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B17-1274 040-300-047
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 Permit No: B17-1274 Issued: 6/26/2017 APN: 040-300-047 , Address: 10076 JONES AVE, DURHAM Owner: REAMAN MARK & CARRIE FAMILY TR Permit Type: SOLAR ROOF -RES Description: Installation of roof mounted solar 5.32 kw Aja. t ia:) www.ijutiet-ouniy.net/aus AREA 5 Flood Zone: AO SRA Area: No Front: Centerline of Road: Rear: SRA: t Street: AG: Interior Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING ns ectio e 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 Si ned 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 nder inin 612 Tiedown/Soft Set System 611 Do Not Install Floor Sheathing or Slab Until Above Signed Shearwall/B.W.P.-Interior 134 ShearwallB.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Manometer Test 605 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 ' Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Swimmin2 Pools f V Inspection Tyne IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Swimmin2 Pools Setbacks 131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite 506 Pre -Deck 505 Pool Fencin Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 131 Blockin nder 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 Ski rting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Public Works Final 538.7681 Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final ** OJ C 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 FORA 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION `l3utie Cou�t�� , Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 u Y Main Phone (530) 538-7601 Fax (530) 538-7785 www.buttecounty.net/dds FORM NO DBI -01 Declaration of Installation for Smoke Alarms and Carbon Monoxide Alarms The newly adopted 2013 California Residential Code requires the installation of Carbon 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 in 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: L I . In dwelling units where there is no commercial power supply the carbon monoxide alarm may be solely battery operated. 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 , R315:1.3 Interconnection. Where more than one carbon monoxide alarm is required to be installed within the dwelling unit or within a sleeping unit the alarm shall be interconnected in a manner that activation of one alarm shall activate all of the alarms in the individual unit. Exception: 1. -Interconnection is not required in existing dwelling units where repairs do not result in the removal of wall and ceiling finishes, there is no access by means of attic basement or crawl space, and no Previous method for interconnection existed 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 specific dwelling 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 instructions have been approved and listed by the State Fire Marshal t Page •l of 2 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, Uwe 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: C� " ryrr5+ ¢ (�y ��r �L��F-fir tC1 A2rzrA . 1 \Ic�Lf �11Kr Ie e-w2t,IC U ---r- uA tT- Al /G4 Gl t S 2r.-eIPic. gc�OUA !-0 OV2LD'e- N,5601 <g d26a C)AJ AA I L"64 -:S I Q< W 'D I&JCj �sEuta�•� ewn �ac�rr�,�� r,�-��S Owner's name (print): �k r j� '(Znns IA W A Owner's signature: Contractor's name (print):�Wc-CSLB License: ��3� El y Contractor's signature: - Project Address: V���Q �4V�, 00Y\r\a)nn Permit Page 2 of 2 www.jirikosolar.com r +. i KEY FEATURES ' �t High Efficiency' module efrciency up :0 17 7214• vilh Passiv rated Emitter Rear CO:vact ,PERI, ter„hnology 10, High Voltage �® 1000V standard- 1500V option lowers BOS costs and yields bPrter LCOE Innovative Solar Cells Four busbat c=11 :ecimoloc�y mproves module efficiency OPID -Free ` �.: . World's 1st PIU -Free module at 85C%'a5°mRH - Low -Light Performance Advanced glass and solar cell surface texturing allow for exce:llen;. performance in low -light environrn�inls t+++ Strength and Durability withstands snow (5400pa) anct wind (2400Pa) loads= salt wisi and ammonia - LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty 25 Year Linear Power Warranty � r l00% 0 Linear performance- warranty. m97 ° �r%U!r' Standard performance warranty 9si. mar value frcfi JrRko S - vo% olar's line. ar�y B�8hly a ,Dass ' `7 years 12 � is ( r Etectnca ::Pe [6n ianc'e S Tem' e" ire Dependence " - �• - t F, ' 'Current-VaOayo&Power-Voltage rernpe.m. Dependence '4 . curves (290" of I.-M.'...Pm.,x " jir /• �._ rj� t'i I F t lit .. 4- ` .•' � - � � t,.NL.0 .. , r • lrli I.vlp. I.nl.,t{G s a " f1.>,• ` y Cell Type Mono -crystalline PERC 156,156mm (6 inch) ' { - (, }. I� _ No,of cells 60 (6x10)- !, Dimensions 1650x992x40mm (64.97-39.06x1.57 inch) 1 - • • •.• i `. 1 - ..Weight 19.0 kg (41.9 lbs.) + • < front Glass 3 �mm, High Transmission. Low Iron, '! k - r r AR Coating ,empeied Glass' w• �. Packaging Configurations ,Frame .. Anodized Altnninium alloy' - ) , {'v.^ ••s 60'epall:, i - Junction Box IP67 Rated �• ' 25pes/ box, 50pcs/pallet MO ps/40110 Container Output Cables i 2AWG. Length: IOOUmm 139 37 inch) t " ' . Fire Type Type I SPECIFICATION Module Type a JKM270M-;30B JKM275NI-SOB JKM200M-608 JKM285M•608 JKM290M-60B STC :NOCT STC NOCT STC NOCT STC NOCT STC NOCT " ,, • • . _ Maximum Power(Ptnax) 270Wp 201Wn 2754Vp 206Wp LBOWp 209Wp 295Wp 212Y4p 2901Np 21GWp maximum •PowarVoltage (Vmp) .. 31,4V 29.3V 31.6V 29.6V 31,9V 29.7V 32,OV 29.9V 32.2V 30.2V , Maximum Power Current (Imp) 8.60A 6.85A 8.10.46.03A 8.a',A 7.01.4 8.90A 7.12A 0.02A 7.21A ` • , • - `' Open -circuit Voltage (Vor.) . • t 38.4V 35.6V 38,5V 36.OV 38,6V 36,2V , 38.7V 313.4V 38,BV , 36.6V , - ` ' Short-circuit Current (Isc) - 9.28A 7,45A 9.40A 7,54A 5,53A 7.b'2A 9.65A 7.72.4 0.78A 7.61A , Module Efficiency STC (%) ,1050% 16,80°° s 17.11% 17.41% 17.72% �. • E • }. • c' 4 i Operating Temperature('C) -40'C- 85"C I °` ., .r Maximum system voltage - 1000VOC(UL) - • �.. w - Maximum series fuse rating ✓ - - • , 15A ' • ''• . Power tolerance r 0--3% A _ ' Temperature coefficients of Pmax r. ' Temperature coefficients of Voc -0.29%t°C ; i + Temperature coefficients of Isc . Nominal operating cell temperature (NOCT) 45-2`C .� STC Irradiance 1000W/m2 �+ Cell Temperature 25°C +� ( AM=1.5 NOCT: tJ:Irradiance 800W/mz Ambient Temperature 20°C, AM=1.5 Wind Speed tm/s �) „Power measuietnent tolerance. t 340 CAUTION: REAAAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT, r• ' (£ Jinkc Solar Co.. Ltd. All rights reserved specifications inriuded in This cletasheet are subject to charge without nolice. < f i US-MKr-290N1-60B V1.0_r&v20'16 1 Etivasp_ Nlicr^,inve:tees Enphase IQ 6 and IQ 6+ Micr®inverters U` • To learn more about Enphase offerings, visit enphase.com Designed for higher powered modules, the smart grid - ready Enphase IQ 6 Micro" and Enphase IQ 6+ MicroT"' are built on the sixth -generation platform and achieve the highest efficiency for module -level power electronics and reduced cost per watt. Part of the Enphase IQ System, the IQ 6 and IQ 6+ Micro integrate seamlessly with the F nphase IQ Envoy"", Enphase IQ Battery", and the Enphase Enlighten'" monitoring and analysis software. The IQ 6 and IQ 6+ Micro are very reliable as they have fewer parts and undergo over 1 million hours of testing. Enphase provides an industry-leading warranty of up to 25 years. Easy to Install Lightweight Simple cable management Built-in rapid shutdown (NEC 2014) Productive Optimized for high powered modules Supports 60 and 72 -cell modules Maximizes energy production 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 profile3 u ENPHASE, s Enphase IQ 6 and IQ 6+ Microinverters INPUT DATA (DC) IQ6-60-2-US AND 106 -60 -5 -US IQ6PLUS-72-2-US AND I06PLUS-72-5-US Commonly used module pairings' 195 W - 330 W t• 235 W - 400 W + bludule wrnpatibilily 60 -cell NV modules only b0 -cell and /2 -cell NV modules Maximum input LIC voltage 48 V 62V Peak power tracking voltage 27 V - 37 V 27 V - 45V Operating range 16 V - 48 V 16 V - 62 V Min/Max start voltage 22V/43V 22 V / 62 V Max OC short circuit current (module Ise) 15A 15A i Overvoltage class DC port II II u DC pnrt harkfP.Pd under singiP fault n A n A NV array configuration 1 -.0 ungrounded array; No additional UC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA (AC) a I06 -60 -2 -US AND IQ6-60-5-US IQ6PLUS-72-2-US AND I06PLUS-72-5-U3 Peak output pnwnr 740 VA 290 VA Maximum continuous output power 230 VA 280 VA Nominal voltage/range1 240 V / 211-264 V 208 v (1(b) t 183-229 V 240 V / 211-264 V 208 V (1 (D) / 183-229 V Nominal output current 0,96 A 1 11 A 1 17 A 1 35 A Nominal frequency 60 Hz 60 Hz Fxtendod frer)uPnny ran9P 47 - till 1-17 47 - 6A H7 Power factor at rated power 1.0 1.0 Maximum units per 20 A branch circuit 16 (240 VAC) 13 (240 VAC) 14 (single -plisse 208 VAC) 11 (sinyle-plisse 208 VAC) Overvoltage class AC port III III AC port backfeed under single fault 0 A 0 A Power factor (adjustable) 0.7 leading0.7 lagging r 0.7 leading 0.7 lagging EFFICIENCY @240 V @208 V (10) @240 V @208 V (10) CEC weighted efficiency 97.0 70 96.5% 97.0% 96.5% MECHANICAL DATA r Ambient temperature range -40°C to t65°C Relative humidity range 4% to 100`fb (condensing) Connector type MC4 or Amphenol H4 UTX Dimensions (WxHxD) 219 mm x 191 mm r 37.9 mm (without bracket) Weight 1.5 kg (3.3 lbs) Cooling Natural convection - No fans Approved for wet locations Yes Pollution degree P03 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 G. f CAN/CSA-C22.2 NO. 107.1-01 pp This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC -2014 and NEC -2017 section 69012 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC ' and DC conductors, when installed according manufacturer's instructions. R 1. No enforced OC/AC ratio. See the compatibility calculator at a nphase.con,/en-us(zW>oortlmodule-compatibility: 2. Nominal voltage range can be extended beyond nominal if required by the utility. To learn more about Enphase offerings, visit enphase.com 20; Er Pas: E.*er , All c, i ;e:ver: 7.111 ;rcern' z; r' lmltws u;ec at::.,e pace :q al 2-rivu.ise L iergy, Inr" � E N P H'AS E Ll y, �O> EcoFasten Solar° d Committed to the connection Contents Pg. 1 .................... ........................ ......................... ..... ....,....... ..... ... ,..........,........... I....... Assets of Design Features System Components Pg. 2............................................................................................................ Rock -It 2.0 Mount Assembly Rock-It.2.0 Coupling Assembly pg. 3 ......................... .................................. _............. ....................... Rock -It 2.0 Hybrid Mount Assembly RDck-It Clip SS Assembly Pg. 4........................._............_.........................................................................................I......... Array Layout GreenFasten Flashing Install Pg. 5............................................,................,.. ...........,..................._............., Rcck-It System 2.0 Install Pg. 6................................................................................ ........ Ground Lug Install Rock -It Clip SS Install Pg. 7 -11...................................................................................................._......._... Standoff Spacing Tables Snow Load 0-20 psf Snow Load 21-30 psf Snow Load 31-40 psf Snow Load 41-50 psf Snow Load 51-60 psf Pg..12....................................................................................................................• Grounding Information Bonding Assen-bly and Bonding Path Pg. 13.................................................................................................... Thermal E)-pansion and Bonding. Bracket Spacing Staggered Layout Cantilever Pg: 1.4....................................................................................................... Evaluated Compatible Modules aystem Specifications www.ecofastensolarcom info@ecofastensolar.com 877-859-3947 R0cK-1T.SYSTem 2.0 Designed with the installer in mind. EcoFasten Solar specializes in solar roof attachments that are fast and easy to install, straightforward, secure and cost-effective. EcoFasten offers a wide variety of standard products as well as custom solations, for a one-stop source for all of your rooftop anchoring needs. Products are rigorously tested and approved abcve and beyond industry standards in-house and by third party agencies. EcoFasten's patented conical sealing system has been in service in the snow guard and solar industries for two decades. FeaTures • Fastest, easiest to level system on the market • Conforms to UL 2703 First Edition • Class A Fire Rating with Type 1 modules Integrated electrical bonding • SIMPLE- only 4 components • North-South adjustability • Only one tool required (1 /n" deep well socket) • Vertical adjustment of 3"-41' sysTem comPonenTs* - reouireD ROCK -IT SLIDe ROCK -IT 2.0 4' For comp SHinGLe MOunT 8" For TILe ROCK -IT 2.0 COUPLInG & LOaD BearinG FOOT SYSTem comPonenTs* - oPTIonaL ROCK -IT 2.0 HYBrID mounT (ReFer To PG. S) ROCK -IT CLIP SS (ReFer TO PG. 6) ROCK -IT 2.0 Array SKIrT C Aoa EcoFasten Solar® EcoFasten Solar products are protected by the following U.S. Patents: 8,151,522 8,153,700 8,181,398 8,166,713 8,146,299 8,209,914 8,245,454 8,272J74 8,225,557 9,010,038 9,134,040 9,175,478 9,212333 *Components for use with 32mm modules are available as special order. Components for use with 32mm modules are labeled as such on packaging. Side profile of Mid -Clamps on Rock -It 2.0 Mount and Rock -It 2.0 Couplings is slightly different or use with 32mm modules. Please refer to evaluated, compatible modules on page 14, www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 1 ROCK -IT 2.0 MOUr1T ASSemBLY NOTe: ITems 1-7 SHIP assemBL_eD ITem 6 Pre-ToroueD 1 5/16"-18 Hex Flange Bolt (or Hex w/star washer) 300 Series SS 2 Rock -It Mid -Clamp 6000 Series AL (fig. A: Mid -Clamp for use with 32mm modules) 3 Conical Spring 300 Series SS 4 Rock -It Shelf 2.0 6000 Series AL 5 Flange Level Nut 300 Series SS 6 Rock -It Pedestal 6000 Series AL 7 Rock -It -Tie Plate 6000 Series AL 8 Rock -It -Slide -Tile 2.0 6000 Series AL (sold separately) 9 Rock -It -Slide -Comp 2.0 6000 Series AL (sold separately) G % ITems 8-9 are accePTaBLe BraCKeTS For use WITH THe ROCK -IT 2.0 <s" (SOLD SeParaTeLY) ROCK -IT 2.0 COUPLING aSSeMBLY NC -)TP: ITP_M; 1-4 SHIP a'SPMRl .Pfd www.ecofastensolar.com 1 5/16"-18 x 1.25" or 1.5" Hex Flange Bolt 300 Series SS 2 Rock-It-Coupling-MidClamp 6000 Series AL (fig. A: Mid -Clomp for use with 32mm modules) 3 Conical Spring 300 Series SS 4 Rock -It -Coupling -Shelf -2.0 6000 Series AL 5 Load Bearina Foot 1 fig. A (32mm) info@ecofastensolar.com 877-859-3947 2 ROCK -IT 2.0 HYBRID MounT ASSeI'1"IBLY NOTe: ITems 1 -lo sHlp assemBL_eD '1 i'� 1 5/16"-18 x 1.25" or 1.5" Hex Flange Bolt 300 Series SS 2 Rock-It-Coupling-MidClamp 6000 Series AL (fig. A. Mid -Clamp for use with 32mm modules) 3 Rock -It -Coupling -Shelf -2.0 6000 Series AL 4 Crushable Spacer - Cardboard or Similar 5 Flange Level Nut 300 Series SS 6 Rock -It Pedestal 6000 Series AL 7 3/8" ID Star Washer 300 Series SS 8 3/8"-16 x 3" Hex Tap Bolt 300 Series SS g; 9 5/16"-18 x 3/8" Hex Serrated Flange Bolt 300 Series SS `5 10 Rock -It Tie -Plate -T 6000 Series AL fig. A (32mm) ROCK -IT CLIP SS ASsemBLY NOTe: ITems 1-3 SHIP assemBL_eD 1 Stainless Steel Carriage Bolt -.313-18X.75 2 Rock -It Clip SS 3 Stainless Steel Flange nut .313-18 bf, www.ec.ofastensolar.com (?i -(T info@ecofastensolar.com 877-859-3947 3 array LAYOUT • Find the required structural attachment points. Mark these using a vertical (N -S) chalk line on the center of the rafters. • Spacing may vary depending upon project specific s structural requirements; i.e. high snow and wind load areas may require lesser bracket spacing in the E -W axis vs. the maximum spacing. Max spacing is 48"for portrait orientation and 72"for landscape orientation. Consult project layout diagram for project specific bracket spacing on the roof. • Install Rock -it Mounts to predetermined mount spacing. • The array skirt sections are the width of a typical 60 II d 1 h k" ce mo u e — use t e arrays Irt as a guide to lay out module placement. Note: The distance between the rows of mounts is calculated by the module dimension N -S plus 1 3/8" (35mm). Lag screw should be installed as close to center of exposed shingle as possible. The minimum distance between the lag screw and the edge of the shingle is 1/2". GreenFasTen FLaSHinG InSTaLL y ��,�� _ _ � .q µ'ms" :•.-'2 v. G- f+. �•1`s . Y� A �t 1 LOcaie Lne rariers an0 Snap no, zonra, ana verLlca, Ilnes to marr, Lrle InSLallation position for each GreenFasten flashing. 2 Drill a pilot hole (1/4" diameter) for the lag bolt. Backfill with sealant. EcoFasten Solar recommends an EPDM mastic. 3 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 torqued. 4 Line up pilot hole with GreenFasten flashing hole. Insert the lag bolt through the EPDM bonded washer, the Rock -It slide, the gasketed hole in the flashing and into the rafter. 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. *The Engineer of Record shall check capacity of rafter to support lag screw loading. a Y� Sr y ��,�� _ _ � .q µ'ms" :•.-'2 v. G- f+. �•1`s . Y� A �t 1 LOcaie Lne rariers an0 Snap no, zonra, ana verLlca, Ilnes to marr, Lrle InSLallation position for each GreenFasten flashing. 2 Drill a pilot hole (1/4" diameter) for the lag bolt. Backfill with sealant. EcoFasten Solar recommends an EPDM mastic. 3 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 torqued. 4 Line up pilot hole with GreenFasten flashing hole. Insert the lag bolt through the EPDM bonded washer, the Rock -It slide, the gasketed hole in the flashing and into the rafter. 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. *The Engineer of Record shall check capacity of rafter to support lag screw loading. www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 4 Y� Sr www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 4 ROCK -IT SySTeI"1'1 2.0 inSTaLL 111 M Install.EcoFasten Solar Flashing with Rock -It Mounts Follow EcoFasten Solar Install instructions for Hashing and bracket install (GreenFasten shown above) Optimum vertical distance between lag bolts is 13/8'plus module dimension Set mounts on eave most row so that the Rock -It Pedestal is on the South end of Rock -It Slide Set mounts on all upper roars so that the Rock -It Pedestal is on the North end of Rock -It Slide 2 Install Array Skirt on Eave Mounts Loosen Hex Flange Bolt in Rock -It Mid -Clamp Slide Array Skirt into front channel on Rock -It Shelf ,'Tighten Hex Flange Bolt to engage the Array Skirt 3-5 Install Rock -It Couplings Snap Load Bearing Foot into the bottom of every Rock -It Coupling prior to mounting on the roof (Each Load Bearing Foot is set to same height as the Rock -It Mounts - adjust accordingly) On eave row only, slide Rock -It Skirt into front channel on Rock -It Coupling On eave row only, tighten the west most Array Skirt bolt on Coupling first to 1501n -lbs., followed by tightening the east bolt, drawing the Array Skirt sections together Upon final levelling of entire array (see step 11), utilize the Levelling Nut to ensure that the Load Bearing Feet engage the roof surface NOTE: If a coupling lands on a rafter, the Hybrid Mount* should be used in place of the Rock -It Coupling (refer to image Sal 'Hybrid Mount can be made in the field by assembling a coupling to a -mount pedestal, or by purchasing separately 6 Align and Straighten First Row of the Rock -It System with Array Skirt Use North-Sbuth adjustment of the Rock -It Pedestal tostralghten array skirt Torque screw on side of Rock -it Pedestal to 150 in -lbs to secure it to the Rock -It Slide Adjust Flange Level Nut to level the system (optional - can be leveled during or after installation) 7-10 install 1st Row of PV Modules Slide upsiope Rock -it Mounts down to engage top of first module Install Rock -It Couplings on the upslope side of 1 st row of panels Torque ist and 2nd row of Mid -Clamps on Rock -It Mounts and Rock -It Couplings to 1501n -lbs. (Torque to 130 in -lbs. when installing with 32mm modules) Install balance of PV modules, ensuring that the Rock -It Pedestals are In the appropriate position, then torque Mid -Clamps to secure modules Level the Rock -It System When assembly is complete, level the entire system by adjusting Range Level Nuts (Flange Level Nuts have no torque value) www-ecofastensolar.com info@ecofastensolar.com 877-859-3947 5 AO GrounDInG LUG InSTaLL Necessary Components: - Burndy CL50-ITN Ground Lug (LIL Listing #KDER.E9999) Note: Drill and deburr hole in Ground Lug priorto installation - 14 AWG - 4 AWG Copper Ground Wire" - 8-32 x 0.5" Serrated Flange Head Bolt (300 Series SS) - 8-32 Serrated Flange Nut (300 Series SS) - 11/32"and 1/4" wrenches or ratchets/sockets 1 Insert the flange bolt into the module ground hole. Place Ground Lug over the bolt and turn to desired orientation. 2 Install Flange Nut, 3 Tighten Flange Nut/Bolt. 4 Place wire in Ground Lug channel and tighten set screw to complete assembly. Torque Values: 14-10 AWG= 20 in -lbs. 8 AWG— 25 • {b — m s. 6-4AWG= 35 in -lbs. r, *Minimum of 1/4"clearance required between bare copper wire and aluminum. • M , ROCK -IT CLIP SS InSTaLL ' - • �<i 2;t �.ialr ldrii.nin u� i.UG4i!vl} �: r �-- . it ..- Ll' `•'r LC��, �.x�.,i� � �! %lil Ahm Wun,,e Rw . 1 Locate all parts -Locate the Rock -It Clip SS, micro-inverter/power optimizer, and the section of the module frame in which you will be mounting the micro-inverter/power optimizer. See fig. A for acceptable mounting locations. 2 Install the Rock -It Clip SS • Slide the Rock4t Clip SS onto the lip of the module frame. Slide the micro-inverter/power optimizer into the opposite lip of the Rock -It Clip SS. - Tighten the bolt to 20 ft -lb to clamp the Rock -It Clip SS to the module frame and the micro-inverter/power optimizer to the Rock -It Clip SS. • Ensure that the lip on the clip is tight against the frame and that the micro-inverter/power optimizer flange is tight against the Clip flange to avoid rotation during tightening. www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 6 T Snow Load 0-20 psf -r j • Modules in Landscape Wind Speed Exposure Category 2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Zone 1 Zone 2 Zone 3 Zonal Zone 2 Zone 3 Zone 3 Zone 1 Zone 2 Zone 3 r B 159 93 59 .'}`0y,ir, � . '033,. ', 0 03 . 88 88 •,. 85 mph 110 mph . C 114 67 42 s 03 r, 4 E' D B 96 146 56 85 35 91 54 3 74 74 Q I} 80 80 90 mph 115 mph C, 104 61' 38 98 • 7" D 88 51 32 83 68 68 26 54 54' If B 123 72 45-1' 3 95 95 100 mph ' 125 mph_ ' C 88 51 32 83 68 68 ' 56 D 74 ' 43 27 70 57 57 14' '38 31 31 8 98 57 36 93 76 -76 ,110 mph 140 mph .. C 70 41 26 66 54 54 •'; • r' 20 D 59 34 22 56 46- 6•B 1°7 10 28 22..' _ 22 _ `. B 85 50 31 81 66 66 120 mph 150 mph C 61 36 . 22 58 47 47 D 51 30 19 49 40 40 Notes: + Spacing Governed by Snow Load 1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff. _ however the designer must round down to meet appropriate rafter spacing + ' t 2.) Maximum allowed spacing approved by EcoFasten Solar is 72" r 3.) Maximum allowed standoff capcity = 547# (per testing results) k 4.) Includes addltlonal factor of safety of 1,5 for lag pullout capacity • - 5.) Values based on a maximum module width of 40' :: F 6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feel in height » * 7.) All adjustment factors are set to 1. No site specific engineering is included in this table f Y • • - Snow Load 0-20 psf M. �. i • - 1Vlodtales'irt'•paf gait ' ' " . Wind Speed Exposure Category 2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 r J • . 53' ' 33,- -33-- B. _ 85 85 mph 110 mph 4C 65 38 •. 24.. 61 50 50 Notes: + Spacing Governed by Snow Load 1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff. _ however the designer must round down to meet appropriate rafter spacing + ' t 2.) Maximum allowed spacing approved by EcoFasten Solar is 72" r 3.) Maximum allowed standoff capcity = 547# (per testing results) k 4.) Includes addltlonal factor of safety of 1,5 for lag pullout capacity • - 5.) Values based on a maximum module width of 40' :: F 6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feel in height » * 7.) All adjustment factors are set to 1. No site specific engineering is included in this table f Y • • - Snow Load 0-20 psf M. �. i • - 1Vlodtales'irt'•paf gait ' ' " . Wind Speed Exposure Category 2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 91 53' ' 33,- -33-- B. _ 85 85 mph 110 mph 4C 65 38 •. 24.. 61 50 50 - D - 55: '32' ,20 52' 42 42 r B 83 49 i 30 r. t 90 mph -115 mph C 59 35 22' 56 46 46 D 50 29 18 47 38 38 - B •70 41. 26 54 54' „ 100 mph 125 mph'' ' C, 50 29 „18 . X47 39 1 39' ~ W� D • _ 42 26% }33 15 40 .32 32 B 56 20 53 43 , 43 ,. 110 mph • 140 mph s C. 40 23 14' '38 31 31 D 34 19 12 32 26 26 ' B 49 28 `'18 46 37` 37'•' 1.20 mph 150 mph C 35 20 > ` 12' 33 27 r 27 D 29 1°7 10 28 22..' _ 22 _ `. �. ;�• ., r Notes: Spacing Governed by Snow Load F - ''• r. `+�•' 1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff, + 2.) Maximum allowed spacing approved by EcoFasten Solar is 48" 3.) Maximum allowed standoff capcity = 5471* (per testing results) i + 4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module length of 70" ` 6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height o f 7.) All adjustment factors are set to 1. No site specific engineering is included in this table www,ecofastensolar.com `rt v info@ecofastensolar.com 877-859-3947 r. 7 - Modules in Landscape Wind Speed Exposure 2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Category Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 85 mph 90 mph 90 i 110 mph 115 mph 8 C 0 C D I1'O i • LZAL 93 67 56 85 61. 51 59 13$ 42 35 ; wti8 54 i£8 - 38 r68 `^ 32 1. 68! r £8 +68 '•68 . " 68` '• _ 'J' 1, r, 68,68 leex 613 ,: sB8� + 96 104 88 -33 72 45 69 r6B r 6a,; 11. 100 mph. 125 mph C 88 51 32 .68 55 . 32. 20 {f;.. D 74 .. 27 i88 A 57 i1 B 98 57 •36 8 C 77,586, 54 54 110 mph, L.140 mph + C 70 41 26 66 18 38 D 59 34 22 56 46 46 Modules in Landscape Wind Speed Exposure 2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Category Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 85 mph 90 mph 90 i 110 mph 115 mph 8 C 0 C D I1'O i • LZAL 93 67 56 85 61. 51 59 13$ 42 35 ; wti8 54 i£8 - 38 r68 `^ 32 1. 68! r £8 +68 '•68 . " 68` '• _ 'J' 1, r, 68,68 leex 613 ,: sB8� + 96 104 88 -33 72 45 69 r6B r 6a,; 11. 100 mph. 125 mph C 88 51 32 .68 55 . 32. 20 {f;.. D 74 43 27 i88 57 57 i1 B 98 57 •36 8 C 77,586, 54 54 110 mph, L.140 mph + C 70 41 26 66 18 38 D 59 34 22 56 46 46 B 85 50 31 6 66 66 120 mph 150 mph --• C 61 36 • 22 '58 47 47 15 40 + D' 1 51 30 19 49 40 40 4 Wind T Exposure Category 2:12 < Roof Pitch < 6:12 1 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 .- »• . • - - a <g - .. _.53'' -33 65 ' • 85 mph,. ; 110 mph . C 38 24 Notes: } Spacing Governed by Snow Load , • 1,) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff. " t however the designer must round down to meet appropriate rafter spacing ? ; e * ' - 2.) Maximum allowed spacing approved by EcoFasten Solar is 72" 3.) Maximum allowed standoff capcity = 547# (per testing results) r 4,) Includes additional factor of safety of 1.5 for lag pullout capacity i r ' 5.) Values based on a maximum module width of 40" +, ' 6.) Based on Risk Category 11 (ASCE 7-10) structures less than 30 feel in height f " 4. a t 4 '� 7.) All adjustment factors are set to 1. No site specific engineering is included in this table ^ Snow Load 21-30 psf - 3 - Modules in Portrait Wind Speed Exposure Category 2:12 < Roof Pitch < 6:12 1 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 .- »• . • - - a <g - .. _.53'' -33 65 ' • 85 mph,. ; 110 mph . C 38 24 R ` 55 . 32. 20 {f;.. Modules in Portrait Wind Speed Exposure Category 2:12 < Roof Pitch < 6:12 1 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 .- »• . • - - a <g - .. _.53'' -33 65 ' • 85 mph,. ; 110 mph . C 38 24 • - _ D 55 . 32. 20 {f;.. B 49 30 i1 59 90 mph 115 mph C 35 22 4'C++ D 50 29 18 38 38 100 mph 125 mph C 50 "" 29' 18. 39 39 D 42 26, 15 40 '32 32 • - B 56 33- 2031 - 110 mph '140 mph C 40 23 14 - 38 31 31 A. i 4- .. D 'B 34 49' • 19 '28' 12 32 18, �33 26 « 37 26 37• ' .- 120 mph a '; 150 mph C • 35 20 12 27 27.. r' _ 29 •17 10. ! .. 28 22 __ 22' ` 'f Notes: f r + t. 4 _ Spacing Governed by Snow Load a 1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EwFasten Solar standoff - i 2.) Maximum allowed spacing approved by EcoFasten Solar is 48" ! c 3.) Maximum allowed standoff capcity = 547# (per testing results) - ' 4.) Includes additional factor of safety of 1.5 for lag pullout capacity '� 4 5.) Values based on a maximum module length of 70" f 6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height 7.) All adjustment factors are set to 1. No site specific engineering is included in this table • , „ t' 1, a • - +. r' _,C�:. - r. • � - www.ecofastensolar.com' _ info@ecofastensolar.com 877-859-3947., 8; Snow Load 31-40'psf Modules in Landscape Wind Speed Exposure Category 2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 a5 mph 90 mph r 100 mph 110 mph. 120 mph 110 mph 115 mph 125 mph 140 mph 150 mph B C D B C r D B C D B C D B C D :83-,--'83 ,93' '83 i$3 83 $'- f 83 a3' 67 56 59 , 5.:+,,$V, 42 v 51; 35 51 54 51 t 38 .51 32 45 S1 32 27 di 36 5i. 26 St 22 51 c 31 5i 22 `•51' 19 49 1 751 &1 5t' S1 b $1 5' µf 5: zl`'. 9i,, 0 51-- 51 83 61 51 i 51 43 57 41 34 50 36 30 74 70 59 46 1 8.3 fit 51 r Modules in Landscape Wind Speed Exposure Category 2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 a5 mph 90 mph r 100 mph 110 mph. 120 mph 110 mph 115 mph 125 mph 140 mph 150 mph B C D B C r D B C D B C D B C D :83-,--'83 ,93' '83 i$3 83 $'- f 83 a3' 67 56 59 , 5.:+,,$V, 42 v 51; 35 51 54 51 t 38 .51 32 45 S1 32 27 di 36 5i. 26 St 22 51 c 31 5i 22 `•51' 19 49 1 751 &1 5t' S1 b $1 5' µf 5: zl`'. 9i,, 0 51-- 51 83 61 51 51 43 57 41 34 50 36 30 74 70 59 46 46 8.3 fit 51 - 24 3t 47 40 47 40' Notes: Spacing Governed by Snow Load r 1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff, however the designer must round down to meet appropriate rafter spacing 2.) Maximum allowed spacing approved by EcoFasten Solar is 72" ' 3.) Maximum allowed standoff capcity = 547# (per testing results) 4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module width of 40' ^ 6.) Based on Risk Category it (ASCE 7-10) structures less than 30 feet in height ) t 7.) All adjustment factors are set to 1. No site specific engineering is included in this table • Snow Load 31-40 psf -- - _ Modules in -Portrait - - Wind'9 eed Exposure 2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Category Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 . 38 85 mph , 110 mph . C - 24 3t _ D 8Q_ 32 20 t3f . 31' 31 90 mph 115 mph B C i4l; 1, ' 49 35 30 311 22 Ili- 3% `_ 3•j 31 3 , D I}. 29 18 371 $1 100 mph ., 125 mph B C ,`, 41 29 • 26 3t 18 3t 31 3t 3# $1 .42 _ ,. D B 26 33 15 3b, 20 %f Af - .. U 31 40 110 mph 140 mph C 23 14 1. 26 26 D 34 19 12 B 49' 28 18 L28. 27' 27• 120 mph 150 mph X 3 20 12 l] 29. 17 .10_ 22 22.. F� Notes: Spacing Governed by Snow Load r l 1.) Values in above table represent the maximum allowable spacing in inches_ for pullout forces only on EcoFasten Solar standoff . c ' 2.) Maximum allowed spacing approved by EcoFasten Solar is 48" ' ._ 3.) Maximum allowed standoff capcily = 547# (per testing results) } 4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module length of 70" 6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feel in height, •^ _ 7.) All adjustment factors are set to 1. No site specific engineering is included in this table www.ecofastens6lar.com info@ecofastensolar.com 877-859-3947 9 t . y F� Notes: Spacing Governed by Snow Load r l 1.) Values in above table represent the maximum allowable spacing in inches_ for pullout forces only on EcoFasten Solar standoff . c ' 2.) Maximum allowed spacing approved by EcoFasten Solar is 48" ' ._ 3.) Maximum allowed standoff capcily = 547# (per testing results) } 4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module length of 70" 6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feel in height, •^ _ 7.) All adjustment factors are set to 1. No site specific engineering is included in this table www.ecofastens6lar.com info@ecofastensolar.com 877-859-3947 9 t � rf •• mss'.. �.• +. err > r •�. - +.' '' •' ... , ',1 Fc.'a «. Snow Load 41-50 psf t r }'. r a ` Modules in Landscape t� Wind Speed Exposure Category 2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 85 mph 90 mph 100 mph t 110 mph a '. f 120 mph 110 mph 115 mph - 125 mph 140 mph, _ 150 mph B C D B = C • D B C 0;S8 B C D B,66 C D ' 6.6 6f, 1 BB' '6fi.` " *r66 f 66'- 161� • f i 3;bg . '66' 6 59 42 .35 54 38 32 45 32 27 t - r36 26 22 31 '22 19 51 " '( i51' t5 i 51; + 51� 51 ' f X51 f: X51. r.51 < `:5i7 fit _`51 � 'S1,? u,, .81 • SI j ' St 5t - '- bir 51', 51 • , j 51 L r51 ' 51 l y 51 .51 .r '1. Sl 56 ,86 61 51 ..g 51 43 57 41 34 50 36 30 59 i 46 ,�s• - 61 51 47 40 47 40" 49 ` Modules in Landscape t� Wind Speed Exposure Category 2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 85 mph 90 mph 100 mph t 110 mph a '. f 120 mph 110 mph 115 mph - 125 mph 140 mph, _ 150 mph B C D B = C • D B C 0;S8 B C D B,66 C D ' 6.6 6f, 1 BB' '6fi.` " *r66 f 66'- 161� • f i 3;bg . '66' 6 59 42 .35 54 38 32 45 32 27 t - r36 26 22 31 '22 19 51 " '( i51' t5 i 51; + 51� 51 ' f X51 f: X51. r.51 < `:5i7 fit _`51 � 'S1,? u,, .81 • SI j ' St 5t - '- bir 51', 51 • , j 51 L r51 ' 51 l y 51 .51 .r '1. Sl 56 ,86 61 51 ..g 51 43 57 41 34 50 36 30 59 46 46 ,�s• - 61 51 47 40 47 40" 49 r Notes: • ` Spacing Governed by Snow Load t s., 1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff, 4' however the designer must round down to meet appropriate rafter spacing • 2.) Maximum allowed spacing approved by EcoFasten Solar is 72" >' 3.) Maximum allowed standoff capcity = 547# (per testing results) .. - • 4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module width of 40' r , . 6.) Based an Risk Category II (ASCE 7-10) structures less than 30 feel in height c. 7.) All adjustment factors are set to 1. No site specific engineering is included in this table Snow Load 41-50 psf is - + A . , �'•..y1 �.. . ` � �. .. � Mip�tJles I[1 Pdrtcafit.` _ '_ - .. Wind Speed Exposure 2:12 < Category Zone 1 Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12 Y t Zone 2 Zone 3 Zone 1 Zone 2 � ..•w .•-.. -'33 „B -4 38-' 185 mph; 1.10 mph- C -44 24 �•� ,�s• - r Notes: • ` Spacing Governed by Snow Load t s., 1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff, 4' however the designer must round down to meet appropriate rafter spacing • 2.) Maximum allowed spacing approved by EcoFasten Solar is 72" >' 3.) Maximum allowed standoff capcity = 547# (per testing results) .. - • 4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module width of 40' r , . 6.) Based an Risk Category II (ASCE 7-10) structures less than 30 feel in height c. 7.) All adjustment factors are set to 1. No site specific engineering is included in this table Snow Load 41-50 psf is - + A . , �'•..y1 �.. . ` � �. .. � Mip�tJles I[1 Pdrtcafit.` _ '_ - .. Wind Speed Exposure 2:12 < Category Zone 1 Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 . ..•w .•-.. -'33 „B -4 38-' 185 mph; 1.10 mph- C -44 24 �•� ,�s• - B 4Ct 30 2'S 35 90 mph 115 mph C .40, 22 2fi - D 29 18 2S $$ 2a . .g 4Q; X26+ ' •29 100 mph' .125 mph' C ;46' 18 '25 23 T. 110 mph 140 mph C Ai; 23 14 ... - i ,2$ D Sit' S. g... — 19 28 12' -18 120:mph;;•150mph ,'. r.', C l' '35'' 20 i 12.'` _: D , 29 ' 17 10 2S 22' 22 Notes: i } Spacing Governed by Snow Load t ' 1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff 2.) Maximum allowed spacing approved by EcoFasten Solar is 48" r , + 3.) Maximum allowed standoff capcity = 547# (per testing results) • 4.) Includes additional daclor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module length of 70' x 6.) Based an Risk Category II (ASCE 7-10) structures less than 30 feet in height t 7.) All adjustment factors are set to 1. No site specific engineering is included in this table www.ecofastensolar:com info@ecofastensolaccom 877-859-3947 io ' } ,�s• - Notes: i } Spacing Governed by Snow Load t ' 1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff 2.) Maximum allowed spacing approved by EcoFasten Solar is 48" r , + 3.) Maximum allowed standoff capcity = 547# (per testing results) • 4.) Includes additional daclor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module length of 70' x 6.) Based an Risk Category II (ASCE 7-10) structures less than 30 feet in height t 7.) All adjustment factors are set to 1. No site specific engineering is included in this table www.ecofastensolar:com info@ecofastensolaccom 877-859-3947 io ' t Notes: Spacing Governed by Snow Load 1.) Values in above table represent the maximum allowable spacing In Inches for pullout forces only on EcoFasten Solar standoff, • however the designer must round down to meet appropriate rafter spacing = _ { 2.) Maximum allowed spacing approved by EcoFasten Solar is 72" 3.) Maximum allowed standoff capcity = 547# (per testing results) `4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module width of 40" 6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height ' 7.) All adjustment factors are set to 1. No site specific engineering is included in this table _ Snow Load 51-60 psf r_ - . 7- ..Modules fmPor4iit _ -- Modules in Landscape Wind Speed Exposure 2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Cate o Zone 1 Zone2_ Zone 3 Zone 1 Zone 2 Zone 3 Zone 3 - B. v .85 mph 110 mph C 33 24 .31:11 42 ;A, 1.4 34 . D D 55 58 1 35 •34 34 34 ' 33 B $S GSS.. 54 34 34 34 90 mph 115 mph C D 8 SS 55` 55" S5 38 32 45 ' 34 $4 X34 .±- `34. 34 '3•t {' 's4 ' 34 51 5 51 100 mph 125 mph C « `;55 32 34 • 34' 14 1.00 mph 125 mph D B ''55. 56 43 27 36 34 + 34 34 94'' Sb 41 110 mph 140 mph C S.G� 26 34 34'' ' 34 j 33 20 .21 D 'S5 34 22 34 34 3os ' 23 14 h 21+ 2r! B :95 50 31 34 34, 3'4 120 mph T i 150 mph C D `56 36 30 22 19 .+ 34 .� ;.34' 3u 34 gt' w � 51 t Notes: Spacing Governed by Snow Load 1.) Values in above table represent the maximum allowable spacing In Inches for pullout forces only on EcoFasten Solar standoff, • however the designer must round down to meet appropriate rafter spacing = _ { 2.) Maximum allowed spacing approved by EcoFasten Solar is 72" 3.) Maximum allowed standoff capcity = 547# (per testing results) `4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module width of 40" 6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height ' 7.) All adjustment factors are set to 1. No site specific engineering is included in this table _ Snow Load 51-60 psf r_ - . 7- ..Modules fmPor4iit _ -- Wind Speed Exposure Category 2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 r Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 - t Notes: Spacing Governed by Snow Load 1.) Values in above table represent the maximum allowable spacing In Inches for pullout forces only on EcoFasten Solar standoff, • however the designer must round down to meet appropriate rafter spacing = _ { 2.) Maximum allowed spacing approved by EcoFasten Solar is 72" 3.) Maximum allowed standoff capcity = 547# (per testing results) `4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module width of 40" 6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height ' 7.) All adjustment factors are set to 1. No site specific engineering is included in this table _ Snow Load 51-60 psf r_ - . 7- ..Modules fmPor4iit _ -- Wind Speed Exposure Category 2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12 ASCE 7-05 ASCE 7-10 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 - B. v 85 mph 1 .110 mph C 33 24 .31:11 }} « D 33' 32 20 v B 33 30 90 mph 115 mph C 33 A 22 V1 2i xY 29 18 2fr 21 21. B 3;i 26 21 21' 21 1.00 mph 125 mph C 33 29 18 21' '.26 .D Vii' 15, 2m Q1 B 33 20 .21 21, 'I 110 mph 140 mph C3" 23 14 h 21+ 2r! 2i D 33 19 12p ,2'!` 21 �> 26 'r 120 mph 150 mph C 20 12 2t. " i'' 29- - D "17 10 .21, 24 Notes: t Spacing Governed by Snow Load �. 1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff 2.) Maximum allowed spacing approved by EcoFasten Solar is 48" 3.) Maximum allowed standoff capcity = 547# (per testing results) �4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module length of 70" Q r 6.) Based an Risk Category II (ASCE 7-10) structures less than 30 feet in height 7.) All adjustment factors are set to 1. No site specific engineering is included in this table - www.ecofastensolar.com. info@ecofastensolar.com 877-859-3947. 1r ,. 'a Notes: t Spacing Governed by Snow Load �. 1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff 2.) Maximum allowed spacing approved by EcoFasten Solar is 48" 3.) Maximum allowed standoff capcity = 547# (per testing results) �4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module length of 70" Q r 6.) Based an Risk Category II (ASCE 7-10) structures less than 30 feet in height 7.) All adjustment factors are set to 1. No site specific engineering is included in this table - www.ecofastensolar.com. info@ecofastensolar.com 877-859-3947. 1r ,. wr • GrounoinG.in'FormaTion The rail -free Rock -It System may be used to mount and ground PV modules that comply with UL 1703, only when that specific module has been. '- evaluated for mounting'and grounding,'in compliance with the included installation instructions. ` Note: Grounding lug must be visible to inspectors from the entire perimeter of the PV array. ; ` Multiple Use Grounding Pins �• - ''� Grounding pins within the Mid -Clamp aie multiple use bonding/grounding devices. Modules will need to be adjusted if the Mid -Clamps are ` loosened to ensure there is "new" metal to pierce into upon retightening. Grounding Method , Rock -It 2.0 Mount borids N -S rows of modules ,. Rock -It 2.0 Coupling bonds E -W rows of modules Array Skirt 2.0 bonds E -W along the entire array when installed One Bumdy CL50-1TN ground lug is required per PV array, limited to 300 modules placed in either portrait or landscape orientation.: i� •www.ecofastensolarxom , info@ecofastensolar.com 877-859-3947 12 1 THermL: ExPanslon anD B.onDlnG A thermal expansion gap is required per each continuous 40' length of modules. Omit a coupling and leave a 2". gap in the array skirt and also between the modules at that point. BracKeT sP8clnG Portrait Orientation Landscape Orientation Bind Path ® Grounding Lug Equipment Gruundinq Conductor (EW ga,urully --,,h "round Rock -it Coupling • Rock -It Mount Rock -It Array skirt 32mm, 35mm & 40mm Modules: Max east/west bracket spacing is 72" OC. Maximum east/west bracket spacing is 48"OC. 32mm Modules: Max east/west bracket spacing is 48"OC. Spacing may vary depending upon project specific structural requirements; i.e. high snow and wind load areas may require lesser spacing E -W than the maximum. STaGGe_reD LaYOUT canTILever anD OFFseT Staggered Mounting Points�„ �..,,, ,c s t►iBntflie+!!r r r y 36 .r 2„ Y -.Rock-It Mount =Rock -It Coupling The array layout instructions in this installation manual offer a general overview of layout. Periodically, due to a variety of factors (roof obstacles, shading, etc) other layouts are required. 17 a,r e Cantilever: Maximum cantilever is 1/3 bracket spacing. For portrait orientation installations, check layout prior to installing. Offset: Offset from all roof edges depends on wind speed, snow loads, local fire and building codes per location info@ecofastensolar.com "877-859-3947 , 13 t , r 17 a,r e Cantilever: Maximum cantilever is 1/3 bracket spacing. For portrait orientation installations, check layout prior to installing. Offset: Offset from all roof edges depends on wind speed, snow loads, local fire and building codes per location info@ecofastensolar.com "877-859-3947 , 13 ROCK -IT SCJ- STeI'1'1 2.0 Eva,LuaTeiD, comPaTIBLe MODuLes Module Manufacturer Model Type (X used to indicate variable test) Module Dimensions (mm) Module Dimensions (In) Trina Solar TSM-XXX-PX05.08 1640 x 992 x 40 64.57 x 39.06 x 1.57 Canadian Solar CS6P-XXXM 1638 x 982 x40 64.50 x 38.70 x 1.57 Canadian Solar CS6P-XXXP 1638 x 982 x 40 64.50 x 38.70,.( 1.57 Jinko Solar JKMXXXP-60 1650 x 992 x 40 65.00 x 39.05 x 1.57 Jinko Solar JKMXXXM-60 1650 x 992 x 40 65.00 x 39.05 x 1.57 Jinko Solar JKMXXXPP-60 1650 x 992 x 40 65.00 x 39.05 x 1.57 Jinko Solar JKMXXXMM-60 1650 x 992 x 40 65.00 x 39.05 x 1.57 Yingli Solar YL2XXP-29b 1650 x 990 x 40 65.00 x 38.98 x 1.57 LG Electronics LG300N1C-B3 1640 x 1000 x 35 64.57 x 39.37 x 1.38 LG Electronics LG300N 1 K -G4 1640 x 1000 x 40 64.57 x 39.37 x 1.57 Axitec Solar AC-XXXW156-60S 1640 x 992 x 40 64.57 x 39.06 x 1.57 RECOM RCM-XXX-6MB 1640 x 992 x 35 64.60 x 39.00 x 1.38 Silfab SLA 2XXP 1650 x 990 x 38 64.96 x 38.98 x 1.50 Solaria Power)(T XXXR-BX 1621 x 1056 x 40 63.82 x 41.57 x 1.57 Hanwha Q Cells Q.PRO G4 2XX• 1670 x 1000 x 32 65.70 x 39.40 x 1.26 Hanwha Q Cells Q.PLUS BFR G4.1 XXX' 1670 x 1000 x 32 65.70 x 39.40 x 1.26 Hanwha 0 Cells Q. PRO BFR G4 X)X' 1670 x 1000 x 32 65.70 x 39.40 x 1.26 Hanwha Q Cells Q.PRO BFR G4.1 XXX' 1670 x 1000 x 32 65.70 x 39.40 x 1.26 Hanwha Q Cells Q.PRO BFR G4.3 XXX* 1670 x 1000 x 32 65.70 x 39.40 x 1.26 Hanwha Q Cells Q.PEAK G4.1 XXX' 1670 x 1000 x 32 65.70 x 39.40 x 1.26 Hanwha Q Cells Q.PEAK BLK G4.1 XXX' 1670 x 1000 x 32 65.70 x 39.40 x 1.26 Hanwha 0 Cells B.LINE PLUS BFR G4.1 XXX' 1670 x 1000 x 32 65.70 x 39.40 x 1.26 Hanwha Q Cells B.LINE PRO BFR G4.1 XXX' 1670 x 1000 x 32 65.70 x 39.40 x 1.26 *Hanwha 32mm modules to be used with special aider Rock4l System components. Call for details. • Fastest, easiest to level system on the market SIMPLE- only 4 components • Conforms to UL 2703 First Edition North-South adjustability • Class A Fire rating with Type 1 modules Only one tool required (1/2"deep well socket) • Integrated electrical bonding Max No. of Panels 300 Modules per ground lug Materials 300 Series Stainless Steel 6000 Series Aluminum Max System Voltage 1000VDC Coating Black Andodization/Mill Finish Class A Fire Rating With UL1703 Type l Rated Modules Lug Specifications Burndy CL50-ITN Ground Lug (UL Listing #KDER E9999) Leveling Range 3-4" Ground Wire Per above Lug spec. 14 AWG- 4 AWG Copper Ground Wire Rock -It Slide -Comp 2.0 Range Rock -It Slide -Tile 2.0 Range 3" 7" Max Module Size 64.96"(1650mm) x 39.05•(992mm) x 2"(50mm) Min/Max Roof Slope 1/2:12/12:12 Max Downforce/Uplift Rating 45 PSF Max Anchor Spadng (35mm/40mm) Max Anchor Spacing (32mm) 72" 48" Rock -It Mount Load Rating 547lbs with Single 5/16" Lag 3.0 Safety Factor Skirt Box QTY 6 units Slide Fastening Hole 5/16"diameter Mount Box QTY 12 units Module Cantilever Maximum cantilever is 1/3 bracket spacing Rock -It Slide Box QTY 50 units Coupling Box QTY 12 units Warranty 20 Year Material and Workmanship System masking (placed an side is underside of Rock4i.Mount end Coupling) • -EcoFastcn Solar' RUCK -11 SYSTEM esrG100ooe:xnc_Qo-+ W CONFORAISTO UL 2703 urousmse•annsaw wraerouuo.sr.m mmrtmwavrorcumus www,ecofastensolar.com Codes: National Electric Code, ANSI/NFPA 70, NEC 250, NEC 690, IRC, IBC Standards: UL 2703 First Edition, UL 1703 info@ecofastensolar.com ,,OrEcoFasten Solar® Y 877-859-3947 14 1; ROCK -IT COUPLING cn COMP SHINGLES W 6 MID CLAMP co 04 ROCK -IT COUPLING z MID CLAMP 2 UJ co ROCK -IT COUPLING ....... ... 00 co MID CLAMP uJ v) PV 2.0 > < Lo CC 0) w co U) < 00 ROCK -IT COUPLING SHELF Lu L) ID CLAMP ' ' AM P ROCK -IT D 7: Er 0:�z < Z (Dm:z oxf) < 0 ROCK -IT SLIDE SHIP LAP L) 2 L) ROCK -IT PEDESTAL METAL FLASHING /1 xl ROCK -IT < < f -METAL TIEOPLATEi 5/16"xi 1/2" COUPLING SHELF O 5/16"x3/8" I FLASHING HEX FLANGE BOLT HEX FLANGE BOLT ISOMETRIC VIEW SIDE VIEW 300 SERIES SS ISOMETRIC VIEW 300 SERIES SS '—COMP SHINGLES (1) 5/16111lx4 1/2" SS LAG SCREW TORQUE=1312 FT -LBS. SIDE VIEW =o=F=o=w=o= ROCK -IT MOUNT (2 ROCK -IT COUPLING ASSEMBLY NOT TO SCALE J2.O NOT TO SCALE TOP VIEW c 05 LAMP +A ACHMENT CLAMP + ATTACHMENT PERMITTED COUPLING COUPLING i [ CANTILEVER L13 OR LESS CLAMP SPACING o0 > 2 =MAX 72- (6' ROCK -IT SLIDE COUPLING CLAMP N RAFTER MODULE 0) MODULE JE MODULE c:) c:) METAL : ' C-4 F EPDM BONDED WASHER LASHING RAFTER RAFTER FORMS WATERTIGHT SEAL < CD Lo -i Lo L=LANDSCAPE CLAMP SPACING 0 . . U) U) w --e- co z 4 PV SYSTEM MOUNTING DETAIL r5MODULES IN PORTRAIT LANDSCAPE L=PORTRAIT > D �2. 0 NOT TO SCALE �2. 0 NOT TO SCALE CLAMP SPACING z (D COMP SHINGLES IV w w co _j _j Z' v 2 1/ MIN 3" MIN AND 6" MAX BETWEEN TOP OF ROOF AND BOTTOM OF MODULE v < < z • PV Z.O PV • • =�A i '��i ONE HOLE STEEL STRAP CONDUIT F_ 5/161lx4l/2"- c/) U) Q is V. = z SS LAG SCREW z I — TORQUE=1312 FT -LBS. PV MODULE, TYP- MOUNT SHEET -k�3.0 TO FRAMING OF EXISTING NAME: ffl ROOF TYPE, PARALLEL CONDUIT MOUNT.BRACKET 6" MA%Rd OF ROOF z < SECTION VIEW FLASHING OR TILE STRAP-\ 0 UJ 2 C), r SHEET 2' CT;777.7 .77777.7.; 7 "t .7.7777.7. 7 .7 'T el -.7i 777.777 Z7777' NUMBER: ('3SECTION VIEW NOT TO SCALE (_6PV ARRAY TYP. ELEVATION CONDUIT MOUNTING DETAIL cl� �2. 0 NOT TO SCALE NOT M SCALE > PV 2O ROCK -IT COUPLING cn COMP SHINGLES W 6 MID CLAMP co 04 ROCK -IT COUPLING z MID CLAMP 2 UJ co ROCK -IT COUPLING ....... ... 00 co MID CLAMP uJ v) PV 2.0 > < Lo CC 0) w co U) < 00 ROCK -IT COUPLING SHELF Lu L) ID CLAMP ' ' AM P ROCK -IT D 7: Er 0:�z < Z (Dm:z oxf) < 0 ROCK -IT SLIDE SHIP LAP L) 2 L) ROCK -IT PEDESTAL METAL FLASHING /1 xl ROCK -IT < < f -METAL TIEOPLATEi 5/16"xi 1/2" COUPLING SHELF O 5/16"x3/8" I FLASHING HEX FLANGE BOLT HEX FLANGE BOLT ISOMETRIC VIEW SIDE VIEW 300 SERIES SS ISOMETRIC VIEW 300 SERIES SS '—COMP SHINGLES (1) 5/16111lx4 1/2" SS LAG SCREW TORQUE=1312 FT -LBS. SIDE VIEW =o=F=o=w=o= ROCK -IT MOUNT (2 ROCK -IT COUPLING ASSEMBLY NOT TO SCALE J2.O NOT TO SCALE TOP VIEW c 05 LAMP +A ACHMENT CLAMP + ATTACHMENT PERMITTED COUPLING COUPLING i [ CANTILEVER L13 OR LESS CLAMP SPACING o0 > 2 =MAX 72- (6' ROCK -IT SLIDE COUPLING CLAMP N RAFTER MODULE 0) MODULE JE MODULE c:) c:) METAL : ' C-4 F EPDM BONDED WASHER LASHING RAFTER RAFTER FORMS WATERTIGHT SEAL < CD Lo -i Lo L=LANDSCAPE CLAMP SPACING 0 . . U) U) w --e- co z 4 PV SYSTEM MOUNTING DETAIL r5MODULES IN PORTRAIT LANDSCAPE L=PORTRAIT > D �2. 0 NOT TO SCALE �2. 0 NOT TO SCALE CLAMP SPACING z (D COMP SHINGLES IV w w co _j _j Z' v 2 1/ MIN 3" MIN AND 6" MAX BETWEEN TOP OF ROOF AND BOTTOM OF MODULE v < < z • PV Z.O PV • • =�A i '��i ONE HOLE STEEL STRAP CONDUIT F_ 5/161lx4l/2"- c/) U) Q is V. = z SS LAG SCREW z I — TORQUE=1312 FT -LBS. PV MODULE, TYP- MOUNT SHEET -k�3.0 TO FRAMING OF EXISTING NAME: ffl ROOF TYPE, PARALLEL CONDUIT MOUNT.BRACKET 6" MA%Rd OF ROOF z < SECTION VIEW FLASHING OR TILE STRAP-\ 0 UJ 2 C), r SHEET 2' CT;777.7 .77777.7.; 7 "t .7.7777.7. 7 .7 'T el -.7i 777.777 Z7777' NUMBER: ('3SECTION VIEW NOT TO SCALE (_6PV ARRAY TYP. ELEVATION CONDUIT MOUNTING DETAIL cl� �2. 0 NOT TO SCALE NOT M SCALE > PV 2O ROOF SECTION 1 ROOF SECTION 2 t . ' M i / 1 co r Z co .' cvV M co O W M VJ cn�W W ZU� ROOF SECTION- 1 FROM PV 1.0 ROOF SECTION 1 FROM PV 1.0 a z MEMBER SIZE: MEMBER SIZE: Z o M z TRUSS 2x6 AT 24" O.C. TRUSS 2x6 AT 24" O.C. Q o 0 0 a 17'8 971 W J 2' EAV 14'-9 1/2" 2' EAVE 7'-1 1/2" INTERIOR HORIZONTAL DISTANCE INTERIOR HORIZONTAL DISTANCE e'S.F O n c 0 N ROOF"SECTION 5 >0 0 ROOF SECTION 1 FROM PV 1.0 N J V N MEMBER SIZE: TRUSS 2x6 AT 24" O.C. r- Lo _ Lo - 1 3' 10" ; 'z W m Z r WW m - ' J J; Z .is r Fes ' Q U) zc U3 Q r SHEET NAME: C7 J Q W O u- 2' EAVE 111-211 SHEET NUMBER: HORIZONTAL DISTANCE .INTERIOR .. FRAMING DETAIL � M NOT TO SCALE -_�sxz i �`'t SL1: c �•r - .-_s.. 3 L �_.nr _ z , -=—•n rt m, - -sa.s .. i_.__ _ .._.a_ . �._t.. .. r:. ___° __-:._z. ; •_ ..� �. :i. �r�«tl -- '•._ .rte:' 106- , Z U) Z cf) INSTALLER: VIVINT SOLAR O REAMAN RESIDENCE . r E 5.0 00 m ELEC. m m INSTALLER NUMBER: 1.877.404.4129 V 6 V� �l o I a m � PHOTOS ' ' O 10076 JONES AVE DURHAM, CA 95938 DRAWN BY: GWN S: 5554200 Last Modified: 7/5/2017 UTILITY ACCOUNT NUMBER: 7632462086-3 _. POWER TO -THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: SOLAR MODULES WITH MICRO -INVERTERS MOUNTED ON THE BACK OF EACH MODULE JUNCTION N . BOX & DISCONNECT SWITCH, LOCATED ON ROOFTOP rLl PV SYSTEM DISCONNECT FOR UTILITY OPERATION SERVICE POINT.UTILITY METERING .ti -7, `�` l �/ I? w CO 00 PV SOLAR SYSTEM SPECI FICATIONS.0zC*4(0 III co co SYSTEM SIZE - 5.320KW DC/ 4.370KW AC C, w REAMAN RESIDENCE MODULE TYPE & AMOUNT (19) JINKO SOLAR JKM280M-60B Of wz MODULE DIMENSIONS (L/W/H) 64.97in/ 39.06in/ 1.57in Of Uz z -JONES AVE z "of, INVERTER- (19) ENPHASE IQ6-60-2-US < �D=)o DURHAM, CA 95938, -INVERTERS) USED IN THIS DESIGN IS/ARE COMPLIANT WITH CEC 201.690.12 (RAPID SHUTDOWN). SEE MANUFACTURER DATA SHEET. 2 INTERCONNECTION METHOD LOAD BREAKER W. _j GOVERNING CODES SHEET INDEX: ALL WORK SHALL CONFORM TO THE FOLLOWING CODES • 2016 CALIFORNIA BUILDING CODE PV 0.0 - COVER SHEET • 2016 CALIFORNIA ENERGY CODE PV -1.0 - SITE PLAN 0- 2016 CALIFORNIA ELECTRICAL CODE PV 2.0 - MOUNTING DETAIL • 2016 CALIFORNIA FIRE CODE" PV 3.0 - FRAMING DETAIL Patrick Ranch 2016 CALIFORNIA GREEN CODE E 1.0 - 3 -LINE DIAGRAM • or= �?3 E 2.0 -NOTES 2016 CALIFORNIA MECHANICAL * ' CODE t. E 3.0 -WARNING LABELS CODE e • 2016 CALIFORNIA PLUMBINGOC= 2016 CALIFORNIA RESIDENTIAL�0 CODE E 4.0 - WARNING LABELS CONT. 0 't A ANY OTHER LOCAL AMENDMENTS E 5.0 - ELECTRICAL PHOTOS 00 ze, E 5A - ELECTRICAL PHOTOS CONT. 0) C, Cl to < co LO U) 0 t w Z z 0 > z 4, Lu Ill 00 _j _j z (1)V) < Z SHEET NAME: i. uj uj NOTES: 0 r• A PHOTOVOLTAIC MOUNTING RACK INSPECTION MAY BE REQUIRED PRIOR TO PANEL INSTALLATIONS u) 0 ANY MODIFICATIONS TO THE EXISTING ROOF AND/OR PLUMBING DRAIN, WASTE, AND/OR VENTS AR TO COMPLY WITH THE 2016 SHEET CBC/CPC NUMBER: • ALL EMT CONDUIT FITTINGS SHALL BE LISTED AS WEATHERPROOF FITTINGS • THE BACKFEED BREAKER SHALL NOT BE MARKED FOR "LINE"AND "LOAD" MARKINGS • CONDUIT RUN THROUGH THE ATTIC OR UNDER EAVES DENOTED WITH DASHED LINES ON SITE PLAN > SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED, PURSUANT TO SECTIONS R314 ANDTR 315 OF THE CRC 7 12=ft ft. WIND SPEED: 11OMPH SNOW LOAD: OPSF CATEGORY: C RAFTER DIM: 2X6 RAFTER SPACING: 24" PV SYSTEM SIZE: 36" SAFETY OFFSET FOR ROOF ACCESS I Roof Section 3 Roof Azimuth: 3 Roof Tilt: 18 Roof Type: Shingle I 13' I—1( I •�s I� t -v" c acSM NEW a I rn 5.320 kW DC M PV SYSTEM SIZE: N_ I 4.3-70 kW AC M V CIRCUIT KEY: (< 0 CIRCUIT #1 v ®PV 10 MODULES .. N CIRCUIT #2 Qu7 ®PV 9 MODULES r • LL UD 0 \W Z co D Z KEYNOTESLEGEND > 145' OF 1" EMT CONDUIT RUN FROM :T w Z JUNCTION BOX TO ELEC PANEL MOUNTED NO MORE THAN 3-1/2" AND (9 NO LESS THAN 1/2" ABOVE THE ROOF O JUNCTION BOX ATTACHED TO ARRAY W W USING ECOFASTEN HARDWARE TO W U) KEEP JUNCTION BOX OFF ROOF ' ^ Z 19 NEW JINKO SOLAR JKM28OM-60B PV MODULES WITH AN ENPHASE IQ6-60-2-USS MICRO r a :E LL -INVERTER 3 O 0 MOUNTED�ON THE BACK OF EACHH O Z MODULE Z O M ❑ UTILITY METER # 1007337255 - PVA SHEET r� LL NAME: INTERCONNECTION POINT a ' NEW PHOTOVOLTAIC AC DISCONNECT . J LOCATED WITHIN 10' OF MSP 5 a. © NEW DEDICATED PHOTOVOLTAIC SHEET SYSTEM COMBINER PANEL NUMBER: EXISTING PV SYSTEM: 7.28 KW DC (28) - Jinko Solar JKM260P-60 MODULES (28) -_.phase M215-60-2LL-S22-IG ,INVERTERS 36" SAFETY OFFSET FOR ROOF ACCESS I Roof Section 3 Roof Azimuth: 3 Roof Tilt: 18 Roof Type: Shingle I 13' I—1( I •�s I� t -v" c acSM NEW a I rn ♦u/1��►�� N_ I V Roof Section 2 Roof Azimuth: 3 Roof Tilt: 18 Roof Type: Shingle E N O ��l 7 $Roof Section 1 Roof Azimuth: 93 Roof Tilt: 18 Roof Type: Shingle �s t I W 0 N Z `° V W N co QCO (O W c7 QNB ��W w ZU? . (X 0 Z �� Q �_Z)o C ��U G U wN Of J I- y m J PV SYSTEM SITE PLAN %-� SCALE: 3/32" = V-0" may--- , rn N_ V 0 C) 0 N Qu7 UD in Z co D Z > :T Z (9 W W JJ Z a a 3 Z z o SHEET ?A NAME: J 5 a. SHEET NUMBER: PV SYSTEM SITE PLAN %-� SCALE: 3/32" = V-0" may--- ,