8 • F. 140 y : 6.5 -6.5 6.5 • i r5:5 '- -S.0 5.0 �. + 4.5 • 4.0-- 4.0 • �.., . , = 3.5;i=- 150 6.0 • - 6.0 6.0 5.5 5.0 4.5 4:5 4.0 4.0 3.5 - i W, ; , 160 5.5 5.5 , 5.5 = 5.5 5.0 4.5 • • 4.5 4.0 4.0 -3.5 -� 170 ` ' 5.0 5.0 - 5.0 5.0 5.0 4.5 4.5 4.0 4.0 •• 3.5 •,: '•180 x,:5.0 +5.0 5:0 5.0 5.0 4.5 4.5 4.0 4,0 .3.5 - I Exposure Wind Ground Snow Load Speed 0,00 10:psf r. .20, sf . 30;psf,- 40.psf,< 5.0 sf ' 160 70' sf • ,80, 9p'sf 100. 8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 105 7.5 7.S 7.0 6.0 5.5 5.0 4.5 4.0 4.0 • 3.5 110 7.5 7.5 6.5 6.0 S.S 5.0 4.5 4.0 4.0 3.5 120 6.5 65 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 Category 130 6.0 6.0 6.0 5.5 1 5.0 4.5 4.5 4.0- 4.0 3.5 C 140 5.5 5.5 5.5 5.5 5.0 4.5_ 4.5 4.0 4.0 3.5 150 5.0 S.0 5.0 5.0 5.0 45 4.5 4.0 4.0 3.5 160 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 170 45 1 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 180 4.5 4.5 4.5 4.5 45 4.5 45 1 4.0 4.0 3.5 Exposure Wind �'� -Ground Snow1oad ' Seed 0 psf 10 psf 20 psf 30 psf 40 sf • " 50 sf 60 psf 70 psf . ` 80 psf, 90 psf. E r4 100 1.5 75 -6.5 6.0 5.5 5.0 - 4.5- 4.0- 4.0 3.5'E 105 7.0 _• • 7.0 6.5 6:0 5.5 5.0 -• 4.5 r 4.0 •• 4.0 .• . ,.3.5 , 1 3p, FKa `.110 = 6.5 6.5 6.5 6.0 ,5.5• 5.0 4.5 4.0- 4.0 3.5 i 3y 120 •" ; 60' ', 6.0 -",6;0. - 1 5.5 5.0 4.5 ,: 4.5 4.0 4.0 3.5 si Category 130- 5.5.: ---S -S ` 5.5 5.5 5.0 - ' A.S. 4.5 4.0 4.0 3.5 >y* D !. 140 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 ; 4.0 3.5 �F N 150•• _ 5.0 5.0, -5.0 5.0 5.01• 4.5. 4.5 4.0 4.0 :::pp y ' 160.- 4:5. 4.54.5 4:5 4:5 4.5 4:5 4.0 4.0: 170 '4.0. . 4.0. ;1.` 4.0 ;.. 4.0 .4.0 - 4.0 .. 4.0 = --4.0 "x4.0.:-• ,: '3.5`` f ..180 410 -•:,' 4.0_ 4.0 u• .''4:0 ;,4.0. 4.0 r.4.0 ` "4.0 4.0 b3.5; a. The table above ONLY includes 13.52 rail capacity check. It does not include roof attachment or roof capacity check , b. Wind risk category li per ASCE7-10 C. Topographic factor, krt is 1.0 d. Maximum mean roof height is 60 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60 lbs h. Height of solar panel is between 2" and 10" to roof ' L Deflection criteria of L/60 per AC428 Section 4.3 j. The wind speeds above are LRFD values k. Mounting Systems, Inc. strongly recommends a maximum span of 8 feet, but in any case, not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category E or less M. Maximum cantilever is L/3 4of6 a. The table above ONLY includes 13-52 rail capacity check. It does not include roof attachment or roof capacity check b. Wind risk category II per ASCE7-10 C. Topographic factor, kzt is 1.0 d. Maximum mean roof height is 60 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60 lbs h. Height of solar panel is between 2" and 10" to roof I. Deflection criteria of L/60 per AC428 Section 4.3 j. The wind speeds above are LRFD values k. Mounting Systems, Inc. strongly recommends a maximum span of 8 feet, but in any case, not to exceed the maximum span indicated on the chart " I: The span length applies to a seismic design category E or less m. Maximum cantilever is L/3 • Y a 3 of 6 13/52 Rail Zone 1 Span Chart - Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20psf• ..30 psf ._ 40 psf "• _. 50 psf 60 psf: 70 psf 80 psf 90 psf A+ 60-4 ,5:S _ +5.0 45 ._ r, z� :,-'Ni 105 ' A=10.0-:. 8.5. :, 70 •6:0 5:5:1, �' S.0 4.5 4:0 . 4.0 8,3:5 r 116 10.0 10.0 :F _4 85•.' 7.0 •6.0 5.5 '. 5.0 45•- 4.0:„ °'�4.0 3.5�•iti .. 7:120 `.100'7 -'8:5 . 7.0 c.:6.0 'f 5.5 ' 5:0 4.5. ' 4.0 4.0 3.5: ;Category, .+ 130 ; 9.5 8.5 :. 7.0 •.6:0 5.5 5.0 4.5 4.0 4.0 .:: 3.5 , B j: 140 9.0a, 8.5 7.0.. 6.0 5.5 5.0 4.5 4.0 4.0 150 , 8.0: 8.0 7.0 - 6:0 5.5 • a 5.0 • 4.5 . } --4.0 4.0 3.5 ',' ..' •"160r-+ 7.5 ,•7.5, 6:5 6c0 5.5 Y 5.0 - 4.5- 4.0 4.0-3:5" t.: - << •. 170 • 7.0 '" 7.0 6.5 6.0 • 5.5- 5.0 4.5 '•4.0 •, '- 4.0 r. 4' 3.5 •y ... 180 • � 7.0' .: ° • , 7.0 6.5 6.0 f .? 5:5 5.0 4.5.: 4;0 'i ..•'• 4.0 3.5 Wind Ground Snow:Load a ; Exposure Speed 0 psf 10 psf. 20. psf 30psf > 40 pst 50. psf . -, 60, sf _. :70 psf 80-psf 90 psf 11 100 30.0 8.5 7.0 6.0 5.5 ' 5.0 4.5 4.0 4.0 3.5 ` 105 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 9.5 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 .120 .9.0 ,8.5 . 7.0 .6.0. •5.5 5.0 4.5 4.0 4.0 3.5 Category 130, 8.0 8.0 7.0 , 6.0 . 5.5 •5.0 . 4.5 4.0 4.0 3.5 C . 140 7.5 75 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 y 160 6S 6.5 6.5 5.5 5.0 5.0 4.5 4.0 4.0 3.5 170 6.0 6.0 6.0 5.5 5.0 5.0 4.5 4.0 4.0 3.5 , 180 6.0 6.0 • 6.0 5.5 5.0 4S 4.5 4.0- 4.0 3.5 f"W'nd� I ' Ground Snow Load Exposure .8 • eed :. 0 sf 10 sf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 �f 90. psf . z 100 n'€ t +^`60 55:;,5.0, } 'x.4.5 ':4b 40'-' 7.0 m 60 '"G55 ;' 5.0'' 4.5" ' '.,.40, d 4.0.-:,- .0. :, --11V- :110 -{ 9.0 r.' :'8.5 7.0 .16.0 5.5 _- 5.0.-,' s 4.5`V ` 4.0 >, `' 4.0 t s, 120 8.5 r" 8:0" 7:0 :'6.0 `5.5. _ 5.0 45'c> 4.0'' 4.0 3:5°+`` Cate 8 o rY= .. , 130 _•. 7.5 ;., .7:5" -s .. • Z:0 `6 0:: + ...5 5 . _ . ° 5.0 ' 4:54 0 ~� 4.0 «' . 3.5' j t D.' ;, 140' :7.0;• 7.0':7]", 6.5 ;•6.0• 5.5• { 5.0 4.5 ? 4.0 4.0`` 3.5"'j r� 150 6:5`:'; 6:5',.-" ,.x'•6.5 6.0 5.5 5`0:7.. rµ'.4:5 ~4.0,.,:-',' i C1. 160 .6.0 a 6.0:'!, "6.0 ;55 50 45 = x,4;5 X40 40 35' r-: tit r .' 170SS 5.0 , 4S-`? <v4:5 ;i 40. r ° 180r.e :15.5', 55 _ ' :':5.5 .355 ;s 5.0 .45: 4.5 t :14.0._1 :3} 40. v3.5' a. The table above ONLY includes 13-52 rail capacity check. It does not include roof attachment or roof capacity check b. Wind risk category II per ASCE7-10 C. Topographic factor, kzt is 1.0 d. Maximum mean roof height is 60 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60 lbs h. Height of solar panel is between 2" and 10" to roof I. Deflection criteria of L/60 per AC428 Section 4.3 j. The wind speeds above are LRFD values k. Mounting Systems, Inc. strongly recommends a maximum span of 8 feet, but in any case, not to exceed the maximum span indicated on the chart " I: The span length applies to a seismic design category E or less m. Maximum cantilever is L/3 • Y a 3 of 6 Composition Shingle Roof. 1. GreenFaste GFI of EcoFasten Solar(UER-0216)'with.5/16" lag bolt. Tile Roof - 1. Tile FlashingSystem of EcoFasten Solar with 5/16" hex head lag screw. Corrugated Metal Roof - 1. CorruSfide System of EcoFasten .Solar with 1/4"-14x7/8" blazer Flange VRT screws. This letter is to certify the mounting. structures'and roof attachment to the existing structural members. The requirements of the overall structure need to be in compliance with the above d6cument and codes. If you have any questions on the above, do not hesitate to call. FESS Prepared by: VI E TH PZSE, Inc. — Structural Engineers No. SW78 Roseville, CA 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 V 916-961.3960 F 916-961-3965 W www.pzse.com 2of6 �Fx-cx--nence I ln+egrr;I P.zH EiVGiIErs January 20, 2017 Mounting Systems, Inc. 820 Riverside Pkwy Sacramento; California 95606 TEL: (855)'731-9996 FAX: (916) 287-2269 Attn.: Mounting Systems, Inc. - Engineering Department Re: Engineering Certification for the Mounting Systems, Inc. 13/52 Rail Alpha+ System PROJECT NO.: 2014-0768 : PZSE, Inca -Structural Engineers has reviewed Mounting Systems, Inc.'s 13/52 rail span charts, rail allowable uplift wind force and performed rail component capacity check including L foot b-acket, end clamp and mid - clamp. All information, data and analysis contained within the Mounting Systems, Inc. rail span charts are . based on, and comply with Mounting Systems, Inc 's A1pha Engineering and Technical Data. andthe'following codes: . 1. Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-10 2. 2015 International Building Code, by International Code Council, Inc: 3. 2016 California Building Code, by California Building Standards Commission 4. 2015 Aluminum Design Manual; by The Aluminum Association 5. AC428, Acceptance Criteria for Modular Framing Systems Used to Suppor. Photovoltaic (PV) Panels, November 1; 2012 by ICC -ES Following are typical specifications for the connections to meet the above code requirements: Attachment Spacing: Mounting Systems, Inc. strongly recommends a maximum span of 8 feet, but in any case, not to exceed the maximum span indicated on the charts,.. Cantilever: Maximum cantilever length is L/3; where "L" is the span noted in the Span Chart Tables Clearance: 2" to 10" clear from top of roof to bottom of PV panel Roof Connection Standing Seam Roof: 1. ASGU2AL clamp of Alpine SnowGuard with 3/8" stainless steel socket set screws. 2. Corrugated Bracket of EcoFasten Solar with #12 x 1 %2" roofing screws. , .8150 Sierra College Boulevard, Suite 150, Roseville, CA 9566 916.961.3960 € 916.961.3965 e ' www.pzse.com 1 of 6 GreenFasten`" GF1 — Product,Guide •� Cut Sheets: Brack tion �`�'�:;'{`Vii. _• et Options --Z-1fl7 I'��;:• ; :; ^7/16., 4/16" 3/16". 2 3/4" 4X R l /8" i 5/ 16' jill r ;+.006 3/8' -.002 THRU ALL _ 7/8"±.010 X 82°, NEAR SIDE 1 I , , } , 1 3/41. 3/4" 877-858-3847 EcoFasten Solar® AU content protected under copyright All tights reserved. 8/27/14 ` >. ,. ,,,., EcoFasten Solar products are protected by the following U.S. Patents: 8,151,522 B2 8,153,700 82 8,181,398 82 8,166,713 82 8,146,299 B2 8,209,914 B2 8,245,454 B2 8,272,174 82 8,225,557 B2 3.9 ten" GF1 Product Guide 1 Installation'lnstructions {-. .Ny .,ill � • - 3. Reinstall flashing with notched area upslope. 4. Position no leading edge underneath nail heads as shown. . Nails beneath shingle ® Nails beneath shingle r.: _ :. •_;:.:.:.;•-...: ,;� ; cf r-oaywaai tcorasten SolarAll content protected under copyright. All rights reserved. 8/27/14 J•, EooFasten Solar products are protected by the following U.S. Patents: 8,151,522 82 8,153,700 B2 8,181,398 B2 8,188,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 82 8,272,174 B2 8,225,557 B2 y 2.2 Use For vertical.adjustment•when leading edge of flashing hits nails in upper shingle courses - Slide flashirig up under shingles until leading e• 2. ed g g r ' Remove flashing and cut V notch at marks where : • engages nails. Measure remaining distance to ad- ' nail :r, .,• ,,. i.=/•, ..:?. just upslope. shafts engaged leading edge of flashing the distance desired " Nails beneath shingle in Step 1. Notch depth not to exceed 2" length by 1/2" width. - N:, {�' -.01 Placement of'v" notch {-. .Ny .,ill � • - 3. Reinstall flashing with notched area upslope. 4. Position no leading edge underneath nail heads as shown. . Nails beneath shingle ® Nails beneath shingle r.: _ :. •_;:.:.:.;•-...: ,;� ; cf r-oaywaai tcorasten SolarAll content protected under copyright. All rights reserved. 8/27/14 J•, EooFasten Solar products are protected by the following U.S. Patents: 8,151,522 82 8,153,700 B2 8,181,398 B2 8,188,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 82 8,272,174 B2 8,225,557 B2 y 2.2 1. .w.: •.FENNO . i V , GreenFasten'" GF1 — Product Guide Consult an engineer or go to www.ecofastensolar.com for engineering data. Installation Instructions with Compression Bracket Locate the rafters and snap horizontal and vertical lines to mark the installation position for each GreenFasten flashing. Drill a pilot hole (1/4" diameter) for the lag bolt. Backfill with sealant. EcoFasten Solar recommends an EPDM mastic. Insert the flashing so the top part is under the next row of shingles and pushed far enough up slope to prevent water infiltration through vertical joint in shingles. The leading edge of flashing must butt against upper row of nails to prevent turning when tourqued. See page 2.2 for vertical adjustment when leading edge of flashing hits nails in upper shingle courses. Line up pilot hole with GreenFasten flashing hole. 4a Insert the lag bolt through the EPDM washer, the top compression component bracket (L-102-3, Rock—It SlideComp*, SCL-101-3*, Z-101*, Conduit Mount Bracket*) and the gasketed hole in the fl ashing and into the rafter. 4ia Insert the lag bolt through the EPDM washer, the Comp Mount Slide compression bracket and the gasketed hole in the flashing and into the rafter. 4c Insert the lag bolt through the SS washer, the third -parry bracket, the EPDM bonded washer, the CP -SQ -Slotted compression bracket and the gasketed hole in the flashing and into the rafter. S. Torque: The range is between 100-140 torque inch -pounds depending on the type of wood and time of year. The visual indicator for proper torque is when the EPDM on the underside of the bonded washer begins to push out the sides as the washer compresses. If using an impact wrench to install the fasteners be careful not to over torque the fastener. You may need to stop and use a ratchet to finish the install. *not pictured. --- -- • o„oJu,a,- im content protected under copyright All rights reserved. 8/27/14 EcoFasten Solar products are protected by the following U.S. Patents: 8,151,522 82 8,153,700 B2 8,181,398 B2 8,166,713 82 8,146,299 132 8,209,914 B2 8,245,454 82 8,272,174 B2 8,225,557 B2 2.1 Enphase M250 Microinverter INPUT DATA (DC) . Commonly used module pairings' Compatibility - Maximum Input DGvohage Peak power tracking voltage ' Opera�irTg'iange- Min/Max start vohage,� ' _ Max;,U�s�o,�t.clrguitcur[ent ,, ' . OUTPUT DATA (AC) Peak oytput power Maxliribm continuous output -power Nominal output current . Nominal voltage/range Nominal frequency/ran9e Extended frequency range?" Power factor Maximum units per 20 A branch circuit . Mawmum otllput fa}rq current... EFFICIENCY CEC we ghted.efficiency. Peak inverter efficiency Static'MPPT efficiency (weighted, reference EN50530) Nighttime power consumption MECHANICAL DATA Ambient temperature range Dimensions (WXHXD) Weight Cooling Enclosure etivironrriental rating Connectortype FEATURES Communication Integrated ground .. . Monitoring Transformer design Compliance MODELS: MODELS: M250-60-2LL-S22, 114250-72-21.1422, M250-60-2LL-S25 M250-72-2LL-S25 210.350+ W 110 -150+ W 607cell PV modules 60 -cell and 72 -cell PV modules 48V VV 27V -.39V 27V -48V 16V=48V 15V- 60V 22V./48V 2,2V/48V 15A 240 W. 1r15 A; gi-208 VAC 1.0•A @ 240 VAC 208 V / 183-229 V @ 208 VAC 240-V % 211-264 V (:la 240 VAC' 600:/257-61 Hz 57-62.5 Hz 24 (three-phase 208 VAC) 16 (single phase 240 VAC) 850 mA rm's for 6 cycles . 96 596. 96.5% 99.4% 65 mW max 171 mm x 173 mm x 30 mm (without mounting bracket) Natural convection - No fans, Outd"o"or = NEMAfi.: MC4: M250 -60 -21 -L -S22 andV250-72-21-L-S22 Amphenol H4: M250-60-2LL-S25 and M250 72-ZLL-S25 Power line. The DC.circuit meets the requirements for ungrc»nded PV arrays in NEC_690.35. Equipment ground is provided in the Engage Cable. No additional GEC .or ground is required. Ground fault protection (GFP) is integrated into the microinverter. Enlighten Manager and MyEnlighten monitoring options . High frequency transformers, galvanically isolated UL 2703 recognized, UL1741/IEEE1547 FCC Pawl$ Class B, CAN/CSA-C22.2 NO. 0-M91,0.4-04, and 107.1=01 Data Sheet Enphase Microinverters To learn more about Enphase offerings, visit enphase.com .The versatile Enphase M250 Microinverter' performs in both residential and commercial solar PV installations and is compatible with both 60 -cell and 72 -cell modules. With its all -AC approach and integrated grounding, the M250 delivers increased energy harvest and reduces design and installation complexity. The Enphase M250 Microinverter integrates seamlessly with the Enphase Engage'" Cable, the Enphase Envoy' communications gateway, and Enphase Enlighten'" monitoring and analysis software. Productive • Designed for a wide range of modules • Maximizes energy production • Minimizes impact of shading, dust, and debris Simple • No DC design or string calculation required • No GEC needed for microinverter • Easy installation with Engage cable Reliable • 4th -generation product • More than 1 million hours of testing and millions of units shipped • Industry-leading warranty, up to 25 years EN PHASE. THE AL *PLUS' MODULE , PRODUCTS 06WEM-NGEELECTRICAL DATA (STC) TSM-6D0SA:08(q ! 275-290W Peak Power Watts- P,w IWp) ( 270 275; 280 i ' 285 290 TSM-DDOSA.05111) ' 270-275W Power Output Tolerance-P1rAx(WJ Masirnum Power Voltage-Yww (V) 31.2 i 31.4 i _ 31.7 31.8 ' X322 DIMENSLONS.OF ►V MODULE Maximum Power Current-1,.rr lAj - '+ .66-' 7 � 8.884 ' 8 `c9�01 3 Vn11t. kAn _ w--arSim,-.-w...•sr,'Ss....>'.X'+.,....r...+e.a r+•3a,+.•a ',a xcja.,.�••,a , j va(JTA a Open Circuit Voltage Yo[ (V) i 38.438.7 j 39.0 t 39.3 39.5 -r`::'A. + -. �9 �?'"0 y 35 a, ' 9.45 - - Short Circuit Current-Lsc A , � r • - ' 941 t;' _ Module Efficiency qm 1%) 16.5 ' 16.8 - 17T I 17.4 IZ7 1 0 STC: Inodlonce 1000 W/m', Cell Temperature 25"C. Air Moss AM] 5. r f aex,•raaeax' ! � NANIP1ATE I - ELECTRICA( DATA (NOCT) 1 i Maximum Power-P.,.IWp) 201205 j '209 I 212 216 ! 1ka !. tStlrnum,PowerVottageVAw:(Vjf k289 ''•.29.2 '" 294•tai,:'296 fljVAF. 9' -I Aw 7 02 • . 790 I 7.17 I 7.23 Maximum Power Current (A) 6.96 !AL L, �I.�i,. qe- . ..( ) �.5...,p_�,..i,�". '•j ' Open Circuit Volta a vac V�' 31 5 7 36 0 ` 36 3 36.6 S 36.7; Short Circuit Current-hc (A) 7.41 748 7.55 i ' 7:63 7.67 . NOCT: Irrotliance a1800 W/m'. Ambient Temperature 201C. Wind Speed 1 m/s. it d I i MECHANICAL DATA .1 i• { s 0170 rl om "OLE ' I � � i � Solar cells Monocrystolllne 156 =156 mna 16 inches) Cell orientation • rites 60cells (6x,10) ' • In J Module dimens'lon3 i.1650 ■ 992 x 35 mm (65.0x 39.1 x 1.4 inches) 1 __:._._.._.-_ -- �.f1; W,eighi cyy; ,�,: �1'8.6kg� (4P�Ib)�-��� '.�•' .-, r 992/39.1 Glass ; 3.2 mm (0.13 inches), High Tronsmisslon. AR Cooted Tempered Glass BACK VIEW WhiteDDOSA 0kil);'Black (D005A.0511t) So-smsn 1110:43 - Frome Black (DD05.08 (11), DDOSA-05 M) J BoFxR ` h { IP65 or IP67•rated + r , G. r ° 'f 1 ! 1�{t``'T�t 1f.w.:.e.t'.. mL '�K.;lir.�'.»e'Y-r....��.+»-ws . • i�l` .�:.1.4u..<,�:;nY.asi 4�`,..,ay :nrs..• • m 1 ' Cables PhotovoBaic Technology cable 4:Omm'.jO.006 Inches'), yj 16.00mm.(39.4 inches) . UTXA "F+(--. .,; 4.. ,. �,y , �•lmnfi!ti+ '43A,..�...«...�+, .w...:�,.•`swT.rtz.'>.,..i1e....d...,...�L.'<:.�fc.��.r"a'�" Fire Type Type I or 2 3sn:3e M1' TEMPERATURE RATINGS MAXIMRM RATINGS Nominal Operating Cell Operational Temperature-40-+85°C I-V CURVES Of PV MOOULE(285W) ' ! 440C(± 20C) Temperature (NOCT) ++R.�i#7•�r , • �. win Tem�otuwcoe fi fent o6 ! 0 39%/C� M � System Voltage s-;401000V DC (UU % i °°° IR '-` - --- Temperature Coefficient of Voc - 0.29%/'C Max Series Fuse Rating !ISA ,m ........ _----- t;Temp eC� oeffi enfofls�:r�00590/`C',1., • asn---'---- WARRANTY " I r 2°0 -- -' 10 year Product Workmanship Warranty I - sin �-�. _�. E•-�.s..-?..w.'--a..,�•--,• -c�", qI� I I ' ' ono t---- ---•----- _ 125 year linearPower'Warronty;:r to 20 SID 'a • (Please refer to product warranty for details) •. vmapyvl ) . CERTIFICATION yR PACKAGING CONFIGURATION la `/ �E Lam - Modules per box: 30 pieces ! != 1 'R PvCV� ® Moduleaper40 container 940'pleces i - • EWEEE , so CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE BRODUCT. 7r� SOhI 02016 Trino Solar limited. All rights reserved. Specifications Included in this ddasheet are subject to change without notice. Smart Energy Together r Mono mul" Solutions THEALLMA A\\e vpLUs* MODULE S btN U Ili MA'XIAAMI. ti prod utas we EFFIC CY I!,Z Tive POW2440LEAAWCEl A. "b wesenGe around the aJS to each ;Wit6TIeL pqi .n _ - I � P - —1. - - I�YTQ r pjdifnL'4. 1VOU*`& COM ff*I46d I0 lzi6ll, I-,:,. IMe. .. '. _. ,_. bene 6 ci - o'I s, JnStQIJ 6r�'r- i . ;: e'y` d4 s vtoes cind other peirirert a3 backbone of 6i;r s*ed , success �.ess in dr,Mn6 Sr66H Energy �. .1`9 Together. Toino S010i Uffdted www.fiin6soiartom 01 solar Smart 61'er§Tpgtjji Maximize limited space with top -end efficiency • Op to 177 W/M2 power density • Low thermal coefficients for greater energy production at high operating temperatures Highly reliable due to stringent quality control * Over 30 in-house tests (UV, TC, HF, and many more) . , In-house testing goes well beyond certification requirements Certified to withstand ta challenging erivironmental conditions * 2400 Pa wind load , 5400 Pa snow load' * 35 mm hail stones of 97 km/h I LINEAR PERFORMANCE WARRANTY., 10 Year Product Warranty • 25 Year linear Power Warranty 6100% Addy n° "OhUe it 90% on? 5010,-S 2 080% 2. Years 5 10 15 20 25 E3 Tma slanda,d Standard overcurrent protection for PV circuit(s) 1 25 amp 2014 NEC 705.12 (D) - The output of a utility -interactive inverter shall be permitted to be connected to the load side of the service disconnecting means of the other source(s) at any distribution equipment on the premises. (2) - The sum of the ampere ratings of overcurrent devices in circuits supplying power to a busbar or conductor shall not exceed 120 percent of the rating of the busbar or conductor. Main Panel ampacity Calculation 120% of the Existing busbar 150 amps — Existing load center main disconnect rating 100 amps = Available ampacity for PV circuits: 50 amps 2014 NEC 705.12 (D)(7) - Unless the panel boards in rated not less than the sum of the ampere ratings of all over -current devices supplying it, a connection in a panelboard shall be positioned at the opposite (load) end from the input feeder location or main circuit location... A permanent warning label shall be applied to the distribution equipment with the following or equivalent wording: WARNING INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT PROTECTION DEVICE Photovoltaic Rooftop Solar System Permit Submittal Q Project Information: :$,- Project Name: Jose Becerra Proiect Address: 460 Trent st, Biggs, California 95917 . System Description: he system consists of a 4.48 kW DC (3.68 kW AC) roof -mounted Photovoltaic power system operating in para lel with the utility grid. There re (16) TRINATSM-280DD05A.08(II) modules and (16) ENPHASE IQ6-60-2-US micro -inverters, mounted on theiback of each PV module, mnecting to the utility grid through the existing main load center. This system includes (2) PV circuit(s). B. Site Design Temperatures: From 2009 ASHRAE Handbook - Fundamentals (BEALE AFB/MARYSVILE WEATHER STATION) Record low temperature: -3 "C Average high temperature: 38 °C C: Minimum Design Loads: (ASCE-7-10(7.2)) Ground snow load 1 0 psf Wind speed 1 110 mph Q Structural Review of PV Arraying Mounting System: (The array will be mounted on a defined, permitted roof structure) A. Roof Information: 1. Roofing type is Composite Shingle 2. Roof has a single roof covering 3. Method and type of weatherproofing roof penetrations: Comp Mount Flashings I B. Mounting System Information: 1. Mounting system is an engineered product designed to mount PV modules 2. For manufactured mounting systems, following information applies: :80 watts a. Mounting System Manufacturer: Mounting Systems Inc. (MSI) 31.7 volts Voc - open circuit voltage b. Product Name: MSI Traditional Rails Impp - rated current 3.84 amp c. Total weight of PV modules, Inverters, and rails: 834.8 pounds d. Total number of attachment points: 26 e. Weight per attachment point: 32.11 pounds f. Maximum spacing between attachment points: ' See attached MSI engineering::pecs g. Total surface area of PV array: 282.39 square feet h. Array Pounds per square foot: 2.96 pounds per square foot i. Distributed weight of PV array on roof: Roof Section A: (11 Modules, 16 Attachments) ' 35.71 pounds per attachment Roof Section B: (5 Modules. 10 Attachments) 26.35 pounds per attachment Q Electrical Components: A. Module Quantity TRINA TSM-280DD05A.08(II) (UL3703 listed) 16 Module Soecs Pmpp - maximum power at STC :80 watts Vmpp - rated voltage per module 31.7 volts Voc - open circuit voltage 39 volts Impp - rated current 3.84 amp Isc - short circuit current 9.35 amp B. Inverter (micro) Quantity ENPHASE IQ6-60-2-US (UL1741 listed) 16 Inuprtpr Snprc C. 1. Input Data (DC) Recommended input power (DC) 195W - 330W watts Max. input DC voltate 48 volts Peak power tracking voltage 27V - 37V Min./Max. start voltage 22V - 48V Max. DC short circuit current 15 amp Max. input current 15 amp 2. Output Data (AC) Max. output power 230 watts Nominal output current 0.96 amp ominal voltage 240 volts ax. units per PV circuit rM 16 inverters ax. CCPD rating 20 amp system contlguratlon 1. Number of PV circuits Modules/Inverters in PV circuit 1 11 Modules /Inverters in PV circuit 2 5 D. Rooftop Electrical Calculations 1. Max circuit current PV circuit nominal current 10.6 amp Continuous current 125% PV circuit continous current rating 13.2 amp (Noc x # of Panels in Circuit x 1.25) 2. Max circuit overcurrent protection device rating PV circuit continous current rating 13.2 amp Next standard size fuze/breaker to protect conductors 15 amp Conductor must be rated for a minimum of 15 amp after derating j (2014 NEC Article 705.60(8)) Use 15 Amp AC rated fuse or breaker 3. Rooftop conductor conditions of use (Ampacity derate) a. Temperature adder Average high temperature 38 °C Conduit is installed 1" above the roof surface + 22 "C to ambient Adjusted maximum temperature 60 "C Derate factor for 60 "C 0.77 (2014 NEC Table 310.15(B)(3)(c)) (2014 NEC Table 310.15(B)(2)(a)) 4 ' b. Ampacity adjustment for conduit fill PV circuit continous current rating Number of current -carrying conductors 16 conductors Conduit fill derate factor 0.45 c. Wire ampacity adjustment after derates Number of current -carrying conductors THWN-2 (90"C) #10AWG conductor ampacity rating 40 amp 40 x 0.77 x 0.5 = Adjusted wire ampacity 15.4 amp THWN-2 (90"C) #10AWG Wire Max ampacity after derates Max CCPD used for roof circuits E. Svstem Electrical Calculations 15.4 IS 1. System current PV circuit nominal current 15.4 amp Continuous current 125% PV circuit continous current rating 19.2 amp 2. System overcurrent protection device rating PV circuit continous current rating 19.2 amp Next standard size fuze/breaker** 25 amp X2014 NEC Table 310.15(B)(3)(a)) [2014 NEC Table 310.15(B)(16)) (2014 NEC Article 705.60(B)) -Exception: OCPD may increase when AHJ requires breakers in combiner panel added for the solar interconnection Conductor must be rated for a minimum of 25 amp Use 25 amp AC rated fuse or breaker 3. System conductor conditions of use (Ampacity derate) a. Ampacity adjustment for new ambient temperature Average high temperature 38 "C Derate factor for 38 °C 1.00 b. Ampacity adjustment for conduit fill Number of current -carrying conductors 2 conductors Conduit fill derate factor 1.00 c. Wire ampacity adjustment after derates THWN-2 (75°C) #10AWG conductor ampacity rating 30 amp 30 x 1 x 1= Adjusted wire ampacity 30 a mp THWN-2 (75"C) #10AWG Wire Max ampacity after derates Max OCPD used for interconnection 30 25 ;2014 NEC Table 310.15(B)(2)(a)) X2014 NEC Table 310.15(B)(3)(a)) (2014 NEC Table 310.15(B)(16)) F. Voltage Drop 2 parts: 11. Voltage drop across longest PV circuit micro -inverters (from modules to junction box) 2. Voltage drop across AC conductors (from junction box to point of interconnection) 1. Micro -inverter voltage drop: - 0.48% The largest number of micro -inverters in a row in the entire array is 11 in Circuit 1 According to manufacturer's specifications this equals a voltage drop of 0.48%. 2. AC conductor voltage drop: 0% = I x R x D (= 240 x 100 to convert to a percent) = (Nominal current of largest circuit) x (Resistance of #10AWG copper) x (Total wire run) = 10.56 x 0.00129 x 0 = 240 x 100 Total system voltage drop: 0.48% G. AC point of interconnection Interconnection Method: Load Side Breaker Load center busbar rating 125 amp Load center main disconnect rating 100 amp Standard overcurrent protection for PV circuit(s) 25 amp 2014 NEC 705.12 (D) - The output of a utility -interactive inverter shall be permitted to be connected to the load side of the service disconnecting means of the other source(s)'at any distribution equipment on the premises. (2) - The sum of the ampere ratings of overcurrent devices in circuits supplying , power to a busbar or conductor shall not exceed 120 percent of the rating of the busbar or conductor. Main Panel ampacity Calculation 120% of the Existing busbar 150 amps — .Existing load center main disconnect rating 100 amps Available ampacity for PV circuits: 50 amps 2014 NEC 705.12 (D)(7) - Unless the panel boards in rated not less than the sum of the ampere ratings of all over -current devices supplying it, a connection in a panelboard shall be positioned at the opposite (load) end from the input feeder location or main circuit location... A permanent warning label shall be applied to the distribution equipment with the following or equivalent wording: