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Home My WebLink AboutB17-2675 000-000-000U:S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: R GORRILL RANCH ENTERPRISES A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 7935 MIDWAY City State ZIP Code DURHAM California 95938 A3. Property Description (Lot and.Block Numbers, Tax Parcel Number, Legal Description, etc.) AP# 038-200-014 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) SOLAR A5. Latitude/Longitude: Lat. 39`35'32" Long. 121"46'56" -Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number A8. For a building with a crawlspace or, enclosure(s): a) Square footage of crawlspace or enclosure(s) sq ft b) -Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above grade (jadjacent c) Total net area of flood openings in A8.b sq in PERMIT # d Engineered flood openings? BUTTE COUNTY DEVELOPMENT SERVICES 9❑Yes . ❑ No REVIEWED FOR YIECCOMPLIANCE A9. For a building with an attached garage: DATE__ BY --- a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached gavage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes. ❑ No .SECTION B— FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3.. State 060017 BUTTE California B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8., Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 06007CO735E E 01/06/2011 01106/2011 A 131 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69: ❑ FIS Profile E] FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 x❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ' ❑ OPA FEMA Form_ 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 Lam- ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 7935 MIDWAY City State ZIP Code Company NAIC Number DURHAM California 95938 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑x Construction Drawings* ❑ Building Under Construction* [—].Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: NGS V-17 Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) ❑x feet ❑ meters b) Top of the next higher floor ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) ❑x feet ❑ meters d) Attached garage (top of slab) ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 131 0 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 127.4 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 127 5 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including ❑x feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number JOSEPH F DOMINICK, 111 LS 5110 Title SURVEYOR i Place �� p; Company Name DOMINICK'S - CIVIL ENGINEERING AND SURVEYING } Seal = I Lt9110 Address PO BOX 1216 - 406 PINE STREET GF f gL1F0��\P City State ZIP Code RED BLUFF California 96080 _ — Sign re Date Telephone 05/24/2017 (530) 529-3560 py . I pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. C ments (including type of equipment and location, per C2(e), if applicable) FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30. 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 7935 MIDWAY City State ZIP Code Company NAIC Number DURHAM California 95938 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, ` enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor.(elevation C2.b in, the diagrams) of the building is ❑ feet E] -meters ❑ above or ❑ below the HAG. E3. Attached garage to of slab is 9 9 (top ) El feet ❑meters EI above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B,'and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name JOSEPH F DOMINICK, III Address City State ZIP Code PO BOX 1216 RED BLUFF California 96080 Signatur Date Telephone 05/24/2017 (530) 529-3560 Comm is ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 7935 MIDWAY City State ZIP Code Company NAIC Number DURHAM California 95938 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑. meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 xvwn.nw nx..uwwa.a„yry...am.aa,��„eRcv�„ - .. 4. � �, • •_ '. • •. '°° - •• .See �, Inset f .•. • _ , {'`I Proposed Solar Array Location �✓ ; PERMIT #. l —0 `� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COMPLIANCE 1CODE DATE- BY R -6V '. Remove vegetation and debris from under F . and away. from structure. Maintain plearance'for a fire'safe environment. I `+` \ s, KEEP CALIFORNIA GREEN I , PREVENT WILDFIRES -IN BUTTE -COUNT _yIv xvwn.nw nx..uwwa.a„yry...am.aa,��„eRcv�„ - .. I �, xw�n��wsd,n�.n roKnumio.uu_w�.�w,�u�ay mvxou nirs�a� s � . Product data sheet H365R Characteristics ; SWITCH FUSIBLE HD 600V 400A 3P NEMA 3R ` Product availability : Stock - Normally stocked in distribution facility aRGrrmewisuri' by , • - - Price*: 5532.00 USD BUTTE • COUNTY, ' NOV 2 7 2017 DEVELOP.9ENT SERVICES o r ' • •- � . .0 .Main . �' Product or component type ', `. Single Throw Safety Switch ' i Line Rated Current 400 A 9 Product certifications UL listed m NEMA degree of protection NEMA 3R galvannealed steel Device composition None a Q Disconnector device type ,, - Fusible disconnect m s Short-circuit current 10 kA H or K _ r " 200 kA R, J or L Device mounting Surface ' Number of poles , 3 s € Electrical connection Lugs m a Series name Heavy duty m System Voltage 600 V AC/DC _ • m a AWG gauge AWG 1/0...750 kcmil (copper or aluminium) s Ordering and shipping details L 9 s` Category 00054 - HBHU SW,NEMA3R,400-1200A m Discount Schedule DE1 F - GTIN • 00785901451877' 4 Nbr. of units in pkg. 1 m _ Package weight(Lbs) 181 0 ' Returnability , - _ Y .+ N _ Country of origin - Us o .2 Offer Sustainability ;; Sustainable offer status Green Premium product o RoHS (date code: YYWW) ._ Compliant - since 1425 - Schneider Electric declaration of conformity E N -- - Nov 22, 2017 - - , Pschneider Electric declaration of conformity REACh Reference not containing SVHC above the threshold Reference not containing SVHC above the threshold Product environmental profile Available Contractual warranty Warranty period 18 months 'v F " Z`. i Z`. Ldp is On Sd..reider, DEieci.�., a 600 Vol Single Throw Fusible Switches Heavy Duty Safety Swi;xhes "!} by Schneider EIe-1c Class 3110 /Refer to Catalog 310OCT0901 schnelder-electric.us - 600 Volt—Single Throw Fusible Table 3.14: 600 Volt—Single Throw Fusible . - s e Accessories: see page 3-13 Dimensions: NEMA 1 and 3R, see page 3-19 Dimensions: NEMA 4,4X and 5 Stainless and NEMA 12, see page 3.20 Class H, R, J, and L Fuse Provisions: Class H or K Fuse Provisions: Fusible Square D 30--600 A heavy duty safety switches accept Class H or K fuse: as' standard. With Class H or K fuses installed, the switch is UL Listed for use on systems with up to 10 kA available fault current. Class R Fuse Provisions: Fusible Square D 30-600 A heavy duty safety switches will accept Class IR fuses as standard. A field -installed rejection kit is available which, when installed, rejects all but Class R fuses: With the ins-allation of the rejection kit and Class R fuses, the switch is UL Listed for use on systems with up to 200 kA available fault c.frrnt. 'See Class R Fuse Kits, page 3-14. Class J Fuse Provisions: Provisions for installing Class J fuses are included in 30-400 A 600 Volt, and 100-400 A :40 Volt, fusible heavy duty safety switches: Conversion to Class J fuse spacing requires relocating the load side fuse case assembly from the standard Class H fuse location to an alternate position as marked in the enclosure. With Class J fuses installed, the switch is UL Listed for use on systems with up to 200 kA available fault current. Switches rated 600 F„ NO Class R Fuse or 600 Volt, require the addition of an adapter kit, H600J. One kit per 3P switch. Class L Fuse Provisions: Fusible 800 A and 1200 A safety switches use Class L bolt -in fuses and are rated for use on systems with up to 200 kA at 600 Vac maximum. 1200 A switches accept class L fuses from 601-12Ci0 A, 800 A switches accept class L fuses from 601-800 A. , 1101 For Rainproof Bolt -On Hubs and Watertight Hubs see Hubs, page 3-13. [111 Complete rating is NEMA 3, 3R, 4, 4X, 5 and 12.. 1121 See Table 3.18 316 Grade Stainless Steel 3 Pole 600 Vac. 600 Vdc, page 3-10. [131 Also suitable for NEMA 3R application by removing drain sue. from bottom endwall. - 1141 For switching dc, use two outside switching poles. [151 For comer grounded delta systems, use switching poles for ungrounded conductors. See data bulletin 2700DS0202 for additional information. [161 Suitable for NEMA 5 applications with drain screw installed. [171 60 A switch with 30 A fuse spacing and clips. Must use 60 A enclosure accessories including electrical interlocks. _ 1181 Not suitable for use as service equipment. - O 2016 Schneider Electric - 3-7 All Rights Reserved . 3/24/2016 ' s 30 60 100for 200 _ r Use three -wire devices two -wire applications — - — — — — — — — 400 14265 H265R H265DS — H265AWK • 100 1151 250 1151 _ .;0 50 b} a) 600 . 14266 - H266R H2660S H266AWK 150 [151 400 .[15] — — .:0 50 800 H267 - H267R[16] — H267AWK. — — — — — 50 1200 H268 - H268R [161 H268AWK — _ — — 50 3•Wire 3 Bladas. an useholdere OO Vae • 800 Vdc . — • v _ + gib' " 30 H361 H361RB H361DS H361A H361AWK 5 15 7-1/2 20, 5 15 30 H361-2 ' [161 [171. H3612RB[171 — H361 -2A 117] H3612AWK [171 5 15 7.1/2 20 — 15 60 H362 H362RB H3620S H362A • H362AWK 15 30 15 50 — ' 30 f Y 4 100 H363 H363RB H363DS H363A -H363AWK 25 60 30' 100 — 50 200 - H364 H364RB H3640S H364A H364AWK so 125 60 150 -0 50 400 H365 H365R H365DS — H365AWK 100 250 125 350 ..0 50 600 'H366 H366R H366DS — H366AWK 150 400 200 500 .0 50 800 H367 H36 RRI161 H367AWK 200 Soo 250 500 — 50 - 1200 H368 H368R [161 H368AWK 200 Soo - 250 500 — 50 4= re.3 Blades.and.Fdsehdfde ,1 Neutral 00 Vac, 600 Vdc ' - ` - ' - ° : '� ' '• '" ' - 30 60 100 H361N H362N H363N H361NRB H362NR6 H363NR6 use three -wire devices, See Field -Installed Neutral Assemblies, page 3-15 5 15 25 15 30 - 60 7-1/2 15 30 20 50 75 — — — 15 30 50 qqq 200 H364N H364NRB H364NDS H364NA H364NAWK 50 125 60 150 =0 50 d (`� 400 H365N H365NR H365NDS - - H365NAWK 100 250 125 t 350 i0 50 SbyS 600 H366N • H366NR _ H366NDS H366NAWK 150 500 :0 50 800 H367N H367NR - [1611200 H367NAWK 200 250 500 — 50 H368N H368NR [161re — H368NAWK 200 A400200 250 500 — 50 4:8lades en Fweholdem _O Vac; 600 Vdo rA ,- _ - .c. + ' ` ' ' 2 20 20 30 14461 H461 DS — 'H461AWK 7-1/2 -10 25 5 15 60 H462 — H462DS — H462AWK 1520 1 50 10 30 f Y 100 H463 — H463DS H463AWK 25 60 30 1 75 to 30 200 SOS AWK so 125; 60 1 150 10 50 400 H 6 — H465AWK 100 250 125 I. 350 io SO - 600 H466 — — 1S0 1 ..400 200 500 i0 50 16' -Wim it. Blades and rot am at 18' - - -• ... ,`.. ...._ '., •, ..... ':^•.. ... ,30,:• ^- •30 •:.1*30 430•- V. r 100 - H663DS H663AWK 25 60 30 75 — ' ca b 200 - _ - H664DS H664AWK For applications requiring motor disconnect capability, seeEle�trical Interb* Kits. page 3-14 Accessories: see page 3-13 Dimensions: NEMA 1 and 3R, see page 3-19 Dimensions: NEMA 4,4X and 5 Stainless and NEMA 12, see page 3.20 Class H, R, J, and L Fuse Provisions: Class H or K Fuse Provisions: Fusible Square D 30--600 A heavy duty safety switches accept Class H or K fuse: as' standard. With Class H or K fuses installed, the switch is UL Listed for use on systems with up to 10 kA available fault current. Class R Fuse Provisions: Fusible Square D 30-600 A heavy duty safety switches will accept Class IR fuses as standard. A field -installed rejection kit is available which, when installed, rejects all but Class R fuses: With the ins-allation of the rejection kit and Class R fuses, the switch is UL Listed for use on systems with up to 200 kA available fault c.frrnt. 'See Class R Fuse Kits, page 3-14. Class J Fuse Provisions: Provisions for installing Class J fuses are included in 30-400 A 600 Volt, and 100-400 A :40 Volt, fusible heavy duty safety switches: Conversion to Class J fuse spacing requires relocating the load side fuse case assembly from the standard Class H fuse location to an alternate position as marked in the enclosure. With Class J fuses installed, the switch is UL Listed for use on systems with up to 200 kA available fault current. Switches rated 600 F„ NO Class R Fuse or 600 Volt, require the addition of an adapter kit, H600J. One kit per 3P switch. Class L Fuse Provisions: Fusible 800 A and 1200 A safety switches use Class L bolt -in fuses and are rated for use on systems with up to 200 kA at 600 Vac maximum. 1200 A switches accept class L fuses from 601-12Ci0 A, 800 A switches accept class L fuses from 601-800 A. , 1101 For Rainproof Bolt -On Hubs and Watertight Hubs see Hubs, page 3-13. [111 Complete rating is NEMA 3, 3R, 4, 4X, 5 and 12.. 1121 See Table 3.18 316 Grade Stainless Steel 3 Pole 600 Vac. 600 Vdc, page 3-10. [131 Also suitable for NEMA 3R application by removing drain sue. from bottom endwall. - 1141 For switching dc, use two outside switching poles. [151 For comer grounded delta systems, use switching poles for ungrounded conductors. See data bulletin 2700DS0202 for additional information. [161 Suitable for NEMA 5 applications with drain screw installed. [171 60 A switch with 30 A fuse spacing and clips. Must use 60 A enclosure accessories including electrical interlocks. _ 1181 Not suitable for use as service equipment. - O 2016 Schneider Electric - 3-7 All Rights Reserved . 3/24/2016 ' s Northbrook. IOinofs • (847) 272-8800 Melville, New York • (631) 271-6200 Santa para, California • (408) 985-2400 Research Triangle Park, North Carolina • (919) 549-1400 Vl Underwriters Laboratories Inc.0 Camas, Washington- (360) 817-5500 CERTIFICATE OF COMPLIANCE CERTIFICATE NUMBER 080301=E154828 ISSUE DATE:. March 8, 2001 Page 1 of 3 Issued to: -Square D Company 1501 South University Blvd. Middletown, OH. 45044 Report Reference: El 54828, February. 5, 1985 This is to Certify that representative samples of: Enclosed Switches, catalog numbers H (fused) and HU (unfused), -225, -265; -325,-365,-425,-465,-226,-266,-326,-366j 426,466, with or without suffix letters. Have been investigated by Underwriters Laboratories Inc.® in accordance with the Standard(s) indicated on this Certificate. ; Standard(s) for Safety: UL 98, Enclosed Switches Additional Information: See Addendum e, Only those products bearing the UL Listing Mark should be considered as being covered by UL's Listing and Follow -Up Service. . The UL Listing Mark generally indudes the following elements: the symbol UL in a circle: O with the word 'LISTED"; a control number (may be alphanumeric) assigned by UL; and the product category name (product identifier) as indicated in the appropriate UI. Directory. p O e Engineer ----i!��t_ Review Engineer: Tom Ski *ei! a Underwriters Laboratories Inc. Underwriters Laboratories Inc. Anot-for-profit organization dedicated to public safety and committed to quality service Northbrook Illinois • (847) 272-8800 Melville. New York • (831) 271200 Santa Clara, California • (408) 985-2400 Research Triangle Park, North Carnfina • (919) 549-14M �L Underwriters Laboratories Inc.o _ Carnas,Washington '(360) 8t7-6500 CERTIFICATE OF COMPLIANCE - ADDENDUM CERTIFICATE NUMBER 080301-E154828 Page 2 of 3 ISSUE DATE: March'8, 2001 This is to verify that representative samples of the product as specified on this certificate were tested according to the current UL requirements. Ratings:' Curent: 400A and 600A Voltage: 600Vac, 250Vdc, maximum Short Circuit: When used with class R or J fuses, fused switches are suitable for use on circuits capable of delivering not'more than 200,000 rms sym. amperes. r When protected by class R fuses rated,(400A or 600A), unfused switches are suitable for use on circuits capable of delivering not more than 200,000 rms sym. amperes. When protected by other than class R fuses rated (continuous current rating of switch), unfused switches are suitable for use on circuits capable of delivering not more than 10,000 rms sym. amperes. BUTTE COUNTY NOV 2 7 2017 DEVELM'.MENT SERVICES Engineer:,-.(� Review Engineer: Tom Skiibbls/ *Hidaka Underwriters Laboratories Inc. Underwriters Laboratories Inc. A rot -for-profit organization dedicated to public safety and committed to quality service k fi i Northbrook, iu;nois - (847) 272800 Melville. New York - (631) 271-6200 Santa Clara,"California - (408) 985-2400 Research Triangle Park Nudh Carolina • (919) 549--1400 �l Underwriters Laboratories Inc.@ Camas, Washington -(360) W-5500 CERTIFICATE OF COMPLIANCE ADDENDUM CERTIFICATE NUMBER: 080301-E154828 Page 30f 3 'ISSUE DATE: March 8, 2001 Rhino (1 inriiratM._a M%Mhnnm up r'atiftal Engineer:--t,�� ` Tom Sklbbs Underwriters Laboratories Inc. Review Engineer: *.d, 4 riters Laboratories Inc. A not-for-profit organization dedicated to public safety and { con -,mined :o quality service BiJTTE. COUNTY NOV 27 2017 DEVEL(V\,J1_NT SERV[( ES ........ ............................ _._......_..----....__._._...__ ....... ns, Enter keyword or item k INDUSTRIES '......... . .................................... ................ .............. _.... _...; HOME PRODUCTS RESOURCES ABOUT NSi CONTACT US CROSS-REFERENCE SALES REP LOCATOR Home / Products / Connector Bloks' and Terminal Bloks" Single, Primary, and Multiple Connector Blocks / Connector Blok Large z Connector Blok Large Mouse over image for enlarged view Zoom Share Part # AL -R2 -R2 (2) 500 MCM -6 AWG Primary (2) 500-6 Secondary. Power DiSTRibution Block In Stock BUTTE COUNTY NOV 2 7 2017 DEVELOPMENT SERVWES Product lnfom)aL!on . Documents TQ tJ t_— � �-1l J T'% e%'F1 TEu1 Vt] 1 DIQdE jA7ui}i Type: `. Splicer/Reducer ' Wire Size: (2) 500 MCM-4 AWG(Line) - (2) 500 MCM-4 AWG(Load) Amperage Rating: 760 Amps Per Pole Size: L=5.50 - H=3.25 - W=2.90 Voltage Rating: 600 V Application: Terminate, Splice, Tap.Power Connectors Colo: ........:....................... _... _ ..I ... ....._.._....... ..... ... ,....... .,... ... ...... ....... .... ,..... ,..... Black ... ...... .. _....... ...... .... .... .... ................ ..... ... ..... ......... ............... ............. ... .... ....... ..... ..................... ......... ...... ..... .,.,... .,........... ..... ... ...... ........._..._....... ,....... .................. _....... - .._ .._..._ . Material: Aluminum body -Glass Filled Polyester Base Mounting: 2 Mounting Holes Number Of Terminals: 4 Standard: Recognized to UL1059 Related Products ................_.................................................... _ SureCrimp® Copper Compression Lugs ,LS�r® Long Barrel - 2 Hole, w/o Sight Hole NEBs3 TESTED BY r^nrillHtnr R9nna- RAAlrrmil - ZMlrPm;1 7ELOORDIA Compliant LISTED Catal Nu CLND- MWW CLND- CLND- CLND- CLND{ CLND- CLND- CLND- :! l LNO' CLND- `CL•ND CLND- ' • ,L 4_�t, CLND CLND- . i CLND CLND- Stud Stud Dimensions Die og Wire Ah Expanded' Bok Hole Hole Color Die Numb r` � Size TYPE Features Benefits • Manufactured from high strength seamless copper tubing • Offers maximum conductivity and excellent crimping characteristics • Electro -Tin plated CLND • Provides low contact resistance • Chamfered entry • For easy conductor insertion - • Calor coded • Identifies the proper compression die • UL 486A/B 90' Listed and CSA Certified for 600 volts • Ensures reliability • Maybe used for high voltsge applications up to 35KV • Proper high voltage spacing and insulation techniques must be used • Reduces • UL Listed and CSA Certified with ILSCO and major com- inventory requirements Petitoi s compression tools • UL467 Listed 110 AWG - 8 AWG • For grounding and bonding applications A 11 -B--� 300kcmil t150�G H FLEX r MOOR` nnES3 r- NOW � c 1 ANTS T REQS)`R6M =White Catal Nu CLND- MWW CLND- CLND- CLND- CLND{ CLND- CLND- CLND- :! l LNO' CLND- `CL•ND CLND- ' • ,L 4_�t, CLND CLND- . i CLND CLND- Stud Stud Dimensions Die og Wire Ah Expanded' Bok Hole Hole Color Die Numb r` � Size Wire Size Wire Range Size Dia.. Spacing Code Index O.D. A B C D G 3 300kcmil t150�G H FLEX r MOOR` 3 b.406 r 1.000 1.937 2:000 452'1.189 0.4140 =White 166 0812 :� _ 2J0 AWG i h;1 300-12-134 300kcmil . 250 G,H FLEX 300kcmil - 210 AWG 112 0.562 1150 3.000 2.000 5.587 1.189 0.546 White 1-66 0.812 35014 34 350kcmil 250 I K M FLEX 3501 mil L`�` `3/0 h/4 0281 0.:7� riMOMa 4 0 }129 30 Red � L71 - '4 2622 DLO' AWG 1,437, 40.890, 350 516134 350kcmil 250 I,K,M FLEX 262.2 DLO 350kcmil - 310 AWG 5116 0.343 1.750 2.500 2.000 5.123 1.291 0.352 Red 171 0.890 350 3S 1 350 ;2501,K,M FLEX; 262.2 DLO'r 350kcmil =d 3!0 AWG ' ,, ;0.406 1:0003 x1.937 2 460 ?1.291 40.414 Red 171 .q 0.890 ,kim 2k& 35012114 350kcmil 250 1,K,M FLEX 262.2 DLO 350kcmil 310 AWG 112 .0.562 1.250 2.500 2.000 5.123 1.291 0.546 Red 1-71 0.890 350;12-134" •. 350kcmil1/2 250E- I K M FLEX;: }262.2 DLO 350kcmil - 310AWG,�,< 'NR3 d« 0.5" 0.406 k1.150� 1.000 Y , ,3.000 , 1.937 i '2.000 y 2.125 5 623;-• 4.729 T�1�T9t �' 1.365 0 0.414 Red Blue 11,1 1-76 0890 0.937 400-38-1 400kcmil 300 G,H,I,K M FLEX 400kcmil - 318 313.1 DLO 410 AWG 400.38.116' •400kcmill *300 G H1 K IVI FLEX t X400 mck mck i 3/8 + 40.4061 '°' 11062 , .k 1:931x A "'' 2125*. 412 ,1.365 0:4140, Blue; 176 0937 3131.DL 1410AWG; ti t»,t<!'t�i!614?l Sac- epi. v4sxs 400.12.134 400kcmil 300 G,H,I,K,M FLEX 313.1 DLO 400kcmil - 410 AWG 112 0.562 •1.750 3.000 2.125 5.792 1.365 0.546 Blue 1-76 . ,• 0.937 X00=143Q au7r'J� 500k`cm 4350 G H 1 K N14FLEX d -500kCqul 1;1/4, j0:281 + 0150r 1431;' 2250 4 419 X1535-0 X0,310 BrOWn 181` 1062 w ws� * 3131 A350 .-�,. t*'• 500.38-1 500kcmil G,H,I,K,M FLEX • 500kcmil - 318 70.406 1.000 1.937 2.250 4.919 1.535 0.414 Brown 1-87 1.062 , 373.7 DLO 250kcmil - Wi271 1. 50012114 500 r 500kcmil T350 G H I K M FLEX `500kcinil J. Rr a A 112 � s'2,506' x0.562 , 1350. t 2 500' „a : 2 250 • rtx c 5'4621' 1535•f} X6546 Brown � 181 1062 :•� .. , * �- . ,s �+ x;3131 DLO r' 250kcmtl 500-12-134 500kcmil 350 G,H,I,K,M FLEX 500kcmil - 112 0.562 1.750 3.000 2.250 5.982 1.535 0.546 Brown 1-87 1.062 373.7 DLO 250kcmil 604361 600kcmil +400 G,H,I,K,M FLEX _ 600kcinil =:'. 381 0.406 1:000 1.937 r 2681`' 5433} '1712 0.414 E Green 194 1.187 -444.4 DLO ; , . .250kcmil 600-12-134 600kcmil 400 G,H,I,K,M FLEX 444.4 DLO - 600kcmil ; 250kcmil 112 • . 0.562 1.750 3.000 2.661. 6.496 1.712 0'546 Green 1-94 1.187 I.D. 'a•XFQ t . 0.660 O,j03 ik 0.703 0:703 0.703 {,;IlJff �;� t 0.750 W- II A 0350, 0.750 0: 8; 0.828 0:828 0.828 w 0:920 0.920 All wire sizes, unless noted otherwise, are American Wire Gauge (AWG) ' When installed with specified dieless tools + See pages 217 to 225 for complete tooling information. i For Bent Tangs change the 4th letter to a B and add "A" for 45 deg. or "-9" for 90 deg. r UL File E6207 • 4730 Madison Road, Cincinnati, Ohio 45227-1426 Phone 513 533-6200 Fax 513 871-4084 Web site www.ilsco.com - Canada 1050 Lakeshore Road East, Mississauga, Ontario, Canada L5E1E4 Phone 905 274-2341, Fax 905 274-8763 26 -SureCrimp° Copper Compression Lugs LSC® . Standard Barrel - 1 Hole, w/Sight Hole LNEBS3s /� TESTED BY ■ A•1�..A+AY Dftm"A. AAAL..r";1 - 7/A 4 TELCORDiA Compliant LISTED tR.z�o TYPE Features Benefits CSWS • Manufactured rom high strength seamless copper tubing , • Offers maximum conductivity and excellent crimping characteristics • Electro -Tin plated • Provides low contact resistance • Chamfered entry • For easy conductor insertion • Color coded • Identifies the proper compression die • UL 486AIB 90`! isted and CSA Certified for 600 volts • Ensures reliability • May be used for high voltage applications up to 35KV • Proper high voltage spacing and insulation techniques must be used • UL Listed and CSA Certified with ILSCO and major com- •Reduces inventory requirements ppetitor's compression tools • UL467 Listed 1;0 AWG - 8 AWG • For grounding and bonding applications ---------------' o » EIS �;------- W ME - a EgS3 -r t �-' IREMEN�S ' N D t All wire sizes, unless noted otherwise, are American Wire Gauge 1AWGI ' When installed with specified dieless tools + See pages 215 to 223 for complete tooling information. For Bent Tangs change the 4th letter to a B and add "-4" for 45 deg. or "-9" for 90 deg. UL File E6207 • . 4730 Madison Road, Cincinnati, Ohio 45227-1426 Phone 513 533-6200 Fax 513 871-4084 Web site www.ilsco.com Canada: 1050 Lakeshore Road East; Mississauga, Ontario, Canada L5E1E4 Phone 905 274-2341 Fax 905 274-8763 2 E Stud Dimensions Die Catalog Wire Att "• Expanded'. Bolt Hole Color Die A - B C D G Number Size Wire Size Wire Range Size Dia. Code Index O.D. I.D. CSWS=1j0101110AWG +#1FLEX6 #1 FLEX WA G, 1/0-6 AWG 10- 0.219?0.562.0;1"W50,1:8 0�1;?0258` Pink,, 142 0515 ;0.390 CSWS-110-14 1/0 AWG 1/4 0.281 0.875, 0.750 1 1.981 ' 0.738 0.320 Pink 1-42 0.515 0.390 CSWS 10.511CSWS 10.511 fi lUOAWG jffi1 FLEXX., #1 FLEX 0:875: '0.750. 981 0.13 , 1106AWG 1/0-6 AWG 51� 16 r ,0: y0. 2i Pink R 0.515 0.3901 CSWS-1/0-38 1/0 AWG 318 0.406 0.875 0.750 1.981 0.738 0.414 Pink 1-42 0.515 0.390 CSWS--1/a121JO AWG „• ffi�1 FLEXR X110 6 WG�.,� 2/0-4 AWG 1 0.562 x1:250' 0.750 :2.356' 0] , 0:546 Pink 11=42 0:515 0.3901 CSWS-2/0-10 210 AWG 110 FLEX 10 0.219 0.562 0.750 1.708 ' 0.811 0.258 Black 1-45 0.562 0.437 CSWS 210;14 1/O FLEX Black ' 11=45 0 562' .0:437 2!0 AWG - r 0 4 AWG<` 1/ 0281 0:815 0,750 2. 221 `0.811 j0:320' 2/0-4 AWG 5116 0.343 0.875 0.750 2.021 0.811 0.352 Black 1-45 0.562 0.437 CSWS-2/0-516 2/0 AWG 1/0 FLEX CSWS 1%038' 0 AWG -1/0 FLEXR 2j0..4 AWC 1 0.406 Black I.45' 0.562 .0437.1 x.815 0.150; 2W1 Ou811 0 414' f 1/2 10 0.562 1.250 0.750 2.396 1.751 0.811 :.885 0.885 U.885�:� 0.885 0.546 Black 1-45 0.562 0.437 CSWS-2/0-12 2/0 AWG 1/0 FLEX 2J0 FLEXr , , 2/0-4 AWG x310-2 W - CSWS-310;10 // W03 AA � A.219 0 5 26 ; ,0.754 j 58 0.320 1357 0.414 =range nge� Orange Orange _ Orange 1-50. 1-50 1.50, 1-50 0.609 0.609 T 0.609 0.609 yR 0.484 NBC 0.484 CSWS-310-14 3/0 AWG 210 FLEX 12%0 FLEX 3/0-2 AWG 3.31a2AWC � 310-2 AWG r 1/4 0.281 0.875 •0.875 0.750 0-:750 2.064 • :;2A CSWS;3/0516 310"AWGJ , 5/16. '0:343'-„tf CSWS-310-38 310 AWG 210 FLEX 318 0.406 0.875 0.750 2.064 CSWS 3/D 92'0 AWG 410 AWG 7j0 FLEX! 3/0 FLEX ` �3n ,102 AWG' 4/0-1 AWG. X112 114 0 5621250;;x; 0.281 0.875 0150 ak 0.875 2A39 2.241 0;885 0.999 0:546;y� 0.320 ,Ora g Purple 1.59 1-54 '0 609 0.681 144 0.546 CSWS-410-14 CSWS 4%0516 114j0'AWG . 730fIEX rrr,,�{!jf44JUkG �. .5116'0343s y087 `z 0875�i 2241 1 0999 ;Ot352; '1. 4'11 097- 0:546' CSWS-4J038 �4/0 AWG 3/0 FLEX 4/0-1 AWG 3/8 0.406 0.875 0.875 2.241 0.999 0.414 ,Puipl�4 Purple 1-54 0.687 0.546 ;CSWS4(012 '410AWG 310FCEX;v ', ;; 3T410_1AWG,,K' '11 -1/1 q 0:5621 kt250 0875`i"" k2616i 0.999 ` 0.546r Pur ler 1 4;4 O'ti67 0546' CSWS-250-516 250kcmil 410 FLEX 250kcmil -1/0 AWG 5/16 0.343 0.875 . 1.063 2.469 1.088 0.352 Yellow 1-62 0.750 0.593 CMS 80=381 250kcmll -V i 410 FLEX ��i. a , 250kcmif lj0`AWG � '3%8� 0 406 (0 875 1063 ' `2 469 1,088 F; :0.414 Yellowy 1 o 0750 0:593 CSWS-25012 250kcmil 410 FLEX + 250kcmil -110 AWG 112 0.562 1.250 1.063 2.844 ' 1.088 0.546 Yellow 1-62 0.750 0.593 -'CS 300516 y300kcmi6,� 250GHFLEX�. "° `;300kcml'2JOAWG;j:5/16, "0343�i 0815; 1063,x; 2525 ,1;189 > ,0,352 t Whiter,, 166 0812; 0,660 CSWS-300-38: 300kcmil 250 G,H FLEX 300kcmil - 210 AWG 3/8 .,. 0.406 - 0.875 1.063 2.525 1.189 -0.414 White 1-66 0.812 0.660 'CSWS-300.1_2} -'3066aiil 1.1WGHFLEX x 300kcmd'110AWG� 1/? 0562 ;i 250' 1.663•z.:2900r 1:189" 0:546:) White j 1.66'1: 0812. 0:660 CSWS 300 58 300kcmil 250 G,H FLEX 300kcmil 210 AWG 518 0.656 1.437 1.063 3.087 1.189 0.671 White 1.66 0.812 0.660 CSWS-350-38 . 350ke 1 '; T2501;K,MTLEX i DLO r .� 350kcmil 310 AWG 3/8'r , , -0 406 ,0875 ' 1063 61:,' , 2 561 1.291 y 0.414 , Rod,".' -',171 :.•; .0. 890, 0.703 - ,. 262.2 .+{ CSWS-350-12 356kcmil 250 I,K,M FLEX 262.2 DLO 350kcmil - 3/0 AWG 112 0.562 1.250 1.063 2.936 1.291 0.546 Red • 1-71 0.890 0.703 CSWS_350,58.p',350kcmil 2501,K M FLEX ' 350kcmiC310AWG 5B 0.656',,',1.437,','' .1063` 3123-. 1.291 0.671 Red"� I71 .0.890 0.103 :262.2 DLO - ...s . , - CSWS-400-38 400kcmil 300 G,H,I,K,M FLEX 313.1 DLO 400kcmil - 4/0 AWG 3/8' 0.406 0.875 1.188 2.730" 1.365 0.414 Blue' 1-76 0.937 0.750 CSWS-40D-12, .400kcmil 300'G,H,I,K,M FLEX° 313.1 DLO " •' .460kcmd 4/OAWC .. 1j2 0.562 1250 ;i 1:188' ' 3105' 1.365. 0:546 Blue,• I76`. "0.937. 0.750 CSWS 400-58 400kcmil 300 G,H,I,K,M FLEX 313.1 DLO' 400kcmil• 4/0 AWG t 5/8 0.656 1.437 1.188 3.292 1.365 0.671 Blue 1-76 0.937 0.750 All wire sizes, unless noted otherwise, are American Wire Gauge 1AWGI ' When installed with specified dieless tools + See pages 215 to 223 for complete tooling information. For Bent Tangs change the 4th letter to a B and add "-4" for 45 deg. or "-9" for 90 deg. UL File E6207 • . 4730 Madison Road, Cincinnati, Ohio 45227-1426 Phone 513 533-6200 Fax 513 871-4084 Web site www.ilsco.com Canada: 1050 Lakeshore Road East; Mississauga, Ontario, Canada L5E1E4 Phone 905 274-2341 Fax 905 274-8763 2 E SureCrimp® Copper Compression Lugs Standard Barrel - 1 Hole, w/Sight Hole NEBS3 TEsTEDBA Compliant LISTED Conductor Ranae: 1000kcmil - 500kcmil 453G TYPE Features Benefits • CSWS • Manufactured from high strength seamless copper tubing • Offers maximum conductivity and excellent crimping characteristics • Electro -Tin plated • Provides low contact resistance - • Chamfered entry • For easy conductor insertion • Color coded • Identifies the proper compression die • UL 486AIB 90' Listed and CSA Certified for 600 volts • Ensures reliability , • May be used for high voltage applications up to 35KV • Proper high voltage spacing and insulation techniques must be used • UL Listed and CSA Certified with ILSCO and major com •Reduces inventory requirements ppetitor's compression tools • U1467 Listed 110 AWG - 8 AWG • For grouriding and bonding applications -A-i rf3--I �.--------- W MEETS N° g53 -G Nv�REMENT D i All wire sizes, unless noted otherwise, are American Wire Gauge (AWG) ' When installed with specified dieless tools + See pages 217 to 225 for complete tooling information. For Bent Tangs change the 4th letter to a B and add '-4' for 45 deg: or "-9" for 90 deg.- UL eg-UL File E6207 - o 3 4730 Madison Road, Cincinnati, Ohio 45227-1426 Phone 513 533-6200 Fax 513 871-4084 Web site www.ilsco.com Canada 1050 Lakeshore Road East, Mississauga, Ontario, Canada L5E1E4 Phone 905 274-2341 Fax 905 274.8763 Stud Dimensions Die Catalog Wire Alt Expanded' .. Bolt Hole Color Die Number , Size Wire Size Wire Range Size Dia. A B C D G Code Index O.D. I.D. CSWS 500 38 , 500kcmil ;350 G H I,K IVI-FL-EX 500kcmil - 250kcmil 3I8 2. ; 10.406. 0.875 y 300' 1""""r r ,2.907 1.535. 0.546- '' Brown k -1-87 r 1:062 0.826 13137 DLO' l aMx� : z sasaW CSWS-500.12 500kcmil 350 G,H,I,K,M FLEX 373.7 DLO 500kcmil - 250kcmil 112 0.562 1.250 1.300 3.282 1.535 0.414 Brown 1-87 . 1.062 0.828 CSWS 50058 500kcmrl 350 G H I;K IN FLEX'`' .373.7_OLO ' r500kcmif 250kcmil r5/_ xa rA.656 1431 1300 ,3.469. 1:535 0611 Brown susmaaX F' 187 X1.062 zai r 0.828 CSWS-600-38 600kcmil 400 G,H,I,K,M FLEX , 444.4 DLO 600kcmil - 250kcmil 318 0.406 0.875 1.375 3.059 1.712 0.414 - Green' 1-94 1.187 0.920 CSWS 60012 r600kcmiP 4UTGAI-K,MREX Y444.'4 DLO =600kc it "250 250kcmil 1t2 0.562 , 1 .250 1.375, 3 r 1.712 0 Green. -94' ' L 81 0,9201 CSWS-600-58 600kcmil 400 G,H,I,K,M FLEX. 444.4 DLO 600kemil - 250kcmil . 518 0.656 1.437 1.375 3.621 1.712 '0.671 Green 1-94 1.187 0.920 CSWS 650 516 650kcmil. 500 G-R,I,K,M FLEX 650kcmil; 350kcmit ""'i' 5116; 0.343, , X0.875 M.375, 51.315. . 3119 b "a' 0.352 Pink' 199 x1.217. 0.958. b ►fi 535.3 DLO sac a 3 ;te �. CSWS-650-38 650kcmil 500 G,H,I,K,M FLEX 535.3 DLO ' 650kcmil - 350kcmil 318 0.406 0.875 - 1.375 3.119 1.764 '0.414 Pink 1-99 1.217 0.958 a.es+�r CSW$�5012 650kcmil z��a 500 G H I:K;MFEEX 1.535.3 650kcmil" 350kcmil 1/2 m 0 562 1'.25 ` �n { r.375 3 494 a :-164 unwr 0 54' w Pink I-99{ , g�� 1.217; Ceara. 0:958 is ar,rt� DLO: i �-k� CSWS-650-58 650kcmil 500 G,H,I,K,M FLEX: 535.3 DLO 650kcmil - 350kcmil 518, 0.656 1.437 1.375 `3.681 1.764 0671 Pink 1-99 1.217 0.958 +P ' ;CSWS-700=38 ice' ,900kcmil 7500 G H;I;K;M F 5353DL0 Ev "ms's` y700kcmd;-350kcmrl �, 318; ., r0.¢O6 08751375 31)9"1u8160'414 -:i!Y Pin 1 ,1250 '`J'i"rtr!•J_-'LTsta�1 i -^_v,. :� ss.•: _ .ti £r•�s�sl, l� 1F R.w",r..:ii.G CSWS 10012 700kcmil 500 G,H,I,K,M FLEX 535.3 DLO - 700kcmil = 350kcmil 112 0.562 1.250 1.315' 3.494 1.816 0.546 = Pink 199 1.250 0.991 CSWS70058 700jcCrt�ilr7OOkcmrl 500 t H FK, FIIX t . f ,. ,b V. n n1 350kcmrl 3 5]81 k0656 r. 1437 37: 1 11375+ 3681 , <_ t r_ 1816'-",067b� f ,r Prnk • � • I99 ,. 1250' t 0991 �a� . u ,5353�DLQ�� fritci 1 , CSWS-750-38 750kcmil 600 G,H,I,M FLEX 646.4 DLO 750 kcmil . 500kcmil 318 .0.406 0.875 1.500 3.277 1.901 0.414 Black 1-106 1.313 1.031 - CSW5150=12r z arc 450kcmdr y. x600 G H I M FLEX �� (g ke DLOy.7 1 r a r< 150kcmil 500kcmd Y, 112 , fir. �t 0562 -tea.. 1250- '� 1500''3652 01 1:901 Y ;5- 0546F -Black�� •'s 1106'; 1313 1:031 _ _ .. . r ..t .y... y. V464 �,+r)R'., - .,. r . .r ;}: .N f AS,`•,f` 4 CSWS-750-58 750kcmil 600 GDLO FLEX 646.4 DLO 750kcmil .500kcmil • -- 518 0.656 1.437 1.500 3.839 1.901 0.671 Black 1-106 1.313 1.031 'CSWS•1000 38 ' t000kcmd ^ it '- f150 G H (FLEX s "7711 DLO r, c j000kcrnil 750kcmd "3I8 0 4061 0.875: 1625 3 525 2169 '. 0.414 .White 1525 1.500 5:172 ? . `1.500 CSWS-1000-12 11000kcmil 750 G,H,I FLEX 777.7 DLO 1000kcmil - 750kcmil 112 0.562 1.250 1.625 3.900 2.169 0.546 White 1-125 1.112 CSWS•1000 58 t000kcmd 750GHfFLEX rt '717 1000 mil - 71lk6k 518".i' 0:656 1.437 1.625 ` 4.087 y a 2,169 0.671 Whiter 1.125: • 1.500 '11.172 7 DL0 ;?x �: . i All wire sizes, unless noted otherwise, are American Wire Gauge (AWG) ' When installed with specified dieless tools + See pages 217 to 225 for complete tooling information. For Bent Tangs change the 4th letter to a B and add '-4' for 45 deg: or "-9" for 90 deg.- UL eg-UL File E6207 - o 3 4730 Madison Road, Cincinnati, Ohio 45227-1426 Phone 513 533-6200 Fax 513 871-4084 Web site www.ilsco.com Canada 1050 Lakeshore Road East, Mississauga, Ontario, Canada L5E1E4 Phone 905 274-2341 Fax 905 274.8763 Product data sheet H364RB Characteristics SWITCH FUSIBLE HD 600V 200A 3P NEMA3R Product availability : Stock - Normally stocked in distribution facility SOUARE Q �• F �? Price*: 2259.00 USD N C O .m G 6 0 0 VI J U fC m Main y Product or component type Single Throw Safety Switch Line Rated Current 200 A g e Product certifications UL listed m NEMA degree of protection NEMA 3R galvannealed steel i; Device composition None s Disconnector device type Fusible disconnect m `o Short-circuit current 10 kA H or K 200 kA R,JorL Device mounting Surface Number of poles Electrical connection Lugs Series name Heavy duty, System Voltage 600 V AC/DC AWG gauge AWG 6...250 kcmil (copper or aluminium) ° s y Ordering and shipping details BUTTE o Category 00009 - HBHU SW,2&3P,N3R,30-200A Discount Schedule DE1 NOV T2017 " GTIN 00785901482710 8 Nbr. of units in pkg. 1 O E V E L O P Vl E N T Package weight(Lbs) 44.859999999999999 S E R V (C • E 5 .o Returnability Y 0 Country of origin US m m E J o Offer Sustainability H L F Sustainable offer status Green Premium product m RoHS (date code: YYWW) Compliant - since 1313 - Schneider Electric declaration of conformity Life IS On ; Sd& EPSchnelder Electric declaration of conformity REACh Reference not containing SVHC above the threshold Reference not containing SVHC above the threshold Product environmental profile Available Product end of life instructions Need no specific recycling operations Contractual warranty Warranty period 18 months I ut.Is?, Schneider _ a 600 Volt—Single Throw Fusible Switches Heavy Duty Safety Switches ^ � by Schneider El e—i t Class 3110 / Refer to Catalog 310OCT0901 schnold er-eIoctric.us ' s 600 Volt --Single Throw Fusible Table 3.14: 600 Volt—Single Throw Fusible z -vire z utaoea ano r-usenctaers H361RB vac, ovu vac - H361AWK 5 15 7-1/2 30 5 15 30 H361-2 H3612RO[171 — 60 H3612AWK 1171 5 ,a Use three -wire devices — — — — — — — 15 100 60 H362 for tyro -wire applications — — — — — — H362AWK 15 200 15 50 — 30 — — 100 H363 400 H265 H265R H265DS — _ — H265AWK 100 (15] 20 1151 — 0 0 b 100 600 . H266 H266R H266DS H266AWK 150 1151 400 (151 — — 0 50 H364DS - H364A 800 H267 26 H7R116J - H267AWK — — — — — 0 0 1200 H268 H26SR (161 - H268AWK — 50 6•wiro iti elaaes an a rusenotae�J--0uu vec +o - . — p 100 = = H663DS. R ld(�bl( 200 H664DS Accessories: see page 3-13 Dimensions: NEMA 1 and 3R, see page 3.19 Dimensions: NEMA 4.4X and 5 Stainless and NEMA 12, see page 3-20 H3AWK 25 60 a 66 30 1 75 • H664AWK For applications requiring motor disconnect capability, see Electrical - Interlock Kits, page 3-14 Class H, R, J, and L Fuse Provisions: Class H or K Fuse Provisions: Fusible Square D 30-600 A heavy duty safety switches accept Class H or K fuses as standard. With Class H or K fuses installed, the switch is UL Listed for use on systems with up to 10 kA available fault current. Class R Fuse Provisions: Fusible Square D 30-600 A heavy duty safety switches will accept Class R fuses as standard. A field -installed rejection kit is available which, when installed, rejects all but Class R fuses- With the installation of the rejection kit and Class R fuses, the switch is UL Listed for use on systems with up to 200 kA available fault current. See Class R Fuse Kits, page 3-14. tL? Class J Fuse Provisions: Provisions for installing Class J fuses are included in 30-400 A 600 Volt, and 100-400 A 240 Volt, fusible heavy duty safety switches. Conversion to Class J fuse spacing requires relocating the load side fuse base assembly from the standard Class H fuse location to an alternate position as marked in the enclosure. With Class J fuses installed, the switch is UL Listed for use on systems with up to 200 kA available fault current. Switches rated 600 A, 240 Class R Fuse or 600 Volt, require the addition of an adapter kit, H600J. One kit per 3P switch. Class L Fuse Provisions: Fusible 800 A and 1200 A safety switches use Class L bolt -in fuses and are rated for use on systems with up to 200 kA at 600 Vac maximum. 1200 A switches accept class L fuses from 601-1200 A, 800 A switches accept class L fuses from 601-800 A. 110J For Rainproof Bolt -On Hubs and Watertight Hubs see Hubs, page 3-13. 1111 Complete rating is NEMA 3. 3R. 4.4X. 5 and 12.. (121 See Table 3.18 316 Grade Stainless Steel 3 Pole 600 Vac, 600 Vdc, page 3-10. (131 Also suitable for NEMA 3R application by removing drain screw from bottom endwall. (141 For switching dc, use two outside switching poles. , [151 For comer grounded delta systems, use switching poles for ungrounded conductors. See data bulletin 270ODBO202 for additional information. /16] Suitable for NEMA 5 applications with drain screw installed. N [17] 60 A switch with 30 A fuse spacing and clips. Must use 60 A enclosure accessories including electrical interlocks. 1181 Not suitable for use as service equipment. O 2016 Schneider Electric 3-7 All Rights Reserved ' - 3/24/2016 , r ' 30 H361 H361RB - H361 DS H361A H361AWK 5 15 7-1/2 20 5 15 30 H361-2 H3612RO[171 — H361 -2A (171 H3612AWK 1171 5 ,a 15 r 7-1/2 20 — 15 60 H362 H362RB H362DS H362A H362AWK 15 30 15 50 — 30 y Y y 100 H363 H363RB H363DS H363A H363AWK 25 -60 30 100 — 0 200 H364 H364RB H364DS - H364A H364AWK 50 125 60 10 40 0 400 H365 H365R H365DS — H365AWK 100 - 250 125 350 0 50 600 H6 H6R - H366DS - — - H366AWK 150 400 200 500 50 50 800 H367 H367R (161 H367AWK 200 500 250 500 — 50 1200 H368 H6R 1161 H368AWK 200 500. 250 - 500 — 50 4 -Wire 3 Blades and Fuse olders, l Noutral .. 00 Vae 600 Ydc - - 30 60 100 H361N H362N H363N H361 NRB H362NRB H363NR8 -` e- USe three -wire devices, See Field -Installed Neutral Assemblies, page 3-15 5 15 � 25 15 30 60 7-1/2 - 15 30 20 -50 75 — — � — 15 30 50 NDS H364NA H364NAWK 50 125 60 150 40 50 • 400 NDS H365NAWK 100 250 125 350 so so �� 600 H 6N H6NR H366NDS H366NAWK 150 400 200 500 0 50 800 H367N H367NR — H367NAWK 200 00 250 500 — 50 1200 H368N H6NR (161 — „ — H368NAWK 200 500 250 500 — 50 4 re 4 adds and. useholdors OO Vac; 600 Vdc' 16• y - '20 - 2W `- fO-' 2L! "` 30 H461 H4610S ' — H461AWK' -- 7-1/2 20 10 25 5 15 60 H462 — H462DS — H462AWK 15 40 20 50 10 30 Y p ? 100 H463 H463DS H463AWK 60 30 _ 75 30 200 H464 — H464D5 50 125 60 0 40 50 400 H65 — H469AWK 100 250 125 3AWK SO 50 600 H466 - - 150 400 200 I Soo so 50 6•wiro iti elaaes an a rusenotae�J--0uu vec +o - . — p 100 = = H663DS. R ld(�bl( 200 H664DS Accessories: see page 3-13 Dimensions: NEMA 1 and 3R, see page 3.19 Dimensions: NEMA 4.4X and 5 Stainless and NEMA 12, see page 3-20 H3AWK 25 60 a 66 30 1 75 • H664AWK For applications requiring motor disconnect capability, see Electrical - Interlock Kits, page 3-14 Class H, R, J, and L Fuse Provisions: Class H or K Fuse Provisions: Fusible Square D 30-600 A heavy duty safety switches accept Class H or K fuses as standard. With Class H or K fuses installed, the switch is UL Listed for use on systems with up to 10 kA available fault current. Class R Fuse Provisions: Fusible Square D 30-600 A heavy duty safety switches will accept Class R fuses as standard. A field -installed rejection kit is available which, when installed, rejects all but Class R fuses- With the installation of the rejection kit and Class R fuses, the switch is UL Listed for use on systems with up to 200 kA available fault current. See Class R Fuse Kits, page 3-14. tL? Class J Fuse Provisions: Provisions for installing Class J fuses are included in 30-400 A 600 Volt, and 100-400 A 240 Volt, fusible heavy duty safety switches. Conversion to Class J fuse spacing requires relocating the load side fuse base assembly from the standard Class H fuse location to an alternate position as marked in the enclosure. With Class J fuses installed, the switch is UL Listed for use on systems with up to 200 kA available fault current. Switches rated 600 A, 240 Class R Fuse or 600 Volt, require the addition of an adapter kit, H600J. One kit per 3P switch. Class L Fuse Provisions: Fusible 800 A and 1200 A safety switches use Class L bolt -in fuses and are rated for use on systems with up to 200 kA at 600 Vac maximum. 1200 A switches accept class L fuses from 601-1200 A, 800 A switches accept class L fuses from 601-800 A. 110J For Rainproof Bolt -On Hubs and Watertight Hubs see Hubs, page 3-13. 1111 Complete rating is NEMA 3. 3R. 4.4X. 5 and 12.. (121 See Table 3.18 316 Grade Stainless Steel 3 Pole 600 Vac, 600 Vdc, page 3-10. (131 Also suitable for NEMA 3R application by removing drain screw from bottom endwall. (141 For switching dc, use two outside switching poles. , [151 For comer grounded delta systems, use switching poles for ungrounded conductors. See data bulletin 270ODBO202 for additional information. /16] Suitable for NEMA 5 applications with drain screw installed. N [17] 60 A switch with 30 A fuse spacing and clips. Must use 60 A enclosure accessories including electrical interlocks. 1181 Not suitable for use as service equipment. O 2016 Schneider Electric 3-7 All Rights Reserved ' - 3/24/2016 , r ' 7 CERTIFICATE OF COMPLIANCE Certificate Number 20140602-E2875 Report Reference . E2875-20010622 Issue Date 2014 -JUNE -02 Issued to: SCHNEIDER ELECTRIC USA INC / SQUARE D CO .1010 Airpark Center Dr Nashville TN 37217 This is to certify that Switches, Enclosed representative samples of See next page for Models Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: ANSI/UL 98, "Enclosed and Dead -Front. Switches." CAN/CSA-C22.2 No. 4 (2004), "Enclosed and Dead -Front Switches." Additional Information: See the UL Online Certifications Directory at www.ul.com/database for additional information Only those products bearing the UL Listing Mark for the US and Canada should be considered as being covered by UL's Listing and Follow -Up Service meeting the appropriate requirements for US and Canada. The UL Listing Mark for the US and Canada generally includes: the UL in a circle symbol with "C" and "US" identifiers: ` Z "'the word "LISTED"; a control number (may be alphanumeric) assigned by UL; and the product category name (product identifier) as indicated in the appropriate UL Directory. Look for the UL Listing Mark on the product. William R. Camey, Director, North American Cortification Program - ■ ■ UL LLC EEF000 L Any information and doarrontation involving UL Mark sanlma are provided on behalf of UL LLC (UL) or any authorized licensee of UL For quostions; please contact a local and Customer Swire Reproxntative it viww.ul.conycontactus Page 1 of 2 r CERTIFICATE OF COMPLIANCE Certificate Number 20140602-E2875 Report Reference E2875-20010622 Issue Date 2014 -JUNE -02 This is to certify that representative samples of the product as specified ori this certificate were tested according to the current UL requirements. Models: Enclosed switches, 200 A, heavy duty and general duty, F -Series. USL D224N, -NRB H324A H364NA HU364 D324N,,-NRB H324N H364AWK HU364A DU324, -RB H324AWK H364DS HU264AWK H224A H324DS H364NAWK HU364AWK H224AWK H324NRB H364NDS HU364DS H224DS S H364AWKVW HU364AWKVW H224N, -NRB 364 H364DSVW HU364DSVW H224NA 3b H364R6 -NRB HU364RB H224NDS H364N H664AWK HU464AWKVW USL, CNL H464 HU464AWK H464AWK HU464DS *H664AWK HU664AWK *H664DS H0664DS HU464 CNL CD224N CH324NDS CD324N CH324NRB CD224NRB CH364 CD324NRB CH364AWK CH224N CH364DS CH224NAWK CH364RB CH224NRB CHU364 CH324N CHU364AWK CH324DS CHU364DS CH324NAINK CHU364RB * E12 = EIK2 installed J1 = (1) JSC88 module installed J2 = (2) JSC88 modules installed J4 = (4) JSC88 modules installed WW = Without view window (Note: Suffix WW is used only on CH364AWK, CHU364WK, CH364DS, and CHU364DS.) William R. Camey, Director, North Arnerican Certiruudion Programs UL LLC Any information m and docurnration imotving UL Mads mmi' are provided on bahalf of UL LLC (UL) or any aulhorizod licensee of UL. For questions, please contact a local UL Custorror Service Representative at www.ul.=contactus Page 2 of 2 C� ti .z LQ u S `^ ^ �.v ] J N !J e � Q 4; u C 0 0 •n N d ✓f Q to .. \ Y C 0 N Q O C � N •� _ w ., rL V � •aCi �F i ,. L • voi 2 ~ m J N N ' m 'o^ 59 o_ 0 cn O Z C G O z o O o z. •!l Lrl N Q N � � `� � Q C� ti .z LQ u `^ ^ �.v ] J N !J u 4, •r �, � Chi x �j"i��r._�. �if l } � i Vii•' �S �•�� _l, �� P -p 1�iI. r i1 - +�: t f•+r 7L� _ 1 . t • _ �-7+-� _ _ ,,. ,; =yam,, Emil Kanch- Storage 9191119EVR• 1ULIMIMAyl1I1 :r fi MEMMAM.111V1 ITi ITF.177 IrM Xf: IO ELECTRIC r\\,,ioundT. Mounting - �g Si�te .The Original,"Top-Down"'Mi�u PV System r Ground Applications Benefits of GrounclTracO Patent#6,360,491 • Industry's preferred low 'cost and easiest to install ground mount system Used for kW to Multi -MW projects • Pa I tented ground mount system, ships from available stock i • Proprietary Drop -N -Lock rail insert drops in and locks ProSolar Gr*oundTrac@ rails in place • Over 10 years of ProSolar's proven design • Pre-engineered and tested for easy permitting • No cross -bracing required Wall" IM + 1A. professional SOLAR products,!;.� A n jJ�f- 9 .1 See Below , 3" Min. Distance depends f' 42" I on tilt an91e � (see angle chart) Assemble re --usable grade stakes (ProSolar metal grade stake kit shown). Recommend 2"x 4" vertical support. Dig footings. Use 1/2" -drill bit and 9/16" socket to attach grade Lateral (left to right) footing spans stake'kit to 2" x 4". Attach 1" x 4" wooden horizontal listed on page 4 (bottom). Front to support using 3-1/2" (min.) C -clamps. Grade stake kit rear footing spans listed in angle includes: 24" threaded metal stake, aluminum spacer charts on page 4 (top). Refer to block, bolt and washer. engineering reports for footing specs. OPlace horizontal 1-1/2" schedule 40 galvanized water pipe with slip-on Hollaender® Tees. Adjust C -clamps as necessary to level pipe. ," ®Measure vertical pipe lengths, allowing 2" (min.) from bottom of footing to avoid pipe contact with moisture. ' ra Insert vertical pipes into tees and fasten lower tee set screw. Center pipes in footings by sliding left or right. Pour or pump mixed concrete into footings. +'I Install at least one rail every 10' for proper pipe spacing. 1 GroundTrac@ Drill Guide ._.Base and Drill Bit. f o, Insert U=bolt into locking rail holes and place Drop -N -Lock insert into the rail. Remove . remaining drill guide and.proceed with other rails. Remove grade stakes. 8tighten , all tee set screws to 17 ft -lbs with torque •Restrail wrench. Install remaining rails, evenly tightening U -bolt nuts. Z on top of horizontal pipes. Run string level . on top or bottom to align tops of support rails. -- Fasten rail in-place by using GroundTrac@. drill -guide7�- -� F �,, " �"� along top and -bottom of horizontal pipes. Drill .U -bolt locking holes�in.place. Leave at least one drill guide attached after �drilling to keep rail in place. �w 06 2' Min. 71 a\• � J , ,--i.+.,. T..r �..aW-i+- �.. Pr!.F'.'+ iY ,... .�•". '.^- - © r .._mss.... ^. ' Install at least one rail every 10' for proper pipe spacing. 1 GroundTrac@ Drill Guide ._.Base and Drill Bit. f o, Insert U=bolt into locking rail holes and place Drop -N -Lock insert into the rail. Remove . remaining drill guide and.proceed with other rails. ,Pre -assemble clamping . hardware and install solar modules and EZ rail endcaps. r . Install 1-1/2" plastic pipe endcaps for schedule 40 pipe as necessary. OCompleted installation. Remove grade stakes. 8tighten , all tee set screws to 17 ft -lbs with torque wrench. Install remaining rails, evenly tightening U -bolt nuts. Z ,Pre -assemble clamping . hardware and install solar modules and EZ rail endcaps. r . Install 1-1/2" plastic pipe endcaps for schedule 40 pipe as necessary. OCompleted installation. 124" x 2-1/2" Support Rail Supports up to (3) 39.5" Wide Modules N 124" Y. 84" T 2'1/2.. I • 136" x 2-1/2" Support Rail Supports up to (4) 32.5" Wide Modules - r , 32.5" L �1 I• 136" ' 2-1/2" Y. 84" 164" x 3" Support Rail r Supports up to (4) 39.5" Wide Modules 39.5" 164' 3" r .r 0° I-------•---•—•— 73" t I--------------- 76" 79" ------------ ' I'I 3o" Max --------------- I j!i 60" Max , from top 1-----•----- --- 81" ------------� .II from top of footing 1--------------- 83".._._._._._._._.ISI of footing I `84" JI 1 I-- ------------ 84" \,H 124" and 136" Rail \\ \� Refer to engineering report for footing spec Front to Rear 164" Rail Array Footing Angle Chart Angle Distance g 0° 108" 108" j 100 ° 106" d 15° 104" F`xed 20° 101" �0a bd i------ --- — — — — 101...._._._.=._._._ r _-.-.-.-.-.-._. 104" —._-- ._._. ;r-------------------- 106 --._._._--._._._ i------ ---------•— —los„ _._._.-!...... i --- log" - — 164" Rail Refer to engineering report for footing specs s GroundTrac@ Rail Sizes 124" x 2-1/2" 136" x 2-1/2" 164" x 3" Number of Modules �i (4) 32.5" wide modules Rear 124" and 136" Rail 10' to 8' Array Footing Angle Chart Angle Distance See Angle Chart 0° 84" 300 5° 84" 25° 30° 83" 15° 81" 20° 200 79" 150 25° 76" ¢d 30° 73" p' F�+ 100 0° I-------•---•—•— 73" t I--------------- 76" 79" ------------ ' I'I 3o" Max --------------- I j!i 60" Max , from top 1-----•----- --- 81" ------------� .II from top of footing 1--------------- 83".._._._._._._._.ISI of footing I `84" JI 1 I-- ------------ 84" \,H 124" and 136" Rail \\ \� Refer to engineering report for footing spec Front to Rear 164" Rail Array Footing Angle Chart Angle Distance g 0° 108" 108" j 100 ° 106" d 15° 104" F`xed 20° 101" �0a bd i------ --- — — — — 101...._._._.=._._._ r _-.-.-.-.-.-._. 104" —._-- ._._. ;r-------------------- 106 --._._._--._._._ i------ ---------•— —los„ _._._.-!...... i --- log" - — 164" Rail Refer to engineering report for footing specs s GroundTrac@ Rail Sizes 124" x 2-1/2" 136" x 2-1/2" 164" x 3" Number of Modules (3) 39.5" wide modules (4) 32.5" wide modules (4) 39.5" wide modules Lateral (left to right) footing span (max) non -snow load 10' 10' 8' Lateral (left to right) footing span (max) 30 Ib/ft2 snowload 6' 6' Not snowload rated Front to back footing spacing See Angle Chart See Angle Chart See Angle Chart Pre -slotted rails at: 84" on Center 84" on Center 1 108": on Center • Photo courtesy: Accurate Air & Electric • Professional Solar Products (ProSolar) * 1551 S.' Rose Ave., Oxnard, CA 93033 805-486-4700,e www.prosolar.com @Professional Solar Products, Inc March 2011. GroundTrac@ is a registered trademark and covered under pat.#6,360,491 L. I • • U.J ke r Advancing Renewable Technology WEEB Lug The WEEB Lug consists of a WEEB (Washer, Electrical Equipment Bond), lay -in lug, and hardware. It is used with one solid or stranded copper wire (6AWG to 14AWG), or two copper wires (10AWG to 12AWG)�, to provide a continuous ground on roof or ground inounted.solar systems. Unlike traditional lay -in lugs,. the WEEB Lug does not require surface preparation on rail or module to install. The WEEB Lug is installedusing a 1/4=20 stainless steel screw which tightens the WEEB, allowing the specialized teeth to embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas . tight electrical connection. The tin-plated Lug assures minimum contact resistance and protection against corrosion. The copper wire is clamped by a 1/4-28 stainless steel screw; which is horizontal to the tang for easy access when mounted under a PV module. The low profile of the WEEB Lug allows it to be installed in a variety of,positions and comes with hardware to mount it to a rail or through a 1/4 inch clearance hole. Material: 304 stainless steel, tin-plated copper, outdoor•rated • Low profile design , • Multiple equipment ground conductor allovi ance:` One 14 AWG to 6 AWG or two 10 AWG, two 12 AWG v Listed to ANSI/UL 467 by Intertek ETL Contact us at: 845.247.4708 www.we-llc.com 0 • professional SOLAR nm_ -S ProSolaro RoofTrac® products"� Ir400'n17 Bonding and Grounding Guide UL2703 (Patent Pending) i i No buss bar Green lock washer indicates electrical bond Assembled Self -bonding Self -bonding Mid Mid Clamp With SS Bus Bar Clamp Fastened on Rail (solar module not shown) Applies to GroundTrac® and SolarWedge® mounting systems which utilize the RoofTrac® rail/clamp design. For RoofTrac® Rail Bonding Splice • Drill 1/2 holes at bottom of rails with 1/2" 110 Irwin Unibit® using the rail support as a hole location guide. • Insert 5/16" bolt through support holes and hand thread into thread rail splice insert. Fasten to 15 ft -lbs. For Bonding Module Frame and Clamps to Support Rail • Fasten pre -assembled mid -clamp assembly to module frame, to 15 ft -lbs. Module Frame Design: double wall, aluminum, 1.2"-2.0" tall, 0.059"-0.250" thickness, UL1703 or equivalent tested module. UL467 standard tested bonding equipment for use with Professional Solar Products (ProSolar®) support rail. Bonding of module to RoofTra& rail via ProSolar® rail channel nut using buss bar. Bonding of RoofTra& rail to RoofTra& rail via ProSolar® UL467 tested universal splice kit (splice insert and splice support). Grounding of RoofTra& rail via Ilsco SGB -4 rail lug. System to.be grounded per National Electrical Code (NEC). See NEC and/or Authority Having Jurisdiction (AHJ) for grounding requirements prior to installation. See final run (racking to ground electrode) grounding equipment installation instructions for specific installation information. COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015: All information contained in this manual is property of Professional Solar Products (PSP). TileTra& is a registered trademark for PSP and is covered under U.S. patent #5,746,029. RoofTra& and FastJack® are registered trademarks for PSP and are covered under U.S. patent #6,360,491. RoofTra& bonding designs patent pending. ProSolar® UL2703 Bonding and Class A Fire Rating Page 1 of 4 I professional A SOLAR ProSolar® RoofTrac® products Bonding and Grounding Guide (Patent Pending) Can be placed under module to - hide connection if desired Basic Wiring Diagram rounding Connection :O SGB -4 rail ground connection r Grounding Lug Grounding Lug COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015: All information contained in this manual is property of Professional Solar Products (PSP). TileTrac® is a registered trademark for PSP and is covered under U.S. patent #5,746,029. RoofTra& and FastJace are registered trademarks for PSP and are covered under U.S. patent #6,360,491. Rooffra& bonding designs patent pending. ProSolar® UL2703 Bonding and Class A Fire Rating Page 2 of 4 • I -] 1.0 Reference and Address Report Number 100779407LAx-003 , • Original Issued: 14 -!Sep -2012. 'Revised: 28-A r-2015 for Standard(s) L Subject 2703 - Outline of Investigation Rack Mounting Systems and Clamping Devices VUat-Plate Photovoltaic�Module s and Panels..lssue.#2: 201`2/1-1/1i'. Applicant Professional Solar Products, Inc...; +_ Manufacturer Professional Solar Products, Inc. 1551 S. Rose Avenue Address Oxnard, CA 93033 t Address 1551 S. Rose Avenue', , Oxnard, CA'93033 Country USAF Country USA Contact Stan Ullman. •'' . ; Contact Stan'Ullman -- Phone (805) 486-4700 z-: U{,. : - . '� Phone` (805) 486-4700 ' FAX (805) 486-4799 FAX (805) 486-4799 Email s(cDprosolar.com ; ,, ,- Email s@prosolar.Com Page 1 of 63 • This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its,Cllent.Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek'assumes no liability to'any party, other than to the Client in accordance with the agreement, for any loss, expense or damage, occasioned by the use of this report Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek The observations and test resufts"in,this report are relevant onfy.to the sample tested. This report by itself does notimply that the material, product, or service is or has ever been under'an.lntertek certification program: *� ProSolar@) UL2703 Bonding and Class A Fite Rating Page 3 of 4 • t _ e _-f -,» 5•{. •mss. '. -.. • t _Ael Page 1 of 63 • This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its,Cllent.Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek'assumes no liability to'any party, other than to the Client in accordance with the agreement, for any loss, expense or damage, occasioned by the use of this report Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek The observations and test resufts"in,this report are relevant onfy.to the sample tested. This report by itself does notimply that the material, product, or service is or has ever been under'an.lntertek certification program: *� ProSolar@) UL2703 Bonding and Class A Fite Rating Page 3 of 4 • t _ e !F Report No. 100779407LAX-003 - :i Page 2 of 63 r Professional Solar Products, Inc. t , IM Issued: 14 -Sep -2012 Revised: 28 -Apr -2015 2.0 Product Description Product Photovoltaic Racking System Brand-name ProSolar The product covered by this listing report is a rack mounting system.'It is designed to be installed on a roof. It will be secured by means of Fast Jack or Tile Trac attachim4ents, depending on the type of roof it is intended to be installed upon. The Rooftrac mounting system is comprised of support rails and top-down clamping hardwa�e.•this device can'be used on, most standard construction residential roof -tops. rt This system is in compliance with the mounting, bonding and grounding portions of U_ L Subject 2703. This system has the following fire class resistance ratings: Class A for Steep Slope Applications when using Type 1 or Type 2, Listed Photovoltaic Modules. Class A for Steep Slope Applications when using Type 2, Listed Photovoltaic Modules with or without the wind• skirt. Class A for Low Slope Applications when using Type 1, Listed Photovoltaic Modules when a minimum of 12" gap between the roof surface and the bottom -of the module is maintained. Class A for Low Slope Applications when using Type 2, Listed Photovoltaic Modules when a'minimum of 14" gap between the'roof surface -and the bottom of the module is maintained. J! RoofTrac has different types of bonding and grounding, below is a list of them: , Bonding'of module -to -Roof Trac rail via Weeb PMC 3!" Description Bonding of module-to-RoofTrac rail via ProSolar rail channel nut using buss bar, Bonding of module -to -Roof Trac rail•via Ilsco SGB -4 lugs } Bonding of Roof Trac rail -to -Roof Trac rail via Weeb Bonding Jumper -6.7 ' Bonding of Roof Trac rail -to -Roof Trac rail via Ilsco SG6-4 Lugs Bonding of RoofTrac rail-to-RoofTrac rail via ProSolar UL 467 tested universal 'splice kit (Splice Insert and Splice Support) Issuance of this report is based on testing to PV module frames with a height of 1 1/4 inch to.2 inches f I The grounding of the entire system is intended to be in accordance with the latest edition'of the National Electrical Code, including NEC 250: Grounding and Bonding, and NEC 690: Solar Photovoltaic Systems. Any local electrical codes must be adhered in addition.to(the . national electrical codes. This product investigation was performed only with respect to specific propertie:`s; a limited range of hazards, or suitability for -use under limited or special conditions. The following risks and other properties of this product have not been evaluated: electric "shock, Ultraviolet ' light exposure. Models RoofTrac II I Model Similarity N/A Fuse rating: 20 A l Mechanical Load: 30 PSF Fire Class Resistance Rating: 1 Ratings Class A for Steep Slope Applications when using Type 1 and Type 2,' Listed Photovoltaic. Modules. " Class A for Low Slope Applications when using Type 1 and Type 2, Listed Phot voltaic Modules r�r Mechanical load was tested using 60 Cell Canadian Solar Modules model CS6P with 40mm Other Ratings frame height and maximum span of 48 inches using 4 inch and 6 inch TileTracror FastJack posts with 1-1/2 inch tall RoofTrac rail. And maximum span'of 72 inches using 4 inch and 6 inch TileTrac or FastJack with 2-1/2 inch tall RoofTrac rail. ' r} ProSolar® UL2703 Bonding and Class A Fire Rating :Page 4 of 4 eo 16.3.15 (1 -Jan -13) Mandatory 4, • t VINC1 .& ASSOCIATES c�lrucfura/ �a_gmeers t October 21, 2017 �f 'Chico Electric 6UTTE COUNTY DEVELOPMENT SERVICES " REVIEWED FOR 36 W. Eaton Road CODE COMPLIANCE _ Chico, CA" 95973 DATE--/-;:- Subject: ATE_ Subject: Review of m nimum footing requirements Project: (580) Module Photovoltaic; Groundmount Installation (5 Arrays)_: Gorrill Ranch Storage ' . 7935 Midway; Durham,, CA 95938 V&A Project]No. 12-3457 ' The purpose of this re ort.is to provide a sites specific analysis of the minimum footing P P P Y 9. requirements for the photovoltaic array groundtrac:installation at 7935 Midway in Durham, CA 95938. Based upon our review of`-he 5 Photovoltaic Arrays, installed 4.modules high and 29 modules wide. The PV Array shall have a transverse spacing of approximately 5.58 feet on center and a longitudinal spacing of 8.80 feet maximum. Based upon a wind speed of 100 mph, Exposure C _t was determined that the minimum required footing depth is •30 inches minimum below rade for the front footing and 36 inches minimum below grade for the rear footing fir a'1 2 inch diameter pier footing. The footing sizes are ' based .upon the worst case loading due to horizontal and vertical wind :loading. Refer to attached calculatiDns and details for additional. information. Our professional services - ve been performed using the degree of care and skill ordinarily exercised under similar r mstances by reputable engineers practicing in this locality. No other warranty, e e _ or implied, is made as to the professional options included in this report. We h hi ov. des you with the information you need at this time. Please call us ' if you have qu ions regarding this report. �FEss/ Sincere) S R�cw�o ' VINC & SOCIATES ? z No. S4411 o� Exp. 12/31/17 TRUCTURP�"��a�* ' a R. ncr, S.E. F OF, cAv�F� S is n e No. S-4411 175 E. WILBUR ROAD, STE 103 THOUSAND OAKS, CA 91360 ' p 805.496-2100 ,f 805.496-2442 'L-"Vinci@vin6ise.com ' DATE: 10/21/2017V 1 N,' C I $c: ASSOCIATES SHEET: • Al PROJECT: Gorrill Ranch Storage C31ruclura/ 6nglneers X08 NO.: 12-3457 ' 7935 Midway. '. 175 E: WILBUR ROAD, STE 103. • THOUSAND OAKS, CA :91360 ENGR.: SRV Durham, CA 95938 P 605.496.2100 - f 805.496.2442 • e vi nci@VinciSE.com NT: Chico Electric DESIGN: DATA :.:. .. 'WIND DESIGN CRITERIA: BASIC WIND SPEED _ 100 mph (ASCE 7-10:..Risk Category 1 per Table 1.51 & Figure. 26.-17-IC) ' WIND EXPOSURE = C. GROUND SNOW LOAD. 0 psf. SOLAR MODULE ARRAY DATA , Sloped Dimension of Array = 16.4 in Angle of Array = 30 degrees Slope of Array: _ . 6.00 :12 No. of Modules in Transverse Direction 4 No. of Modules in Longitudinal Direction _ 29 Total No. of Modules in Project = 580 Transverse Post Spacing = : _ 5.58 ft ' Longitudinal Post Spacing _. :880 ft Number of supports - Transverse Direction _ 2 - Diameter of Pier Footing = 12 in Number-of Arrays _ ,, 5 - Array:tlniform Load .'..2 8 'psf ' SOIL DESIGN CRITERIA (Based upon Chapter 18 of CBC) Allowable Soil Bearing Pressure = 1500 psf Allowable Soil Lateral Bearing = 200 pcf, Allowable.Shaft Skin Friction / Cohesion , _ 1 1. f 130 pcf Gorrill Ranch Storage 4 j ® PAGE : A2 PROJECT:115-3457 AA_ CLIENT: 7935 Midway, Durham CA 95938 ESIGN BY : JRV JOB NO.: r .' DATE : 10/21/17 EVIEW BY: Wind Analysis for Open Structure (Solar Panels) Based on ASCE 7-2010 j 201110121C INPUT DATA ; Exposure category (B, C or D) ` } _ Importance factor, 1.0 only, (Table 1.5-2) I = 1,00 s Basic wind speed (ASCE 7-1026.5.1) V = 100 mph •` • u - ` Topographic factor (26.8 & Table 26.871) K_ n , = _ 1.00 Flat slope J Pa Height of mean roof "• • • ;"r' � •• h y = 5 ft : - 2 Roof slope t 6.00 : 12 a < Roof length L, r = 10 ft Roof horizontal projected width B _ ' 10 ft Effective area of component /cladding A - ' _ 10 ft' DESIGN SUMMARY., 1. Main Wind -Force Resisting System, Max horizontal force / base shear from roof = . 1.52 kips-,. ;• +r---0-175kips (eave & columns increasing) E 1.68 kips Max vertical download force _ 3.05 kips 4 ` Max vertical uplift force ,' = 2.65 kips Max moment at centroid of base from roof' f = 10.65 ft -kips I + F 1.07 ft -kips (eaJe & columns increasing) E 11.72 ft -kips 2. Component and Cladding Elements Max inward pressure+ = 75 psf ' Max net outward pressure, 74 psf ANALYSIS Velocity pressure qh = 0.00256 Kh Kv Kd VZ = 18.50 psf where: - qh- =. velocity pressure at mean roof height, h. (Eq.28 .3-1 page 298 & Eq. 30.3-1 page 316) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 28_.3-1, pg 299) . • = 0.85 Kd'= wind directionality factor. (fab. 26.6-1, for building, page 250) _ '0.85 h = height of mean roof = 5.00 ft Main Wind -Force Resisting System (Sec. 27.4.3) p=ghGCN , F=pAr where: G = gust effect factor. (Sec. 26.9) !' =0.85 6 = roof angle , ' 26.57 degree -. < 45 deg. [Satisfactory] A, = roof actual area. _ ; 55.9 112, windward _ .55.9 ft2, leeward r� CN = net force coefficients. (Fig. 27.44, page 267) Check Fig. 27.4-4 limitation : h / B =, 0.50 within [0.25", 1.01 [Satisfactory] WIND TO BOTTOM, = 00 WIND TO TOP,. = 180° �0 CLEAR FLOW' OBSTRUCTED 'CLEAR FLOW OBSTRUCTED CASE Crm, Crn CW CM�+' CNw 'Cr'n.. CNw Crn . ;A -1.66 -1.71. -1.50 -1.75 .1.92 1.96 0.55 ' -1.00 s =26.14 -26.86 -23.58 % -27.58 30.14 30.86 8.71 -15.72 26.57. F ki S •'-1.46 -1.50 -1.32 ` -1.54 1.68 1.72 0.49 -0.88 B �-2.45 -0:41 -2.30 -1.01 2.42 � 0.86 • 1.46 0.05 s • -38.58 ' -6.42 -36.16 -15.85 38.00 • 13.56 - 22.99 0.85 ' • F (kips) - . -2.16 -0.36 -2.02--0.89 - 2.12 -0.76 1.29 0.05 DATE:.:.. 10121/2017 .V I N C : I & ASSOCIATES SHEET: A3 • PROJECT: Gorrill Ranch Storage 51n,ch ral (ing veers . - JOB NO.: 09-3457 7935 Midway 175 E. WILBUR ROAD, STE 103.• THOUSAND OAKS, CA 91360 ENGR.: JRV Durham, CA 95938 p 805.496.2100 • f 805.496.2442 a vinci@YnciSE.com CLIENT: Chico Electric ' FOOTING DESIGN - PV Sloped Dimension: 164 in TYPICAL ARRAY PV Array Angle: 30 degrees Post Spacing: 8.80 ft ' No., of Supports: 2 Footing Diameter (d): 12 - in MAXIMUM VERTICAL FORCE: 3.05A / (10.0 x 10.0 ) = 30.50 psf x 0.6 = 18.30 psf ' MAXIMUM UPLIFT FORCE: 2.65 k / (10.0 x10.0 ) = 26.50 psf x 0.6 = 15.90 psf ASD Factor GROUNDTRAC SYSTEM CAST INTO EARTH ' Maximum Vertical Load: (Worst Case: DL+ Wind) .P= .18.30' psf + 2.8 psf DL + 0 psf snow - 21.10 psf P = 21.10 psf x.( 142 " /12"/ft) x ( 105.6 " /12"/ft) = 2197 lbs for 2 Supports ' P = 1099 lbs/footing Try 12" diameter footing Soil Bearing= 1099 / (p x 0.50) _ .1399.6 psf << 1995 psf ' 1500. psf x 1.33 (CBC Table 1806.2) Maximum Uplift Load: Therefore 0. K. P = 15.90 psf - . 2.8 psf DL 13.10 psf P = . 13.1 psf x ( 142 " /12"/ft) x.( 105.6 " /12"/ft) _ 1364 Ibs for 2 Supports 1 •P=' 682 lbs/footing . Try, 12" diameter x 30'` footing Allowable Uplift= Concrete DL + Soil Cohesion ( 130 psf x 1.33) per CBC Table 1806.2 ' [ (7>: x (d/2)2) x.150 pcf x 2.5 ft ] + [ (7I x d) x 2.54 ft x 172.9 psf] = 1678 lbs Design Ratio = ( 1,678 lbs / 682 lbs) = 2.5 Therefore O.K. ' ' DATE: 10/21/2017 V I N C I` 8i ` A S S O C I A T E S_ . 'SHEET: A4 PROJECT: Gorrill Ranch Storage` .° ,f cSlrUcfura/ �nyneers . JOBNo.:` 09-3457 ' 7935 Midway. 175 E. WILBUR ROAD, STE 103;* THOUSAND OAKS, CA 91360- ENGR�: JRV - Durham; CA 95938 P 805.496.2100 f 605.496.2442 a vinci@VinciSE.com _ IDENT: Chico Electric ` v _ • .14 -DESIGWOF PIER FOOTING &POST CHECK"'='-.FR0NTj,,"POSVt1. 1. WIND Post Spacing:. 8,80 ft Number of Columns: 2 Horizontal Load: 10.1 psf f' -� Exposed wind surface- 3 ft' '-DESIGN !BASED UPON" NON -CONSTRAINED' CBC ,FORMULA:` (CBC Section 1807.3.2.1) .s d = (A/2) (1 + ( 1 + 4.36h/A) )^.5)) A (2.34 *.P) / (S1-* b)' 1 P P - ;911 , '_:.lbs = 10.1 psf x 8.8 ft x,3.ft / 2 columns ' w h 3:08 ft (Average Height) ' S1 266 ' • : psf/ft x (d/3) (includes 1.33 increase for wind) h b = . r = 112- • in, (diameter or, diagonal of square) 1 1 1 ,1 �i d 1 1 r GOVERNS >>> ,,Try d = S1 @( 1/3)d A Calc, d., (ft) (ps) (ft). 1. 547 141; 1.777 ; 3.49 1.79' :164' • .-1.528 3.`15 2.04 187> 1341 -2.90 2.29 210 1.195 2.69---, 2:54 233' 1.077 2.52 '- 2.79'R c .256 -' � 0. 81 .. ..2:37 L__2 GOVERNS >>> Try'd q •A DATE: 10/21/2017 + VA N C I & A S' S O C I T E S SHEET: A5 PROJECT:, Gorrill Ranch Storage i� . ' " ,,"i'" C31r1cl-r1il �nytneers s t _ JOB NO.: 09-3457 r7935 Midway `,' 175 E. WILBUR ROAD, STE 103 .THOUSAND OAKS, CA 91360 ENGR.: JRA/ F Durham, CA. 95938 r p 805.496.2100 • f 805.496.2442 ••e vinci@VinciSE.com , *ENT: Chico Electric r DESIGN' OF PIER FOOTING &POST CHECK • � , r;Zt' REAR cPOSTWIND '183.. 1.3681". r Post-Spacing':8.80 ' ft u Number of Columns':' 2 ±1.216 Horizontal Load: ' 10.1 psf 2.25 rExposed wind surface 3' -ft ,. - '-DESIGNSBASED-UPON-NON-CONSTRAINED CBC FORMULA:;,: r(CBC Section 1807.3.2.1). 2.5 d'= (A/2) (1'+'(•1 + (4:36h/A) )^.5).). , r4 A. = (2.34 ".P) / (S1 *;b)'. 3.34 • "2:75 .f 252 0.995:�- ' P' _ {.111 ;lbs•, =10.1 psf x'8.8 ft x 3. ft / 2 columns r r 0.912 h 6.28 ft (Max Height) ` 298• , 0.8 2 � ' • ' •" S1 •- 266 " psf/ft x (d/3) . - (includes 1.33 increase for wind) h ti 4:* '•12 in ; ; ` (diameter or diagonal of square) ' L__2 GOVERNS >>> Try'd q :81 @(1/3)d-.- A Calc 7 d.' • (ft) , (psf) (ft) 2 '183.. 1.3681". 3:82 u ±1.216 2.25 206 - 3,56 2.5 '229 1.094 3.34 • "2:75 .f 252 0.995:�- 315 f 3 '475. r 0.912 ; '. 3.00 `' • 3.25 298• , 0.8 2 � • •.2.86 0 r SUNNY TRIPOWER `1-,2000TL-US`/. 15000TL-US 20000TL-US / 24000TL-US `3.booOTL-U S1.1 ' Design flei ibility, Sysiem Aiiency Enhanced safety Future -proof. • 1000 V DC or 600 V DC_ 98.0% CEC, '-'98.6 % Peak •• Integrated DC AFCI ` . •Complete grid management feature set • • Two independent DC inputs ' 1000 V DC increases system • Floating system with all -pole • Integrated Speedwire, WebConnect, • 15° to 90° mounting angle range efficiency ° sensitive ground fault protection ModBus interface • Detachable DC Connection Unit • OptiTra_ c Global Peak MPPT, , ' {' • Reverse polarity indicator in , • Bi-directional Ethernet communications t t to combination with Connection Unit • Ufilityinteiactive controls for active and f reactive power SUNNY TRIPOWER`12000TL-US / .15000TL-US 20000TL-US /-24000TC-US /,30000TL-US The ultimate solution for decentralized PV plants, now up to 30 kilowatts + . The world's best-selling three-phase PV inverter, the SMA Sunny Tripower TL -US, is raising the bar for decentralized commercial . i PV systems. This three-phase, transformerless inverter is UL listed for up to.1000 V DC maximum system voltage and has a peak efficiency above 98 percent, while OptiTrac Global Peak minimizes the effects of shade for maximum energy production. 'The Sunny Tripower delivers a • future -proof solution with full grid management functionality, cutting edge communications and • ' a9 y advanced monitoring. The Sunny Tripower is also equipped with all -pole ground fault protection and integrated AFCI fora safe, c, S7M• reliable solution. It offers unmatched flexibility with,a wide input voltage range and two independent MPP trackers. Suitable for .1 bothboth 600 V DC and 1,000 V DCrapplications, the Sunny Tripower allows for flexible design and a lower levelized cost of energy. ' ~bimpo�' www.SMA-America.com Technical data Sunny Tripower Sunny Tripower Sunny Tripower Sunny Tripower Sunny Tripower i i i i 12000TL-US 15000TL-US 2000OTL-US 24000TL-US 3000OTL-US <• � b — Input (DC) Max. usable DCc ower C� os w T . P f__=- I — _ _ 12250 W 245_ 15300 W 20400 W 00 W 30800 W Max. DC voltage Rated MPPT voltage range ' 1000 V 306 V...600 V ' _ -*1000V '1000V ' 16_00 V- _ 300 V...800 V 380 V...800 V 450,V . 800 V 1000 V 500V 800 V • MPPT operating voltage range _ 150 V...1000 V 150 V...1000 V 150 V ..1000 V 150 V., 1000 V _ 150 V ..1000 V Min. DC voltage / start voltage _ 150 V / 188 V _ - 150 V /.188 V 150 V / 188-V _ 150_V / 188 V _- 150V/ 188 V Number of MPP tracker inputs 2 2 2 2 --2- Max. input current /per MPP tracker input- 66 A /-33 A 66 A / 33 A 66 A / 33 A 66 A / 33A _ 66A/33A Output (AC) AC nominal power - 12,000 W 15000 W 20000 W _24000 W 30000 W Max. AC apparent power 12000 VA 15000 VA 20000 VA 24000 VA _ 30000 VA Out ul- _hases line connections P P I- - - 3 3 N•PE / - - - 3 3 -N -PE, 3 -PE -/ Nominal AC voltage 480 / 277 V WYE 480 / 277V WYE, 480 V Delta AC voltage range - _ - 244 V...305 V Rated AC grid frequency, - - - ,_ _ 60 Hz AC grid frequency / range 50 Hz, 60 Hz / -6 Hz...+5 Hz Max. output current_ _ 14.4_A 18A i 24A 29A 36.2 A Power factor at rated power / adjustable displacement 1 0.0 leading ... 0.0 lagging Harmonics <3% - - - Efficiency Max. efficiency, / C- EC efficiency 98.2% / 97.5% 98.2% / 97 5 / _ I, 98.5% /_97.5% 98.5% / 98.0% '98.6% / *98._0_% Protection devices DC reverse polarity protection • • • • • Ground fault monitoring / grid -monitoring. • • • • • All -pole sensitive residual current monitoring unit • • • • • DC AFCI-compliant to UL 16998 • �. • -0 _ • AC short circuit protection • • _ • • • Protection class / overvoltage category _ _ I / IVI /, IV_ I / IV I-/ IV _ I / IV General data Dimensions (W-/ H / D) in mm (in) _ _665/650/265 (26 2 /-25 6 /10.4). - Packing dimensions (W / H / D) in mm (in), 780 /_790 /-W -( 30.7 / 31.1 / 15.0) Weight - 55 kg (121 16s) - Packing weight - - -61 kg(1 -4.5 lbs) Operating temperature range - - -25'C...+60*C Noise emission (typical) / internal consumption at night _ 51 dB(A) / 1 W _ Topology Transformerless - - - _ Y 3• Cooling concept/ electronics protection_ rating - _ OptiCool / NEMA 3R ; Features N Display LED indicators Status Fault Communication - • Interface: RS485 / Speedwire, WebConnecl O/•_ Data interface: SMA Modbus / Sun$pec ModBus _ •/• - s x Mounting angle range 15°...90° F Warranty: 10 / 15 / 20 years 0/0/0 Certifications and approvals Ul 1741, UL 1998, UL 16998, IEEE 1547, FCC Part 15 (Class A & B), CAN/CSA C-2.2 107.1.1 _ _ NOTE: US inverters ship with gray lids. Data at nominal conditions. 'Suitable for 600 V DC_ max. systems "Preliminary data g • Standard features O Optional features - Not available Type designation STP_12000TL•US-10 STP 15000TL-US•10 STP 2000OTL•US-10 STP 24000TL-US-10 STP 30000TL-US10 Accessories ` RS485 interface Connection Unit DMd85CfiUS10 ��' CU IOOOLSIO SMA Cluster Controller CLCON-10 g E ,—rte a f� -----------------------------� ---------- �—Efficiency curve SUNNY TRIPOWER 3000OTL-US r -----------r eE ; =g r ----------------------- r � o L r r r r i i � i e = `o 83 gr y i i i i T I � Y� i �I � sr <• � b — 0.0 0.2 0.4 0.6 0.8 1.0 —I Output power/ Rated power _ --------------------------------------- ., JHe REC TWINPEAK 2 SERIES PREMIUM SOLAR PANELS" 100% MADE IN SINGAPORE REC TwinPeak 2 Series solar panels feature an innovative design with high panel efficiency and power output, enabling customers to get the most out of the space used for the installation. Combined with industry-leading product quality and the reliability of a strong and established European brand, REC TwinPeak 2 panels are ideal for residential and commercial rooftopsf worldwide. INTEGRATED MANUFACTURING IN SINGAPORE O WAFERS CELLS MODULES RE[ TWINPEAK ,F�c+�c1F;c 4a an„ 2 SERIES _ -28[1.1) 910[35.81 382.5[5.051 _ -45 44.6°C (±2°C) El C07 900900( v -0.36-/./"C Temperature coefficient ofVoc -0.30%/°C o I: 0.066%/°C N c 1130.2 ..........,........_....:.......,................................,.......,..........._ 31.7 31.9 32.1 n (0.43 *0.81 anti -reflective surface treatment iT TFFZ ... 8.84 8.95 9.05 9.14 r 20.530.5 I Backsheet:resistant polyester Highly P Y polyolefin construction [0.78 *0.081 `_1200[471- 11200 [471 - 38.4 38.6 38.8 39.0 39.2 - 4511.51 ......38[1.51 Measurem mi -111) , RM EFFICIENCY 10 YEAR PRODUCT WARRANTY 25 �{ YEAR LINEAR POWER OUTPUT WARRANTY 1Ty*PREF US IMPORT DUTY FREE Nominal operating cell temperature (NOCT) 44.6°C (±2°C) Temperature coefficient of PMP, -0.36-/./"C Temperature coefficient ofVoc -0.30%/°C Temperature coefficient ofI,c 0.066%/°C Nominal Power-PMPP(Wp) 275 280 . 285 290 295 300 Cell type: 6strings of20RECHCmulticrystal)inePERC ............................................_........._...... ,. - Watt Class Sorting -(W) -0/+5 -0/+5 -0/+5 -0/+5 -0/+5 -0/+5 Glass: 0.13"(3.2 mm) solar glass with ,.........."a-'........................._............................................_..............,................,.., NominalPowerVoltage VMPP(V) 31.5 ..........,........_....:.......,................................,.......,..........._ 31.7 31.9 32.1 32.5 anti -reflective surface treatment ............................._......................._............................:..................._.....,......................_..................- Nominal Power Current - I (A) 8.74 .....«....._.................................MP?......................................._.......�..:........:..........._..... ... 8.84 8.95 9.05 9.14 9.24 .... Backsheet:resistant polyester Highly P Y polyolefin construction Open Circuit Vol?age-Voc(V) _• 38.2 38.4 38.6 38.8 39.0 39.2 Frame: Anodized aluminum ................... ........_................._...._......... Short Circuit Current-l,C(A) 952 ,................................:......_............,......._.....,............_..._ 9.61 9.66 9.71 9.76 (Available in silver or black) .....Y(o.�...... ................................... Panel Efficienc /0 1...5 ............................._......................._.........................._..---.............._ 16.8 17.1 17.4 17.7 .9.82 18.0 Junction box: IP67 rated, 3 -part with 3 bypass diodes ..._.................... ...... ....................................... .:..... _16 ........................................... ._...17 .................................. :.................................. _8.0 12AWG(4mm2)PVwire,35"+47"(0.9m+1.2m) Values at standard test conditions STC (ainnass AM 1.5, irradiance 1000 W/m=, cell temperature 2S"C). At low irradiance of 200 W/M2 (AM 15 and cell temperature 25*C) at least 9S% of the STC module efficiency will be achieved. Connectors: Stdubli MC4 PV-KBT4/PV-KST4, 'Where xxx indicates the nominal power class (PPS at STC above, and can be followed by the suffix BLK for black framed modules. 12 AWG (4 mm2) Origins: Silicon: Made in USA & Norway f ELECTRICAL DATA @ NOCT - Product Code*: RECxxxTP2 Wafer/Cell/Module: Made in Singapore MAXIMUM RATINGS Nominal Power-PMPP(Wp) 206 -................. _............ ... ........._._.......... ... _.................,................ 210 1, 214 218 223 ...... _....... ..:_._......................................................... ......... ..............._ 226 Operational temperature: -40...+185'F(-40...+85°C) Nominal Power Voltage-VM„(V) 29.2 29.4 1 29.6 29.8 30.0 30.1 Maximum system voltage: 1000V _M Nominal Power Current IMPP(A) 7.07 _....._................_._....._........._._._................._.._..:...,_...:_............._....._.:...-...,................:_ ......_,.............. _.... _..... _......... .:.............. _............. .....�. 7.15 7.24 7.32 7.43 7.51 Design Loads: ^ -- (+) 75.21bs/ft2 (3600 Pa) Open Circuit Voltage -Voc(V) 35.4 �:.__:.._........,_ 35.8 36.0 3 1...... 363 33.4 lbs/ft2 (1600Pa) _.....__....:........__.' ..,35.6 ,_ Circuit Current-15t(A) 7.52 .................... .... ..... _.......... I........,..............,..... ....... 7.59 768 7.75 7.85 _.. 7.91 R Refer toinstallation manuaShort .......-nal-.......-t-i-n..................._...N-O-......_....._..............__.........._.......,_...._..........._....._.........._..................:.........._-------------__---- NominaloperatingcelltemperatureNOCT(800W/m2,AM15,windspeedIm/s, ambient temperature20"C). Max series use rating: A - *Where xxx indicates the nominal power class (P,� at STC above, and can be followed by the suffix BLK for black framed modules. Max (ever5ecurrent: 20A m CERTIFICATIONS MECHANICALDATA0 UVE C�� C E. 10 year product warranty 25 year linear power output warranty. Dimensions: 65.9 x 39.25 x 1.5 (1675 x 997 x 38 mm) o C us Area: 1798ft2(1.67m2) (max.degressioninperformanceof0.7%p.a.from97%after o UL 1703, Fire classification Type 2; IEC 61215,IEC61730, the first year) Weight: 40.8 lbs (18.5 kg) o IEC62804(PID).IEC 62716(Ammonia), IEC 61701 (Salt Mist level 6), IEC 60068-2-68 (Blowing Sand), 15011925-2 (Class E) See warranty conditions for furtherdetails. z 1509001:2015,IS014001:2004, OH5AS18001:2007 Notel Specifications subject tochange without notice. Qc 3E RCC . ° i` www.recgroup.com s n BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction Building permit will not be issued until completed plan submitted APN: gs -70(1 — p 1 Building Permit # Owner Name: e)fA if C/U7`ic AISIr Submit completed form in person or by mail or fax to: Butte County Development Services- Buildina 7 County Center Drive Oroville, CA 95965 Phone: (530)538-7601 Fax: (530)538-2140 Owner Mailing Address: B OX 4fo0 7, ! ,0.XAA& i, to q5q 19 Owner Phone: ( ) Jobsite Address: `%� 3� IMfD!ftI" T bQ ICIL I Project Sq. Ft Project Typ onstruction I Demolition Jobsite Contact: Company: 0,54/GD 6!72LMC Jobsite Phone: (m) Brief description of project: (0ft57 UC;rt6A) er By signing below, I acknowledge that I am responsible for complying with the requirements of Ordinance 2006-3925 (Chapter 31, Article VII) related to recovery of construction and demolition debris and the lack of compliance may result in delayl4 n issuance of building/demolition permit(s), hold on final inspection(s) and/or penalties. Applicant: (Owner / Contractor) Signature: _ (Circle) Date: -/'7 •:1 MATERIAL 1 Reuse Recycle Dispose FACILITIES/SERVICE PROVIDERS TO BE USED 3 Inert Material (Concrete, asphalt) YJU aST� . Lumber. O Plant/Tree Debris Dry Wall Metal m RAA 6 Cardboard 0 U Other: Other: r Recovery Plan approved: Date: (Building Division) Please refer to the Butte County online Recycling Directory for local recycling service providers at:www.RecycleButte.net. _ B`Ut-:ount'�'J: v F, ©ID A_ _ PROJECT SUBMITTAL,,GUIDELINE:ACALGREEN CODE! Newly constructed buildings:on new -or exlstingsites shall comply.with •Title 24, Part11, California Green Building Standards (CALGreen Code) Chapter 5:Additions to'existing- bu' iidings, newly constructed landscape work and rehabilitated landscape;work shall cornply,With-.CALGreen Code, CFiapter 5, Section 5.304:6. Projects submitted to DSA for review, as a single project - r'in a series of increments, must comply witli the.CALGree'n .Code. For purposes of the Title 24, Part 6, California. Energy Code (Energy . :Code), the application of,standards shall-be.in accordance WR4 Ene-rgy^Code; Table 100:0-A'. DSA Review for CALGreen'Mandaton/ Measures :`' The CALGreen ompliance review Is limited^to the mandatory measures, listed in Chapter 5 Chapter AS is an appendix with voluntary measures provided as a guideline to further encourage green building - ,design.practice's. For mandatory Commissioning reoU,irements refer. to the Energy Code Section 126.8". :Note that the ;measures outlined in,the�CALGreen_ ,Code, Chapter,5;,Sectiol 5.410.2 for Commissioning and Section_ 5.410.4 for Testing and Adjusting are not mandatory standards for schools and community, -colleges; however, these additional verification practices are encouraged and recommended to ensure performance,comfort, SySt6rn durability, reliability''indoor air quality, and.effiClency: Attachment,1 - 2016 California Green Building Standards Code Application Mathx Note: Each of the following, measures is an excerpt from t_he.CALGreen Code; for, the complete text, consult the 2016 Title 24,. Part 11r. California Green -Building Standards Code: f ,rt r - . ,, .• ...i A DSA Project Submittal Guideline is a compilation of recommendations based on Code, referencedstandards, DSA USP documents, and DSA practices. These guidelines are designed to give the design profession helpful information and insight into the DSA project application, submittal and review processes. Guidelines are provided by DSA in support of the USP goals of giving stakeholders.the information they need in order to work smoothly with DSA and to help standardize practices among the four DSA Regional Offices. Compliance with a guideline does not assure:16t a .rojectls. complete or that it adheres,to the requirements of the California Building Standards Code (Title 24 of the Califomia Code of Regulations) or:all DSA requirements. Additional information may be required, ' depending on project complexity, or conditions. For complete submittal requirements see forms DSA -11 and DSA -3. , .. . r - • a , GL -4 (rev 03-10-17) ,. ;DIVISION OF THE STATE. ARCHITECT "DEPARTMENT OF GENERAL SERVICES 0 - Page 1 of 11 STATE OF CALIFORNIA f 1 ILA GL -4 (rev 03-10-17) ,. ;DIVISION OF THE STATE. ARCHITECT "DEPARTMENT OF GENERAL SERVICES 0 - Page 1 of 11 STATE OF CALIFORNIA f 1 DSA PROJECT SUBMITTAL GUIDELINE -4 CALGREEN CODE Attachment 1 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE Division of the State Architect — Structural Safety (DSA -SS) (CCR, Title 24, Part 11) APPLICATION MATRIX Mandatory. 'C'Iia .ter S. DIVISION 5.1 -PLANNING- AND DESIGN SITE DEVELOPMENT 5.106.4.2 Bicycle parking. For public schools and community colleges comply with Sections 5.106.4.2.1 and 5.106.4.2.2 5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two -bike capacity racks per new building. 5.106.4.2.2 Staff bicycle parking. Provide permanent secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.8 Light pollution reduction. Outdoor lighting systems shall be designed and Installed to comply with the following: 1. The minimum requirements in the Califomia Energy Code for Lighting Zones 1-4 as defined in Chapter 10 of the California Administrative Code; and 2. Backlight, Uplight and Glare (BUG) ratings as defined in IESNA TM -15-11; and 3. Allowable BUG ratings not exceeding those shown in Table 5.106.8, or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: 1. Luminaires that qualify as exceptions in Section 140.7 of the California Energy Code. 2. Emergency lighting. 3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6. 4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction. GL -4 (rev 03-10-17) Page 2 of 11 DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA DSA PROJECT SUBMITTAL GUIDELINE4 CALGREEN CODE APPLICATION MATRIX Mandatory Chapter 5 Note: See also California Building -Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. Table 5.106.8 Maximum Allowable Backlight,. Uplight, and Glare (BUG) Ratings 5.106.10 Grading and paving. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering . buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales. 2. Water collection and disposal systems. 3. French drains. 4. Water retention gardens. 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. .DIVISION '5.2 - ENERGY ;EFFICIENCY GENERAL 5.201.1 California Energy Code. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. New construction, additions, and alterations must comply with the California Energy Code. Refer to California Energy Code Table 100.0-A DIVISION :5.3 - WATER EFFICIENCY AND CONSERVATION INDOOR WATER USE 5.303.3 Water conserving plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water closets. The effective flush volume of all waterclosets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specifications for Tank -Type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals. 5.303.3.2.1 Wall mounted Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. 5.303.3.2.2 Floor mounted urinals. The effective flush volume of floor mounted or other urinals shall not exceed 0.5 gallons per flush. GL -4 (rev 03-10-17)' Page 3 of 11 DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA DSA PROJECT SUBMITTAL GUIDELINE4 CALGREEN CODE APPLICATION MATRIX Mandatory Cha ter 5 5.303.3.3 Showerheads 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate 1� of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specifications for showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the showerhead shall be designed to allow only one shower outlet to be in operation at one time. Note: A hand-held shower shall be considered a showerhead. 5.303.3.4 Faucets and fountains. 5.303.3.4.1 Non-residential lavatory faucets. Non-residential lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than 1.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash ' p fountains shall have a maximum flow rate of not more than 0.20 gallons per cycle/20 [rim space (inches) at 60 psi]. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 5.303.6 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code. GL -4 (rev 03-10-17) Page 4 of 11 DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA DSA PROJECT SUBMITTAL GUIDELINE4 CALGREEN CODE APPLICATION MATRIX Mandatory Chapter 5 . OUTDOOR WATER USE 5.304.6 Outdoor potable water use in landscape areas. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23; California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the. MWELO. 5.304.6.1 Newly constructed landscapes: New construction projects with an aggregate landscape area equal to or greater than 500 square feet. 5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet. /l DMSION 5A - MATERIAL -CONSERVATION: AND'RESOURCE EFFICIENCY WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 Weather protection. Provide a weather -resistant exterior wall and foundation envelope as required by California Building Code, Section 1403.2 (Weather Protection) and California Energy Code Section 150, (Mandatory Features and Devices), manufacturer's installation instructions, or local ordinance, whichever is more stringent. 5.407.2 Moisture control: Employ moisture control measures by the following methods: 5.407.2.1 Sprinklers. Design and maintain landscape- irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind -driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least four feet in depth. 2. The door is protected by a roof overhang at least four feet in depth. 3. The door is recessed at least four feet. 4. Other methods which provide equivalent protection. 5.407.2.2.2 Flashing. Installed flashing integrated with a drainage plane. A GL -4 (rev 03-10-17) Page 5 of 11 DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA DSA PROJECT SUBMITTAL GUIDELINE -4 CALGREEN CODE APPLICATION MATRIX Mandatory Chapler-5. DIVISION -SA - MATERIAL C—ON.S.e-,RVA.T,. -AN .9-S JKlEZIFFICIEN.CY, !ON. _.Q R _Q_ !J - . C CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5A08.1 Construction waste management. Recycle and/or salvage for reuse a minimum of 65 percent of the nonhazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance that is more stringent, submit a construction waste management plant that: 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on- site (source -separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 5A08.1.2 Waste management company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land -clearing debris. 2. Alternate waste reduction methods developed by working with local agencies If diversion or recycle facilities capable of compliance with this item do not exist. 3. 'Demolition waste meeting local ordinance or calculated In consideration of local recycling facilities and markets. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65 percent -minimum requirement as approved by the enforcing agency. GL -4 (rev 03-10-17) Page 6 of 11 DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA DSA PROJECT SUBMITTAL GUIDELINE -4 CALGREEN CODE APPLICATION MATRIX Mandatory Chapter 5 BUILDING MAINTENANCE AND OPERATION 5.410.1 Recycling by occupants. Provide readily accessible areas that serve the entire [� building and are identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption of Public Resources Code 42649.82 (a)(2)(A) et seq. will also be exempt from the organics waste portion of this section. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordinance for use by local agencies may be found in Appendix'A of the document at the CalRecycle's website. W- 411ON 5.5 ENVIRONMENTAL QUALITY- UALITYPOLLUTANT POLLUTANTCONTROL 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution corriponent openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. 5.504.4 Finish material pollutant control. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6. 5.504.4.1 Adhesives, sealants, and .caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, .adhesive primers, sealants, sealant primers, and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition ori the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene, and trichloroethylene), except for aerosol products as specified in Subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of Califomia Code of Regulations, Title 17, commencing with Section 94507. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT; TABLE 5.504.4.2 - SEALANT VOC LIMIT GL -4 (rev 03-10-17) Page 7 of 11 DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA DSA PROJECT SUBMITTAL GUIDELINE -4 CALGREEN CODE APPLICATION MATRIX Cha�ter 5 5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the. ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3, shall be determined by classifying the coating as a Flat, Nonflat, or Nonflat-High Gloss coating, based on its gloss, as defined in : Subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS 5.504.4.3.1 Aerosol paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.504.4.4 Carpet systems. All carpet installed in the building interior shall meet at [ least one of the following testing and product requirements: 1. Carpet and Rug Institute's Green Label Plus Program. 2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version1.1, February 2010 (also known as CDPH Standard Method V1.1. or Specification 01350) 3. NSF/ANSI 140 at the Gold level or higher. 4. Scientific Certifications Systems Sustainable Choice; or 5. Compliant with the Collaborative for High Performance Schools California (CA-CHPS) Criteria Interpretation for EQ 7.0 and EQ 7.1 (formerly EQ 2.2) dated July 2012 and listed in the CHPS High Performance Product Database. 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior a ryli . shall meet the requirements of the Carpet and Rug Institute Green Label 6� program. 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of i(j Table 5.504.4.1. I"-' 5.504.4.5 Composite wood products. Hardwood plywood, particleboard, and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted by the ATCM must meet the specified emission limits. as shown in Table 5.504.4.5. TABLE 5.504.4.5 - FORMALDEHYDE LIMITS GL -4 (rev 03-10-17) Page 8 of 11 DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA DSA PROJECT SUBMITTAL GUIDELINE -4 CALGREEN CODE APPLICATION MATRIX Mandatory Cha ter 5 5.504.4.6 Resilient flooring systems. For 80 percent of floor area receiving resilient flooring, installed resilient flooring shall meet at least one of the following 1. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program; 2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health 2010 Standard Method for the Testing and Evaluation Chambers, Version 1. 1, February 2010; 3. Compliant with the Collaborative for High Performance Schools California r (CA-CHPS) Criteria Interpretation for EQ 7.0 and EQ 7.1 (formerly EQ 2.2) dated July 2012 and listed in the CHIPS High Performance. Product Database; or 4. Products certified under the UL GREENGUARD Gold (formerly the Greenguard Children & Schools program). 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air prior to occupancy that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. Exceptions: 1. An ASHRAE 10 -percent to 15 -percent efficiency filter shall be permitted for an HVAC unit meeting the 2016 California Energy Code having 60,000 Btu/h or less capacity per fan coil, if the energy use of the air delivery system is 0.4 W/drn or less at the design air flow. 2. Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. , INDOOR MOISTURE CONTROL 5.505.1 Indoor moisture control. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1203 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures not applicable to low-rise residential occupancies, see Section 5.407.2 of this code. INDOOR AIR QUALITY ' 5.506.1 Outside air delivery. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the 2016 California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. r GL -4 (rev 03-10-17) Page 9 of 11 DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA DSA PROJECT SUBMITTAL GUIDELINE -4 CALGREEN CODE APPLICATION MATRIX Mandatory Chapter 5 ENVIRONMENTAL COMFORT 5.507.4 Acoustical control. Employ building assemblies and components with Sound . Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413 or Outdoor—Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as _ factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA -SS] For public schools and community colleges, the requirement of this section and all subsections apply only to new construction. 5.507.4.1 Exteriors noise transmission prescriptive method. Wall and roof -- ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1. Ld„ or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Ld, or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan; noise element. 2. Within the 65 CNEL or Ldp noise contour of a freeway or expressway, railroad; Industrial source or fixed -guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1 Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dBL,,-1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof -ceiling assemblies exposed to the noise source meeting a composite STC -rating of at least 45 (or - OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 Performance method. For buildings located as defined in Section (f 5.507.4.1 or 5.507.4.1.1, wall and roof -ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (L q-1 Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site features. Exterior features such as sound wall or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. GL -4 (rev 03-10-17) Page 10 of 11 DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA 0 J DSA PROJECT SUBMITTAL GUIDELINE -4 CALGREEN CODE APPLICATION MATRIX Mandatory Chapter 5 5.507.4.3 Interior sound transmission. Wall and floor -ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC rating may be found at the California Office of Noise Control website. OUTDOOR AIR QUALITY 5.508.1 Ozone depletion and greenhouse gas reductions. Install"HVAC and refrigeration and fire suppression equipment shall comply with 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs) Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons Install' HVAC,refrigeration and fire suppression equipment that do not contain Halons.. r • 3 GL -4 (rev 03-10-17) Page 11 of 11 DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA