Loading...
HomeMy WebLinkAboutBLD2018-00689 Roof Solar - BLD Permit / Conditions - 7/2/2018 Inspection Line (Sbu)4Z/-/ZbZ MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 'r Mason County 615 W Alder St r Shelton, WA 98584 "'4 RESIDENTIAL BUILDING PERMIT BLD2018-00689 OWNER: THOMAS ARNOLD RECEIVED: 6/28/2018 CONTRACTOR: OFFSET SOLAR LLC 858-243-8909 LICENSE: OFFSSL831 PL EXP: 10/13/2019 ISSUED: 7/2/2018 SITEADDRESS: 2387 NE OLD BELFAIR HWY BELFAIR EXPIRES: 1/2/2019 PARCEL NUMBER: 123171490034 LEGAL DESCRIPTION: LOTS: 3-4 OF SP#2532 PTN TR 3-D SE NE PROJECT DESCRIPTION: DIRECTIONS TO SITE: NEW ROOF MOUNT SOLAR PANELS hwy 3, left onto old belfair hwy, follow to site General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: Type of Use: SF Insp. Area: No. of Bathrooms: Occ. Group: Lot Size: Deck: Type of Work: MEC Fire Dist.: 2 No. of Stories: Occ. Load: Building: Valuation: Building Height: Occ. Status: Basement: Manufactured Home Information Setback Information Shoreline & Planning Information Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body: SEPA?: Model: Width: Ft. Rear: Ft. Slope: Ft. Shoreline Desi Side 1: Ft. g.. Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Additional Fixtures 22 Building Special inspection NMN 6/28/2018 $ 73.00 S22 0 1 8 0000 00 01 Mechanical Base Fee NMN 6/28/2018 $28.50 S220180000000i Mechanical Permit Fee NMN 6/28/2018 $ 371.80 S2 2 0 1 80 00000 01 Total $473.30 BLD2018-00689 Please refer to the following pages for conditions of this permit. Page 1 of 4 CASE NOTES FOR BLD2018-00689 CONDITIONS FOR BLD2018-00689 1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks arrd*onetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. Th p n X igning this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. 2) ALL FURNACE INSTALL TIONS SHALL MEET THE MINIMUM EFFICIENCIES SET FORTH IN THE CURENT EDITION OF THE WASHINGTON STATE ENERG COD� SEC) ANY PORTION OF THE MECHANICAL SYSTEM THAT IS ALTERED OR REPLACED SHALL MEE t THE MINIMUM STANDARDS T� T IN THE WSEC AND INTERNATIONAL MECHANICAL CODE, X Ji III BLD2018-00689 Please refer to the following pages for conditions of this permit. Page 2 of 4 3) The installation of solar(thermal or photovoltaic), energy systems to provide space heating or cooling, hot water and swimming pool heating shall conform to Chapter 23 of the International Residential Code. Chapter 14 of the International Mechanical Code, Uniform Plumbing Code, the International Fire Code, and be shall be listed and labeled in accordance with U L 1703. Roof mounted panels shall weigh no more than 3 Ibslsquare foot and shall not exceed 1000 lbs. Supports for solar panels are to be installed to spread the dead load across as many roof framing members as needed to ensure that no point loads in excess of 50-lbs are created Panels may be installed on roof assemblies with a single layer of roofing material Roof assemblies with more than one roofing material layer shall require an engineered analysis demonstrating that the roof will support the additional load of the solar panel system. Attachment to the roof shall be in accordance with manufacturer specifications provided during the inspection by the Mason County Building Inspector. Roof mounted equipment shall comply with the International Fire Code Section 605.11, including signage and access pathways Roof access points shall not be located in areas where access ladders would block window or doors openings Not less than two-3-foot wide access pathways shall be provided from the eave to ridge Ground-mounted panels and modules, installation must be in accordance with the manufacturer's instructions and be available at time of inspection. Inverters shall be listed and labeled in accordance with UL 1741. Systems connected to the utility grid shall use invertors listed for the utility interaction Collectors and thermal storage units shall be listed and labeled to show manufacturer's name, model number, serial number. collector weight, collector maximum allowable temperatures and pressures, and the type of heat transfer fluids that are compatible with the collector. Connections to potable water supplies shall be provided with backflow protection in accordance with the Uniform Plumbing Code. Solar energy systems containing pressurized fluids shall be protected with a temperature and pressure relief valve and be protected from freeze damage Systems shall be equipped with means to limit the maximum water temperature of the system fluid entering or exchanging heat with any pressurized vessel inside the dwelling to 180 degrees Fahrenheit. Solar energy collectors, controls, dampers. fans, blowers and pumps shall be accessible for inspection, maintenance, repair and replacement. The roof shall be constructed to support the loads imposed by roof-mounted solar collectors and shall be constructed of noncombustible materials, flashed and sealed to prevent entry of water, rodents, and insects. The building inspector may require additional information, including an engineered design, to verify that existing roof or floor construction are adequate to support the additional load of the solar energy equipment. When required provide an engineered design for,+ , ection X 4) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washingtop Occupancy is limited to the approved and permitted classification Any non-approved change of use or occupancy would result in permit revoc do X 5) All building permit shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or tq akttain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinanc s a uil/ ing regulations. X t 6) All permits expire 180 days aft permit issuance. or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a perio exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder hav r en d action from being taken No more than one extension may be granted X BLD2018-00689 I Please refer to the following pages for conditions of this permit. Page 3 of 4 OWNER f BUILDER acknowledges submission of inaccurate information May result in a stop work order or permit revocation Acknowledgement of such is by signature below. I declare that I am the owner owners legal representative, or contractor I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS Y MEANS OF INSPECTION, INACTIVITY OF THIS PER IT APPLE ION OF 180 DAYS WILL INVALIDATE THE APPLICATION. oij Sign tune Date - i r /^ ( OWNER REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) BLD2018-00689 Please refer to the following pages for conditions of this permit. Page 4 of 4 no o CONCRETE MECHANICAL MANUFACTURED HOME 9 Footings Setbacks Date By Ribbons z Gas Piping CD o Interior Date By Interior-Date By Date By CD Exterior Date By Exterior-Date B�+ Set-up Point Load!isolated Footings INSULATION Date By 20 BG!SLAB INSULATION Date By Date, By FIRE DEPARTMENT � Foundation Walls Floors Date By C/) Date By Data By DECKS FRAMING Wails Date By Date By Data By PROPANE TANKS PLUMBING Vault Date By Date By OTHER _ �... Groundwork Attic Date By Date By Type: Date By DMV DRYWALL Type: -0 Date 8y Int.Brace Wall pa gy, W v Date 8y FINAL INSPECTION p CA Water Line Fire Seperation N m Date By Date By Fula By OA m 00 s Pass or Request Inspect. c Type of Insp. Fail Date Q ate Done By Comments CD N� PATS, /8 F CD i 0 A O _a o' i Cl) j O S Cl) (D 3 i N (D 0 t t OVER-THE-COUNTER BUILDING PERMIT CHECKLIST FOR RESIDENTIAL SOLAR PHOTOVOLTAIC SYSTEMS: ROOFTOP MOUNTED Contractors can apply for on Over-The-Counter(OTC)permit where the PV system meets the requirements listed in this Checklist.All project plans and supporting documentation must be provided on site for the inspector. --------TO BE COMPLETED BY APPL{CANT------ 0 Project Information - ...._.....-.. I Property Owner Name: Thomas Arnold I Project Address: Parcel# _ 2387 NE Old Belfair Hwy _ City: State. Belfair Wa 98528 j Day Phone -- l -- i Contractor Name _ Oftset Solar LLC. Contractor License#: offsesl831 pl Contractor day phone: 858-243-8909 Describe project: conventionoi framed bwlt dwelling or goroge, — Pole structure,steel building,etc. Note' Manufactured/mobile homes require W Approval PV system description Residential-Roof mount solar system (include manufacturer and model#of PV i modules and inverters): Determine if your project qualifies for expedited permitting: , yes No 1. PV system is designed and proposed for a detached one-or two-family dwelling or i townhouse not more than three stories above grade or detached accessory structure that Q " is code compliant to setbacks and height,or code allows expansion of nonconformity for solar modules.[IRC 101.2J 2. Modules on pitched roofs do not exceed the highest point of the roof unless approved by Q the local jurisdiction. 3. Rooftop is made from lightweight material such as a single layerof composition shingles, Q metal roofing,lightweight masonry,or cedar shingles. 4. The installation shall comply with the manufacturer's instructions.[IRC M2302.2) Cal Q S. The installation shall meet the requirements of NFPA 70 National Electric Code,and all required electrical permit(s)must be obtained from the Authority Having Jurisdiction to Q administer the electrical code.[IRC M2302.2) 6. The installation shall meet the requirements of the international Fire Code as amended Q by WA State.[IRC M2302.21 1 7. The PV system is designed for the wind speed of the local area,and will be installed per Q the manufacturer's specifications.[IRC M2302.2.1(1)1 8. The ground snow load does not exceed 70 pounds per square foot.[IRC M2302.2.1(2)) 1� Q 9. Total dead load of modules,supports,mountings,raceways and all other appurtenances j Z Q weigh no more than four pounds per square foot.[IRC M2302.2.1(3)] ( f I r r Enter total dead load of system(Ibs/ft):Click here to enter text. 2.51b 10. To address uplift,modules are mounted no higher than 18"above the surface of the ❑ roofing to which they are affixed.[IRC M2302.2.1(4)] 11. Supports for solar modules are installed to spread the dead load across as many roof- t framing members as needed to ensure that no point load exceeds fifty(50)pounds. 12 ❑ [IRC M2302.2.1(5)) 12, The photovoltaic modules and supporting structure shall be constructed of noncombustible materials or fire-retardant treated wood equivalent to that required for ❑ the roof construction.[IRC M2302.2.1] i 13. Roof and wall penetrations shall be flashed and sealed to prevent entry of water, ❑ rodents,and insects.[IRC M2302.2.2] 14. PV modules are listed and labeled with a fire classification in accordance with UL 1703. ❑ [IRC M2302.2.31 Comments: Click here to enter text. If you answered yes to all of the above questions,the project qualifies for the aver-the- counter permitting process. © Submit this Checklist,Site Plan,and other required permit application forms to: [insert contact info for]urisdiction having authority] As the property owner or authorized representative of the above listed property,I attest that all information in this checklist is accurate to the best of my knowledge. Applicant Signature: W��a/v Date:May 29,2018 Applicant Name(Please Print): Melissa Preuninger --------TO BE COMPLETED BY MASON COUNTY STAFF------ Qualifies for OTC Building Permit? ❑Yes ❑No Permit Application q: Staff Initials Date: 1 2 itek ENERGY SE SOLAR MODULES Design & Engineering Data 'to k Ali E N E R G Y GENERAL DATA Budding Solaf 1 1,owering 1 fie future coo type f�Stfw.-,-p-type cep. Solar Glees •LAho-citom on#qatiectwe cl n.?'e r`7• Terrowed.*0h iciw iron co"fent •Anti gk3m p6sm atic w A —b% oce text -- MECHANICAL DATA tack~ mum,Vered X. • er4gwefed odhesior kx mnxkrwm A*01he VOW W.ghl m—a d akmwx., • Conpoftle with slonciad itx-kmg,0cc0m3dcftQ DOM 10P 00— ckxros and botforr+-kjrqe mcx nhrig; i MAXIMUM RATINGS cow •42"90C 12 AWG PV wire I Cp-ofio.al Ap"clion lax •3 Oirpou coofts L%VDC M('4 COW*00n Maximum system Voltage G"Kwb*V •cad6ed for Wl0y%. cmy0cS WEB—gro.-d1w cbm L—d(UL 1703) up$D 113 NWW •FQhl starxiaicl grc"xkV orations c>w n-,odjie far '*-d ced w9 e k-"-v Maximum tood(Ul 1703) M—a,um wino wQo 113 katIP Max Saves fvw gafi" ISA --- Max Re—m.C—w F UL Uaw me mcov TVP, usTEMPERA TUR;- ,GS-- Fm two 96 talus Intenek Oporofin ELECTRICAL DATA* 265SE T.141.1aftw•Coelllcted of V� j#mpq(o,%,,V C**M0,L*CLI.�_ K9-04%f'C m.mmm po.. P—iwp� T*nWwakwq Coescited 4d V— •0.38%M �xy vvlWir)$2%oftiM OPI'm;Wc� V 5 V;Y V,b, 9 a(kc-,3,6cj salves ce Stanoora rest ConcliflaM(STC): _2L.............. bmiackwK�e Of 1,0"/"", AM 1.5 gAkc#w". Co* Modde lency _1 6.7M 16.99% 17,29% 01 25'C, Vjl VJIQi KA SUMAC! W0KI4111409CE 1014— X3— 94mm Smm 14114 0 IV$kq 00"" typ Typ 13 rf's 7z 13.94 T 174 mmmm 17 V4 IS in)-h sm 610C247 ka e Depth:50 12K mm t475mm V07.19-16 3886 Hammier Drive I bekVnom Wovikvlo-,98226 1 360-647.9531 1 emdI:nf0*4ekenwQY.c0m I www il0ke"OrgY COM solar= inglSe Phase Inverters for North America vez o� .,..'b U— a...al.:Wd�-i,3. t,LDUJUA'cr.;, SE760OA•US!SE1,0000A-US?SE11406A"US SE3W0A-US 5E39WA-US SE51706A-US 5E600oA LrS SE760OA-US SE100WA US SE1140WUf OUTPUT 209V-� 114W VA Ntan,nat AC t"uwa�+Duteox. 3000 -� ,Cl4._ zwv 12000 VA Max.AC t�rFwar Uu +33?) � �. ,. .,. :��>4G.��40y , AC Lk�hx VrAt Min-NOM..�Max«' ✓ 183-208-229 VaC AC OMput Vnhaae Min.4#Wn.-M..,. 211•240�2ti4 Vac b k'2'18S° 48 106"' hit".Canwuaus Otttpuf Cu"irm 12.5 It, ?,. 240ir 25 42 0Y 24 47.5 A 6f0{Thire id A Nbettoei tsp Pnptectaoh,CouMx Con trabfe ThnlStgids _. _.,._._.. _ _ t5rs Mi.attNitl DC P'Owet' 4050 5200 OT%Y -Cl .:. 10251; 135(lU 15.350 W Trar4k,rr H fees,Ungrowuted ter Mar.input Vcdtar 1 1 500 etr3c Nom EX.WWI VolLW 325 85 20RV/3S0?2a0V 'vda. Max.input"u"enr" 9.S 1 ;5 S it 240V_ IA . ...� :#t3.S C1+2Z40V 34.5 ,. ..Adr Max.infxR Short Circuit Current <`, - A.'k 9e rs cbtarrtT Pmtaction yes .. Crround-fxwh Nolan Oate— 60MW Sensitfiwti, M&*WW n W4Ortar£$icierwy 97.7 98.2 98.3 +ali.3 98 49 48 46 _. __. _. Cf.0 Weighted E9ldemy 975 998 90 97 I 49 925 97 S 97 0 206V 97 S NwIttifft Parer Con"W000 c 2,5 a 4 W Suftpetxed taaavwflaaio�u+CrrtAoex _. . _ .. _ ewes.RS n.,fthernet?at".(Opoat+a.i Revenge Grade Date,ANSI C12.1 Redd SfxtMown NfC 2614 enc Automatic Rapid Shutdown upon AC Grtd Ow"twecr'^ "STANDARD COMPLIANCE Sadeta 1fL2741.UL1.741 SA UL16498 CS\C22.2.,CaWdi,M AFC acCW to T t L M1Y7 ... God Connection Standver tEEE1547,Rik 21, .. ¢'sYtlK�tiry; fCC�7avt15 t11aR B INSTALLATION SPkC151CATL0NS AC uatyat com loft spar/AWC r"f 3/4"mbwtum 116-b AWG`"__ _._......."...._.__ `3/4 mu+Heum/9-3 AWG ,.,.... x inwi cx ndvR silt l Nod ttr rgs 1 d14'maup w /12 strings 116 4 A" 3*m+umum/1-3 ttring5 l AWC ran&e- )4&Aft Un--�rss wtih Safety Switch 30.S.12.5.20.5 7 M titrW%U} 30-5 x 12-5.1 Z£775 a 33h x 1&: - '"S a US A 26U ANwght w+tf.5aftty Switch S1.2 f 23.2 ';.4 t ,.4.? 98.4 f 40.2. Natural foat�aq N4turat Cn»vtetao+s arui'ntvrnat Eana iunca replse;tatFte$ tan(uW �.mptaseaak) Naxw «25, 50 dBA Min.-Mar r2peraHtag Ten,{ycraxure ..13,o+1401"25 xr3+60 t-40 to+60 vetsian availabl r"'1 ry±lie Protactbn RattrrN _ NfMA 30 _ :roratw nw+++.t we.c.>wxu::xrwcage tiwca�+. ,:A AiaYi a9MffO1 sx.ri ma9 W UMS t!N MH.�wAf.M.A�«f5q,ywn^M.b:tM M.r.YstK t°MyMwr pW wwrfw 3'NW SBsr.n&.,!%lOa1M{a2}ry A&"xAY cM.nr:BC)lY3tiR�afaUOF+eNl4Ti ••.-Yi wtYwan fYN SLu�u1N#%kXaN�t{�M�FanfrM,!srlW'4f F9galy$g9tAW.si: i M solar=ev SolarEdge Power Optimizer Module Add-On for North America P320! P575 ` P400? P405; P505 P320 P370 P400 P405 P505 OPTIMIZER MODEL (tor hiYhe:power (tw R�Mpower {cot 72&95�ceii Itor tNn Rim (for higher (tim"d A't�tn mWIGaitbifitY) 60+titl teil}(tu1M) 80 and 72-ceti modules) mudutesl turremmPStuweS modules) INPUT__.. ...,...,,.... '<` rA r;r r. s, ,x`o4 _ •;f Rated Piput DC Power" ? 3I0 37U 400 :iJ> ..SOS, , IN Abwt„to Maximum mpul Voltage 48 60 gp 125 83 vd( lvn(at lowest temPerature) MPPT Operating Range _ 8-48 1, 611) 8-..BQ 125-HIS 12.5-83 Vdc Maximum Short Circuit Current(ist) 11 :ct: 14 Adt Maximum DC input Cwrera 13 I`, P ti3 17.5 Ad c Maximum ERxeency `''i Is weleaed tttict ocv 98.8, mOUTPUTDU8INGUPRANON_ W_ OPTtMiZE—R—CON�NEC�TEPT_OOPER_A_T_IN..G_.SOLAREDGE INVERTER) Maximum Output Current is A& Max., ua^C3wput voltage 60 vdc DUTPUT DURING STAND3f{POWER OPTIMIZER OISCONNECTEO FROM SOLAREDGE NVERT£R OR SOLAREDGE iNvERTER OEf) .. , STANDARD COMPLIANCE igSTALLATI�)SPECt£TGRTtONS ���, Maximum Allowed System Vottagr Compatible,mverttws .. - AA Solaro t Singw Phase and Three Ptaase s.ret s _ .. ...- .. ,x 3.97.3.5b �x97x232/ _....._ Dimensions lW x L.H) 128x 152.28f h x5.91.1.1 •YS=97x1.4/ 1 1=bx a', ,..t3a l51x59 i min/M r _ Sx5.47xi.42 weight(inttud,ng cabtesl 630 11.4 750 1 1 7 ,.. 84511,9 1064 f 2.3 - laput Cuttrrei`%'ir .._ MCC=.: <... ..........__ ..<........ . Output Wire Type,/CAnnettot t7oteDle ineutalW:MCA _ Uutput Wire Levh.. 0,951 3.0 1.2(3.9 m f h Operating Temperature Range -40-+851-40-+185 CI I Protection Rating .. 'P681 NEMA6P Retool"Humidnv D � '"euMe sit eeoW«d,xe m.aa.,tM®ear a ua,o.sx eewxe xa«sn,xa.s. rnry aA«cam,.,.<o.mess w.+.x ie�a s+vaar*r. PViY ttk (g SINGLE PHASE SINGLE PHASE THREE PHASE Z09V THREE PHASE 490V ._.�. ... HD-WAVE Mmlmum String Length P31t),P37Q,P4c10 SU c (power UPamuen} P405,r P5Y, `= a.._..... ...a. " Ma.mwtt,String Lengtt, .. .. 25. ... ,. (Power OphmtYers) .,.. .. Muximum Pwwst Per String S,E/Is ri vS: .. Paraitei Strings of Different Lengtrn vu, or Ortentationy, ... f.4w,aww w«N.—,•,fw,_i «,!emu./;ww.esuw+ta�.nx=:=w+urt wzi•s�e.tfvres.. „r4,,, wx. `•n w.u,i wwwra i.:...,.ropy,p;p5.wn V]7p1Y1"MjTatxi(>Ma/P?�Q,*byp'1..,wa ur+�. WC'Wr N+um_M+T✓R=tMnn w P W x0(i✓•B tM XN Mi�RrMt "A' 10041000 0 XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads,while minimizing material costs. Depending on your location,there is an XR Rail to match. XR10 XR100 XR1000 XR10 is a sleek.tow-profile mounting XRIW is the ultimate residential XRi000 is a heavyweight among rail,designed for regions with fight or mounting rail.It supports a range of solar mounting rails_It's built to handle no snow.It achieves 6 foot spans,while wind and snow conditions,while also extreme climates and spans 12 feet or remaining light and economical. maximizing spans up to B feet more for commercial applications. 6'spanning capability 6'spanning capability 12 spanning capability Moderate bad capability Heavy foal capability Extreme load capability Clear anodized finish Clear&black anodized finish Clear anocaeo finish Internal splices available Internal splices available Internal splices available Rail Selection The following table was prepared in compliance with applicable engineering codes and standards. Values are based on the following criteria:ASCE 7-10, Roof Zone 1, Exposure B. Roof Slope of 7 to 27 degrees and Mean Building Height of 30 ft.Visit IronRidge.com for detailed span tables and certifications. Load 100 ,.. 120 None 140 XR10 d 160 100 120 10-211 140 160 100 30 160 100 ., 40 160 60-70 160 a tom', .__,.... ..� ..• - -_�.�.. ..�,..____W..__. .. .,�,u 80-90 160 RSTC Enterprises Inc 2214 Heimstead Road Eau Claire, Wl 54703 S �� LADECK 715-830-9997 Outdoor Pass thru enclosure: Model - 0786-3R 5 Asphalt/Cedar Roof Systems For AC or DC current ETL Listed and labeled to UL standards Report#3125796 CRT-001b Revised March 2012 ,yu � • UL50 Type 3R, 11 Edition Electrical equipment enclosures • CSA C22.2 #94-M91 special purpose s,. enclosures (2006) Nl Basic specifications Material- 18 Gauge G 90 Steel Base/Cover r Process- Seamless draw(stamped) Flashing- 15"x 15" Height- 2.625" Cavity- 8"x 9" x 2.5'(162 Cubic inches) i' l Finish- Powder coat(1100 hours salt spray) tSOLADECi o7es--3Rfi Assembly: • Cavity Base and cover punched for matched assembly • Base Flashing pre-punched for roof deck mounting • Cavity Base- (5)predetermined dimples for fittings or conduit Base plate: 16 gauge galvanized steel • Fastened to base flashing with toggle fastening system f • Finish- Powder coat(1100 hours salt spray) • (5)Roof deck knockouts « • Knockout sizes-(3).5",(1)_75"and(1)1" • Rail-7"slotted 35mm ` '. Ground-Installed with steel stud and star nut (5)Position for wire size 14-6 Strain Relief Clip-Aluminum riveted installation Hardware pack: 7-1"Truss head screws " 4-.5"8-32 thread cutting screws 4-Bonded seal washers#10 2-10-32 Steel studs 2-10-32 318"steel star nuts With 2 circuit AC pass thru kit 1-Foam gasket seal 1-Installation instructions ! Kit Part # 01612 *"� Kit sold separately t. AM& IRONRIDGE Grounding Lug 2 nm NO. De=rTION ON.IN KIT LUG,GROUNDING,LAY-A-LOW PROFILE 2 2 NXT, 1/4-28 X.750'HEX CS SST 2 3 NUT.FLANGE HEX 1/4-20 SST 2 4 LT.T CSTM */4-2C X to i.'88"LOCK SS 2 Pod Number Ve=rlplfon Wir*Sim XWVO(WWGf I GD-LUG-003 KIT.2PCS.GROLNOUNG LGG. 4-1C 1 jLug,Gfounaing 3) Ficnge Hex 1/4-20 .7- 7/'b 'eac�� 24 1,75 prop" Vol$" uatenal 30L nkm J I Se"s stem Steci Pf*PWty Value I Pinjh matefic, Tiri ftlod Copper Cseas 41 Bolt,T CSTAA x.750 24 1 20 THD 21 Bolt. 1/4-28 x 3K Hex Ilk' —7/16 ThO meoc 26 Property Valuo Vokoe materla� -r—_ sve�stoiness St" 3X safms 5TCirmw SteelF,n;sn Clecr IRONRIDGE Universal Fastening Object UN',VERSAL FASTENfNG OBJECT ITEM NO. DESCRIPTION i QTY.IN KIT UFO-CL-001 i KIT,4PCS N VERSAL MODULE CLAMP, CLEAR 4 UFO-CL-0C11-B KIT,4PCS, UNIVERSAL MODL E CLAMP, BLACK' 4 i .29 7116 Hecc @ 37 COvsPATtBLE w!Tr 32-4btnm MODULE FRAMES 01 12 hopKfY _ Volvo moterfaf 300 Series Sta;ntess Stee+ fmar Ctecr atO Btack v�.0 fi.l ► IRONRIDGE FlashFoW Tate '%trongest Attachment it �eifnr IronRidge FiashFoot2 raises the bar in solar roof protection.The unique water seal design is both elevated and encapsulated,delivering redundant layers of protection against water intrusion. in addition, the twist-on Cap perfectly aligns the rail attachment with the lag bolt to maximize mechanical strength. a Twist-On Cap FlashFoot2's unique Cap design encapsulates the lag bolt and locks into place with a simple Three Tier Water Seal twist.The Cap helps RashFoot2 deliver PoashFoot2's seal architecture utilizes three superior structural strength,by aligning layers of protection.An elevated platform the rail and lag bolt in a concentric diverts water away,while a stack of rugged load path. +`= components raises the seal an entire inch. ' The seal is then fully-encapuulated by the .a Cap.FfashFoot2 is the first solar attachment to pass the TAS-100 Wind-Driven Rain Test. z' 4 Single Socket Size A custom-design lag bolt allows you to install FlashFoot2 with the same 7/16-socket size used on other Flush Mount System components, Water-Shedding Design An elevated platform diverts water away from the water seal. Installation Features e A Alignment Markers Quickly align the flashing with chalk lines to find pilot holes. B Rounded Corners Makes it easier to handle and insert under the roof shingles. C Reinforcement Ribs Help to stiffen the flashing and prevent any bending or crinkling during installation. Benefits of Concentric Loading " ' 1000 _ Traditional solar attachments have a — horizontal offset between the rail and lag ' &00 � •�raer,p compeut« bolt, which introduces leverage on the lag n 6rw bolt and decreases uplift capacity. 400 -.i.a...co.:comauEor FlashFoot2 is the only product to align the 100 rail and lag bolt. This concentric loading design results in a stronger attachment for ° 3 the system. Rail-to-Lag Offset(in) Testing & Certification Structural Certification Designed and Certified for Compliance with the International Building Code&ASCE/SEI-7. Water Seal Ratings Water Sealing Tested to UL 441 Section 27"Rain Test"and TAS 100-95"Wind Driven Rain Test"by Interlek. Ratings applicable for composition shingle roofs having slopes between 2:12 and 12:12. UL 2703 Conforms to UL 2703 Mechanical and Bonding Requirements. See Flush Mount Install Manual for full ratings. Site Assessment Customer: Tom and Denise Arnold Address: 2387 NE Old Belfair Hwy,Belfair,WA 98528,USA Phone: (360)710-3792 System size:6.49 kW System cost:n/a Date: May 30th,2018 7;7 7 ft cl 1;�7 ft Mlt� V Q �6.7ft 34 3ft � o I2�7ft n 34.3 ft ^� 0 76.7ft Q oc AC 77 -7 ft MSP • powered by Site Assessment Customer: Tom and Denise Arnold Address: 2387 NE Old Belfair Hwy,Belfair,WA 98528,USA System size:6.49 Designer: Justin Knoles Date: May 30th,2018 Component List 0 0 O Manufacturer Model Quantity Itek Energy iT295-SE 22 Q SolarEdge Technologies Inc. P320 22 SolarEdge Technologies Inc. SE6000H-US 1 (none) Meter 2 a444 (none) Disconnect 1 o • Notes: p—.d by aurora