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HomeMy WebLinkAbout017-300-026BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 4 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line (IVR) : 530:538.4365 (Cut off time for inspections is 2pm) Development Services cannot guarantee inspections on the date requested Office: 530.538.7601 Fax: 530.538.7785 www.ButteCountv.net/dds Permit No: B 16-2734 Issued: 12/8/2016 APN: 017-300-026 Address: 195 EAGLE NEST DR, CHICO Owner: TRENNER DENNIS L & LORA L REV Permit,,Type: SOLAR ROOF -RES Description: SOLAR ROOF RES - (13.52KW) Flood Zone: None SRA Area: Yes Front: Centerline of Road: Rear: SRA: Side: AG: Other: Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 131 Foundations / Footings 111 Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Setbacks 131 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test Underground/floor 404 Gas Piping Underground/floor 403 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 ,.Under, Floor Plumbing 412 Under Slab Plumbing 411 Blockin nde inin 612 Tiedown/Soft Set System 611 Do Not Install Floor Sheathing or Slab Until Above Signed Shearwall/B.W.P.-Interior 134 ShearwallB.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Manometer Test 605 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 153 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 4 -Way Rough Framing 128 Gas Piping House 403 Gas Test House 404 Shower Pan/Tub Test 408 Do Not Insulate Until Above Signed Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Swimming Pools Inspection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Swimming Pools Setbacks 131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite 506 Pre -Deck 505 , Pool Fencing/Alarms/Barriers I503 Pre -Plaster 507 Manufactured Homes Setbacks 131 Blockin nde inin 612 Tiedown/Soft Set System 611 Permanent Foundation System 613 Underground Electric 218 Sewer 407 Underground Water 417 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: . Insignia: Finals Public Works Final 538.7681 Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final "PROJECT FINAL / -rro)ect rinai is a uernncate of uccupancy for (Residential Only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Contractor _ Applicant SYNTROL PLUMBING HEATING & AIR SY 2120 MARCH RD STE A 2120 ROSEVILLE, CA 95747 RO 9167725813 916 LICENSED CONTRACTOR'S. DECLARATION... Contractor (Name) State Contractors License No. / Class / Expire SYNTROL PLUMBING , 728304 / C20 / 10/31/2018 Square Footage: SYN PLUMBING Building Garage Remdl/Addn MARCH RD STE A 0 0 0 SEVILLE, CA 95747 Other Porch/Patio Total 7725813 0 0 0 V•\1\VI\ / YVIVVLI\ VLV LAI\/'911V 1\ S I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 improve, demolish, or repair any structure, pdor to its issuance, also requires the applicant for the (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' in full force and ith Se - State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. + ,a y Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of ` X - - not more than five hundred dollars ($500).): Contractor's Signature Date BUTTE COUNTY ` ❑I, DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT - WORKERS' COMPENSATION DECLARATION • 24 HOUR INSPECTION (IVR)#:530.538.4365 . i • OFFICE #: 530.538.7601 FAX#:530.538.7785 I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ,. - A Cl 0,00 N I A •' www.ButteCounty.net/dds have and will maintain a certificate of consent to self -insure for workers' " ' - ` PROJECT INFORMATION' Site Address: 195 EAGLE NEST DR Owner: ' Permit No: B 16-2734 APN: 017-300-026 TRENNER DENNIS L & LORA ' Permit type: MISCELLANEOUS t. 195 EAGLE NEST DR Issued Date:. 12/8/2016 By JMD Subtype:, SOLAR ROOF -RES CHICO, CA 95928 Expiration Date: 12/8/2017 Descrintion: .S(Ii,AR ROOF RES - (13.52KW) I am exempt from licensure under the Contractors' Slate License Law for the following OccuDancv: Zoning: R_1 Contractor _ Applicant SYNTROL PLUMBING HEATING & AIR SY 2120 MARCH RD STE A 2120 ROSEVILLE, CA 95747 RO 9167725813 916 LICENSED CONTRACTOR'S. DECLARATION... Contractor (Name) State Contractors License No. / Class / Expire SYNTROL PLUMBING , 728304 / C20 / 10/31/2018 Square Footage: SYN PLUMBING Building Garage Remdl/Addn MARCH RD STE A 0 0 0 SEVILLE, CA 95747 Other Porch/Patio Total 7725813 0 0 0 V•\1\VI\ / YVIVVLI\ VLV LAI\/'911V 1\ S I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 improve, demolish, or repair any structure, pdor to its issuance, also requires the applicant for the (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' in full force and ith Se - State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. + ,a y Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of ` X - - not more than five hundred dollars ($500).): Contractor's Signature Date ` ❑I, as owner of the property, or my employees with wages as their sole compensation, will do U all of or U portions of the work, and the structure is not intended or offered for sale - WORKERS' COMPENSATION DECLARATION • (Section 7044, Business and Professions Code: The Contractors' State License Law does not. . apply to an owner of property who, through employees' or personal effort, builds or improves the I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ,. - property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the have and will maintain a certificate of consent to self -insure for workers' " burden of proving that it was not built or - compensation, issued by the Director of Industrial Relations as provided for by Section E]I improved for the purpose of sale.). 3700 of the Labor Code, for the performance of the work for which this peril is issued. Policy ' ' No. - I, as owner of the property, am exclusively contracting with licensed Contractors to ' construct the project (Section 7044, Business and Professions Code: The Contractors' State 0. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License compensation insurance carrier and policy number are: Law.). ' Cartier. NORGUARD , Policy Numb91 =7nnn97 Exp. C01 12017 ❑ I am exempt from licensure under the Contractors' Slate License Law for the following ❑reason: I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' X _ compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions.. Owner's Signature Date X _ I PERMIT APPLICANT DECLARATION Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST'OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. ' CONSTRUCTION LENDING AGENCY DECLARATION I hereby affirm under penalty of perjury that there is a construction lending agency for the` performance of the work for which this permit is issued (Section 3097, Civil Code). t Lenders Name and Address By my signature below, I certify to each of the following: I am L) a California licensed contractor or U the property owner' or U authorized to act on the property owner's behalf *. - I have read this construction permit application and the information I have provided is correct. agree to comply with all applicable city and county ordinances and state laws relating to building construction. I authorize representatives of this city or county to enter the above -identified property for inspection purposes. California Licensed Contractor, Property Owner' or Authorized Agent 'requires separate verification form "`requires separate - authorization form X, Names of Pormittnn min.ml Print nat. Lender's Name & Address. City State Zip FEE INFORMATION Total Fees- $447.00 Fees Paid: $447.00 Balance Due: (None) Job Value: $69,829.00 a r . 04 H Q Lu _jDo 3:o - Z Lf) . pp0) C) o W U U W w 0 p o �_jU?� 2CD2YZ 2 W U Q GENERAL _ INFOMATION UTILITY: PG&E, METER #:1007460022 0 PROPOSED ARRAY LOCATION j GENERAL NOTES ..MSP: EXISTING FEED: UNDERGROUND FED - MPU STANDARD: NOT REQUIRED, IF REQUIRED: NONE ARRAY ORIENTATION TILT PITCH QTY. AREA INVERTER MAKE & MODEL 1. ALL COMPONENTS SHALL BE UL LISTED AND CEC CERTIFIED, WHERE WARRANTED. FEED LOCATION: END FED 1 3300 110 2:12 , 19 329.35 SQ. FT. ENPHASE - SERVICE PANEL BRAND: -SQUARE D ` ROOF TYPE: S TILE, RACKING: IRONRIDGE XR-10 2. THE SOLAR PV SYSTEM WILL BE INSTALLED IN ACCORDANCE WITH ARTICLE 690 OF THE 2013 CEC AND 2013 CBC. 2 0 240 0 11 2:12 12 208.01 SQ. FT. 0000000 ATTACHMENT: QUICK SCREWS ADJUSTABLE HEIGHT S TILE HOOK M250602LLS22 MICRO INVERTERS 3. WHERE METALLIC CONDUIT CONTAINING DC CONDUCTORS IS USED INSIDE THE BUILDING, IT SHALL BE IDENTIFIED AS - "CAUTION: SOLAR CIRCUIT" EVERY.5FT. 3 o 150 ° 11 2:12 13 225.35 SQ. FT. a 660 11 ° 2:12 7 121.34 SQ. FT. ATTACHMENT SPACING: 72" ON CENTER t 4. A DC DISCONNECTING MEANS SHALL BE INSTALLED AT A READILY ACCESSIBLE LOCATION EITHER OUTSIDE OF THE w o BUILDING OR STRUCTURE OR INSIDE NEAREST POINT OF ENTRANCE OF THE SYSTEM CONDUCTORS AS PER SECTION PROJECT DATA 690.14 OF THE CEC. 5. HEIGHT OF THE INTEGRATED AC/DC DISCONNECT SHALL NOT EXCEED 6'-7" PER NEC CODE 240.24. ` PROJECT ADDRESS: 195 EAGLE NEST DR LOT 21 Bvrm 6. A GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH CEC 690.47 AND 250.50 THROUGH 60 AND 250-166 SHALL BE CHICO, CA, 95928 t COLD" PROVIDED. PER CEC GROUNDING ELECTRODE SYSTEM OF EXISTING BUILDING MAY BE USED AND BONDED TO THE SERVICE ENTRANCE: IF EXISTING SYSTEM IS INACCESSIBLE OR INADEQUATE A SUPPLEMENTAL GROUNDING ELECTRODE WILL BE USED AT THE INVERTER LOCATION CONSISTING OF A UL LISTED 8 FT. GROUND ROD WITH ACORN CLAMP. DRAWN OWNER: LEE HAMRE I DECNO' DEC NO O 8 GROUNDING ELECTRODE CONDUCTORS SHALL BE NO LESS THAN #8 AWG AND NO LARGER THAN #6 AWG COPPER'AND > BONDED TO THE EXISTING GROUNDING ELECTRODE TO PROVIDE FOR A COMPLETE SYSTEM. DESIGNER SIGNATURE 195 EAGLE NEST DR LOT 21 CHICO, CA, 95928 (530) 521-0100 •., - ��6 , - 7. PHOTOVOLTAIC MODULES ARE TO BE CONSIDERED NON-COMBUSTIBLE. =j , 8. PHOTOVOLTAIC INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING. MECHANICAL, OR BUILDING ROOF VENTS. DATE: CONTRACTOR: SYNTROL SOLAR ~2120 MARCH RD. #A ' .-_ROSEVILLE, CA 95747 _ SMOKE ALARMS IF NOT'ALREADY EXISTING ARE REQUIRED TO BE INSTALLED WITHIN A DWELLING WHEN THE VALUATION OF AN ADDITION ALTERATION OR REPAIR TO GROUP R-3 OCCUPANCY EXCEEDS $1,000 CRC R314.6. A. ON THE' CEILING OR;WALLS OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS r SHEET:, - ' --LICENSE.# 728304 PH. (916) 772-5813 ; • DESIGNER:. EMILIO GARCIA SYNTROL SOLAR '• 1 B. IN EACH ROOM USED FOR SLEEPING PURPOSES, IN EACH STORY WITHIN A DWELLING UNIT, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. ;`i•.D. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. SYSTEMS AND COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHAL LISTED AND APPROVED IN ACCORDANCE WITH CA CODE OF - VICINITY MAP �� ,a, •` � Grp► �` K 1 i M1 t yra" ` v. r ' . • . I u ` 4 , r' '�'� x ,,,;;_--^•�""� � ice" �/�; ; ��''# r * f '-,�F '"' ,.,-�%•-�+'Y y' J T �Y _�,-•�:., �.�..'.. i;' �. i � r , 'I 'k ' 2120 MARCH RD. #A ROSEVILLE, CA 95747 LICENSE # 728304 PH. (916)757-6661 �. ~SCOPE: INSTALL 13.52 KW DC 12.75 KW AC " ROOF MOUNT,SOLAR SYSTEM WITH 51 CANADIAN SOLAR CS6K-280M PV MODULES'AND 51 . M250 60 2LL S22 MICROINVERTERS *> APN: _ . ;. _,. 017300026000 LOT -AREA: 50,965 SQ FT. LIVING AREA - _3,885 SQ FT. REGULATIONS, TITLE .19, DIVISIO'N1 FOR PURPOSE FOR WHICH THEY ARE INSTALLED. . CARBON MONOXIDE.ALA_RMS IF NOT ALREADY EXISTING.ARE REQUIRED TO BE INSTALLED WITHIN A DWELLING WHEN THE VALUATION OF AN ADDITION, ALTERATION OR REPAIR TO GROUP R-3.00CUPANCY EXCEEDS $1,000 CRC R315.2 i >k1/,.,` ... __ , .. _ - - • �i' CARBON MONOXIDE ALARMS ARE REQUIRED AT THE FOLLOWING LOCATIONS: A. ON THE CEILING OR�WALLS OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS !` . =.B• ON EACH STORY,WITHIN A DWELLING UNIT, INCLUDING BASEMENTS., ' C. THE CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH THE REQUIREMENTS OF UL 2034. CARBON -' MONOXIDE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THIS CODE, THE CURRENT EDITION OF NFPA 720 "STANDARD FOR THE INSTALLATION OF CARBON MONOXIDE (CO) DETECTION AND WARNING EQUIPMENT" AND THE - MANUFACTURER'S INSTALLATION INSTRUCTIONS PER 2013 CRC SECTION R315.3. NEW SMOKE AND CARBON MONOXIDE ALARMS SHA - EQUIPPED WITH A 10 YE A ALL cA LL $E EQ ARB BATTERY. Y ' ------------------------- -C-10 SIGNATURE IF NEEDED): PV SYSTEM SUMMARY PARCEL -OUTLINE r �. SHEET INDEX CODE REFERENCES SYSTEM -SIZE:13.52 KW DC 12.75 KW_ AC 4 j '- PV=1:- GENERAL INFORMATION.. PV -2: SITE PLAN PROJECT SHALL COMPLY WITH.THE FOLLOWING.. APPLICABLE CODES: AREA OF INSTALL'ATION:884.05 SQ. FT. SOLAR LAYOUT j' CALIFORNIA CODE OF REGULATIONS, TITLE 24 .2013 CALIFORNIA RESIDENTIAL CODE (CRC) SOLAR MODULES: CANADIAN SOLAR CS6K-280MPV-3: PVA FRAMING PLAN TOTAL MODULE QTY.: 51 PV -5: SINGLE LINE DIAGRAM. ' a, It ' ^ + �" - ''' - t }e" r ` r �r •' I` ' IRAIL: . 2013 CALIFORNIA BUILDING CODE (CBC) 2013 CALIFORNIA MECHANICAL -CODE (CMC) 2013 CALIFORNIA PLUMBING CODE (CPC) 2013 CALIFORNIA ELECTRICAL CODE (CEC) 2013 CALIFORNIA ENERGY CODE 2013 CALIFORNIA FIRE CODE INSTALLATION TO COMPLY WITH ARTICLE 690 OF THE 2013 NATIONAL ELECTRICAL CODE,(NEC) I -=64.50"-•j ' . 38.70" ' l - , - J_ (MOUNTING HEIGHT- ABOVE ROOF SURFACE BETWEEN, 3" MIN 8 6" MAX) ' MODULE MAKE CANADIAN SOLAR PV -6: w SIGNAGE SCHEDULE _ MODULE MODEL, CS6K-280M PV -7: ELECTRICAL NOTES MODULE AREA 17.33 SQ. FT. MODULE WEIGHT 39.70 LBS - PAN:;' SOLAR PANEL C.S. OPEN CIRCUIT 37.70 VOLTS INV: INVERTER C.S. . MAX POWERPOINT V 30.60 VOLTS SHORT CIRCUIT A 9.23 AMPS RAILING C.S. MAX POWERPOINT A 8.66 AMPS MNT/ENG: MOUNTING/ ENG LETTER INVERTER MODEL M250 60 2LL S22 MAX DC INPUT V 48.00 VOLTS OTHER/BOM: (AS NEEDED) MAX AC OUTPUT A 1.00 AMPS MAP: QR CODES (INTERNAL USE) MAX BRANCH SIZE 17 PER 20------ FR r . 04 H Q Lu _jDo 3:o - Z Lf) . pp0) C) o W U U W w 0 p o �_jU?� 2CD2YZ 2 W U Q GENERAL _ INFOMATION 0 r, 0200000 s z s 8 z z¢ 0000000 w o DRAWN BY: REVIEW: EMILIO GARCIA PR ' DESIGNER SIGNATURE (IF NEEDED): DATE: 11/10/201E SCALE: SHEET:, PV_l 4 7 oX/ RAr,ni 11 E:C E7Af-%Mir� aao ^ n A� r -)f- ,r-.r,/1/1I 19 PV MODULES.FACING 330° AT 11,° TILT (2:12) 12 PV MODULES FACING 2400 AT 11 ° TILT (2:12) SCALE: 3/64" V-0" 109'-.7 3 /16 " 3/64" S H T I .. I EEl PV -20 . - GENERAL COMPONENTS KEY: " SYMBOL DESCRIPTION { ' 1. 2:12, 11 ° ROOF PITCH 2. 2X4 DF TRUSS AT 24" O.C. NEMA 4R JBOX0 Q j ' 3. S TILE ROOF _. 4. (51) CANADIAN SOLAR CS6K-280M PV 0 PIPE/HOOD VENT k 'moi:. ' MODULES - EMT CONDUIT Z ' Q _ 5. 51 M250 60 2LL S22 MICRO INVERTERS, ROOF DISCONNECT �..°,P t 6. QUICK SCREWS ADJUSTABLE HEIGHT S TILE N HOOK 7. IRONRIDGE XR-10 RACKING M250 60 2LL S22 MICRO INVERTERS 8. WEEB CLAMPS & LUGS FOR PV GROUNDING r p » PV MODULE ` r 'FIRE FIGHTER ., EEI ACCESS - (CRC)(R331.2.1) . CONDUIT SHALL MAINTAIN 14CLEARANCE FROM THE NEARESTfDGE.OF THE FRAMING MEMBER. ' MOUNTING SUPPORTS:SHALL BE, EVERY 10' AND WITHIN T OF'ALL CONNECTIONS. MOUNTING SUPPORTS SHALL NOT BE WOOD OR WOOD BYPRODUCTS. EXISTING SQUARE D. 200A MSP MAIN _ w"PV DISCONNECT yf uj UJ rl t - a =WeV,MQ •z ®� ' Tl ni 3 FT MIN JE 3 FT M I N -n , r ,. - • �� j 'SOLAR 3 -'FT' MIN LAYOUT D: (N)200A SO AR LOA CENTER . 3 ,FT M I N z _ �.._ _: W y H (1) 20A REAKER Z z z. z z z z O O O O O O Q ' ® ® z1 ITH (1) 20A EAKER ti N N N N N 0000000 WITH (1) 2 •BR AKER a � WITH (1) OA BRE ER o MDRAWN BY: REVIEW: • - _ j EMILIO GARCIA PR SOL LAYOU.DATE'11/10/201SCALE: l .^I - __ ' • I - t. .. ,. .__ _. - i ,- SHEET: ..1 V _3 1 r 2X4 DF TRUSS AT 24" O.C. IRONRIDGE XR-10 RAIL (TYPICAL) QUICK SCREWS ADJUSTABLE HEIGHT S TILE HOOK (TYPICAL) X AS PER FIELD CONDITIONS, ROOFING ATTACHMENTS MAY CHANGE BASED ON LOCATION, . BUT NO GREATER THAN 72" ON CENTER (TYPICAL) INSTALLATION METHOD TO FOLLOW MANUFACTURE SPECIFICATIONS (TYPICAL) i Load Calculations System Size 13.52IKW DC Manufacturer CANADIAN.soL_AR Module: CS6P-265P Wattaae 265 modules in, array Module weight - lbs. total Module weight RACKING lbs./module total racking weight -.Ibs. Total ARRAY weight module area total array area Lbs: / Sq. -Ft. (less than 5 - OK) number of vertical supports .Lbs. per support (less than 45 - OK) 1 0 1 51 39.7 17.33 884. 2. .R 23.( S TILE 2:12, 11 ° PITCH CANADIAN SOLAR CS6K-280M PV MODULES QUICK SCREWS 2X4 DF TRUSS S TILE HOOK AT 24" O.C. (SEE DETAIL) C: FRAMING CROSS SECTION SCALE: N.T.S. \ = • / PV MODULE IRONRIDGE XR-10 I RAIL — QUICK SCREWS S TILE HOOK N U Q UNo Y W�LnLnN _0 0)ti O F U) Q O WZUVrc") Lu W O� �CO2 = W V LY.Z Q Ln cyi rn 3" MIN & 6" FRAMING PLAN MAX BETWEEN ROOFING AND \ BOTTOM OF MODULES 1 S CONCRETE TILE 9 0 0 0 0 0 0 a 3 COURSE MASTIC N N W " W W W FLASH ING(MASTIC, 9 0 111 0 0 0 0 0 i WEBBING, MASTIC) W \ SHEATHING o e e e 2X4 DF TRUSS 5/16"x3" LAG w _ SCREWS DRA IE \I AT 24 O.C. / WN BY. REV N —_v-a—� � / EMILIO GARCIA PR FRAMING PLAN MOUNTING DETAIL DATE: SCALE: 5/64" = i' -o" 201 SCALE: 5/64" = 1'-0SHEET: 5 64" = " I SCALE: N.T.S. PV -4 I 2024.7 3'MIN86— MAX�P .�' 1 ' ROOFING AND BOTTOM OF MODULES 51.00 2075.70 17.33 884. 2. .R 23.( S TILE 2:12, 11 ° PITCH CANADIAN SOLAR CS6K-280M PV MODULES QUICK SCREWS 2X4 DF TRUSS S TILE HOOK AT 24" O.C. (SEE DETAIL) C: FRAMING CROSS SECTION SCALE: N.T.S. \ = • / PV MODULE IRONRIDGE XR-10 I RAIL — QUICK SCREWS S TILE HOOK N U Q UNo Y W�LnLnN _0 0)ti O F U) Q O WZUVrc") Lu W O� �CO2 = W V LY.Z Q Ln cyi rn 3" MIN & 6" FRAMING PLAN MAX BETWEEN ROOFING AND \ BOTTOM OF MODULES 1 S CONCRETE TILE 9 0 0 0 0 0 0 a 3 COURSE MASTIC N N W " W W W FLASH ING(MASTIC, 9 0 111 0 0 0 0 0 i WEBBING, MASTIC) W \ SHEATHING o e e e 2X4 DF TRUSS 5/16"x3" LAG w _ SCREWS DRA IE \I AT 24 O.C. / WN BY. REV N —_v-a—� � / EMILIO GARCIA PR FRAMING PLAN MOUNTING DETAIL DATE: SCALE: 5/64" = i' -o" 201 SCALE: 5/64" = 1'-0SHEET: 5 64" = " I SCALE: N.T.S. PV -4 I ENPHASE M250 60 2LL S22 WIRE MAIN SERVICE BUSS RATING: MICRO INVERTERS RATING: TAG # CONDUIT: QTY GAUGE: TYPE: GROUND GAUGE: GROUND WIRE TYPE:. g MPU STANDARD NONE NOT REQUIRED NOMINAL OUTPUT: MAX 1:OA @ 250 WATTSt 1 1" EMT 3 #4 AWG THHN,THWN-2 #8 AWG THHN,THWN-2 EXISTING SQUARE D 200A 240VAC MSP CONTINUOUS MAX RATING 1.0 X 1 BRANCH CIRCUIT OF 14 = 14.00A AC 1.0 X 1 BRANCH CIRCUIT OF 12 = 12.00A AC °EMT 1 = 2 1 3 #10 AWG THHN,THWN-2 #8 AWG THHN,THWN-2 200 X 1.2 (120%) = 240A 1.0 X BRANCH CIRCUIT OF 12 12.00A AC (3) TRUNK #12 AWG ENGAGE CABLE #8 AWG THHN,THWN-2 240 - 175 (MAIN BREAKER) = 65AMPS 1.0 X 1 BRANCH CIRCUIT OF 13 = 13.00A AC AVAILABLE FOR SOLAR 14.00 A X 1.25 = 17.50A 20A BREAKER E EXISTING WIRE 200A ENPHASE AC COMBINER BOX 12.00 A X 1.25 = 15.00A 20A BREAKER 70A BREAKER OKAY -• 12.00 A X 1.25 = 15.00A 20A BREAKER s X11' � NEW CONSTRUCTION AC COMBINER BOX TO BE SIZED FOR SOLAR LOADS ONLY MAX VOLTAGE: 13.00 A X 1.25 = 16.25A 20A BREAKER 240V AC 20A BREAKER & 20A BREAKER & AND RENDERED UNABLE TO ACCEPT OTHER LOADS. ° MAX SYSTEM WATTAGE: 20A BREAKER & MAX AMPERAGE: i R ENPHASE TRUNK CABLE INCLUDES #12 GROUND 51 MICRO INVERTERS X 250W = 12.75 KW AC 20A BREAKER 63.750A. 70A BREAKER OKAY NEW CONSTRUCTION ALL UFER GROUNDS NEED IRREVERSIBLE GROUND CRIMP. PG&E SINGLE LINE DIAGRAM EXISTING UNDERGROUND FED 200A SQUARED :. END FED 240VAC MSP Q -. - .. 111 U p N Y o .. 175A MAIN BREAKER 75 2 ^ r 14 CANADIAN SOLAR Z Cp 100 460022 (5) NEMA CS6K-280M PV MODULES w � r_ N D m o EXISTING LOADS A 4R I I 14 M250 60 2LL S22 Fn cn - c� o " 2 JBOX - I I EACH MODULE HAS ITS W W U co D: Z U 70A 240V 2-POLE BREAKER 70A 20 II OWN MICRO INVERTER W w O o MAIN PV DISCONNECTS �, INSTALLED FURTHEST AWAY II 2 CO Y Z FROM MAIN BREAKER 20 ;.. - '. _ 3 � ri rn 70A BREAKER PROTECTING 63.75A OF PV 1 20 . BACKFEED DUE TO LACK OF AVAILABILITY 65A BREAKERS. ENVOY ENVOY 12 CANADIAN SOLAR ENCLOSURE L20 CS6K-280M PV MODULES NEMA 4R cFci ©® I 12 M250 60 2LL S22 " (PVC) -; EACH MODULE HAS.ITS 2 i i OWN MICRO INVERTER S.L.C. 2 II 200A SUB - - f ". -- PANEL _ SINGLE -LINE -� DIAGRAM 12 CANADIAN SOLAR CS6K-280M PV MODULES 12 M250 60 2LL S22 EACH MODULE HAS ITS -� OWN MICRO INVERTER 0 0 0 0 0 0 0 d d ¢ ¢ 0: ¢ m II 3 . a s o. 0 0 o a r P 13 CANADIAN SOLAR - CS6K-280M PV MODULES w 13 M250 60 2LL S22 DRAWN BY: REVIEW: EACH MODULE HAS ITS EMILIO GARCIA PR II OWN MICRO INVERTER ' ' II I ., .� DATE: 11/10/201E SCALE: N.T.S SHEET: PV-5 .. ... .: ... F .: I ... .... ARRAY EMT LAB JUNCTION LABEL #2A/ -B BOX "TO BE APPLIED TO ALL, COMBINER BOXES AND, OR JUNCTION. #2A VV n � �UV�oPH0,70YOUTNAANC PHOTOV©LTAIC SYSTEM AC DISCONNECT OPERATING CURRENT: - OPERATING VOLTAGE:2TN 7= p O o 0 p "TO. BE' LOCATED AT POINT OF INTERCONNECTIO LABEL #3., .-#4, - - - - #7 ., AC OR DC'"TO BE -APPLIED TO ALL _COMBINER 'BOXES AND,. OR' JUNCTION. O nicrnnini�rT. .:SOLAR LOAD -CENTER "T BE LOCATED. AT AC DISCONNECT SUB PANEL _LABEL T (MIN-, RATING: 125A # BUSS) #6' #7- -,`,RENDERED UNABLE . TO :ACCEPT ADDITIONAL LOADS.. r ;. JUNG; I IUN IJUALb.l - ..TO ECT".• BE:PLACED INSIDE DG DISCONN „T0 BE :LOC.ATED AT DC ..DISCONNECT t: A NEC 690 53 _ 'O OE APPLIED TO ALL, COMBINER BOXES AND, _'OR . "TO BE PLACED AT N U wo Qo U� W��N�C) •0�N �cnQ�o uj olfZ i C) a _j.0 �:. 2 0 y2 e z Q <(-).CN a- m w �Q Lo M rn SIGNAGE SCHEDULE, I s 0 0 0 0 0 0 0 . •.. • v o::o :v v v � DEDICATED CIRCUIT "TO BE PLACED ON DEADFRONT AT DERATED o 0 0 0 0 BRAKER" (N.E.C. MAIN. BREAKER" w . 690.64(B,4,7) # "TO BE PLACED.INSIDE DISCONNECT" (N,.E.C. 690.18) TO BE LOCATED AT PRODUCTION METER:', DATE: 11/10/201. SIGNAGE SCHED'LE SCALE: KT.S i SHEET i i .. : PV -6 I ; �10LAR kWh LEETLE R D�O IV01T R_ELO�CATE TO BE LOCATED AT PRODUCTION METER:', DATE: 11/10/201. SIGNAGE SCHED'LE SCALE: KT.S i SHEET i i .. : PV -6 I ; o DRAWN BY: REVIEW: EMILIO GARCIA OR TO BE LOCATED AT PRODUCTION METER:', DATE: 11/10/201. SIGNAGE SCHED'LE SCALE: KT.S i SHEET i i .. : PV -6 I ABBREVIATIONS ELECTRICAL NOTES s A AMPERE 1) INSTALLATION SHALL MEET ALL APPLICABLE SAFETY AND PERFORMANCE STANDARDS ESTABLISHED BY THE NATIONAL ELECTRIC: AC ALTERNATING CURRENT CODE, THE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS, AND ACCREDITED TESTING LABORATORY SUCH AS UNDERWRITERS. AHJ AUTHORITY -HAVING- JURISDICTION LABORATORIES, AND WHERE APPLICABLE, RULE OF THE PUBLIC UTILITIES COMMISSION REGARDING SAFETY AND RELIABILITY, AS WELL AS MEET ALL UTILITY REQUIREMENTS. Q AZI AZIMUTH � BLDG BUILDING 2) DISCONNECT SWITCHES SHALL BE LOCKABLE, VISIBLE AND ACCESSIBLE WITHOUT OBSTRUCTIONS SUCH AS GATES OR FENCES. coNc CONCRETE 3) ALL MODULES WILL BE GROUNDED IN ACCORDANCE WITH CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CB COMBINER BOX 4) NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV -SYSTEM. ' CND. CONDUCTOR C.S. CUT SHEET 5) WHEN A BACKFEED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, THE BREAKER SHALL BE INSTALLED ON THE FURTHEST • a CU COPPER END OF THE BUS BAR OF THE MAIN BREAKER. DISCO DISCONNECT 6) WORK CLEARANCES AROUND ELECTRICAL EQUIPMENT WILL BE MAINTAINED PER N.E.C. 110.26(A)(1), 110.26(A)(2) & 110.26(A)(3). DP DISTRIBUTION PANEL 7) ALL EXTERIOR CONDUIT FITTINGS IN BOXES SHALL BE RAIN -TIGHT AND APPROVED FOR USE IN WET LOCATIONS PER N.E.C. 314.15. DIRECT CURRENT EG EGC EQUIPMENT GROUNDING CND. ) g ALL METALLIC RACEWAYS AND EQUIPMENT. SHALL BE BONDED AND ELECTRICALLY CONTINUOUS. (E) (EXISTING) 9) .THE PHOTOVOLTAIC SYSTEM CONDUCTOR SHALL BE IDENTIFIED AND GROUP. THE MEANS OF IDENTIFICATION SHALL BE PERMITTED FFA FIRE FIGHTER ACCESS BY SEPARATE COLOR CODING, MARKING TAPE, TAGGING OR OTHER APPROVED MEANS. N.E.C. 690.4(B) FV FIELD VERIFIED 10) ADEQUATE SPACING MUST BE MAINTAINED BETWEEN ANY PLUMBING SEWER VENTS EXTENDING THROUGH THE ROOF AND THE GALVANIZED .. GEC UNDERSIDE OF THE PHOTOVOLTAIC PANELS. GEC GROUNDING ELECTRODE CND. GND GROUND " 11) PV EQUIPMENT SYSTEMS AND ALL ASSOCIATED WIRING AND INTERCONNECTIONS SHALL ONLY BE INSTALLED BY QUALIFIED N 0 HDG HOT DIPPED GALVANIZED PERSONS N.E.C. 690.4(E) v O o I CURRENT = 12) PHOTOVOLTAIC SYSTEM CONDUCTOR SHALL BE IDENTIFIED AND GROUPED. THE MEANS OF IDENTIFICATION AND SHALL BE Z of M Y o w Imp CURRENT AT MAX POWER PERMITTED SEPARATE COLOR CODING, MARKING TAPE, TAGGING OR OTHER APPROVED MEANS. N.E.C. 690.4 B ( ) o In 10 N 9 °' `' 8 — o INVT INVERTER Isc SHORT.CIRCUIT CURRENT. 13)'CONDUIT IS'3.5" - 5" ABOVE ROOF DECK, USED ASHRAE DATA FOR CONDUIT ABOVE 3.5" AND BELOW 12". USED CHART 310.16 OF cn N w w o co Z JBOX JUNCTION BOX THE'2013 N.E.C. USING APPROPRIATE AMBIENT TEMPERATURES: w o o kVA KILOVOLT AMPERE z. Q kW KILOWATT Q U N Q LBW. LOAD BEARING WALL.: .. = LWn M MCB MAIN CIRCUIT BREAKER EXTRA DETAILS, rn MLO`MAIN LUG ONLY MSP MAIN SERVICE PANEL MIN. MINIMUM - (N) (NEW) N3R NEMA 3R, OUTSIDE RATED N4R NEMA 4R, OUTSIDE RATED NEC NATIONAL ELECTRICAL CODE NTS' NOT TO SCALE, . OC ON CENTER T = _-_ E�ECTRIcac O.C:P.D. OVER -CURRENT- - - NOTES - PROTECTION -DEVICE P POLES (BREAKER POLES) PL PROPERTY LINES O MSP PV PHOTOVOLTAIC PVC POLYVINYL CHLORIDE a RR ROOF RAFTER AC a n a a s a SBC SOLID BARE COPPER COMBINER SCH SCHEDULE _ BOX SLC SOLAR LOAD CENTER SUB SUBPANEL (TYPICAL) INSTALLATION METHOD TO FOLLOW MANUFACTUREDRAWN BY: REVIEW: SPECIFICATIONS - EMILIO GARCIA PR U.N.O. UNLESS NOTED OTHERWISE V VOLT Vmp VLOTAGE AT MAX POWER DATE: 11/10/201 Voc VOLTAGE AT OPEN CIRCUIT SCALE: W WATT N/A % SHEET:PV- f r IT G • �r� •} ENGINEERING DRAWING (mm) CS6K-270M / I-V CURVES, -. �. Owe ' t , *•- a .CahAianSolar + } ! ~ p ` R Rear View Frame Cross Section A-A ^ A 10 10 r 4 1 471 , w "•.. `• =41� _�'I' r -- � -tet..~ _ i'^e. ?,-..Ln.-• 1� - - - •- � '. Mounting Hole o� 11aIZ I o V o . _.7 Moundng I 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 Hglo 1 ` C56K-270 275 .280M I I NEW _ e 6 I AIA I Gmu�ig9 I I Hok ■ 1000 WW 5•C ■ • - -. .J - ■ 800 WI "25•C ■ ` i�n,w �q0 • 7 ■ 600 WI 4s•C ■ - The high quality and reliability of Canadian Solar's - ■ �Wt 65•c ■ modules is ensured by 15 years of experience in module manufacturing, well-engineered module design, stringent BOM quality testing, an ELECTRICAL DATA-/ STC*- MECHANICAL DATA', automated manufacturing process and 100% EL x; 'CS6K 270M 275M 280M Specification Data ' Q - testing. - �. .r Nominal Max. Power (Pmax) 270 W 275 W 280 W Cell Type Mono-crystalline, 6 inch W O ` o ►` *Black frame ---�`�` Opt. Operating Voltage (Vmp) 31.1 V 31.3 V 31.5 V Cell Arrangement 60(6x10) J 6 Z cif [ Y product can be Opt. Operating Current (Imp). _ 8.67 A 8.80 A 8.89 A Dimensions 1650x992X40 mm (65.0X39.1 X 1.57 in) W Q to Lo N KEY FEATURES. ` • tt µ� =c .. provided upon Open Circuit Voltage (Voc) ' 38.2 V 38.3 V 38.5 V Weight 18.2 kg (40.1 Itis) ~ N o request. Short Circuit Current (Isc) 9.19 A 9.31 A " 9.43 A Front Cover 3.2 mm tempered glass o W coW U - 5 Excellent module efficiency of a+ '' .�1 Module Efficiency 16.50% 16.80% 17.11% Operating Temperature -406C - +85°C. Frame Material Anodized aluminium alloy J Box IP6Z, 3 diodes � Z U r W IJ J O o up to 17.11% 25 .,„ � • linear power output warranty , Max. System Voltage 1000 V (IEC) or 1000 V(UL) Cable 4 mm2 (IEC)6r4 mm2 & 12 AWG (7 = Y Z • years *, Module Fire Performance TYPE 1 (UL 1703) or 1000V (UL), 1000 mm (39.4 in)= W :U N Q M1� y Outstanding low irradianceCLAS S C (IEC 61730) Connectors Friends PV2a (IEC), LOM V performance: 96,5 % 0 11111111. Max. Series Fuse Rating 15 A' Friends PV2b (IEC / UL) t , 0) 10product warranty on materials ' years _ - _, Application Classification _ Class A Standard 26 pieces, 520 kg (1146.4 lbs) and workmanship v ; Power Tolerance 0-+5W Packaging (quantity & weight per pallet) . . I _+Slap Positive power tolerance of - ; y t • Under.Standard Test Conditions (STC) of irradiance of 1000 WI , spectrum AM Module Pieces + ' - •r .. • up > - _ - � - � 1.5 and cell temperature ofZS°c. per Container 728 pieces (40' HQ) MANAGEMENT SYSTEM CERTIFICATES* r ISO 9001:2008 / Quality management system ELECTRICAL DATA 1 NOCT* TEMPERATURE CHARACTERISTICS High High PTC rating of up to 90.93 % PTC I5Off 516949:2009 / The automotive industry quality management system CS6K + 270M 275M ', 280M Specification Data ISO 14001:2004 / Standards for environmental management system Nominal Max. Power (Pmax) 195 w . 199 W' ZU"L W Temperature Coefficient (Pmax) 0.41 % / °C OHSAS 18001:2007 / International standards for occupational health & safety Opt. Operating Voltage (Vmp) 28.4 V _ 28.5 V 28.7 V Temperature Coefficient (Voc) -0.31 4b /'C IP67Junction box for longtermOpt. Operating Current (Imp) _6.87 A -6;95A 7.04 A Temperature Coefficient (Isc) .� 0.053%/°C._--_ @4?' weather endurance __ _ PRODUCT CERTIFICATES* Open Circuit Voltage (Voc) 35.0 V 35.1 V 35.3 V Nominal Operating Cell Temperature 4512 *C - CUTSHEET t IEC 61215 / IEC 61730: VDE / CE / MCS / CEC AU Short Circuit Current (Isc) 7.44 A 7.54 A 7.63 A UL 1703 / IEC 61215 performance: CEC listed (US)Under Nominal Operating Cell Temperature (NOCn, Irradiance of 800 WI- * Heavy snow load up to 5400 Pa, UL 1703: CSA./ IEC 61701 ED2: VDE / IEC 62716: VDE / Take-e-way spectrum AM 1.5, ambient temperature 20°f, wind speed 1 m/s.,,,,,,,,,,,,,,,,,,,,,,;,,,,,,;,;,,;,,,,,,,,,,!_,,,,,_,,,,,,,,,,,,,,,,,;,,,,;,,,,,,,,,,,,,;,,,,,, ,,,,,,,,, .i.. • r wind load up to 2400 Pa C _ �E SpUe \ E �1 BBar. �e� CERT - M _ -r Salt mist, and ammoniaresistance,• C -*AstherearedifferentcertificationrequirementsIndifferentmarkets,pleasecontact PERFORMANCE AT LOW IRRADIANCE Z 0 Z 0 Z 0 2 Z 0 2 Z 0 2 Z 0 Z 0 9 urlocalCanadianSolarsalesreresentativeforthes ecificcertificatesa applicable your P P PP Indust leading erformanceatlowirradiance,avers e Industry 9 P 9 - 23 forseaside, and farm environments* =, the products In the region in which the products are to be used. relative efficiency of 96.5 % from an irradiance of 1000 W/m2 to a a a a rc w - ...................................... ............................ 200 W/m2 (AM 1. 5, 25°C). w w w w w w w CANADIAN SOLAR INC. is committed to providing high quality solar products, solar System SOIULIOrl5 and 5erVlces CO customers The specification and key features described in this datasheet may deviate slightly • " - around the world. As a leading manufacturer of solar modules and are not guaranteed. Due to on-going Innovation, research and product enhancemenI Canadian Solar Inc. reserves the right to make any adjustment to r Z Z L e and PV projectdeveloper withoverl4GWof premium qualityi the Information described herein at any time without notice. Please always obtain the most recent version of the datasheet which shall be duly incorporated Into modules deployed around the wohd since 2001, Canadian the binding contractmade by the parties governing all transactions related to the z purchase and sale of the products described herein. DRAWN BY: REVIEW: • Solar Inc. (NASDAQ: CSIQ) is one of the most bankable solar caution: For professional use only. The Installation and handling of Pv modules ' • • - - - _ companies worldwide. _ .. requires professional skills and should only be performed by qualified professionals. Please read the safety and installation instructions before using the modules. - - i i.......................:.................................................................. :........................ - EMILIO GARCIA PR . ...... ......................... ................... .............................. ....... .......................................... CANADIAN SOLAR INC: :............................................................................................... ............... .............................. .. .......................................................... CANADIAN SOLAR INC. Mar. 2016. All rights reserved, PV Module Product Datasheet V5.4C1 EN DATE: 11 /10/201 545 Speedvale Avenue West; Guelph, Ontario N1 K 1 E6, Canada, www.canadiensolar.com, support@canadiansolar.com ; .. - 1 s SCALE: SHEET: I I I I PAN )� � _. � r i f � � //l�IRONRIDGE _Roof Mount System — Rails-. ' Standrard Rails (XRS) Light Rails (XRL) Rail Splices e' I ] { i Curved rails increase spanning Lightweight rails reduce cost for ' J Internal splices seamlessly connect capabilities and aesthetics. lighter load conditions. rails, allowing easy L -foot installation. Available in clear and black anod. • Available in clear and black anod. Different versions for XRS and XRL Multiple sizes between 12' and 18',. Multiple sizes between 12', and 18' Includes self -tapping screws ILIt + 'Z Made of corrosion resistant alum: Made of corrosion resistant alum.' Available with grounding straps u 3 ' Yom.----�._.-•'"'ti's ■ _ �' i .. y� i •�•�;-. { .,.: .i Y{, *• �+Y.r ;°, `t '.3. ,Attachments • ` Flashings 'Adjustable L -Feet ' Tilt Leg Kits FlashFoot'" is an all -in -one mounting Slotted L -feet provide adaptable Fixed and adjustable tilt legs allow' r product for composition shingle roofs: attachment to standoffs and flashings. adjustment in all three axes. Integrated, L -Foot and hardware Available in clear;and black anod., Attaches directly to XRS and XRL • r Certified compliant with IBC & IRC Works with XRS and XRL rails Ships with all required hardware Built' for solar's toughest roofs. ,i PE certified with IronRidge Rails Compatible with third -party parts Multiple sizes for 5-45 deg. tilts Anchored by the strongest rails in solar, the IronRidge Roof Mount System provides the durability and Clamps &Accessories versatility tohandle virtually any residential or commercial rooftop. The unique curved profile of the XRS Rail increases its strength while also giving it an attractive look, makingEnd Clamps , Mid Clamps ©, End Caps Wire Cups it very customer -friendly. In addition, IronRidge Rails are certified for integrated grounding, which eliminates y separate module grounding components and procedures, making it very installer -friendly. Strongest Rails PE Certified c ___} +, _ __.,•�__� t ►11x1 Longer spans between attachments, f Pre -stamped engineering letters. Secure modules to the end Fasten modules in the Provide a finished look for Organize both DC and AC ' - ���'' fewer roof penetrations. available in most states. of the rails. middle of the rails rails. wiring along the rails. „F e Clear and black anod: Clear and black anod. Keeps out debris Attaches to both rails . i Sizes from 122" to 2.3" T -bolt or hex nut designs Black polycarbonate • Supports ten 5mm wires ' Simple Assembly j Design Software Optional bottom clamps Grounding clamp offered UV protected UV protected Versatile and adjustable components , ® 'Online tool generates a complete bill simplify any array design. of materials in minutes. ;- • Online Software ry Available with Integrated Grounding ' The IronRidge Design Assistant i ;IronRidge offers UL 2703 certified i Integrated Grounding -20 Year Warranty:. -.w. ' helps you go from rough layout to _ components that automatically bond �_ 3—> a fully engineered system. For free. modules and rails to ground. i UL 2703 system eliminates separate Twice the protection offered by Go to ironridge.comlrm Go to Ironrid'ge.comlig module grounding components. competitors. /-!� I R 0 N R I D G E (Class Afire Rating Frequently Asked.Questions 1 What is a "module type"? _ What attachments and flashings are deemed Background - compatible with Class A? j The new UL1703 standard introduces the concept of a All roofing products are tested and. - • PV module type, based on 4 construction parameters • Attachments and their respective flashings are not classified for their ability to resist fire. and 2 fire performance parameters. The purpose of constituents of the rating at this time. All code -compliant' Test Setup this classification is to certify mounting systems without flashing methods are acceptable from a fire rating Solar Modules needing to test it with every module. standpoint. Recently," these fire resistance standards Solar modules are given aTypei,,, were expanded to include solar equipment _ classification based on their if ` as part of the roof system. Specifically, this materials and construction. What roofing materials are covered? * What mounting height is acceptable? requires the modules, mounting hardware Mounting System All fire rated roofing materials are covered within this UL fire testing was performed with a and roof covering to be tested together as Mourning is tested as pan of a; 9 g p gap of 5°, which is system that includes type -tested certification including composition shingle, clay and considered worst case in the standard. Therefore, the a system to ensure they achieve the same modules and fire -rated root swedng. cement tile, metal, and membrane roofs. rating is applicable to any module to roof gap. fire rating as the original roof covering. - Root covering l • Root covering products are given 1' ' These new requirements are being adopted Fire class Raring of A, 8 or C based What H I have a Class C roof, but the jurisdiction . Am 1 required to install skirting to meet the fire on their tested fire resistance. now requires Class,A or B7 code? throughout the country in 2016. r Generally, older roofs,will typically be "grandfathered No, IronRidge achieved a Class A fire rating without any • Buming Brand Test ` In", and will not require re -rooting. However, if 50% or additional racking components. IronRidge Certification more of the roofing material is replaced for the solar installation the code requirement will be enforced. What determines Fire Classification? IronRidge was the first company to ` receive a Class A Fire Rating -the highest . Where is the new fire rating requirement code listed? Fire Classification refers to a fire -resistance rating possible rating—from Intertek Group plc., a system for roof covering materials based on their ability Nationally Recognized Testing Laboratory. 2012 IBC: 1509.7.2 Fire classification. Rooftop to withstand fire exposure. A burning "on block is placed on module as a len blows at 12 mph. mounted photovoltaic systems shall have the same fire , — _ IronRidge Flush Mount and Tilt Mount Flame cannot be seen on underside of mot within go minu tes. classification as the roof assembly required by Section Class A -reflective against severe fire exposure Systems were tested on -sloped and flay 1505.. Class B - effective against moderate fire exposure roofs in accordance with the new UL 1703 ' Class C - effective against Tight fire exposure - & UL 2703 test standards. The testingSpread of Flame Test a• . Where is a Class A Fire Rating required? - 9 evaluated the system's ability to resist What H the roof covering is not Class A rated? flame spread, burning material and The general.requirement for rooting systems In the IBC structural damage t0 the roof. refers to a Class C fire rating. Class A or B is required for The IronRidge Class A rating will not diminish the fire areas such as Wildland Urban Interface areas (WUI) and rating of the roof, whether Class A, B, or C. Refer to the table below to determine the " for very high fire severity areas. Many of these areas are found throughout the western United States. California requirements for achieving a Class A Fire What tilts is the tilt mount system fire rated fort has the most•Class A and B roof fire rating requirements, Rating on your next project: Flame at southern edge of mot is aimed up the roof as a tan blows at 12 due to wild fire concerns. Y 'mph. The flame cannot spread 6 feet or more In 10 minutes. r , - +• 1 - - The tilt mount system is rated for 1 degrees and up and t any roof to module gap, or mounting height. ' ---•r - Are standard mid clamps covered? y s' ;r -77 Flush Mount. 7. Any Slope Type 1, 2,;& 3, Class A . s Tilt'Mount « s 6. Degrees Type 1,,2, & 3 Class'A Mid clamps and end clamps are considered part of the ' PV "system", and are covered in the certification. — .More Resources , t ®Installation Manuals:' I'Engineering Certification Letters Visit our website for manuals that include UL I[ We offer.complete engineering resources . }} 2703. Listing and Fire Rating Classification. F' and pre -stamped certification letters. 1' Go to IronRid a corn aemnremawsySBm°mnbBN9BBC0onCt—A.S.eMcmole. - _.... I g ' Oto tion. tdge.eom Mp REV DATE DESCRIPTION ' m D ,m D m D OZ �< + �. - HAMRE RESIDENCE _ 195 EAGLE NEST DR LOT 21n, -.. - 1 MT/DYfYEAR DESCRIPTION V. DESCRIPTION D _ ,. �.a CHICO, CA; 95928- t - , 2 T/DY M/YEAR DESCRIPTION 2 till 13.52 KW DC 12.75 KW AC . 1 t- DESCRIPTION 2- r N z m m , -' Q 3 MTIDYIYEAR DESCRIPTION 3. « APN: 017300026000 �'' '-�,•���_ +- iia) VBAC" Re. BA RQBENLLE. G BB).] - RN.IB,eI ]1J-BJIJ - LK. B ]]BJd - ww°.rynOBl.n" DESCRIPTION 3 . JJ Poll I Quanl!ty Will Screws "' I Sc'e'" 13PHe S7RK _§T Yes -24; #14 x 3' _#'YFe.'2:W1_14x_31f SPPH£ R k—A W5�03 BA 14- 1 .11 Hook 1-7f2—Ho6ki; , , - 6 No Pi—ook NRO _. 0 L Accessories c, 0 ries " H �,F ox-, nge. -uti. Pat# Quantity. j 15988 T -Bolts: 15989 100 Flange'Nuts ef Part k entity "BoltTJ1 )Ylll� 3'8 IN N 14 lk - I - z 11 , L f : 1 9 1 1 Foot Ye 7—Jm Feet I 1_w I -ws-r, Ion - 5 ELSLI b *6- 6 b r"I _W.04, 3'. OV �1 . I _ _Fii 116F 5:ia.la P.h G- o 0 fi444 y' .d X 17. 4M. 7 1 r • __U Al -S 5830 Las Po silos Road. L-1venTio re. Callforn is 94 551 13948 Airway Drive, Ro,?kHlll, South Carolina 29732 5850 Las Positas Road, Livermore. California 94551 13948 Airway Drtve, Rock Hill: South Carolina 29732 Phone: (344)-.671-6045 1 Fax: (800'.1-689-7975 1 wmv.solarrmufhook.com Phone: (844)-671-6045 1 Fax: (800)-17389-7975 1 www.solarroofhook.conn 7373 :VAPPLOED MAL& E 'MOOKEERON(or ON(0 wm , DDDo 980.41 Street Tel -'(5 _10�120_8196 - Oakland, CA -446081 FAX Mr. Rickk-QenWYL- Project Number. I 15727C fe-mail:,`info@a0pmatenq.com ;QUICKSCREWS INTERNATIONAL, •58301as,Piositas;.Rodd,l t ._Livermore; CA.94551 September 17, 2015 2: TensillefUplift) Load Test Mr. Rick GentryI Project Number 115727C A total o f thr4e! tests Wcrc'c�o.n conducted fo r corrifi;�ss i ve load capacity on Septei; ber 14,'2016 using ng a QUICKSCREWS INTERNATIONAL 5830 Las Positas Road 'United Universal testing'machi6c;1 Samplei*wcri rigidly attai6hiid'to the testing machine aind.an uphft, fl Livermore, CA 94551 'load was.appl.ied)to id ho- ok.- The samples W -e -ie loaded intension ata constant rate ofaxial deformation, of 0.09'in. /inin. without shock uiitilfiilure,ocEurrecl; displacement atmaxiinuni'load .1N Base d on thc� % a6o 'th -averag 1 6 maxim'um-6 , uplift load of the AILTi 1, e RoofH A .90*. attached to Subject: 0S# 17585 -All Tile Roof Hook 90* Laboratory Load Testing abovetesting, c 0 'a,'_ !�xV Douglas Fir rafler using two 5/16' - '0.0' screws was determined to be 2091 lbf. Detailed results, are--preyidti17ed i - mode of failure are,provided in Appendix B,'Figure2. Dear Mr. Gentry: ablc1 1. TestSetup and As requested, Applied Materials & Engineering, Inc. (AME) has completed Iniad -testing the All Tile i The specific gravity and moisture content of the rafter was tested in accordance with ASTM* D2395, Roof Hook 90* (see Appendix A, Figure 1). The purpose of our testing was to evaluate the compressive `Method I A (oven-cli�,).'The specific gravity and moisiure,contcrit'werc determined to be 6.383 And tensile (uplift) and shear (parallel to rafter) load capacity of the All Tile Roo -f Hook 90* attached to a 11-.5,%,, respectiv z" 2"x4" Douglas Fir Railer using two 5/16"0x3" screws. SAMPLE DESCRIPTION 3. Sheir'(.Lateral),L6ad Tot Parallel, td'Rafter fi -.,A:total or.threF te'stsNv rc-con I ducted;116r shear load capacity, on September 16;'201 5,using Ek United Mockup samples were assembled in our laboratory on August 31, 2015. Mo&up configuration consisted Un s . c iversal testing in rig . y of three 12" long rafters at 4.5"o.c., screwed to 1/2" Structural I plywood. AE Tile Roof Hook 90* is machine. Samples i idl attached to the testing machine and a shear load attached through the plywood into a Taller with two fasteners installed at the farthest end. (parallcltq raftier)�Was.appli , ed to the hook -The simples were loadcd�in'shear at a constant rate of axial 4clofmation,of 0.09'iri.1min. with6ut shoek;ufitil failure Occurred; disp laciment at maximurii,load was, icc rded:;Based on,the abo PA. n TEST PROCEDURES & RESULTS .0 y testing, the.-averageiriaximum she� load (parallel, to -rafter) of the All ;Tile Roof. Hook SIV,attached to 6-2NV•Doiiglas� Fir rafter using t"'10-5/16"00" screws Was determined to.be 1. Compressive Load Test 48.711bf.,Detailed results III: setup and mode of failure aiti proviide d in., are Table est Appcndix%Figure3. A total of three tests were conducted for compressive load capacity on September 11, 2015 using a United Universal testing machine. Samples were rigidly attached to the testilg machine and a iij:specific gravityand moisture content.of the rafter,%vasiest6d.in accordance with ASTM D2395, compressive load was applied to the hook. The samples were loaded in compression at a constant rate of +Wtho'd X(ovedAry)"The specific gravity and"moisture Content were determinedto be 0354 and axial deformation of 0.09 in. /min. without shock until the hook was bent and came in contact with the f 11.0.96/o, respectively. 7373 test board; displacement at maximum load was recorded. Based on the above testing, the average maximum compression load of the All Tile Roof Hook 90*attached to a 2".,4" Douglas Fir rafter using Respectful 1y,Submitted, two 5/16"0x3" screws was determined to be 395 lbf. Detailed results are provided in Table 1. Test setup 4L and mode of failure are provided in Appendix B, Figure 1. APPLIED,MATERIALS &ENGINEERING, INC: 'Review4d By is The specific gravity and moisture content of the rafter was tested in accor&nce with ASTM D2395, Method A (oven -dry). The specific gravity and moisture content were detewitined to be 0.379 and V 10.0%, respectively. rian,' hlb.-� P.E. �e 6h No. 3553trin. oratory: Manager "C OF,C Page I of 12 AppL,�ED WAyERaga Page I 9f; 12 APPLIED iAklafte a alemkrim IFIC I M1 13PHe SPPH£ uu 0 M REV DATE DESCRIPTION Accessories c, 0 ries " H �,F ox-, nge. -uti. Pat# Quantity. j 15988 T -Bolts: 15989 100 Flange'Nuts ef Part k entity "BoltTJ1 )Ylll� 3'8 IN N 14 lk - I - z 11 , L f : 1 9 1 1 Foot Ye 7—Jm Feet I 1_w I -ws-r, Ion - 5 ELSLI b *6- 6 b r"I _W.04, 3'. OV �1 . I _ _Fii 116F 5:ia.la P.h G- o 0 fi444 y' .d X 17. 4M. 7 1 r • __U Al -S 5830 Las Po silos Road. L-1venTio re. Callforn is 94 551 13948 Airway Drive, Ro,?kHlll, South Carolina 29732 5850 Las Positas Road, Livermore. California 94551 13948 Airway Drtve, Rock Hill: South Carolina 29732 Phone: (344)-.671-6045 1 Fax: (800'.1-689-7975 1 wmv.solarrmufhook.com Phone: (844)-671-6045 1 Fax: (800)-17389-7975 1 www.solarroofhook.conn 7373 :VAPPLOED MAL& E 'MOOKEERON(or ON(0 wm , DDDo 980.41 Street Tel -'(5 _10�120_8196 - Oakland, CA -446081 FAX Mr. Rickk-QenWYL- Project Number. I 15727C fe-mail:,`info@a0pmatenq.com ;QUICKSCREWS INTERNATIONAL, •58301as,Piositas;.Rodd,l t ._Livermore; CA.94551 September 17, 2015 2: TensillefUplift) Load Test Mr. Rick GentryI Project Number 115727C A total o f thr4e! tests Wcrc'c�o.n conducted fo r corrifi;�ss i ve load capacity on Septei; ber 14,'2016 using ng a QUICKSCREWS INTERNATIONAL 5830 Las Positas Road 'United Universal testing'machi6c;1 Samplei*wcri rigidly attai6hiid'to the testing machine aind.an uphft, fl Livermore, CA 94551 'load was.appl.ied)to id ho- ok.- The samples W -e -ie loaded intension ata constant rate ofaxial deformation, of 0.09'in. /inin. without shock uiitilfiilure,ocEurrecl; displacement atmaxiinuni'load .1N Base d on thc� % a6o 'th -averag 1 6 maxim'um-6 , uplift load of the AILTi 1, e RoofH A .90*. attached to Subject: 0S# 17585 -All Tile Roof Hook 90* Laboratory Load Testing abovetesting, c 0 'a,'_ !�xV Douglas Fir rafler using two 5/16' - '0.0' screws was determined to be 2091 lbf. Detailed results, are--preyidti17ed i - mode of failure are,provided in Appendix B,'Figure2. Dear Mr. Gentry: ablc1 1. TestSetup and As requested, Applied Materials & Engineering, Inc. (AME) has completed Iniad -testing the All Tile i The specific gravity and moisture content of the rafter was tested in accordance with ASTM* D2395, Roof Hook 90* (see Appendix A, Figure 1). The purpose of our testing was to evaluate the compressive `Method I A (oven-cli�,).'The specific gravity and moisiure,contcrit'werc determined to be 6.383 And tensile (uplift) and shear (parallel to rafter) load capacity of the All Tile Roo -f Hook 90* attached to a 11-.5,%,, respectiv z" 2"x4" Douglas Fir Railer using two 5/16"0x3" screws. SAMPLE DESCRIPTION 3. Sheir'(.Lateral),L6ad Tot Parallel, td'Rafter fi -.,A:total or.threF te'stsNv rc-con I ducted;116r shear load capacity, on September 16;'201 5,using Ek United Mockup samples were assembled in our laboratory on August 31, 2015. Mo&up configuration consisted Un s . c iversal testing in rig . y of three 12" long rafters at 4.5"o.c., screwed to 1/2" Structural I plywood. AE Tile Roof Hook 90* is machine. Samples i idl attached to the testing machine and a shear load attached through the plywood into a Taller with two fasteners installed at the farthest end. (parallcltq raftier)�Was.appli , ed to the hook -The simples were loadcd�in'shear at a constant rate of axial 4clofmation,of 0.09'iri.1min. with6ut shoek;ufitil failure Occurred; disp laciment at maximurii,load was, icc rded:;Based on,the abo PA. n TEST PROCEDURES & RESULTS .0 y testing, the.-averageiriaximum she� load (parallel, to -rafter) of the All ;Tile Roof. Hook SIV,attached to 6-2NV•Doiiglas� Fir rafter using t"'10-5/16"00" screws Was determined to.be 1. Compressive Load Test 48.711bf.,Detailed results III: setup and mode of failure aiti proviide d in., are Table est Appcndix%Figure3. A total of three tests were conducted for compressive load capacity on September 11, 2015 using a United Universal testing machine. Samples were rigidly attached to the testilg machine and a iij:specific gravityand moisture content.of the rafter,%vasiest6d.in accordance with ASTM D2395, compressive load was applied to the hook. The samples were loaded in compression at a constant rate of +Wtho'd X(ovedAry)"The specific gravity and"moisture Content were determinedto be 0354 and axial deformation of 0.09 in. /min. without shock until the hook was bent and came in contact with the f 11.0.96/o, respectively. 7373 test board; displacement at maximum load was recorded. Based on the above testing, the average maximum compression load of the All Tile Roof Hook 90*attached to a 2".,4" Douglas Fir rafter using Respectful 1y,Submitted, two 5/16"0x3" screws was determined to be 395 lbf. Detailed results are provided in Table 1. Test setup 4L and mode of failure are provided in Appendix B, Figure 1. APPLIED,MATERIALS &ENGINEERING, INC: 'Review4d By is The specific gravity and moisture content of the rafter was tested in accor&nce with ASTM D2395, Method A (oven -dry). The specific gravity and moisture content were detewitined to be 0.379 and V 10.0%, respectively. rian,' hlb.-� P.E. �e 6h No. 3553trin. oratory: Manager "C OF,C Page I of 12 AppL,�ED WAyERaga Page I 9f; 12 APPLIED iAklafte a alemkrim IFIC I M1 uu 0 M REV DATE DESCRIPTION HAMRE RESIDENCE AMT/DY/YEAR DESCRIPTION 1 M 0 195 EAGLE NEST DR LOT 21 t-Alot DESCRIPTION 11. --i , AMT/DYNEAR DESCRIPTION 2 zt > W :E CHICO, CA, 95928 DESCRIPTION 21 Z 0 M 13.52 KW DC 12.75 KW AC — C:) O MM MM M SOLAR A,mT/DyNEARI DESCRIPTIONS( APN: 017300026,000 DESCRIPTION 3 z,zowucRan R.MLE,a­ --19,91 772se13 - LIC. 9 72— - System Size _ - • _ - _ - .. - ,� - { - - : : " . r _ _ - - _ •. .. • I . _ - - _g Q m s � - CANADIAN SOLAR KW ItemV... `_ ':,'�Ito,, QTY INPUT.FROM DESIGNER/RATING (A);x + QTY Out ,`_ QTY In'� Foreman/Signature/Note's PV CS6P=265P 511 Enphase Microlnverters M250 - - '51I En Kase Envoy/AC Combiner Box _ 11 ENPHASE PORT ET10-240.40_ 51 ENPHASE LAND ET17-240-40 - 011 IRONRIDGE,RAIL 14'' 281 IRONRIDGE End, Clamp Kit UFO WITH . SLEEVE 58 IRONRIDGE Mid Clamp Kit UFO 641 `- w , o p Q Do 0 z C Y rl- . o ' wwUM w w O = w v o Q °�' IRONRIDGE S lices 51 IRONRIDGE.FLASHING'FLASHFOOT KIT :" "OI ADJUSTABLE STILE HOOK. .' §0I ADJUSTABLE W TILE HOOK 0 FLAT TILE HOOK 01 TRAF'ROOF PROTEA BRACKET - 01 -. `.- _ I c• STANDING SEAM CLAMP.., 01� ILo ECOFOOT2+ BALLAST'FOOT �, OI I OTHER ATTACH°(Insert Name;Here) I `. Electrical GE 1NaI1:AG Disco Amperage i - , OI • GE Roof.AC.Disco Amperage pI GE Roof. AC, Disco COUNT.... GE Walt DC Disco Amperage' GE DC Disco Am era e.OI SQ D 4/8 Combiner. Boz SOLAREDGE/SMA Eaton Solar BreakerAm _ - 01 CUTSHEET SOLAREDGE/SMA Eaton Solar BreakerAm • : _01. SOLAR EDGE/SMA'Eaton Solar Bt aker Am _ 0 SLC Enphase BRANCH 1:Solar BreakerAm 201 SLC:En'hase.BRANCH.2 Solar.BreakerAm •20I • ,. SLC Enb hale BRANCH'3'Solar .Breake'r.Am 0 0000000 o DRAWN 0 W e> 0 0 W P 0 0 P 0 SLC EnphaSe,BRANCH 4` Solar, Brea kerAm 20,- SLC Enphase-BRANCH 5 Sofar Breaker -Am , .•. ., -0I SLC En hase'BRANCH 6 Solar BreakerAm OI"" Landing Service.Panel BRAND SQUARED I MSP LANDING BREAKER Amperage s "70I - DERATED MAIN BREAKER (IF'NEEDED) REQ, NUMBER OF METERS OI 6V: REVIEW: EMILIOGARCIA PR NUMBER:•OF METER SOCKETS 01„ J -Box 51 .. 1 - DATE: 11/10/201 SCALE: . I 'I i SHEET: BOM