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HomeMy WebLinkAboutPOTTERY WY 409_18-1704C i T Y C) F ^• __ D FZ E A M E� -'r 1-1, E: M F 130 South Main Street � � M VALUATION CALCULATIONS 1st FLOOR SF 2nd FLOOR SF 3rd FLOOR SF GARAGE SF STORAGE SF DECK & BALCONIES SF OTHER: SF VALUATION: FEES BUILDING PERMIT PLAN CHECK PLAN REVIEW SEISMIC PLAN RETENTION certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above - mentioned property for insp- tion purl 00- 7-/11 /Zo 110Q1 .. 7 Signature of Applicant or Agent Date Agent for PQcontractor ©oowner Agents Naime I!y 1 JUG M RIL4_ �t l Agents Address Street City State Zip CS 1,0) 33Z-IIk ATI .1 7� C lqj RECE)VED PPLIDATEj WI-1 LC44 9Ijtl'vt O NAME (;I MC" 1i1 W N /� } �} ADDRESS 9 d it}'41/(y ` C N ere y a rm that I am licensed under prove ions or chapter comment h with section 7000) of division 3 of the business and professions code,and my license is In fullfeF ct. CITY j+ AND CLASS C39TAX# fRL-� UM`SINESS * NAME )4 CGk!i,LCgRA (jCcB C ADDRESS S NSS- �� d1,� t1 T O CtiTY siraIZA P PHON �c "t tl i a't Z5 330 SC �' R LICENSE if R C MAILING ADDRESS H CITY STATE/ZIP PHONE a NEW OCC GRP. I CONST. DIVISION: TYPE; O ADDITION L3 ALTERATION NUMBER OF NUMBER OF STORIES: BEDROOMS: p OTHER CI SINGLE FAMILY 0 APARTMENTS ZONE: Ct CONDOMINIUMS HAZARD YES AREA? NO O TOWN HOMES CI COMMERCIAL SPRINKLERS YES REQUIRED? NO p INDUSTRIAL © REPAIR PROPOSED USE OF BLDG: 1PRESENT USE OF BLDG: 0 DEMOLISH JOB DESCRIPTION AOP+ E" Vv 14-1 am licensed under the provisions of Business and Professional Code Section 7000 et seq. and my license is in full force. 2. I, as owner of the property, or my employee w/wages as their sole compensation will do the work and the structure is not intended or offered for sale. 3. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. i 4.1 have a certificate of consent to self -insure or a certificate of Workers Compensation Insurance or a certified copy thereof. 5. 1 shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. SCOPE OF WORK CONTRACTOR PROPERTY OWNER REFERENCES July 9, 2018 INSTALLATION OF A 13.42kW(I 1.9kW CEC) BLALOCK ELECTRIC & SOLAR INC. BUSTAMANTE, LUIS 2016 CALIFORNIA BUILDING ROOF MOUNTED PHOTOVOLTAIC SYSTEM 31885 CORYDON ST. # 160 409 W POTTERY WAY CODE BLALOCK (44) HANWHA Q.PEAK-64.1 305 LAKE ELSINORE, CA. 92530 LAKE ELSINORE, CA 92530 2016 CALIFORNIA ELECTRIC & MODULES 9517604638 5624586336 MECHANICAL CODE SOLAR INC. IRONRIDGE XR-10 WITH IRONRIDGE 915397 it APN 374052024-5 2016 CALIFORNIA PLUMBING FLASHFOOT CODE (1) SULAKEDUESHOU00H-US (240) VICINITY MAP FOR OFFICIAL JURISDICTION USE ONLY 2016 UALIPURNIA INVERTER(S) & SolarEdge P320 ELECTRICAL CODE (2014 NEC OPTIMIZER ADOPTION) Ole, SERVICE UPGRADE TO: 225A 2016 CALIFORNIA FIRE CODE Lake E�sinory 7 PUbhc Works � 2016 CALIFORNIA ENERGY 0" W� > CODE 0—Dx c> 2016 CALIFORNIA ENERGY EFFICIENCY STANDARDS 7 Deven Ip SHEET DESCRIPTION Yatboraugh 2016 CALIFORNIA RESIDENTIAL CODE 00 I TITLE PAGE P6rk Hsinores Laundromal < 'IT 2 SITE PLAN 409 West Pottery Street ""q ANY LAKE ELSINORE CODE AMENDMENTS 3 MOUNTING DETAILS z 4 SINGLE LINE Q 2 7r F0 * < 5 PLACARDS 6 NOTES < z 7+ SPEC SHEETS C) M V�o In 110 rq GENERAL NOTES I OEM LADDER OR MEANS TO ACCESS ROOF TO BE ON SITE AND ALL EQUIPMENT SHALL BE LABELED WITH LISTING BY AN I Y U1- LANt t:LZ) N SECURED IN PLACE FOR EACH INSPECTION, APPROVED NATIONALLY RECOGNIZED TESTING AGENCY S..r 4 p v Nftow O00 In PERMIT #ZL-,4 70J AUTHORIZED SIGNEE X JOHN LAVENDER V E D APPRO Designed & Drafted - w J o h n eq, designs.solar GENERAL NOTES Disconnect means must have dedicated clear unobstructed working space not less than Ydeep by 2.5'wide to not less than 6.5'above walkable surfaces in front of distribution panel. All Solar modules, equipment, and metallic components to be bonded. Installation shall meet the Cal/Fire So California 2016 Solar Pave Guidelines and Fire code requirements. PV array not to exceed Highest Point of the Roof. Rapid Shutdown is actived at the inverter by the DC disconnect Roof access shall be provided per the following: a. Located in areas not requiring placement of ground ladders over openings such as doors or windows. b. Located at strong points of building construction in locations where access point does not conflict with overhead obstructions such as tree limbs, wires, or signs. STREET: N Poe St 18' or 4:12 pitch :h: 199, 109' E PLAN PROPERTY LINE PROPC--c-:'1EE) Per" ARR,,�Y G-ONDUIT RIJN (1-0-CiMON APPROX) (BURIED 18" WITH I" PVC) PR0PO;?FD INVERTER VV/D(,' M-SCONNECT PROPWED Af� DI'73CONNEOT : �ERMGE LOC,'ATION WITH/21" CLEPRANGE CONDUIT RUN (LOCATIO!,J APPROX PROPO'-:�"ED PV AR Rase FIRE A(--,,C,, POINT FIRE PATHWAY 97N �1 July 9, 2018 BLALOCK ELECTRIC & SOLAR INC. a -;d z > 00 Z) < U CN Cr < j.4 ra � C4 AUTHORIZED SIGNEE JOHN LAVENDER Designed & Drafted - W John( W2 designs.solar Ln GENERAL NOTES PV MODULES AND ARRAY RACKING SHALL NOT OBSTRUCT OR INTEFERE WITH FUNCTION OF MECHANICAL VENTS, EXHAUSTS, OR INTAKES. TO AND FROM ROOF, SHEETED WITH 1/2" PLYWOOD. UPPER SURFACE OF PLYWOOD FACED WITH FELT PAPER, FINISHED ROOF SURFACE IS SHINGLE ROOF MOUNTING SYSTEM TO BE ATTACHED TO 2X4 TRUSS. MODULE WEIGHT (LBS) 41.45 # OF MODULES 44 TOTAL MODULE WEIGHT (LBS) 1823.8 TOTAL AREA 791 LOADING (PSF) 2.31 RACKING 759 LOADING (PSF) 0.96 TOTAL WEIGHT 2583 TOTAL LOADING (PSF) , 3.27 ASSY. FLASHING 9 5/16" X 4 75" LAG BOLT- EPDM BACKED WASHER ASSY. FLASHING 2 - 1/2" MIN. EMBEDMENT INTO ROOF RAFTER ' ROOFING SURFACE PV MODULE 'UUF' G SURFACE I*E FOOTING MO 6'OC FI-IFIT-T-T-7rf I _M_ T_ --ITF --T-T- - - - - -1--KFTT- FJ'11-T71rTT7FT-1-T 7. TF7'T�17, 77 T7 RAJ - SPAN SIDE VIEW OF PV ARRAY (NOT TO SCALE) July 9, 2018 BLALOCK ELECTRIC & SOLAR INC. V) CIO < "All < W4 04 � 04 < L0;4j 00 W% < L11 Z < < C, < c' C) c) C, < AUTHORIZED SIGNEE JOHN LAVENDER Designed & Drafted - JohnCO w 3 designs.solar Lf) 225 [N] HREAKFR 200 [N] HANWHAQYEA LOADS A G4. 1 305 [B: (2) STRING(S) OF 12 c (1) Solaredge j_j7j 1 2 i — — A RAN r G4WRA 305 B 0,PEAK- SEIOOOOH-US 1 =1 (2) STRING(S) OF 10 — j RAPID SHUTDOWN SWITCH PV BREAKER TO SERVE AS AC —F-6-0 LOCATED AT INVERTER(S) DISCONNECT (NEC 690.17) GROUNDING ELECTRODE CONDUCTOR #6 BARE (1) 5/8" X 8'GROUND RODS OR EQUIVALENT LISTED #GBL-4DBT. GROUNDING WILL AND / OR UFER TO BE USED AT SERVICE. SUPPLEMENTAL GROUND ROD MAY BE USED IF UFER UTILIZE IRONRIDGE XR-10 INTEGRATED I IS NOT LOCATED. PROVIDE IF NOT PRESENT EQUIPMENT DETAILS �(44) - HANWHA Q.PEAK-G4.1305 MODULES F-T B 1(44) SOLAREDGE P320 OPTIMIZER(S) F-71UL LISTED NEMA 3R J-BOX WITH WEATHERPROOF COVER (AS NEEDED) NON CENTERFED EXISTING 400A BUS WITH 70A EE]BREAKER. UPGRADE TO 225A BUS WITH 200A BREAKER, PV BREAKER(S) WILL BE (1) 60A LOCATED AT OPPOSITE END OF BUS FEED WIRE DETAILS 1— 12 10 PV WIRE(PER STRING) WITH # 10 BARE GROUND IN OPEN AIR 2 '11 —,/ 4 10 TIMIN-2 WIRE WITH # I OTHWN-2 GROUND INSIDE 3/4" EMT(OR LARGER) -11 1 3 �3/#4 THWN-2 WIRE WITH #8 THWN-2 GROUND INSIDE EMT(OR LARGER) WIRE DERATING PER NEC 110. 14(c GENERAL NOTES ALL EXPOSED NON -CURRENT CARRYING METAL PARTS SHALL BE GROUNDED WITH LISTED HARDWARE COMPATIBLE WITH PANELS, RACKS AND ANY OTHER EQUIPMENT AS APPROVED BY THE EQUIPMENT MANUFACTURER AND INSTALLED PER THE INSTALLATION INSTRUCTIONS. DOCUMENTATION SHALL BE PROVIDED TO THE FIELD INSPECTOR SHOWING THAT GROUNDING HARDWARE IS APPROVED FOR THE APPLICATION FOR WHICH IT IS USED. ALL MODULES WILL BE GROUNDED IN ACCORDANCE WITH CODE AND MANUFACTURERS INSTALLATION INSTRUCTIONS. WIRE CALCS VOLTAGE DROP: 0, 11% oa 19 FEET & 9.84 AMPS 10 WIRE = 40AxO.58(40 +118)xl(CONDUIT FILL)= 23.2A VOLTAGE DROP: 0.31 % (t__i 56 FEET & 9.84 AMPS 10 WIRE = 40AxO.58(40 +118)x0.7(CONDUIT FILL)= 16,24A VOLTAGE DROP: 0.04% ra_) 5 FEET & 42 AMPS 4 WIRE = 95AxO.82(118)xl(CONDtJ]I'FILI-)= 7T9A TOTAL VOLTAGE DROP: 0,46% MODULE INFO WATT 305 UL 1703 VOC 40.05 VMPP 32.62 ISC 9.84 IMPP 9.35 COFF. VOC 46.64 RACKING INFO UL 2703 INVERTER INFO OUTPUT 10000 UL 1741 MAX AC AMP 42 MIC 27 MISCC 45 July 9, 2018 BLALOCK ELECTRIC & SOLAR INC. W4 96o z C4 o > C4 U Las z c z Z < Ic V., Ic It < Z U O � J00 AUTHORIZED SIGNEE JOHN LAVENDER Designed & Drafted - W John@b, W 4 designs.solar UKXOMMIVW_01�1 :INSTALLATION FOLLOWS THE CAL -FIRE GUIDELINES FOR E, COLOR, TYPE AND DURABLE, WEATHER RESISTANT TERIALS. ) BACKGROUND WITH WHITE LETTERING. MINIMUM 3,18" 'TER I IEIGI IT. ALL CAPITAL LETTERS IN ARIAL OR SIMILAR 4T, NON -BOLD, REFLECTIVE, WEATHER RESISTANT TERIAL SUITABLE FOR THE ENVIRONMENT ciToVOLTAIC DC CONDUCTORS ENTERING THE BUILDING ALL BE INSTALLED IN A METALLIC RACEWAY AND SHALL IDENTIFIED EVERY 10 FEET AND WITH IN I FOOT OF RNS OR BENDS AND WITHIN I FOOT ABOVE AND BELOW VETRATIONS OF ROOF/CEILING ASSEMBLIES, WALLS, OR RRIERS WITH MINIMUM 3/8"111GH WHITE LETTERING ON D BACKGROUND FOR THE ENTIRE LENGTH AS FOLLOWS UTION DC CIRCUIT OR EQUIVALENT. LTERNATE POWER SOURCE PLACARD SHALL MEET THE PECIFICATION OF THE CITY'S AREA ELECTRICAL EWSLETTER. PLAQUE TO BE METAL OR PLASTIC, WITH NGRAVED OR MACHINE PRINTED LETTERS IN A ONTRASTING COLOR TO THE PLAQUE. INCLUDES THE OCATION OF METER, DISCONNECTS, INVERTER, THE ARRAY ND THE FOOTPRINT OF THE BUILDING. PLAQUE TO BE TFACHED BY POP -RIVETS OR SCREWS. EACH PHOTOVOLTAIC SYSTEM DISCONNECTING MEANS SHALL BE PERMANENTLY MARKED TO IDENTIFY IT AS A PHOTOVOLTAIC SYSTEM DISCONNECT. CEC692.13(2) VERTER OUTPUT CONNECTION: UNLESS THE PANEL BOARD RATED NOT LESS THAN THE SUM OF THE AMPERE RATING 7 ALL OVERCURRENT DEVICES SUPPLYING IT, A )NNECTION IN A PANEL BOARD SHALL BE POSITIONED AT [E OPPOSITE (LOAD) END FROM THE INPUT FEEDER )CATION OR MAIN CIRCUIT LOCATION. THE BUS OR )NDUCTOR RATING SHALL BE SIZED FOR THE LOAD )NNECTED IN ACCORDANCE WITI I ARTICLE 220. A RMANENT WARNING LABEL SHALL BE APPLIED TO THE STRIBUTION EQUIPMENT WITH THE FOLLOWING )DIVALENT MARKING - "WARNING! INVERTER OUTPUT )NNECTION. DO NOT RELOCATE THIS OVERCURRENT F-PERMANENT SIGNAGE PHOTOVOLTAIC SYSTEM AC DISCONNECT I LOCATED OUTSIDE OF SERVICE PANEL COVER AND AT PV CIRCUIT BREAKER(S) AT SERVICE WARNING ELECTRIC SHOCK HAZARD IF GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED LOCATED AT INVERTER WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LOCATED AT PV CIRCUIT BREAKERS WARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS, TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LOCATED AT PV CIRCUIT BREAKERS CAUTION PHOTOVOLTAIC POWER SOURCE FOR CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLES AND JUNCTION BOXES. WARNING ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PV SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED LOCATED AT INVERTER INVERTER OUTPUT (BELOW) WILL BE LOCATED AT INVERTER/DC DISCONNECT PV SYSTEM OUTPUT OPERATING CURRENT 10.46 OPERATING VOLTAGE 350 SHORT CIRCUIT CURRENT 60 ,MAX SYSTEM VOLTAGE 500 1 INVERTER] PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN LOCATED AT INVERTER MAP PLACARD (BELOW) WILL BE ATTACHED AT MAIN SERVICE ENTRANCE 17 0 , IN I I So I L"PT.111 67J Em AN &-$Kqj MIMS I • PVARRA'Y' IV -,N R 1'10F 1,1T1LIT'ffv'ETER INVERTER VVJ P'\,,' SY '3TEr,,A E)AFFT', AC-: Pv Ap RAIT, F31_t'>TA%11oANTE RESIDEN('E Pk_jTTER'-( NA'� P,__Allk"ERED [3'TDLALO(-�K ELD-� TRlit IN(: 760 July 9, 2018 BLALOCK ELECTRIC & SOLAR INC. O Ln z > z c z L; K� oc 48 cr, un Qo L) 0 oc oc AUTHORIZED SIGNEE JOHN LAVENDER Designed & Drafted - Johns Uj = designs.solar Ln CEC REQUIREMENTS ALL BREAKERS TO BE USED FOR SOLAR INSTALLATION SHALL BE A (2)- POLE BREAKER WITH (1) POLE ON EACH PHASE OF THE ELECTRIC SERVICE BUS BAR. LAG SCREWS SHALL BE AT LEAST 6" AWAY FROM ANY TRUSS JOINT GROUNDING ELECTRODE CONDUCTORS FROM INVERTER SHALL BE RAN CONTINUOUSLY TO THE GROUNDING ELECTRODE AND CONNECTED WITH A LISTED CONNECTOR OR IRREVERSIBLY SPLICED TO THE EXISTING GROUNDING ELECTRODE CONDUCTOR SYSTEM NOT TO BE ENERGIZED UNTIL APPROVED BY THE UTILITY DISCONNECT MEANS MUST BE SIZED AT NO LESS THAN 156% OF SYSTEM UPSTREAM OF PROPOSED DISCONNECT. DISCONNECT MEANS MUST BE OPERABLE WITH OUT EXPOSING OPERATOR TO LIVE PARTS ALL PLUMBING AND MECHANICAL ROOF VENTS TO BE CLEAR FROM PHOTOVOLTAIC ARRAY OR EXTEND ABOVE SOLAR PANELS. MODULES AND ARRAY RACKING SHALL NOT OBSTRUCT OR INTERFERE WITH FUNCTION OF MECHANICAL VENTS, EXHAUST, OR INTAKES. CPC 904, 1, CMC 8023 ALL EQUIPMENT SHALL BE LABELED WITH LISTING BY AN APPROVED NATIONALLY RECOGNIZED TESTING LABORATORY PER CEC 1103 A LADDER OR A MEAN TO ACCESS ROOF TO BE ON SITE AND IN PLACE FOR EACH INSPECTION PER CMC 904.10 ALL ROOF PENETRATION TO BE WEATHERPROOFED A CARBON MONOXIDE DETECTOR SHALL BE INSTALLED IN THE SPECIFIC EXISTING DWELLING UNIT THAT HAVE ATTACHED GARAGES OR FUEL - BURNING APPLIANCES FOR WHICH A PERMIT IS ISSUED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING $].000.00, LISTED SINGLE- OR MULTI -STATION CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. COMBINED SMOKE/CARBON MONOXIDE ALARMS MAY BE USED. THE ALARM SHALL RECEIVE ITS PRIMARY POWER FROM THE BUILDING WIRING EXCEPT IT IS PERMITTED TO BE SOLELY BATTERY OPERATED WHERE REPAIRS OR ALTERATIONS DO NOT RESULT IN THE REMOVAL OF WALL AND CEILING FINISHES OR THERE IS NO ACCESS BY MEANS OF AN ATTIC. INCLUDING BASEMENTS COMBINED SMOKE/CARBON MONOXIDE ALARMS MAY BE USED. THE ALARM SHALL RECEIVE ITS PRIMARY POWER FROM THE BUILDING WIRING EXCEPT IT IS PERMITTED TO BE SOLELY BATTERY OPERATED WHERE REPAIRS OR ALTERATIONS DO NOT RESULT IN THE REMOVAL OF WALL AND CEILING FINISHES OR THERE IS NO ACCESS BY MEANS OF AN ATTIC A SMOKE DETECTOR, APPROVED AND LISTED BY THE STATE FIRE MARSHAL, SHALL BE INSTALLED IN EACH DWELLING WHEN A PERMIT FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDS $1,000.00. A BATTERY POWERED SMOKE DETECTOR SATISFIES THE REQUIREMENTS FOR A SMOKE DETECTOR. (R314.6.2 CRC) July 9, 2018 BLALOCK ELECTRIC & SOLAR INC. O Z Q) 00 U z < 2 0 cn < a. In < z <CLI rry Ic Ic 4t < L) 01 z O< 00 X" °"C-) <I AUTHORIZED SIGNEE .......... JOHN LAVENDER Designed & Drafted - JohnCa? designs.solar McPherson Engineering Structural Analysis Report IrST, Photovoltaic System Addition to Existing Structure EM The Bustamante Residence 409 Potter Way Lake Elsinore, CA 92530 Designed in Accordance with CEBC 2016, CBC 2016, ASCE 7-10, NDS 2015 Date: 7/10/18 Job #: S18-482 E.O.R.: Ryan McPherson, P.E. 6169 Sunny Circle Mira Loma, CA 91752 Mobile: (909) 569-2244 Email: ryan@mcpherson.engineering 72 McPherson Engineering Table Of Contents By: R.J. M. Date: 7/10/18 Project Info 3 Gravity Loads 4 Lateral Loads M Wind Uplift Design 8 Summary 9 7/10/2018 9:55 PM 1 of 9 ©McPherson Engineering 7/10/2018 9:55 PM 2 of 9 QMcPherson Engineering 10 4O9Potter Way Lake Elsinore, CA 92530 Existing Structure Info: McPherson Engineering Number of Stories = I Aroof = 33OOsq. ft. Asrd_o,= Osq. ft. A2"a_n,= O sq. ft. Aom"ched= AUU sq.ft. Site Properties: Lattitude= 33.674860 Longitude= 117.330080 S,= 2.337 Sz= 0�93Q Exposure Category = [ Wind Speed = 138m.p.h. P.V. Array Info: Project ^Unfo By: R.J.M. Date: 7/10/18 Roof Square Footage Third Floor Square Footage (if applicable) Second Floor Square Footage (above basement level garage) Square Footage ofsingle story deta{chedstructure Model =Q-,EAKG41 Height ofPanel = 65.70 in. Width ofPanel = 39.40 in. Area nfPanel = 18.0ft. z Number ofPanels = 24no. nfpanels onmain house 28no. ofpanels ondetatchedstructure 44 total no. of panels Total Area ofArray = 791.0ft. ~ Spacing ofAnchors = 6.0 ft. max. on center rows ofracks per panel = 2 Panel Tilt = 7-27deg 14 Existing Loads: Roof Design Loads: Roofing= Sheathing= Framing= k4isc= Ceiling = McPherson Engineering Gravity Loads _Main Residence By: RlK4. Date: 7/10/18 4.0 p.sl Composition roofing 1.5 p.s1 1/2^ Plywood 1.5 p.st 3vRafter/Truss hamin8 1.0 p.0. 8.0p.sl Roofing Dead Load (applied totop ofrafters/trusses only) 6�p.sl 14.0p.s� LL= 20.0p.sl Floor Design Loads: (if applicable) Flooring = 10J3 p.st Sheathing = 2.2 p.s.[ Framing= 2.0 p.st Interior Partitions 15.0 p.s'[ Ceiling = 5.0 p.xl Misc. = KQ p.s.[ DLf= 35.0 p.s.[ Proposed Loads: Drywall and Zxframing Total Existing Roof Dead Load Roof Live Load (Per C.B.0 2016, Table 1607.1) Weight of floor finish 3/4^plywuod Zxframing mrmanufactured floor truss Zxframed walls with drywall finish each side Drywall ceiling finish below Total Existing Floor Dead Load Panels = 2]3p.sl weight ofpanels including rack system »l-,z_p"pos°a = I0.8 p.si Proposed Roof Dead Load (applied totop only) DLa_n=posea= 16.8 p.s.f. Total Proposed Roof Dead Load 1-1-,-proposed = 0.0 p.sl Roof Live Load (panels cannot support live loads, including the weight ufstacked materials orworkers) Check Proposed Gravity Loads: Total Existing Roof Load Total Proposed Roof Load VVnm,=(DLz+LL)(Arov -A~~~)+(DLz_vm»m~a+LL~r^p""u)(A~~.)= 85.0 kips Proposed Load Demand VVprop VV ex = -8'03% TOTAL DECREASE IN GRAVITY LOADS, PANELS OKI Wex 7/10/2018 9:55PM 3cf9 VDK4cPhersonEngineehng 7/10/2018 9:55PN1 4of9 @McPhenmoEnUineerin& Existing Loads: Roof Design Loads: Roofing= Sheathing= Framing= Misc= Ceiling = DLz= LLr= Wall Loads: DL°j= H°= VVProposed Loads: McPherson Engineering Gravity Loads - Detached Structure By: Rl1M. Date: 7/10/18 4.0ps[ Composition roofing 1Sp.si 1/2^Plywood 1.5 p.s.t 2x Rafter/Truss framing 3.0 p.si 10.0 psl Roofing Dead Load (applied totop ofrafters/trusses only) 0.0 p.si Drywall and 2xframing 10.0 pst Total Existing Roof Dead Load Seismic Design Parameters Risk Category =2 Site Class = D S,=I34 5z= 0.94 6.DI.=D F,= 1.00 F,= 1.50 5ms=5m F~= 2.34 5mz=SDI F,= 1.41 Sca= 2/3 (Sms) = 1.56 McPherson Engineering Lateral Loads- Main Residence Per Table l-5-1 R=6S PerIl'4.2 |,= 1 Short Period P.G.A. 1-Sec Period P.G.A. Seismic Design Category Per 11.8 Site Coefficient per Table 11.4-1 Site Coefficient per Table 114-Z Short Period M.C.E. Per Eq. 11.4'1 1-Sec Period M.C.E. Per Eq. 11.4-2 Short Period Design Parameter Per Eq1I�4'3 1'5eoPeriod Design Parameter Per Eq1l.4-4 By: RlK8. Date: 7/10/18 Response Modification Factor (Table 12-2.1) Seismic Importance Factor (Table 1,5-2) 15.0p.s.f. Weight nffinished exterior walls Approximate Fundamental Period Per12'0.2.1) OO.Oft total length ofexterior wall (not including garage door) T=ct(h,)" per Eq. 12.8-7 Z.O|t height ofwalls h"= 16ft [`= 0.82 (per table 1l8-2) � 1.2 kip 1/Itota|weightofexteriorwaUs x= 0J5 (per table 12.8-Z> T= 0.16 sec Approximate Fundamental Period TL= 8 sec Long -Period Transition Period per Figure 3Z'lZ Panels = 2.8p.sl weight ofpanels including rack system DL,znmwneu= 12.8 p.sl Proposed Roof Dead Load (applied totop only) DL,2p"pm"u= 1I8 p.s.[ Total Proposed Roof Dead Load LLor,vo"a= 0.0 p.si Roof Live Load (panels cannot support live loads, including the weight ofstacked materials nrworkers) [heck Proposed Gravity Loads: Seismic Response Coefficient (Per 12J8.l'1) Cs= (SDn|j/B = 0.24 Seismic Response Coefficient Per Eq. 12.8-2 [,z=(SDI L)/RT=0.90 Max. Seismic Response Coefficient Per Eq. 1Z.8-]ifT!�Ti [s2 = O-Ol Min. Seismic Response Coefficient Per[q. I2.8-5 [12 = 0.044Sns L = 0.07 Min. Seismic Response Coefficient Per Eq. 13.8'5 [a=0.5 S, |-/R= 0.07 Min. Seismic Response Coefficient Per Eq. 12.8-0if5I �tO.6D [s=024 Design Seismic Coefficient Total Existing Roof Load W,�=(DLrl+LLr)(Aro,f)= 27.0 kips Check Additional Base Shear Wexisung= 462 kips Weight ofExisting Structure Total Proposed Roof Load VV,an°u = 1] kips Weight ofProposed Panels VV."rop = (DLz + LL) (A"of A=,ay) + (DL1»"p"°u+ Urproposed) (��,,�} = �O 8 kips =- � Ve,/*/"g=C`VVexm.,;= 11.1 kips Base Shear ofExisting Structure Proposed Load Demand Vp°"" = [° VVv°"°u= u 0.3 kips Base Shear of Proposed Panels VV VV ," - Vp"""u ----= --' � < 10Y6 EXCEPTION, DOES NOT = -22.90q6 TOTAL DECREASE IPd|�RAVITY LOADS, PANELS ���Y VV", V°,.m."^ ^62S� REQUIRE SEISMIC RETR��FIl[PAp�ELS��K| 5of9 hof9 7/10/2018 9:55PK4 14 Seismic Design Parameters Risk Category = 2 Site Class = D Ss = 2.34 SI = 0.94 S.D.C. = D Fa = 1.00 Fv = 1.50 Sans = SDs Fa = 2.34 SM1= SDI Fv = 1.41 SDS = 2/3 (Sms) = 1.56 SDI = 2/3 (Sm1) = 0.94 McPherson Engineering Lateral Loads - Detatched Structure Per Table 1-5-1 R = 6.5 Per 11.4.2 le = 1 Short Period P.G.A. 1-Sec Period P.G.A. Seismic Design Category Per 11.6 Site Coefficient per Table 11.4-1 Site Coefficient per Table 11.4-2 Short Period M.C.E. Per Eq. 11.4-1 1-Sec Period M.C.E. Per Eq. 11.4-2 Short Period Design Parameter Per Eq 11.4-3 1-Sec Period Design Parameter Per Eq 11.4-4 Approximate Fundamental Period (Per 12.8.2.1) T = Ct (hn)x hn = 16 ft Ct = 0.02 x = 0.75 T = 0.16 sec Tt = 8 sec By: R.J.M. Date: 7/10/18 Response Modification Factor (Table 12-2.1) Seismic Importance Factor (Table 1.5-2) I McPherson Engineering Wind Uplift Anchorage Components and Cladding Design Wind Pressure per Simplified Method (Section 30.5, ASCE 7-10) Vu,t = 130 mph Exposure Category = C Roof Zone = 2 Panel 0 = 7-27 deg Pnet = � K,t Pnet30 By: R.J.M. Date: 7/10/18 Pnet30 = 44.6 p.s.f. net design wind pressure for exposure B at h = 30ft per fig. 30.5-1 A = 1.21 adjustment factor for building height and exposure per fig. 30.5-1 K, = 1 topographic factor per 26.8 Pnet = 54.0 p.s.f. Check Anchorage to Existing Structure per Eq. 12.8-7 0.6DL - 0.6W controlling load combination (CBC eq. 16-15 for ASD) (per table 12.8-2) (per table 12.8-2) DL = 2.8 p.s.f. dead load of panel (inlcuding rack system) Approximate Fundamental Period W = 54.0 p.s.f. wind load normal to face of panel Long -Period Transition Period per Figure 22-12 Arealag = 16.4 sq. ft. area tributary to each anchor SPanc = 6.0 ft. spacing of anchors Seismic Response Coefficient (Per 12.8.1.1) CS = (SDS le)/R = 0.24 Seismic Response Coefficient Per Eq. 12.8-2 C,I = (SDI le)/R T = 0.90 Max. Seismic Response Coefficient Per Eq. 12.8-3 if T <_ TL Cs2 = 0.01 Min. Seismic Response Coefficient Per Eq. 12.8-5 Cs2 = 0.044 SDS le = 0.07 Min. Seismic Response Coefficient Per Eq. 12.8-5 Cs3 = 0.5 SI le/R = 0.07 Min. Seismic Response Coefficient Per Eq. 12.8-6 if S I >_ 0.6g Cs = 0.24 Design Seismic Coefficient Check Additional Base Shear Wexisting = 10.2 kips Wpanels = 1.0 kips Vexisting = Cs Wexisting = 2.4 kips Upanels = Cs Wpanels= 0.2 kips Upanels _ 9.89% < 10% Vexisting Weight of Existing Structure Weight of Proposed Panels Base Shear of Existing Structure Base Shear of Proposed Panels PER C.E.B.C. 402.4 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OKI P'piift = Arealag (0.6DL - 0.6W) = 504.2 lbs total uplift on anchor Dialag = 5/16 in. diameter of lag screw Penlag = 2.5 in. min. penetration to existing framing %lag = 266 lb./in. withdrawal load per in. of penetration per NDS Table 11.2A CD = 1.6 load duration factor for wind per NDS Table 2.3.2 Ct = 0.8 temperature factor per NDS Table 2.3.3 Pallow = Penlag Wag CD Ct) Puplift Pallow 851.2 Ibs total allowable withrawal on anchor 0.59 < 1.00 Anchor is OKI Anchorage = USE 5/161N. DIA. LAG SCREWS AT 6FT. MAX. O.C. W/ 2.51N. MIN. PENETRATION 7/10/2018 9:55 PM 7 of 9 ©McPherson Engineering 7/10/2018 9:55 PM 8of9 C)c McPherson Engineering EMcPherson Engineering By: R.J.M. � Date: 7/10/18 Summary Gravity Loads: Main Structure DEMAND DECREASED BY 8.03% = OKI Detached Structure DEMAND DECREASED BY 22.9% = OKI Lateral Loads: Main Structure DEMAND INCREASED BY 2.62% < 10% = OKI Detached Structure DEMAND INCREASED BY 9.89% < 10% = OKI Anchorage: DEMAND OF 504.21-B. < CAPACITY OF 851.2LB. = OKI USE 5/161N. DIA. LAG SCREWS AT 6FT. MAX. O.C. W/ 2.51N. MIN. PENETRATION 9 of 9 7/10/2018 9:55 PM ©McPherson Engineering F� 000 Lq o a U D Y 4- amm MM CM m�� z W � cD m o " z�[L � I I t z ��Z �— 6aao CID��� oo� w� U a ~ Z� H 00 m r' 2 t� W ¢ J W w Z J J j r W �, [n W LL LL i O CL' q x J OO z o U N w r n � m N Q� W LLJ N_ N_ V O n ¢ Q LU W W W 00 00 rV 61 0 Li � Ln d Z Z z z W QJ W W _ _ m 0 L, N QCD NCOx�o g a LL'�Ejw food �Qoz o zr<1LLJ �^ M a LLJ d a a U �! O W U W � z J J oo Ln z N n 1�t�l-1 "? z a ,,, oCL 07 Ln i N � N Q U Uj W In W �4 a v, U 0 0 Cr � ZLIJ & L Li IRONRIDGE Built for solar's toughest roof-, Datasheet Roof Mount System IronRidge builds the strongest roof mounting system in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified. code compliant and backed by a 20-year warranty. Strength Tested All components evaluated for superior structural performance. Complete Assembly End -to -end solution provides attachment, mounting, and grounding. Integrated Grounding UL 2703 system eliminates separate module grounding components. PE Certified Pre -stamped engineering letters available in most states. Design Software Online tool generates a complete bill of materials in minutes. 20 Year Warranty Twice the protection offered by competitors. XR10 Rail �1 A low -profile mounting rail for regions without snow. 6 spanning capability Moderate load capability Clear anodized finish Attachments Fln"oot to ■ t Anchor, flash, and mount with all -in -one attachments • Ships with all hardware • IBC & IRC compliant • Certified with XR Rails XR100 Rail The ultimate residential solar mounting rail • 8' spanning capability • Heavy load capability Clear & black anod- finish 1--ir. t -1MfTt r Drop -in design for rapid rail attachment. • High -friction serratod face • Heavy -duly profile shape • Clear & black anod- finish Clamps 8r Grounding — End CUlntps Slide in clamps and secure modules at ends of rails. • Mill finish & black anod. • Sizes from 1.22" to 2.3" • Optional Under Clamps Free Resources Grounding Mid Clamps i Attach and ground modules in the middle of the rail. • Parallel bonding T-bolt Reusable up to 10 times • Mill & black stainless Design Assistant Go from rough layout to fully engineered system. For tree. Go to Iroi�Ft+cac. amlrrrt XR1000 Rail A heavyweight mounting rail for commercial projects • 12'spanning capability • Extreme load capability Clear anodized finish R-I=Sum Raise flush or tilted systems to various heights • Works with vent flashing • Ships pre -assembled • Lengths from 3" to 9" T-Bolt Grounding Lugs Ground system using the rail's top slot. • Easy top -slot mounting • Eliminates pre clnlling • Swivels in any direction Datasheet Intemal Splices All rails use internal splices for seamless connections • Sell -lapping screws • Varying versions for rails Grounding Straps offered Tilt Legs Tilt assembly to desired angle, up to 45 degrees • Attaches directly to rail Ships with all hardware Fixed and adjustable Accessories 0 Provide a finished and organized look for rails • Snap -in Wire Clips • Perfected End Caps • UV -protected polymer ♦ t NAOCEP Certified Training f v Earn free continuing education credits, A ► while learning more about our systems. ► • Go to IronRrdge-cornitraming j 0 2014 IroriRidga, inc. AM rights rrnsrvW. Vie:i ererw.ircnndge.com or cars t-800-227-V23 for more nkwriato Vermin 1.31 $431 Wnphy Onve r'Addle/(xr WI 53Esi6il USA rdaphcne 6W 436 4400 f Aramrle WO 8319119 wirwo ntolek corn Test Verification of Conformity in the basis of the tests undertaken, the sample(s) of the below product have been found to comply with the requirements of the referenced spetilikations at the time the tests were carried out. Name & Address: IronRrdge, Inc. 1495 Zephyr Ave. Hayward, CA 94544 USA Product Description: Flush Mount System with XR Rails. Ratings & Principle firs Class Resistancc Rating; Characteristics: -Flush Mount (Symmetrical). Class A Fire Rated for Low Slope applications when using Type 1, 2 and 3, listed photovoltaic modules. Class A Fire Rated for Steep Slope applications with Typel, 2 and 3, listed photovoltaic modules. Tested with a S' gap (distance between the bottom the module frame and the roof covering)• per the Standard this system Can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding is required. This rating is applicable with any IronRidge or 3'rd party roof anchor. Models: IronRrdge Flush Mount with XR Rails Brand Name: IronRrdge Flush Mount Relevant Standards: UL 2703 (Section 1S.2 and 15.3) Standard for Safety Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for Use with Flat -Plate Photovoltaic Modules and Pands, First Edition dated tan. 28, 2015 Referencing UL1703 Third Edition dated Nov. 18, 2014. (Section 31.2) Standard for Safety for Flat -Plate Photovoltaic Modules and Panels. verification Issuing Office: Intertek Testing Services NA, Inc. 9431 Murphy Drive Middleton, Wi 53562 Date of Tests: 08/27/2014 to 03/17/2015 Test Report Number(s): 101769343MID-OOlrl, 101769343MID-001a, 101915978MID-001 & 101999492MID-0OIarl-crl. This verification is part of the full test report(s) and should be read In conjunction with them. This report does not automatically imply product certification. Completed by: Chris Zimbrich Reviewed by; Chid Naps Title: TechnKon It, Fire Rcsrstancr Title: Technician I, Fire Rc-%rlWnce Signature:` Signature: Date: 05/25/2016 Date: OS/25/2016 thn Vr„rwaf,rn n far rhr ru fires inr,if NMr,frl'a 16rni arrd n (aovWrd piirsWiud to thr aq, rwnt tirtwr m ►itrrtrl and 0% Chrot Inlefrri's rrsperisamMy and hatbehfy are Irfnrrd Ia.ttin rrrrrn and an,iaWnri+ i>f rnr ,rgarm*rrit hrferfrl asisi n n..• bab &ry roa,ry sty, althea than to rho rlwfif ,n atirovdanr w Wh the oWernw t, fry myiris, rrpmw of dnnioW rvaas+avrd by frrr inn cif tfrs Vroyii dnr CNdy tfw (hrnf n a✓lkwried to pefrwf ctW rings drf nl:dnrr cif the Vr,•ficairias Any inn ail the Irsewlel no~ ,r a rir a J ,fs mortis for rho uAr ,r advr f r,,nrw of rho Word mafr—A p wifixt ar wrvrr mi^1 first be approved on w,rtwig by rnrrdM rho afrrrvarfrcr.r and Jrsflnsprr rirn insult• frfrrmfed in thn Yenfifafiir• ore rr(rvanf arty te, rhr sarnpOr trdrWanprrfed thb Venfiratnrr b1' ,tseq dons nil' anpko rho► the ma frt"A pr,rfixt, air urvar n or her r t been crib, an Mtritrl c r,rifr atwn pr. riy nor, Of t OP 11 a (A MAR 2014 ) Aft, IRONRIDGE UFO Family of Components System Diagram Simplified Grounding for Every application -------- -------- -- -------- --- -------- -------- -------- -------- --- J-- -------- -------- --- C= --- -------- ---------- --- --------- -------- LL F ? = O UFO (' Stopper Sleeve • Grounding Lug = Bonded Splice Ground Wire Q Approved Enphase mr-roinverters can provide equipment grounding of IronFhdge systems eliminating the need for grounding lugs and held installed equipment ground conductors (EGC) A minimum of two microinve+ters mounted to the same rail and connected to the same Engage cable is required Refer to installation manuals tor additional details UL Certification The IronRidge Flush Mount, Tilt Mount, and Ground Mount Systems have been listed to UL 2703 by Intertek Group plc. UL 2703 is the standard for evaluating solar mounting systems. It ensures these devices will maintain strong electrical and mechanical connections over an extended period of time in extreme outdoor environments. Go to IronRidge.com/UFQ XR Rails .i XR1000Only I UFO/Stopper Bonded Splice d .I _ N/A Grounding Lugs t per Row t per Row _ 1 per Array Microinverters Enphase - M250 72 M250-60 M215.00 C250-72 iL Power Darton - MIG240. MIG300 G320, G640 Optimizers SoiarEdge - P300. P-320, P400 P405 P600 P700 P730 Fire Rating Class A �I (yggs A N/A Tested or Evaluated with over 400 F tamed Modules Modules Refer to installation manuals for a detailed list c JU 18"'W4q'oge, AM •*Ohl*wr+dwu v.,R..w+.....ror�Mae .zo.+r rw� -75'"r ,_ tYlr lfli%iFM MFrviirw I7f? /.fir► IRONRIDGE FlashFootTM Installation Overview Rapid & Secure Solar Attachments IronRidge FlashFoot'" is an all -in -one solar mounting product for composition shingle roofs that eliminates the need for separate standoffs flashings. and L-feet. FlashFoot incorporates a number of structural and waterproofing features to securely attach IronRidge Rails to roof structures, while also protecting against water intrusion and weather damage '0� Ae eta Goy �Z 2♦ lose Distibuban Play A sold instal plate below the L•root "XXeeaes tho FJAM hF_ s structural striongm and prevents any detornisli t of the t astxng owing "walat on c wkw cewsa•.fr �• w" sac WV &— t{ M Dual FAilic tsnical Seal At ate ceec of the riashroot a prc inAattd n AW bushing btms a a" mecnan+cat seat, w,"h its exterwr coaWtessed agar•st The Cavity of the 1 foot and tt3 tntenor t,ghtly wrap.rlg wound the shah of the lay Con Wateor Shedding Design A wide ftashng iayet cowntxned with an ctevMed seeing plaAorm max roves the FlashFoa.'s water Vi ddoV abrmy Tools Required: tape measure. chalk line. stud finder, roofing bar caulking gun with an approved sealant. drill with 1 /4" bit and 1 /2- socket Locate rafters and snap vertical and horizontal lines to mark locations of flashings. Drill 1/4- pilot holes. then bacMil) with an approved sealant. Line up pilot hole with flashing hole and insert lag bolt through bonded washer, L-Foot, and flashing. Tighten lag bolt until fully seated. Testing & Certification Slide flashing, between 1 st and 2nd course, so the top is at least 3/4' above the edge of the 3rd course and the bottom is above the edge of the 1 st course The FlashFoot is now installed and ready for IronRidge Rails. With provided L-foot fasteners pre - loaded into rails drop rails into open L-toot slots FlashFoot is certified for compliance with the International Building Codes (IBC) & International Residential Codes (IRC) by IAPMO-ES. Mechanical testing conformed to the standard for Testing and Analysis of Joist Hangers and Miscellaneous Connectors (ECO02-2011). and rain testing conformed to the Underwriters Laboratory Standard for Gas Vents (UL 441.96 Section 25). ,.:�.. ,.�:.�:•„.,_ -. R_.� �.,:..::.� �:�,.��;;_.. _, ; „ .;: ._. _, _. � - .yap. ,_ _.._. . .t Dmgi . tJ j_ r.• saw+ _ .as 7tli t go we 8044w tamemmo Per O A talo to ww" AS tos rfN� Fr ,p so,- Flew a Al? as &..s. 210111rnM Wht/WVefe«NAM w11MV .110 70 ... _ .. _ _ .......... wwaea .r ,.•. r -.w .w w.....rw..�rr. •.r � w ram.. w .� . �.�r .. r�.►�.� 0 2*14 korW.dye, Inc. As nphts toom red. 1P6rt wi%m frarvtdee.aawn or cAii 1 4K?221.4523 fw fro" N7torina Wit. 1MfWn JAV 77 ♦ - • -a • tt it - r ♦ tt t:w - t - - - «-♦ •. Modules • model « 0 m A; "yy" is either 10 or 12; and "zz" is blank or (BL). Framieless modules with model identifier O' • Modulesor40mm tramesand nuxlel identilierAC-xxxY/aa-ZZ:wtwe"Yis 125 a « / SOS or «r • •• t ♦s ♦• • • «. IT, IV t is ModulesBBAC or 50mm frames and model Rex t. power SolarGigaWatl Solar ModU les with 40mm frames and model identifier GWxxxYY, wtwre -YY" is either PB or MB, Modules with 40.45, or 50mm trames and model identifier HSLaaF"6-YY-I-xxxZ: where"se is Harvwha I PRO, PEAK„ B,LINE PRO, or B.LINE PLUS; and "ZZ" is G3, G3.1, G4, G4A, L-G2, L-G2.3, Hanwha O CELLS L-G3, L-G3.1, L-G3y, L-G4, L-G4.2, L-G4y, LG4.2fTAA, BFR-G3, BLK-G3, BFR-G3.1. BLK-G3.1, BFR-G4, BFR-G4.1, BFR G4.1 XXX, BFR G4.3, BLK-G4.1, G4/SC, G4.1/SC, G4.//TAA, G4.11 MAX, BFR G4.1/TAA, BFR G4.1/MAX, BLK 04,1/TAA, BLK G4.1/SC. EC-G4.4, or L-G5-2/H. Hebene Modules with 40mm frames and model identifier YYZZxxx; where "YY" is 36, 60, 72, or tab; and "ZZ" is M, R or MBLK_ Modules with 35 or 50rnm f and identifier HiS-YxxxZZ, w11 "Y" is M or S• and "ZZ" Hyundai G, is MI, MF, MSG, RI, RG, TI, or TG, fiek t ; Modules with 40 or 50mm frames and model kientifier IT-xxx-YY; where "YY" is blank, HE, or SE, or SE72 Modules with 40 or 45mm frames and model identifier JAyyzz•bb-xxx/aa, where "yry'" is M. P, M6 JA Solar or P6; "zz" is blar*, (K), (L), (R), (V), (BK), (FA), (TG), (FA)(R), (L)(BK), (L)(TG), (R)(BK), (R)(TG), (V)(BK) (SK)(T'G) or (L)(BK)(TG) "bb is 48 60 72 60SO1 or 72SO1 and as can be MP SI APR 3BB 4BB 4BB/RE 5BB Modules with 40mm frames and model identifier JKMYxxxZZ-aa, where "Y' is blank or S, "ZZ" is Jinko P. PP. M. and "aa" is 60, WS, 60-JI4. 6013-J4, 60(Plus), 60-V. 72, or 72-V, Frameless nodules with model identifier JKMxxxPP-DV. Modules with 46mm frames and model identifier KYxxxZZ-AA; where "Y" is D or U; "ZZ" is blank. Kyocera GX, or SX; and "AA" is LPU„ LFU, UPU, LPS, LPB, LFB„ LFBS, LFB2, LP82, 3AC, 3BC, 3FC, 4AC 48C, 4FC, 4UC SAC, 58C, 5FC, 5UC, 6BC, 6FC, 8BC 6MCA or SWA. Modules with 35, 40, and 46mm frames and model identifier LGxxxYaZ-bb; where "Y" is A. E, N. LG O. S; "a' is 1 or 2; "Z" is C. K, T, or W►: and "bb " is A3, A5, B3, G3. G4, or K4. Mission Solar Modules with 40mm frames with model identifier MSExxxZZaa; where "ZZ" is SO or SO, and "aa" 4 is 4J, 4S, 5K, 5T. 6J, 6S, or 6W. Mitsubishi Modules with 46mm frames and model identifier PV-MYYxxxZZ; where "YY" is LE or JE; and "ZZ" is either HD, HD2, or FB. Motech IM and XS series modules with 40, 45, or 50mm frames. Panasonic Modules with 35 or 40mm frames and model identifier VBHNxxxYYzz; where "YY" is SA or KA; I and "zz" is 01, 02, 03, 04. 06.. 06B, 11, 11 B, 15. 15B, 16, 16B, 17, or 18. Phono Solar Modules with 35. 40 or 45mm frames and model identifier PSxxxY-ZZ/A; where "Y" is M or P; "ZZ" is 20 or 24; and "A" is F, T or U. Prism Solar Frameless modules with model identifier BiYY-xxxBSTC; where "YY" is 48 or 60. Modules with 30.38 and 45mm frames and model identifier RECxxxYYZZ; where "YY" is M, PE, REC Solar $ TP, or TP2S; and "ZZ" is blank, BLK, SLV. or 72. Renesola Modules with 35. 40 or 50mm frames and model identifier JCxxxY-ZZ; where "Y" is F. M or S; and ZZ" is Ab, Ab-b.. Abh, Abh-b, Abv, Abv-b, Bb, Bb-b, Bbh, Bbh-b, Bbv, Bbv-b, Db, or Db-b. Renogy Modules with 40 or 50mm frames and model identifier RNG xxxY where Y is D or P S Energy Modules with 40mm frames and model identifier SNxxxY ZZ, where Y' is M or P and "ZZ" is 10. or 15. Sharp Modules with 35 or 40mm frames and model identifier NUYYxxx, where "YY" is SA or SC. Silfab Modules with 38mm frames and model identifier SYY-Z-xxx, where "YY" is SA or LA; SG or LG: and"Z"isM..P. orX. Solaria ; Modules with 40mm frames and model identifier PowerXT xxxY-ZZ; where "Y" can be R or C; and "ZZ" is BX, BY, PX, PZ, WX or WZ. SolarWorld ; Sunmodule Plus, Protect, XL, Bisun, Bisun XL, may be followed by mono, poly or duo and/or black or bk; modules with 31, 33 or 46mm frames and model identifier SW-xxx. Stion Thin film modules with 35mm frames and model identifier STO-xxx or STO-xxxA. Thin film frameless modules with model identifier STL-xxx or STL-xxxA. Modules with 35. 40 or 50mm frames and model identifier SE-YxxxZABCDE; where "Y is B. F, H, SunEdison 4 R R, or Z, "Z" is O or 4, "A' is B, C, D, E, H, 1, J. K. L, M. or N; "B" is B or W, 'C" is A or C, "D" is 3, 7, 8, or 8; and "E" is 0, 1 or 2. Modules with 35. 38. 40. 46. or 50mm frames and model identifiers OPTxxx-AA-B-YYY-Z Suniva or MVXxxx-AA-B-YYY-Z; where "AA" is either 60 or 72; "B" is either 4 or 5; "YYY" is either f 100,101,700.1 BO, or 1 B1; and "Z" is blank or B. SPR-A-xx series with standard G3 .-........ ��._� ._....___ ....__._.. ,.__._._____._ w .__._._._ _........._,__..0 Sunpower ( ) orInvisiMount (G5) 46mm frame; where "A' is E. NE, J. P or X; and "xx" is the series number which may be followed by COM Sunpreme Frameless modules with model identifier GXB-xxxYY, where "YY" is blank or SL Suntech j Vd, Vem, Wdb, Wde, and Wd series modules with 35. 40 or 50mm frames. Modules with 35, 40 or 46mm frames and model identifier TSM-xxxYYZZ; where "YY" is PA05. PC05, PD05, PA14, PC14. PD14, PE14, or DD05; and "ZZ" is blank, A, A.05, A.08, A.10, A.18, Trina .05, .08, .10, .18, .08D, .18D. 0.82, A.082(II), .002, .00S, 05S, 08S, A(II}, A.08(11), A.05(11}, A.1 Olt 1), or A.18(11). Frameless modules with model identifier TSM-xxxYY; and "YY" is either PEGS, PEG5.07, PEG14. DEG5(11), DEG5.07(11), or DEG14(11). Winaico Modules with 35 or 40mm frames and model identifier Wsy-xxxz6, where 'y' is either P or T; and i z is either M or P Yingli ; Panda, YGE, and YGE-U series modules with 35, 40, or 50 mm frames. The new high-performance module PEAK-G Is the Ideal solution for all applications thanks to its Innovative cell technology . PNTUM. The world -record cell design was developed to achieve the best performance under real conditions even with low radiation intensity and on clear, hot summer days LOW ELECTRICITY G(HERATION COSTS a. IIWfc.r Vicki per %urlare area k3wer EK)S costs hq$wr pKrwer classy% arul art elh( wrw v rate of up to 186% :NNOYFT.Id! AL WEATHER ]ECH%JLQGY Optimal yields whalevel the weather with excellent low 14$tt and tempe-talure 13eh4vK)i Et: HIGH PERFORMANCE _.+' I orip term yield %ectarnty with Anti 110 Cechnolf4N N' Anti PIO Ierhriok4V- Hot %pot Plolecl aril lraccable Quality Ira Uri' EXTREME W(ATH R RATING; 11*1h tech aluminum alloy frame certified foes htrh ♦rxrA -wauwo►v (N400Pa) and wind bad% (40(I01'd) ret}srdirtd+ II C _ �16 MAXIMUM COST REOIXT'IONS Up to 10% lower krfptshus coals due to hq$wr module capar ity per bads . A REl1ABLE INVESTMENT" ." " -am Inclusive 12 year prodix t warranty arkl 7!, year linear peefamame dilafantee- THE IDEAL SOLUTION FOR Cl ENineered in Ci4lgaw" APT Iasi aw4.tw* CeI t at ISr00 v atamra tyeuresad. wrin caedunwe rev tat gal covered modulo antscet 25"G. ltabh See arse sheet on rev toy IurlFtar .nerneebon. Q CEllS SPECIFICATIONMECHANICAL Format 65.71n x 39.4+n x 1.26ln i;ndwdny 4antel ` �� _ C 7670 min x 1000 min x 32 rrxn7 W4101 41 ASrbs U &S IlIYl ...�.......•,....« Front Cesar 0.13 in (3-2nvrJ treerrnally pre-stresat ¢°as win kcre ¢OW 71 Back Over C.prpoptatame _ 1 Frans Etteci anodaed alumnum�«`+ a « Cell 6 x I0 rreorldctystalllrle C ANTUM solar cells aauees Ma 2.603.031n x 31A-4.53in x 0.5"15;n (66 77mm x 90.1 ] 5mm x IS-19mm). Rosw Irian crasa iF67. win a pert dw0es ..w.. e...e.r •„ � •» Garble t rrmn Farr ceEre: [+6 z39.37rs (]OOOnTrt}, [1 z39.3.7 m 11000mrn} •''��'' COMeCbf yr; .< !a,_! M_4 a MCA rrtwfvummtpw IP68 �F ra-o» .«.w,•_.I i.r.... ELECTRICAL CHARACTERISTICS POWER CUSS JOO 3W 141*WMPEAFORMAWEATSTAt4DARDT(STC004OtnDNS,SrC (POWCITIDURMCE*SW/-Cll Pow" atwPt P.. (Tvl 30D 306 SwrtCercuriCurrenr IK IA) 9.77 9.84 Core Circuit Volute' VK IVI 39.76 40.05 s fairest st t1iP Il.. W 9.26 9.36 yes cite at Ai Vre lvl 32.41 32.62 E *oo" ' R Mf@W r PERFORMMWE AT NORM OPERATIirt COO TIONS. Wt PO" alNPP' Pw [04 222.0 225.7 Samcrcloscomr I. JAI 7.88 7.94 a oplorcircuit volute, V. IVI 37.19 37.46 w Current at MP/` I_ (A► 7.27 7.35 "tap atMPP` via. IVI 30,52 30.70 11 PCi W- -C nern m AY 1 e r r re-e wt en� STC . 3 % feX .6% ee00Mewe. IgtTAre 1 5 S ' Ifvr w sale. Kw o •sue. •.rj ens QCCI- PMOMAAku WA$tkmTI' PERFORMANCE AT tOw IRRADIANCE. .�. At it" 9@%af n(mrnt70aleer aurme hnl ter �.• __T.___®_r. __. �__._. ..... _ �.«..�`.r.••`....w.: «: TnaeaRw nos 0 6%00raomm ow ter w ..___.... ............. At West 9?6%al narnnal r • pdwe uD b 1(? Yers ' • At Oat 836% of now.nel tarot upbZ`Yfrt'• ..•___. , w _..__ _ All des% aenal marrne.*.enr x+laanrea 1•• . - - . .... _ .... _ - r - Fuk ran antra In sxadnce ern 11e rerranb f � � � , ' eara:•a ar err 4 CE(t 4 areka arAan laaf•M of tow � � � � � ; reepcbw CoueaY. a » o s. .re w ..... ram,.+.... r•w`�isa.�a�`i A••....a. �r� T1t'1Ci1 Wnm60! ar.7Qrt4-trx 4nb- tale nr :a l0 CQ1tl/iWte n em+ea.lsm bSTC eandtai25 `G. tOPDwhOWftn•} "EMPERtin:RE COUTMENT'S rerrpratrn Coamclentotl. a [%at •0.04 Terperaw CoeNscrens oIV • b 11i7R1 -0.28 terrperaerre CoenicTent elp- V I'r(l71(1 -0.34 Normal Operating Cell Tenparaarro FTOCT 11" 113 e5+A 146 .3Ct PROPERTIES,. SYSTEM DESIGN Mattnsn Sytrsn testate V.., IVI IODD (IECI1 7000 CUL) Sakly CIM If Matrtaan Senor, FwA Rating IA OCI 20 Fire Rating C VECI ✓ TYRE I full Design load. pus%(W IlbVIVI 75 (3600Pa1 Perrtsrud mdul oe irelperatLip to -40'F t.185eF 26aantes on contlttuous duty 1-40'C up 10 *W10 Orrin loatl, pull (W' tlhtfR'1 55.6 166 Rat • r --r QUA LIFICATIO NS AND Ur IZ03. VIDE Oiewb ?waled. CEwrp;�n. NUIMIM (OUtdaeepStPallot 32 lEc tl7i t IEd ZI. Irc 61 T3Q Ind 1l ;qti+-+irn eels. A Nuner aI Pallet pr SW Caftifer 30 NurrOr of Parless N 40 Container 26 wE E E ca. PsO,tOlmesom(lxwxH) 68.7rnx45.3inx46.lrn (1745 rrrrt x I Isomm x 1 170 mml Pallet w sent 141 (651 W MTE ::ara[ar r reuclb S must W tdlaared See the 02tal Yt•? and aoealme marvel a t ] WI w• tvchnrtal wnKv deprtmalt Wr ii mrormatexl m aptrowd mstalllb i, W d ufa d , - .a.tt Plae.w 4 OW Ardis awe. 3Vo Spec7.m Cants Drrae. Su -it 1250. Wine. CA 9M 10, USA I rti .1 949 748 69 % I WAR .-a, 1rarua a ceaa cam I NtI wwrr.a-dill. us solar=@@ solar=@q SolarEdge Power Optimizer Module Add -On for North America P300 P320 P370 P400 P405 SolarEdge Power Optimizer P300 P320 P370 P,QO ..� (tor 10[N wxfld ,Eo. t.r% Pw [IM t,4W.a..-x Jim �� a ,�... N M ,.or.l4 amWx) 6DCNmaMtMx) mofutnl �x� twMMla Module Add -On For North America INPUT Ratrd hpfw Ex P'" .. : ,. I A[1 KI[l aD•. w WvpAMi'��r P300 / P320 / P370 / P400 / P405 fv. ar"16 1'i"r4» [,1 Ott „� _ Mt^In Op"arfrT "'Wo w €, x tll 6 no 1)'. 1[P. VOc "" - "- " NtlaOwiltm ShuA C1rClaR WfRtfi (tv i t <! t 3 IU 1 Adc w, ac cwRrtt , 1 [ 1261 AdC E1<ltlenci 9+ ' % pvrrwiltsr (.atn�t�r'y II OUTPUT DURING OPERATION IPOWE R OPTIMIZER CONNE CTEO TO OR[ RATING SOLAREOGE INVERTER) M4.1mm putpa (tfrtrm 11, Adc ManaAfm ChAprt V..M.v" Vdd OUTPUT OUnWO STANDBY (PO W E R OPTIMIZER DISCONNECTED FROM SOt AREOGE INVERTI R OR SOt ARNOGE I NVE RTE R OI E ( OPlwf r 1 VOL . STANDARD CONI►UANCE IMK Kc PaR1SCM»R 111061001JI-6 J. RC6100061 o Salt•tY •.RCN:i,r11 U11 .. - ......................... .....5......... ..... .... . ., ... . RoHS Vk% Watcat+tl HISTAL AT10N SPECRICATIONS o Mawwum Atkwrd STxtrm Vaalla r L000 .. .. ... .. .. ............. .. ............. .. .. . Vd• • `n1°`. C<fwtpMAk• tttwerMrs AN Snluft>re S/r�k• Phav arM ! ht!' tITl�alt illretten .. Dwrt4wtum(WAIA1/) 1)s.l•.J.)rtils■ss>'.1[rl IJi.iS)i3s� 119A1sJ.%0/ mmJt� lYli r abI-) 61U J 1 E . ?%O / 1 7 . Mti J 1 9 Er / 1, Input Cannm-Sm MC1 "movide" NkA / M[ A C.wip lillle ...... .. .................... Amphr.olAHf . putLle trlxu4tM. Output Wvr TYpr. J tj x bli I —A ted, MCA Compat" hM / 1 ()Kxltlr Ir Aslyd. MCA Cnrttpafelr -, '.. -.... - - Amphr ,l AH4 putput W'nr,l e!411108.1 G 9'. J i ti 1 1/ 1 4 Operartrl�lem➢eraeurelLut........ .............................:.:.:?J 4b •185 C1 i ", „ . , . _ � , - .. ,. , .... _.. I>m�ctr�r, ]ttaw� ..... ................ ucs ! iiE MA�r• _ ... . aeyewv �rrnrllrT . ... .. u ]OD •IfM [a• r•wt 0 M� �<O.I� fttua..• �.,.r s....1\ rwi' •+•Y L• s .max PV SYSTEM DESIGN USING SINGLE PHASE SINGLE PHASE THREE# PHASE Mill A SOLAINDGE INVIItTIFWmm HD WAVE THREE PHASE JADV M'MM'm StF WV I rrct H . �PYtwer OPnmxArn}, ` 10 ... ....... .... ]X PV power optimization at the module -level .... ...... MsAltrum Slrwll l arIS,M �pb.rrrOPttmurr� )s :5 .... ...... .. .. w ...... - Up to 2596 more energy Maxwlum f ww" Pn Sir •.�(I[1(6110(1 Wph 5250 60W u>•6oE»t usJ."•• • iJ)SO Superior efficiency (99.51X,) PMaRrlistnrqPul 0# rMr" tattG01% YM% a Otterttatam� Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading R;o«�.;«;�,; �;;.;,.;'„r;;a :;;;�;;;� ,,�; — Flexible system design for maximum space utilization AA4 «+�ah�A Pon—. n�r.'tv�.�a�•�'�. �` Fast installation with a single bolt Next generation maintenance with module -level monitoring Module -level voltage shutdown for Installer and firefighter safety IISA CANADA C#RMANY ITAIY FRANC[ JAPAN CHINA AUSTRAHA THE NFTMFRL ANDS - UK ISRAFI - -URKF Y VXJ-H AFRICA - RUI (ARIA - INFXA www.soiaredge.us tntertiek T44A# Q%w*tt Asuao4. Ad,kess InUff" 3933 US 11 Crx M*xl NY 11045 C10.1,WtICIO4^ (kJ J58 flf% W" it I I(I UA (A-git Subject: ETL Evaluation of SolarEdge Products to NEC 2014 Rapid Shutdown Requirements To, whom It may concern This letter represents the testing results of the below listed products to the requirements contained in the following standards: of rapid shutdown initiation. The rapid shutdown initiation National Electric Code, 2014, Section 690,12 requirement for rapid shutdown. The evaluation was done on the PV Rapid Shutdown System (PVRSS), and covers Installations consisting of optimizers and inverters with part numbers listed below. The testing done has verified that controlled conductors are limited to not more than 30 volts and 240 voltamperes within 10 seconds is performed by turning off the DC Safety switch in the inverters. For inverters marked with (*), rapid shutdown initiation may also be performed by disconnecting the AC feed to the inverter. Applicable products: 0 Power optimizers- PBxxx-yyy-zzzz; where xxx Is any number, 0-9, up to a maximum value where xxx = 350; yyy could be A08 or TFl; and zzzz is any combination of four letters and numbers. OP-XXX-LV, OP-XXX-MV,OP-XXX-IV, OP-XXX-EV; where xxx is any number, 0-9. Pxxx; where xxx, is any number, 0-9 to a maximum up to 730. PyyyS and PyyyP; where yyy is any number, 0-9 to a maximum up 830, P4001 1-ph Inverters: SE300OA-US / 5E380OA-US / SE500OA-US / SE600OA-US / SE760OA-US / SE100GOA-US SE1140OA-US when the SolarEdge rapid shutdown cable labeled 'MCI-CB-xxxxx-x' which is part of kit SE1000-RSD-xx is Installed in the Inverter Safety Switch where xxxxx-xx is any number; Inverter part number may be followed by a suffix *SE3000H-US / OSE380OH-US / *SE5000H-US / *SE6000H-US / *SE760OH-US when the SolarEdge rapid shutdown cable labeled 'MCI-CB-xxxxx-x' which Is part of kit SE1000- RSD-xx is installed In the inverter Safety Switch where xxxxx-xx is any number , inverter part number may be followed by a suffix 0 3-ph Inverters: This snitimation is far thri mclusive, tism 4A Inlietak'% Gliont and rs Provided pursuant to Me aoIeernent betweim Ink-itek and its 010111 lnlfot-W* respoks4bay 4ftd 114WIV 4e lirnited k) the fornisaind (Xxidit"mi, of Ink- artr000uxti InlettOk assaou" w) katiality to any party other than to We Client in wxxordarim wth trie afliaerneal, for any loss expmse ot darnallia orrabiotied by the use of this arknh4born Any ob"mahco& dad se"ti, in On* repair art,- relevant only to tho ri:ainipk! evailuailod Only t1re cbrief ai *AlhonAA to cWy and ditsInbute this inkitmalian and only Then in its entireW Version 8-Septamber-2016 an K- - rl- - k tn" e Ke 1104,r* ^V*W " Address Inkmtr* 3933 US 11 G(mr6wid NY 1,"y',W) Nlevkxw WW 1584"15% WWW if) to U* ct'tn SESIKUS / SE10KUS / *SE14.4KU5 / SE20KUS / -SE30KUS / *SE33.3KUS when the SolarEdge rapid shutdown cable labeled "MCI-C&xxxxx-x" which Is part of kit SE1000- RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number; inverter part number may be followed by a suffix Of there are any questions regarding the results contained in this report, or any of the other services offered by Intertek, please do not hesitate to contact the undersigned. Pleasenote, this Letter Report does not represent authorization for the use of any Intertek certification marks. Reviewed by. Howard Liu Title: Engineering Team Leader Signature Date: 09/18/2017 ll6 f4l�iiiin�-- aitan m luit the exrtkiw4e use 04 11110,ttak'N Chant and is provided puasuArd k) Me aqfxetniol be IriletkISand its Oseni Inloirtek'* rV and li4t*bty *a birtuted to The lemif aired i:%xx*IKtr* Of Val 40040o(Wil Intertiak aWJ(e,0% ao kabillity $0 any party olhew Than to tho Client in atxxidancc wAth itic affreement for any loss tairimse or darnage occastoned by The team (A Ras onkirtinaeon Any oli*eivalions and tesWL* In thIS Forialif area faieVent orgy 10 lh4n! *arhpki eyallUatted (-,)nly ifte ('baftl M aamorized to copy and distribute this in lonnation and only Inch in its entirety Version. 8-Septiernber-2016 Wel—MMIMM14