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BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES r INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line (IVR) : 530.538.4365 (Cut off time for inspections is 3pm) Development Services cannot guarantee inspections on the date requested Office: 530.538.7601 Fax: 530.538.7785 www.ButteCounty.ret/dds Permit No: B17-1936 Issued: 8/29/2017 APN: 009-300-072 Address: 2135 SPRUCE STREET, GRIDLEY Owner: PMP AT GRIDLEY LLC Permit Type: FIRE SUPPRESSION -RES Description: F/S FOR B17-1597 i AREA I Flood Zone: None SRA Area: No SETBACKS for Zonifig. AG. SRA. PW Front: Centerline of Road: Rear: SRA: Street: AG: Interior Total Setback from Centerfline of Road: ALL PLAN REVISIONS MUST BE APPROVLD BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks • 131. Foundations / Footings III Pier/Column Footings 122 Eufer Ground 216 Masonry Grout al 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 nde 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 Do Not Insulate Until Above Signed Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Swim-.nin :Pools Inspection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath ;142 Sewer District Final Swim-.nin :Pools Setbacks ; 131 Pool Plumbing Test :504 Gas Test 404 Pre-Gunite 506 Pre -Deck 505 Pool Fencing/Alarms/Barriers 1 503 Pre -Plaster ; 507 Manufactured Homes Setbacks 131 Blockin nde inin .612 Tiedown/Soft Set System ;611 Permanent Foundation S sten i 613 Underground Electric 218 Sewer !407 Underground Water 417 Manometer Test :605 Continuity Test 602 Skirting/Steps/Landings �1611 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 "PROJECT FINAL � ,( *Project Final is a Certificate -of Occupancy for (Residential Only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENC[D,:YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION f is U I I h �'OUNTY DEPARTMENT OF DE LOPMENT SERVICES INSPECTION.CARD MUST BE ON JOB SITE 1 24 Hour Inspection Line (IVR) : 530.538.4365 (Cut off time for inspections is 2pm) Develonment Services cannot Qtiarantee inspections on the date reauested Office: 530.538.7601 Fax:530.538.7785 www.ButteCounty.nc:t/dds Permit No: B 16-2255 Issued: 10/20/2016 APN: 024-130-033 Address: 905 ALEXANDER AVE, GRIDLEY Owner: PEEKEMA RANCH LP Permit Type: FOUNDATION ONLY Description: 114' STEM WALL, PLUMBING, ELEC ALL PLAN REVISIONS MUST BE Inspection Type IVR INSP DATE Setbacks 131 Foundations / Footings 111 1. Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Setbacks 131 Do Not Pour Concrete Until Above are Sign d 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/13 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 57 AREA 1 Flood Zone: A SRA Area: No SETBACKS for Zoning, G W Front: Centerline of Road: Rear: SRA: Side: AQ Other: Total Setback from Center:ine of Road: BY THE COUNTY BEFORE PROCEEDING 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 Fencin AlarmsBarriers503 Pre -Plaster 507 Manufactured Homes Setbacks 131 Blockin /Unde inin 612 Tiedown/Soft Set System 611 Permanent Foundation S sten 613 Underground Electric 218 Sewer 407 Underground Water 417 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coa,h Info Manufactures Name: Date of Manufacture: Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Public Works Final 538.7681 Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final "PROJECT FINAL *Project Final is a Certificate of Occupancy for (Residential Only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A I YEAR RENEWAL 30 DAYS 11RIOR TO EXPIRATION � f �1 BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 1 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: B17-2550 -Issued: 10/24/2017 APN: 026-195=002 Address: 2475 WILLIAMS AVE, PALERMO Owner: LEDDY JUNE E Permit Type: ELECTRIC PANEL RES Description:. ELEC PANEL UPGRADE 200AMP �szs.im� www.butteuounty.nevtlds Flood Zone: None SRA Area: No SETBACKS for Zon*np. 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 .. 1 Inspection Tyve IVR INSP DATE Setbacks 131 Foundations / Footings III Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Setbacks 131 ..—_ __�Q.N9>i_P.oltC_C9ILCC&t�_UJlt)1._9,ILQYQ_�!'Q_��>?ned PrE_ OFFICE COPY►=_ Ga. -Bldg Permit: a .� I i,, Urij,-Address:-Tn Ail Shl -.: I-1 Un :"GAS By�l: -- ' Date:. <� tE; .7 l� _ Uri '• Electric By: 1. _ -:Date- 1 I i I 504 Gas Test Do 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 Pre -Plaster 507 Do Not -Install Siding/Stucco or Roofing Until Above Signed Rough Framing 153 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 4=Way Rough Framing 128 Gas Piping House 403 Gas Test House 404 Shower Pan/Tub Test 408 • Do Not Insulate Until Above Signed Inspection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Plumbing Final 813 Fire Sprinkler Test or Final 702 Swimming Pools Setbacks 131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite 506 Pre -Deck 505 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 131 Blockin /Under 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 Skirtin Ste s/Landin s 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: k �.'''.,b� ♦�j `Y., ..., ...dc t. » `..... ,� _ .11 is ''' �J`,.`°"�#S i7.^�.�r5�t 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 tom, s r,ujcr, r1uni is a %-crnncatc of occupancy for ttcesmennai vniy) PER_NIITS BECONIE NULL AND VOID I YEAR FRONI THE DATE OF ISSUANCE. IF WORK HAS COMNIENCED, YOU NIAY PAY FOR A 1 YEAR RENEWAL 311 DAYS PRIOR TO EXPIRATION 11 E COUNTY 1EVELOPMENT SERVICES ) MUST BE ON JOB SITE . 30.538.4365 (Cut off time for inspections is 3pm) . A guarantee inspections on the date requested x:530 'AREA I Asa. i ia� www.tsuttet-ounty.neuaas Flood Zone: None SRA Area: No SETBACKS 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 1 l 1 Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Setbacks 131 Do Not Pour Concrete Until Above are Si kned 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 /Under inin 612 Tiedown/Soft Set System 611 Do Not Install Floor Sheathingor Slab Until Above Signed Shearwal I/B. W.P.-Interior 134 Shearwall/B.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 ' Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Swimmin Pools I Inspection Type IVR INSP DATE T -Bar Ceiling145 538.6226 Stucco Lath 142 Sewer District Final ' 4 Swimmin 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 /Under inin 612 Tiedown/Soft Set System 611 Permanent Foundation System 613 Underground Electric 218 Sewer 407 Underground Water 417 ` Manometer Test 605 ContinuityTest 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Finals. Public Works Final 538.7681 _ Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final ' 4 FPROJECT FINAL �' ./ -rro,lect rtnal is a l.ernncate of Occupancy for -(Residential Only) PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF ISSUANCE. IP NVORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION - 9'I ou0°nfing systems •System grounding , The, combination of" the .Alpha' Clickstone clamp :assembly, rail splices and roof attachment , devices provides a completely bonded PV structure: Grounding this bended structure 'may be accomplished using approved lay -in lugs or other devices. Mounting Sy!tems, Inc. recommends the use of Burhdy WEEB-Lugs•-specifically intended for use on Alpha•' rails. These preassembled lugs are available from Mounting Systems (Part Number 720-1235 [set of 4]). The WEEB-Lug can tie; installed in a'ny 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 sized conductor can then be, connected to the WEEB=Lug for connection. to the system ground .electrode. UL Subject 2103 Ed.: 2.Compliance By virtue of the 'bonding ' methods described above, the _ Mounting Systems, Inc. Alpha' PV mounting system is fully compliant with UL Subject 2703. Ed. 23. Extensive testing on key bonding components 'of the Alpha' 'system has, been performed.: test- ng was carried out in excess, of and under more rigorous conditions than required by UL Subiect 2703 Ed. 2 as it is presently written. The system meets,or exceeds all pertinent requiremens. When assembled 'and installed per the instructions provided in the Mounting Systems', .In.c. Alpha' Installation Manual and/or with appropriate use of third -party devices in compliance With instructions in their respective•ins_tallation 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 wvuw.mounting-systernims Subject to change without notice 2014©Mounting Systemsi Inc. 3 Note that UL Subject 2703 was rejected by vote of the UL Subject 2703 Standards Technical Panel in September.2012 and returned;=oto 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 9. Alpha' rail connection mounting systems , Ad .,,;•Figure 6shows the, complete Clickstone clamp bonding path. : a.Figure 6. Alpha' bonding path Rail=to=Reil Bohdirig If is often the case module mounting rails,are_'spliced together to form'a longer length of Frail. The Mounting,Systems Alpha'system uses a dedicateii rail splice(Fignie 7) for this purpose. Rail splice ` Splice shown connected to one rail ' t only _ r Figure 7. Alpha' rail splice x 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 washer' 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. ' Clamp body 2 Bonding plate 3 Clickstone bolt 1 9 Figure 4a. Bonding plate assembled to bolt Figure 4b. Clickstone bolt assembly 5 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, clampcomponents and the rail. . - T - Bonding ridges Figure 5. Clickstone and rail PJ ' Per UL Subject 2703 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. .3 a Figure 4a. Bonding plate assembled to bolt Figure 4b. Clickstone bolt assembly 5 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, clampcomponents and the rail. . - T - Bonding ridges Figure 5. Clickstone and rail PJ ' Per UL Subject 2703 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. mounting systems The lugs, are secured to the module frame as shown in Figure lb. 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 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. . .6Y1�. J• YV.Y •.Ib `/Y LC ' 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 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 (AHJ). 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 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 anodized 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. ,x Figure la. Typical lay in lug k��— {Nut 1— Serrated washer - Module frame Lay4n lug -2 in.�bs Rd washer Machine sesta Figure lb. Lay in lug installation Figure 1. Typical lay -in grounding lug r A, XA b uFntanig, Sz ��'te ; � �s" n c.t 1 Y; a+ PV4:1:0.� �ng,:,S;yste °°� SYS t em E l e �.. r• G 1� •� ` t�. \ y.F- + ��f may, :� Q oft Mil mounting systems ............................................................................................ Application Pitched roof - on -roof Roof types Suitable for most types of roof cladding Roofslope - Up to.600 1 Building height Up to 65 ft • 20 m 1 PV modules framed or frameless Module orientation Landscape; portrait Size of module array Any. size possible? Position of•the module away No special requirements Distance betiveenroof do to 10 ft / 3 m r attachment points Standards . IBC 2009 IBC 2012 ASCE 7-05 ASCE/SET 7.10 CBC 2013 Ul 27031 Ed. 1 ULC ORD C1.703 ANSI/RISC 360705 Aa 318-08 Aluminum Design Manual 2010 Euzocode 1 -DIN .EN 191-1-1 -Actions on'sttuctures Eurocode 9 - Design of aluminum structures Supporting profiles Extruded Aluminum (EN AW 606'3 T66) Nooks, small parts Stainless steel (VIA) color Mill finish or black paint Warranty 10 years 3 1 Different maximum values may apply, depending on site, building, choice of roof attachments and module type Integrated bonding Clickstone mid -clamp �j1P ti fit. ��' • �J� Universal roof hook with QuickAttach C q- � US4 Intertek 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 notice 3 For details, please consult Mounting Systems, Inc. full warranty document, available upon request. 2016 O Mounting Systems, Inc f-ge�e ea The Alpha+ system is a robust mounting system designed and optimized for exceptionally fast and easy installation of PV modules on pitched roofs. Mounting Systems' patented Clickstone technology and extensive component pre -assembly speed installation and enhance system safety and reliability. Unlimited fleuibihty With the Alpha+, framed and frameless modules can be easily mounted on a wide range of pitched roof surfaces.' Systems can be designed in both landscape and 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 clamps. 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. Aesthetically Pleasing The Alpha+'s improved design provides vertical adjustability to help compensate for roof irregularities and to make leveling the Py 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 (BOM) 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. Maximum service life All components are made of extruded aluminum and stainless steel. This guarantees both full recyclability and maximum service life due to high resistance to corrosion. 1 Alpha+ is compatible with nearly every type of root. For detailed information, please contact us during the planning phase. V., usq, Dae V.40 �' `'��•. ,- •,,� Sauna • ° Q 13/52 Rail LRFD Allowable Uplift Wind Force (plf) EEL " 13/52 Rail Span (ft) LRFD Allowable Uplift Force (lb) 3.0 1764 3.5 1480 4.0 1243 4.5 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 �.. 13/52 Rail Zone3 Span Chart a.- The table above ONLY includes 13-52 rail capacity check. It does not include roof attachment or roof capacity check - -Wind Wind risk category II per ASCE7-10 C. Topographic factor, kzt is 1.0 Ground Snow Load Maximum mean roof height is 60 ft. •' e. :. . Exposure Speed 0 psf' 10 psf- -20 psf 30 psf 40 psf 50 psf •' 60 psf 70 psf 80 psf• 90.psf -- j. 100;. 'r t7 5 A %� 7.5'x" ' ' 6.5.x. ":6 p.7.4-5:5.� , * 5.0 ,, .a.4 5 fi' -04.6,1' 01 .4.0 �Y =`3.5 3 ; ate' 105 7 0 .s� :.v 7.0 6.5 6.0 ' 5.5 5.0 4 5 -4.0 �_ 4:0 ' 3.5 `11A 5of6 1110 "r:P65.- `6.5. 6.5 6.0` 5.5 S.0 4.5 - 4.0 z`4.0;` 3.5 120 { 6.0 .. :6.0 - r 6.0 j 5.5 x 5.0 4.5 45 40.. L 40 3.5 ri, Category s 130. •`.; t 5.5 > 5.5 ` ``i 5.5 '5:5 5.0 4.5 4.5 4.0 k 4:0 .= "x\aBxai � 4.5'..� ,....4.5'�'� X4.0--•� � 140i -A` =�,S:O 5:0�ti A::-5:0=°`'�^ 5.0-a 5.0:',�s �:. 4.0-- �3!S4R j •,• 150 .,:,:':5.0:ti 5.0;. -.5.0 5.0":' 5.0°i , 4.5 : '4:5...' .4.0 4.0 `''�: 3.5 -z-". 160 •r 45 `` 4.5!' 4.5 4:5 45'" "4.5. _, 4:5 'r '-4.0:, 4. Or - 3,5 �yb 170 40 4.0` 4.0 ` 40 4.0:''. 4.0 4.0'. 40 4.0 a y 3.5 ?j I80 --4.0." , =_4.0 ' 4.0 4.0,`' 4.0 4.0 4.0 ^, 4.0, 4.0 ,� '<3.5+!'; Exposure . Wind ., J :: Ground Snow toad Speed . ' 0psf ;SO psf, `20 psf : 30 psf; 40 psf 50psf>= 60 psf 70 psf SO:psf a. 90-psf 100 6.5 6.5 6.5 5.5 5.0 5.0 4.5 4.0 4.0 3.5 r 105 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 110 5.5 5.5 5.5 5.5 . S.0 4.5 4.5 4.0 4.0 3.5 120 5.0 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 :140 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 150 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 3.5 3.5 3.5 3.5 180 3.5 3,5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Wind �" . Ground Snow Load Exposure • - Speed- 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf ., . 70 psf . 80 psf , , 90 psf i.'','r,y :•:'•:100., -6.0' :6.0' .6.0 5.5:"s' ,'S.0' '4.5. 4.5' "--4.0 -4.0.''x';13:5' 'Alt. �-105=,:._.05.5.". '.<5.5 �•. :�- 5.5` -5.5 - 5.0 4.5 4.5 "'. -4.0 _ .��4.01, �`=-3.5,: 110,, X5.0 ` 5.0 Al :5.0,. 25.0 - 5.0 ... - 4.5 4.5 4.0 x'•4.0•;>. `3.5 120 _J°5.0'x' ••5.0'x' -5.0,- S0�' 5.0"•.' -4.5 4.5. a0 ` 4.0." 'x.;3.5+ . Category AV 1'30 " r� 4.5",.. , ` 4.5'. -; 4.5 r '''- 4.5, 44.5 s`4.5 4:5 • i ,.. 4.0 %1'. 4.0 '":. '3.5 . y' , 140-,. x4.0 ..F 4.O_%- :4.0 4.0 c 4.0: x4.0 4.0 ..- 4.0 4.0>: 3.5 ,- ,k< .. :150 40 4.0'<• 4.0 ^40 40 ,4.0_ 4.0 i40 40 +� 3:S Y: 1.160 35 .. 3.5 3.5,1 t 35 ;.3.5..2 :3.5.'• '3.5 r :35 35.. '_3.5 4x .170 .� !-`35 •_-. 3.5 ,_- , 3.5 3.5. , w .3.5 .' 3.5 3.5 ' 35. •. `. 35.1` ° 3.5 °' ,ry�180r 't��r,=.3.0't '..1,_z3.0�:�,:a?3.0_�-30 '_. 4, ..' 3.O.t �.. 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 r' ' 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 - 1 k. s; 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 . 5of6 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 4of6 13/52 Rail Zone 2 Span Chart Exposure Wind Ground Snow Load Speed • . 0 psf = • 10 psf :20 psf- 30 psf : 40 psf 50 psf 60 psf 70 psf 80 psf - 90 psf z 3'.100��, ut'9.5" w 8.5- 7.0 . 6.0 5.5 5.0 4.5 4.0 4.0 -; , 3.5F:?�= ' 105 `.:i,i 9.0 " 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 '. 110 ` `' 8:5 "' ': 8.0 7.0 - 6.0 - 5.5 5.0 4.5 4.0 4.0 • 3.5 { '_ 120 `. 7.5 7.5 •+ - 7.0 6.0 5.5 5.0 4.5 - 4.0 4.0 3.5 'Category 130 7.0 7.0 - 6.5 a6.0 5.5 5.0 • 4.5 4.0 4.0 3.5 140 6.5-,- y i-:6.5,, j .. 6:5 _:- 5.5 5.0 5.0 4.5= a; ❑ . 4:0+� `_-.- -150 6.0 ,' - 6.0 6.0 5.5 5.0 4.5-- 4.5 4.0 4.0 = x3.5 -F, x 160 F` 5.5 5.5 *' 5:5 5.5 5.0 4.5 4.5 4.0 4.0 r 3.5 <rc 170' '.'5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 »•3.5 " 180 5.0 : 5.0 5.0 - 5.0 5.0-- 4.5 4.5 - 4.0 4.0 ,u •..3"5 -. Exposure Wind • " Ground Snow Load Speed 0 psf. 10 psf 20 psf. 30 psf 40 psf 50 psf = 60 psf 70 psf 80 psf 90 psf 100 8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3"5 105 7.5 7.5 7.0 6.0 5.5 S.0 4.5 4.0 4.0 3.5 110 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 6.5 6.5 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 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 5.0 5.0 5.0 5.0 4.5 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 4.5 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 4.5 1 4.5 4.5 4.0 4.0 3.5 Exposure Wind I Ground Snow Load , Speed 0 psf 10 psf 20 psf 30 psf ' 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf i = ;100 7.5 + 7.5' 6.5 6.05.5 +-- 5.0 7 4.5 4.0 4.0 ° ` 3.5 105' 7.07.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0::• 3.5' .# 110 =. 6.5 6.5-, . 6.5 , 6.0 5.5 5.0 4.5 4.0 4.0 :,,3.5 120 • 6.0 6.0 - =6.0 5.5 5.0' 4.5 4.5 4.0 4.0 3.5 Category 130,-- : 5.5 w 5.5 'S.5 5.5 5.0' 4.5 4.5 4.0 4.0' ' 3.5' D 140 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 150•r 5.0 ,' 5.0. -5.0 5.0 5.0'f 4.5 4.5 4.0 ;. r 4.0 .• .,.3:5. 160'• _ ;• 4:5 '4.5 M --4.5 = 4.5 14.5 4.5 4.5 4:0 4.0 • ' 3.5,, .. 170 .'• 4.04.0 -- 4.O t 4.0 4.0 4.0 4.0' = 4.0 _' 4.0. 3.5 <: 1804.0 4.0' 4.0 : is 4.0 4.0- - , 4.0 4.0= 4.0 . 4.0 •_- •,,.3.5 ; 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 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 r 1 + f 3of6 13/52 Rail Zone 1 Span Chart Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf - 30 psf 40 psf : " 50 psf 60 psf 70 psf 80 psf 90 psf e � v;%:'`:100a, 10.0 a� &S 7.0 - :,,60`^'i 15.S 5.0' 4.5'* :`4.0'.x."�'V4.0-�' IS :;4 r s h ~105` 10.0-_ " 8.5 7.0 6.0 ' _ 5.5 5.0 4.5 -- 4.0 4.0 3.5 10.0- = 8.5 7.0 6.0 5.5 5.0 • 4.5 4.0 4.0 3.5 - r}� 120.; 10.0 8.5 °' = 7s0 6.0 5.5 „ 5.0 " 4'5 += 4.0 ^_ 4.0-` 3.5 .Category •• 130-.:a < 9.5 8.5 =. 7.0 6.0 5.5 5.0 4.5 4.0 ' 40 3.5 B%_,: 140 << 9.0 8.5: 7.0 6.0 5.5 . S.0 L 4.5 4.0 -4.0',--• r•�115 150 8.0'^ 8.0 7.0 "' 6.0- 5.S.. 5.0 - 4.5 4.0 4.0'; 3.5 160,'` , t 7.5 '. •:. 7.5 •:- '6.5 •n. -..:.6.0 5.5 �� 5.0 4.5- -4.0 c'. 4.0 " Y' 170 -,7.0^- '7.0 '_ 16.5 ' ` 6.0 • 5.5 5.01 4.5 4.0 4.0 . 3.5 -180 ..: x,`,7.0 7,0 .. 6.5 6.0 ' 5.5 5.0 ^, 4.5 4.0 :.4.0'• ': 3:5s Exposure Wind Ground Snow Load Speed 0 psf, 30 psf 20 psf 30 psf 40 psf 50 psf. 60 psf 70 psf 80 psf 90 psf 100 10.0 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 S.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 7.5 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 3.5 160 6.5 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 1 6.0 • 6.0 5.5 5.0 1 4.5 4.5 4.0 1 4.0 3.5 Exposure Wind Ground Snow Load Speed 0 psf 30 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf �-+:;� i i 100. ; -•10.0 8.5' 7.0 6.0' 5.5 -'5.0 4:5 4.0 4.0. '3.5.. ` #v 'f: 105 t':`: 9.5€. 8.5 7.0 6.0 .. 5.5 5.0. 4:5 4.0. _ 4.0.,,` 3.5:: x :� 110 � . 9.0: t 8.5 : 7.0 6.0 5.5 5.0 : 4.5 4.0 4.0 3.5,. 120 8.5` 8.0 ':.' -,7.0 6.0 ' ' 5.5 =_ 5.0 ' % -.4.5, c 4.0 _ .4.0' y" > 3.5 :Category: 130 :`•: 'i ,:7.5- 7.S • , ` • 7.0 -6.0- 5.5 . ` 5.0 4.5 4.0- 4.0 = 3.5.. >-D f ;140'-` -7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0.` 3.5 ;150 6.5 •A 6.5 f° 6.5 • 6.0 5.55.0 4.5 -4.0- ' 4 0..• ;,3,5 •n:'. . . n: ' 160 6.0- 6:0 <: 6.0 5.5 •. ' . 5.0 � 4.5 �' :4.5 '; 4.0 + 4.0:' .. 170 ' 5.5 - 5.5 5.5 5.5 5.0 ' 4.5 4.5 4.0 4.0 ' .., 3.5 =;-, ,•:.180 ; 75.5 5.5.. -.5.5. S. -S5.0 4.5 4.5 .. 4A 4.0:: 3.5:-`= 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 r 1 + f 3of6 structUma 8 ENGINEERS Composition Shingle Roof: 1. GreenFaste GF1 of EcoFasten S61ar(UER-0216) with 5/16" lag bolt..: Tile Roof 1. Tile Flashing System of EcoFasten Solar with 5/16" hex head lag screw. Corrugated Metal Roof: 1. CorruSlide System of EcoFasten Solar with 1/4"-140/8" 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 document and codes. If you have any questions on the above, do not hesitate to call. QROfESS/ON Prepared by: KENNETH a cyFyc w m PZSE, Inc. — Structural Engineers No. 58978 Roseville; CA Ex,.'_" qrQ OF CA��F� a 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 T 916.961.3960 r 916.961.3965 W www.pzse.com Experience tntegrlfy ' Errpowerment s�r�c���i'� ENGINEE(�S January 20; 2017 Mounting Systems; Inc. 820 Riverside "P " may.. . 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, Inc: -Structural Engineers has reviewed Mounting Systems, Inc.'s 13/52 rail span charts, rail allowable uplift wind forc6 and performed rail component capacity check including L foot bracket, 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 Alpha Engineering and Technical Data and the 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 Support Photovoltaic (PV) Panels,, November 1, 2012 by ICC -ES Following are typical specifications for the connections to meet the above code requii rments: 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 spanno-ed 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 ''/z" roofing screws. a 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 9.16.961.3960 F 916.961.3965 W www.pzse.com 1 of 6 GreenFasten- GF1 - Product Guide Cut Sheets: Bracket Options - Z-101 I,fs' ? fl ` 1•a ' I'd 5/8„ T � jet 1 $ • `� , �I 1•� _ ... - ` • .... 1 • I - 1 i., • y • . �1 Ifi'r i �11i } }• i i I � 3/8i i' l r, f• I'� ' 7116" 1 " 1 1/4" 4 j 16" k• ,-_:_ _ - �; - _ ' 4X R 1 /8" 2 3/41. ' 5/16" - 1 1/2"006 , + �`ti a''✓`+ ;'",- • . I i ; 3/8 —.002 THRU ALL 0 7/8"±.010' X 820, NEAR SIDE - I � 3/4" ;.:., j 1 3/4" f 877-859-3947 EcoFasten solar®All content protected under copyright. All rights reserved. 8/27/14 < . r 3 9 EcoFasten Solar products are protected by the following U.S. Patents: 8,151,522 B2 8,153,700 132 8,181,398 B2 8,166,713 82 8,146,299 132 8,209,914 132 8,245,454 82 8,272,174 B2 8,225,557 B2 { e_i ' Via.. °` . ,,: -..0 GreenFasten" GF1 —Product Guide ' Installation Instructions it •:Yr )� `5:• M1 t �. ••i: '{' _, i ✓ 7t,- f '�' r,•.,tF t�H�r. shown.Reinstall flashing with notched area upslope. 4. Position notched leading edge underneath nail heads as 4 Nails beneath shingle Nails beneath 3 �'j l Y <, �✓ y. , �Iri. �.•.. `{�, ,�� /S • �v'�'•t',Jy�c �. �.�y� , LPI� 877-859-3947 EcoFasteriSolarO All content b A.A i e.yd�' �' t �.t��';Y'rn"•'� "'3. ,+-Yr; °rt'j .7 t1 7�'�Ss �tr �.p�i+ � �.;AY`j� � ♦ ' ..i..}, ^'� iriq. �'4s•y zisd�ir ` ,.4:�iR'a r�T`.�'"i�. f, �� <�� �Y Y`i ��'7^r"y �y,+, ..�%. °� 't , 3 ,r � KFS 1' �r+'�' � Zncsr/•/' `�31i +i,. ✓ � yr rk Yl �" jar e ,J'S 4 r�•!�� �.( {.'f � �� :il �� N }�kr4 S�•�'y�• >' +' z�+ti,.' , ;tr►. ;,+%r'(w�"" f 'lj�l. 7r �`' r r jarlic..�,u.,*,�r' . protected undercopyright. EooFasten Solar products are protected by the following U.S. Patents: 8,151,522 B2 8,153,700 1• t }^ * Use for vertical adjustment when leading edge of flashing hits nails'in upper shingle courses 1 " . Slide flashing up under shingles until leadin*g edge - 2. Remove flashing and cut W" notch engages nails. Measure remaining distance to ad- at marks where nail shafts engaged leading edge of flashing the distance desired just upslope. in Step 1. Notch depth not to exceed 2" length by 1/2" width. Nails beneath shingle Placement of'v" notch it •:Yr )� `5:• M1 t �. ••i: '{' _, i ✓ 7t,- f '�' r,•.,tF t�H�r. shown.Reinstall flashing with notched area upslope. 4. Position notched leading edge underneath nail heads as 4 Nails beneath shingle Nails beneath 3 �'j l Y <, �✓ y. , �Iri. �.•.. `{�, ,�� /S • �v'�'•t',Jy�c �. �.�y� , LPI� 877-859-3947 EcoFasteriSolarO All content b A.A i e.yd�' �' t �.t��';Y'rn"•'� "'3. ,+-Yr; °rt'j .7 t1 7�'�Ss �tr �.p�i+ � �.;AY`j� � ♦ ' ..i..}, ^'� iriq. �'4s•y zisd�ir ` ,.4:�iR'a r�T`.�'"i�. f, �� <�� �Y Y`i ��'7^r"y �y,+, ..�%. °� 't , 3 ,r � KFS 1' �r+'�' � Zncsr/•/' `�31i +i,. ✓ � yr rk Yl �" jar e ,J'S 4 r�•!�� �.( {.'f � �� :il �� N }�kr4 S�•�'y�• >' +' z�+ti,.' , ;tr►. ;,+%r'(w�"" f 'lj�l. 7r �`' r r jarlic..�,u.,*,�r' . protected undercopyright. EooFasten Solar products are protected by the following U.S. Patents: 8,151,522 B2 8,153,700 1• �� �rt 1 �• �� C h� - • ♦ • H • _ '• • . LI • • '• w - ter•. •• • _ .. _ ♦ - + ;. GreenFasten'" GF1 Product Guide I;• a uc- - Installation Instructions with Compression Bracket i •i li I } it i , r f t L t I - R,.sn tt. J •'J " j f F- w ��L.Nr, r✓r~+j �� �' �� �'^' j�"t • I � t ��I qh..� t. Z f 1 '.G.t !} �r 1'J�� P -i•F `�,jjam �ti � "=t"�iw-,+� '"i ,rS{�. ii � �Zi� '� �•` • ! i i„f r � �1L ���i'y� .e'�ts � "T �,Cyda 5 Yi 9 'r�"Ti '.+. j y r '� �i ,•} \ y fj/9' •4 -°'r J.: f ?� R �� rl/+ti } `� Lr3 J'�' y<, 'y'S � •i y�1t 1. A,��•f��.�''yjgO,,;;�, Fp 4 �� 1.� I�:G •'^•+ Fi •�`My1r�. t�>�` �L+W7� �•. z ', 7 l 'fir mer rG�.+ iY• rp C - � .Ti '� J r. a�L :r7 � r" y�r 2 3 a 4b 4c 1. Locate the rafters and snap horizontal and vertical lines to mark the installation position for each GreenFasten flashing. 2. Drill a pilot hole (1/4" diameter) for the lag bolt. Backfill with sealant. EcoFasten Solar recommends anEPDM.mastic. l 3. Insert the flashing so the top part is under the next row of shingles and pushed far + e r enough up slope to prevent water infiltration through vertical joint in shingles. The z rr BAR 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 . ,. ".,,'.f "`»Y' < ,� ?+�, '•. in upper shingle courses. ' +t \• is _ 'jli+f/'�r F ,� .1 Awl K .. -r .. - + 4. Line up pilot hole with GreenFasten flashing hole. ' X � ' y 4a Insert the lag bolt through the EPDM washer, the fop 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. ' 4i2 Insert the lag bolt through the EPDM washer the Comp Mount Slide compression _. 5 bracket and the gasketed hole in the flashing'and into the rafter. , 4G Insert the lag bolt through thie SS washer, the third -party bracket, the EPDM ♦ a bonded washer, the CP -SQ -Slotted compression' bracket and the gasketed hole in the Consult an engineer or go'to www.ecofastensolar.com for flashing and into the rafter.. s engineering data. ' ► 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 Y d oU may nee to stop and use a ratchet to finish the Install. *not pictured. ' a r r-uaa-sa4 i tcol-asten SolarO All content protected under copyright. All rights reserved. 8/27/14' 2 1 r 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 B2 8,146,299 B2 8,209,914 B2 8,245,454 B2 8,272,174 B2 8,225,557 B2 Enphase 6Q 6 and IQ 6¢ Micr®inverters INPUT DATA (DC) IQ6-60-2-US AND IQ6-60-5-US IQ6PLUS-72-2-US AND IQ6PLUS-72-5-US Commonly used module pairings' 195 W - 330 W + ' 235 W -•$00 W + Module compatibility 60 -cell PV modules only 60 -cell and 72 -cell PV modules Maximum input DC voltage 62 V ._ Peak power tracking voltages 27 V - 37 V 27 V - 45V Operating range " ,..r.... +� •.{ ° 16 V "48 V..y. 16 V 62y Min/Max start voltage 22V/48V 22 V / 62 V Max DG short circuit current (module I'sc). ' i;15 A ;f �,('-, i- 15A Overvoltage class DC port DC port backfeed under single fault 0 A 0 A PV array configuration - 1 x 1 ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA (AC) IQ6-60-2-US AND IQ6-60-5-US IQ6PLUS--72-2-US AND IQ6PLUS-72-5-US• Peak output power ' '' ,�* 240:VA s ., 290 VA m Maximum continuous output power 230 VA 280 VA Nominal voltage/range?-F. 240-V / 211-264 V 208 V (1m) / 183-229 V z> z . 240 V / 211 264 V- 208 V (1 0)j 183-229 V Nominal output current 0.96 A 1-11 A _ 1.17 A 1.35 A Nominal frequencg� ;°`�1 0� `s r` , = :i "60.Fii'i# ?3' `Mt 60 Hz Extended frequency range 47 - 68 Hz 47 - 68 Hz Power factor at ratedpower- �h:. ...., . z.:i,.R r1,� .� ::._:.� _. 1:0 Maximum units per 20�' A branch circuit 16 (240 VAC) 13 (240 VAC) z '14 (single-phase 208 VAC) 11 (single-phase 208 VAC) Over.v tage class AC port AC port backfeed under single fault 0 A 0 A ._Power. factor adjustable : ( ) 0:71eadin - g ... 0.7'la to 99 9 `„ 0.7 leading.... - g,.. 0.7 lagging EFFICIENCY @240 V @208 V (10) @240 V @208 V (10) CE.0 weighted efficiency .,97.0% '' ` r' 96.5% .97.0% 96.5% MECHANICAL DATA Ambient temperature range t E 40°}C to'+65°C - , s Relative humidity range r 4%.to 1000 (condensing) Connector type -.t f, , MC4_or Amphenol H4 UTX 4 �.,...,..-. Dimensions (WxHxD) 219 mm x 191 mm x 37.9 mm (without bracket) r... ,... , Weight 1.5 kg (3.3 lbs) Cooling Natural convection - No fans Approved for wet locations Yes` r Pollution degree - - PD3 Environmental category / UV exposure rating NEMA 250, type 6 (IP67)° -:.Outdoor `'71— FEATURES Communication - Power'line Monitoring Enlighten Manager and MyEnlighten monitoring options Compatible with Enphase IQ Envoy Compliance UL:62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES 0003 Class B .-� CAN/CSA-C22:2 NO. 101.1-01 { '• r - This product is UL Listed as PV Rapid Shut Down Equipment an�I conforms with NEC 2014 and NEC=2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according manufacturer's in tructions. - 1. No enforced DC/AC ratio. See the compatibility calculator at enphase.com/en-us/suppoLl/module-compatiUlot 2. Nominal voltage range can be extended beyond nominal if required by the utility. To learn more about Enphase offerings, visit enphase.com ;D 2017 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc. E I� B P H A S E. 2017-05-01 r v �D @ 1� I� a� Data Sheet Enphase Microinverters Enphase The high-powered smart grid -ready Enphase IQ 6 Micro' and Enphase IQ 6+ Micro'" IQ 6 and IQ 6+ dramatically simplify the installation process while achieving the highest efficiency for module -level Microinverters power electronics. Part of the Enphase IQ System, the IQ 6 and IQ 6+ Micro integrate seamlessly with the Enphase IQ Envoy", Enphase Q Aggregator"", Enphase IQ Battery"', and the Enphase Enlighten'" monitoring and analysis software. The IQ 6 and IQ 6+ Micro extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing. Enabling Enphase to provide an industry-leading warranty of up to 25 years. U` To learn more about Enphase offerings, visit enphase.com Easy to Install • Lightweight and simple • faster installation with improved two -wire cabling • Built-in rapid shutdown compliant (NEC 2014) Productive and Reliable • Optimized for high powered 60 -cell and 72- cell* modules • More than a million hours of testing • Class II double -insulated enclosure Smart Grid Ready • Complies with fixed power factor, voltage and frequency ride -through requirements • Remotely updates to respond to changing grid requirements Configurable for varying grid profiles * The IQ 6+ Micro is required to support 72 -cell modules ENIPHASE, THE ALLMAX PLUS' MODULE PRODUCTS /OWER RANGE ELECTRICAL DATA (STC) TSM-DDD5A.08(II) ' 275-290'W Peak Power Woits-PMnx (Wp) ( 270 ! 275 280 l 285 I 290 .. - TSM-DD05A.05(TI) ( 270-275W Power Output Tolerance-Pwsz(W) S "0-+5 Maximum PowerVoltoge-VM (V) 31.2 31.4 i 31.7. i 31 :8. i 32.2 DIMENSIONS OF PV MODULEa *N~ Maximum Power Current-IMvr (A) ; 8.66 '; 8.76' " 8.84 8.97 ,'... 9.OT_= •r-941/37.0 - -. ' Open Circuit Voltage-Voc (V) i 38.4 I 38.7 39.0 I 39.3- 39:5 - ----I Short Circuit Current-Isc 3i5: 9.45 a1 ✓ X19 50 rt 941 Module Efficiency nm (%J 163 { 16.8 17.1 17.4 ! 17.7 ' STC: Imadlonce 1000 W/m°, Cell Temperature 25°C. Air Mass AMI.5. ; =) o i q Amcnw Box 4-09•IQ' 111 I' J ( •1 �. a r".- U ELECTRICAL DATA (NOCT) Maximum Power -P -x (Wp) ; 201 205, { 209 ' 212 ' 216 .rt y�.rF�•'+i • o { � } � • I � � Maxm 29.4,`,_,; 29.6.'' , 29.9 {' : ( +: ' • Maximum Power Current IMPd.(A) 1 6.96 -:7 02 { 7.,10 .I - 7.17 • ' 7.23_ o TALI JA ] y : ' (� o Open Circuit Voltage Vac (V)• , 35 77'77- .0 36.3 36.6 ` 36.7 r �.I• !!!!!� !� = 11 + o Short Circuit Current-Isc (A) 1 7.41 1 -7.48 7.55 ' ' ' 7.63 7.67 NOCT: Irradiance of 800 W/m'. Ambient Temperature 20"C, Wind Speed 1 m/. • ' II { I 1 MECHANICAL DATA !':)+ GRGROU .DM HOLE Solarcells ^• iMonocrystolline156.156mm(6inc aes) yj 12-0RA° "Pu - C^e't�l�+ori�a.to'hon °60 cells 6 x 10 "' x a . �j sL. i'• •. 1 { `;� �. � a _ ' i � c ,i+.r ...r...a•,..• fv..A..••..� - ( ) r •,ri w - r �-•-iLC•_-. ��,w.G -'�a� - 1�rrrttt - �-3•j i Module dimensions 11650 • 992 • 35 mm (65.0 x 39.1 x 1.4 aches) - 1171 I.Weight:�18.61(6(41 Ib) r r• rt - • 992/39.1 - - ` .......; : '.• Glass 3.2 mm (0.13 inches).SHigh Transmission: AR Coated Tempered Glass - BACK VIEW - - , F* • .. ss�somonr 05White 6DA.08 (11): Black (DD05A.05 pp • _ " Frame { Black (DD05.08 pq, DDOSA.05 111)) ,. • LmnYgIB • 1 --+ 1-13ox i-� es IP65 orIP67rafe Y t �1 { v - r+ • • Photovoltaic Technology cable 4.0mrr' 10.006 inches'), Cables 1000mm (39.4 Inches) f Om° ConnectorUTX Amphenol ) a ; ;` L "#.. a �":,,_ re -a�s Lam. - __ Fire Type I Type I ort °35/1.38 TEMPERATURE RATINGS MAXIMUM RA`1NGS 1•V CURVES Of PV MODULE(285W) • rnoo B.BB B.BO r.m � euo sm 3 a,00 3 Bo zoo 'M 000 o W m w w w v°ftwWI Nominal Operating Cell - Operational Te nperature i -40-+85°C 2°C) Temperature (NOCT). 44°C(3 Maximum System Voltage. Temperature Coefficient of PMAx' r -20.39% - .www•... - .. Temperature Coefficient of Voc ) -0.29%/-C Max Series Fuse Rating ! 15A Temperature Coefficient of lsc i I WARRANTY I I i I � 10 year Product Workmanship Warranty 1 2525 yea�'�Linear Power Warranty , �.r_ ; yg. y, i r" , i.w IPleose refer to product womanly for details) CERTIFICATION 1 L I c us 9 t PACKAGING CONFIGURATION I i Modules per box: 30 pieces I: Cti eYCL6 iii; vr•--�,�rstnts -.- faxa.l I�• Modules per 40' container: 840 pieces' • COMPLUM co.n. ' CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCTI s • 1O j;y�ll�O�C9r JTogetherl . ® 2016 Trino Solar Limited. All rights reserved. Specifications included in this datasheet cre subject to change without notice. Smart Energy • Mono Multi Solutions THEALLMAZ'/' LUJ \\ , P ELL r. MONOCRYSTALLINE MOOULE . POWER OUTPUT RANGE `17 r 6 # `I' MAXIMUM EFFICIENCY ;k1 ``...,ter. •r. i .. 4 was Oil POSITIVE POWER "TOLERANCE - r , �•-- �.�'�'^�». +k_._..�.. ,:,sem ,... �' ' - As a leading global.mbnufacturer_ of nett generation.phofovoltgic;, i5roduCts we beheveclose' cooperation with our' portnets : Is'critical10 success. With i - - . presence around the, globe;.Trino is aide to provide exceptional service' to each customer in each market and supplement ourinnovofiive. reliable products with•: the bockind of Trina as 'Wong bankable partner: � We are committed „, '' ` to`buiidirigstrategic,'mvfeaUq 'beneficialcolldboratloniGrih �+ • installers'; developers, distributors and'otherpartners`os•the + backbone'of oui shared success in driving Srnort Energy Together. Irina Solar Umtted www.tri6asolor.com 4 Pmmsolar smirt Energy Together MODULE Maximize limited space with top -end efficiency • Up to 177 W/m2 power density i • 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 challenging environmental conditions • 2400 Pa wind load • 5400 Pa snow load •*35 mm hail stones at 97 km/h LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty • 25 Year Linear Power Warranty 6100% a AddiHonoi vols o vow }ham Trina Solar. s /lnecr wononty "1 u80% reors 5 10 15 20 25 13 Trinaslandard ?. hacr sr:•. -!:•7c 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 b. Ampacity adjustment for conduit fill Number of current -carrying conductors 16 conductors Conduit fill derate factor 0.45 c. Wire ampacity adjustment after derates THWN-2 (90"C) #IOAWG 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 OCPD used for roof circuits E. Svstem Electrical Calculations 15.4 15 1. System current PV circuit nominal current 18.2 amp Continuous current 125% PV circuit continous current rating 22.8 amp 2. System overcurrent protection device rating PV circuit continous current rating 22.8 amp Next standard size fuze/breaker'• 25 amp —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 2014 NEC Table 310.15(B)(3)(a)) 2014 NEC Table 310.15(B)(16)) (2014 NEC Article 705.60(B)) 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 amp' THWN-2 (75°C) #IOAWG Wire Max ampacity after derates Max OCPD used for interconnection F. Voltage Drop 30 2s '2014 NEC Table 310.15(B)(2)(a)) 2014 NEC Table 310.15(B)(3)(a)) 2014 NEC Table 310.15(B)(16)) ' 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 it in Circuit 1 7 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 #IOAWG copper) x (Total wire run) =10.56x0.00129x0=240x100 Total system voltage drop: G. AC point of interconnection Interconnection Method: Load Side Breaker Load center bulbar rating 125 amp Load center main disconnect rating 100 amp Isc - short circuit current 9.35 amp B. Inverter (micro) Quantity ENPHASE IQ6-60-2-US (U11741 listed) 19 Inverter Specs 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 Nominal voltage 240 volts Max. units per PV circuit 16 inverters Max. OCPD rating 20 amp C. System Configuration 1. Number of PV circuits Modules/Inverters in PV circuit 1 11 Modules/Inverters in PV circuit 2 8 2. Circuit max overcurrent protection ampacity Overcurrent protection PV circuit 1 10 Amps amp Overcurrent protection PV circuit 2 10 Amps amp (Noc x # of Panels in Circuit x 1.25) 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 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 (2014 NEC Article 705.60(B)) 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)) Photovoltaic Rooftop Solar System Permit Submittal Q Project Information: Project Name: Humberto Arroyo Medrano Project Address: 1003 Jackson St, Gridley, California 95948 A. System Description: The system consists of a 5.32 kW DC (4.37 kW AC) roof -mounted Photovoltaic power system operating in parallel with the utility grid. There are (19) TRINA TSM-280DDOSA.08(II) modules and (19) 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. 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 0 psf Wind speed 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 13. Method and type of weatherproofing roof penetrations: Comp Mount Flashings B. Mounting System Information: 1. Mounting system is an engineered product designed to mount PV modules 2. For manufactured mounting systems, following information applies: a. Mounting System Manufacturer: Mounting Systems Inc. (MSI) Vmpp - rated voltage per module b. Product Name: MSI Traditional Rails Voc - open circuit voltage c. Total weight of PV modules, Inverters, and rails: 981.7 pounds Impp - rated current d. Total number of attachment points: 26 e. Weight per attachment point: 37.76 pounds f. Maximum spacing between attachment points: • See attached MSI engineering specs g. Total surface area of PV array: 335.34 square feet h. Array Pounds per square foot: 2.93 pounds per square foot i. Distributed weight of PV array on roof: Roof Section A: (19 Modules, 26 Attachments) 37.76 pounds per attachment poir Q Electrical Components: A. Module Quantity TRINA TSM-280DDOSA.08(II) (UL3703listed) 19 Module Soecs Pmpp - maximum power at STC 280 watts Vmpp - rated voltage per module 31.7 volts Voc - open circuit voltage 39 volts Impp - rated current 8.84 amp yi • ION 4801 N UNIVERSITY AVE, #900 z_ PROVO, UT 84604 ` (888) 781-7074 o ' .. a. �'Aat!(aj�?[� rr",••!C��N4�� �'#':.��3. Y fib' - � _ - k � . , .. . ` ... W • 00 �.. y t o a s o. - � t .. y - _ f _ - a • .. O cn 0o1 o � i Tertnri.rtUss ;R • m .. � - . • . ,t � - - , - 1 ' U) Q MAP OF LOCATION. - . 7.o�. •, " LICENSED ELECTRICAL CONTRACTOR COMPANY: - ION DEVELOPER LLC • l - - , - . - ` ' - CLASSIFICATION: . - • ., • s, - .. . • CIO AUTff0WIED C0N7R CTCT�OR LICENSE NUMBER: /C�GUIrV"- + - - - 102702 ' EXPIRATION: - 5/31/2019 . SYSTEM SIZE: 5.32 kW DC ... • ,• • I •• - - . : . ,, � - � ._� 4.37 kW AC • 19 MODULES ` DATE: 9/14/2017 DRAWN BY: , ADDITIONAL OTES: SCOPE OF WORK: THE SYSTEM CONSISTS OF A 5.32 KW DC (4.37 KW AC) - -` ROOF -MOUNTED PHOTOVOLTAIC POWER SYSTEM OPERATING IN - • ' '•i •• � � � 0�1 ' PARALLEL WITH THE UTILITY GRID. THERE ARE (19) TRINA r = TSM-280DD05A.05.(II) MODULES AND (19) ENPHASE IQ6-60-2-US MICRO -INVERTERS, MOUNTED ON THE BACK OF EACH PV MODULE, CONNECTING TO THE UTILITY GRID THROUGH THE < 3Y1a�� r, • EXISTING MAIN LOAD CENTER. ELECTRICAL MODIFICATIONS - ' • c -• � -'• • •- - - - --y- • - • - _ WILL BE MADE TO THE MAIN LOAD CENTER. - - •-. _ _ INTERCONNECTION METHOD: LOAD SIDE BREAKER ' ... ROOF MATERIAL: COMP SHINGLE - SHEET:�o� VT�� 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). CIRCUIT 1 I E MAD N10N' 4801 N UNIVERSITY AVE, #900 PROVO, UT 84604 (888)781-7074 O O R V W LICENSED ELECTRICAL CONTRACTOR COMPANY: ION DEVELOPER LLC CLASSIFICATION: C 10 LICENSE NUMBER:III I coxrtu R: ' j4j�� 1027027 EXPIRATION: 5/31/2019 SYSTEM SIZE: 5.32 kW DC 4.37 kW AC 19 MODULES DATE: n/ i e /n n 1 -7 SHEET: SITE PLAN -PV 2.0 ION CA 4801 N UNIVERSITY AVE, #900 PROVO, UT 84604 (888)781-7074 Qw° LICENSED ELECTRICAL CONTRACTOR COMPANY: • - ION DEVELOPER LLC CLASSIFICATION: C 10 AV ORIZMCONfR =R: MSI ALPHA+ RAILS LICENSE NUMBER: MECHANICAL FASTENING/MOUNTING. 1027027 ' EXPIR REFER TO PAGE 5 FOR SECTION snvzol9 PV MODULES AND DETAIL & ATTACHMENT INFO. SYSTEM SIZE: 5.32 kW DC MICRO -INVERTERS. MICRO -INVERTERS HAVE 4.37 kW AC BUILT-IN RAPID SHUTDOWN IN 19 MODULES COMPLIANCE WITH CEC 690.12 DATE 9/14/2017. DRAWN BY: MW ADDITIONAL NOTES: r FIRE CODE OFFSET • 2" X 6" TRUSS SYSTEM 24" ROOF SECTION DATA SCALT oN CENTER S vl LL • CANTILEVERS WILL BE NO ' ROOF SECTION A B C D E F G H MORE THAN 24" MODULES 19 TILT 17 AZIMUTH 185 SOLAR ACCESS AVG. 99.00% ATTACHMENT POINTS WILL BE NO MORE THAN 6' APART, STAGGERED SHEET: ROOF PLAN PV 3.0 t ION CA 4801 N UNIVERSITY AVE, #900 PROVO, UT 84604 (888)781-7074 Qw° LICENSED ELECTRICAL CONTRACTOR COMPANY: • - ION DEVELOPER LLC CLASSIFICATION: C 10 AV ORIZMCONfR =R: MSI ALPHA+ RAILS LICENSE NUMBER: MECHANICAL FASTENING/MOUNTING. 1027027 ' EXPIR REFER TO PAGE 5 FOR SECTION snvzol9 PV MODULES AND DETAIL & ATTACHMENT INFO. SYSTEM SIZE: 5.32 kW DC MICRO -INVERTERS. MICRO -INVERTERS HAVE 4.37 kW AC BUILT-IN RAPID SHUTDOWN IN 19 MODULES COMPLIANCE WITH CEC 690.12 DATE 9/14/2017. DRAWN BY: MW ADDITIONAL NOTES: r FIRE CODE OFFSET • 2" X 6" TRUSS SYSTEM 24" ROOF SECTION DATA SCALT oN CENTER S vl LL • CANTILEVERS WILL BE NO ' ROOF SECTION A B C D E F G H MORE THAN 24" MODULES 19 TILT 17 AZIMUTH 185 SOLAR ACCESS AVG. 99.00% 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 FROM 2009 ASHRAE HANDBOOK - FUNDAMENTALS � A -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, o a, MOST SIMILAR TO INSTALLATION LOCATION MECHANICAL VENTS, OR BUILDING ROOF 0 v 2. • MINIMUM DESIGN TEMPERATURE BASED ON ASHRAE MINIMUM VENTS IN ACCORDANCE WITH CPC 901.1, CPC �. a MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION906, AND CMC 304. o MOST SIMILAR TO INSTALLATION LOCATION 9. CONNECTORS THAT ARE NOT READILY ~ .3. ALTERNATE POWER SOURCE PLACARD SHALL BE PERMANENTLY, ACCESSIBLE AND THAT ARE USED IN THE W 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 " PLACARD") DISCONNECT UNDER LOAD" OR "NOT FOR LICENSED ELECTRICAL CONTRACTOR COMPANY: 5. • ALL SOLAR MODULES, EQUIPMENT, AND METALLIC COMPONENTS CURRENT INTERRUPTING ION DEVELOPER LLC CLASSIFICATION:" C to - SHALL BE BONDED 10. THIS SYSTEM IS IN FULL COMPLIANCE WITH A IHORILED GOMRACfOR LICENSE NUMBER: I J EXPIRATION: 6. IF THE EXISTING MAIN SERVICE DOES NOT HAVE VERIFIABLE THE CALIFORNIA FIRE CODE FOR 5/31/2 Il/�/]/—/`y,•f sr�Ino19 - SYSTEM SIZE: 5.32 kW DC GROUNDING ELECTRODE, IT IS THE PV CONTRACTOR'S PHOTOVOLTAIC INSTALLATION AND ARTICLE 4.37 kW AC RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING 690 OF THE NATIONAL ELECTRIC CODE (NEC 19 MODULES ELECTRODE— NFPA 70) DATE: - 9/14/2017 7. EACH MODULE SHALL BE GROUNDED PER MANUFACTURER 11. BUILDING CONSTRUCTION TYPE: TYPE V DRAWN BY:. MW ADDITIONAL NOTES: " INSTRUCTIONS AND APPROVED METHODS- - 12. BUILDING OCCUPANCY TYPE: R3 + SHEET: LOCATION NOTES < TV 4.0 4801 N UNIVERSITY AVE, #900 PROVO, UT 84604 } (888)781-7074 O MODULE CLAMP PHOTOVOLTAIC MSI ALPHA+ RAIL 00, MODULE L -FOOT • . ECOFASTEN COMP ' SHINGLE MOUNT rte! FLASHING - 6" • r �,•''"'-r' LICENSED ELECTRICAL CONTRACTOR. (�( /) (1)5/16 - "Q� X 4" �;':�• COMPANY: _ ION DEVELOPER LLC' . _ 18-8 SS LAG SCREW. 2 1/2 MIN. EMBEDMENT —: �_..;:c':%''"' --' ' .%`'`"` ,W. -�--`°':�"' / / ' CLASSIFICATION: CIO LICENSE NUMBER: nvrxoxizeocorax•croa 1027027 EXP'>nno 9 . / SYSTEM SIZE: 5.32 kW DC 4.37 kW AC. PLYWOOD 19 MODULES i COMP DATE: 9/14/2017 SHINGLE DRAWN BY: ADDITIONAL NOTES: ROOF TILT(S): 17° RAFTER - - N " SHEET: MOUNTING PV 5.0 4801 N UNIVERSITY AVE, #900 PROVO, UT 84604 (888)781-7074. A THIS PV SYSTEM WILL HAVE:THE FOLLOWING MARKINGS: z 1 -- MATERIALS USED FOR MARKINGS WILL BE WEATHER RESISTANT. THE UNDERWRITERS LABORATORIES MARKING A AND LABELING SYSTEM 969-(UL969) WILL BE USED AS STANDARD TO DETERMINE WEATHER RATING. 00 2 -- :-MARKING STATING "CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED" WILL BE PLACED AT THE MAIN SERVICE z� O v . _ DISCONNECT. � ' "WARNING: 3 -- MARKING STATING PHOTOVOLTAIC POWER SOURCE" WILL BE PLACED ALONG DIRECT CURRENT CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, AND JUNCTION BOXES. _ W 4-- THE MARKING WILL BE MADE TO THE FOLLOWING SPECIFICATIONS: • RED BACKGROUND WHITE LETTERING ' . LICENSED ELECTRICAL CONTRACTOR COMPANY: • - MINIMUM 3/8" LETTER HEIGHT ' - ION DEVELOPER LLC CLASSIFICATION: -' _ • ALL CAPITAL LETTERS LICENSE NC10UMBER: 1'TIO 7 EXPI;`no:9 "un�o`uzeocorrrancroa: • ARIAL OR SIMILAR FONT, NON -BOLD SYSTEM SIZE: 5.32 kW Dc REFLECTIVE, WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT 4.37 kW Ac (DURABLE ADHESIVE' MATERIALS MAY MEET THIS REQUIREMENT) 19 MODULES DATE: 9i14i20177 7 5 -- MARKING WILL BE PLACED ON ALL INTERIOR AND EXTERIOR CONDUIT, RACEWAYS, ENCLOSURES, CABLE DRAWN BY: MW , ADDITIONAL NOTES: 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. SHEET: SYSTEM MARKINGS ' PV 6:0 THIS PV SYSTEM WILL HAVE THE FOLL • F - OWING MARKINGS: . PHOTOVOLTAIC - 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 UYV.DD kn) at kt;) LOCATED ON THE AC DISCONNECT AND ALL JUNCTION BOXES AT ARRAY L]yyI PHOTOVOLTAIC SYSTEMS AC SYSTEM SPECIFICATIONS SYSTEM SIZE: KW COMBINE60PERATTNG 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 LACED NEXT TO THE SOLAR PV BREAKER AND ON AC DISCONNECT VARNING: PHOTOVOLTAIC POWER SOURCI CRC R331.2 PLACED ALONG DIRECT CURRENT. C©NDUIT, RACEWAYS,. ENCLOSURES, CABLE ASSEMBLIES, AND JUNCTION BOXES WARNING: ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS r TERMINALS ON BOTH THE LINE AND. LOAD SIDE MAY BE ENERGIZE_ D IN THE OPEN POSITION. ION 4801 N UNIVERSITY AVE, #900 PROVO, UT 84604 (888)781-7074 - Z 0 00 L;bU byU.I / cit UEC 69U.54 'n PLACED ON OR ADJACENT TO THE AC DISCONNECT AND 0 O U - 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 rLA(x•L) UN ALL INVERTERS, JUNCTION BOXES AND SOLAR PV COMBINER' PANELBOARD WARNING: r 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 w LICENSED ELECTRICAL CONTRACTOR COMPANY: ION DEVELOPER LLC CLASSIFICATION: . C 10 AvnwatiED MNrnAAcrOR: LICENSE NUMBER: 1027027 TION I J EXPIRATION: Irl/QJ)/-�-y,.t 5/31/2019 SYSTEM SIZE: 5.32 kW DC 4.37 kW AC 19 MODULES DATE: 9/14/2017 DRAWN 9Yf IVfW 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(II) 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) 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 AC PHOTOVOLTAIC SYSTEM RATINGS MAX AC OPERATING CURRENT 18.24 AMPS MAX AC OPERATING VOLTAGE 240 VOLTS A ENPHASE ENGAGE CABLE (USE -2) PV CIRCUIT 1: 11 MODULES/PARALLEL 00 USE -2 / FREE AIR Go a� 12 M �-+ 2 0 B COMBINER • • PANEL VISIBLE LOCKABLE "KNIFE" A/C i O U 4 ENVOY IQ 125A/240V DISCONNECT 30A/240V .ti4 THWN-2 OR NM (ROMEX) (EGC/GEC) (DRAWS 0.22 AMPS) U ,'a. CEMT r 15 A 100 A 10 3 •ED== CD CD THWN-2 (EGC/GEC) GRIDLEY 1 PRODUCTION METER 15 A a/ 10A M 25 A .PV CIRCUIT 2: 8 MODULES/PARALLEL w JUNCTION BOX • • • LOCATED ON ROOF • _ «- C - _ _ < C C LICENSED ELECTRICAL CONTRACTORp COMPANY: • - GROUNDING WIRE ION DEVELOPER LLC CLASSIFICATION: " . • • • C 10 LICENSE NUMBER:AUrHORMW CONTRACTOR: EXISTING 240V/125A BUSBAR RATED 7ozION I LOAD -CENTER (NON -CENTER FED) PANEL. EXPIRATION: �L .- BREAKER WILL BE FURTHEST POSITION 5/31/2019 I��QL/pyA' SYSTEM SIZE: 5.32 kW DC AWAY FROM DISCONNECT. VPVMODULEWITH ADDITIONAL ROOFTOP DISCONNECT NOT REQUIRED. ENPHASE MICROINVERTER ' 4.371CW AC CABLE CONNECTORS MEET DISCONNECT MICRO -INVERTER ATTACHED. REQUIREMENTS. CEC 690.33 19 MODULESNVERT INVERTER COMPLIES WITH DATE: 9/114/2017 RAPID SHUTDOWN REQUIREMENTS } _ AS OUTLINED IN CEC 690.12. + DRAWN BY: .MW ADDITIONAL NOTES: _ AC PHOTOVOLTAIC SYSTEM RATINGS MAX AC OPERATING CURRENT 18.24 AMPS MAX AC OPERATING VOLTAGE 240 VOLTS *ROMEX WELL BE RAN THROUGH THE ATTIC WHERE POSSIBLE RACEWAY AND CONDUCTOR SCHEDULE TAG CONDUCTOR TYPE MINIMUM WIRE SIZE # OF CONDUCTORS RACEWAY / CABLE TYPE MINIMUM CONDUIT SIZE A ENPHASE ENGAGE CABLE (USE -2) 12 2 USE -2 / FREE AIR BARE COPPER (EGC/GEC) , 12 1N/A BARE / FREE AIR B THWN-2 OR NM (ROMEX) • 10 4 EMT / ROMEX • 3/4" ' THWN-2 OR NM (ROMEX) (EGC/GEC) . 8 1 . CEMT THWN-2 10 3 _ . 3%4" THWN-2 (EGC/GEC) g 1 1' -LINE EL 1.0 L. THE ENPHASE M250, M215 METAL PARTS OF PV MODULE FRAMES, GROUNDING COMPONENTS OR UL -2.703 (M215-60-2LL-SXX-IG), AND C250 FOURTH ELECTRICAL EQUIPMENT, AND LISTED MOUNTING HARDWARE. IN AN GENERATION MICROINVERTERS MEET THE CONDUCTOR ENCLOSURES SHALL BE ENPHASE MICROINVERTER SYSTEM, IF ,. 4801 N UNIVERSITY AVE, #900 PROVO, UT 4604 REQUIREMENTS OF THE NATIONAL PROVIDED WITH EQUIPMENT GROUNDING. THE MICROINVERTERS AND MODULES ELECTRICAL CODE ARTICLE 690.35 FOR 690.43(C) STRUCTURE AS EQUIPMENT ARE BONDED TO THE RACKING UNGROUNDED PHOTOVOLTAIC POWER GROUNDING CONDUCTOR ALLOWS FOR -ASSEMBLIES WITH ,THE USE OF LISTED 4 .SYSTEMS. NEC 690.35 ALLOWS FOR EQUIPMENT TO BE USED AS THE AND APPROVED GROUNDING CLIPS OR Q W PHOTOVOLTAIC POWER SYSTEMS TO BE EQUIPMENT GROUNDING CONDUCTOR IN. GROUNDING COMPONENTS, THE INSTALLED WITH UNGROUNDEDA PHOTOVOLTAIC SYSTEM. SPECIFICALLY, EQUIPMENT GROUNDING CONDUCTOR PHOTOVOLTAIC SOURCE AND OUTPUT .. "DEVICES LISTED AND IDENTIFIED FOR PROVIDED TO THE MICROINVERTERS . oo• O oQ • M p CIRCUITS. SYSTEMS THAT MEET THE GROUNDING.THE METALLIC FRAMES OF THROUGH THE ENPHASE ENGAGE CABLE w REQUIREMENTS OF NEC 690.35 ARE PV MODULES OR OTHER EQUIPMENT MAY ALSO BE USED TO GROUND THE GQ ' EXEMPT FROM THE SYSTEM GROUNDING SHALL BE PERMITTED TO BOND THE OTHER PHOTOVOLTAIC. SYSTEM - ... ,. REQUIREMENTS OF NEC 690.41 SYSTEM EXPOSED METAL SURFACES OR OTHER COMPONENTS. ' + GROUNDING. EQUIPMENT TO MOUNTING - LICENSED ELECTPJCAL CONTRACTOR COMPANY: ION DEVELOPER LLC CLASSIFICATION: C', LICENSE NUMBER: AU HDR1 EDCVNfy/AA�C%M�- EXPIRATION: 5/31/2019 2. NEC ARTICLE 690.43 EQUIPMENT SURFACES." THE DEVICES LISTED AND SYSTEM SIZE: 5.32 kW DC 4.37 kW AC 19 MODULES GROUNDING SPECIFIES THAT ALL IDENTIFIED FOR GROUNDING THE DATE: 9/14/2017 DRAWN BY: MW - EXPOSED NON -CURRENT -CARRYING. EQUIPMENT MAY BE STAND-ALONE - ADDITIONAL NOTES: SHEET: - ELECTRICAL NOTE EL 2.0 Perm it'No:'B17-2314 ,Assu'ed: 10/ 11/2017 .APN:-078=220-034 ` Address: 19 ROSITA WAY, OROVILLE Owner. NATHAN BISHOP'" Permitlype':. `SOLAR ROOF -RES "Description:*` 6.21 kw solar AL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING' Ins ection T e IVR INSP .DATE Electrical Final " 803 MechanicaliFinal' 809 Plumbing Final 813 Fire Sprinkler.Test or Final 702 Permit Final 802 Electrical Final " 803 MechanicaliFinal' 809 Plumbing Final 813 Fire Sprinkler.Test or Final 702 Al ,;,. Ins ection Type IVR INSP DATE Public Works Final 538.7681 Fire De artment/CDF 538.6226 .; Env. Health Final 538.7281 Sewer District Final *PROJECT FINAL \ u �b •� *Project Final is a Certificate of Occupancy for .(Reside ntial.Only) PERMITS'BECOMEaNULL AND VOID 1 YEAR FROM THE DATE OVISSUANCE. IF WORK HAS COMMENCED; YOU MAY: PAY FOR A I'YEAIR RENEWAL 30 DAYS PRIOR •1'O EXPIRATION - Butte Cowry Depaitin.ei-ti of Development Srrvice-S PEIRI'�'IIT CENTER 7 Couidy CenEer Drive, Oroville. CA 95955 train Phone j 530_9 5!&7601 I -am 1.530) 53};.e 5 tttaw_hulli�vltrrfh.nefkJ�; Declaration of Installation for Smoke Alarms and Carbon Monoxide Alarms I. lei}NCO DBI -01 The'nowly adopted 2013 California Residential Code requires the installation of Carbon Monoxide Detectors in dwelling units and in sleeping units within which fuer Naming 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 Diveiring 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 reouirements for Cartsoet. Monoxide Alarms 8315.1 Now construction, An approved carbon monoxide alarm shall be installed in dlareffing units and in sleeping units within which fuel-blsrr•tring appffances are installed and in dwelling units that have attached garages. R315a1.2,Power supply. For new oonsl.ruction 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 -cep. Alarm wiring shall be directly connected to the permanent (building wiring without a disconnecting switch other than as required for over - current protection_ ��� iprirsara: I . In �fe�.— irig Uilia_: °licit t e a ; i'lu conlillei-60 jvwer supply the 2a tk-i11 alit1>no.— We al will be Aely lxaueF�' lt�.leraled. ?. In i ii,t5u% tllf§t�_, Uilils a a alt n llafii17ut6dC :iI :3na y, E�i�iafnEd &o jY ,olel kuncfr• j: -x aiL �nlaeac Cepair, O n1wro-lions �di, nut re,Uh iu2 the re aaeseal of vull end cv iling finish -es or tihm, is no ace L --,s Elea meas of attic. Ihu mew or maw spate R315A.3 Interconnection. Where more than one carbon monoxide alarm is required to be initallett within the (telling unit or within a sleeping unit the alarm shall be interconnected in a ' manner thag. activation of one alarm shall activate &311 Of the alarms in the individual uniiL 1. h'Eet 0nnactibri is rtot r0gL&cM in axisfing dvjOing unif:s (()rhea+ tepa:ire d;i fes° result in rite removal: dr Walt grid itairab fif,i.shes, ihsre is no access by meah!3 b„ ,c rje, bas-Itmtnt lit eFayat snag, and ants ,wevinus method for nrrtcrctartneeli-an exi-qed. 8315.2 Wheire required in existing dwellings_ Where a permit. is required for :alteralons, repairs or additions exceeding one. thousand dollars ($1.000), exiisfing dwellings or steeping unfits that have attached garages or fuel -burning appliances shall be prcrviiiltd with a carbon monoxide alarm in amordance with Section 8315.1_ Carbon monoxide alarms shall only be required in the specific dwelling unit or sleeping unit for which the permit was obtained. 8315.2,6 Alarrn requirem nts,. No person shall install. market, disiri'bule. offer for sale or sell any carbon monoxide dm ice :in the State of C-alifainia unless the device and instructions have been approved and llisted by the Stale Fire, Marshal. Tian. 9 of E • Carbon Monoxide alarms required by Sections R.315A and R315.2 stall be installed in the following locations_ 1.. Outside of each separate dwelling unit steeping area in the immediate virinilyr of the bedroom (s). 2. On, every level of a di,ie:lling unit induding basements. 8315.1.5 Multip".urpose alararts: Carbon monoxide Warims carnbint with smoke a- larims shall comply mknh Section R315; all applicable standards; and requirements for -listing and approval by the Office of the State Fire Marshal, for :smoke alarms_ Bunte County's, Interpretation of 2013 CRCV, Sections. 394 & 395 tor - Smoke Alarms & Carbon Monoxide Alarms-. 'Where alterations, rgaaiirg or additions exce—edi.ng S LOW in :a7ualitnk existing. dwellings shall be retro itied: aith smoke alarrms and ihosw ghat have alfaciwd. earrages w fuel-hwnin_- appliances Aall have carbon ninso .ide almTi m in. alle-d. Existing smoke ala mi e, can be replaced with du211 function; alarms fw— Smo a and C ffbon N-log-soxide and in most cases will rcrrrpl %61h the.alhrementi'.oreead cods requirements DECLARATION OF IhISTALLA.TION'j NDER THE PENALTY OF PERJURY As Oraert ctantffa.ctia r, Lha affray: and declare arrrc9loQ the, penalty of perjury 4 under the laws of the. State. of Cali6arnia,, by our signatures below as. OwneT/Contractar, that. Cie MA111 comply prior to final inspection vA h, Items A & B as specified hareih A- Bosh OwaneffContrwaf have read and cleadyr understand; the: aforemenikm— d 2010 California Resident:iat Code (C -RC) Carbon, arra)dab-, rrmrequirements_ B.. Bosh OwnedConuarnai are, ffesp~onsible aor installing CWban Manoyirde Alarms prior to final inspection as per the aicrementioned Wtding,code and maintaining sum: installation. Srn&xe Alarms %%.411 also be installed prior io final inspecion as per the 2410 CRC— Smoke and Carbon Mbnardde afamis arra :trod,' ins!aZed in the folb ging bcations. DAme ':s nam fprintj: Chimers signature.: Date: 9 jZ 7 / i_ ? -- Carutrar or's name �(peintl: _ `z- W &btAl1 .0S B License.- -10-LI�t-i . Cc;ntrastor's stneAplre" Project Address - _ V0r_-sR. TAA_._ Permij: IOW:,e- 2 o w • Z -r rlawn�i�r� - rL DATE: 8/31/2017 .. • ,.. APPLICABLE CODES /NOTES:. THIS SOLAR PHOTOVOLTAIC SYSTEM SHALL BE INSTALLED IN ACCORDANCE �' ` *� ': x e sw {f� r _ r '� a € , .'' r >; WITH THE REQUIREMENTS SPECIFIED IN ARTICLE 6OF THE 2016 CEC'AND , - „;Y • t . �'Ar �. _ - 90 ; m - •�: ti _ ;.� - + ` j , `. f . w� ALL APPLICABLE BUILDING CODES. REFER TO PAGE 6)>_ " ` • '` "' k _ �` `° - = ' `�' '` f'` "t ` -f f i.i• • 1 _ - +`, .. _ V •i. - ._ !^ •- �� .. . 4- a .. ~i - �. ' .. �'. t j - w. .i° .. - J �° i • SYSTEM SPECIFICATIONS:', : • 19 ROSTIA.WAYt ' ' , ,� TABLE OF CONTENTS DRAWN BY: MODULE : CANADIAN SOLAR CS6K-270P (23 MODULES) _ _ OROVILLE,-CA 95966 - P,.1 --COVER SHEET I STRING - INVERTER: ENPHASE IQ6+ - CLIENT PHONE # P.2 V B H SITE PLAN AZIMUTHS) : 150° '. * N/A r P i 3 MODULE LAYOUT. REV. TILTS) 180 .. JURISDICTION: ' BUSBAR RATING: 125A • 4--' f* "- 380 ORANGE ST. P.4 MOUNTING DETAILS ` . CITY OF OROVILLE MAIN BREAKER: 100A ; ` CHICO, CA 95928 P.5 ELETRICAL SCHEMATIC ATTACHMENT TYPE: UNIRAC_PV COMP SHINGLE MOUNT _ .UTILITY: 6 r- 1(855)360 JoIN P: ELETRICAL NOTES ' - " LIC # 1021484 PG&E P.7 STICKER / PLACECARDS (E) DETACHED GARAGE 1 SITE PLAN PV2 SCALE 1 : 10 .. 19.ROSTIA WAY TABLE OF CONTENTS # OF MODULES: OROVILLE, CA 95966 P.1 COVER SHEET 23 (6.210 kW) AZIMUTH(S): CLIENT PHONE # P.2 SITE PLAN MODULE TYPE: 150° NSA P.3 MODULE LAYOUT 380 ORANGE ST. JURISDICTION: P.4 MOUNTING DETAILS CANADIAN SOLAR TILT(S): CHICO, CA 95928 CITY OF OROVILLE P.5 ELETRICAL SCHEMATIC _ CS6K-270P 18° 1(855)360 -JOIN UTILITY: P.6 ELETRICAL NOTES LIC #: 1021484 PG&E P.7 STICKER / PLACECARDS n (2) STRING(S) OF (11, 12) MECHANICAL FASTENING/ MOUNTING. REFER PAGE 4 FOR SECTION 1 MODULE PLAN : DETAIL & ATTACHMENT INFO. PV3 SCALE 1 : 10 - VERIFY ALL OBSTRUCTIONS IN THE FIELD 19 .ROSTIA WAY TABLE OF CONTENTS -VERIFY ALL DIMENSIONS IN THE FIELD. OROVILLE, CA 95966 P.1 COVER SHEET -WHERE INDICATED ON PLAN MIN. � - DIMENSIONS ARE REQUIRED PER THE CLIENT PHONE # P.2 SITE PLAN "SOLAR PV INSTALLATION GUIDELINE" N/A P.3 MODULE LAYOUT - PROVIDE RAIL SPLICES AS REQUIRED BY JURISDICTION: MANUFACTURE'S GUIDELINES iso ORANGE ST. P.4 MOUNTING DETAILS., -.PV MODULE CANNOT BE INSTALLED OVER,CHICO, CA 95928 CITY OF OROVILLE P.5 ELETRICAL SCHEMATIC OR BLOCK ATTIC VENTS, PLUMING VENTS, 3 FIRE CODE OFFEST 1(855)360 -JOIN UTILITY: P.6 ELETRICAL NOTES FURNACE OR WATER HEATER VENTS ETC. LIC #: 1021484 PG&E P.7 STICKER/ PLACECARDS c 'k 6' L 1/L IYl 11 r. L_IVI LJLL/ IVI LI r 1 )OD LOADING: ARRAY SELF WEIGHT: RAIL MAXIMUM ALLOWABLE SPANS PROVIDED'BY MODULE: 40.8 LB OVER 17.3 SF = 2.35 PSF. MANUFACTURER (SEE PAGE 3 FOR PROVIDED MOUNT SPACING) - RAIL: 0.54 PLF, (2) PER 64.5" MODULE = 0.2 PSF PER ASCE 7-10, SECTION 6.4.2.2 & FIG. 6-3 MISC: CLAMPS, HARDWARE, WIRING, ETC. = 0.2 PSF MAXIMUM UPLIFT: .6 D+W = 158 LB < 237 LB ARRAY SELF -WEIGHT = 2.75 PSF MAXIMUM DOWNFORCE: D+W = 218 LB < 237 LB MAX WEIGHT PER ANCHOR = 44.6 LB (FOR 4'-0" SPANS) 19 ROSTIA WAY TABLE OF CONTENTS WEATHER LOADING: RAILING: OROVILLE, CA 95966. P.1 COVER SHEET GROUND SNOW: 0 PSF UNIRAC • CLIENT PHONE # P.2 SITE PLAN WIND SPEED: 85 MPH MIRCORAIL N/A P.3 MODULE LAYOUT PV ARRAY: 2.75 PSF 380 ORANGE ST. JURISDICTION: PA MOUNTING DETAILS EXPOSURE CATEGORY:.B MOUNTING: CHICO, CA 95928 CITY OF OROVILLE P.5 ELETRICAL SCHEMATIC UNIRAC 1(855)360 -JOIN UTILITY: P.6 ELETRICAL NOTES MIRCORAIL MOUNTING LIC #: 1021484 PG&E P.7 STICKER/ PLACECARDS MANUFACTURERL APPROVED CANADIAN SOLAR MODEL CS6K-270P ELECTRICAL SPECIFICATIONS I'MAINELECLRICAL RATED POWER OUTPUT @ STC 270V OPEN CIRCUIT VOLTAGE (VoC) 39.26V MAX POWER VOLTAGE (Vmp) 31.3V SHORT CIRCUIT CURRENT (Isc) ,9.31A MAX POWER CURRENT (Imp) 8.80A Voc CORRECTION FACTOR (%/deg C) -0.31 % Vmp/Pmp CORRECTION FACTOR -0.41 %. INVERTER - UL APPROVED MANUFACTURER ENPHASE MODEL IQ 6+ ELECTRICAL SPECIFICATIONS RATED AC VOLTAGE 240V CEC EFFICIENCY 97.0% MAX POWER OUTPUT @'STC 29OW SYSTEM OVERVIEW # OF MODULES IN SERIES (CIRCUIT SIZE) 11,12 # OF MODULES IN PARALLEL (# CIRCUITS) 2 NUMBER OF MODULES PER INVERTER 1 ARRAY RATED DC POWER OUTPUT @ STC 6.210 kW ■ 5 MAX INPUT VOLTAGE 62V - .MAX INPUT CURRENT #6 CU AWG BARE WIRE (TYP) -15A BOUNDING MODULES &RAILS - MPPT VOLTAGE RANGE '- 211V - 264V MAX OUTPUT CURRENT _ OR WEEBS BONDING& - 1.17A GROUNDING WASHERS TO UTILITY GRID 120/240V (N) 30A 2 -POLE BREAKER SINGLE PHASE T MAIN RESIDENCE SHALL BE INSTALLED NOT CENTER FED PANEL OPPOSITE MAIN BREAKER BI-DIRECTIONAL UTILITY METER EATON 30A AC DISCONNECT J- BOX UNDER ARRAY SEALED TIGHT' NON-FUSED -NEMA TYPE3 MIN." TERMINATOR CAP ON LAST CABLE CONNECTOR OF AC ENVOY s XAM1-120M TRUNK CABLE (TYP) _ . COMBINER BOX 12 PANELS- BRANCH CIRCUIT #1 O 1=Ly t (=N MOUNTS AND EQUIPMENT ENCLOSURES GROUNDED " I TO MAIN PANEL GROUND COMPONENT CONNECTIONS WILL BE MADE WITH: (E) LIFER GND- (UNLESS OTHERWISE SPECIFIED) EXTERIOR 4" EMT AC CONDUIT OR INTERIOR ROMEX .10-3 (3) #10 CU THWN-2 • ( 4 (1) #8 CU GROUND . 900C WET & DRY BUSBAR RATING: 125A MAIN BREAKER: 100A ' # OF MODULES: 23 380 ORANGE ST.' SYSTEM SIZE: 6.210 kW CHICO, CA 95928 1(855)360 -JOIN LIC #: 1021484 ------ ------ I'MAINELECLRICAL PANEL CI � pp ��// J -BOX MICRO -INVERTER #1 MICRO -INVERTER #2. MICRO -INVERTER #11 MICR04NVERTER #12 MICRO INVERTER - (TYP.) . MICRO - INVERTER (TYP.) a �K av � ao;®� } s s s 11 PANELS- BRANCH CIRCUIT #2 MICRO -INVERTER TRUNK CABLE, 1 PHASE 900c, 600V, WET/DRY, WITH MICRO -INVERTER PRE-INSTALLED CONNECTORS OPEN AIR CONDUCTORS, NOT IN A CONDUIT BLACK -L1 RED-L2,WITH-NEUTRAL GREEN -GROUND UL1741, UL 746 C;F1,_IEC 60529 1 P6 (TYP) 0 EATON 30A AC DISCONNECT J- BOX UNDER ARRAY SEALED TIGHT' NON-FUSED -NEMA TYPE3 MIN." TERMINATOR CAP ON LAST CABLE CONNECTOR OF AC ENVOY s XAM1-120M TRUNK CABLE (TYP) _ . COMBINER BOX 12 PANELS- BRANCH CIRCUIT #1 O 1=Ly t (=N MOUNTS AND EQUIPMENT ENCLOSURES GROUNDED " I TO MAIN PANEL GROUND COMPONENT CONNECTIONS WILL BE MADE WITH: (E) LIFER GND- (UNLESS OTHERWISE SPECIFIED) EXTERIOR 4" EMT AC CONDUIT OR INTERIOR ROMEX .10-3 (3) #10 CU THWN-2 • ( 4 (1) #8 CU GROUND . 900C WET & DRY BUSBAR RATING: 125A MAIN BREAKER: 100A ' # OF MODULES: 23 380 ORANGE ST.' SYSTEM SIZE: 6.210 kW CHICO, CA 95928 1(855)360 -JOIN LIC #: 1021484 ------ ------ — ------ pp ��// J -BOX MICRO -INVERTER #1 MICRO -INVERTER #2. MICRO -INVERTER #11 MICR04NVERTER #12 MICRO INVERTER - (TYP.) . MICRO - INVERTER (TYP.) MICR04NVERTER#1 MICR04NVERTER#2 ` MICR04NVERTER#11 MICR04NVERTER#12 } s s s 11 PANELS- BRANCH CIRCUIT #2 MICRO -INVERTER TRUNK CABLE, 1 PHASE 900c, 600V, WET/DRY, WITH MICRO -INVERTER PRE-INSTALLED CONNECTORS OPEN AIR CONDUCTORS, NOT IN A CONDUIT BLACK -L1 RED-L2,WITH-NEUTRAL GREEN -GROUND UL1741, UL 746 C;F1,_IEC 60529 1 P6 (TYP) 19 ROSTIA WAY TABLE OF CONTENTS OROVILLE, CA 95966 P.1 COVER SHEET CLIENT PHONE # P:2 SITE PLAN N/A P.3 MODULE LAYOUT JURISDICTION: P.4 MOUNTING DETAILS CITY OF OROVILLE P.5 ELETRICAL SCHEMATIC UTILITY: P.6 ELETRICAL NOTES PG&E P.7 STICKER / PLACECARDS 7 - EACH MODULE TO BE GROUNDED USING THE SUPPLIED CONNECTION POINT - THIS SOLAR PHOTOVOLTAIC SYSTEM SHALL BE INSTALLED IN PER MANUFACTURE'S REQUIREMENTS. ALL SOLAR MODULES EQUIPMENT, AND ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN ARTICLE 690 THE METALLIC COMPONENTS ARE TO BE BONDED. IF THE EXISTING OF THE 2016 CEC AND ALL APPLICABLE BUILDING -CODES. 06 GROUNDING ELECTRODE SYSTEM CAN NOT BE VERIFIED OR IS ONLY METALLIC WATER PIPING, IT IS THE CONTRACTOR'S. RESPONSIBILITY TO INSTALL A -ACCESS TO THE ELECTRICAL WIRE SHALL BE RESTRICTED TO SUPPLEMENTAL GROUNDING ELECTRODE. QUALIFIED PERSONAL ONLY AS REQUIRED BY ARTICLE 690 OF THE 2016 CEC. ALL PLAGUES AND SINGAGE REQUIRED BY THE LATESTEDITION OF NATIONAL - ELECTRICAL CODE. REFER TO SHEET 7(STICKERS AND PLACECARDS).` LABEL - THE PHOTOVOLTAIC ARRAY(S) SHALL BE PROVIDED WITH DC SHALL BE METALLIC OR PLASTIC, ENGRAVED OR MACHINED PRINTED IN A GROUND -FAULT PROTECTION. (CEC 690.5) CONTRASTING COLOR TO THE PLAQUE. PLAQUE SHALL BE UV RESISTANT IF EXPOSED TO SUNLIGHT. = ALL CONDUCTORS SHALL BE TYPE 90 DEGREE C RATED. (CEC 690.318) DC CONDUCTORS SHALL BE RUN IN EMT AND/OR MC (METAL CALD CABLE) AND SHALL BE LABELED, "CAUTION DC CIRCUIT" OR EQUIV. EVERY 5 FT. ALL EXPOSED PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE TYPE USE -2 OR PV WIRE. (CEC 690.31 B) - EXPOSED NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT SHALL.BE GROUNDED IN ACCORDANCE WITH 250.134 OR 250.136 (A) - ALL CONDUCTORS SHALL BE TYPE 90 DEGREE C RATED (CEC 690.318) - CONFIRM LINE SIDE VOLTAGE AT ELECTRICAL UTILITY SERVICE PRIOR TO CONNECTING INVERTER. VERIFY SERVICE VOLTAGE IS WITHIN INVERTER -THE INSTALLATION OF EQUIPMENT AND ALL ASSOCIATED WIRING VOLTAGE OPERATIONAL RANGE. AND INTERCONNECTIONS SHALL BE PERFORMED ONLY BY QUALIFIED PERSONS (CEC 690.4) - OUTDOOR EQUIPMENT SHALL BE NEMA -3R RATED OR BETTER - ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT EXPANSION JOINTS AND ANCHOR CONDUIT RUNS AS REQUIRED PER NEC. - ALL WIRING MUST BE PROPERLY SUPPOTED BY DEVICES OR MECHANICAL , MEANS DESIGNED AND LISTED FOR SUCH USE, AND FOR ROOF -MOUNTED SYSTEMS, WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF OF THE ROOF SURFACE. NEC 110.2 -110.4/300.4 ' - ALL PV METERS TO BE WITHIN 5 FT OF ANOTHER. PV METERS TO BE INSTALLED CORRECTLY, SUPPLIED FROM THE TOP JAWS. - ALL ROOF PENETRATIONS MUST BE FLASHED. SIMPLY CAULKING DOES NOT SUFFICE. .19 ROSTIA WAY TABLE OF CONTENTS OROVILLE, CA 95966 P.1 COVER SHEET CLIENT PHONE # P.2 SITE PLAN N/A P.3 MODULE LAYOUT 380 ORANGE ST. JURISDICTION: PA MOUNTING DETAILS CHICO, CA 95928 CITY OF OROVILLE P.5 ELETRICAL SCHEMATIC 1(855)360 -JOIN UTILITY: P.6 ELETRICAL NOTES LIC #: 1021484 PG&E 0.7 STICKER / PLACECARDS w I 11 WARNING: ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDE MY BE ENERGIZED IN THE OPEN POSITION PLACED ON OR ADJACENT TO THE DISCONNECTING MEANS 4" 0 1,t PLACED ON OR ADJACENT TO THE DISCONNECTING MEANS 4" I I WARNING -� MAIN PHOTOVOLTAIC ELECTRIC SHOCK HAZARD IF GROUN5 E a FAULT 1411 ON 0 1 1 Y_ LOCATED ON 'THE AC DISCONNECT �o D D D D y" 4.5" PLACED ON THE INVERTER, OR PLACED , NEAR TI IE GROUND=FAULT INDICATOR ; AT A VISIBLE LOCATION 411 DC PHOTOVOLTAl@ LOCATED ON THE DC DISCONNECT PORTION OF THE.INVERTER PLACED NEXT TO THE SOLAR BREAKER 5.7" LOA"ITI�1111`15vl_lLAR CIRCUIT 1" li- 95" 211 it r e r cr •. i 2",won LOCATED ON MAIN SERVICE PANEL • , �u - - ,� `NOTE: STICKERS ARE WHITE LETTERS ON RED BACKGROUND .• :° �' F o ' C a Mam 19 ROSTIA WAY - TABLE OF CONTENTS - OROVILLE, CA 95966 P.1 COVER SHEET CLIENT PHONE # P.2 __ SITE PLAN r STICKERS AND PLACECARDS - - P.3 MODULE LAYOUT _ 380 ORANGE ST. - JURISDICTION: PA MOUNTING DETAILS CHICO, CA 95928 ` r CITY OF OROVILLE : P.5 ELETRICAL SCHEMATIC UTILITY: . 1(855)360 -JOIN - -; P.6 ELETRICAL NOTES - LIC #: 1021484 PG&E P.7 STICKER / PLACECARDS Butte County Department of Development Services PERMIT CENTER 7.County Center Drive, Oroville, CA 95965 urs.,,,:ewras Main Piione (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 Cal fornia 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 Ne' w' construction: An approved carbon,monoxide alarm shall be installed in dwelling units and in sleeping units within which fuel-buming appliances are installed and in dwelling units that have attached garages. 8315.1.2 Power supply: For new construction required carbon monoxide alarms shall receive theirprimary 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 direcdy connected to the permanent building wiring without a disconnecting switch other than as required for over - current protection. Exceptions:. 1. 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 tfie.dwelling unifor within a sleeping unit the alarm shall be interoonnected 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 r.Pilinn finishac ,tlip ' is nn nrr.Psc hv''mPnnc of attic hncnmont nr 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.iprovided wi-h 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,ermit was obtained: �R315.2 6,-Alarm'r,equirements: No person ishall install,`•market; distribute; offer For sale or sell any carbon monoxide device in the State of California unless the device and`inst uctions 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 vicinityof the ' bedroom(s). r j 2. On every level of a dwelling'unit including basements.; R315.1.5 Multiple -purpose alarms: Carbon• monoxide alarms combined'with smoke alarms :shall complywith Section: R315, all applicable standards, and requirements for listing and ' ,• ° � '. ,. approval by the Office of the State Fire Marshal, for smoke alarms-.- larms: Butte 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 f retrofitted with smoke alarms 'and'those"ttiat hale attached garages or fuel-burningayyliances shall have t 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'aMrim and declare under the penalty of perjury, under the laws of the State of California, by our signatures below as Owner/Contractor, that Uwe 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, " . m also be installed prior to final inspection as per,the 2010 iristallaiionSoke Alarms RC.:•'C ' -. -will :.' • • S oke and Cqrbon Monoxide c1larms are now installed in te following locations: 'r Owner's name (print): ' ' Owner's signature: Date: ! r Contractor's name (print): B icense: I Contractor,s.signature: - .Date:. O Z 7 Projecf'Address:Permit #: - ZZ i . _ Page 2 of 2 Revised 7.20.2015 ,z`'.