The URL can be used to link to this page

Home My WebLink About4407 Fairmount Ave - BuildingApplication Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Relocate PV system Owner METZLER CHARLOTTE L 4407 FAIRMONT AVE PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 1 00 73 5000 ECH EL BRANCH CIRCUIT WO /FEEDER Fee summary Permit Fee Total Plan Check Total Grand Total WA 983639514 ELECTRICAL ALTER COMMERCIAL 183855 73 50 4/19/11 10/16/11 Charged Paid Credited INSPECTION TYPE DATE DITCH SERVICE ROUGH IN FINAL COMMENTS PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X G \EXCHANGE \BUILDING ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 11 00000334 144100 4407 FAIRMOUNT AVE 06 30 08 5 8 2020 0000 ELECTRICAL ONLY COMMUNITY SHOPPING DISTR 0 Contractor POWER TRIP ENERGY CORP 2343 THOMAS ST PORT TOWNSEND WA 98368 (360) 64 3080 360 S 9 I$ 73 50 73 50 00 00 00 00 73 50 73 50 00 Plan Check Fee 00 Valuation 0 Extension 73 50 Due 00 00 00 Date 4/19/11 RESULTS REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTOR. Date. Apr 15 11 11 52a Andy Cochrane x CITY OF PORT ANGELES PERMIT APPLICATION Building Division /Electrical Inspections A(� 321 East Fifth Street P 0 Box 1150 i Port Angeles Washington, 98362 R 1 5 2011 Ph (360) 417-4735 Fax: (360) 417 -4711 Date. 4— i q 11 1 2 Single Family Dwelling Multi- Family or Commercial' Y Commercial Addition 1 Alteration I Remodel Repai Plan Review May Be Required, Please Complete Electrical Pla r .ob Address: Building Squa •e Footage: Descriptioc of above 2 e /o r c Z <-1- due, <r .P. -1'LQr I .r. cc �l r•.2. c a P «„sue Nh r It znr Owner Information J �J Nacre: l� dv-/ 4 �-r:1a�_ 444 Mailin Address i1 40I- _drn�n 4 City Stale Zip: ac 76,3 Phone 31.,0 -'1 -DL ax: License Exp. Item Service/Feeder 200 Amp. Service/Feeder 201 -400 Amp Service/Feeder 401.600 Amp Service/Feeder 601 1 C00 Amp. Service /Feeder over 1000 Amp. Branch Ciruit N4 Service Feeder Branch Circut Nif0 Service Feeder Each Add tional 3ranch C rcui Temp Service/ Feeder 200 Amp. Temp Service/Feeder 201 -400 Arno. Temp. ServicelFeeder 401 -600 Amp. Temp Service /Feeder 601 1000 Anp Portal to Portal Hourly Sign /Outline L ghting Signal Circuit/ Limited Energy First 1500 st Commercial Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy 1 2 Famiy Cwe ling Signal Circuit' Limited Energy Multi Family Dwell.ng Man•Jfectured Home Ccnrection Renewable Electrical Energy 5KVA System or Less Thermostat NEW CONSTRUCTION ONLY. First 1300 Square Ft Eaci Additional 500 Square Fl. or Portion of Eacn Outbuilding or Detached Garage Eacr Swimming Pool or Hct Tub Unit Charae 119.90 145.50 S 204.60 S 262.20 S 372.5C S 2.6C 73 5C 2.6C 92.70 110.30 148.70 167.90 95.90 88.20 95.90 S 63.90 S 63.90 119 90 102.30 56.00 110.30 35.2G 73.50 110.30 Signature of owner electrical contractor or electrical administrator Dated: 1 L T f 1 360- 539 -1857 R EIVE ELECTRICAL INSPECTIONS Review Information Sheet p.2 M (J 4rLPr raJ Contra or Information Name, i n y t Nails Address: '3 Oe-elY1O City, Tar�v+s.c� Slate: up: Phene3M -6 Y3 30 go Fax: 64 cZ i License Exp. R,.ua..c —TF 964 n N Total (Qty Multiplied by Unit Chan 5 0 Apr 15 11 11 Andy Cochrane To City of Port Angeles Pages: (p Fax: (360) 417-1 L{ j 11 Tha$ you, r Nicole Mason Office Manager (360) 643 -3080 Power Trip Energy Company Port Townsend. WA 98368 (360) 643 -3080 www.powertripenergy.com Fax Coversheet 360- 539 -1857 P 1 Please find following an application for an electrical permit. Please let us know if you have any questions. „,,,-k-N,-4 :4-, of p ge,k 51 f, &'tl -s ____---11 L 5k p roc,,449^- 4er l xe t19i, e IA D w AC O'� Sk-CLZ solar C ,AAA-4— C /ac e. fru w vxa�.l ,ti, -d 4) 4-4 4-” 146- D �oMuecf f �rhS�F q �kp l sa I 14-- 0 j cl0G. Dgsetr itzt i lotelk°1^ 5o11 Pa 66-A c k, 9 ,iok yY iJ s DUA PE-I- to s 1.4 %363 to 6, Kw Sala- A -AY CND cin.a,1(e. Apr 15 11 11 52a Andy Cochrane Power Trip Energy Corp 2343 Thomas Street Port Townsend. WA 98368 (360) 643 -3080 www.powertripenergy.com Lit POWERTE964JN Project: Charlotte Metzler Commercial Building Date: 4 Client: Dr Charlotte Metzler Address: 4407 Fairmount Ave, Port Angeles, WA 98363 System Description: Relocate existing solar kWh production meter from inside to outside. Also replace existing inverter which has a bad temperature sensor Replacement inverter is the same make and output. Existingt 6.6 kW solar array Existing Solar Modules 60 Evergreen 110 watt modules mounted on south roof of business, flush mounted. Model. Evergreen EC 110 City of Port Angeles Grid Existing City of Port Angeles Revenue Meter Located on exterior wall of building adjacent to relocated production meter Meter 08584 Existing Main Service Panel (Load) Located on west interior wall. Existing system DC disconnect. Adjacent to inverter Inverter (Line) Existing Replace SunnyBoy 6000U synchronous grid tied inverter Inverter has failed and must be replaced with the same make and model. Located on interior of west wall, remote from Port Angeles revenue meter Max AC output 6000 watts Operating voltage: 240 V AC Existing AC System Disconnect Visible Break Lockable On exterior west wall adjacent to solar production meter Relocate Existing Production Meter Relocate to exterior west wall adjacent to city of Port Angeles revenue meter Currently inside building adjacent to inverter 360- 539 -1857 p 4 Line I Line z Load I Load 2 Apr 15 11 11'53a Andy Cochrane Power Trip Energy Corp 2343 Thomas Street Port Townsend. WA 98368 (360) 643 -3080 www.powertripenergy.com Lic POWERTE964JP! Project: Charlotte Metzler Commercial Building Date: 4 -14-11 Client: Dr Charlotte Metzler Address: 4-407 Fairmount Ave, Port Angeles, WA 98363 System Description. Relocate existing solar kWh production meter from inside to outside. Also replace existing inverter which has a bad temperature sensor. Replacement inverter is the same make and output. Existingt 6.6 kW solar array Project photos and notes. Relocate existing production meter to exterior and mount on meter base adjacent to city revenue meter Replace existing inverter with same make and model (existing inverter has a bad temperature sensor). Enroll Charlotte Metzler into city's solar production incentive program. +ir 360 -539 -1857 p 5 Apr 15 11 11'53a Andy Cochrane 360 -539 -1857 P 6 •1 Existing solar array no change. Application Number 11 00000044 Application pin number 933192 Property Address 4407 FAIRMOUNT AVE ASSESSOR PARCEL NUMBER 06 30 08 5 8 20 0 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning COMMUNITY SHOPPING DISTR Application valuation 0 Application desc 1 circuit for track light Owner METZLER CHARLOTTE L 4407 FAIRMONT AVE PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS WA 983639514 180331 73 50 1/13/11 7/12/11 Contractor SIMPSON ELECTRIC 243036 W HWY 101 PORT ANGELES (360) 457 9270 ELECTRICAL ALTER COMMERCIAL DATE. PERMIT WILL EXPIRE SI\ 16) MONTHS FROM LAST INSPECTION S)anature of owner or Electrical Contractor l ELECTRICAL PERMIT CITY OF PORT ANGELES M0417-4735 Plan Check Fee Valuation Qty Unit Charge Per 1 00 73 5000 ECH EL BRANCH CIRCUIT WO /FEEDER Charged Paid Credited 73 50 73 50 00 00 00 00 73 50 73 50 00 b Date Due RESULTS 1/13/11 REPORT STATE SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) WA 98363 00 0 Extension 73 50 00 00 00 INSPECTOR. ckP P Date CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 1 2 za�9 321 East Fifth Street .P O. Box 1150 Port Angeles Washington', Ph. (360) 417 -4735 Fax: (360) 417 -4711 Date: /eg— Li 1 2 Single Family Dwelling ELECTRICAL INSPECTIONS Multi Family or Commercial* X Commercial Addition I Alteration I Remodel I Repair* Plan Review May Be Required, Please ,Complete Electrical an Review Information Sheet Job Address: Y n 1 1 QL .L -I/4e" Building Square Footage: Description of a s o e 74-12 4 f `hr i I7 /co, Owner Infonnati L Name: n old Me-1 16 Ad ss' l'U. i t'► f�.rLl Mailing -G`e.-- City' g d f 4 S1 ✓L Zip: d, Phone: Fax: License Exp. Item Unit Charge Service /Feeder 200 Amp. $119.90 Service/Feeder 201-400 Amp. 145.50 Service/Feeder 401.600 Amp 204.60 Service/Feeder 601 -1000 Amp. 262.20 Service/Feeder over 1000 Amp. 372.50 Branch Circuit W/ Service Feeder 2.60 Branch Circuit W/0 Service Feeder 73.50 Each Additional Branch Circuit 2.60 Temp. Service! Feeder 200 Amp. 92.70 Temp, Service/Feeder 201 -400 Amp. $110.30 Temp. Service/Feeder 401 -600 Amp. $148.70 Temp. Service/Feeder 601 -1000 Amp $167.90 Portal to Portal Hourly 95.90 Sign /Outline Lighting 88.20 Signal Circuit/ Limited Energy First 1500 sf Commercial 95.90 Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy 1 2 Family Dwelling 63.90 Signal Circuit/ Limited Energy Multi- Family Dwelling 63.90 Manufactured Home Connection $119.90 Renewable Electrical Energy 5KVA System or Less $102.30 Thermostat 56.00 NEW CONSTRUCTION ONLY: First 1300 Square Ft. 110.30 Each Additional 500 Square Ft or Portion of 35.20 Each Outbuilding or Detached Garage 73.50 Each Swimming Pool or Hot Tub $110,30 /LP?!/ RECEVED M wir o_ielzia add viy ez__, d eatu 0 GOntrat:to t orm Ion Name: J er) lee b r`e L-Le. Mailing Address J,_4.0)Z City r SteteM-h'i Zip 4.3 `2� Phone: 1 f 5 ?OFax: License Exp. c_ C.±42_, g t y Total tt r Mull oiled by Unit Char* 7.3,,< T 7 >Q Total Owner as defined by RCW.19.28.261 (1) Owner will occupy the structure for two years after this electrical permit is finalized. 2) Owner is required to hire an electrical contractor if above said property Is for sale, rent or lease. Permit expires after six months of last inspection After reading the above statement, I hereby certify that I am the owner of -the above named property or a licensed electrical co *actor I am making the electrical installation or alteration In compliance with the electrical laws, N.E.C., RCW Chapter 19.28, WAC. Chapter 296- 6B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature or, electrical contractor relectrical administrator cash 0 Check clk Credit Card 0 ane.t .P 01/01/2010 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Owner METZLER CHARLOTTE L 4407 FAIRMONT AVE PORT ANGELES Fee summary Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS WA 983639514 Permit ELECTRICAL ALTER COMMERCIAL Additional desc SIMPSON/ 1 5 CIRCUITS Permit pin number 111674 Permit Fee 58 00 Issue Date 3/11/09 Expiration Date 9/07/09 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 07 00001101 839944 4407 FAIRMOUNT AVE 06 30 08 5 8 2020 0000 ELECTRICAL ONLY COMMUNITY SHOPPING DISTR 0 Contractor SIMPSON ELECTRIC 243036 W HWY 101 PORT ANGELES (360) 457 9270 Plan Check Fee Valuation Qty Unit Charge Per 1 00 58 0000 ECH EL COMM ALT <5 CIRCUITS Charged Paid Credited 58 00 58 00 00 00 00 00 58 00 58 00 00 Date 3/11/09 WA 98363 Due DATE RESULTS io hIog AP Extension 58 00 00 00 00 00 0 Signature of owner or Electrical Contractor X Date INSPECTOR. AGO 09/17/2007 22 55 4579270 Job wired by Electrical contractor name. License number Date Expires leer's (mailing address C j P &L I Q ,RORI 414.1)1 101 LA) J sa zrp Ot I ea q g13103 Telephone number 5 FAX number 452-90-7o 54441-v- W EMectriicaJ Contractor O Owner r Premis wner'a name f-2_ i- erh'1 Address of Inspection Cit Phone another to scnedalelnftpectl —07 (0 Owner as defined by RCW 19.28.261-0) Owner will occupy the structure for two veers after this electrical perm'', is finalized, (2) Owner is required to hire an elecirleal contractor [above said Moperm it for sale, rant or lease, 0 Cash Check Inspection Date SEP., 8 12007 uminnimr. Dore Approved By F NAL 1 O� 7 ciD Dee proved ay J D Dore A rprored Sy uorr R Dore Area, Building or Equipment Jnepected SIMPSON ELECTRIC Approved By PAGE 01 ELECTRICAL WORK PERMIT APPLICATION N Instaliation description Commercial Resltientio1 New Altered /Addition :1ad a v epwi cf 15 !4a s S 8. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I em making the electrical instal- !mina or alteration in compliance with the electrical laws, N.E,C. RCW Chapter redit Card Mastercard DiscOVer 19.28, WAC, Chapter 296 -4613, The City of Port Angeles Momcipel Code, and Card Utility Sp cotions n e ire f ow electrical ntroctnr or electrical administrator Expiration Date InepocCon fee Ante: 9 b 810 7 o card �s O NO LOAD CHANGES 0 Baseboard Kw A Furnace KW O Overhead Senrlo0 C3 Heat Pump Ton LAB U Temp Service 0 Fan -Wall KW it Underground Service SAME DAY INSPECTION, CALL BEFORE 7 :00 AM 360 -417 -4735 ROUGH -IN l THERMOSTAT i Dote Voltage Phase J] 1 0 3 Service Size: Feeder Size: SERVICE Action Thken Approved ay Ddw Apmered By Electrical Inspector PREPARED 7/18/07 10 27 46 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/18/07 ADDRESS 4407 FAIRMOUNT AVE SUBDIV TENANT NBR CHARLOTTE METZLER CONTRACTOR THE FINISH CREW PHONE (360) 457 1670 OWNER METZLER CHARLOTTE L PHONE PARCEL 06 30 08 5 8 2020 0000 APPL NUMBER 06 00000212 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 1/23/07 JLL BLDG FRAMING 1/23/07 AP 01/23/2007 08 46 AM PBARTHOL ERIC 461 5897 01/23/2007 04 42 PM JLIERLY BLWS 01 1/31/07 JLL BLDG INSULATION WALL /FLOOR 2/01/07 AP 01/30/2007 03 16 PM PERMITS ERIC 461 5897 02/01/2007 10 11 AM JLIERLY BL3 02 1/31/07 JLL BLDG FRAMING 2/01/07 AP 01/30/2007 03 20 PM PERMITS ERIC 461 5897 SKYLIGHTS 02/01/2007 10 11 AM JLIERLY BL99 01 7/18/07 J$L BLDG FINAL ME99 01 7/18/07 L PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 07/18/2007 10 05 AM LPANGRLE ERIC 461 5897 BLDG FINAL MECHANICAL FINAL 07/18/2007 10 06 AM LPANGRLE ERIC 461 5897 MECHANICAL FINAL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 12/19/06 JLL PLUMBING ROUGH IN TIME 13 00 12/19/06 AP ARPAD 460 7193 12/19/2006 04 20 PM JLIERLY PL2 02 12/20/06 JLL PLUMBING ROUGH IN 12/20/06 AP 12/20/2006 09 18 AM PBARTHOL ERIC 461 5897 12/20/2006 10 12 AM JLIERLY PL2 03 1/16/07 JLL PLUMBING ROUGH IN 1/16/07 AP 01/16/2007 10 42 AM PBARTHOL 457 8249 BRYAN 01/16/2007 04 37 PM JLIERLY PL99 01 7/18/07 PLUMBING FINAL 07/18/2007 10 06 AM LPANGRLE ERIC 461 5897 PLUMBING FINAL COMMENTS AND NOTES PREPARED 1/31/07 8 22 04 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 1/31/07 ADDRESS 4407 FAIRMOUNT AVE SUBDIV TENANT NBR CHARLOTTE METZLER CONTRACTOR THE FINISH CREW PHONE (360) 457 1670 OWNER METZLER CHARLOTTE L PHONE PARCEL 06 30 08 5 8 2020 0000 APPL NUMBER 06 00000212 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 1/23/07 JLL 1/23/07 AP BLWS 01 1/31/07 BL3 02 1/31/07 BUILDING FRAMING 01/23/2007 08 46 AM PBARTHOL ERIC 461 5897 01/23/2007 04 42 PM JLIERLY BUILDING INSULATION WALL /FLOOR 01/30/2007 03 16 PM PERMITS ERIC 461 5897 BUILDING FRAMING 01/30/2007 03 20 PM PERMITS ERIC 461 5897 SKYLIGHTS COMMENTS AND NOTES Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner METZLER CHARLOTTE L 4407 FAIRMONT AVE PORT ANGELES Construction Type Occupancy Type Permit Additional desc Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date Qty Unit Charge 1 00 75 0000 WA 983639514 Special Notes and Comments 01/10/2007 01 12 PM PBARTHOL PERMIT EXTENDED 12/13/2006 FOR 180 DAYS Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total COMMENTS /ACTION NEEDED CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST 5TH STREET PORT ANGELES. WA 98362 Jb VV1iVvL1G 252400 4407 FAIRMOUNT AVE 06 30 08 5 8 2020 0000 CHARLOTTE METZLER COMM REMODEL COMMUNITY SHOPPING DISTR 36000 Contractor THE FINISH CREW 502 W 8TH STREET PORT ANGELES (360) 457 1670 Structure Information 000 000 TYPE V NON RATED BUSINESS OFF /PRO /MED /REST ELECTRICAL ALTER COMMERCIAL OLY EL 100A SUB CIRCUITS 92916 OLYMPIC ELECTRIC 75 00 1/24/07 Valuation 7/23/07 STATE SURCHARGE Plan Check Fee Per ECH EL COM ALT 0 200 SRV FDR Charged Paid Credited 75 00 75 00 00 00 00 00 4 50 4 50 00 79 50 79 50 00 uaLe 1/24/07 WA 98362 Due 4 50 00 00 00 00 00 0 Extension 75 00 ROUGH -IN COVEk 2.2 -a SERVICE FINAL GENERAL COMMENTS: ELECTRICAL PERMIT INSPECTION RECORD CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO PW-1102.15 W961 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner METZLER CHARLOTTE L 4407 FAIRMONT AVE PORT ANGELES Permit Additional desc Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total WA 983639514 35 00 00 35 00 COMMENTS /ACTION NEEDED ELECTRICAL ALTER PEN HEAT/ T STAT 92908 PENINSULA HEAT 35 00 1/24/07 7/23/07 Charged Paid CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST 5TH STREET PORT ANGELES. WA 98362 07 00000009 210779 4407 FAIRMOUNT AVE 06 30 08 5 8 2020 0000 CHARLOTTE METZLER MECHANICAL APPL PERMIT COMMUNITY SHOPPING DISTR 4950 Contractor COMMERCIAL PENINSULA HEAT 782 KITCHEN DICK RD SEQUIM WA 98382 (360) 681 3333 Plan Check Fee Valuation Qty Unit Charge Per 1 00 35 0000 ECH EL LVT FIRST THERMOSTAT 35 00 00 35 00 Credited 00 00 00 Date 1/24/07 Due Extension 35 00 00 00 00 00 0 CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. INSPECTION TYPE DITCH ROUGH -IN COVEk SERVICE FINAL GENERAL COMMENTS: ELECTRICAL PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE DATE ACCEPTED YES I NO COMMENTS PW- 1102.1514'61 PREPARED 1/23/07 9 59 35 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 1/23/07 ADDRESS 4407 FAIRMOUNT AVE SUBDIV TENANT NBR CHARLOTTE METZLER CONTRACTOR THE FINISH CREW PHONE (360) 457 1670 OWNER METZLER CHARLOTTE L PHONE PARCEL 06 30 08 5 8 2020 0000 APPL NUMBER 06 00000212 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED _RESULT RESULTS /COMMENTS BL3 01 1/23/07 I F BUILDING FRAMING 01/23/2007 08 46 AM PBARTHOL ERIC 461 5897 COMMENTS AND NOTES PREPARED 1/16/07 12 00 01 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 1/16/07 ADDRESS 4407 FAIRMOUNT AVE SUBDIV TENANT NBR CHARLOTTE METZLER CONTRACTOR THE FINISH CREW PHONE (360) 457 1670 OWNER METZLER CHARLOTTE L PHONE PARCEL 06 30 08 5 8 2020 0000 APPL NUMBER 06 00000212 COMM REMODEL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 12/19/06 JLL PLUMBING ROUGH IN TIME 13 00 12/19/06 AP ARPAD 460 7193 12/19/2006 04 20 PM JLIERLY PL2 02 12/20/06 JLL PLUMBING ROUGH IN 12/20/06 AP 12/20/2006 09 18 AM PBARTHOL ERIC 461 5897 12/20/2006 10 12 AM JLIERLY PL2 03 1/16/07 L1/ PLUMBING ROUGH IN 01/16/2007 10 42 AM PBARTHOL 1 457 8249 BRYAN COMMENTS AND NOTES 01/03/07 15 21 FAX 3606812086 Peninsula Heat Job wired by Elm cal contractor n en' Pu chaascr s mailin C ••4V, r77 X inspection Date RIM /Signs r o /owner, el iectrical Contractor Owner Lice a number Date Fxpuea evi /0 D/614— Roi Due Approved i3y Um I- Electrical Load�ldditions and or subttactio l NO LOAD CHANGES Baseboard KW Furnace KW Heat Pump _Ton LAR Fan-Wall KW i e at admi strati) Expiration Date 1 t e. Q� \of card Overhead Service Temp Service Underground Service SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360 417 -473S l ROUGFI -IN THERMOSTAT 1 1 /lnstallatio scription ommercial 0 Residential APProved By DITCH Auks ELECTRICAL WORK PERMITAPPLICATION New D Altered/Addition 7c p ne FAX nu cei-G2 Premi oweetnA; dies j N c Ad o ins le n Belto 4U irrh¢z,.rri-- Ik )I Cit,/ 211 741 �1s 4/1 36 phone nump�r 6, ,jiyecjionj Owner as defined by RCW (9 28.22611 0) will occupy the structure for two years after this electrical permit is finalised. (2) Owner is required to hire an electrical contractor if above said property it for sale, rent or lease. Cash Check After reading tht above statement I hereby certify that lain the owner of the above named property or a licensed electrical contractor, I am making the electrical instal- dit Card lation or alteration in compliance with the electrical laws, N.E.C. RCW Chapter 19.28, WAC„Chapter 296-462, The City ort Angeles Municipal Code, and Card Utility Sp i a na. 1-40 Altr /7,4r1 7 L a.e-- 577 Visa Mastercard Discover O/1 F L4& CD C Sery(ce Inf9rmtn Voltage Phase 1 0 3 Service Size: Feeder S12e: SERVICE D. netc APDtov i H FEEDER 04 Area, Building or Equipment Inspected Action Taken Approved Gy Electrical Inspector ORT Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner METZLER CHARLOTTE L 4407 FAIRMONT AVE PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge 1 00 Fee summary Permit Fee Total Plan Check Total Grand Total CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 14 7000 ECH WA 983639514 MECHANICAL PERMIT ELECTRIC FURNACE 92833 64 70 1/03/07 7/02/07 Per Charged 64 70 00 64 70 Signature of Contractor or Authorized Agent T• \Policies \1 102_15 building permit inspection record05 wpd [1/4/2005] 07 00000009 210779 4407 FAIRMOUNT AVE 06 30 08 5 8 2020 0000 CHARLOTTE METZLER MECHANICAL APPL PERMIT COMMUNITY SHOPPING DISTR 4950 Contractor PENINSULA HEAT 782 KITCHEN DICK RD SEQUIM (360) 681 3333 Plan Check Fee Valuation BASE FEE ME INSTALL 100- FAU Paid Credited 64 70 00 00 00 64 70 00 y -107 Date Date 1/03/07 WA 98382 00 0 Extension 50 00 14 70 Due 00 00 00 \I6 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of con -d' ction. Signature of Owner (if owner is builder) Date 4 C CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -475 FOR ELECTRICAL INSPECTIONS. CALL 417 -480 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES i NO FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDERFLOOR /SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER I AIR SEAL WALLS CEILING I FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL ROUGH -IN HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T \Policies \1102 15 building permit inspection record05.wpd 1/4/2005] BUILDING PERMIT INSPECTION RECORD I I I I I I I I I FINAL FINAL I MANUFACTURED HOMES FOOTING SLAB I BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING /LIGHTING I ESA. LANDSCAPING I I SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION ILW PW ENGINEERING FIRE DEPT. PLANNING DEPT BUILDING DATE ACCEPTED BY. DATE ACCEPTED BY. 21 FAX 3606812086 PLANNING USE ONLY Credit Card Holder Name: Billing Address: Credit CardType VISA MC TYPE OP WORK; D Rgidgnpal D New Constr. t7 Re -roof O Stdvq Marti •fai y- O Addition 0 Move d Oatage osiuerciat o. Reuel a Dernolition,t '0 lidak P. *Pair o Sig Q! BRIEF DESCR PTION'OF TNEPR JECT� u r,1 e Peninsula Heat_. BUILDING PERMIT APPLICATION Pill out COMPLETELY and ln INK. Your application and alte,plan MUST BE COMPLETE to be accepted for review. If you have any questions; call (360) 417 -4815 Appli ant oh ent: o -L` ar if' 1-1- Address: yya7 /r 144L i d -e City; /Ire Architect/Engineer. ff Phone: Contractor PPyLL i A,I ,i I Q(+ -Stet t License 101 City. 5eCillpvi Address; PROJECT ADDRESS: 4 1 WD 7 -ri' ii9nekf`1 1� 0, LEGAEDES ON: tot: Block: CLAL-LAM COUNTY PARCEL NC X ER: City; ESA/Wetland(s): 0 Yes Cl No SEPA Checklist required? D Yes O No Other. Subdivision. =SIZE/VALUATION: SP. /SP t /SP a. SF a /SF: tz ..s COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load: No. of Stories: Lot Size: Existing Sq. Ft. Or Proposed Sq. Ft Existing lot coverage Proposed lot coverage m Total lot coverage BUILDING PERMIT APPLICATION SUBMITTAL. The Building Division can provide you with iafoimalion on the application and plan submittal requirements if you have questions. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be.enteted by the applicant. This figure will be reviewed and maybe revisedbythe Building Diviiionto comply with currentfeeschedules. Contact the Permit Coo rdinaforat417 -4815 for assistance. PLAN CSECKFEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION Off PLAN REVIEW: If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can. eztend the time for action by the applicant up to 180 days upon %Kitten requestby the applicant (see Section 107 4 of the UniformBui ding Code, current edition). No application can be extended more than once. 1 hereby certify that I have read and examined this application and know the se e to be true a comet I am authorized to apply for this permit end understand theta is my responsibility to determine what permits ere requl d the Ws t 1 ust In such permits prior to work y TAFORMSIAPPSWulldlatpamikwpd Applio _!,...t.Gt1� a ate: Phone: 6 -3333 Phone: 1 7 5 7 e74se, its ZONING: X02 FOR'OFFi E ONLY Data Rec.. /'0 7 Permit s DateApproved:j Data Issued: Phone: td 3333 zip: Exp. Date; Construction Type:. TOTAL SgFt y APPROVALS. PLAN* BLDG. DPWi1 FIRE: OTHER. 7 PREPARED 12/20/06 10 11 59 CITY OF PORT ANGELES ADDRESS 4407 FAIRMOUNT AVE TENANT NBR CHARLOTTE METZLER CONTRACTOR THE FINISH CREW OWNER METZLER CHARLOTTE L PARCEL 06 30 08 5 8 2020 0000 APPL NUMBER 06 00000212 COMM REMODEL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP TYP /SQ COMPLETED RESULT PL2 01 12/19/06 12/19/06 PL2 02 12/20/06 DESCRIPTION RESULTS /COMMENTS INSPECTION TICKET INSPECTOR JAMES L LIERLY PLUMBING ROUGH IN TIME 13 00 ARPAD 460 7193 12/19/2006 04 20 PM JLIERLY PLUMBING ROUGH IN 12/20/2006 09 18 AM PBARTHOL ERIC 461 5897 COMMENTS AND NOTES SUBDIV PHONE (360) 457 1670 PHONE sIe PAGE 2 DATE 12/20/06 *c 5 '9 tv n`� PREPARED 12/19/06 10 49 56 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 12/19/06 ADDRESS 4407 FAIRMOUNT AVE SUBDIV TENANT NBR CHARLOTTE METZLER CONTRACTOR THE FINISH CREW PHONE (360) 457 1670 OWNER METZLER CHARLOTTE L PHONE PARCEL 06 30 08 5 8 2020 0000 APPL NUMBER 06 00000212 COMM REMODEL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 12/19/06 JLL PLUMBING ROUGH IN TIME 13 00 ARPAD 460 7193 COMMENTS AND NOTES 1 amtk- fot took Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner METZLER CHARLOTTE L 4407 FAIRMONT AVE PORT ANGELES Construction Type Occupancy Type Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Other Fees Fee summary CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 32 EAST 5TH STREET PORT ANGELES, WA 98362 THE FINISH CREW 502 W 8TH STREET PORT ANGELES (360) 457 1670 Structure Information 000 000 TYPE V NON RATED BUSINESS OFF /PRO /MED /REST WA 983639514 MECHANICAL PERMIT 06 00000212 252400 4407 FAIRMOUNT AVE 06 30 08 5 8 2020 0000 CHARLOTTE METZLER COMM REMODEL COMMUNITY SHOPPING DISTR 36000 PLUMBING PERMIT T \Policies\ 1 102_15 building permit inspection record05.wpd [1 /4 /2005] Contractor 92114 97 10 Plan Check Fee 12/13/06 Valuation 6/11/07 Qty Unit Charge Per BASE FEE 1 00 14 7000 ECH ME INSTALL 100- FAU 3 00 7 2500 ECH ME VENT FAN 1 00 10 6500 ECH ME VENT SYSTEM OTHER 92122 99 00 Plan Check Fee 12/13/06 Valuation 6/11/07 gnature of Contractor or Authorized Agent Date Date 12/13/06 WA 98362 Permit Fee Total 196 10 196 10 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 200 60 200 60 00 00 00 0 Extension 50 00 14 70 21 75 10 65 00 0 Qty Unit Charge Per Extension BASE FEE 50 00 5 00 7 0000 ECH PL EA FIXTURE ON ONE TRAP 35 00 1 00 7 0000 ECH PL EA REPAIR/ DRAIN VENT 7 00 1 00 7 0000 ECH PL EA WATER HEATER 7 00 STATE SURCHARGE 4 50 Charged Paid Credited Due Signature of Owner (if owner is builder) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned fora period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating .construction or the performance of constrin'dtion. 6 6 Date CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) SHOWER PAN MEDICAL GAS LINE AIR SEAL WALLS CEILING I FRAMING JOISTS GIRDERS SHEAR WALL /HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING /LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING FIRE INSPECTION TYPE DATE ACCEPTED 417 -4807 I 417 -4653 PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T\Policies11102_15 building permit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD YES I NO FINAL DATE FINAL SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING COMMENTS DATE ACCEPTED BY. DATE ACCEPTED BY, ACCEPTED YES I NO 1 I I I 1 III constructiop Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner METZLER CHARLOTTE L 4407 FAIRMONT AVE PORT ANGELES Construction Type Occupancy Type Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 11 00 10 1000 THOU Other Fees Fee summary Charged Permit Fee Total Plan Check Total Other Fee Total Grand Total Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to gjve authority to violate or cancel the provisions of any state or local law regulating construction or the performance of WA 983639514 528 85 343 75 4 50 877 10 Si9t{ature of Contractor or Authorized Agent T \Policies\1 102_15 building permit inspection record05.wpd [1/4/2005] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 06 00000212 252400 4407 FAIRMOUNT AVE 06 30 08 5 8 2020 0000 CHARLOTTE METZLER COMM REMODEL COMMUNITY SHOPPING DISTR 36000 Contractor THE FINISH CREW 502 W 8TH STREET PORT ANGELES (360) 457 1670 Structure Information 000 000 TYPE V NON RATED BUSINESS OFF /PRO /MED /REST BUILDING PERMIT COMMERCIAL PERMIT EXTEN LETTER ON FILE 72751 528 85 Plan Check Fee 343 75 3/21/06 Valuation 36000 9/17/06 BASE FEE BL -25 001 50K (10 10 PER K) STATE SURCHARGE Paid Credited 528 85 343 75 4 50 877 10 00 00 00 00 Date 12/11/06 WA 98362 Extension 417 75 111 10 4 50 Due 00 00 00 00 Date Signature of Owner (if owner is builder) Date CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) SHOWER PAN MEDICAL GAS LINE AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL /HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR I INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE /PELLET /CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING /LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 BUILDING PERMIT INSPECTION RECORD 11, in 7 4:5701 I' I FIRE 417 -4653 I I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 I T \Policies\I 102_15 building permit inspection record05.wpd [1/4/2005] T J k-- JLL- 1 I I l l 1 I I I Itav h -1✓i ///6/13 7 .4 FINAL hs be DATE 11/U FINAL Ph q64 JVL. SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES NO 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING ACCEPTED BY. ACCEPTED BY., 1 I I I 6-f'110Idtf ,11,L I T7 M.D. pTtE L. ME Dermatology 44p7 Fairmount Ave. Port Angeles, VIA 98363 ea,74- 1. D: Cp -:---f,-,-i--,, u f ��nds� Q an ►i n rtlitbvut 6( Pit,,_ cAR-G1/4N' -Y ins- \i\ pdri ca`cx °Wv 0, WI- I /I- l' Date: 3/8/06 Jim Lierly Re Interior Remodel of existing unoccupied spaces for additional Dermatology Exam Rooms, located at 4407 Fairmount Ave. Hi, Jim Please review the application for your approval. Thanks pORTANGELES W A S H I N G T O N U S A COMMUNITY ECONOMIC DEVELOPMENT DEPARTMENT Address. Applicant or Agent: t°k'YLr Cr\U‘e err. WL v Owner 6\COr Lt t; P\�kS4Z- Address. O 1 fctl'rTA -OuNt A-c_ cit -c -9, l hitect/ ngineer -C SCE C .aPry, 11JC v Contractor State License Exp City PROJECT ADDRESS LEGAL DESCRIPTION Lot: CLALLAM COUNTY PARCEL NUMBER. Credit Card Holder Name: Billing Address: Credit Card Type VISA MC TYPE OF WORK Residential New Constr Multi- family Addition X Commercial Remodel Repair Sign •PLANNING USE ONLY BUILDING PERMIT APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 4 FaA(ZAaUJr ZONING T c.SV R -1 d Re -roof Move Garage Demolition Deck Other s axe.. 2 -e& M cc4-A10 c. Ca vin M S. COMMERCIAL/RESIDENTIAL. Occupan Group �`J Occupant Load. 6 1 No of Stories. Lot Size: 11 S t Exissting Sq. Ft. 3 (P O Proposed Sq. Ft. Total lot coverage i1-:,c ESA /Wetland(s): Yes No SEPA Checklist required? Yes No Other Applicant: Phone: 3&0 SSW Phone• 451 07 Co 0 Phone SIZE/VALUATION Stove 12,c) SF 'O /SF Sa,'C OO SF /SF SF /SF TOTAL VAL TION BRIEF DESCRIPTION OF THE PROJECT It GV$�fL. r.e.U.ac O eJd C- FOR OFFICIAL USE ONLY Date Rec. 3 r /C Permit Ob 2 .1z Date Approved: Date Issued: Zip 9 f�?JC 5(r), 32'1 33 Phone Zip Block. 20 ?FS VIKubdivision if1■1J S`-fk Vctr TGW-- c► L� 008582t120 UIJ CCupi-ed Construction Type: T TOTAL Sq. Ft. a60 APPROVALS. PLAN BLDG DPWU FIRE. OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that 1 have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required not the City's, and that I must obtain such permits prior to work. Date: 2 th(O 01/04/2007 11 09 3604523498 description Job wired by 0 Electrical Contractor 0 Owner commercial Electrical contractor name License number Dote Expires Olympic Electric Co OLYMPEC285D1 O New Purchaser's mailing address 4230 Tumwater Truck Route City State ZIP Port Angeles, WA 98363 Telephone number FAX number (360) 452 5303 (360) 452 3498 'Premises oweerrs came Me- V Address of Inspection L i 0 7 Fe, moue -r City Air e /e s W,4 Phone number to echetiule Inspections Owner as defined by RCW.19. ?8.261 Owner will occupy the structure for IWp years after this electrical permit is finalized (2) Owner is required to hire an electrical contactor If above said property 1.1 for sale, rent or Lease. Atter reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical Instal- lation or alteration in compliance with the electrical laws. N.E.C. RCW Chapter 19.28, WAC. Chapter 296.46B The City of Port Angeles Municipal Code, and Utility Specifications. Stgautur, o er electrical Contractor or electrical administrator X r Electrical Load Addlaolta antis! subtractions O NO LOAD CHANGES 0 Baseboard KW O Furnace KW Heal Pump a Ton LAR 0 Fan -Wall KW SAME DAY INSPECTION, CALL, BEFORE 7.00 AM 360- 417 -4735 Inspection Date D� ROUGH -]N Oste Ae p orov a y zit //6/07 7 L— 8 7 I 2 ,n -7 n9K y s7 531,3 Date. l AyA6 r O Overhead Service O Temp Service ifigt Underground Service THERMOSTAT Dace DITCH Area, Building or Equipment Inspected OLYMPIC ELECTRIC PAGE 01 r ELECTRICAL WORK PERMITAPPLICATIOIN Ane 0 Residential %Altered&Addltion el' e./ StoraciP ci Y e 1 f,e Ut) f.X t g00 m •S 1.1e. w /0n ,1i► -11° O Cash 0 Check 0 Credit Card Visa Mastercard Discover Card Expiration Date H of card Aoaroysa n Apo_0.00 By Inspection fee 7S o Service information Voltage /eild �t1 Phaseiti1 0 3 Service Size: Feeder Size: SERVICE FEEDER Atp,ovuu 6y Avorvval By Electrical Inspector Action Taken ~ ~ -- ~~ CITY OF PORT ANGELES 'DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property zoning . . . Application valuation 05-00000263 Date .575624 4407 FAIRMOUNT AVE 06-30-08-5-8-2020-0000- INSPECTION ONLY 4/15/05 COMMUNITY SHOPPING DISTR 42704 Owner Contractor METZLER CHARLOTTE L POWER TRIP ENERGY CORP. 4407 FAIRMONT AVE 2343 THOMAS ST PORT ANGELES WA 983639514 PORT TOWNSEND WA 98368 (360) 643-3080 Structure Information SOLAR ARRAY {SOLAR COLLECTORS) Construction Type . . .. TYPE V NON-RATED Occupancy Type . . . .. BUSINESS:OFF/PRO/MED/REST ---------------------------------------------------------------------------- Permit Additional desc pemit Fee Issue Date Expiration Date BUILDING PERMIT - INSPECTION & PLAN 50.00 4/15/05 10/12/05 COMMERCIAL REVIEW Plan Check Valuation Fee 50.00 42704 ~ ..J:. \J '-.) BASE FEE Extension 50.00 Qty Unit Charge Per ---------------------------------------------------------------------------- Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total 50.00 50.00 .00 .00 Other Fee Total 4.50 ,4.50 .00 .00 Grand Total 104.50 104.50 .00 .00 f\ 21 ~, 2: ~ ') r~ () (~ ;;. --+. ~ C r't:-, Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. c9 tI j- I 1- I;' Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Date Date T:\Policies\1102_15 building permit inspection record05.wpd [1/4/2005] BillLDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATiON DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I I FRAMING <;0101- Pane i moun+i nd r<'l.:'..Ks. JOISTS 1 GIRDERS .i-1--2j- .5- Ji-L.. SHEAR W ALLIHOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR / CEILING I MECHANICAL HEAT PUMP 1 FURNACE 1 DUCTS GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY COMMERCIAL HOOD / DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: P ARKINGILIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTiON R. W. 1 PW 1 CONSTRUCTiON - R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING <; -( t'-(I S- JLL T:\Policies\1102_15 building permit inspection record05.wpd [1/4/2005] OJ OJ " '" I ~~~8E; n", t< t< 0< ; I H", '" '" 'd I 'd"'ZZtJ ,,'" '" , I t<n",,,,,, O<'d Ul >-< I "'''''''''' )> 0 0 0 ... I Zt< )>Ul 0"' H H .. I !ii. nUl "'''' I " tJ tJj OJ 0 'd ~ '" "'. ",. 0 n"'n '" "'Ul "" 0'" ", " :s:o 0 NN 'dCO oo3:~.s::. ~~ NH t<"'0 l11mtxjO,j:::. " "'Ul I , ,,:>;0 4)0 00 ""tJj o l.oJN tIj-.] "'Ul UlUl "''''e:: oot"i~ t<- tJtJ>-< 0 , '" '" '" e; 00'" )> UlH 000 >-lH N ~ >-< I\J In:::o::o )>'-< "' IzI O'\l11~H:S: Ul 'dt< "'Hc;l W 1):>1 '"0 0 ..., t< UlZ H~~tIj~ CUl'" " ~'d; ZNOZ>-l <J\ (l)O~P:::I '"Or-.Jl-3::O~ >-< "'0"'4)< ... n, 0<'" >-lot< ~~~~~~~ "'tJl H 0 n "'''' 00 0 ::Ot::lH..........OOl'DH UlUl8 zo '" :S:O<t<N'd<:t< , 'd H t::lrumrot::1 ~QI 0 I-3()H..........O H >-lH Z OZWrt Z Ul'd t< n HnC)O , 4) '>-l 0< 0 Ul:I: oul nHn H H :s: :;Ol"IjUlO '" 00>-< ZZ :s: H~H I-'w;::t:l ~Z~ UlUl '" Z ~o~~~ 'd'd Z '" "'''' >-l 0 t<oo , H Z nn ul "''" " "tl 0'0 Z >-l >-l>-l "'<J\ 1\J~,p..Q ul OH 1:; H 0 N"," "'0 n , CD , .. Z tJ "'<J\ t-' '" " )> 0 '-<>-l Z )>'" :S:300 ~8 0 >-l' 00 'd'dul " '" " 6651 "'~ '" ulO '-<" ul'" ul H 00 t<rTO zztJ " >-l0 H~. of:>, "''''H t< '" '" " , < ",lQ N t< t< H H 0 0< 'i , '" Ul III N '" '" , () 0 <J\ t< 0 ;>;"0 0 0< Ul en Ul , N <J\ 0 H " 0 0 '" Ul , H '" '" 0 0 00 " 0 " ~ H "' 'd < :s: '" tJ'd ul )>)> ul >-l4) '-< "'''' t< H '" '" t< Ul 0< , 0 <J\ , 0 Ul," ~ ~ o o 3: 3: OJ Z >-3 Ul HUlto ::lrTC en C1> H '0 <: r-< rom t:I o H rT Z '41 Ul o '" HW:>:l ~ ~ ~ , H "''''Z "''''41 ::l W C1> , HW o 3 CD 00 " ::l rTO ..... ", ::l"- 1O"-' H 'i"- '" "-' 00 ;>Co en Ul ~ t:J Z o >-3 OJ Ul to t; W >-3 'Cl ~ ; Ul H o ... <> >~ tll 'Cl O:>:l('l OOJ 3:0 "'Co r-<OJo OJUl >-3>-3tll gltl S b H :>:I izi OJHI;'l UlZ CUl'Cl ~~~ H ... :>:It:J1 OJ OJ gj~8 ~;'l! Ul'U "->-3 OH('l OOH ~Z~ OJ Z >-3 Ul H o H '" ;p 3: :>:I < OJ (f) (f) ~:g~8Ei 'U:>:Izzt:J r-<OOJ>-3:>:1 OJ:>:I:>:IOJ Zr-< ;PUl C OUl 3: . >-3 to 0 OJ. :>:I. :>:I O'U H:>:I >-3 OJ ~'U ;p 0:>:1 "'OJ t:J 'U o :>:I'" >-3"- ~2. 410 OJUl r-<- OJ UlH W OO::S:I'd~ lnCT\tt:lO'/:::' I I ~ ~ 0 QWNtI:!....,J oot"'~ QltI:I "I:l oo::U ~ 000 I-1H l'V 1 ()::u::u O'IUl::r:H:S; WI ;t:>' '1:1 0 H~~tI:I~ ZWOZI-3 Cf)ol-itI:l '1:It\..lI-3::u::t:- tljctr:lGJ<: () I .....::: tI:I >-30r-< HO 0 00 0 Zo :>:I , 'U "-' o o H o Z r-< ~ 'U'UUl 55:iJ ZZt:J OJOJH < zz UlUl "''U OJ OJ 00 >-3>-3 OH :>:10 .. Z '-'>-3 ~8 OJ~ UlOJ >-3 r-< r-< H OJ :>:I r-< ~ W '" o '" ", W , W o CD o t:J'" ;p;p >-341 OJ OJ ", "- "-' H "- o H UlH BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY: lite Rec.: i...t ~ 8 - 0> , .-- - Z / ..., Permit#:~ Drne Approved:~ Drne Issued: www.cityofpa.us Print out form and fill out COMPLETELY in INK. Your application and sit plan MUST BE COMPLETE to be accepted for review. Qnestions? Call: PERMITS (360) 417-4815 FaI (360) 417-4711 Applicant or Agent: A ~ V '{ ~ \2-oA (\ 6 Owner: Cr\At:-LI:::rr\~ METZ-L8(2, (V\C- Address: '-i t.f'D 1 FA i~\)f'lT A Ii E. City:.B:-'\~6.ELES Phone: 8 f: 0 Phone: :;bO G L\ 3 -3t:F6D '-JS1-CI6 C-- Zip: 1f>363 PROJECT ADDRESS: 4 LfO 7 LEGAL DESCRIPTION: Lot: Phone: State License #: 'ib~c't~~xp: Cif/tt;/v:eb Address: ,)..~4'~\ ~t'E> S- City: 'P-r ~(IG.~"L> f"~, iZ-IVIlSVV'\T 1\ U;:; Block: Architect/Engineer: Contractor (6,,~ v2-\~ Ge\Ei-bf C.C Phone:.5bCb~-3t:l"6b 1- --, ~ Zip: ~b. ZONING: Subdivision: CLALLAM COUNTY PARCEL NUMBER: Credit Card Holder Name: o~E::~--- Cc:. Billing Address: z..~c.\?::. IHbMAS ~\ v.>t'\.S Credit Card Type VISA r:- MC # TYPE OF WORK: SIZENALUATlON: o Residential 0 New Constr. 0 Re-roof 0 Stove SF. @ $ o Multi-family 0 Addition 0 Move 0 Garage SF. @ $ ,PI. Commercial 0 Remodel 0 Demolition 0 Deck SF. @ $ /SF. = $ o Repair 0 Sign p.-Other So L-~\2- TOTAL VALUATION $ 4~~O~bl BRIEF DESCRIPTION OF THE PROJECT: ~l.-A42- A~Y ,- ~\'"b - ,c':D /SF. = $ /SF. = $ COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load: Construction Type: No. of Stories: Lot Size: Existing Sq. Ft. Total lot coverage & Proposed Sq. Ft. = TOTAL Sq. Ft. % APPROV ALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and plan submittal requirements if you have questions. V ALUATION OF CONSTRUCTION: In all cases. a valuation amoout must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 41 7 -4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: Ifno permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section RI 05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and Offect. I am authorized to apply for this permit and understand that it is my responsibility to detennine what permits are required t th City's ,nd a I must obtain such permits prior to work. 402-- Date: ~ /1 L/ /r:::O , / Applicant: www.cityofpa.us ~ORTANGELES COpy WAS H I NG TON, U. S. A. PUBLIC WORKS Be UTILITIES DEPARTMENT March 25, 2005 Ms._ Charlotte Metzler 4407 Fainnount Ave Port Angeles, W A 98363 Subject: Net Metering Agreement Dear: Ms Metzler The subject agreement was returned to you without properly noting on page 5 of the agreement or in the transmitta1letter dated March 21, 2005-that a City Building Permit will be required. This is necessary to assure the adequat~ strength of the supporting - structure and the anchoring method of the units. A corrected copy of the agreement is attached. I apologize if this oversite on my part has caused you any inconvenience. If you have questions please conta~t me at (360) 417-4702. . Sincerely, ~~ Manager Attachment: Agreement 32) EAST FIFTH STREET · P. O. BOX 1 150 · PORT ANGELES. WA98362-0217 - PHONE: 360-417-4805 · FAX: 360-417-4542 · TTY: 360-417-4645 E-MAIL: publicworks@cityofpa.us .."..., Power Trip Energy Corp 2343 Thomas Street Port Townsend. WA 98368 (360) 643-3080 www.powertripenergy.eom Lie # POWERTE964JN Monday, April 04, 2005 Roger Vess City of Port Angeles - Building Dept PO Box 1150 32] E 5th St Port Angeles, W A 98362 Dear Roger, Please find and review the enclosed building permit application and supporting documents. In addition to the application you will find: 1. Wind and weight load calculations 2. Wiring schematic 3. Sketch showing attachment methodology 4. S-5 connector test results data sheet - note: the Champion Snap-Loc roofing (a Northwest product) was not tested by the S-5 corp (a Mid-west company) however we have used their data assuming the wort case scenario of all the products they have tested in order to make our wind calculations. 5. Uni-Rac Code compliance manual. We are using Uni-Rac top-down clips, but not their Solar Mount system for which this manual is specific. We are using the S-5 clamps we purchased from Uni-Rac for use with their clamps on metal roofs and substituted the S-5 strength rather than using the data for comp shingle roofs using lag screws into rafters. We are sending this manual to demonstrate the form of the calculation we ran for the wind strength. Please call with any questions, I will be out of the state from 4/6-4-14, however I will be checking messages when I have a cell phone signal, and I will return calls when able. Please use the VISA on the application to process payment for the permit. f\li . i"!l.,-,.....<"':. ~ _ Con!.;,t~.~ ~ ~!! >0 l ' ... ^NGF\..5 OF pOR, '"' - - ,0 th"S" nW c" CITY thi' permit based uti.'" ~r' r,uI'j:r,[ v1dV31 1he Issuance 0\ d'ata s\1a\l oot prevent ,c, O'ror< \fi scAt d other . eellOn 0 "' - catIons an le(jU\tI\1& the cor, _ ,[lOrn pre.!pntll,,, from thereattel . s alia olher data, 0, nOel wr,di III "lheaM\1 d or t\1ereu" , p\,.;15. spr v _\ \1S being carne ' t 1h\S lunso1ctl'u\1. bUlldmg oper~ \0 des and ordmances 0 ~ ,,,,.,,, " ," "~m ..\dm, "'d',~ , lSECTION 303\cj 'DC _ By _~LL-V Mproval natA ! I ~--~-~ t.IJ _~~__ "I~~----i I I I I I I I ------------------------- "I~ - _______J n LI -I ~3: 8->-~[~ ~~ I I r --3:.r~-"; , I r--' , I . I . L- u r-----------------------------------l I I I I I I I I I I I I I I 1--- 1 I g~ ~~ ,'Ia I;il ~ Square D Disconnect 30 Amp. 600 VDC l_____ iT ,I' ~I-.' ~g~e:;. i OJ' 'c 'I gr, .!.!~!i::H-., 'Iz z rr' l;:;;;~: fo., 'iT 1,'"1'. · I!~.'.... '!IIi.'iI I H - ' -j ,,~ '... ..,,';;i ," _ Lpl -~l dl 11-';;'0 1'1 ., :1 '::' -" -I II ~i3:?- ]. _ ;; 'I i: ; 'ii I~I;; ~ l~l - --;j IX'~_ _ '-- ~- - - 0--.. - ..~- Q 1.O"~f"l 0l0~::r w:4OQ/ O"I>--..j::!.. w=' ,,0 1.0 a!.fi1 ~3S: "'OrD o c: r:::r ~=,- ......._rD ->..... < . rDO :::::: ;:j' rD OOOf"lV\3" f"lf"lf"lgs:< s: s: <0 a. > !:!l Q/Q/-~!:!'nl" xxs--..... '"'"01.0 0 ='1/\ !:;OrD6i~"O ..... ::E -. > c:l ~ ~ !:!l -6 f"l~ ~ ~"C:00"l@ N--..j~ S. 00'. U1::g~-g og > 01.0 ~ g '" 3 ~!1! "OQ/NO"I "':4U10 "'00 ,0 ~~ 0lQ/ ~5t ~@ N ~ o ;; f"l T---Qi----T _ ----1__ '"-____ ~ 11) F::t if o ::;: n' 11) :" 1< )> ... ... III -< I I .-.-J L___._..__ -WO"I-l "0 NO"IO 1I00~S <N- ~0~2;' :....(;tQ/iil O"Io5t-< >..0 0 3 ~ S. "00 "0 ~ 0 S. -< 30 Q/- x(;t II ~ N3 NQ/ o>X > 3 "0 '" ;3"~gs: o Ulima. <c: ~~!:!l;o --..j 0"11.0 '" N' ..... ~rD ><rD 3 0 =' "0 <m ~g0 - ~ ~ II <5 II NO O~ --..j' ~ ",00 O<~ Q/ Q/ 3 :4 "0 0 '" " x' rD a. ;;:0 o o -. > ..... iil -< ~ N < -I Mar 28 05 01:57p And~ Cochrane 360-539-1857 p. 1 c;0C\"'\' ~t:5~ 1f\ \'~S ~c.... C)./ U"'\.(" f:jA'V ~\iet::: 6..tJGev, ~ \Co ...:. e ji."'";)v~ 12/ !r~bX f4\, L- OOLTtD '3. i S-1; ~ ~ ~- ~ S 3:J!-r' o.c- ( ~ fJ,..Wt,,-1> DA(... {C (\. \.... ~-"'. c.. t..' \'> S U (t/'.. (v ' ~ ) C- ~DR- ~ ,., b C~LU'V\ '- /__ ~c- ,J U0-l. ~AC- CL., PS Sc..R-t;W6D ,/ . I, Wj ~ .5cr e iAJS ---ro .\~;>< Power Trip Energy Corp. "Craft Your Own Energy Destiny" 2343 Thomas St. Port Townsend, WA 98368 www.powertripenerQY.com (360) 643-3080 360-539-1857 Fax '"- ~ ~,./ ~ ..' I.~;f ~', .g' ~ " ., 'i ~'. ... ~ "'" f 'v ".... Wind Load and Weight Calculations Engineer: Steve Moore Client: Address: Char10tte Metzler - Office 4407 Fairmont Ave Port Angeles, Wa 98363 Date: 3/30/05 Phone: E-mail: This document demonstrates that the Metzler Office solar panel installation is compliant with 2001 Califomia Building Code and the UBC 1997 for roof mounted solar panels. Determination of Minimum Basic Wind Soeeds The minimum basic wind speed for Port Angeles is 100 mph. * * Reference: UBC, Vol 2., Structural Engineering Design Provisions, Chapter 16. Div. III, Wind Design, Figure 16.1, "Minimum Basic Wind Speeds in Miles per Hours", Pg. 36 Determination of Exposure Cateaorv The Metzler office resides in an area typified by a "Exposure B" category. Exposure B - has terrain with buildings, forests or surface irregularities, covering at least 20% of the ground level area extending 1 mile or more from the site. - - Reference: 2001 Califomia Building Code, Vol 2, Chapter 16, Structural Engineering Provisions, Div. III, Wind Design, p. 38.10 Determination of Desion Wind Pressure The Metzler roof has a height of approximately 20 feet. Given the roof height, the Basic Wind Speed, and the Exposure Category, the Design Wind Pressure (or surface pressure and/or uplift) is 22 Ibslsq. ft. *** *** Reference: UniRac Table 1, Design Wind Pressure by Wind Speed and Exposure Category, Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly 2001 California Building Code, Vol 2, Chapter 16, Structural Engineering Provisions, Div. III, Wind Design, p. 38.10 ~. .. .".. . -<7 Power Trip Energy Corp. "Craft Your Own Energy Destiny" 2343 Thomas St. Port Townsend, WA 98368 www.powertripenerQY.com (360) 643-3080 360-539-1857 Fax \I'i 't' ',!f' ~._, -~ ~ 'It ." ".., .~~ .,. "'., "" fr " Wind Load and Weight Calculations Engineer: Steve Moore Client: Charlotte Metzler - Office Address: 4407 Fairmont Ave Port Angeles, Wa 98363 Date: 3/30/05 Phone: E-mail: Determination of Minimum Foot Desian Dead Load and Live Load For Evergreen EC110 solar panels, the Foot Design Dead and Live Loads are as follows: Minimum Foot Design Live Load = Minimum Foot Design Dead Load = Desian Wind Pressure 20 Ib/sq.ft 30 Ib/sq.ft 494 Ibs 605 Ibs 821bs 671bs The design loads for a Design Wind Pressure of 22 Iblsq.ft are found by linear extrapolation. Minimum Foot Desian Live Load 605 - 494 Ibs * 2 Ib/sq.ft 30 - 20 Ib/sq.ft + 494 Ibs = 5161bs Minimum Foot Desian Dead Load 67 - 82 Ibs * 2 Iblsq.ft 30 - 20 Ib/sq.ft + 82 Ibs = 79 Ibs Sum of Design Dead and Live Loads = 595 Ibs The sum of the Design Dead and Live Loads must be at or above the roof rafter assembly design load. Reference: UniRac Table 3, SolarMount Loads per Footing at Maximum Foot Spacing, Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly ~ ... .&" . -". Power Trip Energy Corp. "Craft Your Own Energy Destiny" 2343 Thomas St. Port Townsend, WA 98368 www.powertripenerQY.com (360) 643-3080 360-539-1857 Fax " ), ,t,,; '" ~~1"~:'" '-~,; "Tic.; 4""'~ . . ... .~;Jp .-.;., '- '" '.' " Wind Load and Weight Calculations Engineer: Steve Moore Client: Address: Charlotte Metzler - Office 4407 Fairmont Ave Port Angeles, Wa 98363 Date: 3/30/05 Phone: E-mail: Determination of Maximum Foot SDacino For Evergreen EC11 0 solar panels, the Maximum Foot Spacing are as follows: Desion Wind Pressure 20 Ib/sq.ft 30 Iblsq.ft Maximum Foot Spacing = 114 in 93 in The Maximum Foot Spacing for a Design Wind Pressure of 22 Ib/sq.ft is found by linear extrapolation. Maximum Foot SDacino 93 - 114 in * 21b1sq.ft 30 - 20 Ib/sq.ft + 114in = 110 in Reference: UniRac Table 3, SolarMount Loads per Footing at Maximum Foot Spacing, Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly Determination of Pull Out Load oer Mountino Location The Metzler office is using Trex rails bolted to S-5 mounting hardware located at 32 inches on-center. With this mounting scheme, the wind load is distributed through the rail and into each S-5 mounting clip. The Minimum Design Live Load is 516 Ibs at each footing, or 1032 Ibs across the 110 inch Maximum Foot Spacing. A S-5 clip every 32 inches helps to distribute this total load. Thus the Pull Out Load at each mounting location is 300 Ibs. 1032 Ibs = 300 Ibs 110 in 1 32 in The Metzler office roofing material is Champion Snap-Loco S-5 Solutions has not tested the pull out strength of this particular product, but a review of their test data shows that 300 Ibs is below the failure point of every material they have tested. And, given a safety factor of 2 in their tests, 300 Ibs of maximum pull out is adequate to withstand a 100 mph wind load in Port Angeles. Reference: S-5 Solutions - Load Test Results, S-5 Clamps Ultimate Loads with Factor of Safety = 2 - -.~ ~ ~,,- Power Trip Energy Corp. "Craft Your Own Energy Destiny" 2343 Thomas St. Port Townsend, WA 98368 www.powertripenerqY.com (360) 643-3080 360-539-1857 Fax "",l< ", 1'1 ~: '~ ""'! .,. >1~ ,.. - 'v' ... .~ Wind Load and Weight Calculations Engineer: Steve Moore Client: Char10tte Metzler - Office Address: 4407 Fairmont Ave Port Angeles, Wa 98363 Date: 3/30/05 Phone: E-mail: Determination of Arrav Weiaht and Surface Force Given the Evergreen EC11 0 module weight and size and the weight of the mounting hardware, the array weight and surface force is: EC110 module weight = 30 Ibs 172' of 3" Trex rails - 172 Ibs 64 S-5 Clamps - 24 Ibs 60 Module array and mounting weight = 1996 Ibs Module size = 62.4" x 25.7" 60 Module array size = 187.2" x 514" = 668.2 sq.ft Array weight load per sq ft = 2.99 Ibs/sq.ft - ~.~ ~ ... ~ Load Test Results load Test Results S-5 CLAMP ULTIMATE LOADS ON VARIOUS PANEL SEAMS AND ALLOWABLE LOADS USING FACTOR OF SAFETY OF 2. Clamp Panel Model Manufacturer B Re\el'" CR U 'ppt'1 F Rhell1/lllk F Rhelllfll1k [ 1.IIlICPI\.' F I "in I c\ ,,"t~ T ("'''Ill 11:1 T C '''111 IU T (el1ll1;1 T ( ',:11[11;1 T I mt'lcll T Imetcl' 1I.t.\: S \&S Ii .\&S \&S \&S -,\(\:S \&S Panel Name dllllblc Ii )Id ss I" dr ss I' e1rss I': dl .~s I" dr ss SDP-2"i I SRS-2 SRS-2 SRS-3 St.'IIc'S ~IIII-\L St.'lIe.s ~( 111--'\1 DlII;lS",al Sllap DlIlaSt.,;l! SIl;ql DlII;1Se;d Thickness Finish Material 1(, (\/ mill Page 1 of9 Screw UltimateFailureAUowable Tension Mode FS=2 II" 1-+')7 F 7-+') 7ml11 Ple\\ calheled II" TI (;lI1111111 ZIIlC Xml11 PI,c'\\ c<llhl'll'd II" T ltallllll11 ZIIlC 7 111111 TI t;lIlll1llJ ZIIIC X 111m TII;III1II111 Z IIlC 2-+ ~a steel 2-+ ~;I ..;led ~~ ~~-l "teel ~~ ~~^l ., s Ie' cI (13~ ;t III Jl) l\-fl! ;l! 11111 2-+ ~;l ~-;teel .2~ ~~'I c:It't'I 24 ~a S"';1111 sk,t'1 DlII;IS,.::;l! S e;1111 I Ifl;l Dt'k 1'ltl;1 Dt''' Do II h I e- ~.2 L:a "ted 2-+ ~;l " It' cI ::: Sa slt'el 2-+ ~;t --\ 11 (h 1;1/ I Ill." Oll<lr!/- ZlIlL P\'DF P\"DF P\.DF P\'DF II" II" P\[)F II" P\.DF I'::;(j P\.DF II'::; P\'DF I'::;I! P\'DF II':; P \"[) F I .:; II P\" DF II':; http://www.s-5s01utions.comlflash/load _test Jesults.html 2-+1, J\72 II':; I -1-XI I II':; IJ,311 II':; I ()7~ II" I.J (,(, II':; J. ~-f3 II':; 1.3<)7 lJ'I!U 2U21\ 2 (,I,X ...... ""7""- i....... 2-F~ " I~I I .2.f ,( IX ~, 7.2~ .2. 4~ 3 B F B F B F ( .." )- -, B F X~I, nil Xl" B \" ~ ""'.' ')-' . B '::;S3 B (. ..,.., \ /- B {)l)q F XlIII F I I IIi! B In-+ B I ~(,2 B 12.:>' B 1':;(,'::; B l~~-+ B I 3( 1.2 B 122(. 3/28/2005 Load Test Results V-::S I \ L I' Spall \EI'Spall UP Spall Lllk Duuble- L"k HIl!h slet'1 ~~ ~~-t skel .24 lea Se;ll)) slet'1 Sn;1p Sedm Sllap St';lIl1 .24 l!;1 Sled ..2~ ~~a sk,'1 \rclli!t'l'lural Perm;lSe;lm .24 l!;l Buildlll~, slt't'l C, 1m III 11k'Il (; \rLhllt'l'tul;lI Perm;lst'dm .2.2 l!.a 1311lldlllL skt'l ( ,) 111!1\1Ih:l"il \SS\ll'l;lkd K.\-.2i111i1 BUlldlIL' S\<leI1lS .-\."s\ Il'l;lkd k\-.2i H II) Hulldllll! S\ :-:1\.'I11S \T -\S xr.\S t; 13;1\ -Steel Buildlll,",:'; Illl' B;I\-Skc.'1 Buildlll:-.'.:, lnl' B( Stet.'1 Blllldlll.:-.''- B( Sted Builc!ll1~s fH Steel 13 1I II c! 111.:-.' c B( Steel BlIJ I d 11Il!c, !k!lld,,'C' fklll d L' e Bulkr But It.'l BlIller Clrl:sle '\ IfU)-1 ':;1 I f\IRD-I':;11 Rl\-Lol'k B;I\-I...\\l'k B( L .24- .SD BC L .24- "iD B( . L .24- ".IS Be L .24- '\IS C' t.'e- I'll' k Tee :2 ~a stet'l 24 :-.':1 qt:e1 i I ~~ alulll 24 "a :--teel .24 l!;l '..;kd ~2 :..:LI qt'el .24 l!:1 sled 22 ~~a :-:teel 24 ";1 c:teel 22 :..~~l qC'e! 24 ~a ,tt'el 2-J. lea Pimel skel 2--l ~~l (;t:~lleSIS \. lIC4 1(\() skc'! :-J. ~~l \SR \. ers:1L i\k steel 2-+ ~a .'let'l 2--t C'il PYDF P\'DF P\.DF PYDF P \ T)f~ P\'DF P\DF PYDF P\'DF P\DF P \ "[H P\'DF P\'DF P\'DF P\.DF P\.DF P\DF P\.DF P\'DF Cial \ me P\.DF P\.DF http://www.s-5solutions.comlflashlload _test Jesults.html 1 L':; II':; I .:; (l i I"' 1':;(1 II':; 1':;11 II':; II':; I L':; II':; 115 II':; 1':;1/ 1 130 II':; 1.7.21 II':; .277-J. 1':;11 1 I I) I II':; 277-1- I':; I I 1 jr,7 I':; I I 2.2:\1 I II "' 2.11':;1\ II':; 1-1-:\1 \ I ,() 7 ~ .()(~X 2. 7..2~ 2 ill):\ ~. 7.25 24':;3 i I 31 ~ ..2.5 )Ll Iii I 1.12-J. ..., II-J. I 'i 11 \ .2. I .( \:\ BF BF B F BF BF B F B Page 2 of9 B 1':;1,':; B F :\1, 1 B F 13S7 B 1':;:\1 Ii:\! 13 I.:;:-n 11-1-11 I ( 1.2:\ 7--+3 I \:\-J. B Uq B I ". , ,111_ B 13i-J. B I il \.2 B 1221) B 1':;1,':; B 121,':; B ~q':; B ~{\..2 B III':; , '-U)S 1i3--t 3/28/2005 Load Test Results Page 3 of9 ! i] 'I! h:er~"ld Pal1el skel , j is in C : i ! S It: \',:rqL"k ~~ ~,~l P\T>F I ':;n .... :"""'. B I 3()~ -- j i ne~rl.:\d i\ l/l d S (etc'l \kui,. ill~ I , I" II 11,le -\rch!k'c!lIl:d .:2..! ~~-! P\DF I I .:; .., 77-! B F I ~x 7 -. i j j-ic'e'-t.'li P JIle! slt'd ;\ kLd< illL ( .! III sit: \!C h I!<:.'C (lIl;tI ~~ ~~f P\DF I ':;11 , ! I, ~ R I .:;:-; ~ -- , F:Il~' I 1 h.'t' 1 ,'d P,lIld "le,'1 \kuis illt c.'lll 11 II SDP .2(H I .... I ,,<,\ P\DF I I ~ ~ I 7'::" B D F I ~ ~x -. ~ll -.. - skel ell t 11:1 SDP 3()'1, .:24 (!'-' P\.DF I I ~ .., , " , B D F I I 7j I .::-ll I -.. .' , I steel (:nt ri ~-l SDP I .:; .:2.+ :':.:1 P\DF I I ~ ~ 77 I B F I ~x .., I I _. . ..;kel (. ,-'11(1111 SDP I 7'::" ~.., ",') P \ "[H. I ~o I (, - B I '::"V'! I -- ':"":'d , ' ~ , " ' skel ('hlt:r sn .:24 :.:J P\DF I I .:; .... {)(is B I ~3-t -. I Indllstrit:'s Pim,,'1 skel ( hk'l STC ..,.... ~d P\DF I 51! .., ;""1'::: B I 3( ,.2 -- I , InduSllk'" P :111,,'1 sleel Chief \ISC .:24 ~n P\'DF I I ~ '::.--L~3 13 I -, 11. I I -- lnd ust lit'S Jllll1el stet'1 (' hI (' t' \ISC ~.., ,:.:a P\.DF I ~l I ~ I )q B I ""{ t...., -- Indlbtllc'S [>11I1t'1 :-kt'1 ( 1,\!)Sllllct!'.n BllIl!t'! .:2-+ ~J P\.DF ! I .:; .... I,I,X B ! ~34 -. \kLd i I)~ K( lid Sk'~'i ( tl!1:::trllC{!t)!l BI!!!!('r ..,~ ~J P\DF I .':;11 .... 7"'~ B I ~{l~ -- -. \ie'lld, i Il~. K\lPj slt..~ei ( ,.lnstrUCt!'.>!] ...;ur-L'.lck .:2.+ ~,a P\DF I ! .:; ~ -.j.':; ~ B I ~~(\ - \ klai,. ill~ \ll'~>J ( 1.>I1'tIUCtll>ll S I.! 1- L (IC k ~.., c.:: I P\'DF I :'11 ; I ~I I B I ,~().; -- \kl:ti,. Jill Sk't'J (Oppel S:lkc; l'C-+ ~ I " q P\.DF I I , I :-;'-" B F ').i.:2 -. ~d I I I .' (},' ..;kt'1 ( . i'll ': Build!ll~: Sn;!J.-Se:t1 .:2-+ ~;.l P\'DF I , .:; .... (dl^ B I ;~..j. I -. :..; \ ,1"'111,, "led ( I. ,iI t.:' Fhlil,Jln:.: ...;n:q.-S,::II -,~ ~;.l P\TH I ':;(1 ~ 7'''; B I ~()~ -- -. '-,\ "I L'!]]:- sleel ( ,>rie' B!I!ld!llc.: I..;e;nll-Lok ~..j. ~.a P\DF I I .:; ~ ..j.':;3 B I ~~() -. '''; \ ~tt'llh \Ieel C. (>11,' BIIII.!111," ",';\111-1,1. )k ......, ~~;.-1 P\DF I ':;il ~ I ~{I B I ';(1"\ - .',,\ :.,[elll" ",leL11 r k:l!l SI",'I Pit) S t':JIll ~.+ ~~~ a P\.[)F I I .:; ~ (\(IX B ! "..! -. BltIidlll.c:" lll~ P:llld :~(ct:'l D"':JII Ske'l Pit) SL'11I11 -,~ :':~I P\'DF i ,\i, -, ~.... ; [~ i )11 -, -- -. - - http://www_s-5solutions.comlflashlload_tescresults.html 3/28/2005 Load Test Results , ic~'" iilL : I, fl:~lnl1al I tab L); 11 \\.-' i!sH.)n~-d '\ 1'1;11" ! r II: rik'rb 1\\Il~d FCllld DL-I' SL-:::" SL-:::' SL-:::f! IL-':::! ! 1 L-':::I! Sc'rr ...."):-:: "ice'i ':::4 ::-''' Skt'l :::4 :.:a Sl e'C I 2~ ~a skd ':::4 :':~1 Skc'1 ".-, ,", __ ~l_ sk'L'1 :::4 :.:;1 SkL'1 ':::4 ~'a '::1)1 Ii I SkL'1 F~1h T'-.'LI1 Ii1\." Snap-Seal ':::4 :.:;1 '-kL'1 -,-, __ ~1I "kL'1 .24 ~~t :;kL'i ! -, "'1 -- ,~\1 .; t Cc' I 1\.....""'\ "-"'- Slim SC;1I11 ~lIllln ~-4 :...:Ll G;lh me Gal \ me .\/.->1) Gal.. mL' .\.1 -> !} Cial\ 111(' \L->II G:ll \ me \L"li (ial \Ille .\I->II P\'DF P\.DF D\' DF P \ "[)!~ P\.DF P\DF (i:d \ me P\"[)F P\'DF P\DF P\'DF P\DF P\DF P\ DF P \ '[) F P\'DF P\DF http://www.s-5solutions.com/flash/loa<Ctescresults.html \ kt;lh ~- -) 1111 l' ~ i:-; I \' I -1 ~11 \ kt;il s f): Jl-I('l1:.< I \111~ll \kt;lI, [)llll\-'ll:'; I t:ll ~-ll \kLiI' EII.krt F;lb l-('cl1 Ine Sn~.lp-S\..\JI Fab T,'LI1. InL Seam-Lnk F~-dl -r~ch. Inl' ~earll-Luk I: F;thLd F ~-I tlr~ll Fahi-dl F:lhlal F;lbl;d F;Il)I;,1 '" ( ,~11::1p Ril) skel -, I \''1 _, ,::-d Slim St.';lm Slllll \1..';1111 Sl;lllc! N Sk'el , ~:: ;dum -, I _. :"':.d SL';lIll skt.'1 t 13~ Sl;md N :-, L'a m (j;d\ ak S \ Cd\ ;lkd, I lk ( \ Ci;d.. .Ik S.\ G;II'> ~d(lk I D,o ( \ (j;tl\ ;lk S \ I)\..' ( \ C;d.. ;lk S .\ Ik ( \ Ii I: , Ci~11 (I' Buddlll.:': ''';\>,1<:111" ('.11(. \ [)lll i\1111~ G;d \ ;d cd, II (j;11.. ;lIoL II ( i;I!CO \\;Jlltlll 'O! ....;c.dlll G;!!Ci\ "uIJdlIlO! :ilUll1 :::-+ c.:;1 s teL' I -,-, -- 2d SICL'I ~4 :.::\ stet'1 ,-, __ ~d slt't'! ~4 :':;1 >~ i t:e I ~..2 ~~-\ sl~ci I 1 ... ! -;(} 11-'; ! -';11 II' v~.; " . II' X70 II' :::_41/1 I I, .3~{ I I! .::; (13! I ! I' ~.2(}! I I J"::: I I . ~.3-J.l) II ... .:. (){ ~s 1':::1\ I '" "') 7 "''::: ! I'" -., I':::"'l -.. ! ....!/ "'l ! 3{ I I! ' '2Q I I'" q{lfl II' 7~-' II' 44~ II'::; .2..22(') I I... , I L 7XS II' "::Jd):\ I "II '") ...,. '""'::: ':::.4"3 ... 13!1 "::.rdiS .2. 7 _~.:; B F BF Page 4 of9 B F I)'=:X B F 1)3-; BF I ~f I~ F L -., [j :-\1, 13 ! ! ~ ( 1 B I! ... [) LJ I ~ ~ I I '_'f [) LJ I 'd ,2 13 122() [~ I .....f,'"1 I ." F If. -~ B l,H}'~ ,'I, I ., I B 7-' I . -. 13 I! I ... , , , XiJ-t. p, I ~ ~ I I ,'_'-YO B ! .~( ~2 E3 1-'-',. " 13 I ~I,';; B 1;'--1. [>. ! ~{\~ 3/28/2005 Load Test Results 1<.:'11 h 1,1111', ~. \ ; I IHIIIUIII.:.' ", I<.:'III~ I,,! !b\ ~." I' I<>IIIIUIIIC.: ."\ >i~ll_ll\ klrln L\',lildlll.:.' \\'I,'llh " I J!1\ Budd!II:.' \\"klll" k!lLll.bU!l BUlldlll.:.' ',,\ -,kill" Sedlll "-llb\ lid,. "., ". _'Il1\I kl!!1\ lilk ~ 1 tl'll 1,,"1\ li1k :iH}{i i\ is "-llb\ I,.\k ....,.. -,,11. .ff" _\" II! i\ I",,", (,R--21 I Lllll~! SI:II- R,,,,j B\. (<It!!;! S(~II- Rpllj 13\ L!l!!~l SLlr- Sp,mJ(\d Rile>! 13\ Ll!!Ll SL1!- Sp:l!lluck tzu"! 13\ \IB( \IE( '\IEH 1\1[3(1 \IR([ '\IR( I '\ IB Cl '\ I ECI \IBCI l' \IlK( \ IcElro\ \"-'1;11>.: \ IcEIi(I\ \kt;d>.: .\rt!uck -\rtl(\ck B,ltl-'I1L\\k BilltellLi\k Di\lIhlcLuk D'IUhk'Lok L, lk Se~11l1 Llk Seilm SuperLilk SlIperLlk IltraDek liltr:lDek ;\ J ~r'~ I nl~1 lie '\ /;1'\ 1I11 a ~I -2 4 ~L! "kd ~~ ::-:a ~kd ~ -+ ~~,-l . I ~ I <.:','1 ~.~ ~~-l "k,~1 -24 !..' II . , ~ I <.:'\:'1 .2~ ~a steel :-J. g~l steel ~-+ ~~l '- Sil:)e'J ~: ~~l Sil~el ~-+ ~~-l skel '=:.'2 ~a slt'el 2-+ ~!Ll ."Ie,'1 2': .:; ~-l >.:It'el .2-+ ~Ll st eel ~: :":~l sled 2-+ ~Lt "l<:.','1 22 ~~-1 skd -2-+ C:d \let'l .:: ::~'l P\DF P\"DF P\"DF P\DF P\DF P\[)F P\DF P\"DF P \ T)f: P\DF P\ DF P\DF P\'[JF P\[)F P\DF P\DF P\[)F P\'DF P\DF ~led -2-2 ~,I P\'DF "1e,'J ~4 :':,1 Ci~i1 \ me ~kei http://www.s-5solutions.comlflashlload _test Jesults.html l':::j I 1,.\/ II ~ 1:'0 I I ~ , , 1:'11 I I ~ I I'::: , , . ! 1-" _~.r)()X I-"il ~. 7~~ II :' ~ 4 -" ~ 1:'0 ~ I~i I ! I:' ~ ~4') 1:'11 2. -2 XI I ! I" ::.II~() I! " I 77'1 ! -;11 .::::.~~~ II':: '=:.1 J~(} I ':::!l 2.2Xtl II:' I . 2.-f~.~ I:", .., , 130 II :' -2.77-1 ~ 1(. i I .., 7\l if -' 2.2X5 ~(\(,X -, 7'1'::. l)~\ , I 1(17 , , . BF B f" BF ElF BF ElF Page 5 of9 B ! ~ 34 B ! 3(1~ B I~~(, B 1 ,,(,", B !! :' I 1-+11 III2X B XX') B I !+~ 11)2:-: I I -I' I B 12~!) B 1"":(,-"" 1:........'7 I '" B I:,,' , , ~ l , n L> X~;l) B I I-~~ B 13~ 4 EI I ~ I, .... I." '_ l}(.\ ! F .::: lJ( J 3/28/2005 Load Test Results \llLlru\ \ Ital~ , [ \!tFlrn\ \ 1<.'1~11 S \ IcLlrc)\ \ktal 1\ kEilel\ \kt~t1s !I, IcElli'\ \kl~lis \ k'rc!Ul11 (~ LI~lIlc, 1\ bstcr- Lelk <)(1 Ii\ 1I')(i) 1\ bSk'r- Lok 'ill ( !I, lL' Ii i i 1\kdallloil- Lilk 1\ lee!;)111 UIl- Lllk !I, t:l\II11~1 lilk'rlnd 1\krch~lI1t & illk'r!cld! L\ :lIh !I, klchalll & lnkrlud LI ~llb !I, lelch~lllt (~ ' ~(i~ f \ ~ilh I' \ krch:ml ,~ L\ :llh 1\ klch:1II1 ,~ L I ,IllS 1\ k'lc kll1 1 (~ 1\~1Il:; =31 ;5 ~3Il~ = -:;t 1(,- 1\ lerc kill I (~ :--:;, ih- 1.1~IIlS \krclLl111 & :'311(,- L I ;/11S \k':;ci> lilll:1 Dck I' , \k';cn \ lese<) I '111~1 Dck Duuble- L"k DC1uhk- LClk '\CI \lld\\L'SI \\\.':lIhL'1 \kl~dllc KO(l1 II ~ 11...'sc(~ \JCt Pllllhh'st \h'~lthL'1 \kl~lillc I\il\'lll NCI \ Ileh 1.':;1 \h':llhcl Ii , ,'\ kl~llllc \JCI \lllhh'q \It,t~dllc N CI ,\ Illh 1.'; I '\ Ict~illlC !Z(lcd "J \\1.';((111.'1 K(lul III .: I (, ':-i ~~l ',tt'c'1 2~ ~a stc'el .2-+ :;a stet' I ~2 ~a ~ lc'\.'1 ':-i !:':I Sl",d Iql/ ~llurn I '.1~ ;11 L11lJ ':-i :"::1 sk",1 f. l-+i , alurn I ~ "'. \.1,.",- ~durn 2-+ ~a Slc:'('1 \ i-il i ~1111111 {J3~ ~tI LI rn .2-J. ~,a st t'e'1 ':-i '-'~1 stee'l 2~ ~I.a stt'c'1 2-+ ~~-l ., .~kd 22 ~a stc:'c'1 l I '\" _""'t .::--<..1 skt'1 -'l (l" __ _It stee'l 2-+ :"':.J ''; (('c' 1 ~.~ ~tl slc:'L'1 ':-i .:":~i ;\c'",1 P\'DF P\ DF P\ DF P\'DF P\.DF P\'DF P\DF P\.DF P\DF P\'DF P\.DF P\DF P\.DF P\.DF P\DF P\'DF P \ T) F P\DF P\"DF P\'DF P\'DF P\'DF P\.DF http://www.s-5solutions.comlflash/load _ tesCresults.html I I ~ I I 1':;(1 I I ~ I':::ll I ." II ~ ! ':;,11 II) II ~ 2.{,(iS I':; Ii "'l 7', 1 ! "'"'t I) I - ~ 1':::/1 I ", 1 t () "7 I I ~ ':-+7 .:; II':; -., {)"'(, (;I, I I "'1."7 <_\, I Ii~ .:. -i I') 11-, l.l}IJ=: II ~ I (l':;~ I I ~ I I 1 '1 I ~ I . I I ~ , I 71 ~ I I'::: I' S( I': II~ "( IP i,." I I ~ I I ~_{.(iS I "il 1."1 ..... "7-''::; ~.--L-:;..~ ~ I ~ ~ i ~J,(\S -, 7'")'::; _. I _ ' -, 1':::""1 -.1,' , 131 i -, (,':::,() 8F BDF DF BF B F \ D u \ f3 \ B B BF Page 6 of9 B 1 ~~-i B 1,( '.: I "'.....' 7 1.)11 B I.:::: " .... ." 1""'-' _,'11 B F I {111 DF (,q I '"'II {j '_I ',I F l)':; I ".-., -: "- q.::::x """-.... ';~ -i( I I ~7-i B 133-.+ B 13(1': B I .:.: j B I ':::l.'::: I 'II . B 133-+ B I 1 (I .... B 12~(; 1':;(,':; 1/1""1\..1 \ '-" 3/28/2005 Load Test Results Page 7 of9 ~.., ,{ ! \ Ild\\ (1st , II, " :;~l P\"[)F I ':;0 22XII B F 1 i -II ! - -- I , :1111... ,,It't'1 \< ( ! '\ Ild\\ ('~~t ['! I r~1 Dck 2-1 ~~l P \ T) F I I':: .:2J';(,x B I ;,-1 , , , I \ h:l alllc ~kel '\ ( I '\ lid II c:;1 I rltra Dck " ~~i P \ T) F I "'{) , "'7,.::; B I 'i "') . -- ,;"- '\ 1:'laillc skt'1 I ;$ 1 \ fJd\\ c~)t D\1ubk- , I P\'DF I I " 2 -I':: 3 B 12~() \ _""T Sl.-l , \kLIIIIC LId, stet'1 I [ '\CI \ lld\\ c~~t Doubk- ,-., ~a P\DF ! ~j I I 3ff B I ~(f'::; -- , \ It'l:iI IIC Lilk sttl~\1 ! r \1(.1 f\lid\\cq B~llkl1Ld, 2-1 ~' q P\'DF I I .:: -, {J'::';() n L.- I02X _d I , U I \k'Ltlllc skt'1 i'H I \Ild\\ L~:;'- B~llkI1L\1k ..,.., ~!, ~-l P\'DF I '::;,0 .., 'VII B F I 1-11 ) -- _._'" , \kLdll... "",-'<:'1 \d -TECH S tIl\.' L(\ck 2-1 P \ T)f I I .:: 23-1') F) 1 1 - - :..:a I , ' .., \ LI\."I 11 Ill' II 1-3 -I .steel Nt -TEll! S uri..? L.Gck 2-1 ~;) P\.DF I ! .., .x;x B 'il',1 I :\ !;tcllll1c' I -I , ,,1e...'1 -- Nt -'If( H Shml,)k II ..,.., ~~a P\f)F 1 I .:; ~IIU n (1':;(1 -- L-' '\ I.lChIJl,' ~k,'1 Pi...'lCL.;"l!1 Red I Ron r 2-1 ~~l P\'DF 1 I .., 7$~ B L.. X'iX I \1 II 111111 lItn skt'l ( ,'1 P p,,,-,t\."L~\.)n Sn;lp ( I;td 2-1 ,"'l P\'DF I I .:; 217-1 B F I "'I\: '7 .::-,(! I I , ,'I,) \ I 111111 11 1I111 Sleel { '''I' I r P....kr:;,lll Sn;II' (Lid ..,.., ~d P \ T) F t.:; () , 1(,7 B I ~ X ~~ \ -- I \1\11111111.1111 Sleel ( (lip Ril,'''I/ 111 k I " di ;-.; III 11 I (IH"Ie' ) I i':; ......{, ~ F l.,,) I " /II1l' Rhl~ln/lnk I " df ~;'; .., 11'1111 (IWlle) I I':; ~IX ~ F .::r , , /IIIC S t~ll St~lJ"hldd .., I '1'-' \Z:'':; J I:' .:; I" P 7'::;.) _""T :::::--\1 -, 'lee! ""-'1 S:arshlCld .., I ~~l .\Z':;':: , .:;" 2.1 i-l7 B 11,1'=3 ,ll{fl _""T I steel Skel Sp;m. rr~lpc/(\ld;i1 2-1 :;a P\T)F I 1 .., ':J )()~; B 133..+ IIH.. :; fed ';(\.'\.'I Sp;m. Tr~lpl'/(1ld;11 "") ") P\DF I '::;11 .., ;,.:;:: B , .~(l~ -- ;:--l{ , I Ill' :;kel '<tcel S p:lI1. \rchlkctlllal .." ~LI P\'DF I I , ~.l '."'() B F 1 ii"'X _""T , Illl ~leel St~~1 Span \rchlkcllll:i1 -., P\'DF 1':::11 , 2XI; B F I I~() -- ':"";'d 1,-' . - I III :;1e...'1 St(~CI\..'Cl B~lIT1i.?1 2-1 L':;-l P\'DF I 1 .:: l I I,\:. B ! . ., I -.'" ,j. "'.>, H. ($1 t :;kel l';meh http://www.s-5solutions.comlflash/load _test Jesults,html 3/28/2005 Load Test Results , 1_':Ic" ~~ t,~~.-:Icu St,:,'lcu "11 ) 111 e' 11 y", I I D\lIIUIII!..' B~llll c'l R.O(l1 steel Panels ~2 g;l SUI-L,\ck SUI-Lnck Nn ,II':; Pal It..'! ( 1"111)1\11(.'111> I 'nl1cd (jll~lldl~lll SIIUclllle", $1 -\ Ilk'll c ~I l'nllt..'d "lllIt."IlIIc'S III -\ 1111:' \I (;1 { '11ltcd Slruclllre'S ,Ii .--\Il]eIIC~1 [Ill kd SllIi\:tUlc'> \'1 _ -\Jllt.:'II(~1 \ ~IIC;\ PIlI,k.'1l / BHP (Ji.i~lrdfaJl (jll~lldl~ll1 II (illaldl~1I1 II SSR Z'I' Rib Zip Rib Zip Rib \DP 1110 _ \DP 1011 \DP 111i) k~d Zip "~11 Zljl k~d Zqi k ~d Zip K~lI Zip 24 C'~l sk'el -. J I ~.-. __ ::-.d steel .~4 ~!~l , , >ICCI .:2-+ ~~l steel ~~ :.~~-l steel ..2-+ ~,a sleel 22 ~~-l Slee'l 2-+ !.:a stec'l !l ~.2 ~d UI11 li4(t ~t1111l1 2~ ~a skel I l-fl I ,dllm { !.~: ~i1ull1 24 C'a :.;kel l )3~ ~d 1I111 I \ Ii. , ','.! al L1111 ~-+ ~a :'teel i j '~.: ;t1UIl1 I 1411 ai L1111 PV DF P\"[)I: P\DF P-\DF P\-DF P\-DF P\-DF P\DF Ciah 1111.' PVDF P\'DF P\DF P\"DF P\'[)I: P\-DF P\DF P\.DF P\.DF P\'DF P\-DF http://www.s-5solutions.comlflashlloa(C test Jesults.html -/ L~ BHP 7 /. BHP 7 L._ Celllll:: L! ( 1::1l1rld / Lc ( ent:I;1 7 /- ('Pill:'; 7 L (' iHU:; /7 ( ('IU:'; .7 Hi\i'C'\l\C'I1'; -\llIl11l11Um BlIddlll~-' ,S\ ';klll" Il(hl:_'()\ \.?IlS \1 II 111 IIHl 111 Z I J' I I" I I . J I':; II' II' I J ' II :' II.' ! I' II':; I'" -, 7'"1, I I " ~.-L:;3 I ~o --, L~i.' II':; 1"721 II':; ':Jd)S 1511 J '7 J ~ II, ',' .:-2.4'3 I':;!I 1 I 3~1 I I' 2':;"74 II' ., f f! _.\r._ 2_ 4( ,I) I _ 7 (,(, 713 Xl ~2 "74S 2 (>42 2_4(,i I i. /1;(, 2(,42 .2. -tL(i _\ B \ B .-\ B Page 80f9 B .)(; ~ B 1.:'2(, B I 'I,' B F Sf, I B I 1.' I 1_'), B I ~{; t B 1.22 (; B 1""1,"" B 12S/ B I ~.2 I F 12~1 ! B X~3 ...,. - -. ."'1,''''' " -II ! I ,.., I )/, B ! ~~ I r I 1.23LI B SS B I""': ! F I .2.3 f ) 3/28/2005 Load Test Results ;t, , dl!l!:C ellb 7 \i \CI1S k~ll Zlfi 2~ ga P\[)F /.- \ III :IIII1UI11 Slt'",1 !~!! 11 (I !!1~ """ iell!> 7 \k!,ll,m( \. Zip RJb II ..., '"'l P\'DF t__ (,- , !~"'I- I '. ;111' alulll 7 \ t l...'J-Cl"i ~-lllt I'. "7 Rib iq{l P\'DF t. ,'- Lip I ,111 " ~Ji UIll "7 \ lcich:1Il1 I.. Zip Rill 2~ P\'DF L. c..... ~lt II ,lIh Sk",1 7 - :\ ILrch~ln: (\: 7 Rib (ql! t.._" Lip \ 11111 I I ; Ii) :-: :11 \1111 Page 90f9 II':; 1.7 (;(, B 1..' \.) l (1' l'_' I I .:; .= JI-L2 B I ' ~ I -,- I I ~ 2~(,1) F I ..., ~I' I -- I I .:; 7 (.() B :-; Ie' ~ ;. 1 , ) I I .:; 7!)(} B F X~{ i , i'~ote screw tension to avoid damage to this profile. These ,'ire cap-seam type profiles. The cap of this profile should be mechanically fastenecl to the seam somewhere alonc} Its ienCJth with one lap tek. For a copy of lab test report, contact our office, Above table represents tensile loaels applied to the clarnp in a direction parall'2i to the panel seam. Panels must be attached to the structure adequately to resist these loads. Allowable loads listed utilizing a factor of safety of two are pro\jic!,~cl for user convenience. Actual factor of safety is the responsibility of the ciesi~}Jwr and should be employed as appropriate. All above values are highly dependent upon set screw tension. VVilen relying upon the above values, set screws should be tensioned and re-tensioned as the seam rnaterial compresses. Screw tension should be verified usinl] a calibrated torque indicating wrench, and tensions should match the indicated tensions on the table. View Test Protocol Read Oill. \\\H\l"\,(.: CLOSE \NINDOW C,JpvlIght 2000 1,letal Roof Innovati':,ns LId http://www.s-5solutions.comlflash/load _test Jesults.html 3/28/2005 8II~RAc!!> THE :::..... STANDARD IN PV MODULE RACKS SOLARMOUNT U.S. and other patents pending. Code-Compliant Planning and Assembly with California Building Code Certification Installation Manual 214 ,- ~-:,~< ~- 0"'. Contents Letter of certification ........................................2 Part I. Scope, certification, and installer responsibility ........ 3 Part II. Procedures for code-compliant installations using the SolarMount Module Mounting System .......4 Part III. Installing SolarMount with top mounting clamps. . . . . . .9 Part IV. Installing SolarMount with bottom mounting clips .... IS Warranty ................................................ .20 UniRac welcomes input concerning the accuracy and user friendliness of this manuaL Please write to pubIications@unirac.com. 1',", (1411 l1h 1 :\id" h :!1J1J4 @ 2004 by UniRac, Inc. All rights reserved. UMBRAc' Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly , . 29 March, 2004 ',. TEe TON ~.::;i"'. .. Mr. John Liebendorfer UniRac, Inc, 3291 University -Blvd SE, Suite 110 Albuquerque, NM 87106-5635 1500 ~"R~ AVF'<dF. =MF ~YVIII F. CAI.IFORN.." 94G08-3551 Subject: Engineering Certification for UniRac's SolarMountTM .Uni~ersaI PV Module Mounting Syst~ '" TEL 5\0 HO 2400 . "^X 510 HO 2405 www l~etonl($..)a.c::on" Dear Mr. Liebendorfer, Attached is the UniRac Calculation worksheet and Installation Manual #214. Pub. 040316-1 ii, Copyrighted by UniRac, Inc,. March 2004, 20 pages. I have reviewed these calculations, and certifY their results.are accurate.. The calculations determine the design level forces for wind, as prescribed in the California Building Code. The adequacy gf the UNlRAC structure is demonstrated. by the calculations. The calculations also correctly determine the' anchorage requirements for' the ihstallation, aDd this requirement is properly . represented in Installation Manual #214. . . The calculationS are 'based upon: . I.- "The 200 1 California Building Code, California Code of Regulations", based on the 1997 "Uniform Building Code. Volume 2: Structural Engineering Design Provisions". by International Conference of Building Officials, Whittier, Ca, t 997. and California Building Standards Commission, Sacramento. California, 200 I. . 2. . ~ual of Steel Constn1ctiOn: Load Resistance Factor Design", 3rd Ed, AmeriCQ Institute of Steel Construction, Chicago. IL.. 2001. 3. '<AJwninum Design Manual: Specifications and Guidelines for Aluminum Structures":, The A.luminum Association, Washingtoa D.C., 2000 . 4. MechanicaJ Properties ofUNlRAC extruded rails aDd related components based on data - pbtained from Waiter Oerstle, PE, Department of Civil Engineering, University of New Mexico, Albuquerque, NM. With this letter, I certify that UniRac SolarMount products will t?e structurally adequate and will satisfy the building 'codes listed above when they are insQilled per the "SoIarMOlmt Code- Compliant Planning. and Asset:nbJy", lnsbdlation Manual #214, Pub. 040316-Jii, Copyrighted by UniRac, Inc" March 2004. ' 8~ questions'or concerns.._ Otll_ ~,.r . ..:""'(~.. .. H~'. ~ .-..~~; :z ~ r" ~ G1: ~: BriaR Spri , . EXP'6 -' ...uJ T C 0 ":0.. ". Clv ..' ~ E T NICS ....,Jf'~r.............';)~\.,' Architects I Planners I 'tI..7~~\.\~...., ~~,t Ar..:hi(t'~t!t PI:tnners .k-'=' Engiol'crs SA.N FRANCISCO .... EMERYVILLE 2 SAN OI[GO , Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly IUN~RAc. Part I. Scope, certification, and installer responsibility Please review this manual thor- oughly before installing your SolarMount system. This manual provides (1) sup- porting documentation for building permit applications relating to UniRac's Solar- Mount™ Universal PV Module Mounting system, and (2) plan- ning and assembly instructions for SolarMount. SolarMount products, when installed in accordance with this bulletin, will be structur- ally adequate and will meet the 2001 California Building Code and the Uniform Building Code, 1997, hereafter UBC 1997. UniRac also provides a limited warranty on SolarMount prod- ucts (see p. 20). The installer is solely responsible for: · Complying with all applicable local or national building codes, including any that may supercede this manual; · Ensuring that UniRac and other products are appropri- ate for the particular installation and the installation environment; · Ensuring that the roof, its rafters, connections, and other structural support members can support the array under building live load conditions (this total assembly is hereafter referred to as the roof rafter assembly); · Using only UniRac parts and installer-supplied parts as specified by UniRac (substitution of parts may void the warranty and invalidate the letter of certification on page 2); · Ensuring that lag screws have adequate pullout strength and shear capacities as installed; · Maintaining the waterproof integrity of the roof, includ- ing selection of appropriate flashing; and · Ensuring safe installation of all electrical aspects of the PV array. "". 3 UlliRA.c. Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly Part II. Procedures for code-compliant installations using the SolarMount Module Mounting System 1. Determine the Basic Wind Speed at your installation site This bulletin is designed to support applications for build- ing permits for installations using SolarMount DO PV Module Mounting System, manufactured by UniRac, Inc. Follow the six steps below and the installation instructions on pages 9-20 to install SolarMount in compliance with the 2001 California BuUding Code and the UBC 1997. Before proceeding, note the following: . This bulletin addresses only wind loads on the as- sumption that wind produces the maximum load factor affecting an installation. Verify that other local factors, such as snow loads and earthquake effects, do not ex- ceed the wind loads. Give precedence to any factor that does. Wind loads are considered to act on the entire projected area, or may be perpendicular to any surface. . The roof on which the SolarMount will be installed must have the capacity to resist the combined Design Dead Load and Uve Load per footing listed in Tables 2 and 3 on pages 6-7. 100 90 80 """'&. For the United States, see "Minimum Basic Wind Speeds in Miles per Hour," reproduced below. If your installation is outside the United States or if you need further assistance, consult a local professional engineer or your local building authority. -~--~------"--- --] I l"-!:An '''''':iV'CLil.l;ON Ilr-Tv..cr... .....If[) ~,..rcJ cc"rov"'~ ~ACC="""'DL: 1. C......-ON.,., u:;.r eo- ~'""...n":'J'rrD (,..:JNT'()Ul'l-:'l~ M(.)UN~oI. -"';'11$ "'Lou .)t.:> 1.,:1- ~:;'IlAI:' 1.1.:. ::'1-1.' I .....:toC1<::P(;cO r:~H"'V;""~!4l) l)!,";:A10At(('H..;.l.I'-.&NO f..~ ~ .....'.,. .'StAI'40'S-1'S 1tO ~ ......-,..)~[()....A...llill.$S.)'Ai[;' rOMi (.:()PIIS"~A.m Bi.~~'<liE'J -:-Jo;i: ::O~tL.,jf......"l ~I-'. '.[AR.lS'T ""ANJ WN1'0VH Figure 1. Minimum BQ$ic Wind Speeds. Reproducedfrom UBC, Vol. 2, Structural Engineering Design Provisions, Chap. 16, Div. IH, Wind Design, Fig. 16.1, "Minimum Basic Wind Speeds in Miles per Hour," p. 36. The map has been adopted by the 2001 Californin Building Code (Fig. 16-1, 1'012. p. 36). ..... 4 Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly '1IIIiRAc' 2. Determine the exposure category of your installation site The California Building Code" defines wind exposure catego- ries as follows: EXPOSURE B has terrain with buildings, forests or sur- face irregularities, covering at least 20 percent of the ground level area extending 1 mile (1.61 kIn) or more from the site. EXPOSURE c has terrain that is flat and generally open, extending 'h mile (0.81 kIn) or more from the site in any quadrant or having scattered obstructions extending one-half mile or more from the site in any full quadrant. This category includes flat or gently rolling open country and grasslands. Sites normally considered as Exposure B, but which are subject to topographic amplification or channelization, such as ridgetops or draws, shall be considered as Exposure C. t EXPOSURE D represents the most severe exposure in ar- eas with basic wind speeds of 80 miles per hour (mph) (129 kmih) or greater and has terrain that is flat and unobstructed facing large bodies of water over 1 mile (1.61 km) or more in width relative to any quadrant of the building site. Exposure D extends inland from the shoreline '14 mile (0.40 kIn) or 10 times the building height, whichever is greater. 3. Determine Design Wind Pressure required for your installation Design Wind Pressure is the amount of wind pressure that a structure is designed to withstand, expressed here in pounds per square foot (psO. To determine the Design Wind Pressure required for your installation, apply the following factors using Table 1: . your Basic Wind Speed (determined in step 1), . your exposure category (determined in step 2), and . the height of your roof above the ground. If your values fall significantly outside the range of the table, or if your Design Wind Pressure requirement exceeds 50 psf, consult UniRac, a professional engineer, or your local building authority. . 2001 California Building Code, vol. 2, chap. 16, Structuml Engineer- ing Design Provisions, Div. IlI, Wind Design, p. 38.10. tEmphasis in the original, indicating material inserted by California into definitions adopted from the UBC. Table I. Design Wind Pressure (psf) by Wind Speed and Exposure Category Design force applies to surface pressure and/or uplift (withdrawal). Basic Wind Speed (mph) 70 80 90 100 110 120 130 Category B 15' roof height 10 13 17 21 25 30 35 20' roof height II 14 18 22 27 32 38 25' roof height 12 15 19 24 29 35 41 30' roof height 12 16 21 25 31 36 43 Category C 15' roof height 17 23 29 35 43 51 60 20' roof height 19 24 31 38 46 54 64 25' roof height 19 25 32 40 48 57 67 30' roof height 20 26 33 41 50 59 69 Category 0 IS' roof height 23 30 38 46 56 67 78 20' roof height 24 31 39 48 58 70 82 25' roof height 25 32 41 50 60 72 84 30' roof height 25 33 42 51 62 74 87 Source: These Design Wind Pressure (P) values are based on the (onnuM P = C. * C, * q, * I. (2001 California Building Code, voL 2, chap. 16, Structuml Engineering Design ProvisiDns, Div. III, Wind Design, p. 38. I 0). Assum~ lions: I = I and C = 1.3. . , 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing. . . Foot spacing refers to the space between L-feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to determine your Minimum Design Live and Dead Loads per footing. Of you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 4b on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design Live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3. To meet code, you must verify that the roof rafter assembly at your installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8. .... 5 UII 8 RAc. Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly Table 2. SolarMount TM Loads (Ibs) per Footing at Standard Rafter Spacings To meet code, your Design Loads must be at or above those indicated. You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounts per square foot, contact UniRac. MM'i,mum Minimum Design Live Load os 0 M.,imum Minimum Design Live Lood os a Design FuncDon 0( Design Wind Pressure Design Function o( Design Wind Pressure Dead Load 20 ps( 30 ps( 40 ps( 50 ps( Dead Load 20ps( 30 ps( 40 ps( 50 ps( AstroPower AP65,AP75 RWE SchottASE 300 48" rafter (foot) spacing 33 157 236 315 393 48" rafter (foot) spacing 58 248 373 497 621 64" rafter (foot) spacing 43 210 315 420 524 64" rafter (foot) spacing 77 331 497 662 828 72" rafter (foot) spacing 49 236 354 472 590 72" rafter (foot) spacing 87 373 559 745 NA AstroPowerAPillO,APil20 RWE Schott SAPC 165 (See Sharp NE-165U I) 48" rafter (foot) spacing 33 194 291 387 484 Sanyo HIT 190 64" rafter (foot) spacing 44 258 387 516 646 48" rafter (foot) spacing 29 173 260 347 433 72" rafter (foot) spacing 50 291 436 581 726 64" rafter (foot) spacing 39 231 347 462 578 AstroPower APi 165 72" rafter (foot) spacing 44 260 390 520 650 48" rafter (foot) spacing 31 194 291 387 484 Sharp NE-80U I 64" rafter (foot) spacing 41 258 387 516 646 48" rafter (foot) spacing 33 158 237 315 394 72" rafter (foot) spacing 46 291 436 581 726 64" rafter (foot) spacing 44 210 315 420 526 BP Solar 375,380,580,585 72" rafter (foot) spacing 49 237 355 473 591 48" rafter (foot) spacing 31 158 237 316 395 Sharp ND-I23UI 64" rafter (foot) spacing 41 211 316 421 527 48" rafter (foot) spacing 38 197 295 393 492 72" rafter (foot) spacing 46 237 356 474 593 64" rafter (foot) spacing 50 262 393 525 656 BP Solar 3125 72" rafter (foot) spacing 56 295 443 590 738 48" rafter (foot) spacing 33 198 297 396 495 Sharp ND-NOECU (140W) 64" rafter (foot) spacing 44 264 396 528 660 48" rafter (foot) spacing 26 153 230 306 383 72" rafter (foot) spacing 50 297 446 594 743 64" rafter (foot) spacing 34 204 306 408 510 BP Solar 3160,41 SO, 4160, 4170 72" rafter (foot) spacing 39 230 344 459 574 48" rafter (foot) spacing 33 209 314 418 523 Sharp NE-165U I, NT-175U I, NT-185U I 64" rafter (foot) spacing 44 279 418 557 697 48" rafter (foot) spacing 35 207 310 413 517 72" rafter (foot) spacing 50 314 470 627 784 64" rafter (foot) spacing 47 276 413 551 689 Evergreen EC I 02, EC II 0, EC II 5 72" rafter (foot) spacing 53 310 465 620 775 48" rafter (foot) spacing 35 208 312 416 520 Sharp ND-167UI 64" rafter (foot) spacing 46 277 416 555 693 48" rafter (foot) spacing 28 174 262 349 436 72" rafter (foot) spacing 52 312 468 624 780 64" rafter (foot) spacing 37 232 349 465 581 First Solar FS50D 72" rafter (foot) spacing 41 262 392 523 654 48" rafter (foot) spacing 35 158 236 315 394 Shell SMIIO 64" rafter (foot) spacing 47 210 315 420 525 48" rafter (foot) spacing 32 173 259 345 432 72" rafter (foot) spacing 52 236 354 473 591 64" rafter (foot) spacing 43 230 345 460 576 Kyocera KC80 72" rafter (foot) spacing 49 259 389 518 648 48" rafter (foot) spacing 29 128 192 256 320 Shell SQ70, SQ75, SQ80 64" rafter (foot) spacing 39 171 256 341 427 48" rafter (foot) spacing 31 157 236 315 393 72" rafter (foot) spacing 44 192 288 384 480 64" rafter (foot) spacing 41 210 315 420 524 Kyocera KC 120, KC 125G 72" rafter (foot) spacing 46 236 354 472 590 48" rafter (foot) spacing 34 187 281 374 468 Shell SQ 140, SQ 150, SQ I 60 64" rafter (foot) spacing 45 249 374 499 623 48" rafter (foot) spacing 36 213 320 426 533 72" rafter (foot) spacing 51 281 421 561 701 64" rafter (foot) spacing 48 284 426 568 710 Kyocera KC I 58G, KC 16 7G 72" rafter (foot) spacing 54 320 479 639 NA 48" rafter (foot) spacing 28 169 254 339 423 SunWize SW85, SW90, SW95 64" rafter (foot) spacing 37 226 339 452 564 48" rafter (foot) spacing 35 190 285 380 474 72" rafter (foot) spacing 42 254 381 508 635 64" rafter (foot) spacing 46 253 380 506 633 Photowatt PW750 72" rafter (foot) spacing 52 285 427 569 712 48" rafter (foot) spacing 30 162 244 325 406 SunWize SWI15,SWI20 64" rafter (foot) spacing 40 216 325 433 541 48" rafter (foot) spacing 34 190 285 380 474 72" rafter (foot) spacing 45 244 365 487 609 64" rafter (foot) spacing 45 253 380 506 633 Photowatt PW 1250 72" rafter (foot) spacing 51 285 427 569 712 48" rafter (foot) spacing 30 163 245 327 409 UniSolar 64 64" rafter (foot) spacing 39 218 327 436 545 48" rafter (foot) spacing 25 179 269 359 448 72" rafter (foot) spacing 44 245 368 490 613 64" rafter (foot) spacing 33 239 359 478 598 Photowatt PW 1650 72" rafter (foot) spacing 37 269 403 538 672 48" rafter (foot) spacing 31 162 244 325 406 64" rafter (foot) spacing 41 216 325 433 541 72" rafter (foot) spacing 46 244 365 487 609 Po,,, 6 Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly IUII~RAc. Table 3. SolarMount TM Loads per Footing at Maximum Foot Spacing To meet code, your Design Loads must be at or above the Design Wind Pressure indicated. You, the installer, are solely responsible for verifying that the roof can withstand these design loads. for specifications based on Design Wind Pressure values greater than SO pounds per square foot, contact UniRac, Design Wind Pressure Design Wind Pressure 20 psf 30 ps( 40 ps( 50 ps( 20 psf 30 ps( 40 ps( 50 ps( AstroPower AP65, AP75 RWE SchottASE 300 Maximum foot Spacing (inches) 131 107 93 83 Maximum foot Spacing (inches) 104 8S 74 66 Minimum foot Design Live Load (Ibs) 429 526 610 680 Minimum foot Design Live Load (Ibs) 538 660 766 8S4 Minimum foot Design Dead Load (Ibs) 89 73 63 56 Minimum foot Design Dead Load (Ibs) 126 103 89 80 AstroPower APi II 0, APi 120 RWE Schott SAPC 165 (See Sharp NE-165U I) Maximum foot Spacing (inches) 118 96 83 75 Minimum foot Design Live Load (Ibs) 476 581 670 757 Sanyo HITI90 Minimum foot Design Dead Load (Ibs) 82 67 58 52 Maximum foot Spacing (inches) 125 102 88 79 Minimum foot Design Live Load (Ibs) 451 553 636 713 AstroPower APi 165 Minimum foot Design Dead Load (Ibs) 76 62 54 48 Maximum foot Spacing (inches) 118 96 83 75 Minimum Foot Design Live Load (Ibs) 476 581 670 757 Sharp NE-80U 1 Minimum Foot Design Dead Load (Ibs) 75 61 53 48 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (Ibs) 430 S27 604 682 BP Solar 375,380,580,585 Minimum Foot Design Dead Load (Ibs) 90 73 63 57 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (Ibs) 431 528 606 683 Sharp ND-I23UI Minimum Foot Design Dead Load (Ibs) 84 68 59 53 Maximum Foot Spacing (inches) 117 96 83 74 Minimum foot Design Live Load (Ibs) 480 590 680 758 BP Solar 3125 Minimum Foot Design Dead Load (Ibs) 92 75 65 58 Maximum Foot Spacing (inches) 117 95 82 74 Minimum Foot Design Live Load (Ibs) 483 588 677 763 Sharp ND-NOECU (140W) Minimum Foot Design Dead Load (Ibs) 81 65 56 51 Maximum Foot Spacing (inches) 133 108 94 84 Minimum Foot Design Live Load (Ibs) 424 516 599 669 BP Solar 3160,4150,4160,4170 Minimum Foot Design Dead Load (Ibs) 72 58 51 'IS Maximum Foot Spacing (inches) 114 93 80 72 Minimum Foot Design Live Load (Ibs) 496 607 697 784 Sharp NE-165UI,NT-175UI,NT-185UI Minimum Foot Design Dead Load (Ibs) 79 64 55 50 Maximum Foot Spacing (inches) 114 93 81 72 Minimum Foot Design Live Load (Ibs) 491 601 698 775 Evergreen EC I 02, EC II 0, EC II 5 Minimum Foot Design Dead Load (Ibs) 83 68 59 53 Maximum Foot Spacing (inches) 114 93 80 72 Minimum Foot Design Live Load (Ibs) 494 605 693 780 Sharp ND-167UI Minimum Foot Design Dead Load (Ibs) 82 67 58 52 Maximum Foot Spacing (inches) 124 102 88 79 Minimum Foot Design Live Load (Ibs) 'ISO 556 639 717 First Solar FS50D Minimum Foot Design Dead Load (Ibs) 71 58 50 'IS Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (Ibs) 430 527 604 681 Shell SMIIO Minimum Foot Design Dead Load (Ibs) 95 78 67 60 Maximum Foot Spacing (inches) 125 102 88 79 Minimum Foot Design Live Load (Ibs) 450 550 633 710 Kyocera KC80 Minimum Foot Design Dead Load (Ibs) 84 69 59 53 Maximum Foot Spacing (inches) ''IS 118 103 92 Minimum Foot Design Live Load (Ibs) 387 472 549 613 Shell SQ70, SQ75, SQ80 Minimum Foot Design Dead Load (Ibs) 88 72 63 56 Maximum Foot Spacing (inches) 131 107 93 83 Minimum Foot Design Live Load (Ibs) 429 526 610 680 Kyocera K C I 20, K C 125G Minimum Foot Design Dead Load (Ibs) 84 69 60 53 Maximum Foot Spacing (inches) 120 98 85 76 Minimum Foot Design Live Load (Ibs) 468 573 662 740 Shell SQ 140, SQ 150, SQ 160 Minimum Foot Design Dead Load (Ibs) 85 69 60 54 Maximum Foot Spacing (inches) 112 92 80 71 Minimum Foot Design Live Load (Ibs) 497 612 710 788 Kyocera KC 158G, KC 167G Minimum Foot Design Dead Load (Ibs) 84 69 60 53 Maximum Foot Spacing (inches) 126 103 89 80 Minimum Foot Design Live Load (Ibs) 445 545 628 706 SunWize SW85, SW90, SW95 Minimum Foot Design Dead Load (Ibs) 73 60 52 46 Maximum Foot Spacing (inches) 119 97 84 75 Photowatt PW750 Minimum Foot Design Live Load (Ibs) 470 575 664 741 Minimum Foot Design Dead Load (Ibs) 86 70 61 54 Maximum Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Live Load (Ibs) 436 533 616 685 SunWize SW 115, SW 120 Minimum Foot Design Dead Load (Ibs) 80 65 57 50 Maximum Foot Spacing (inches) 119 97 84 75 Photowatt PW 1250 Minimum Foot Design Live Load (Ibs) 470 575 664 741 Minimum Foot Design Dead Load (Ibs) 84 69 59 53 Maximum Foot Spacing (inches) 128 105 91 81 Minimum Foot Design Live Load (Ibs) 436 536 620 689 UniSolar 64 Minimum Foot Design Dead Load (Ibs) 79 65 56 50 Maximum Foot Spacing (inches) 123 100 87 78 Photowatt PWI650 Minimum Foot Design Live Load (Ibs) 459 560 650 728 Minimum Foot Design Dead Load (Ibs) 64 52 'IS 40 Maximum Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Live Load (Ibs) 436 533 616 685 Minimum Foot Design Dead Load (Ibs) 83 68 59 52 P", 7 UMBRAe. Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly 4b. . . . Or verify Maximum Foot Spacing and Determine Minimum Design Dead and Live Loads To minimize roof penetrations, consult Table 3 (p. 7) to deter- mine Maximum Foot Spacing allowable for the Design Wind Pressure that you determined in Step 3. Find the make and model of the PV module you plan to install, then read or extrapolate Foot Design Live Loads and Dead Loads at the maximum spacing. To meet code, you must verify thatfoot spacing is at or below the dimension listed and that the roof rafter assembly at your installation site has the capacity to withstand t1ie sum of the Design Dead Load and Design Live Loadfor the speci- fied spacing. If they do not, try smaller footer spacing. If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. 5. Ve1if.y acceptable Rail End Overhang Rail End Overhang (Fig. 2) must equal 50 percent or less of foot spacing. Thus, if foot spacing is 72 inches, the Rail End Overhang can be up to 36 inches. In this case, two feet can support a rail of as much as 144 inches (72 inches between the feet and 36 inches of overhang at each end). 6. Ensure that Live Loads do not exceed Pull-Out Capacities Based on the characteristics of your roof rafter or truss lumber and the lag screws, consult Table 4 to determine the lag pull- out capacity per I-inch thread depth. Compare that value to the minimum design live load per footing determined in Step 4a or 4b. Based on these values, determine the length of the lag-screw thread depth you require to resist the design live load. To ensure code compliance, the lag pull-out capacity per footing must be greater than the footing design live load. If your SolarMount requires standoffs, always use at least two lag screws to secure the standoff to the rafter. Figure 2. SolarMountfoot spacing refers to the distance betweenfeet on the same rail. Over- hang, the distance from end of the rail to thefirst foot, may be no more than halfthefoot spacing. Table 4. lag pull-out (withdrawal) capacities (Ibs) in typical roof truss lumber Lag screw spedflCations Specific y" - shaft, * y" - shaft, * '/e - shaft, * gravily 2}:2 - thread depth per , - thread depth per ,- thread depth Douglas Fir, Larch 0.50 665 266 304 Douglas Fir, South 0.46 588 235 269 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) 0.-46 588 235 269 Hem, Fir 0.-43 530 212 243 I Hem, Fir (North) 0.-46 588 235 269 Thread Southern Pine 0.55 768 307 352 depth L Spruce. Pine, Fir 0.-42 513 205 235 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 665 266 304 Sources: Uniform Building Code; American Wood Counei/. Notes: ( I) Thread must be embedded in a rafter or other struaural roof member. (2) Pull-out values incorporate a '.6 safety (aaor recommended by the AmeriaJn Wood Council (3) See UBC (or required edge distDnces. *Use flat washers with lag screws. .... 8 Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly 'UlliRAc. Part III. Installing SolarMount with top mounting clamps "~~~~~~, ' < '""- "- '--, . -----.., "- ~. ,. .. ."-, . -.: ",..~." .)''',,'~ "" "<.. "-~" .~ ", "-~ ~ ~>' '",.. "" ... ~: ~<,'>, .G.. . .>,,-.,>~,>:,::,->~ . ~ ',,-';> ,<:"""" "~~-:...:::' '. "". .,.. / .. ,'~":""-"-~ ~"-....~>. '.... ,>'.~'o~._ ..~. ... .'" .. "-,.' ~:~,...".,..,~,.~..,,7.~~,,' "-..... .......... .,..."~,,~,.~:,, '~ / '\,.N~)~ '''-.... ., - . ~" , .. -'. -. "".:,..' "-. ....; '-'-., "-",-- "';.,. .- "- ',,- , '",-. "'- . "- '-., "", ~. ',,- ........" .,,,...... ...., '. /...... This section covers SolarMount assembly where the installer has elected to use top mount- ing clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount to a pitched roof. Contents Laying out the installation area. . . . . . . . .. 10 Laying out L.feet . . . . . . . .. 11 Installing L.fcet .... . . . . .. 11 Laying out standoffs ...... 12 Installing standoffs. . . . . .. 12 Installing SolarMount rails .. . . . . . . . . . , . . . . . . .. 13 Installing the modules .... 14 Figure 3. Exploded view 0/ a low-profile installation mounted flush to the roo/with L-feet. Table S. Part quantities SMR Series SolarMount Rail Sets (model no. = rail length in inches) y. - footing Y. - flange Rails L-feet bolts nuts SMR48 thru 106 2 4 4 4 SMRI20 thru 180 2 6 6 6 SMRI92 thru 216 2 8 8 8 CT Series Clamp Sets (model no. = modules accommodated) End Mid 14 - module 14-x Ye- 14 - flange damps damps clamp baits safety bolts nuts cn 4 2 6 2 8 cn 4 4 8 2 10 CT4 4 6 10 2 12 CTS 4 8 12 2 14 CT6 4 10 14 2 16 CT7 4 12 16 2 18 CTa 4 14 18 2 20 .......'t! ~"-........... "- . ...,..... i Mid -"........ clomp '... ..." .....""......,. ...... .., ......... ..///~~ .~ ,"' End ".clamp Table 6. Wrenches and torque Wrench Recommended size torque (ft-Ibs) /1._ IS 'j,.- 30 14 _ hardware y.- hardware Caution: Stainless steel hardware can seize up. a process called galling.To significantly reduce the likelihood of galling. SAF-T-EZE ami-seize lubricant has been included with your hardware. Apply a very small drop to the threads of all bolts before in- stallation. If more ami-seize is needed. substitute any lubricant. .... 9 UllmRAc. Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly Laying out the installation area The installation can be laid out with rails parallel to the rafters (high-profile mode) or perpendicular to the rafters Oow-pro- file mode). Note that SolarMount rails make excellent straight edges for doing layouts. Center the installation area over the rafters as much as pos- sible. Leave enough room to safely move around the array during installation. The width of the installation area is equal to the length of one module. The length of the installation area is equal to: . the total width of the modules, . plus 1 inch for each space between modules (for mid- clamp), . plus 3 inches (l1h inches for each set of end clamps). Ili'Jh-f.),ofile mode lcw-plofllu fllcde Figure 4. RaUs may be placed parallel or perpendicular to rafters. ".., 10 Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly UII~RA.C. Laying out L-feet L-feet (Fig. 5) are used for installation through existing roofing material, such as asphalt shingles or sheet metal. Use Figure 6 or Figure 7 below to locate and mark the L-feet lag bolt holes within the installation area. To meet code, you must use the foot spacing deter- mined in procedural steps 4a or 4b (pp. 5, 8). When determining the distance be- tween the rails in high-profile mode, kcep in mind that the center of each rail will be offset from the L-foot lag bolt holes by 1% inches. If multiple high-profile rows are to be installed adjacent to one another, it will not be possible for each row to be centered above the rafters. Adjust as needed, following the guidelines in Figure 7 as closely as possible. 25% maximum typical each end ..., I .~.--~--(~ .. ", I ,..' '\ I-~~ I \~, 'l "\ ., Figure 5 ~.. I 3/"" t /1' ~/'---:-"'" : : .L- I-Overharg ,- rool ~pnciflo- I I: I ., \. I / ~., II ; / !-J.,;) i A'-! ;:, / 1,'- ---'..... r~.. I ',: ~ '.1 \..,,., .1 iTl . 5C~ I Yr->il..:ul l'--.! , i - ."',,-,. 2S'!i. typic:al J ",u,-" "'IOU ....o~ : , \ , " , , , , , .~,--~ - --~#. lowe, roof odge "..------- R u f ! u rc.------- or Figure 6. Low-profile layout I'''~ 1.50% mlnimLn1 typical ~ 1-3/"'~ I II : _ c" ./-- ,:-:"~I . 1" ! It /,,- ~/ I ~ II' / Ii, I /' . I r,' ! 0 ql, roo I I[ ~pocin9 \ : I -"'-'--1 iJ. 1-3/4_ .J~ - .."'. ,/"r ,'./ Il'l ~ C I , I f \ .. I ~ I .', '..1._ ----' ....../ fLJ-.. I ' i I 1-~4l-r- rI , '-ower roct edge 1 1)1 L.:- - - ~I! Raftorl /1 /1 Figure 7. High-profile layout I -II!--l 'I' II! 11 II II' II' I" I 'l----l L ..,,,~ Overhur ~ Installing L-feet Drill pilot holes through the roof into the center of the rafter at each L-foot Jag bolt hole location. Consu]t procedural step 6 and Tab]e 4 (p. 8) to select the Jag bolts that you must use to meet building code wind load requirements. Lag bolts are not provided with So]arMount rail sets, Squirt sealant into the hole, and on the shafts of the Jag bolts. Sea] the underside of the L-feet with a suitable weatherproof sealant. Securely fasten the L-feet to the roof with the Jag bolts. Ensure that the L-feet face as shown in Figure 6 or Figure 7. The single-s]otted square side of the L-foot must always lie against the roof with the double-slotted side perpendicular to the roof, Pot. 11 UllmRAc. Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly Laying out standoffs Standoffs (Fig. 8) are used for flashed installations, such as those with tile and shake shingles. Use Figure 9 or Figure 10 to locate and mark the standoff lag bolt holes within the installation area. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Remove the tile or shake underneath each standoff location, exposing the roofing underlayrnent. Ensure that the standoff base lies flat on the underlayment, but remove no more material than required for the flashings to be installed properly. Use the standoff base as a template to mark lag bolt hole locations on underlayment above the center of the rafters (Fig. 9 or Fig. 10). ~1 ; l~J 111 Figure 8. Raisedjlange standoff (left) andjfat top standoff used in con- junction with an L-foot. When determining the distance be- tween the rails in high-profile mode, keep in mind that the center of each rail will be offset from the standofflag bolt holes by 'i,. of an inch. If multiple high-profile rows are to be installed adjacent to each other, it will not be possible for each row to be centered above the rafters. Adjust as needed following the guidelines in Figure 10 as closely as possible. CV"";l<.JIIY_ i~ Fou ~J:.H.1(.:in!:J-"'" 25~'~ t'y p'cal ~ cnell c",d -- / ' ~', \ - ~~ ~. ! ~=.-t 1-3.'4' ,~J~"--i .....:y i ) t-c----.-.---= ' ~-----..:::;:...,.:./ -l.../ SO~{ r'll'!lrrlUr~l "" /' ~".~~.--L.----~-+---. t lYPlclJl Lewer r:-oof edge ! . "-- R (1' t 0.r \ ----" Figure 9. Low-profile layout 7{' 6'_ __ - ~'l - I.~ /' I I ~'",. / ~i~ ' \ '. I: I :JWP.I rool edue ?.'."!. typirol __ eocl1 end !....J ...r50'~ Tiniml.rr i"'---...-/ /. IYJJILt.:1 ~-t- - . -;- !I I( -__, /. - ".~! -1" ..:)J ,:t- + + !' I I' I II I hot ~~._,-+~- ,puci"Sl Ii , !i I I, I ==/1= = =t==- .Jj. ~ I' I Ii I .. .. / / ..." '''G'~) / -- I___~ 7/10-' ( Ovcrho lrJ "-.'- I " Figure 10. High-profile layout R (1 t. €>f S Installing standoffs Orill3/I6-inch pilot holes through the underlayment into the center of the rafters at each standoff location. Securely fasten each standoff to the rafters with the two 5h6' x 3 '/2" lag bolts provided with it. Note: You must verify that the lag bolts you use are adequate for your installation by following proce- dural steps 4A or 48 (pp. 5, 8). .... 12 Ensure that the standoffs face as shown in Figure 9 or Figure 10. SolarMount standoffs are designed for easiest instal- lation with Oatey@ 1 '14'-1 'h' No--Calk@ flashings. They can be obtained at most plumbing and roofing supply companies. Install and seal flashings and standoffs using standard building practices. Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly UllmRAc. Figure 11. Splice bars slide into thefooring bolt slots of SolarMount rail sections. Figure 12. Foot-to-railspUce attachment The opposite pair of rail endsvvilloverhangthe side of the installation area. Do not trim them off until the installation is complete. In lovv-profile mode (Fig. 13), either end ofthe rails can be aligned, but the first module must be installed at the aligned end. For the safest high-profile installation (Fig. 14), the aligned end of the rails must face the lovver edge of the roof. Securely tighten the flange nuts on the mounting bolts after alignment is complete (2~32 ft Ibs). Mount modules to the rails as soon as possible. Temperature changes may bow the rails within afew hours ifmodule placement is delayed. Aligning the Rail Ends. Align one pair of rail ends to the edge of the instal- lation area (Fig. 13 or Fig. 14). L I I ~ I i~ ~ I--~-~------ I. EU\-it: vI j",lvllL,li<.HI <.;ft:U Figure 13. Low-profile mode Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter vvill cause bolts to bind as they slide in the slots. Installing Splices. If your installation uses SolarMount splice bars, attach the rails together (Fig. 11) before mounting the rails to the foot- ings. Use splice bars only vvith flush installations or those that use lovv-profile tilt legs. If using more than one splice per rail. contact UniRac concerning thennal expansion issues. Mounting R.ails on Footings. Rails may be attached to either of tvvo mounting holes in the footings (Fig. 12). Mount in the lovver hole for a lovv profile, more aesthetically pleasing instal- lation. Mount in the upper hole for a higher profile, vvhich vvill maximize airflovv under the modules. This vvill cool them more and may enhance performance in hotter climates. Slide the Yo-inch mounting bolts into the footing bolt slots. Loosely attach the rails to the footings vvith the flange nuts. Ensure that the rails are oriented to the footings as shovvn in Figure 6, 7, 9, or 10, vvhichever is appropriate. II1I Iii III II I, --c-i ! " III -~IIII lill IIII 'III 1',1' III 1II1 _____~i_ " '-----Eu,,,}O:' vi i",lullulivlI J,t:u c- -- Figure 14. High-profile mode .... 13 UllmRAc. Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly Installing the modules Prewiring Modules. If modules are the Plug and Play type, no prewiring is required, and you can proceed directly to "Installing the First Module" below. If modules have standard J-boxes, each module should be prewired with one end of the intermodule cable for ease of installation. For safety reasons, module prewiring should not be performed on the roof. Leave covers off J-boxes. They will be installed when the modules are installed on the rails. Installing the First Module. In high-profile installations, the safety bolt and flange nut must be fastened to the module bolt slot at the aligned Oower) end of each rail. It will prevent the lower end clamps and clamping bolts from sliding out of the rail slot during installation. If there is a return cable to the invener, connect it to the first module. Close the J-box cover. Secure the first module with T-bolts and end clamps at the aligned end of each rail. Allow half an inch between the rail ends and the end clamps (Fig. 15). Finger tighten flange nuts, center and align the module as needed, and securely tighten the flange nuts (15 ft lbs). Installing the Other Modules. Lay the second module face down (glass to glass) on the first module. Connect intermodule cable to the second module and close the J-box cover. Thrn the second module face up (Fig. 16). With T-bolts, mid clamps, and flange nuts, secure the adjacent sides of the first and second modules. Align the second module and securely tighten the flange nuts (Fig. 17). For a neat installation, fasten cable clamps to rails with self-tapping screws. Repeat the procedure until all modules are installed. Attach the outside edge of the last module to the rail with end clamps. Trim off any excess rail, being careful not to cut into the roof. Allow half an inch between the end clamp and the end of the rail (Fig. 15). Check that all flange nuts on T-bolts are securely fastened. High-lipped module (cross section) Spacer ~'J) . SolarMount rail Figure 18. Mid clamps and end clampsfor lipped-frame modules are identical. A spacer for the end clamp is necessary only if lips are located high on the module frame. '''' 14 1 /2" rninirflunl Mocuie freme L... 1_ J. .~. y. __;~~ ~~U~C,,~~lt (~~ r I "- '----..-1" "-- Roil End clampj' . Figure 15 ~-"'I ~ " /" I, i IJ iL=5h J.bCX05 Figure 16 ~M()dlJle rr(JrrH~\ [Ii: _~I.-_ If.f' module bell I . and f1:Jn~c nut ! I _.-=..!1 (@)...r===--===:==::::-===: -'."Ur J'" Ruil i -,=-Mid Clomp Figure 17 ~edmOd~e (cross section) ..........~;.l1i.~..: I .1;jf",,"!~.:,; SolarMount rail Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly U"illAc. Part ~ Installing SolarMount with bottom mounting clips This section covers SolarMount assembly where the installer has elected to use bottom mounting clips to secure modules to the rails. It de- tails the procedure for flush mount- ing SolarMount to a pitched roof. Contents ~ -""~.. '~:. -.... Planning the installation area ... 16 Laying out and installing L-feet . . 17 Attaching modules to the rails .. 18 Installing module-rail assembly. . 19 ,J\/ 'no(LJ as ;racc U~'...."-i: ::}<)10':/'8'...fl' fui -'-,c.r..,,-, '>.:-11 ~!01 'nolJr)'i('~; c ip Figure 19. SMR and eB components Table 7. Part quantities SMR Series SolarMount Rail Sets (model no. = rail length in inches) Table 8. Wrenches and torque Wrench Recommended size torque (ft.-Ibs) 'it.- 15 'If.- 30 '18 - footing '18- flange Roils L -feet bohs nuts SMR48 thru 106 2 4 4 4 SMR 120 thru 180 2 6 6 6 SMRI92 thru 216 2 8 8 8 J4 - hardware '18- hardware Caution: Stainless steel hardware can seize up. a process called galling. To significantly reduce the likelihood of galling. SAF- T -EZE ami-seize lubricant has been included with your hardware. Apply a very small drop to the threads of all bolts before in- stallation. If more ami-seize is needed. substitute any lubricant. CB Series Clip Sets (model no. = modules accommodated) J4-module J4 - flange Clips bohs nuts CB2 8 8 8 CB3 12 12 12 CM 16 16 16 CBS 20 20 20 CB6 24 24 24 CB7 28 28 28 CBB 32 32 32 ..... 15 UII6RAc. lnstallation Manual 214 - SolarMount Code-Compliant Planning and Assembly Distance between lag bolt centers , - 2' -~ Distance between _ - 2"- module mounting holes '0" '... PV module . 1/4' Clip ~lag boll ~ . T Figure 20. Clip Arrangements A and B ..... 16 Planning the installation area Decide on an arrangement for clips, rails, and L-feet (Fig. 20). Use Arrangement A if the full width of the rails contact the module. Otherwise use Arrangement B. Caution: If you choose Arrangement B, either (1) use tire upper mounting holes of the L-feet or (2) be certain that the L-feet and clip positions don't conflict. If rails must be parallel to the rafters, it is unlikely that they can be spaced to match rafters. In that case, add structural supports----either sleepers over the roof or mounting blocks beneath it. These additional members must meet code; if in doubt, consult a pro- fessional engineer. Never secure the footings to the roof decking alone. Such an arrangement will not meet code and leaves the installation and the roof itself vulnerable to severe damage from wind. Secure the footings in accordance with "Installing L-feet" (p. 11). Leave enough room to safely move around the array during installation. The width of a rail-module as- semblyequals the length of one module. Note that L-feet may extend beyond the width of the assembly by as much as 2 inches on each side. The length of the assembly equals the total width of the modules. Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly UMBRAe' Laying out and installing L-feet L-feet are used for installation through existing low proffie roofing material, such as asphalt shingles or sheet metal. They are also used for most ground mount installations. To ensure that the L-feet will be easily accessible during flush installation: . Use the PV module mounting holes nearest the ends of the modules. . Situate the rails so that foot- ing bolt slots face outward. Use Figure 20 to determine spacing between feet on opposite rails. Foot spacing (along the same rail) and rail overhang depend on design wind loads. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Install half the L-feet: . If rails are perpendicular to rafters (Fig. 21), install the feet closest to the lower edge ofthe roof. . If rails are parallel to rafters (Fig 22), install the feet for one of the rails, but not both. For the L-feet being installed now, drill pilot holes through the roof into the center of the rafter at each lag bolt hole location. Consult Table 4 (p. 8) to select lag bolts to meet design wind loads. Squirt sealant into the hole and onto the shafts of the lag bolts. Seal the underside of the L-feet with a weath- erproof sealant. Securely fasten the L-feet to the roof with the lag bolts. Ensure that the L-feet face as shown in Figure 21 or Figure 22. Hold the rest of the L-feet and fasten- ers aside until the panels are com- plete and ready for installation. ROII~ R(] fI P.I S r[,"~:'~':'e' ..... I I =- I I I I II II II I I I I II I I I I II I I II I I 1 :: ~-------- [1 ______u . J________ IJ ~ Lower 1 roof "","n ""w . edge [:,", an a'e, r --------~-------- Figure 21. Rails laid out perpendkular to the rafters. Rafters Mour. ling block Install L-'eet now Imlall L-feet laler Rails ~ " t ,r ,r j.,' Mounting :J blOCK [ Figure 22. Rails laid out parallel to the rafters. .... 17 UMmRA.C. Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly Attaching modules to the rails Lay the modules for a given panel face down on a surface that will not damage the module glass. Align the edges of the modules and snug them together (Fig. 19, p. 15). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient the footing bolt slot outward. Place a clip slot adjacent to the mounting holes, following the arrangement you selected earlier (Fig. 203 or 20b, p. 16). Assemble the clips, mounting bolts, and flange nuts. Torque the flange nuts to 15 foot- pounds. Wire the modules as needed. For safety reasons, module wiring should not be performed on a roof. For a neat installation, fasten cable clamps to rails with self-tapping screws. .... 18 Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly IUIIgRA.C. Installing the module-rail assembly Bring the module-rail assembly to the installation site. Keep rail slots free of debris that might cause bolts to bind in the slots. Consider the weight of a fully assembled panel. UniRac recom- mends safety lines whenever lifting one to a roof. Align the panel with the previously installed L-feet. Slide :Ye- inch L-foot mounting bolts onto the rail and align them with the L-feet mounting holes. Attach the panel to the L-feet and finger tighten the flange nuts. Rails may be attached to either of two mounting holes in the footings (Fig. 23). FoOli'"lg boll ~I()I . Mount in the lower hole for a low, more aesthetically pleasing installation. . Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. Adjust the position of the panel as needed to fit the instal- lation area. Slide the remaining L-feet bolts onto the other rail, attach L-feet, and finger tighten with flange nuts. Align L-feet with mounting holes previously drilled into roof. Install lag bolts into remaining L-feet as described in "Laying out and installing L-feet" above. Torque all footing flange nuts to 30 foot-pounds. Verify that all lag bolts are securely fastened. , ~ ~~t~I'tiro .~. Flange '-. filii ~It& Figure 23. Leg-to-rail attachment ..... 19 UlliRAc. Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly 10 year limited Product Warranty, 5 year limited Finish Warranty UniRac, Inc.. warrants to the original purchaser ("Purchaser") of product(s) that it manufactures ("Product") at the original installation site that the Product shaD be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling. or cracking or chalking under normal atmospheric conditions for a period of five (5) years. from the earlier of I) the date the installation of the Product is completed. or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). The finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are exduded. The finish Warranty is VOID if the practices specified by AAMA 609 & 610-02 - "Cleaning and Maintenance for Architecturally finished Aluminum" (www.aamanet.org) are not followed by Purchaser. This Warranty does not cover damage to the Product that occurs during its shipment. storage. or installation. This Warranty shall be VOID if installation of the Product is not performed in accordance with UniRac's written installation instructions. or if the Product hu been modified. repaired. or reworked in a manner not previously authorized by UniRac IN WRITING. or if the Product is installed in an environment for which it was not designed. UniRac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specified Warranty periods the Product shall be reasonably proven to be defective. then U niRac shall repair or replace the defective Product, or any part thereof. in UniRac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of UniRac's liability with respect to this limited Warranty. Under no circumstances shall UniRac be liable for special. indirect or consequential damages arising out of or related to use by Purchaser of the Product. Manufacturers of related items. such as PV modules and flashings. may provide written warranties of their own. UniRac's limited Warranty covers only its Product, and not any related items. UII~RAc.) THE:: : .;; S TAN 0 A R 0 IN P V MOD U L ERA C K S .... UniKac. Inc. www.unirac.com 20 3201 University Boulevard SE, Suite 110 Albuquerque NM 87106-5635 USA 505.242.6411 505.242.6412 Fax '(I ......r.;~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION :m EAST STH STREET. PORT ANGELES. WA 9R~()2 05-00000254 Date 838388 4407 FAIRMOUNT AVE 06-30-08-5-8-2020-0000- ELECTRICAL ONLY 5/11/05 fip~~~~dLlon Numner Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use property zoning . . . Application valuation COMMUNITY SHOPPING DISTR o Owner Contractor ------------------------ ------------------------ METZLER CHARLOTTE L 4407 FAIRMONT AVE PORT ANGELES WA 983639514 OWNER ------------------------------------------------------------------- ENERGY CORP. plan Check Fee Valuation ~ --t:..' ("" ,,~ Permi t . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL POWER TRIP 47068 POWER TRIP 78.70 4/11/05 11/06/05 NEW COMMERICAL .00 o ~ Qty 1. 00 Unit Charge Per 78.7000 ECH EL-COM 0-100 NEW SRV FEEDER Extension 78.70 1-, :i' ~ ?\ ~ I:::. .. " < ,,-. \ --------- ------------------ ----------------------------------------- Fee summary Charged Paid Credi -ted Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 78.70 78.70 .00 .00 Plan Check Total .00 .00 .00 _00 Grand Total 78.70 78.70 .00 .00 ~ \' COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPEglON RECORD CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UN/1A WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE I ACCItPTED COMMENTS I YES I NO n IT{,J.I IU Illlyl-4_IN I CUVbK SERVICE , I S"I/t /....~I ~L.J1 , GENERAL COMMENTS: PW-lI02.1' [41961 ~Ok~ ~ .. l'O~~~ ,. '"--~ ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00001040 Date 10/24/03 4407 FAIRMOUNT AVE 06-30-08-5-8-2020-0000- RE-ROOF 7000 Owner Contractor METZLER CHARLOTTE L 4407 FAIRMONT AVE PORT ANGELES WA 983639514 LINDQUIST CONSTRUCTION 1509 W. 8TH STREET PORT ANGELES PORT ANGELES WA 98363 (360) 452-4820 Permit Additional desc Permit Fee Issue Date Expiration Date BUILDING PERMIT - NO PR FEE TORCHDOWN/METAL ROOF REPAIRS 162.75 Plan Check 10/24/03 Valuation 4/22/04 Fee .00 7000 -C -C () ..J Qty Unit Charge Per Extension 92.75 70.00 BASE FEE 5.00 14.0000 THOU BL-2001-25K (14 PER K) Other Fees STATE SURCHARGE 4.50 Fee swnmary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 162.75 162.75 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 167.25 167.25 .00 .00 T1 ? 41! r ~ ~ <( ~ )::s <: ~ Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements This permit becomes null and void if work or construction authOrized is not commenced Within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined thiS application and know the same to be true and correct. All proVIsions of laws and or ances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume) e authority to violate or ca el the provIsions of any state or local law regulating construction or the performance of construotlo . (2)~-o~ Date Signature of Owner (If owner IS bUilder) Date T IPLANNINGIFORMSIl102 15 [4/2002] BUILDING PERMIT INSPECTION RECORD " . y CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCA nON. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE I ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN I I PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I FRAMING JOISTS / GIRDERS SHEAR WALL WALLS / ROOF / CEILING DRYWALL T-BAR INSULATION SLAB WALL / FLOOR / CEILING MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DlVlslOn) SEPARATE PERMIT #'s WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA PARKING/LIGHTING ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 4 I 7-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R W / PW/ CONSTRUCTION - R W ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 '2-~/'7-0~ -1U- BUILDING T \PLANNING\FORMS\1102 15 [412002] l' BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY Date Rec It) - 25-0.3 PermIt # J D t/ () Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call (360) 417-4815 Date Approved Date Issued Applicant or Agent: Owner: c/,~~~ .l.. 4.:fz~J. Address: ~ tI 0 '7 ~/i-.wJ /}/U -f ~ CIty: . (A../d- Phone: ~.f/- "7"E~V Phone: /;If 7- t!) /6 0 /J-.,' ~ Zip: 9'~~ 6 ~ Architect/Engmeer: Phone: Contractor...?~ j peL/oil ~ .fJu. State License #: Exp: Phone: 9'.>,:J- 'Tt?~ Address: /s-:.r;? ~~ f tf' .!:! CIty: #. .J. 4~ Zip: ,9' J>.J ~ .f PROJECT ADDRESS: <L'f 07 h/~ ~ -f ~ ;:? //. ZONING: LEGAL DESCRIPTION: Lot: .,A?- q - /D ' Block: .;z 0 SubdIVIsion: ~.H....~h_,.~ ,.tZ j. Atv A,. .~ PI, " CLALLAM COUNTY PARCEL NUMBER: tJtf. .J fI()~ .~P.:J...~ ...l 0 Credit Card Holder Name: Billing Address: Credit CardType VISA TYPE OF WORK: o Residential 0 New Constr, 0 Re-roof o ~ltI-family 0 Addition 0 Move ~ommerclal 0 Remodel 0 DemolItion ~epalr 0 Sign BRIEF DESCRIPTION OF THE PROJECT: ~ ~ ~"f... I~;Z ~ ~/~ COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load: City: MC # Exp. Date: o Stove o Garage o Deck o Other SIZENALUATION: SF. @ $ /SF. = $ SF, @ $ /SF. = $ SF. @ $ /SF. = $ TOTAL VALUATION $ 7 tH't) . Construction Type: = TOTAL Sq.Ft. % No. of Stories: Lot Size: EXisting Sq. Ft. & Proposed Sq. Ft. Existing lot coverage _ % & Proposed lot coverage _% = Total lot coverage APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESAlWetland(s). 0 Yes 0 No SEPA ChecklIst requIred? 0 Yes 0 No Other: BUILDING PERMIT APPLICATION SUBMITTAL: The BUildIng Division can provide you with mformatIon on the applicatIon and plan subnuttal requirements if you have questions. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reViewed and may be reVised by the BUlldmg DIVISIOn to comply With current fee schedules. Contact the PermIt Coordinator at 417 -4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the tIme the budding permit application and construction plans are submitted, All other permit fees are due at the tune of permIt issuance. EXPIRATION OF PLAN REVIEW: Ifno permit IS Issued W1thm 180 days of the date of applicatIon, the application will expire. The Buildmg Official can extend the time for actIon by the applicant up to 180 days upon written request by the applicant (see Section 107 4 of the Uniform Building Code, current edition). No applicatIon can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct I am authorized to apply for this permit and understand that it is my responsibility to determme what permits are required, not the C' y's, and t I m obtain such permits prior to work " ~ T.\FORMS\APPS\BUlldmgpermlt wpd Applicant' Date: /t!' ".2~- r/"f PREPARED 12/17/03, 12 53-58 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL _ _ APPL NUMBER- 4407 FAIRMOUNT AVE LINDQUIST CONSTRUCTION METZLER CHARLOTTE L 06-30-08-5-8-2020-0000- 03-00001040 RE-ROOF INSPECTION TICKET INSPECTOR JAMES L LIERLY PERMIT: BNOP 00 BUILDING PERMIT - NO PR FEE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 12/17/03 ~ --------------------~----------- BL99 01 "', BUILDING FINAL SUBDIV: PHONE PHONE _ (360) 452-4820 PAGE DATE 2 12/17/03 COMMENTS AND NOTES -------------------------------------- /37~ FEE REc.:EIPT UMBER CITY OF PORT ANGELES . DEPARTMENT OF LIGHT APPLICATION AND ELECTRICAL PERMIT A /09/ , PERMIT NUMBER . .. fr...dY1 . /~,OO TOTAL FEE. CONT. Lie. NO. TIMETQ COMPLETE NO. STORIES LEGAL OCCUPANCY . . . ELECTRICAL PERMIT ONLY NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT ~ ~('/d~ RESPONSIBILITY OF APPLICANT PERMITS WITH WRONG ADDRESSE e .0,....: Installation By Installers Address Owner Owner's Address ~ - 2.27<7' Wiring Method -i//lJ G . . NUMBER AMP 120V 240V NUMBER AMP 120V 240V USE OF CIRCUIT 'PER 100R FEE USE OF CIRCUIT PEA 100R FEE CIRCUITS CIA 10 30 CIRCUITS CIA 10 30 LIGHT SIGN LIGHT /' '71') r 50 VOLTS OR LESS CONVENIENCE MOTOR CONVENIENCE .. MOTOR APPLIANCE MOTOR OISHWAS.HER FIAE ALAAMS DISPOSAL BUAGLAA ALAAM RANGE MISC. , OVEN WATER HEATER LAUNDRY DRYER . REINSTALLATION LlGHT FIXTURE #' . - FURNACE SUB TOTAL FEE / GAS. OIL FURNACE ENERGY FEE / ELECTRIC BASIC FEE ElECTRIC HEAT . TOTAL FEE ELECTRIC HEAT SIZE OF SERVICE SWITCH OR CIRCUIT BREAKER A.C. UNIT AMP PHASE FEEDER SIZE OF SERVICE ENTRANCE CONDUCTORS SERVICE . A.W.G. , I SUB-TOTAL - SIZE OF GROUND SIZE OF ENTRANCE SWITCH I certify that the work to be perfor~ed under this permit will be done by the Installer and In CO~fO~Wlth_the N.E~de. Date Appllcalion made .#.e/) /6 ,19 f37 By {i4 ~ g CJ CONTRACTOR OR OWNER (OR AUTHORIZED AGENT) . Permission i~ hereby given to do the above described work, according to the conditions hereon arid according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Port Angeles. By ~ 20FCITYLIGHT PLANS APPR VED ~ .dp . Date P~s;i &'/ WARNING I Notify Department of City Ught by Street Address and Permit Number when ready for inspection. Work must not be covered or current tu~ne:d on before inspection and O.K. for covering or service has been given by Inspector in Writing on Permit Placard. A.' Permits Phone: 457.0411 Ext. 158. PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK - SEE OVER - WHITE. Original CANARY. Duplicate PINK. Triplicate WHITE CARD. Inspector's Report _ _ ~ _OLY~Pl'IN'!..ERS~C: \. REPORT OF INSPECTOR \ OATEOFVISIT MADE BY REMARKS . , . - . I. /, -7tI /,1///1/11 O.K. FOR COVERING -'/ I .. RVICE -. . ,..f1 I . z Cl II: < :E !!! J: I- Z W l- . l- e z e c . cny OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT N? 17199 :3 -.:;/ J.7") Port Angeles. Washlngtonmmn,.nm.m._.._n..mn.m...m..........mm.. 19000'0001:- In accordance with the City Ordinance to regulate the Installation. extension. or repair of elec- trical equipment in. on. or about any building or other structure In the City of Port Angeles, per- :~:::: i~.:~1~~~n~~.IO::cupancY....~~,~.~~..... ~::~~.~~~=.::t2gq:::~-:;;,;y:::::::nn~~:~~~;::::~:::::::::...::.~::::::::::=::::::::::::::::=::::::::::=::::::::: ),Ight outlets........./.2~:....".....cz.. Service, volts ../-?:..}C'..;'2:..'T..(! Type of Wiring: Heceptacle Outlets....../.:2__________....... No. wires'........~......__........___............ Armored Cable .............___......m..._ "'- Size wires.....":'"..,..___m...____..........._.. . Bryer, KW................___...___.n_.......__.... Range, KW.".h__"""__' 'Water Heater: " Main fuse ....................__................. KW.n..........h..............n.... TypeE:;1~1:~:~;..)b7))+............. Entrance Cable ~______..___..___........... (:,:~:~;;;-:;~;;;;.=. . "f. 3":f!!/~'/~'~ 'L..hw..!ill........................ , ., Rigid Conduit .h.._________ ............__.. ~ Metallic Tubing ....................___.... Current transtormers: No. & Size.................__.................... Ser. No.............................................. Ser. No.......................__................__... Ser. No. ............................................. Non.Metallic ....n......_....__.............. Knob & Tube.................................. RIgid Conduit .........................._.. Metallic 'TubIng ......................._.. Raceway .........."2..,.....-.....---.- ." CIrcuits, Ligbt.....V.....................-n Utility............................................. Heal ..,/..(2............................_ Range ..............n............................. ;:) Water Heater ...........__.................... Motor ..._..__.................................... Dryer ...........'2.-.............................__ Furnace ..........................R._................. Total Load.............______.___.m.. Ser. No.__..............._..............______.___.. Total .___.Z...?::..___._____......... Hemarks: nnn....~:b-:-.~nm...n~~nnnm.mn....nn.n.mmmmmmm.n..n.....m.....n ...... ...""l .mnn..nm..m....m;~~4?nn.:.:.::~~..:~~.~..n.n.n...mmm....m.....n.mm.000...............000.......... ..nmm...;.'.hn..mm.m.m....nm...nmmn...mm...n;7mmnm......m....m....n..........m.m...mn.......mmm....n..mm.....m... ;~~~~;Qmmnm..... ::~.~.~:n:~.~.~~~.~........ By ~~.z::&:~~~:r.d~:-~~.~ NOTICE-Current must nDt be turned on until Certificate ot Inspection has been issued. It work is to be eon. cealed due notice must be given the Inspector so that work may'be,lnspected betore concealment. NOTIFY THE' INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION (/ ELECTRICAl! ~PERMIT N? 17199 Address..................._._......................._...................................................___.__....-................_._........Date...__....._.._.._.._.........._......_......_......._ Owner .........n.........n._.__........_......_.._......_......____.......n...........n_..............h._..n.............. .'.tenant..................n_nn.......nn...................._.h._..... WlrlngContractor...................................___...._.............................................................................By._..................._......................................._ NOTICE-Current must nDt be turned on untU CertIficate or Inspection has been issued. It work ls to be COD- cealed due notice must be given the Inspector so tbat work may be inspected before concealment. 1M Olympic Printers, Inc. , , 2005/APR/Ol/FRI 09:07 AM CITY OF PA BLDG DEPT FAX No. 360 417 4711 _~ .- I P. 003 I #09 , ,. ,............... .- . . . I.. --.---.- i I I , ! I ....-----.... . . .. ."'=iIl . oOwnet""ilE ELECnUCAL WORKPERMrr APPLICATION _ _.._....u...._.._....__._...._ . :0 Request Inspection. . ~.otriea.l Contrador D Annual PerDllt D Alarm D Csndool )iU:o...m....w D ResidentIAl D Resld_ Mala!. D Sign. 0 Therm05tot D lOI0r0m. lnsta1lztion description . t:t ~, )) ~ 116'\) f? V .. ..----., -; E; -g' v::.rm-- .--------- .------ . ~ f(\ oviA '\l3'\::) C) E F A:1\ M_:flE\:) 6c..t\E ,'" ITI'I C- 56G .NiZG.- bgD 4- ,OS:" . job' wlH4by .)Uledi:ie8l ContrJletol- 0 oWner J6~~"-'T(l..~ G~E~~ "fu~~:;%~;);I- Purchatet~ mailing adcln:ss :?-s4~ ~f)mAS S, City......:-- State ZIP '.ec:I~vj\'\':,EV'\t) C0A' q<f:2:,b<t, Telephone number, -' FAX mDDbOt ..,..6 Q .(~ !=> . . ~?OO'D . c;>/,O :::,~,'- .=:. D... = 0 ::><b . Pren...,.' OWDerls aame . (<IlA,2.ll,)-m::' /'I\.EUJ...5lL1 \f\C-- A.dd11!Slli.Or.~d::ioD . 4L/o 7 FA \ (LtY\C5t'r'IT' A-V f' "E.l-C~ wf\ ? .Sf'JiA-K. <;1571'n7 o Cash 0 Cheek# .2I'c:redit Card ~ Mastereard' Discover Card#.' ~ 1 I h."eby that I am the 0""",, of the above ll3IIl'd property or . !iceIIsed c/ec1rical ..._ (or the finn', aulI1mizod ag<<>t) and lUll msldng dle electrical insllllaliou ox _on;" complilmce with the e1ectriJ:alIaw, Chap'" 19.18 RCW. ExpirationD/@ ofcard 7tO x -- . ....n__ ..__ u. -- WALLS Im;ulatiou OJaiy Dm """"Ily Cover "'" ._By / u~, 1'BERMOS'IAT D,' -By ( DITCH Dol. '" SERVICE .... .........'" tID\Ul!l<. D.. .........Ily u.m_~ ... u ,- CElUNG Insulation Only Do. .........'" = - _By Eleetrleal Load Additionfl and or GubtradJons MNO LOAD CHANGES D Baseboord ....:... KW a Fur'f\aCQ KW a HiPal Pump Ton tAR D Fan.WaD _ KW Service Information v_ge~ L/ D Phase ~ 1;13 SeNioO SIza: _ F99d9r Size: D Overtloa<l S9Mce o TQmp Service . D UndelJl'Ound ServIce . tDlipectiOrl AIeo, IhUlcling or Bquipml:llt lnGpoctsd. AotionTaken Electrical Date hJ1pe""" - ~-~ ~ I Lj, t Me h F3C' ?- m ~ u,..o 5//(J /,/ nN~ , t ~ /1c;C/ \.. , I , . .-. , .. 9/;0~,