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Home My WebLink AboutPermit Plumbing 2002-02-05Job# 02-00128-01 RESIDENTIAL PERMIT City Of Springfield Gommunity Services Division Building Safety Page of1 SPRINGFTELD 225 Fifth Street Springfield, OR97477 Location Of Proposed Site: 655 Rowan Ave Spr AssessorsMap#: 17033423 Lot: Block: Addition: Job Number: 02-00128-01 Office:726-3759 lnspection Line: 726-3769 Tax Lot#: 01103 Subdivision: ctTY oF sPRtNcFtELD, OREoON Owner: JosePh Battig Address: 655 Rowan Ave Scope Of Work: Plumbing Phone Number: City/State/Zip: New 541-747-7732 Springfield, OR97477 Value: $500 Contractor TyPe GeneralContr Quad Area: # Of Units: Constr. TyPe: Water Heater: # Of Buildings: # Of Bedrooms: HandicaP Access? Contractor Energy Service ComPanY 399 E 1Oth Ave, Eugene, OR 97 Office Land Use: Zoning Code: Bedrooms: Range: Registration # ExPiration Date WORK ISNOT OFIS Phone 541-302-6808 ANY 180DAY PEBIOD # Of Buildings: Occupancy GrouP: Heat Source: Sq. Footage: To request an inspection call the 24 hour recording a1726-3769.. All inspections requested before 7:00 a.m. will be made the same working oay, inspeiiio"ns requested after 7:00 a.m. will be made the following working daY. Special -See Plan Review a Rough Plumbing Special FinalPlumbing -Prior to cover. call -See Plan Review -When all Plumbing work is Construction TYPes: OccupancY GrouPs: obuin the telePhone # Of Stories; Height (feet): Current Units: ProPosed Units: Census Code: Does not aPPIY (Sq. Feet) Main:Accessory Total: SHALL of the rules Job# 02-00128-01 Page? ot 2 Fee Paid On Receipt# Value/Quantity Fee Amount Building Permit State Surcharge For Building Permit 8% Building Administrative Fee Total Building 02105t2002 02105t2002 0210512002 7944 7944 7944 500 $45.00 $3.15 $3.60 $51.75 Plumbing Minimum Plumbing Permit Fee State Surcharge - Plumbing 8% Administrative Fee - Plumbing Total Plumbing 02t05t2002 02t0512002 0210512002 7944 7944 7944 $45.00 $3.15 $3.60 $s1.75 Grand Total By signatu re, I state and agree that I have carefully examined the completed application and do hereby certify that all information herein is true and correct,and I further certify that any and all work performed shall be done in with the Ordinances of the CitY of Springfield and the Laws of the State Oregon. I that only contractors and emPloYees who are in comPliance with oRS 701 willbe project. lfurther agree to ensure that all required inspections are requested the that the project address is readable from the street. $10s.s0 z-\J Signatu 1 $UnInIlll rnr EMpTRE srmrs spEcrFr$Tr,Ns EC/EPZ4 36 1/8 9A t/4 3 t/4 24.6t 21.88 80 0.78 o.62 0t7 t2 160 39 3/4 I 93 5/8 I EC/EP4O 48 t/8 122 t /4 3 t/4 40.8 r 37.33 t4t t.20 t.o4 o20 l1 160 5t 3/A I I t5 5/8 ) MODEL EC THERMAL PERFORMANCE RATINGS "MODEL EP A-Pool Heating {Warm Climare) &.pool Hea ting C-Water Heating {Warrn Ctimate, }Warer Heating lcoot Ctimatel E-Ajr Conditioning/lndusrrial Process Heat.Thermai performance is obtained by multiplying rhe collector output for the appropriate apptication and insotarion level by the total gross collector area*Collector r.?tings are derived From ihe Solar Rating & Ceftification Corp (SRCC) Oocumenr RM-t and Standard OG-100 EruorNrrRlNo SprctFrcATtoNs lPerformance specifications subje( ro testing error of +/- 3E0) Btu/ft2 /Oav I ' ,nJet flurd iempIa = .mbrear arl remo Caregory frj-Tal Btu/ft2/Day CLEAR DAY 2000 MILDLY CLOIJDY DAY I 500 Btu/ft2 /Day CLOUDY DAY I OO0 Btu/ft2 /Oay B |.2ta 890 565 D(eo"Fl 699 405 t27 Btu/ft2 /Day Category ('l-i-Ta) I = rnlet flurd temo Ta = ambient atr remp Btu/ftz/Day CLEAR DAY 2000 MILDLY CLOUDY DAY i 500 Btu/ft2 /Day CLOUDY DAY I OO0 Btu/ft2 /Day - .,riAf€"Fl ;'i t.28.+, ,.r" 97 Bt9'Ft t.169 454 542 i: 6 D(9o'F)6t9 343 89 The foliowing shall be the specifications for the solar collectors. collectors shail be SunEarth Empire model and shail be of the glazed tiq- uid flat plate type. Collectors shall be tested in conformance witfr,qSHnnf 93-1986, and SRCC 100-81. The coilectors also shail be cerrified by the SRCC and the Florida Solar Energy Center (FSEC). GENERAL The dimensions oF the collector shall be inches in length, inches in width and 3 l/4 inches in depth. The coilector casing shall be an anodized aluminum exlrusion lalloy 6063 T5), minimum thick- ness .060 inch, wirh an architectural dark bronze finish. The casing shall have notched framewalls for ease of plate removal and reinstallation. Sheet metalscrewed fasteners shailbe stainless steel {18-8 #10). The backheet shallbe painted textured aluminum not less than .014 inch thickness. A I inch vent plug shail be installed in each of the four corners of the backsheet to minimize condensation. GIAZING The coliector glazing shall be one sheet of low iron tempered glass, with a minimum of i/8 inch rhickness 15/32 inch on EP/EC 40), and a mini- mum transmissivityof 9l percenr {89 on EPIEC 40). The glazing shaltbe thermally isolated from the casing by a continuous EpDM gasker. There shall be a continuous secondary srlicone seal between the glass and cas- ing capstrip ro minimize moisture from enterjng the casing. INSUIATION Ihe insulation shall be foil-faced polyisoryanurate foam shearhrng board of a minrmum I inch thickness, siliconed in piace to the aluminum backsheet, covered by low-binder fiberglass of a minimum I inch thickness, providinq thermal isolation of the foam from the absorber plate. Total thermal resis- tance shall be a minimum of R- l 2. The sides and ends of the collector shall be insulated with a minimum of I inch foil-faced polyisocyanurate foam sheathing board. ABSORBER PTATE AND PIPING The absorber shall consist of a roll-formed copper piate of no less than .008 inch thickness. Risers shall be a minimum of 1/2 inch O.D. Type M copper tubing on no more than 4 I /2 inch centers continuously soldered to the piate utilizing a non<orrosive soider paste with a meiting point of 460"E The risers shall be brazed to I l/8 inch O. D. Iype M copper manifotds uti- lizing a copper phosphorous brazrng alloy with no less than l5 percent sit ver contenl and conforming to the American Welding SocietyS BCup-S clas- sification. EPDM grommets shall isolare rhe manifold from the aluminum casing. The absorber plate shail be designed for 160 psig maxirnum oper- ating pressure. ABSORBER COATING AND PERFORMANCE CURVE A) Black Chrome (EC Serieg: The absorber coating shall be black chrome on nickel with a minimum absorptrvrty of 95 percent and a maximum emissiv- ily of 12 percent. The instantaneous efricienry of the collector shall be a minimum Y-intercept of 0714 and a siope of no less than ll7ll (BTU/ff-n4/F B) Moderately Selective Black Paint {EP Serres}; The absorber coaring shall be a moderately{elective black paint with a minimum absorptrvlty of 94 per- cent and a maximum emissivlty of 56 percent. The lnstantaneous efficiency of the coliector shail have a mrnimum Y-intercept of 0.682 and a slope of no less than -0.7 995 IBTU/ft'-nr)/F.subiecl to without notice. m RECYCI.ED PAPER-SOY BASED INK @$un[nnu* 4315 funto Ano St. . Ontorio, CA 91761 1909) 605.5610 . Fox {909) 605-5613 A{ANUfACTRED 8Y The Energy Service Company 399 East lodr Avenue / Eugene, OR 97401 CALL TODAY!! 302{808 AVAIIABU TROiI: ,l:\'i . tuL)',1* . (o--loo) ANGLE MIUNT I N6 PLATE STA]NLESS SITEL -SHTET METAL SCREVS AN6LE MOUNT ING PLAIE S1I]t VITV Sun[urth tMP]Rt SOLAR COLLTCTIR 3,/B'STA]NLESS LAG SCREV V,/ FI..AT & LOCK VASHERS Sun[nr"th [l\4PIRt SELAR CILLtCTOR STA]NLESS STEEL LAG SCREV V,/LDCK &FLAT VASHERS STAlNLESS STEEL SHEET METAL SCREVS Sl L ] Ct]Nt SE AL ANl X BEAM DR RAFTTRx RDBF SHEA]HINGx R!D[]NG FfLTx PITCH & GRAVEL NR C[MP, SHiNGLtS Property of The Sotoroy Corporotion Do not re roduce without ermrSSron TiTLT STAt\D I[-[ MIUNTiNG Dt]AILFL,M'ANG r trUnL0[It] r uo v o or ner0y r^oduc ts 4315 Sonto Ano St., Dntorio, CA 91761 Mounting hordwore ovoitobte from, DRAVN BY'A EVTLL 08 / 19/95 NI]T TI SCAL t q d.' @*!r- sr ir E,n_n_ +,hn-€qhffi* NC ?q 23 = = ti il U 4 l8l l 4 7 ? ?s afi.' eL€Eece : PIPE INSULATION J RETURN ROOF JACKS S 5 CALD HOT SUPPLY e3 T r9 ti I I eE! 2l Fe0 u' 7 I 9 l0 _n il l3 ll ;C I lzt ttt l" t'11N. sPACE REQUIRED TOR VINTILATION OVERHANG N ll PITCH s(uL Q/?JEA1hK RAFTERS O O. C. cL', G JST 0_0. c . RI DGE R00FING = kL SHEATHING =Cfi'-L EAVE VENTS I/I50 OF ATTIC AREA OR I/3OO l^lITH ONE.HALF 3 FT. ABOVE EAVES AND ONE- HALF AT EAVES SIDING = 3 1lz', CoNC. SLAB 50# FELT 0R EQUAL 2X_P.T.MUDSILL FLASHING PROTECTION N.G x x x 4 I J(J I t l! = 2 3" MIN. GI BE FI LL 30# FELT MIN. 20,r MIN. .i/2II DIA, ANCHOR BOLTS 7" INTO CONC. ,MAX. 6'.0'' O.C. t,lITH MIN. 2 BOLTS PER FOUND.. PI.ATE & I,IITHIN I2" OF ENDS 4&1^,- 12u R-RIGID INSULATIO 1-11-91 GJ NSULATION S6uLhf€s \ r sii s0c p INSULATI 4)(4 PoST INSULATION BAFFIE DOUBLE TOP PLATE _x_STUDS @_0.c, _ x _ (TYP) WND. HEADERS R- _ INSULATIoN 2 X _P.T. MUDSILL ?x_T&GDECKING _ x _ GIRDERS 6 MIL. BLACK VISQUEEN llt'i /,lo Far H (\J t: WITH I /2" AIR SPACE ING 1990 CABO FRAI'4I NG SECT ION