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3713 Mt Angeles Rd - Building
PREPARED 6/12/08 10 22 18 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 3713 MT ANGELES RD SUBDIV TENANT NBR JOE CORN CONTRACTOR J GRICE CONSTRUCTION LLC PHONE (360) 457 1708 OWNER JOE B CORN PHONE PARCEL 06 30 14 3 1 9110 0000 APPL NUMBER 08 00000369 RETAINING WALL PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 6/02/08 JLL BLDG FOUNDATION FOOTING 6/02/08 AP June 2 2008 8 49 45 AM 1pangrle DARIN 460 6325 FOOTING June 2 2008 4 54 50 PM jlierlp BL99 01 6/12/08 JLL BLDG 1 v June 11 20 SD 34 PM 1pangrle DARIN 460 6325 'RETAINING WALL (FINAL COMMENTS AND NOTES -\e N\ PAGE 7 DATE 6/12/08 o F0 1k if `v '1 8 IC K0 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 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application desc 233 FT LONG 6 X 6 HIGH RETAINING WALL 08 00000369 533822 3713 MT ANGELES RD 06 30 14 3 1 9110 0000 JOE CORN RETAINING WALL RESIDENTAL SF 9000 RS9 RESDNTL SINGLE FAMILY 25000 Contractor JOE B CORN J GRICE CONSTRUCTION LLC 3713 S MT ANGELES RD 223 MARSDEN RD PORT ANGELES WA 983626605 PORT ANGELES (360) 457 1708 Structure Information 000 000 6 X 6 RETAINING WALL Permit BUILDING PERMIT RESIDENTIAL Additional desc 233 FT 6 X 6 RETAINING WALL Permit pin number 123604 Permit Fee 417 75 Issue Date 4/15/08 Valuation Expiration Date 10/12/08 Plan Check Fee Qty Unit Charge Per BASE FEE 23 00 14 0000 THOU BL -2001 25K (14 PER K) Special Notes and Comments The Fire Department has reviewed the project application and has no comments April 3 2008 3 32 10 PM sroberds The proposal will result in a 6 high retaining wall in the RS 9 zone in association with residential activity The wall may not exceed 6 in the proposed location on the property line Home owner is responsible for any landscape restoration if water main is in need of repairs per letter to City dated 3 20 2008 Fee summary Permit Fee Total Plan Check Total Grand Total T Forms /Building Division/Building Permit (10 /01 /07).wpd Charged Paid Credited 417 75 417 75 00 167 10 167 10 00 584 85 584 85 00 Date 4/15/08 WA 98362 Due Extension 95 75 322 00 00 00 00 167 10 25000 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 has 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. 6i¢,o r tr e),- Date Print Name Signature of Contractor or Authori /ed Agent Signature of Owner (if owner is builder) 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 1 ACCEPTED COMMENTS 1 YES 1 NO FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH-1N WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING 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 N's SEPA. PARKING /LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL ELECTRICAL LIGHT DEPT 417 -4735 CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 1 FIRE 417 -4653 1 PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T Forms /Building Division /Building Permit (10 /0I /07).wpd BUILDING PERMIT INSPECTION RECORD 1 1 1 1 1 1 1 „1 ?.-t I ;TGL-1 ern )all G -t2.-os 3 u_ FINAL 3 P 1 1 FINAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W I'W ENGINEERING FIRE DEPT PLANNING DEPT BUILDING DATE ACCEPTED BY. DATE ACCEPTED BY. DATE ACCEPTED YES 1 NO r 1 G:x\e_ gage BUILDING PERMIT APPLICATION Print in ink r n!,� r.o v CITY OF PORT ANGELES TeX �w GOP, u Attn Building Permit Technician C 6k0'b 321 E Fifth St. Port Angeles WA 98362 S (360) 417 -4815 fax (360) 417 -4711 Cp .3 Applicant or Agent U e;�-e J aK �i K t j Pho Property Owner Corn /V --ea- h -e,s ei"' Phone Property Owner's Address 3 y/ 3 y (Le Contractor /Engineer -e mod" Phone 44, Contractor /Engineer's Address 2z License c_ 93 y Ntc PROJECT ADDRESS j7(, fir- rft-,,,qe(`'ef Parcel Number 66 0 /4 (9 t O Project Type Brief Description Check all that apply New Construction Addition Remodel Repair Re -roof Demolition Heat System g Other T Forms /Building Division /Bldg Permit Appl. 2006 Code doc Expires 7_ 3 9 Lot Zoning Residential Commercial Multi- family Industrial e1 v,,dc Wet [r !O /eve e p c 4 3 �z`, Io if V In h (F 4rs -41t, G n Heat pump wood burning stove gas fireplace pellet stove other Floor Areas Existing (sq. ft.) Proposed (sq. ft.) Basement per sq ft. 1 Floor 2 Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other Total footprint of structures sq ft. Lot size Max. height of proposed structures ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? Construction type TOTAL VALUATION Z��gpo sq ft. Lot coverage I have read and completed this application and know it 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, and to obtain permits prior to working on projects. Date OQ Print Name 6 (4 F/ /th a"el Signature For City Use Only te Received rmit (Y (09 te Approved /5 70 31ag of bedrooms of full baths of half baths i i D Bent Cedars Wy 7..317 50 011 1207 4 9011 -r South property tine curb w /6' cedar fence on top 4x4 posts, 2x4 top bottom rail 1x4x6' verticals, 1/2" spaces o RLE CITY OF PORT ANGELES Construction Piano The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said ply specifications and other data, or from preventing building operations being carried on thereunder when in violation of all codes and ordinances of this jurisdiction. Approval Date or to In By v` (tt dirk_ F,ICfi 3' Dion curb e.) ZOO ert Driveway 140' .arage House Driveway 1 I f (3) 8 "x12 steps 6" reeta:r,ng watt east 1 Curb w /Fence 1'x1' curb wa 6" Burried w /Fence k Z) ik CON .I l 6" retaining wall drain burried to roadside ditch 4" crawl space drain connected to wall drain Parcel No 063014 319 0 841 Acres 6 thick by 6' high Retaining Wall PUD Water Easement convert to City pedal all section removable for water line rant Oe 6' h aining watt tapered -to 6" in 30 feet ‘‘Jru 1 Revisions' k Water tine 11 -07 EXPIRES. 3/17/204188'; CO oco N I co CV co (mu 0 Q) (1) ktra 0 w o CO In m Ul Q o) c o a L.) (1) to o co o_ 4) o, 4) i U Scaler 1 =30' Job' 05018SP Date' Feb 2008 Sheet of 4j Corner in Watt 6' 170± 12' 20' utility Easement C' 6' 8' Water line CB44 HDG 8' o.c. 10' w 1' styrofoam wall footing break made to allow removal of' section for water tine maintenance 2' holes in wall 1 ft. from top and sides of sections to allow lifting. 10' 12' Expansion ?constriction Joint a 20' o.c. Maximum as Wall 10' Soul n Wall Soil Backfilt c 15' 16 10' 10' Soil and Drain Rock backfltl tine Corner in Wall 6' Existing Soil Elevation 3/4' weep holes a 6' o.c. 2' to 6' above footing Existing Soil Elevation 2 EXPIRES. 3/17/20 of 4 ll! /►2 et l� 'a. /0 Revisions: co o co (U ID 1 (7) CU aN W d �U t0Q 119 (U \D CO V1 CA Q) co' o o Q Q) In '-i L co O o, c F- U Scale: 1 =8' Job' 05018Wa11 Date' Feb ,2008 Sheet Looking West Wall Beside Steps and ramp Soil at top of Ramp Wall and Steps Southwest corner of House 6' Perforated Drain Pipe Daylight at north end of wall In roadside ditch Backfill to level yard 6' 2' South West Watt New steps House Wall existing 4' Looking South Free Draining Backf Ili 1' Weep Holes 6' o.c, Original Ground 1' CB44 HDG 8' ac, .D Fence footing Curb 1 EXPIRES. 3/17/2O¢8'J Revisions' CU CO CO ifl O CU C �3 O Q U (L I C Q d O Q is Or C 1- U Scale' 1 =4' Job' 05018Det Date' Sept,2007 Sheet 3 of' 4/ Retaining Wall a 4-0' b 3' -6" c #4 @20' o.c. d #4 @20" o.c. e (3)#4 's f 2' g 24 h 8' 1 3' k 6' j requires bent bars or as shtwn in design. 1 Diam. drain 6' o.c. Drain Rock Transverse Reinforcement 'C' Longitudinal Reinforcement #4 16' Foundation drain 2x4 shear key in cnstr joint Required when bars are bent J' Bent Bars 'j' I EXPIRES. 3/17/2098'1 n Qv rue: Concrete Foundation Retaining Wall O o client Sandison Corn e. A -4 g 3713 Mt. Angeles Rd. Port Angeles, WA 98362 Top of backfill Reinforcement Clearance Distance from Face to reinforcement 'i" Vertical Reinforcement 'C" Horizontal Reinforcment 'd" N i` k g Footing Back f +g +k Footing e ii f k f Wall Front Wall Section Gene Unger Engineering, INC. 1401 W 7th (360)452 -2098 Port Angeles, WA. 98363 Note Concrete to be 2500 psi (6sack may be required). Reber to be grade 40 or 60 Application Number Pin number Property Address ASSESSOR PARCEL NUMBER Application description Subdivision Name Property Use Property Zoning Application valuation Owner CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 03 00001011 5468 3713 S MT ANGELES RD 06 30 14 3 1 9110 0000 RES NEW SFR RESIDENTAL SF 9000 RS9 RESDNTL SINGLE FAMILY 170586 Contractor CHILDERS /BUKOVNIK 13 VALHALLAS WA 983626605 PORT ANGELES (360) 457 6547 Structure Information 2402SF SFR W /ATTACHED 993SF GARAGE Construction Type TYPE V NON RATED Occupancy Type SINGLE FAM CONGREGATES Other struct info TOTAL LOT COVERAGE CONSTRUCTION TYPE CORN JOE B 1317 E 7TH ST PORT ANGELES Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date Qty Unit Charge Per Extension 1 00 42 2000 EL -LOW VOLT SYS =2500 SQFT 42 20 1 00 11 4000 EL -LOW VOLT SYS >2500 SQFT 11 40 Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be in contrast in color of there background The home is being located in an area with deficient fireflow The home will be required to be equipped with a residential fire sprinkler system meeting the requirements of NFPA 13D Other Fees Fee summary T•\PLANNING\FORMS \1102.15 [11/14/2003] NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS ELECTRICAL NEW RESIDENTIAL LOW VOLTAGE SEC AUDIO HI TECH ELECTRONICS 53 60 Plan Check Fee 10/07/04 Valuation 4/06/05 SEWER SYSTEM DELV CHARGE STATE SURCHARGE Date 10/07/04 10 20 V N 1 00 1 00 36633 96 3769 00 3769 00 1 00 Charged Paid Credited Due WA 98362 745 00 4 50 Permit Fee Total 53 60 53 60 00 00 Plan Check Total 00 00 00 00 Other Fee Total 749 50 749 50 00 00 Grand Total 803 10 803 10 00 00 00 0 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. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date A V BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. 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 1 NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT n f g ROUGH -IN I/ i c( I f PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR 'SEAL WALLS CEILING 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 GAS LINE WOOD STOVE PELLET CHIMNEY HOOD DUCTS PW UTILITIES SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE METER SEWER CONNECTION SANITARY STORM X p i 1Z D PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING/LIGHTING ESA. p V LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION RW PW/ CONSTRUCTION RW ENGINEERING 417 -4807 PW ENGINEERING FIRE 417 -4653 I I I FIRE DEPT PLANNING DEPT 417 -4750 I 1 I 1 PLANNING DEPT BUILDING 417 -4815 1 1 1 BUILDING T \1102.15 11/14/2003] 1 1 I 1 1 I I I FROM HI -TECH ELECTRONICS INSTALLATION WIRED BV' DOWNER Credit Card HolderNeme. Billing: Address;1 Z S EFQ 0 T ST FAX NO. 360 452 8560 Oct. 06 2004 03 14PM P1 r E1,LJ1'I a3— /o(/ ELECTRICAL PERMIT APPLICATION rh. Electrical Permit Application must be filled Pvt cornolot 1, Ple se type or reprint In ink. If you have any gU6st1011s, please call (360) 417 .4725 Fax number (830) 417 -4711 Ovrner or Eiec. Contractor Agent 41 -'C' rre- rT+ -ifh-h L S Property Owner teR, L C or Adams; 31 j C( A _ANVt lei Eicotrical Contractor 141- te.1a �14xT2G►� i G S Address: 72 c asr t J city! Q,c12T (S-Y! eiwz,S T LiCe<ns0 7K'. ECTRIDAL CONTRACTOR LtTI W City' Po I2T A/04E4 S Credit Card Number Exp. Daft; PROJECT ADDRESS: 3 1 ('NT TYPE OF WORD Check gll That apply_ C New 0 Alteration /Addition Resid ential C Multi- family Commercial 0 Mobile Home Sq. Ft Remote Mater 0 Detabhed garage Hot Tub 0 Swim Pool G Septic Pump 34w Voltage Number of Circuits added or altered: DESCRIPTION DE TFIE ELECTRICAL PROJECT Electrical Heat Load Additions and or Subtractions vice InformatiorL C Baseboard KW 0 Furnace KW O ►seat Pump TON LRA 0Fan -Wall T KW 7. 7.2ELECTR(CALPEFtM1TAPPLICATION Owner or Elec. Cont. Signature: 0 Overhead Service o Temp Service 0 Underground Service Phone: 45 2 721 Fax Exe; FOR OFFICIAL, US8 ONLY Pv.we K Orin Approved: Pia Iu cr. 4,c2- 856 CD Phone: LIS -.4 SO8 9.63(• Phone: U C 2 72 Zip: 98 3x.2 W 4 zip, 113 A., VISA. X MC; Telecom. Sign Voltage: Phase: 0 i O 3 Service Size; Feeder SFze; I hereby certify that have read and examined this application and know that same to be Prue and carrecf, and I am authorized to apply for this permit understand it is not the City's legal responsibility to determine what permits are required; it remains the applicants responsibility to de mine what permits are required and to obtain such. Credit Card Holder's Signature: V i �4 Date: I d 0 (oa 4 Date: 1 a /0 (,h)i PERMIT FEE. S3 (,'D 0 Application Number Property Address ASSESSOR PARCEL NUMBER Application description Subdivision Name Property Use Property Zoning Application valuation Owner CORN JOE B 1317 E 7TH ST PORT ANGELES Construction Type Occupancy Type Other struct info Permit Additional desc Sub Contractor Fe Fee I ssue Date ,F Date Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total T_\PLANNING\FORMS \1102.15 [11/14/2003] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 WA 9 Structure Information 03- 00001011 3713 S MT ANGELES RD 06 30 -14 3 1 9110 0000 RES NEW SFR RESIDENTAL SF 9000 RS9 RESDNTL SINGLE FAMILY 170586 Contractor CHILDERS /BUKOVNIK 13 VALHALLAS 83626605 PORT ANGELES (360) 457 6547 2402SF SFR W /ATTACHED 993SF GARAGE TYPE V NON -RATED SINGLE FAM CONGREGATES TOTAL LOT COVERAGE CONSTRUCTION TYPE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS ELECTRICAL ALTER RESIDENTIAL LOW VOLTAGE THERMOSTAT ALL WEATHER, HEATING COOLING 35 30 Plan Check Fee 1/16/04 Valuation 7/14/04 Qty Unit Charge Per 1 00 35 3000 EC EL -LOW VOLTAGE Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be in contrast in color of there background The home is being located in an area with deficient fireflow The home will be required to be equipped with a residential fire sprinkler system meeting the requirements of NFPA 13D Date 1/16/04 WA 98362 10 20 V -N 1 00 1 00 36633 96 3769 00 3769 00 1 00 00 0 Extension 35 30 SEWER SYSTEM DELV CHA RGE 745 00 STATE SURCHARGE 4 50 Charged Paid Credited Due 35 30 35 30 0 0 00 00 00 00 00 749 50 749 50 00 00 784 80 784 80 00 00 Separate are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null acrd 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. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date z RESIDENTIAL ELECTRICAL LIGHT DEPT 417 -4735 CONSTRUCTION RW PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 f•\PLANNING\FORMS \1102.15 [11/14/2003] BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. 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 1 NO FOUNDATION: FOOTINGS 1 1 WALLS 1 I I FOUNDATION DRAINAGE/DOWN SPOUTS 1 1 1 ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT ROUGH -IN 1 1 1 PLUMBING UNDER FLOOR SLAB I I I ROUGH -IN I 1 I WATER LINE (METER TO BLDG) 1 GAS LINE I 1 I BACK FLOW WATER 1 1 I AIR SEAL WALLS 1 1 I CEILING 1 1 1 FRAMING JOISTS GIRDERS 1 I SHEAR WALL/HOLD DOWNS 1 WALLS ROOF CEILING 1 I DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR 1 1 I INSULATION SLAB I I I WALL FLOOR CEILING 1 MECHANICAL HEAT PUMP I GAS LINE I I I WOOD STOVE PELLET CHIMNEY I j HOOD DUCTS 1 PW UTILITIES SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE METER I 1 SEWER CONNECTION I i SANITARY I I STORM I I PLANNING DEPT SEPARATE PERMIT #'s PARKING/LIGHTING LANDSCAPING 1 I I SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO ELECTRICAL LIGHT DEPT CONSTRUCTION RW PW ENGINEERING I FIRE DEPT I PLANNING DEPT 1 BUILDING I I I I I I 1 1 I S ""'....? j CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION :m EAST 5TH STREET. PORT ANGELES. WA 9R~62 Application Number Appl~cat~on pin number Property Address ASSESSOR PARCEL NUMBER' Appl~cation type descript~on Subd~vision Name Property Use Property Zoning Application valuation 04-00000912 Date 978624 3713 S MT ANGELES RD 06-30-14-3-1-9110-0000- ELECTRICAL ONLY 4/26/05 RESIDENTAL SF 9000 RS9 RESDNTL SINGLE FAMILY o Owner Contractor CORN JOE B 1317 E 7TH ST PORT ANGELES WA 983626605 SHAMP ELECTRICAL CONTRACTING PO BOX 383 PORT ANGELES WA 98362 (360) 452-1689 Permit Add~t~onal desc Permit p~n number Sub Contractor Perm~t Fee Issue Date Exp~ration Date ELECTRICAL NEW RESIDENTIAL NEW RES 3600# 35519 SHAMP ELECTRICAL 190 00 10/06/04 10/22/05 CONTRACTING Plan Check Fee Valuation .00 o LJ '-.I - OJ .Cf; 3 -\ Qty 1 00 5 00 Unit Charge Per 73 0000 ECH 23 4000 5C EL-R-SQFT FIRST 1300 EL-R-SQFT ADDITIONAL ~OO Extens~on 73 00 117 00 Fee summary Charged Paid credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 190.00 190 00 00 .00 Plan Check Total 00 .00 00 00 Grand Total 190.00 190 00 .00 .00 t u $ ~ COMMENTS/ACTION NEEDED I I i ' ELECfRlCAL PERMIT INSPEcnO~\ IleECQRD CALL 417~7.13S FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE I IINSPECTION TYPE I I _ t I I DATE , COMMENTS NO I I I I I I I GENERAL CO~MENTS: I I tJ.- /1- () ~ 3z..D oS V(2,.. ~rJ""//v ~ pw.II02.1H4I96J FROM : RLL WERTHER HERT! NG & COOL! NG FRX ND. : 360 452 5177 r:I fORT, tv BUILDING PERMIT. APPLICATION Det. 202003 06:18PM Pi I'V" VI'I'I'-'U"U- vu~ vn.... , DttoRo<../D-2/-Cs Pmni..: 101 I Date ^pplVvod~ DaIo 1Auod: \J \ Applicant or Agent: II Owner: r (0'0\ Phone: Addrcts: rnJ ~\qe(f 5 City: ......lI<ftmft Phone: =:::ii~lJx~v License#:fH\wldI05:WExp; CJ/t!IJL! p~; Z--ff}(? ~; '10)/ NJVt\O ')1 City: ':pCf{J/h"ldl5 . Zip: tfr3(p2-- l!P.Q34a'c.~IlNltfl/.: m-t~Cf?kS 37/~ /L1 A,,!-;Jf"k.5 ZONING: LEG:.u:. DE8CRIPTlON: Lot: I Block: SubdivlS1on: .., ..u Ul COmrrY PAllCEL NlJMIlER: en.dit Card Bolder Name: BIWq~: City: CredIt elii'd 1#: Exp. Date: VISA Me C) ........ ....... MI:OFWORK: e Pet'......,;.1 ;L New Constr. e Multi-family C Addition o (""...,._.Qal C Rcmode1 o Repair eRe-roof c Move e Demolition e Sign SIZElVALUATION: o Woodlltove SF. @ S ISF. - $ C Garage SF.@ S ISF. - $ o Deck SF.@S ISF. ~S to c TOTAL VALUATION Sc;..~'1_c:.(J 0 ; V 1- S0fv-t C1i1..~' BlUI:F J>ESClUPTION OF TIlE PROJECT: CO~~ENTIAL: OccuPll1l<;Y Group: No. of Slwiea: _ Lot Size:. . % Lot Covetug . Existins. '. '. Lot Coverage: . Isq. ft. + Proposed Lot Cov1~e: ; p.~G USE ONLY: ~ rv No_: . , ) . \ ESAlWet\&nd(a): eyes C No SBPA Checldist r . ed'i\,c Yes c No % Isq. ft. m 1UTAL LOT COVERAGE: APPROV..u.s: PLAN BLDG. DPW FIRE Other: OTmR Isq.ft ...t Load: COl1lltIUction Type: : Your ttpp/k:GrJslIlVld siR plIlIl.._ IMj1JJmI tJIlUII.~'" be .~, . to.l!-r reol_. The Buildius Division provide you . IDOn: debUled information OD the application lIDd plan submittal requiremenbi. Your colIlp1eted applieation. aile plaD for .ddi~d .' COllStruction plans are to be submitted to thc BuildiDg Division. V ALVA-TlON OF CONSI'R N: ID~ ca-, a \'lIIlUlUau amoUDt muat be entered by the appliCllDI. Thl.s figure will be tevimved llDd way be revised by the' ivision comply WIth current fee schedules. Contact the Permit Coordinator at417 -4815 for asilil3Dce. PLAN CBECKFJtJt: Your plaD c . is due at the time the building permit application and CODlltructiou plana are submitted. All other pcrm.ilf_ are due ~ thc time of . issuance. EXPIRATION OF PLAN REVIEW: f no permit is issued within 180 daY' of the dale of application. lhill.appUcatlon. will uplre. 'The Building Official Cllll Cl<tend the time for action by the applicant up to 180 day. upon written request by the applicllDt (.e.. Section 107.4 of the Uniform Building Code, =t edition). No application can be extended mo~ !b.an once. I hereby cD1/fy thai I Mve retJd and e:zamineJ Ihls application and know Ihe Sante 10 be true and correcl, and / am aulhorlud 10 apply fOr Ihis p"""I~ I """"",",nil /I Is ,",I Ihe City's legal respollSlblllrx. 10 dete",,'ne what permlls are required: II remolm the opplleanl's responsibility to de"'""ine who.t permits are required and to oblain such. A_~ytJ o.~jD(UJ[1jJJ . T.\J1ORMSVlPPSID.ildio&PO!1lli1 C'~-\ " uG .... .. ELECTRICAL INSPECTION WIRING REPORT 417-4735 DATE -1 - 5 ..0 1!:L...q /~ OC;::~~ACT/ ct ~~1l ADDRES~~~- " . 213~~,_Jttr_ vv----~ APPROVED NOT APPROVED o ................... DITCH .......,.,....,.... 0 o ..."......... ROUGH IN/COVER. . . . . .. . . .. . .. 0 o ,..".".,...."., SERVICE ,.,.,.,........... 0 o .........'....:-:..:).... FINAL .'.. , . ~. , . . . . . . , . , : ' . f CORRECTIONS NEEDED: n6;.~>> (; fY J ~Up~~:~-!:::: ~:~ ~~ ~(li'JZd 8 )tLec r{._. I~ t. 0";" _'" (} v.JLct( Z>tl~ n::cl, !OK !?~4) '~ , '-- NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS, INC. (360) 45.2-1381 {; rc2> ~ ~ 002/0~ ' 10/05/2004 14: 18 FAX .".S7f 3 ELECTRICAL PERMIT APPLICATION f(jk OFl'!!:L-.!. !l.":P. ON~ '! D~lc/Re( .__._ _. . __ . I'trm;l~ ._ _ _____ DIl~ ^P1lre>ved l1JL"b;uCll___ ThE! EIGc:trlcal Permit AppllcalJon must be fllll:!d out completelv. Please type or reprint in ink. If you have any questions. please call (360) 417-4735 Fax number: (360) 417~111 Own.cocElecCont<octorAgenl:8tl'lmt-' rLfC1f</U\L('~l\!rf.40)N(, ;,UL...f'none 4':>"2 /L-,~0 PropanY,Q~er,: C,p ~N.,\1:..0'E A"dre5S~3113 5~~ ' An Td~ <; D... .....1 City: 1'WK.TA~~ . jHMr'iPt.,C02)o~ LIcense if E.xp: Fax: 3.:~nl.r:.. f'hOne:-.l.-"M'1 Z;p C10'(" '- [I(!drical (;onlractor;Y'!d~ (.lr.,.'-'~-rl{ Al J'I'.'t.Xrf.qf "''''Jt. 11-..\('. . 'l~).(''''\ .._Phone: tL'.:.L I~Il_ Zip: Ci3::' L,'i."_ Addrcss:~i:.:_>x.~&: .:~ City: -PC)~-T /~.t\., t-r:U ~') (Ai; . INSTALLATION wiRED BY: I ,OWNER ~LECTRICAL CONTRACTOR Credit Card Holcler Name: !\1;1 iZ k ,V',. :) WelYijf BiliingAddress: C11L1 VI) i~"il ,)+y/d' Credit Card Numberd ' City: ]J,::Lr P"'C'GlGS 1.\;4. Exp. Date: - ; ,.~..~ ", Zip: .. '):;v :: VISA: X Me: P~OJ"CT"'ODRESS: "31/3'5 ~~G\AYI+ ~,"(I.P \ TYPE OF WOBjj:,; Check all that apply: v6New ~ z,.,J ~Residential 1.:1 Multi-family rJ Commercial o Mobile Home Sq. Ft ~co (3 ~ I o Alteration/Addition U Remote Meter 0 Detached garage 0 Hot Tub 0 Swim Pool 0 Septic Pump Number of Circuits added or altered: o Low Voltage [l Telecom, LJ Sigr--C: ....... ~ DEsCRIPTION OF THE EL.ECTRICAL PROJECT: \{\<"f~L+ L"V-or l5'Y'\ lV (.1, \Ol~ I) ,,\ - \i\h \ \ rrA\\ \,V\'\r;VI v-~U\~ ~ "'r'I5'("d" Sc,v\rll +\tj\jSe - ~,-f +~O Electrical Heat Load Additions and or Subtractions Service Information . Ci Baseboard Ll Furnace ['] Heat Pump U Fan.Wall _tCW KW TON___LRA KW o Overhead Service u Temp Service o Underground Service Voltage: __,_".... _ Phase: 0 1 [I 3 Service Size: Feeder Size: . / hereby certify that I have read and examined this application and know that same to be true and correct, and I :m authorized to apply for this permit. I understand it is not the City's legal responSibility to determine what permits are required; it remains the applicants responsibility to determine what permits are required ano to obtain such. :t~ Credit Card Holder's Signature: ~-..--.., Owner or Elec, Cant. Signature: " o..---'/~ r Date: \O-S. /ELECTRICALPERMIT AP~L1CA TION PERMIT FEE: $ ,Qj [ " Payment Inquiry Operator 10: TOWEN Date: 5106105 Number. 01 Receipt number: 43801 Post date; 5106!JJ5 Tender: CREDIT CARD Check number: 2004 912 36.40 Bf 5/06/05 8:47:34 , Stw~ E1.EC'TRIC , Total payment: T ota! tender: 3640 3640 :f pORT ~ 8.J"O~ ha lL ~ ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DWISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number .5468 Property Address ASSESSOR PARCEL NUMBER: Appl~cation descr~ption Subdivision Name property Use property Zoning . . . Application valuation 03-00001011 Date 10/01/04 3713 S MT ANGELES RD 06-30-14-3-1-9110-0000- RES NEW SFR RESIDENTAL SF 9000 RS9 RESDNTL SINGLE FAMILY 170586 Owner Contractor CORN JOE B 1317 E 7TH ST PORT ANGELES WA 983626605 CHILDERS/BUKOVNIK 13 VALHALLAS PORT ANGELES (360) 457-6547 2402SF SFR W/ATTACHED 993SF GARAGE TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98362 Structure Information Construct~on Type Occupancy Type Other struct ~nfo 10.20 V-N 1.00 1.00 36633.96 3769.00 3769.00 1.00 W -J - \jJ Permit Additional desc Sub Contractor Perm~t Fee Issue Date Expirat~on Date FIRE SPRINKLER RESID INNOVATED FIRE .00 10/01/04 3/31/05 SPRINKLERS Plan Check Fee Valuation 0\ .00 o ~ + >. c! &- ~ special Notes and Comments Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be in contrast in color of there background. The home is being located in an area with deficient fireflow. The home will be required to be equipped with a residential fire sprinkler system meeting the requirements of NFPA 13D. Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE 745.00 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Perm~t Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 749.50 749.50 .00 .00 Grand Total 749.50 749.50 .00 .00 10 ~ Separate Permits are required for electrical work, SEP A, 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. J~A .&!!if- Signature of Contractor or Aut rized Agent /0/1 )~LI , Date Signature of Owner (if owner is builder) Date T'\PLANNING\FORMS\1102.15 [11/14/2003] v BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY Date Rec !3~ Z 7-D~ Perrmt # 0'3..... 1 () t , Date Approved Date Issued ~ Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. Uyou have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 if; V\.~Il.\A.f A. Be.. -tfsx./O ApplIcant or Agent: 11Y)/J){}Ii.l+rEIJ FI/< E oS? RIAlkl..c-R!hone: l-JS 2. - 7$ 8,'f Owner: MI'~' \Jf;1Z- c..o..... "'" Phone: Address: 37/:.3 Jv7f-/)~3i2/lfl..:,J Rd CIty: ?U.r-t ./)~Qle...s ZIp: qg.gf:'Z.. Architect/Engineer: Phone: Contractor //VAI"vA-r.e.LJ PI R./E. State LIcense #:/NAlOVFSOIlI.JIJi!:XP: e//~/or;.. Phone: Address: fP) !yLvv!/OLvrL'-o L V"\ City: <Pl.lY-.j- /). ---- r e.' r?..J' ZIp: 9& ~~""2- -...J PROJECT ADDRESS: 3 713 M f- /) t-t.j -el.e..J R-d ZONING: LEGAL DESCRIPTION: Lot: Block: SubdiVIsIOn: CLALLAM COUNTY PARCEL NUMBER: Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYPE OF WORK: "ResIdentIal 0 New Constr. 0 Re-roof o MultI-fannly 0 AddItIon 0 Move o CommercIal 0 Remodel 0 DemolItIon o RepaIr 0 SIgn BRIEF DESCRIPTION OF THE PROJECT: City: Exp. Date: o Stove o Garage o Deck o Other ~'-\.S .~ II SIZEN ALUATION: SF. @ $ /SF. = $ SF.@$ /SF.=$ SF. @ $ /SF. = $ TOTAL VALUATION $ '-300,00 FI''''..A... s,?yc"",k!e_ S'J.sf.e~ COMMERCIAL/RESIDENTIAL: Occupancy Group: No. of Stories: Lot Size: ExistIng Sq. Ft. Total lot coverage Occupant Load: & Proposed Sq. Ft. Construction Type: = TOTAL Sq. Ft. % ESAIW etland( s): 0 Yes 0 No SEP A Checklist required? 0 Yes 0 No Ofuer: APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: BUILDING PERMIT APPLICATION SUBMITTAL: The Buildmg DlVlSIOn can provIde you WIfu information on the applIcation and plan submittal requIrements if you have questions. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. Tills figure Will be revIewed and may be revIsed by fue BUIlding DIVIsion to comply wIfu current fee schedules. Contact fue Permit Coordmator at 417 -4815 for assistance. PLAN CHECK FEE. IF a plan check fee IS due It must be subnntted at the tIme fue bUIldmg pernnt apphcatIOn and constructIon plans are subnntted. All other pernnt fees are due at the time of pernnt Issuance EXPIRATION OF PLAN REVIEW: Uno permit IS issued Within 180 days of the date of application, fue application will expire. The Buildmg OffiCIal can extend fue trme for actIOn by the apphcant up to 180 days upon written request by fue applIcant (see SectionRI05 3.2 offue International Buildmg/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this app!Jcation 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, af~ that I must obtain such permits prIor to work T \RVESS\BLDG-forms-brochures\2003-BUlldmgpenmt wpd Applicant. U/~ 1 (S~ Date: ~ ~ r; PORT ANGELES FIRE DEPARTMENT 102 East 5th, Port Angeles, WA 98362 360-417-4653 Fire Sprinkler System Plan Review Project Name: Com Residence Address: 3713 Mt Angeles Rd Installer: Innovated Fire Telephone: 360-452-7583 Type of System: Open 13 D R-3 IX! R-1 0 Com 0 Date: September 30, 2004 Permit #04-11 We have checked this plan and find that it conforms to the requirements of our ordinance. Additionally: 1. All systems including underground mains, shall be installed by a state licensed and certified company as prescribed in WAC 212-80 and the system shall be installed as per NFPA 13D. 2. All electrical components shall be compatible with the fire alarm system voltage and as per Washington Administrative Codes. 3. In all occupancies that require the fire alarm zones and/or annunciation, the extinguishing system shall cause a water flow indication in conjunction with zone of origin. 4. All systems will require wItness underground flushing, hydrostatIc tests for system, and underground pipe schedule lllspection by the Port Angeles Fire Department prior to being covered. (R-1 requires design sprinkler flow.) 5. Before final acceptance of the system, an inspection WIll conducted by the Port Angeles Fire Department to ensure the system installation complies with NFP A 13D. o Contractor ~ Building Department D Fire Copy Reviewed by \.QQd) Q q. 'S 0 . (j)'-, Date FP - 9 Page 1 of 1 r l> 1=JRE SP'R/Nk~Ef<. S)'STEI1 "~LA!\J _______~_ _____~. ____. __M _____ -___ _________ S{prE/"'7~tR ll, Zuo,-! ~ 0 'R . C '" ~ l d Q {.5 V::; L-- h ov \,: h: Co,,",::: + (' . :;; I 1\ I \ , t 1\ I 0.. -t" r-"......:3 -€ Q. s:', '~"..j r\ LOCATION: ~ 7 I? IVf' -r --....) ~, r, I.)/';GELE~ ;Ro,40 , owt,-tER. . \"vI '-\ ,..... "'\ r'\ r" .. ".... ..j v c... rO"\'~i ~'- ~<.... 1 \1 D~SIGNED \~yr ! N N 0 V Ii 1 E D F I k f. =.;J j~\ //\/ if -- f :~.:; ,..., . - I I I =:: 1 TV e: t.U Ij A V (;' N L. 1\ fJO'K. T J\ f\lG c'l ;::. <- vJ U c, c .-' .~ ') r F'"". J__ '- t.- -.) /- r - '-I '< ..~ I 3 r;; 0 - L/:; :2 - 7.s 8::; 13 D HYDRAULIC CALCULATIONS. Worksheet For 1" CPVC Pipe . Two heads require 26 gpm flow at designed pressure. (+ 5 gpm domestic us. One head requires 18 gpm flow at designed pressure. . Pipe size = 11" J CPVC (friction loss .1067). ..W'?ter pressure at street (2) . . 7 ~ psi. Meter fri~tinn loss (3) = 7 psi (see T"'~!~ .1.-4.3d NFPA 13[ (2) 7 .s minus (3) _ 7 (4) = G 8 psi remainin Loss from street main to control valve = 1:3 q _ feet X I .19bT I =. 4.57 feet (see friction loss chart). Ii'<<-{'~ o'SLII (4) (;, R minus (5) 4. s 7' . = (6) b 3 ~.Lf 3 J?si remaininc Elevation loss (building & street) = 2.0 feet X .434 = ~ . C; 8' psi (6) b '3. ~-3 minus (7) A . (;., 8 - ~ y ~? G psi remainin~ T otallength of pipe from control valve to the farthest sprinkler = 7 S feet X. U067/ = B,oo psi. 10. (8) SLJ. 7~ minus (9) 8,00 Lf G I ., S psi remalnlnf 11. Equivalent length for valves and fittings (m~ter to farthest sprinkler head): Tvpe Number Equivalent 1 " T run I ~ X IT] = J ~ 1" T Branch :l X [IJ = J{j- 1" 90 Elbo.W _. L- _ X QJ = lj',q _ 1" Coupling :.l X 0 = ~. f 1" 45 Elbow 0 X IT] = 0 f~ '~ 1" Gate Valve. I X IT] =', I fee~~~~'~ -' . (11) To~al Feet 9 !iI-, \ ~~/lJJ~ "~,'." .-'.< ..". - .....: ': ... ' . ::. , ..'., .,~. . .'. .' q /17/(1 '1. 12. - Loss in fittings (11) '.7 (lJ feet X '.10671 _ 7690 '. , psi. 13. (10) 'if>. lS~minus (12) 7'10 _ = (5 g.~.5" psi remaining. 14. PSI remaininq (13) '3 fr. BS minus ~ t...j(j (loss in riser) parts :.. 2 ~ ..l.fS_ 1'5. (14) .3S. Y$ is more than the minimum design psi required for 2 or 1 sprinkler heads operating. 1. 2. 3. 4. 5. 6. 7. 8. 9. FP-9C Riser Parts Potter flow switch 2.4 psi Soft seat valve 1.0 psi -:::.. :3, ~ r~ i Needed Information: Type of sprinkler head GPM & pressure 1 st head GPM & pressure 2nd head water meter c I II \.V q". ..J-e.v- 'rv\.. (L~;-: . ~ Revised 5/29/91 ~.-'.,":CEl\ITRAL~, -:~:-- -,', H_13, 13D& 13'DJR.- 91-97 Riser Manifold · Commercial ~,~~PA,13 Systems · Floor Control · High Rises · Residential '~_ NFPA,13D/13RSystems " ~ . ,~ '-' , "" ; -' ~ ' ) ~ fv1anufactured by Central Sprinkler Co~pa~y ~~ ...:! ,;- . 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 The threaded ends of the 1" and 1W' __, , bodies and the grooved ends of the Models: 13 (cDm"!ercj~Q ,- -, _' '" _" ..; p l.', ,r: .-.. '",; -' "" ' ' '2" through 6" bodies allow for an easy 13D (residential) or ,~/~ "~:,:';'..; "\,f' is) ';,; :';',,:,:~:-~.' ;': ':.~:,~: " ,.':' ,; " , transition to either check or control ,'~:/ -- ',: .:.,1,~D/13R (r~sj?en_~aQ. :' ;-'; 'tI i I '~~tl1~:" .il '~~~'2" II 3k~j'~1.ff~0\ ~ -.: /.,J 1 ';,~' 1,: .' r " . ~ '""'-, "",f". \ J:, " , 'I" ~e ':,"~1 ...~",...:>,;r~~~''''''' ,;~'.r-r~ I. ~-' '.. ' " valves,.'",,, ",' __' , . Styles: ,Threaded or Grooved , -\''';~i:-.,,', '~; f> ?'.:: .'."'" ;1?', ,:-",:,,>-:/::," :~~'.;V,,~, .jl, , ~:'':<,' 1 "",,,,~ . I _<.., \' ::' \".. \ ~ ...:~ ~i*'.Er$\'~,. f.,. ..... >-~)}':r:\;tl<:""r~.,,',-;J:~\"'~ "*\,r-::4"';?,.. ';'.l\~r....:~~~~; :-"I,~-:.f'. ~" , ',' '- ", ' '''', . " ", ,Sizes: JR, ~~". 2", 2~n, 3", 4" &,6" -",'i;,~~" {' 1 ,'>>"~,:' !:,J~'",~: .. "I'''':''~~' r--I" I' 1'~'}/:~,~",;r . .-: >; ':., ' , The exclUSIve and dedicated flow .' J' ; .~ ' ";"'P~"'-' ~, "," \ ,,' 2 I LI ;'~'3' ",'11 ",,;:, '. \( . " ;., " ." ',r . switch designed for the manifolds has Appro~als: ,U.L.,~:.,=.C';IS.:.M'~"I~;~,~'\i;;:'\' _,'",_,_rR::.':f!I ,:~_ '{"i~ 'f;';::,i:',::"; ':' :,__' ~ .~_- ._' -----;--'-::OeenfeslecraiicrUsIElcrforusefn-this' c; *M:EA.(142-94=Ef ",', ',':1,""~:"';" ',:'J',.,. ,..1,';, 1"<': . "', ,", ~ ,:,~' ~t-sp,ecific-configtlr?.tiorrPy-tJnderwriful:S . " ' · 1" Ve~i~(lis ~ot MEA Approv~.~: ,: ";,'" .' ~6~rn':".se' ~~,,- (;d "~;.,'; ':G ~ :;;~':~-''i,O-;- :, ;; :' Laboratories." ;". :'~'':.', " '",', ,::" " "" " ,'. .:- ,~>;, l' .0'" R. I,~, :~::'., ~:; : 7 " 1,; :,.' ';,., ;:" ",.-<' .- " -' . . . '. : ' . .' ,':;'i:,' ': ':."- ':-" Maximum Working ~ressure: '17!? psi,: ;J; , ~ ,:-1::,... ::_~ ,'" "l;J,:W/ ,'''; ;;,~t:. -,. ~;;\:,:<" ' ,",,", f: :':~ ';~. " >~, "-h~ M.inifold bodies' ar'~ painted fire 'Standard Fi~i~h~ Fire P;ot~cti~~ Red-;':~::: "M' a'" 'n" '.-co"":ld' :,.~~t;F~,.;,,~~t~~~~\~:~-: ',: ";,',. :''.',~:'~ i' .' protection red. Lettering clearly iden- , . '. '. with White Lettering"';5 .' _ ,..,,><_ ~ l , ~, .- ,,;.;>',8, '::'~ ~;.:.; ~;.}. ' ",;' .,,-:- '_ '" tifies flow direction as well as the test ' ' '" ~'"' -- '" ,,-<',' . .;: .,;. ::.,. ,'" ;". " and drain outlet, thus providing the LP.S. Cut Groove Specs,: AVWlA C-606 ' , , required sign. Take-out Dimensions: See Figures Shipping Weight:' See Figures Mfgr. Source: Domestic Optional Accessories: Pressure Relief Valve Kit, see page 5 Iri!Product ' E. ~ Description The Central Riser Manifold provides all of the accessory equipment for a nser In a Single assembly, The avail- ability of the Riser Manifold in different configurations allows cost-effeCTIve riser Installation in commercial (NFPA 13) systems, high rises requiring floor control assemblies, and residential systems (NFPA 13R113D). The Model F202 inspectors' test valve and the Model F101 trim valve are both U.L Listed and make the best use of special thread combinations, eliminating the use of pipe nipples and the resulting potential for leakage. - Installation is simplified with one con--- venient take-out for the threaded ver- sions as well as one take-out for all grooved sizes, 2" through 6", , ;,-' The Riser Manifold is approved for installation in either the horizontal or the vertical position. The optional relief valve assembly is available for the required locations such as NFPA 13 Section 3-1.2 which requires relief valves on gridded systems. R Technical ~ aliData ~ ' ~ :-7"-",: . . . 1o..-i' ~ '.: =," "t ' l, _ ,___ __~__ ,..:__ __ _,__~__~ No-,-3.l!.-1.0,,~~1 tqCD / Fire & Building / Products Direct Sales (Central): Tel: (800) 523-65121 Fax: (215) 362-5385 Distribution Sales (GernlStar): Tel: (800) 558-52361 Fax: (800) 877-1295 Technical Services: Tel: (800) 381-9312/ Fax: (BOO) 791-5500 Series LFII Residential Concealed Pendent Sprinklers, Flat Plate 4.2 K-factor General Description The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible sol- der sprinklers designed for use in resi- dential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aestheti- cally appealing sprinkler design. In ad- dition, the concealed design of the Se- ries LFII (TY2596) provides 1/4 inch (6,4 mm) vertical adjustment. This ad- justment reduces the accuracy to which the fixed pipe drops to the sprin- klers must be cut to help assure a perfect fit installation. . " . ' , , The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 130; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY2596) has a 4.2 (60,5) K-factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The Series LFII (TY2596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- Page 1 of 4 stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into pias- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. WARNINGS The Series LF" (TY2596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may ~~ffthemregri~mth~eoowre~ The owner is responsible for maintain- ing their fire protection system and de- vires in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Sprinlcler/Model Identification Number SIN TY2596 Technical Data Approvals: UL and C-UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.2 GPM/psi112 (60,5 LPMlbar112) Temperature Rating: 160oF1710C Sprinkler with 1350F/570C Cover Plate .JULY, 2002 - t::!~~ ~ -- ,:" .-'". - ~ , ... ^r~._. - Vertical Adjustment: 1/4 inch (6,4 mm) Finishes: Cover Plate: Flat White, Bright White, Chrome, or Custom , \ Physical Characteristics: Body. . . . . . . . . . Cap. . . . . . . . . . . ~'. . Saddle . . . . . . . . . . . . Sealing Assembly . . . . . . . . . . . Beryllium Nickel wI Teflont Soldered Link Halves . . . . . Nickel Lever . . . . . . . . . . . . . Bronze Compression Screw . . . . . . Brass Deflector . . . .. ..... Bronze Guide Arm Frame ..... Bronze Guide Arms .., . Stainless Steel Support Cup . .. ...... Steel Cover Plate ... ..... Copper Retainer . . . . . " . . . . . . Brass Cover Plate Ejection Spring .... . " " . . . . . . . . . Stainless Steel ", Brass Bronze . Brass tOuPont Registered Trademark TFP440 Page 2 of 4 Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the Deflec- tor supported by the Arms drops down to its operated position. The fuSible link of the Sprinkler Assembly is com- prised of two link halves that are sol- dered together with a thin layer of sol- der. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are UL and C-Ullisted for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturers recommendations that may be accept- able to the Authority Having Jurisdic- tion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 130 or NFPA 13R are given in Table A as a function of temperature rating and the maximum aJlowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 130 or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: · The flow rates given in Table A for NFPA 130 and 13R as a function of temperature rating and the maxi- mum allowable coverage area. · A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in TFP440 Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped CeIling Area (a) FL (Max.. 2 Inch Rise (Max. 8 Inch Rise FLxR (m) for 12 Inch Run) for 12 Inch Run) (m x m) 160oFntoC 160oFn1"C "' - Sprinkler Sprinkler ( 12 x 12 ) 12 13 GPM (49,2 LPM) 18 GPM (68.1lPM) (3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 18.4 psi (1,27 bar) {~;\ 14 14 GPM (53,0 LPM) 18 GPM (68.1 lPM) (4,3) 11.1 psi (0,77 bar) 18.4 psi (1,27 bar) ( 16 x 16 , 16 16 GPM (60,6 LPM) 18 GPM (68.1 lPM) (4,9 x 4,9) ..) (4,9) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) ~t1 18 20 GPM (75,7 LPM) N1A (5,5 x 5,5) (5,5) 22.7 psi (1,57 bar) 2Ox20 20 24 GPM (90,8 LPM) N1A (6,1 x 6,1 ) (6,1) 32.7 psi (2,25 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER ., "" ~ '~, '~~. - '+' ,~ -.:. "t ~" , .. -. accordance with the obstruction rules'\' to 14 tilbs. (9,5 to' 19,0 Nm). A'maxi-'::, , of NFPA 13 for residential sprinklers.', mum of 21 h.lbs. (28,5 Nm) of torque, Operational Sensitivity. The sprin-', is to be used to install sprinklers: '" <",;, Higher levels of torque may distort the k1~r.s are to ~ installed relative to t~e' sprinkler inlet with consequent leak,:" cellmg mounting surface ~s shown ,In, ) lageorimpainnentofthesprinkler.. ",: Rgure 3. " " '. . \ ,. ' <. ".,' '. . ' '. . . .. '. . 'DO not attempt 'to compensate for in-' Sprl!'kler Spacmg.. The ~tnlmfum " sufficientadjustmentinanEscutcheon spacmg between ~pnnklers I~ 8 eet ", Plate by under- or over-tightening the (2,4 m). ~e maximum spacmg be-, Sprinkler. Readjust the position of the tween spnnklers cannot exceed the . . . length of the coverage area (Ref. Table spnnkler fittmg to SUIt. A) being hydraulically calculated (e.g., Step 1. The sprinkler must only be maximum 12 feet for a 12 ft. x 12 ft. installed in the pendent position and coverage area, or 20 feet for a 20 ft. x with the centerline of the sprinkler per- 20 ft. coverage area). pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W- Type 18 Wrench shown in Figure 2, install and tighten the SprinklerlSup- port Cup Assembly into the fitting The W-Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Arms during ceiling in- stallation and/or during application of '~', ~ Installation The Series LFII (TY2596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the frame anns only (i.e., do not apply pressure to the fusible link Assembly). A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 TFP440 BODY (1/2" NPl) CAP SADDLE GUIDE ARM GUIDE ARM FRAME I I I I I I I I I I I I I , 11 I I I I I I , , I I I I ,J Lf 'L...J L, ........r~--"""'----~....../ SPRINKLERlSUPPORT CUP ASSEMBLY THREAD INTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FLUSH WITH CEILING o o SOLDER TABS (3) COVER PLATE/RETAINER ASSEMBLY FIGURE 1 SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER l-- 2-112" DIA. I \ (63,5 mm) 112" NPT FACE OF SPRINKLER FITTING 1-718":1:118" (47,6 mm :1:3,2 mm) ~ COVER- SPRINKLER- RETAINER SUPPORT CUP ASSEMBLY ASSEMBLY 3-1/4" DIA. (82,6 mm) =rt MOUNTING 3116" J SURFACE (4,8mm) Page 3 of 4 SEALING ASSEMBLY WRENCH RECESS SPRINKLER WRENCHING AREA D COMPRESSION SCREW PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA LEVER FIGURE 2 W-TYPE 18 SPRINKLER WRENCH DEFLECTOR (OPERATED POSITION) RETAINER WITH THREAD DIMPLES EJECTION SPRING COVER PLATE SPRINKLER- SUPPORT CUP ASSEMBLY OPERATED SPRINKLER COVER PLATE RETAINER ~ 718" (22,2 mm) 1-118" (28,6 mm) -1 DEFLECTOR IN OPERATED POSITION TIP FIGURE 3 SERIES LFlI (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLA T10N DIMENSIONS / PROTECTIVE CAP / ACTIVA TED DEFLECTOR Page 4 of 4 the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. NOTE As long as the protective Cap remains in place, the system is considered to be "Out Of Service". - Step 5. After the ceiling has been com- pleted with the 2-1/2 inch (63 mm) diameter clearance hole and in prepa- ration for installing the Cover Plate As- sembly, remove and discard the Pro- tective Cap, and verify that the Deflector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprin- kler assembly. Do not attempt to mod- ify or repair a damaged sprinkler. Step 6. Screw on the Cover Plate As- sembly until its flange comes in con- tact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceil- ing panel out of its normal position. If lhe Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be en- gaged sufficiently to contact the ceil- ing, the Sprinkler Fitting must be repo- sitioned. Care and Maintenance The Series LFII (TY2596) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be shipped or stored where the tempera- ture will exceed 100oF/380C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified or over heated sprin- klers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their tire protection system and de- vices in Compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained. modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, andlor the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. TFP440 IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY. FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES. AND IN NO EVENT SHAll TYCO FIRE PRODUCTS' li- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- ~ Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series lFII (TY2596), K=4.2, Residen- tial Concealed Pendent Sprinkler with- out Cover Plate Assembly, PIN 51-122-1-160. Cover Plate Assembly: Cover Plate Assembly having a (spec- ify) finish for the Series LFII (TY2596), K=4.2, Residential Concealed Pen- dent Sprinkler. PIN (specify). Chrome.. . . . .. . .. . . . . . . .. PIN 56-122-9-135 Bright White............... PIN 56-122-4-135 Rat White................ PIN 56-122-5-135 Custom ..... _............ PIN 56-122-X-135 Sprinkler Wrench: Specify: W-Type 18 Sprinkler Wrench, PIN 56-000-1-265. TYCO ARE PROOVCTS. 451 North Cannon Avenue, lansdale. Pennsylvania 19446 @POTTER vs-sP VANE TYPE W A TERFLOW SWITCH - SMALL PIPE Potter Electric Signal Company 2081 Craig Rd.JP .0. Box 28480 St, Louis, Mo. 63146-4161 (314)878-4321/ (800)325-3936 Potter Electric Signal & Mfg. L TO 1967 Leslie Street Don Mills, Ontario, Canada M3B2M3 (416)441-1833 STK. NO. 1111100 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING The Model VS-SP is a vane type waterflow switch for use on wet sprinkler systems. These units may be used as sectional flow indicators on large sprinkler systems. The VS-SP can also be used on small sprinkler systems in mobile homes and residential dwellings. INSTAllATION: These devices may be mounted in a horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" of a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non corrosive "TEE". See Figure 2 for proper "TEE" size, type and Installation. CAUTION: There are 8 paddles furnished with each unit. These paddles have raised lettering that shows the pipe size and type of "TEE" that they are to be used with. The proper paddle must be used. The screw that . holds the paddle must be securely tightened. Screw the device into the "TEE" fitting as shown in Fig. 2. Care must be taken to properly orient the device for the direction of waterflow. . PRINTED IN USA U.L. & UlC LISTED Service Pressure: Up to 250 PSI Minumum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosur~ Cast aluminum, red enamel finish. Cover held in place with tamp~r resistant screws. Contacts: One Set of S.P.D.T. (Form C), standard. Second set optional, see below: 15 Amp. @ 125/250V. AC 0.5 Amp. @ 125V. DC 0.25 Amp. @ 250V. DC 2.5 Amp. @ 0-30 V. DC Resistive Conduit Entrance: One opening for 1/2" conduit. Usage: listed Plastic, Copper and Schedule 40 Iron Pipe Fits pipe sizes - 1", 1 1/4", & 1 1/2" Note: 8 paddles are furnished With each unit, one for each pipe size of threaded or sweat TEE, one for 1" CPVC, and one for 1 1/2" polybutylene (CTS-Copper Tubing Size) . Environmental Limitations: 400 F/1200 F (4S C/490 C) Caution: This device is not Intended for applications In explo- sive environments. Service Use: Automatic Sprinkler One or Two Family Dwelling Residential Occupancies up to 4 Stories Central Station Local Auxiliary Remote Station Proprietary NFPA-13 NFPA-13D NFPA-13R NFPA-71 NFPA-72A NFPA-72B NFPA-72C NFPA-72D Optional : Extra Contacts Switch Kit, Stk. No. 0090013 Cover Tamper Switch Kit, Stk. No. 5420220 Kit for Outdoor Use, Stk. No. 1940037 The vane must not rub the inside of the "TEE" or bind in any way. The stem should move freely when operated by hand. TESTING: Check the operation of the unit by opening the "Inspection Test Valve" at the end of the sprinkler line, or the drain and test connection if an -Inspectors Test Valve" is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VS- SP is not recommended or advisable. MKT. #8800004 - REV 0 MFG. #5400769 PAGE 1 OF2 r ". .r,'. .," '~ (~1POTTER BELLS PBA-AC & PBD-DC Potter Electric Signal Company 2081 Craig Rd./P.O. Box 28480 Sl Louis, MO 63146 _ (314)878-4321/ (800) 325-3936 6" BELL SIiOWN Potter Electric Signal & Mfg. L TO 1967 Leslie Street . Don Mills, Ontario, Canada M3B2M3 (416)441-1833 UL LISTED, FM APPROVED Sizes Avallable:@8-, and 10- Voltages Available: ~ ~ 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 fo 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -400 to 1500F (outdoor use require weatherproof backboxt Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar, or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4. square electrical box for indoor use, or on a model BBK-l weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAl dB MINIMUM dB e 10 FT. o 10 FT. 6 12VOC PBD126 1706012 .12A 65 75 8 12VDC PBD128 1708012 .12A 90 75 10 12VDC P801210 1710012 .12A 92 75 6 24VOC PB0246 1706024 .06A 87 75 6 24VOC PBD248 1706024 .06A 91 79 10 24VOC PBD2410 1710024 .06A 94 79 6 24VAC PBA246 1606024 .17A 91 75 6 24VAC PBA248 1808024 .17A 94 75 . 10 24VAC PBA2410 1610024 .17A 94 75 7\ 6 120VAC PBA1206 1606120 .OSA 92 82 8 120V AC PBA1208 1608120 .05A 99 82 10 120VAC PBA12010 1610120 .05A 99 85 Weatherproof backbox model BBK-l Stk. No. 1500001. Notes: 1. Minimum dB ralings are calculale<l'rom integra.ed aound pressure measurerneru made al UndecwrilllfS laboratories as specified In UL Standard~. UL le~rature range rs.3O" 10 150.F. 2. Typeal dB rallngs are CalclUl9<l'rom measuremenls made with a convenlionat soun<llevel meter ancl are meative of OUCpullevels In an actuallnstatlaloon. PRINTEO IN USA PAGE 1 OF2 MKT. '6850001. REV K MFG. '5400776 .4/94 ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 Application Number 15- 00000711 Date 6/22/15 Application pin number 233539 INSPECTOR: Property Address . ... . , , 3713 MT ANGELES RD ASSESSOR PARCEL NUMBER: 06-30-14-3-1- 9110 -0000- SERVICE Application type description ELECTRICAL ONLY Subdivision Name , . . . . . ROUGH -IN Property Use RESIDENTAL SF 9000 Property zoning . , . . , , . RS9 RESDNTL SINGLE FAMILY Application valuation , . , . 0 COMMENTS: Application desc Solor PV system ---------------------------------------------------------------------------- Owner Contractor CORN JOE S POWER TRIP ENERGY CORP. 1317 E 7TH ST 83 DENNY AVE PORT ANGELES WA 983626605 PORT TOWNSEND WA 98368 ------------------- -- ---- ---- -- ---- - (360) 643 -3080 - - - -- -_IE �j 7 - -- -- Permit ELECTRICAL ALTER RESIDENTIAL Additional desc .. Permit Fee 165,00 Plan Check Fee 00 Issue Date 6/22/15 Valuation . , . . 0 Expiration Date 12/19/15 Qty unit Charge Per Extension 1,00 102.0000 ECR 'EL- RENEWABLE 5 -KVA OR LESS 102,00 1.00 63.0000 ECH EL -R- BRANCH CIR WO/ SER FEED 63.00 Fee summary Charged Paid Credited Due Permit Fee Total 165.00 165.00 ,00 .00 Plan Check Total .00 ,00 ,00 .00 Grand Total 165.00 163,00 .00 .00 1 4, REPORT SAGES TALC on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE 7DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN FINAL COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor .X Date: G:IEXCIIANGEIBUILDING CITY OF PORT ANGELES PERMIT APPLICATION 'RECE, Building Division/Electrical Inspections UUN 321 East Fifth Sheet — P.O. Box 11501 Port Angeles Washington, 98362��1� Pb: (360) 417 -4735 Tax: (360) 417 -4711 ECIPt' Date: 412012015 1 & 2 Single Family Dwelling INSP��? �5 * Plan Review May Be Required, Please Complete Electrical Plan Review Information Sleet Job Address: 3713 SOUTH MOUNT ANGELES RD, PORT ANGELES, WA Building Square Footage: n/a Description of above ROOF MOUNTED RESIDENTIAL. SOLAR PHOTOVOLTAIC (pv3 SYSTEM - 6.05 KW SOLARWORLD SYSTEM, 22 @ 275 WATT MQP}U ES, 6 KW 5MA SUNNY BOY INVERTER. Owner Information Contractor Information Name: JOE CORN & MAUREEN SANDISON � Narne: POWER TRIP ENERGY CO Mailing Address: 3713 SOUTH MOUNT ANGELES RD Mailing Address: 83 DENNY AVE City, PORT ANGELES State:.WA Zip 96362 � City: PT. TOWNSEND State: WA Zip: 98358 Phone: .360 457 -450$ Fax: NIA Rhone: 360- 643 -3080 Fax: 360 - 539 -1857 License 4 l Exp, NIA Ucense # 1 Exp. POWERTE964J N Item unit Charge Qt Total Qty Multiplied by !Unit Charge) ServlcelFeeder 200 Amp. $120.00 $_ ServicelFeeder 201-400 Amp. $146.00 $,_.,. ServicelFeeder 401.600 Amp $ 205.00 _ _ $ ServicelFeeder 601 -1000 Amp. $ 262.00 $,- Service/Feeder over 1000 Amp. $ 373.00 $ Branch Circuit W/ Service Feeder $ 5,00 $ Branch Circuit W10 Service Feeder $ 63.00 1 $ 63,00_ Each Additional Branch Circuit $ 6.00 $_ Branch Circuits 1.4 $ 75.00 $ Temp. Service! Feeder 200 Amp. $ 93.00 $_ Temp. ServicelFeader 201 -400 Amp. $110.00 — Temp. ServicelFeader401 -600 Amp, $149.00 $ Temp. Service/Feeder 601 -1000 Amp . $168.00 _ $ Portal to Portal Hourly $ 86.00 Signal CircWtl Limited Energy -1 & 2 Family Dwelling $ 64.00 $_ ManuWured Home Connection $120.00 $� Renewable Electrical Energy - WA System or Less $102.00 1 $102.00 Thermostat $ 56.00 $— Note: $5.00 for each additional T -Scat NEW CONSTRUCTION O LY: First 1900 Square Ft, $120.00 $ Each Additional 500 Square Ft. or Portion of $ 40.00 $ Each Outbuilding or detached Garage $ 74.00 Each Swirnrning Pool or Hot Tub $110.00 $ 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 contractor, I are making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC, Chapter 296 -468, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner, electttcal contractor or electrical administrator. �" Dated: 4120/2015 El Cash © Check N CreditCardti 01x0112012 Power Trip Energg C ' 83 Denny Ave Port Townsend, WA 91:3368 (3GO) 643 -3080 poe+ Ttrlpr.ner 1j.corn Lie # POWERTE964J111 Project: Coma - Sandison residence Date: 6/17/2015 Client: Joe Corn & Maureen Sandison Address: 3713 South Mount Angeles Rd, Port Angeles, WA 98362 (360) 457 -4508 System Description: 18.15 kW PV System 66 g SolarWorld Protect 275 Watt modules & 3 @a 6 kW inverters Line Drawing: Array A- Solar Modules on house System DC Inverter A — Power One Aurora roof Disconnect A PVI- 6000- OUTD -US. 12.1 kW PV Array On inverter A Located on west wall of attached - Mounted on East ,& West roofs. garage. Max output: 6,000 watts. - 22 SolarWorld Protect 275 watt Operating voltage: 240 V AC modules mounted on East roof _ Inverter B - Power One Aurora connected to Inverter A System .DC Disconnect B On inverter B - 22 SolarWorld Protect 275 watt modules mounted on West roof connected to Inverter B PVI- 6000- OUTD -US. Located on west wall of attached garage. Max output. 6,000 watts. Operating voltage: 240 V AC Array B- Solar Modules on house roof 6.05 kW PV Array - Mounted on East roof of attached Inverter C — SMA 6000TL -US- garage. - 22 SotarWorld Protect 275 watt modules mounted on East roof connected to Inverter C 22, Located on west wall of attached garage. Max output: 6,000 watts. Operating voltage: 240 V AC System DC Disconnect C On inverter C AC System Combiner Panel — City of Port Angeles Located on West wall of attached Electrical Utility Grid garage. Port Angeles Electrical Utility AC System Disconnect— Visibly Grid Net Meter Open & Lockable (Live) Located on remote pedestal north Located on West side of attached of house near transformer by garage adjacent to Pt Angeles Utility Rook Drive Production Meter. Meter #: E1 2497 Line I Line L 2 @ 200A Main Service Production Panels (Load) Meter tLoadLoad 2 2 d 200 Amps located on Located on West West interior wall of attached wall of attached garage. garage. Joe Corn & Maureen Sandison Solar Panel Building Permit, City of Port Angeles Page 1 of i Application Number , . . . Application pin number , . . Property Address ASSESSOR PARCEL NUMBER. Application type description Subdivision Name . . . . . . Property Use Property Zoning . , . , , . . Application valuation . . . ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 16- 00000247 Date 2/25/16 178521 3713 MT ANGELES RD 06-30-14-3-1-g1a.o-a000- ELECTRICAL ONLY RESIDENTAL SF 9000 RS9 RESDNTL SINGLE FAMILY 0 Owner Contractor RESULTS: CORN JOE B DITCH ALL WEATHER HTG & COOLING INC 1317 E 7TH ST 302 KEMP ST PORT ANGELES WA 983626605 PORT ANGELES WA 98362 -------------------------------------------- b {360} _____ -452-9813_ 7?-� _________ -- ------- Permit ELECTRICAL ALTER RESIDENTIAL Additional deec . . Permit Fee 56.00 Plan Check Fee 00 issue Date 2/25/16 Valuation , . . , 0 Expiration Date 8/23/16 Qty Unit Charge Per Dxtensiari 1.00 56.0000 ECH EL -LVT- THERMOSTAT 56.00 Fee summary Charged - --- - - - -- Paid Credited Due ------- - -- Permit Fee Total -- - - - - -- ---- 56.00 - - - - -- --- - - -- - -- ---- 56.00 .00 - - - - -- OQ Plan Check Total 00 .00 .00 .0o Grand Total 56,00 56.00 .00 .00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION.TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN b FINAL COMMENTS: PERMIT WILL EXPIRE SIX (G) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date. G:IEXC,HANGE\BUILDING - N a 02/22/2016 06;26 13604525177 ALL WEATHER HEATING 'RE C, E' V D CITY OF PORT AN%;L',I.,ES PERMIT APPLICATION � �� E�' � 2 W 6 113Wlding Inspections ELECTRICAL 321 East Fifth Street —P.O. Box 11t50 / fort ,Aingelles Washington, 983£2 MSPI CT €ON Ph. (360) 417 -4735 Fax: (360) 41.7 -4711 Date: 2122116 x 1 & 2 Single Family Dwelling * Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Jab Address: 3713 Mt. Angeles Bbad Building Square i ootage: ?64 —� Desaription of above PAGE 02/03 Owner Inforration .� IyRtR' Contractor Information tame r �m�°�fFilUit'A P au nge es o6 Name All Weadiar Kcat. inn& C221inR Nrailing Address: Milling Address; 3!L't�rup.9,t>;cGk. City: Port Angeles State; INA Zip: 98392 _ _ _. - --- - -- aireCtiCBpiacement of outdoor beat PlImp upit Owner Inforration Contractor Information tame r �m�°�fFilUit'A P au nge es o6 Name All Weadiar Kcat. inn& C221inR Nrailing Address: Milling Address; 3!L't�rup.9,t>;cGk. City: Port Angeles State; INA Zip: 98392 _ Cityw, fart A rijtoles State.WA zip: 98362 Phone26i}E457.4$08 _,Fax: Phona; 452 -gx13 _ max: 452 -5177 License 41Exp. 1_iceme4lExp.ALLW5HG154K1U WIG er Unit Charge 9!Y 1(G y Multiplied by Unit Chargej 5ervicelFeader 200 Amp. $120.00 0 Service/Feeder 201.400 Amp, $146.00 $ Service/Feeder 401 -600 Amp $ 2.05.00 `f;. ServicelFeeder 601 -1000 Amp, $ 262.00 $ Serviceli°eetler over 9000 Amp, $ 37100 $� Branch Circuit W1 Service Feeder >s 5.00 Branch Circuit W10 Service Feeder $ 6100 0 Each Additional Branch Circuit $ 5.00 $ _ Branch Circuits 94 $ 75.00 $ Temp, Servioel Feeder 200 Amp, `I 93.00 _ $ Temp. Service / Feeder 201,400 Arnp. $11000 $ Temp. Service/Feeder 401 -600 Amp. $140,00 Temp. Ser0ce1Faed%9T 601 -1000 Amp . $168,00 Portal to Portal Hourly $ 96,00 $ Signal Circultl Limited Energy -1 8 2 Family Dwelling $ 64,00 $ Manufactured Home Connection $ 120.00 $ Renewable Electrical Energy - 5KVA System Dr Lass $102.00 $ Thermostat $ 56,00 i $ 56.00 Nate: $6.00 for each additional T -Slat NEW CQ.NSTRUC_T QN ONE X. First 1300 Square Ft. $120,00 $ Eaah Additional 500 Square Ft, or Portion of $ 40.00 $ Each outbuilding or Detached Garage $ 74.00 $ Each Swimming Pool or Mot Tub $110.00 8 $ 56.00 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 contractor, I am making the electrical installation 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 and PAMC 14,05,050 regarding Electrical Permit Applications. Signature of owner, electrical contractor or electrical administraton n cash In Check '} El CredltCard# 0, 1pogo! r]sted: (�a_ ,.� Address: t Angeles Road PREPARED 7/02/14, 13:27:58 INSPECTION TICKET PAGE s CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 7/02/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 3713 MT ANGELES RD SU13DIV: CONTRACTOR POWER TRIP ENERGY CORP PHONE (360) 643-3080 OWNER CORN JOE B PHONE PARCEL 06-30-14-3-1-9110-0000- APPL NUMBER: 14-00000645 RES SOLAR PROJECT ------------------------------------------------------------------------------------------------ PERMIT: BSOL 00 BUILDING PERMIT - SOIJkR REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 7/02/14 BLDG FINAL July 2, 2014 10:22:40 AM pbarthol. Solar panel Nichole 360-643-3080 -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 14-00000645 Date 6/17/14 Application pin number . . . 931030 Property Address . . . . . . 3713 MT ANGELES RD ASSESSOR PARCEL NUMBER: 06-30-14-3-1-9110-0000- Application type description RES SOLAR PROJECT REPORT SALES TAX Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . RESIDENTAL SF 9000 Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY to the City of Port Angeles -----Application-valuation 31759------------------------------ (Location Code 0502) ----------- --------- - - - - ----- Application desc ROOF MOUNTED SOLAR PANELS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CORN JOE B POWER TRIP ENERGY CORP 1317 E 7TH ST 2343 THOMAS ST PORT ANGELES WA 983626605 PORT TOWNSEND WA 98368 (360) 643-3080 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT SOLAR Additional desc Permit Fee . . . . 488.45 Plan Check Fee 50.00 IQN Issue Date . . . . 6/17/14 Valuation . . . . 31759 Expiration Date 12/14/14 Qty Unit Charge Per Extension BASE FEE 417.75 7.00 10.1000 THOU BL-25,001-50K (10.10 PER K) 70.70 ---------------------------------------------------------------------------- Special Notes and Comments . 14 June 6, 2014 11:02:35 AM tamiot. ELECTRICAL PERMIT REQUIRED. Public Works Utility Engineering has no requirements for this plan review. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 488.45 488.45 .00 .00 Plan Check Total 50.00 50.00 .00 .00 Grand Total 538.45 538.45 .00 .00 Separate Permits are required forelectrical 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 has 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. f 4 Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL.TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole BIdgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls I Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor I Ceiling MECHANICAL: -Heat Pump/Fumace/FAU/Ducts l5ough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting [I LANNING DEPT. Separate Permit#s SEPA: arking I Lighfin2 ESA: P ISHORELINE: Landscaping FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T-f:nrmQ/Pi,iiriinn ni%,izinn/Ped1rfinn Pormif THF- For City Use CITY OF ORT NGELES -P- A3 \ Permit# W A S H' I N G T 0 N, U . S. Date Received: 321 E 51h Street i Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits0cityofpa.us BUILDING PERMIT CATION I Project Address: Sovxk RT-- A43 clat'e-S V-C�4b , Fc�,Q-4(Z�LE51 I P CC- Phone: (3&0)4 5*Z-9 500 4�-3;(3 8 0 eff 0 Primary Contact: f76 N-elL-VX� t�e" Email: 5 0-KN (9 Po-Weg-TA-1 P P-t4C"-J-Co-ft Name,f 6E f�. Iho,e(3(,0) 4 5 T 45-08 Property Mailing Address Imail AL�L A X OTO a C04-t Owner �,-,z-i S. Mt. Ao<--f�-5 Kb— city POI-x- AcNacLa State VJA- zipcj03(0-1� Name -VA.' Phone ) 4 �. iF to ENO-" 6411-p t3(0 0 7- SOD 613-30 Address Ernai - Contractor 13-�, 1)e-NPyAV6 1,1aktJ(P, Pemi rkM P PNetQq.CO-A Information city pW_T- T-Ov4t4 'SerV413 State V-3 zip qs-S,(.0 rcontractor License# Pow a T F, cyl-4,1+12 1�, Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) F- PSci $ 31'-+j5i3,96 Residential Commercial 11 Industrial 11 Public -9-!-5W kof Permit Demolition Fire 11 Repair 1:1 Reroof(tear off/lay over)( OLAL 00 Classification For the following.fill out both 12ages of permit application: (check . New Construction 11 Exterior Remodel 11 Addition 1:1 Tenant Improvement appropriate) I Mechanical 0 Plumbing 11 Other 11 Will a fire sprinkler system be installed Irrigation System? Proposed Bathrooms � Proposed Bedrooms or modified? Yes 0 No Yes 0 No PfoJe t Description Re-of ptautit"4 (fTg-t.0 --T(6b 'So L-A-A- FLCCtl4e, S45MPIA 4�pro VOLTkCS - �V Is project in a Flood Zone: Yes 0 NoXL Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it 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 and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. ;�/56 Jiw Tkif Date Print Name Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Second Floor Covered Deck/Porch/Entry ,d Deck(over30"or2 floor) Garage Carport Other(describe) Area Totals Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed ss Value Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot SiziF(sq ft� %Lot Coverage(Total lot coverage lot size) Lot Coverage(sq ft) Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage-- lot size) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # ration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit I Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor(Grease Trap) Size Other( escribe): i'ecv-(7c KOUF A&-tam (!�g:LD-Ttub T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx 1207 -All 'J '1202 VI i —A aA. 3713 3711 1206 1208 111" Flo NO Ill i it t ji, 1313 1301 1309 Powsir TTip (Energg Cap 83 Denny Ave Port Townsend, WA 98368 (360) 643-3080 www.powrmrtripenergy.com Lic # POWEFZTE964JN May 3 0,2014 Pat Bartholick Code Compliance Officer 321 E 5th Street P.O. Box 1150 Port Angeles, WA 98362 Dear Mr.Bartholick, Enclosed please find a building permit and electrical permit for work to be done at 3713 South Mount Angeles Road for Joe Corn and Maureen Sandison. Our company(Power Trip Energy)will be installing a 12.1 kW solar array on the roof of their home. Harold Anderson's engineering report covers this project. I've also attached engineering and specification sheets for the solar equipment to be used. We will be happy to pay the plan check fee by credit card as soon as you can determine what this amount will be. The electrical permit fee will also be paid by Power Trip Energy and the credit card information is provided. The final building permit fee will also be paid by credit card when it is ready. If you have any additional questions please do not hesitate to call the office at 360-643-3080 or my cell phone at 360-452- 8500, Sincerely, John Fleming,PE Solar Engineer Power Trip Energy Attachments: I —Building Permit Application 2—Electrical Permit Application&Line Drawing 3—Plans,Details, Structural Calculations(2) EXPEDITED PERMITTING CHECKLIST FOR RESIDENTIAL PHOTOVOLTAIC SYSTEMS: ROOFTOP MOUNTED TO BE COMPLETED BY WY STAFF------ Building Perm t Required? DYes E]No Qwlifies for Electrical OTC? DYes El No Staff Initials Date:Click here to enter text Staff Initials Date:Click here to enter text. --------TO BE COMPLETED BY APPUCANT- 00roject Information Project Applicant: Power Trip Energy Corp,83 Denny Ave, Port Townsend,WA 98368,360-643-3080 Site Owner Name: Joe B.Corn &Maureen E.Sandison Project Address: 3713 S Mount Angeles Rd, Port Angeles,WA 98362 PV system description: Roof mounted,Grid-tied PV Gletermine if your project needs a building permit (check all that apply): Yes No 1. PV system is designed and proposed for a detached single family house. X R 2. PV system is designed for rooftop of a house in general compliance with applicable codes. X 0 3. Mounting system is engineered and designed for PV. X D 4. Rooftop is made from lightweight material such as shingles. X 0 5. PV system has been pre-approved by electrical permitting agency. X El 6. To address uplift, panels are mounted no higher than 18"above the surface of the roofing to X EJ which they are,affixed. Except for flat roofs, no portion of the system may exceed the highest point of the roof. 7. , Total dead load of panels,supports, mountings, raceways and all other appurtenances weigh no X 0 more than one of the following. If YES, indicate which: X No more than three and one-half(3.5)pounds per square foot(PSF) El Frameless panels on at least 3/12 pitch roof weighing no more than four and one-half(4.5)PSF El Frameless panels on at least 5/12 pitch roof weighing no more than five(5.0)PSF 8. Supports for solar panels are installed to spread the dead load across as many roof-framing X 0 members as needed to ensure that at no point are loads in excess of fifty(50) pounds are created. 9. Attachment to the roof is specified by the mounting system manufacturer. X 0 10. Method and type of weatherproofing roof penetrations is provided X 0 11. Home is code compliant to setbacks and height,or code allows expansion of nonconformity for X 0 solar panels. 12. Panels are mounted no higher than the roof ridge or apex of roof(applies only to pitched 0 cognme,rits; -qgT—eext. Cli k hq&!t) r t .�,5J7L0ft1P&' E* If you answered yes to ala the above questions, no separate building permit is required. Created by the Evergreen State Solar Partnership v1.0 QUADRA ENGINEERING, SP 1630 WALNUT STREET P.O. Box 2094 PORT TOWNSEND, WA 98368 A (360) 379-9117; (360) 460-7311 cell htandersen@q.com i,nplenENGINEERING, SIP TANGELES—CO,Mstf T1,npl,"El !ans.spenirl- The Issua ance ot this permiI t,7-�A,flow these P cations and other dati not the building official John Fleming, PE from' thereafter reOP-ig, the corrP!,.';1n ot errors in 'May 28, 2014 Power Trip Energy Corp P!ans, specifications and other data, or from prellenting 83 Denny Avenue building operations L,'Ing carried or thereunder when in �s of this jurisdiction Port Townsend, WA 98368 yioi�tion of ail codes aT�'i By Dear Mr Fleming: Approval Date If - RE: Corn / Sandison Residence, 3713 Mt Angeles Road, Port Angelefff This is to report on my analysis of the Corn / Sandison residence roof system to satisfy City requirements for a licensed engineer's opinion on structural adequacy of this roof to support new solar panels. The roof must support a total gravity load of 43.4 pounds per square foot. This is from 25 psf snow load, the existing 15.4 psf dead load, and an additional 3 psf panel load. From Winborn Architects criteria I understand that the trusses were designed for 42 psf total load. Therefore, in my opinion, the roof system will support the required gravity load, including solar panels. Wind uplift loads at this location are roughly 30 psf. The roof has 2x6 trusses (at a 6:12 slope) with 24" spacing. The intent is to fasten mounting feet into the truss top chord using 24" spacing along the array perimeter and with 24" & 48" spacing in the field. This requires a 5/16" x 3" lag bolt, with minimum 1.5" penetration into the top chord, at all mounting locations. With this connection the roof is also capable of resisting wind loads on the solar panel array. Panel locations are shown on the roof framing plan you provided. You also provided panel details and manufacturers literature on the proposed Unirac mounting system. My engineering calculations are attached. Please note, these are consistent with requirements in the 2102 1 BC and ASCE Manual 7-10, Minimum Design Loads for Buildings and Other Structures. I trust that you will find this work satisfactory. However, if something additional is needed, please let me know. R pectfully; Harold T Andersen, PE STRUCTURAL ANALYSIS for INSTALLATION OF SOLAR PANELS ON AN EXISTING ROOF SYSTEM CORN / SANDISON RESIDENCE 3713 MT ANGELES ROAD PORT ANGELES, WASHINGTON 98362 4 pages total including this cover (Quadra Job No 14-08) prepared for: POWER TRIP ENERGY 83 Denny Avenue Port Townsend, WA 98368 (360)643-3080 prepared by: Quadra Engineering PO Box 2094 Port Townsend, WA 98368 360 379-9117 htandersen@q.com May 28, 2014 :—21T b 2 347 01' C/ST AL co Tr 4;2 C- 10 pL oz, V3 k--cUA L— 4 P�G) ck F:T- -2,0 I'Z C-1, sc .1. NO Al L 47. Q 4 Y, LL- 67 Lq f 0 Y, C t 0, 512 -IT kv-o L)Q fat� 0 V-N 1W Power Trip Energy Corp 83 Denny Ave Port Townsend, WA 98368 360-643-3080 Solar Panel Building permit application for: Corn-Sandison residence ----------- r Solar-Agent: . Johrifterning, PE,-1" Client Name: Joe Corn Et Maureen Sandison Utility: City of Port Angeles Electric utility Solar System Description: 12.1 kW SolarWortd Protect Acct#: 82775-156754 44 @ 275 watt modules, 2 @ Power One 6 kW inverters, Electric Vehicle charger Rev Met# E12497 Phone: (360)457-4508 Site Address: Mailing Address: Cell: (360)460-2229 3713 S Mt Angeles Rd 3713 S Mt Angeles Rd Email: allamojo@msn.com Port Angeles, WA 98362 Port Angeles, WA 98362 Directions to site: In Port Angeles, north on Race St for 0.9 miles, bear left onto S. Mount Angeles Rd for 0.8 miles, past Rook Dr, site is on left prior to Bent Cedars Way. Site is 9,100 feet from shoreline. Appendicies: Site plan PV array roof plan Roof framing with PV layout Elevations SolarWortd PV module specifications UniRac SolarMount PV module to roof attachment specifications QuickMount rack to roof attachment specifications Contacts: Architect: Mary Ellen Winborn, Winborn Architects, Port Angeles, 360-417-2068 Builder: Childers - Bukovnik Construction, Port Angeles, 360-452-9136, 360-457-6547 Building materials supplier: Angeles Millwork Et Lumber, Port Angeles, 360-457-8581 Truss manufacturer: Tri-County Truss, 11768 Westar Ln, Burlington, WA 98233, 360-757-8500 Array Analysis: PV Array modules: SotarWorld Sunmodute Protect SW 275 mono Surface area per module = (66"x 39.5")/144"/sf= 18.1 sf / module 46.7 lbs / (66"x 39.5"/144"/sf) = 2.6 psf dead toad / module 22 modules / array x 46.7 lbs = 1,027 lbs UL 1703 Design Load with 2 rails 113 psf downward allowed UL 1703 Design Load with 2 rails 64 psf upward allowed Solar Rails Et Racking: UniRac SolarMount, 0.9 lbs/linear foot WA code compliant for 50 psf Wind load allowed 45 psf Snow load allowed* QuickMount PV roof attachments: ICC - ES evaluation, tag bott 5/16" diameter x 2-7/8" embedment into Doug Fir 1.35 lbs each attachment 811 lbf uplift allowed 671 tbf lateral allowed 44 attachment points east array 48 attachment points west array Array, racking Et attachments dead load: 1,027 Ibs modules + (150' xO.9 Ibs/ft rait) + (48 x 1.35 lbs . I attachments) = 1,227 tbs Array, racking 8t attachments Distributed toad: 1,227 lbs / (22 modules x 18.1 sf / module) = 3.1 psf Total dead load of array, racking Et attachments: 22 module array x 18.1 sf / module x 3 psf= 1,195 Ibs Point dead load per attachment: 1,227 lbs / 44 attachments 27.9 Ibs / attachment Joe Corn&Maureen Sandison Solar Panel Building Permit, City of Port Angeles Page 1 of 9 Roof Description: Roofing: Composition shingles Roof pitch: 6:12, 26.6 degrees Height from ground to eave: ill Height from ground to ridge: 27' Mean roof height: 19, Truss capacity: Snow load: 25 psf 2x6 top chord: 10 psf Bottom chord: 7 psf Total truss capacity: 42 psf Actual loads- Snow load: 25 psf Comp. roof: 2.7 psf 15/32 OSB: 1.5 psf 30#felt: 0.3 psf Solar array: 3 psf Total top chord load: 32.5 psf, < 35 psf allowed, OK Gypsum wall board: 2.7 psf Insulation: I Ps Total bottom chord load: 3.7 psf Total truss load: 36.2 psf, < 42 psf allowed, OK Joe Com&Maureen Sandison Solar Panel Building Permit, City of Port Angeles Page 2 of 9 Pc�dnsr Trip rEncirgy Corp 83 Denny Ave Port Townsend, WA 98368 (360) 643-3080 www.powertripenergy.com Lic # POWERTE964JN Project: Corn-Sandison residence Date: 4/16/2014 Client: Joe Corn&Maureen Sandison Address: 3713 South Mount Angeles Rd,Port Angeles,WA 98362 (360)457-4508 System Description: 12.1 kW PV System 44*SolarWorld Protect 275 Watt modules&2 Power One 6 kW inverters Line Drawing: Solar Modules—Array on Inverter A—Power One house roof Aurora PVI-6000-OUTD-US. 12.1 kW PV Array Located on west wall of -Mounted on East&West attached garage.Max output: roofs. System DC 6,000 watts. Operating -44 SolarWorld Protect 275 — Disconnect A voltage: 240 V AC watt modules total On inverter A 22 SolarWorld Protect 275 watt modules mounted on East Inverter B-Power One roof connected to Inverter A Aurora PVI-6000-OUTD-US. -22 SolarWorld Protect 275 System DC Located on west wall of watt modules mounted on West Disconnect B attached garage.Max output: roof connected to Inverter B On inverter B 6,000 watts.Operating voltage: 240 V AC City of Port Angeles Electrical Utility Grid AC System Combiner Panel Located on West wall of attached garage- Port Angeles Electrical Utility Grid Net Meter Located on remote pedestal north of house near transformer by AC System Disconnect—Visibly Rook Drive Open&Lockable(Line) Meter#: E 12497 Located on West side of attached garage adjacent to PSE net meter. 2 g 200A Main Service Production Meter Line I Line 2 Panels (Load) Located on West 2 @ 200 Amps located on wall of attached West interior wall of garage. Load I Load 2 attached garage. Joe Corn&Maureen Sandison Solar Panel Building Permit, City of Port Angeles Page 3 of 9 Power Trip Energy Corp 83 Denny Ave Port TommsEnd, WA 98368 (360) 643-3080 www.powErtripenczrgy.com Lic # POWEFZTE964JN Project: Corn-Sandison residence Date: 4/16/2014 Client: Joe Corn&Maureen Sandison Address: 3713 South Mount Angeles Rd,Port Angeles,WA 98362 (360)457-4508 System Description: 12.1 kW PV System 44 SolarWorld Protect 275 Watt modules&2 Power One 6 kW inverters Project photos and notes: South Mount Angeles Road Proposed PV Array on 2 roofs West rooi iv' i A k East roof PV array Driveway A Site Plan If FP' 'N Vi�''N�"01 MR 010011,1�,'g T 1-1 ..Q�y IIW 4,Dk- Joe Corn&Maureen Sandison Solar Panel Building Permit, City of Port Angeles Page 4 of 9 roof pitch rientation eave 'ro Ori ,Ridge ............. East wall of Corn-Sandison residence 3713 S Mt Angeles Rd Chimney -'41 90- 221 2" Port Angeles, WA 98362 92% sun!;""' 12'.8" 96% sun 01 South 22 PV modules 12' 5" @ 275 Watts each 6,050 watt array v 151 4" 96% sun (05-00 9 Em fth,�!Iffl@oldd Fly @n Ga,(tftF[n-o4--On 0,)(M T@@V ............ soui 93%sun West facing roof plane of Corn-Sandison residence 1711 S MI Angeles RI Port Angeles, WA 98362 — Chimney 2 16' 4" sun 4' Ridge 2CTroof pitch 270*orientation # 22 PV modules @ 275 watts each 87%sun 93%sun 6,050 watts array .00 9 hm Ricoh.- ffl,Oo[Fodd IPW 2yAw" R@Oo-9 Fla, H Q)n (P-'*)FAwq NnM Va.dflg F@00 V Joe Corn & Maureen Sandison Solar Panel Building Permit, City of Port Angeles Page 5 of 9 1�'Ile J! Typical Module layout Module-22 with rail per roof,44 placement and location of 41 4,1 total QuickMount attachment points to roof framing trusses A- d� 1- 43 -oof West i QuickMount points,4' attachment maximum Y spacing,2 per X I'-I< rail minimum SOUTH !il-� 2 rails Lr R per mo dule (WA g T SINT 6 Building plans of Roof Framing, overlaid with solar PV system roof racking, proposed attachment points and PV modules West PV array roo East PV array roof' F-T-1 El South Elevation from building plans Joe Corn & Maureen Sandison Solar Panel Building Permit, City of Port Angeles Page 6 of 9 West roof East roof proposed for proposed for PV Array PV array South Elevation, access off South Mount Angeles Road. West roof East roof for proposed for PV proposed PV array array man North Elevation as viewed from Rook Drive Joe Corn &Maureen Sandison Solar Panel Building Permit, City of Port Angeles Page 7 of 9 Phase 2 inverters location. This Phase I inverters interior wall space occupied location by 2 circuit breaker panels inside garage. West garage elevation: Leave space for 2 future inverters to double PV system size '49 4W F East roof for 22 PV modules, viewed from ridge looking east MOW9 ON West roof for 22 PV modules viewed from ridge looking west Joe Corn&Maureen Sandison Solar Panel Building Permit, City of Port Angeles Page 8 of 9 Roof Truss framing Trusses viewed from Master Bedroom to n n rth 4L 0099 16 Truss at top of wall, screened bird blocking Joe Com&Maureen Sandison Solar Panel Building Permit, City of Port Angeles Page 9 of 9 T. INNOVATIONS FOR LIVING' PROPINVI-77 PINK@ Fiberglas Unbonded Loosefill Insulation PROPINK@ L77 PINK@ Fiberglas' Unboncled Loosefill Insulation is designed to 7- be mechanically blown into attics but may also be applied in the exterior walls or enclosed cavities of new or existing construction.The product consists of JPROPINK L77 unboncled fiberglass insulation material packaged in bags. Technical Data-�� Nominal bag weight:33 lbs. R-value* Bags Per 1,000 ft? Maximum Net Coverage Minimum Weight/ft? Minimum Thickness(in) Minimum Settled Thickness' R-13 5.5 182.9 0.180 4.75 4.75 R-19 8.1 124.2 0.266 6.75 6.75 R-22 9.4 106.3 0.311 7.75 7.75 R-26 11.2 89,6 0.368 9.00 9.00 R-30 13.0 77.0 0.428 10.25 10.25 CR-38_) 16.8 59.5 K�o-55j 12.75 12.7S -7-4-4 20.1 49.8 0.662 14.75 14.75 R-49 22.6 44.2 0.747 16.25 16.25 R-60 28.S 35.1 0.9 0 19.SO 19.50 Technical Data-Walls R-value* Minimum Thickness Installed Density Lbs./ft.' Max.Coverage Per Bag Bags Per 1,000 ft.2 Min.Weight lbs./ft.1 13 3.5(2x4) 1.3 87.0 11.5 0.379 is 3.5(2x4) 1.5 75.4 13.3 0.438 21 5.5(2x6) 1.3 55.4 18.1 0.596 24 5.5(2x6) 1.8 40.0 25.0 0.825 Technical Data-Floors R-value* Minimum Thickness Installed Density Lbs./ft.' Max.Coverage Per Bag Bags Per 1,000 ft.' Min.Weight lbs./ft.' 31 2x8 1.4 39.0 25.6 0.846 39 2x10 1.4 30.6 32.7 1.079 48 "XI2 1.5 23.5 42.6 1.406 Technical Data-Cathedral Ceiling R-value Minimum Thickness Installed Density Lbs./ft.1 Max.Coverage Per Bag Bags Per 1,000 ft.' Min.Weight lbs./ft.2 28 M 1.3 42.0 23.8 0.785 36 2xI0 1.3 32.9 30.4 1.002 44 2x12 1.3 27.1 36.9 1.219 1.This product shows negligible settling. Unisol volu-Matic III machine was used to determine the coverage information above.The machine was set up in 3rd gear,with a 75%open gate and a 3"hose,blowingthe wool out in a 10'arc, *R-values differ.Find out why in the seller's fact sheet on R-values.Higher R-value means greater insulating power. Surface Burning Characteristics/Building Code Construction Classification Flame Spread Smoke Developed ICC 0 0 All Types This product conforms to the product requirements ofASTM C764 Type 1. R-values are determined in accordance with ASTM C687. Conforms to Department of Energy material standards. Passes the requirements ofASTM E136 and is considered noncombustible by the model building codes. This product is non-corrosive,does not absorb moisture and does not support mold growth, Conforms to the quality standards ofthe state ofCalifornia. 7 ThermaGlas' Fiber Glass Loosefill Insulation INNOVATIONS FOR LIVING' with PureFiberl Technology Technical Data Nominal bag weight:-35 lbs, Min.Bags Per Max.Coverage/ Minimum Weight/ Minimum R-Value* 1,000 ft.2 Bag ft 2) Sq.Ft.(lbs.) Thickness(in) 6.9 145.3 0,240 4 Vi 13 8.1 123.5 0.283 5 19 J 2.1 82.4 0.425 7!/, 22 13.8 72.7 0.482 8 V� 26 16.2 61.8 0.567 10 30 19.0 52.6 0.666 11 Y. 23.9 41.9 (-0.8�6j 14Y4 40 25.1 39.8 0.878 1 SY, 44 27.9 35.8 0,978 17�4 49 30.8 32.5 1.077 19 *The higherthe R-value,the greaterthe insulating power.Askyour sellerforthe fact sheet on R-values. ThermaGlasO Fiber Glass Loosefill Surface Burning Characteristics/Building Code Construction Classification Insulation is an alternative to roll Flame Spread Smoke Developed ICC or batt insulation in attics, new 5 All Types construction and retrofit applications. ThermaGlas"fiber glass loosefill insulation conforms to the product requirements ofASTM C764 Type I (pneumatic application). R-values are determined in accordance with ASTM C687 and ASTM C518.(See chart above). Conforms to Department of Energy material standards. Passesthe requirements of ASTM E136 and is considered noncombustible bythe model buildingcodes.This product is non-corrosive,does not absorb moisture and does not support mold growth. Conforms to the quality standards of the state of California. raft-R-matel Attic Rafter Vents Specifications Dimensions 223'x 48" -Air Channel Depth' 1.5" Net Free Air Flow' 22.3 sq.inches Material Extruded Polystyrene 1. Underwriters Laboratories,Inc.Classified Product-see Certificate U-210 Packaging Vents per Carton 75 pc Cartons per Pallet 12 ct -Vents per Pallet 900 pc -Vents per Truck 21,600 pc raft-R-mateO attic vent is an extruded polystyrene foam vent designed to assure unrestricted airflow from the soffit to the ridge vent by preventing attic or rafter cavity insulation (batt or blown) from covering eave or soffit vents, or from expanding to fill the code required air space for roof ventilation. raft-R-matee Vent is now designed with a hinge to allow it to be attached to the exterior wall top plate and roof deck, blocking insulation from clogging the soffits while getting the highest possible R-value at the eaves. 9 Sunmodule;,"' ProtectSW` 275mono Ammill t= TUV Power controlled: 4� T0vRh-w--d Lowest measuring tolerance in industry A Exceptional weather resistance and robustness LkDesigned to withstand heavy accumulations of snow and ice Sunmodule Protect: Positive performance tolerance World-class quality Fully-automated production lines and seamless monitoring of the process and material Q..Iffi.d,IEC M 215 S_,y tested.IEC 61730 9 tested ensure the quality that the company sets as its benchmark for its sites worldwide, 131—mg...d Innovative glass technologies make extremely weather-resistant and robust solar mod- ules possible.The Sunmodule Protect offers higher mechanical resilience and a longer t`E'�'Ml service life,and still weighs the same as the Sunmodule Plus. CCUS UIL 1703 The positive powertolerance guarantees utmost system efficiency.Only modules achiev- ing or exceeding the designated nominal power in performance tests are dispatched.The IS09001 power tolerance ranges between-0 Wp and+5 Wp. IS014001 SoiarWorld is setting new standards with the ground-breaking 30-year linear perfor- Certified mance guarantee:a maximum degradation of just 0.35%p.a.provides guaranteed mod- ule performance of 90%after 21 years,and 86.85%after 30years. smnplvg� NHXHNH� Linear performance guarantee Linear performance guarantee for SolarWorld Sunmodule Protect Linear performance guarantee for SolarWorid Sunmodule Plus MADE IN USA Competitor's tiered performance guarantee 97, Performance guarantee 90%............................. ........ .................................... 00 86.95%...................................................................................... .................................... 80%— a 0% 1 5 10 15 20 25 30 Years SOLARWORLD In accordancewith the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty solarworld.corn We turn sunlight into power. Sunmodule;�-/ ProtectSW` 275mono PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/M2,NOCT,AM 1.5 -Maximum power P- 275 Wp Maximumpower P- 205.0 Wp Open circuit voltage Vo� 39.4 V Open circuit voltage Yo� 36.1 V -Maximum powerpoint voltage vmpp 31.OV Maximum power point voltage VMP� 28.4 V -Short circuit current 9.58 A Short circuit current 1,, 7.75 A Maximum power point current I— 8.94A Maximum power point current I-P, 7.22 A STC:1000 W/m�,2S'C,AM 1.5. Minor reduction in efficiency under partial load conditions at 25*C:at 200 W/m�,100% )Measuring tolerance(P...)traceable to TUV Rheinland:+/-2%(TUV Power Controlled) (+/-2%)ofthe STC efficiency(1000 W/m2)is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS -NOCT 46'C Cells per module 60 Tc J,, 0.004%/K Cell type Mono crystalline _Tc., -0.30%/K Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) Tc P�. -0.45%/K Front Tempered glass(EN 12150) -operating temperature -40*C to 85'C Frame Clear anodized aluminum Weight 46.7 lbs(21.2 kg) 1000 W/M2 SYSTEM INTEGRATION PARAMETERS F_ 800 W/M2 Maximum system voltage IEC SCH 1000 V Maximum system voltage UL 600 V 600 W/M2 Maximum reverse current 16A Number ofbypass diodes 400 W/ml P! do- UL Design Loads* Two rafi system 'f f nwa A�rd PS up_. 64 psf p..,d 77-N UL Design Loads* Three rail system 200 W/M2 ar 100W/m2 64psfupward IEC Design Loads' Two rail system 113 psfdownward 50 psf upward V. Please refer to the Sunmodule installation instructions for the details associated with Module vokage M these load cases. 4 37.44(951) ADDITIONAL DATA \�k Powersorting' -OWP/+SWP 11.33(288) J-Box IP65 Connector MC4 Module efficiency 16.40% Fire rating(UL 790) Class C 41.30(105 Version 65.94(167S) 2.5 frame N W1 Indepen.dently created PAN files now available. bottom mounting Ask holes your accou nt manager for more information. x4 4.20(107)t 39.41(1001 122(31) tAll units provided are imperial.Sl units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. SW-01-604SUS 08-2013 w Sunmodule;�/ " Benutzerinformation - Quick Guide for Users - Indicaciones para el usuario - informazioni per l'utente - Informations pour l'utilisate-ur - ""Jebrulkersinformatie - nxqpoq)op�Eq Xph,GTn Informace pro u2ivatele - 4 'Q "Fit 4! t Y,' Mq- "n"r 17 11/2010 Sunmodule Plus SW xxx poly Sunmodule Plus SW xxx Compact poly Sunmodule Plus SW xxx mono Sunmodule Plus SW xxx Compact mono SOLAR ORLD ,N w,.,v.so I a rwo ri d.com DANGER! AElectric shock Suitable ambient conditions The connection of several modules in series results in the adding up of voltage The module is intended for use in moderate climatic conditions.The module Must and imposes danger..Do not insert electrically conducting parts into connectors! not be exposed to focused light.The module must neither be immersed in water Do not fit solar modules and wiring with wet connectors! Make Sure to work nor be exposed to continuous wetting(e.g.by fountains).Exposure to salt or sulfur with drytools and under dry working conditions! (sulfur sources,volcanoes)implies a risk of corrosion The:-nLdLlle must not be used AWork on live parts for maritime(e.g.boats)or auiomotive(vehicles)pui poses.The module must not be When working on wiring,use and wear protective equipment(insulated tools, exposed to extraordinary chemical loads(e.g.emissions from manufacturing plants). insulated gloves,etc.)l if the modules are installed on stables,a distance of I rn to ventilation openings shall be ensured;apart from this,the modules shall not be used as a direct roof panel on stables. WARNING! AArcing Appropriate installation situation Modules generate direct current�DC)when exposed to light.When breaking a Make surethatthe module meets the technical requirements ofthe overall system. closed circuit,a dangerous arc may be generated.Do not cut any live vvires. Other system components should not exert any adverse mechanical or electrical LINSafe installation influences on the module. Modules may hend under high loads. For this reason *-'Do not carry out installation work in strong winds.Secure yourself and other sharp-edged fixing elements or other sharp objects(e.g.cable ties on mounting sec persons against falling,Secure work materials against dropping.Ensure a safe tions must not be mounted nearthe module back side.Forconnection in series,only working environment so asto preventaccidents. modules of the same amperage rating,for connection in parallel,only modules of AFire protection/explosion protection the same voltage ranging may be used.The modules must not be operated at a big- Modules must not be installed in the vicinityof highly flammable gases,vapors her voltage than the permissible system voltage.The inside opening of the frarne or dusts(e.g.filling stations,gas tanks,pairt spraying equipment).The safetv corner element is intended for water drainage and must not be closed,For system instructions for other system components must also be followed.Make sure to documentation,please note the serial numbers. comply with local standards,building regulations and accident prevention regu- lations during installaiion For roof Installation,modules must be mounted on a Optimum installation fi(e-nesistant base material. In order to avoid performance losses, all modules connected in series should be arranged with the same orientation and tilt angle.The modules should be installed ATTENTION in an all-season shadow-free area. Even partial shadowing results in yield losses Do not use dap-aged modules.Do riot dismantle modules Do not remove any and is to be avoided.Ventilation ofthe module back side will prevent heat build-up .parts or nameplates fitted bythe manufacturer.Do not apply paint oi adhesives adversely affecting performance. on the back side,nor work on it with sharp objects. Mounting The modules must be securely fixed at a mimmurn of 4 locations on the substruc- S�g M T 0 u he In t 0 'In d u g nn 'e m e e ed a n 'n 0 4 a ns n the u's'r c a a ea or fi x lr Ig a a e I m od u ie o lx ln g the a le,fro_ Cl to r ea c b 2, l"to t he fi a=1 � x t m rn u' f I oc uo 0 s x T b e s'6 e'�gna t ed a, 'f Unpacking and intermediate storage ture. Fixing is only allowed in designated areas.These de nated areas for fixing Do not use thejunction box as a handle.Do not place modules roughly on hard floo are located on the module long sides.They are located between 1/8 of the Module c or on their corners.Do not place modules on to ofeach other.Do not step or stand a length and 1/4 of the module length,measured from the module corner.Fixing the j' ,s P, modules,Do not place any objects on modules.Do not work on modules with shar module on its narrow sides is not sufficient.As regards clamping the modules from ffi objects�store modules in a dry place. the front,the clamping area on the module frame must be at least 130 mm,for each f , 0 0 un , t d I I fixing point.The required clamping force is 100 N/mm2.Do not drill any holes into the c Grounding of module and frame Crnodule.Use corrosion-proof fixing material. We recommend ensuring the functional grounding of the module metal frame.If r:, : an exterior lightning protection system is already provided,the PV system has to be Electrica connection integrated into the protection concept against direct lightning stroke. Local stan- The modules are provided with facto ry-asse m bled cables and connectors.Do not dards shall be observed. open thejunction box in any case.Connectors may only be connected under dry con- ditions.Make sure to avoid gaps in a plugged connection.Only singlecore solar cables Grounding in the US and Canada with an adequate cross-section(4 mm'minimum)and appropriate connectors may The modules can be connected to the grounding holes using a lay-in lug and a sok- be used for connecting the modules.Cables should be attached to the installation ket head cap screw.We recommend using the components as listed below.Any UL system by means of UV-resistant cable ties. Exposed cables should be protected approved PV grounding method and components are also acceptable in the US and against sunlight and damage by suitable precautions(e,g.conduits)In orderto limit Canada. voltages released by indirect lightning shock,the area of all conductor loops must be reduced to a minimum.Check that wiring is correct(polarity!)prior to starting Table:Recommended components for grounding in the US and Canada the generator, Manufaurer/Descri t,on Tighteningtorclue f in Cleaning Lay-In lug Isco CBL-4DB(E344, 35 lb 14-6 AWG sti On principle,the modules do not need any cleaning if the tilt angle is sufficient 25 lbf-in,8 AWG sti (>15';self-cleaning by rain).In case of heavy contamination,we recommend cleaning 120 lbf-in,10-14 AWG sol/str the modules with plenty ofwater(hose)without the addition of cleaning agents but — —____ a ppi ication of a soft clea ni ng d evice(spo nge).N ever scra pe or ru b off d irt;th is may Fl�24 5/8', S 18-8 T2,b fTn(7 0 IN rr�) Socket head cap screw result in micro-scratches. Underwriters Laboratories Information(U.S.and Canada) Maintenance The solar module electrical characteristics are within+/-10%ofthe module label indi- We recommend regular inspections of the system to ensure that: cated values of Isc,Voc and Pmpp under Standard Test Conditions(irradiance of 100 1.All fixtures are securely tightened and corrosion-free; mW/cm:,AM 1.5 spectrum,and a cell temperature of 25*C/77'F).Under normal con- 2.Wining is securely connected,properly arranged and free of corrosion; ditions,a photovoltaic module is likely to experience conditions that produce more 3.Cables are free of damage; current and/or voltage than reported at standard test conditions.Accordingly,the Please also observe applicable standards. values of Ise and Voc marked on this module should be multiplied by a factor of 1.25 when determining component voltage ratings,conductor capacities,fuse sizes,and Disclaimer of liability size of controls connected to the PV output.Refer to section 690-8 of the Natio- SoiarWorld AG does not guarantee the operational capability and functionality nal Electric Code(NEC)for an additional multiplying'actor of 125%(80%cle-rating) of modules if the instructions contained in the present user information are not which may be applicable. over-current protection shall be in accordance with the complied with.Since compliance with this guide and the conditions and methods requirements of Article 240 of the NEC. Conductor recommendations: 8-14 AWG of installation,operation,use and maintenance of the modules are not checked or (1.5-10 mr-n2)USE-2(nonconduit)/THWN-2(conduit),90oC wet rated.Cable conduits monitored by SolarWorld AG,SolarWarld AG accepts no liability for damage arising should be used in locations where the wiring is accessible to children or small ani- through improper use or incorrect installation.operation,use or maintenance.Fur mals.Modification or tampering of diodes by unqualified personnel is not permit- thermore,liability for infringements of patent law or of other third party rights ari- ted.Please consult a SolarWorld Service Center for additional information regarding sing from the use of the modules is excluded unless we are automatically liable by diode ieplacement/repair. law. To reduce the operating temperature the module has to be mounted on any surface with a minimum distance of4 inches(1cm). In Canada the installation shall be in accordance with CSA C22.1,Safety Standard for Electrical Installations,Canadian Electrical Code,Part 1. PE � | � ! | � | ! / ! �! | � XL i � � | ' —~--� | ---� | | | | | | � � | ! | ! ! ! | ' 7Ll ! | XL Ys L % L | | —~ ! | U ^^ m souwvodums so|awvonuKorea Ltd. MattinLuthrrKing-Str.24 Gangnam Finance Center,l5 F 53175 Bonn Ycoksam'dong,Gangnam'go' Seoul, korea 135925 Germany coo ' Phone:+4922D559ZO0 Phone:+82Z21lIl871 pox. +49I285592099 Fax: +82221121849 � sery icc@ soianworW.d e ervice@)sn|anwodg'korea.com www.so\anwor|dde wwwsn|anworid'korea.com su|awvodu/o6rica S.L. solawvnndAsia Pacific Pte.Ltd. [/LaGmnjal5,B|oque8l`B 72BcndcmeerRoad Z8l0X4|cnbendas'Madrid #O7-0lHiapHuatHousrm Spain 339941 Singapore ' Phone:+349l4905,`99 Singapore Fax: +349l6574968 Phone:+65584Z]D86 , semicr@so|anwor|d.cs Fax: +65684I3887 wwwso|anwnr|d.rs scrvicc@so|anwo/|d.sA www.so)orwodd.sg SolarWmNFrance SAS Hotel de| Entrrprise 31.rue solawvoddAfrica Pty.Ltd. Gustave Eiffel 380OGrenoble 20th Floor Francc lThibault Square Phone:+33(4)582l0O}O Kvpstadt'800l Fax. +B(4)3821O059 South Africa scrvicc@so|vrwo'|dfr Phone:+I7Zl4ZlDO01 www.so}anwurid.fr Fax. +Z72142l8OO2 �mi�@�|a� odd��i�zu� smawvoddca|dom�mc vvvv%,v.solanyodd-africacu 465OAdohrLane Camarillo,[4930I / USA Phone:+l 8053886200 Fax: +1805388639� � �� ,enioz(�so|anwor|d-usaz �� om Orh0 A R L D www,so|a/wmrW'usa.com ww,^m|a,*mnu.u,m James A. Marx,Jr.P.E. 10 High Mountain Road Ringwood,NJ 07456 E-mail:jamlight@verizon.net March 3,2012 Unirac, Inc. 1411 Broadway Blvd.NE Albuquerque,NM 87102 To: Building Department or Others: RE: Engineering Certification for UniRac SolarMountTm Universal PV Module Mounting System Dear Sir: I have reviewed Unirac SolarMountTm"Code-Compliant Installation Manual 227.3",and certify that the information and results are accurate. To determine the design level forces, the appropriate wind speed shall be determined as prescribed by local jurisdiction requirements and applied in accordance to the Washington State Building Code that references International Building Code-2009 or International Residential Code-2009 and ASCE 7-05. Unirac's Manual 227.3 utilizes ASCE 7-05 for which Unirac Table 2 is based upon,and that is dependent upon conditions of spatial form,height and other structure parameters that are specified in the code provisions for determining the applied wind loading pressures imposed onto the Unirac SolarMountTm rails supporting solar panels.The SolarMountTm railing and anchorage requirements for the installation are properly represented in the Installation Manual 227.3. For other conditions,the determination of wind pressures should be determined by the aforementioned International Building Code—2009 and ASCE 7-05 procedures. The International Building Code requires that wind loading be determined based upon ASCE 7-05 Simplified Method 1 or ASCE 7-05 using Method 2,that which is dependent upon conditions of spatial form, height and other structure parameters that are specified in the code provisions for determining the applied wind loading pressures imposed onto the Unirac SolarMountTm rails supporting solar panels. James A. Marx,Jr.P.E. Page 2 of 2 The design verification is based on: 1. ASCE7-05—ASCE Standard 11. "Steel Construction Manual," 13th Ed.,American Institute of Steel Construction,Chicago,IL,2005. 111. "Aluminum Design Manual", The Aluminum Association, Washington D.C., 2005. IV. Mechanical Properties and Static Load Testing of Unirac extruded rails and related components obtained from Dr. Walter Gerstle,PE,Department of Civil Engineering,University of New Mexico,Albuquerque,NM Use: Unirac SolarMountTm is evaluated for use in locations where wind pressure reguirements do not exceed 50 r)sf or snow load conditions do not exceed 45 psf ground snow loads. For loading in excess of either of the above stated conditions, Unirac,Inc. should be contacted for suitability of installation. By this letter, I certify that the Unirac SolarMountTm assembly,when installed in accordance with the Installation Manual 227.3 will meet the requirements of the building codes adopted by State of Washington. Others should evaluate the structure to which the Unirac SolarMountrm system is to be connected on a case-by-case basis,per Part I— Installer's Responsibilities of the Installation Manual,to ensure its adequacy to accept attachments and to support all applied loadings per the building code. Please call me if you have any questions or concerns. Sincerely, N N A 1". James A.Marx,Jr.PE 'ej-b. 2,281 WA Professional Engineer License No. 28281 C1\ 'No J. .. EXPIRES -7 1/ cc:Jarnes Madrid,Unirac,Inc. 412&14 Unirac-Eng ineering Report-6d4Ob49c ,op C) Engineering Report OF U N � RAC, AH1MGflGUPCOrQPWY Project TitLe: None ApriL 25, 2014, 2:23 p.m. Project ID:6d4Ob49c Name: SOLARMOUNT Address: 6 - 27S Watt Panels City,State: Port Angeles,WA 98362 Module: SoLarWorLd SW 275-Version 2.5 frame 108 ft2 275 Watts 1.7 KWs Engineering Report ?I Plan Review Inspection Roof Point Load Up: 249 Lbs Maximum Rail Span (Zone 46" Selected Rail Span: 24" Roof Point Load Down: 237 Lbs Product: SCLARMOUNT Module Manufacturer: SoLarWorLd Total Number of Modules: 6 Model: SW 275-Version 2.5 Total KW: 1.7 KW frame Rows/ Columns: I/6(no gaps) Module Watts: 275 watts NS Dimension: -65.9 in Module Length: 65.94 EW Dimension: -244.5 in Module Width: 39.41 Loads Used for Design Module Thickness: 1.22" Wind Speed: 130 mph Module 0 ri entati on: Portrait Ground Snow Load: 25 psf Maximum Rail Cantilever: 8.00* Wind Exposure: C Expansion Joints: Every 40' Rails Direction: EW Loads Determined by Zip Roof Pitch: 7-27' City, State: Port Angeles,WA Roof Type: Shi ngLe Wind Speed: 85 mph Ground Snow Load: None psf design.unirac.com/tool/projecVsolarniourYV6d4Ob49ct# 4/25114 Unirac-Eng ineering Report-6d4Ob49c nr sclu Engineering Report CDs U N �U\Ar-lv C A HIMGROUPCOMPAM Project Titte: None ApriL 25, 2014, 2:28 p.m. Project ID:6d4Ob49c Name: SOLARMOUNT Address: 4 - 275 Watt Panels City,State: Port Angeles,WA 98362 Module: SoLarWodd SW 275-Version 2.5 frame 72 ft2 275 Watts 1.1 KWs Engineering Report CO L VK 13'S PLan Review Inspection Roof Point Load Up: 249 Lbs Maximum Rail. Span (Zone 46" Selected Rail Span: 24" Roof Point Load Down: 237 Lbs Product: SOLARMOUNT Module Manufacturer: SoLarWorLd Total Number of Modules: 4 SW 275-Version 2.5 Total KW: 1.1 KW Model: frame Rows/ Columns: 4/1(no gaps) Module Watts: 275 watts NS Dimension: -263.8 in Module Length: 65.94 EW Dimension: -42.4 in Module Width: 39.41 Loads Used for Design Module Thickness: 1.22 - Wind Speed: 130 mph Module 0 ri entati on: Portrait - Ground Snow Load: 25 psf Maximum Rail Cantilever: 8.00' - Wind Exposure: C Expansion Joints: Every 40' Rails Direction: EW Loads Determined by Zip Roof Pitch: 7-27* - City, State: Part Angeles,WA Roof Type: Shingle - Wind Speed: 85 mph - Ground Snow Load: None psf desig n.unirac.corriftool/projecVsolarmounV6d4Ob49cI 4/25114 Unirac-Engineering Report-6d40b49c [900 Engineering Report Ell-ell U N � R&'�� C A H IM GROUP COMPAW Project TitLe: None ApriL 25, 2014, 2:30 p.m. Project ID:6d4Ob49c Name: SOLARMOUNT Address: 24 - 275 Watt Panels City,State: Port Angeles,WA 98362 Module: SolarWorLd SW 275-Version 2.5 frame 433 ft2 275 Watts 6.6 KWs Engineering Report Ptan Review Inspection Roof Point .Load Up: 309Lbs Maximum Rail. Span (Zone 60" Selected Rail Span: 48" Roof Point Load Down: 398 Lbs Product: SOLARMOUNT Module Manufacturer: SoLarWorLd Total Number of Modules: 24 Model: SW 275-Version 2.5 TotaL KW: 6.6 KW frame Rows/ Columns: 4/6(no gaps) Module Watts: 275 watts NS Dimension: —263.8 in Module Length: 65.94 EW Dimension: —244.5 in Module Width: 39.41 Loads Used for Design Module Thickness: 1.22" Wind Speed: 120 mph Module 0 ri entati on: Portrait Ground Snow Load: 25 psf Maximum Rail Cantilever: 16.00' Wind Exposure: C Expansion Joints: Every 40' Rails Direction: EW Loads Determined by Zip Roof Pitch: 7-27' City, State: Port Angeles,WA Roof Type: Shingle Wind Speed: 85 mph Ground Snow Load: None psf desig n.unirac.con-dtool/proj�solarmounY6d4Ob49cI SSOLAR MMOUNT Code-Compliant Installation Manual 227.3 For ASCE 7-05 or ASCE 7-10 U.S.Des.Patent No.D496,248S,D496,249S. Other patents pending. M Table of Contents i.Installer's Responsibilities .................................................................2 Part L,Procedure to Determine the Design Wind Load...........................................3 Part 11.Procedure to Select Rail Span and Rail Type..... .......................................24 Part Ill.Installing SOLARMOUNT [3.1.] SOLARMOUNT rail components.............................................29 L3.2.]Installing SOLARMOUNT with top mounting clamps ...........................30 [3.3.]Installing SOLARMOUNT HD with bottom mounting clips.......................36 [3.4.]Installing SOLARMOUNT with grounding clips and lugs.........................40 soon U N I RAC A HILTI GROUP COMPANY Uniracwelcomes input concerning the accuracy and user-friendliness ofthis publication.Pleasewrite to publications@unirac.com. UNIRAC Unirac Code-Compliant Installation Manual SolarMount L Installer's Responsibilities Please review this manual thoroughly before installing your SOLARMOUNT is much more than a product. SOLARMOUNT system. It's a system of engineered components that can be assembled This manual provides(1)supporting documentation into a wide variety of PV mounting structures.With for building permit applications relating to Unirac's SOLARMOUNT you'll be able to solve virtually any PV module SOLARMOUNT Universal PV Module Mounting system,and mounting challenge. (2)planning and assembly instructions for SOLARMOUNT It's also a system of technical support:complete installation SOLARMOUNT products,when installed in accordance with and code compliance documentation,an on-line this bulletin,will be structurally adequate and will meet SOLARMOUNT Estimator,person-to-person customer the structural requirements of the IBC 2009 and IBC 2012, service,and design assistance to help you solve the toughest ASCE 7-05,ASCE 7-10 and California Building Code 2013 challenges. (collectively referred to as"the Code"). This is why SOLARMOUNT is PVs most widely used mounting system. The installer is solely resl2onsible for: - Complying with all applicable local or national building codes, including any that may supersede this manual; - Ensuring that Unirac and other products are appropriate 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 all code level loading conditions (this total building assembly is referred to as the building structure); - Using only Unirac parts and installer-supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); - Ensuring that lag screws have adequate pullout strength and shear capacities as installed; Verifying the strength of any alternate mounting used in lieu of the lag screws; Maintaining the waterproof integrity of the roof,including selection of appropriate flashing; Ensuring safe installation of all electrical aspects of the PV array; Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation.Parameters, such as snow loading,wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. 2 SolarMount Unirac Code-Compliant Installation Manual gain-UNIRAC N07E-Ifyou have run our U-Builder at www.design.unirac.coryVtooVproject�_iykfolsolarmounrl�pitched=tme turn to page 29for installation instructions. Part 1. Procedure to Determine the Design Wind Load [1.1.1.1 Using the Simplified Method -ASCE 7-05 The procedure to determine Design Wind Load is specified wind loads may be obtained by applying Method Il from ASCE by the American Society of Civil Engineers and referenced in 7-05.Consult with a licensed engineer if you want to use the International Building Code 2009. For purposes of this Method II procedures. document,the values,equations and procedures used in this The equation for determining the Design Wind Load for document reference ASCE 7-05,Minimum Design Loads for components and cladding is: Buildings and Other Structures. Please refer to ASCE 7-05 if you have any questions about the definitions or procedures Pnet(Psf)=AKztIPnet3o presented in this manual.Unirac uses Method 1,the Simplified Method,for calculating the Design Wind Load for pna(psf)=Design Wind Load pressures on components and cladding in this document. The method described in this document is valid for flush, A=adjustmentfactorfor building height and exposure category no tilt,SOLARMOUNT Series applications on either roofs or walls.Flush is defined as panels parallel to the surface(or with Kzt=Topographic Factor at mean roofheight,h(ft) no more than 3"difference between ends of assembly)with no I=Importance Factor more than 10"space between the roof surface,and the bottom of the PV panels. Pnet3o(PSO=net design wind pressurefor Exposure B,at height This method is not approved for open structure calculations. 30feet,I=1.0 Applications of these procedures is subject to thefollowing ASCE 7-05 limitations: 1.The building height must be less than 60 feet,h<60. See You will also need to know the following information: note for determining h in the next section. For installations on structures greater than 60 feet,contact your local design Basic Wind Speed=V(mph),the largest 3 second gust ofwind in professional. the last SO years. 2.The building must be enclosed,not an open or partially h(ft)=total roofheightforflat roofbuildings or mean roofheight enclosed structure,for example a carport. forpitched roofbuildings 3.The building is regular shaped with no unusual geometrical RoofPitch(degrees) irregularity in spatial form,for example a geodesic dome. 4.The building is not in an extreme geographic location such This manual will help you determine: as a narrow canyon or steep cliff. Effective Wind Area(sf)=minimum total continuous area of 5.The building has a flat or gable roof with a pitch less than 45 modules being installed(Step 2) degrees or a hip roof with a pitch less than 27 degrees. 6.If your installation does not conform to these requirements RoofZone=the area ofthe roofyou are installing the pv system please contact your local Unirac distributor or a local according to Step 3. professional engineer. RoofZone Dimension=a(ft)(Step 3) If your installation is outside the United States or does not meet all of these limitations,consult a local professional Exposure Category(Step 6) engineer or your local building authority.Consult ASCE 7-05 for more clarification on the use of Method I.Lower design [1.1.2.1 Using the Low Rise Buildings (Simplified) -ASCE 7-10 The procedure to determine Design Wind Load is specified no tilt,SOLARMOUNT Series applications on either roofs or by the American Society of Civil Engineers and referenced in walls.Flush is defined as panels parallel to the surface(or with the International Building Code 2012 and California Building no more than 3"difference between ends of assembly)with no Code 2013. For purposes of this document,the values, more than 10"space between the roof surface,and the bottom equations and procedures used in this document reference of the PV panels. ASCE 7-10,Minimum Design Loads for Buildings and Other This method is not approved for open structure calculations. Structures. Please refer to ASCE 7-10 ifyou have any Applications ofthese procedures is subject to thefollowing questions about the definitions orprocedures presented in ASCE 7-10 limitations: this manual.Unirac uses Part 2,The Simplified Method,for low rise buildings to calculate the Design Wind Load for 1.The building height must be less than 60 feet,h< 60. See pressures on components and cladding in this document. note for determining h in the next section. For installations The method described in this document is valid for flush, on structures greater than 60 feet,contact your local design professional. Ng' 3 iFUNIRAC Unirac Code-Compliant Installation Manual SolarMount 2.The building must be enclosed,not an open or partially The equation for determining the Design Wind Load for enclosed structure,for example a carport. components and cladding is: 3.The building is regular shaped with no unusual geometrical irregularity in spatial form,for example a geodesic dome. Pnet(PSO=AKztPnet3O 4.The building is not in an extreme geographic location such Pnet(psf)=Design Wind Load as a narrow canyon or steep cliff. 5.The building has a flat or gable roof with a pitch less than 45 A=adjustmentfactorfor building height and exposure category degrees or a hip roof with a pitch less than 27 degrees. Kzt=Topographic Factor=1 6.If your installation does not conform to these requirements please contact your local professional engineer. Pnet3o(PSO=net design windpressurefor Exposure B,at height If your installation is outside the United States or does not 30feet meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-10 for more clarification on the use of Part 2. You will also need to know the following information: Basic Wind Speed=V(mph),the largest 3 secondgust of wind in the last SO years. h(ft)=total roof heightforflat roof buildings or mean roof height forpitched roof buildings Roof Pitch(dWees) This manual will help you determine: Effec tive Wind Area(sf)=minimum total continuous area of modules being installed(Step 2) RoofZone=the area of the roofyou are installing the pv system according to Step 3. Roof Zone Dimension=a(ft)(Step 3) Exposure Category(Step 6) [1.2.1.] Procedure to Calculate Total Design Wind per ASCE 7-05 See page 11 forASCE 7-10 procedure. The procedure for determining the Design Wind Load can be Step 2:Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you win different tables.Table 5 has been provided as a worksheet for be installing. This is the smallest area tributary(contributing the following 9 steps(page 9) load)to a support or to a simple-span of rail.That area is the Effective Wind Area,the total area of the fewest number of Step 1:Determine Bask Wind Speed,V(mph) modules on a run of rails.if the smallest area of continuous modules exceeds 100 sq ft,use 100 sq ft(See Table 2). If less, Determine the Basic Wind Speed, V(mph)by consulting your round down to values available in Table 2. local building department or locating your installation on the maps in Figure 1,page S. pm� 4 SolarMount Unirac Code-Compliant Installation Manual UmOUNIRAC 90(40) 100(45) -.140 MIS) 110(49) 120(54) 90 mph (40 M/S) 90 mph (40 m/s) p 30(66) 140(63) Miles per hour (meters per second) Figure 1.Basic Wind Speeds.Adapted and 130(58) applicable to ASCE 7-05.Values are nominal 40(64 160(6n 140(63) 140(63) design 3-second gust wind speeds at 33jeet above groundfor Exposure Category C. 15%67) ir4'Iddi'l SpecW Wind Region 90(40) 100(45) 1130(58) 110(49)120(64) ASCE 7-05. Step 3:Determine RooflWall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1,determine the RoofZone Dimension Length,a (ft),according to the width and height of the building on which you are installing the pv system. Table 1.Determine Roof/Wall Zone,dimension (a)according to building width and height a= 10 percent of the least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension(ft) Height(ft) 10 IS 20 2S 30 40 SO 60 70 80 90 100 12S ISO 17S 200 300 400 SOO '4 -4- 4 5 6 T ''A 12 �-16 20 1'0 3 3 3 3 3 4 4 4 4 Is 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3, 3 3— �3 3 4 .5 6 7, 8 8 8 8 8 8 8 12 16 20,- 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 3" 1 '3 177 41 10 12, 12 11 12 - 12 16 ',20 30 5 6 8 9: 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40 3 3 3 3 3 4 5 6 1 8 9 10 12.5 15 16 16 16 16 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 so 3— 3 3 3 3, 4 5 6 .7. 8 5i 10 12.5., 15 1 M 20 16, 20 10 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source. ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.41. P— 11118UNIRAC Unirac Code-Compliant Installation Manual SolarMount Step 3:Determine RoofZone(continued) Using RoofZone Dimension Length,a,determine the roof zone locations according to your roof type,gable,hip or monoslope. Determine in which roof zone your pv system is located,Zone 1,2,or 3 according to Figure 2. Figure 2.Enclosed buildings,wall and roofs Flat Roof 0 Hip Roof(T < e:5 27* 010 a, h a. h Ilk a a a a a a, "FRIA. Gable Roof 0<_ 7*) Gable Roof(7' < 0:5 45* 04' h a a, h a a, ,a a, ,a a, F-1 Interior Zones End Zones Corner Zones Roofs-Zone I fWalls-Zone 4 Roofs-Zone 2[Walls-Zone 5 Roofs-Zone 3 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.4 1. ASCE 7-05 Step 4:Determine Net Des(gn Wind Pressure,pnet3o(psD Both downforce and uplift pressures must be considered Using the Effective Wind Area(Step 2),RoofZone Location in overall design. Refer to Section II,Step 1 for applying (Step 3),and Basic Wind Speed(Step 1),look up the downforce and uplift pressures.Positive values are acting appropriate Net Design Wind Pressure in Table 2,page 7. Use toward the surface.Negative values are acting away from the the Effective Wind Area value in the table which is smaller than surface. the value calculated in Step 2.If the installation is located on a roof overhang,use Table 3,page 8. P�g' SolarMount Unirac Code-Compliant Installation Manual I.mIUNIRAC Table 2.p,,�,3o(ps� Roof and Wall Basic Wind SpeeAV(mph) 90 100 110 120 130 140 ISO 170 Fff- WindA Zone (SO Downforce Uplift Dc�force Uplift Downforxe Uplift Downforce Uplift.Downforce Uplift Do�force Uplift Downforce Uplift Downforce Uplift 1 10 5.9. -14.6 7.3 -18.0 8.9 -21.8 10.S -25.9 12.4- -30.4 14.3 -3S.3 16.5 -40.5 21.1 -52.0 1 20 5.6 -.14 1.2 6.9 -17.5 -8.3 -21.2 9.9 -25.2 11.6 '-29.6 13.4 -34.4 154 -39.4 19.8 -50.7 t" 0 1 50 5.1 -13.7 6.3 -16.9 7.6 -20.5 9.0 -24.4 10.6 -28.6 12.3 -33.2 14.1 -38.1 18.1 -48.9 Do 1 100 1 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0 -37.0 16.7 -47.6 -0 2 10 5.9 -24.4 7.3 -30.2 8�9 -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 11 41.8 6.9 -27.0 0 2 20 8.3,1--,�. 32.6 9.9 -38.8 11.6 �;45.6 13.4 -52.9 15,.4, , -60.7 19.8 -78.0 4j 2 50 -18.4 6.3 -22.7 7.6 9.0 -32.7 10.6 `-,38.4 12.3 -44.5 14.1- -5 L] 18.1 -65.7 2 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 0 3 10 5.9 -36.8 7.3 -45.4 8.9 -55.0 10.5 -65.4 12.4 -76.8 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.6- -30.5 6.9 -37.6 8.3 -45.5 9.9 -54.2 11.6 -63.6 13.4 -73.8 15.4 -84.7' 19.8 -108.7 3 50 5.1,, :,,-22.1 6.3 -27.3 7.6 -33.1 9.0 -39.3 10.6 -46.2 12.3 -53.5 -61.5 18.1 -78.9 3 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 ':0.0 43.9 16.7 -56.4 1 10 8.4 -13.3 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8 20.3 -32.3 23.3 -37.01 30.0 -47.6 1 20 7.7 �-13.0 9.4 -16.0 11.4 AM 13.6 -23.0 16.0 -27,0 18.5 -31.4 21.3 -36.0 27.3 -46.3 1 50 6.7 4-2.5 8.2 -15.4 .10.0 1�18.6 11.9 -22.2 '113.91 -26.0 16.1 -30.2 18.5, -34.6 23.8 -44.S 1 100 5.9, A 2.'l 7.3 -14.9 8.9 -18.1 10.5 -21.5 12.4 -25.2'� 14.3 -29.3 16.5 -33.6 21.1 -43.2 2 10 8.4 -23.2 10.4 -28.7 12.5 -34.7 14.9 -41.3 17.5 -48.4 20.3 -56.2 23'*3 -64.5 30.0 -82.8 0 2 20 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 16.0 -44.6 18.5 -51.7 21.3 -593 27.3 -76.2 r4j 2 50 6.7 -18.9-- 8.2 -23.3 10.0 -28.2 11.9 -33.6 1,3.9 -39.4 16.1 -45.7 1-8.5. -52.5 23.8 -67.4 A 2 5 01 %- . 100 .9 7.3 -21.0 ::8.9� 725.5,-, 10.5 -30.3 1,2.4 -35.6 14.3 -41.2 '163, 47.3 21.1 -60.8 0 0 3 10 8.4- '.34.3,: 10.4 -42.4 123 -51.1 14.9 -61.0 -7.5 '-71.6 20.3 -83.1 23.3 -95.4 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 11.4 -47.9 13.6 -57.1 16.0 -67.6 18.5 -77.7 21'3 -89.2 27.3 -114.5 3 so 6.7 -29.1 8.2 -36.0 10.0 -43.5 11.9 -51.8 13.9 -60.8 16.1 -70.5 18.5 -81.0 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 8.9 -40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8 21.1 -96.0 1 10 1 .3 -14.6 16.5 -18.0 1513 -21.8. 23.7 -25.9 27.8' -30.4' 32.3 -35.3 37.0 .5 47.6 -52.0 1 20 13.0 -13.8 16.0 -17.1 '19.4 -20.7 23.0 -24.6 27ff �-28.9 31.4 -33.5 36.0 -38A 46.3 -49.3 1 50 12.5 -12.8 15.4 -15.9 18.6 -19.2 22.2 -22.8 26.0 -26.8 30.2 -31.1 34.6 -35.7 44.5 -45.8 bo 1 100 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.5 25.2 -25.2 29.3 -29.3 33.6 -33.6 43.2 -43.2 2 10 13.1 -17.0- 16.5 -21.0 1,9.9 -25.5 23.7 -30.3 27.8 32.3 -41.2 . 37.0 473 47.6 -60.8 Ln MP 2 20 13.0 -16.3 16.0 -20.1 11.4, -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0- 4S.3 46.3 -58.1 0 ,w 2 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 42.5 44.5 -54.6 r% e4 2 100 12.1, -14.6 14.9 -18.0 18.1 41.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 40.5-1 43.2 -52.0 A %-0- 3 10 13.3 -17.10 16.5 -21.0 19.9. -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3- 47.6 -60.8 0 3 20 13.0� -:16.3 16.0 -20.1 1 9.4'� 23.0 -29.0 '27.0� ',-34'.0, 31.4 -39.4 �36�O '45.3 46.3 -58.1 3 so 12.5' A5.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.'0 30.2 -37.1 34.6 42.5 44.5 -54.6 3 100 12.1 -14.6 14.9 -18.'0 18.1 4 1.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33 1.6 -40.5 43.2 -52.0 4 10 14.6 -15.8 18.0 -19.5 21.8 -23.6 25.9 -28.1 30.4 -33.0 35.3 -38.2 40.5 -43.91 52.0 -56.4 4 20 119 '-15.11' 17.2 -18.7 20.8�' -22.6- 24.7 -26.9 29.0' -31.6 33.7 -36.7 38.7 -42.1 49.6 -54.1 4 50 13.0 ;.14.3 16.1 -17.6 19.5 -213 23.2 -25.4 17.2 -29.8�.,� 31.6 -34.6 36.2 -39.1 46.6 -51.0 4 100 12.4 -13.6 15.3 -16.8 18.5 -20.�' 22.0 -24.2 25.9 -28.4' 30.0 -33.0 34.4 -37.8 44.2 -48.6 4 500 10.9 -12.1 13.4 -14.9 116.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 S 10 14.6 -19.5 18.0 -24.1 21.8 -29.1 25.9 -34.7 30.4 -40.71 35.3 -47.2 40.5 -54.2 52.0 -69.6 5 20 13.9 -18.2 17.2 -22.5 420.8. -27.2- 24.7 -32.4 29.0. 33.7 -44.0 38.7 -50.5 49.6 -64.9 5 so 13.0 -16.5 16.1 -20.3 19.5 -24.6 23.2 -29.3 27.2 -34.3 31.6 -39.8 36.2 -45.7 46.6 -58.7 5 100 12A -15.1 15.3 -18.7 18.5 -22.6 22.0 -26.9 25.9 -31.6 30.0 -36.7 34.4 -42.1 44.2 -54.1 5 1 500 10.9 -12.1 13.4 -14.9 -18.1 19.3 -21.5 22.7 -25.2 .26.3 -29.3 30.1 -33.6 38.8 43.2 Source. ASCEISE1 7-OS, Minimum Design Loads fbr Buildings and Other Structures,Chapter 6, Figure 6-3,p.42-43. P., 7 -IOUNIRACL[nirac Code-Compliant Installation Manual SolarMount Table 3.pnet3o(pso Roof Overhang Ell- B-k Wind Speed,V(mph) WindArea 140 170 Zone (St) 90 100 Ito 120 130 ISO 2 10 -21.10 -25.9 -31.4 -37.3 -43.8 -50.8 -58.3, -74.9 2 20 -20.6 -25.5 -30.8 -36.7 -43.0 -49.9 -57.3 -73.6 2 50 -20.1 -24.9 -30.1 -35.8 -42.10 -48.7 -55.9 -71.8 2 100 -19.8 -24.4 -35.1 -41.2 -47.8 -54.9 -70.5 40 3 10 -34.6 -42.7 -61.5 -72.1 -83.7 46.0 -123.4 3 20 -27.1 -33.5 -40.5 -48.3 -56.6 -65.7 -75.4 -96.8 3 50 �17.3 -21.4 -25.9 -30.8 -36.1 -41.9 -48.1 -61.8 1Z 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 V1 2 10 -727.2, -33.5 -40.6 -48.3 -56.T, -65.7 J5.5 -96.9 2 20 �-27.1_ -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 be 4v 2 So _27.2, -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 M 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 3 10 -45.7 -56.4 -68.3 -81.2 95.1, -110.6 -126.9 -163.0 1Z 3 20 -41.2 -50.9 -61.6 -73.3 -99.8 -114.5 -147.1 %. -126.1 5 3 so ':_35.3 -43.6 -52.8 -62.8 -85.5 -98.1 0 -46.1 -110.1 eg 3 100 -30.9 -38.1 -54.9 -74.7 U1 0 2 10 24.7, -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 2 20 -24.0 -29.6 -35'.8 -42.6 _-'50.0 -58.0 -66'5 -85.5 2 50 723.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 %n 2 100 -22.2 -27.4 -331 -39.5 -46.4 -53.8 -61.7 -79.3 0 3 10 -24.7 -30.5 " -36.9 -43.9 -5 1.5 -59.8 -88.1 3 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 A 4 0 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 . 3 50 -23.0 -28.4 0 3 100 -12.2 -27.4 -33.2' -39.5 .4.4 -53.8 �.'-GIJ! -79.3 LE- Source. ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.44. ASCE 7-OS Step 5:Determine the Topographic Factor,Kzt For the purposes of this code compliance document,the SuRFAcE RoUGHWSS c: has open terrain with scat- Topographic Factor,Kzt,is taken as equal to one(1),meaning, tered obstructions having heights generally less than the installation is surrounded by level ground(less than 10% 30 feet. This category includes flat open country, slope). if the installation is not surrounded by level ground, grasslands,and all water surfaces in hurricane prone please consult ASCE 7-05,Section 6.5.7 and the local building regions. authority to determine the Topographic Factor. SuRFAcE RoUGHNESS D:has flat,unobstructed areas and water surfaces outside hurricane prone regions. Step 6:Determine Exposure Category(B,C,D) This category includes smooth mud flats,salt flats,and unbroken ice. Determine the Exposure Category by using the following definitions for Surface Roughness Categories. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs,and confirm your selection with the The ASCE/SEI 7-05 defines wind surface roughness local building authority. categories as follows: SuRFAcE RoUGHNESS 13: is urban and suburban areas, wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. 8 SolarMount Unirac Code-Compliant Installation Manual 18FUNIRAC ASCE 7-05 Step 7:Determine adjustmentfactorfor height and Table 4. Adjustment Factor (A)for Roof Height& exposure category,A Exposure Category Using the Exposure Category(Step 6)and the roof height, Exposure h(ft),look up the adjustmentfactorfor height and exposure in meonw Table 4. he4k(ft) B C D Is 1.00 1.21 1.47 Step 8:Determine the Importance Factor,1 20 1.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor,I,Table 6,page 10,using the 35 1.05 1.45 1.70 occupancy,category description and the hurricane prone 40 1.09 1.49 1.74 region status. 4S 1.12 1.53 1.78 so 1.16 1.56 1.81 SS 1.19 1.59 1.84 Step 9:Calculate the Design Wind Load,Pnet(PSO 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure,pnt3o(psf)(Step 4)by Source. ASCEISEI 7-05, Minimum Design Loads for Buildings and Other the adjustmentfactorfor height and exposure,A (Step 7),the Structures,Chapter 6,Figure 6-3, p.44. Topographic Factor,&t(Step 5),and the Importance Factor,I (Step 8)using the following equation,or Table 5 Worksheet. priet(Psf)=AKztIpnet3o Pnet ipsf)=Design Wind Load(10psfminimum) A=adjustmentfactorfor height and exposure category(Step 7) Kzt=Topographic Factor at mean roofheight,h(ft)(Step 5) I=Importance Factor(Step 8) p,,et3o(psf)=net design windpressurefor Exposure B,at height 30,1=I (Step 4) or use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part 11 to select the appropriate SOLARMOUNT Series rail,rail span and foot spacing. In Part II,use both the positive(downforce)and the negative (uplift)results from this calculation. Table S.Worksheet for Components and CladdingWind Load Calculation:IBC 2009ASCE 7-05 Variable Description Symbol Value unit Step Reference Building Height,', h ft Building,Least Horizontal Dimension ft Roof Pitch degrees Exposure Category 6 Basic Wind Speed, V mph .11, Figure,I Effective Wind Area sf 2 Roof Zone Setback Length a ft 3 Table I Roof Zone Location 3 Figure 2 Net DesignWind Pressure Pnei30 PSI` 4 Table 23. Topographic Factor Kzt x 5 Adjustment factor-for heigh,tand,exposure category A x 7 -:Table 4 Importance Factor x 8 Table 5 Total Design Wind Load Pnet psf 9 P.g� 9 MOUNIRACL[nirac Code-Compliant Installation Manual SolarMount son Lo— Table 6.Occupancy Category Importance Factor NowHurricone Prone Regiom and Huff�one Prom Regiam Hurricane Prone Re� wFth BmxWjnd Speec(V= giom with Bask Wind Category Category Deswription BuddingType Examples 8S-100 mpk and Alaska SpeedV>I OOmph I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, I including,but limited to- All buildings and other structures except those listed in Occupancy Categories 1,111,and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or including,but not limited more resident patients , to: jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacture or house hazardous materials Buildings and other Hospitals and other health care facilities having 1.15 1.15 structures designated surgery or emergency treatment IV as essential facilities, Fire,rescue,ambulance and police stations including,but not limited Designated earthquake,hurricane,or other to: emergency shelters Designated emergency preparedness communication, and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers,air traffic control centers,and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2009,Table 1604.5.Occupancy Category of Buildings and other structures,p.281;ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Table 6-1, p.77 10 4. SolarMount Unirac Code-Compliant Installation Manual "NOUNIRAC [1.2.2.] Procedure to Calculate Total Design Wind per ASCE 7-10 Seepage 4forASCE 7-05 procedure. Step 1. Determine risk category, See Table 6 Buildings and other structures shall be classified, based on the risk to human life, health and welfare associated with their damage or failure by nature of their occupancy or. use. Forthe purpose of applying flood, wind, snow, ice, and earthquake provisions. See Table 7 on page 11. Table 7: Risk Category of Buildings and Other Structures for Flood, Wind, Snow, Earthquake, and ice Loads Use or Occupancy of Buildings and Structures Risk Category Buildings and other structures that represent a low risk to human life in the event of failure. All buildings and other structures except those listed in Risk Categories 1,111,and IV. 0 Buildings and other structures,the failure of which could pose a substantial risk to human I ife 0 Buildings and other structures, not included in Risk Catego ry IV,with potential to cause a substantial economic impact and/or mass disruption of day-to-day civilian life in the event of failure. 0 Buildings and other structures, not included in Risk Category IV(including, but not limited to,facilities that manufacture, process, handle,store, use,or dispose of such substances as hazardous fuels, hazardous chemicals, hazardous waste,or explosives) containing toxic or explosive substances where their quantity exceeds a threshold quantity established by au- thority having jurisdiction and is sufficient to pose a threat to the public if released. 0 Buildings and other structures designated as essential facilities. 0 Buildings and other structures,the failure of which could pose a substantial hazard to the community. 0 Buildings and other structures(including, but not limited to,facilities that manufacture, process, handle,store, use, or dispose of such substances as hazardous fuels, hazardous chemicals, or hazardous chemicals or hazardous waste) containing sufficient quantities of IV highly toxic substances where the quantity exceeds a threshold quantity established by the authority having jurisdiction to be dangerous to the public if released and is sufficient to pose a threat to the public if released.a 0 Buildings and other structures required to maintain the functionality of other Risk Category IV structures. aBuildings and other structures containing toxic,highly toxic,or explosive substances shall be eligible for classification to a lower Risk Category if it can be demonstrated to the satisfaction of the authority having jurisdiction by a hazard assessment as described in Section 1.S.2 of ASCE 7-10 that a release of the substances is commensurate with the risk associated with that Risk Category. Step 2. Determine the Basic Wind Speed, V (mph) Determine the basic wind speed, V (mph) by consulting your local department or by locating your installation on the maps in Figures 26.5 la through 1c, pages 12 - 17. Please note that the wind speeds are dependent on the Risk (Occupancy) category determined in Step 1. was UNIRAC Unirac Code-Compliant Installation Manual SolarMount Miles per hour(Meters per second) 51) 0(67) .-1410(63 130(68) 120(54) 110(49) 110(49) 20(64) ''130(58) 140(63) 1 67) 160(7 IGO(72) FIGURE 26.5-1A Basic Wind Speeds for Risk Category 11 Buildings and Other Structures Notes: I. Values are design 3-second gust wind speeds in miles per hour(m/s) at 33 ft(10m) above ground for Exposure C category. 2. Linear interpolation between contours is permitted. 3. Islands and coastal areas outside the last contour shall use the last wind speed contour of the coastal area. 4. Mountainous terrain,gorges,ocean promontories, and special wind regions shall be examined for unusual wind conditions. 5. Wind speeds correspond to approximately a 7%probability of exceedance in 50 years(annual exceedance probabitity=0.00143, MRI=700 years). Ng' Source:ASCE 7-10 Minimum Design Loadsfor Buildinas and Other Structures, Chapter 26 12 0 SolarMount Unirac Code-Compliant Installation Manual UFUNIRAC 120154) J 30(58) L /140(63) 7 -14 Tf, T 140�Gj� Miles per hour(Meters per second) 140(63) 150(67) 160(72) 2) 170(76) 170(76) 115451) 180180) 120 54 150(67) 1 0( 8)140(63) 180180) Special VVind Region Locabon Vrrph (FTYS) Guam 195 (87) 150(67) 160(72) Virgin I slands 165 (74) American S:i,,Yx)o 160 (72) Hamii -A- W*al Wind Region Statewide 130 (58) Puerto Rico Figure 26.5-1A (Continued) Source:ASCE 7-10 Minimum Design Loads.for Buildings and Other Structures,Chapter 26 P- 13 UNIRAC Unirac Code-Compliant Installation Manual SolarMount 54 Miles per hour(Meters per second) r L 160(72) L --- 1 0(63 130J68) 120(64) 16(61) Y�11 —120(54) 130(58) 140(G3) 150(67) 165(74) 165(74) FIGURE 26.5-113 Basic Wind Speeds for Risk Category III and IV Buildings and Other Structures Notes: 1. Values are design 3-second gust wind speeds in miles per hour(m/s)at 33 ft(10m)above ground for Exposure C category. 2. Linear interpolation between contours is permitted. 3. Islands and coastal areas outside the last contour shall use the last wind speed contour of the coastal area. 4. Mountainous terrain,gorges,ocean promontories,and special wind regions shall be examined for unusual wind conditions. 5. Wind speeds correspond to approximately a 3%probability of exceedance in 50 years(annual exceedance probability 0.000588,MRI= 1700 years). Pw Source:ASCE 7-10 Minimum Design Loadsfor 14 Buildings and Other Structures,Chapter 26 SolarMount Unirac Code-Compliant Installation Manual-81-801111UNIRAC T-7- ;A 130(68) 0163) 506 -4, r 160(72) 160(67) 1160172) 44" Miles per hour(Meters per second) 160(67) 160(72) 170(76) 180(801 170(76) 180(80) 190(85) 1120(54�7� - 130 8) 60(72) 200(89) 150(67) 0(f;3) 200(89) Special Wind Region Location Vmph (rrVs) Guam 210 (94) 160(72 170(76) Virgin Islands 175 (78) 180(80) American Sarr-c-, 170 (76) Puerto Rico Hawaii — Special Wind Region Statewide 145 (65) Figure 26.5-IB (Contirmed) Source:ASCE 7-10 Minimum Design Loadsfor Buildings and Other Structures, Chapter 26 15 NUNIRACL[nirac Code-Compliant Installation Manual SolarMount 47) Miles per hour(Meters per second) 140(G3) 130j5g) 120J54) 110(49) 105(47) 105(47) 110(49) 120(64) 130(68) 40(63) 150(67 1� 160(67) FIGURE 26.5-1C Basic Wind Speeds for Risk Category I Buildings and Other Structures Notes: 1. Values are design 3-second gust wind speeds in miles per hour(m/s)at 33 ft(10m)above ground for Exposure C category. 2. Linear interpolation between contours is permitted- 3. Islands and coastal areas outside the last contour shall use the last wind speed contour of the coastal area. 4. Mountainous terrain,gorges,ocean promontories,and special wind regions shall be examined for unusual wind conditions. 5. Wind speeds correspond to approximately a 15%probability of exceedance in 50 years(annual exceedance probability 0.0.0333,MRI=300 years). Source:ASCE 7-10 Minimum Design Loadsfor ftv Buildings and Other Structures,Chapter 26 16 SolarMount Unirac Code-Compliant Installation Manual .511 U N I RAC A - 10,5(47) 110149) 120(54) 130(69) 140(63) 130(58) 140(63) L Miles per hour(Meters per second) 130(58) /140(63) L 150(67) 150(67) 160(72) 106(,47)(1 170(76) 110(49) 140(63) 120(64) 30(58) 170176) Special Wind Region Locabon Vrrph (rrVs) 140(63) 160(67) Guam 180 (80) -t��L::7?-41160172) tzz� Virgin Islands 150 (67) American Samoa 150 (67) Puerto Rico Hawaii - 115 (51) Figure 26.5-1c (Continued) Source:ASCE 7-10 Minimum Design Loadsfor Buildings and Other Structures, Chapter 26 17 -NNUNIRAC Unirac Code-Compliant Installation Manual SolarMount ASCE 7-10 Step 3. Determine Wind Load Parameters Step 4. Determine Effective Wind Area Determine the smallest area Step 3a: Determine the proper Exposure of continuous modules you will be Category (13, C, or D) for the project by installing. This is the smallest area using the following definitions for Surface tributary (contributing load) to a support Roughness Categories. or to a simple-span of rail. That area is ASCE 7-10 defines wind surface the Effective Wind Area, the total area of roughness categories as follows: the fewest number of modules on a run Surface Roughness B: Urban and suburban of rails. If the smallest area of continuous areas,wooded areas,or other terrain with modules exceeds loo sq ft, use loo sq ft, numerous closely if less round down to values available in spaced obstructions having the size of Table 9, page 21. single-family dwellings or larger. Step S. Determine the appropriate roof Surface Roughness C: Open terrain with zone for the installation. scattered obstructions having heights The Design Wind Load will vary generally less than 30 ft(9.1 m).This based on where the installation is located category includes flat open country and on a roof.Arrays may be located in more grasslands. than one roof zone. Surface Roughness D: Flat,unobstructed Using Table 8, page 19, determine the areas and water surfaces.This category Roof Zone Dimension Length, a (ft), includes smooth mud flats,salt flats,and according to the width and height of the unbrokenice. building on which you are installing the pv system. Step 3b: Determine theJopographic Factor, K,t' For the purposes of this code compliance document, the Topographic Factor, KA, is taken as equal to one (1) as per Section 26.8-2 or as determined by Figure 26.8-1 in ASCE 7-10. 18 UMUNIRAC SolarMount Unirac Code-Compliant Installation Manual Table 8. Determine Roof/Wall Zone,dimension (a) according to building width and height a= 10 percent of the least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension(ft) Height(ft) 10 15 20 2S 30 40 50 60 70 80 90 100 125 150 175 200 300 400 500 14 3 . 3 -3 3 3 4 4 4 4 4 4 4 -S 6 -17 IS - 12 16 20 Is 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 26 3 3 3 3 3 4 �5 6 7 8 0 8 8 8 8 -12 16 20 2S 3 3 3 3 3 4 5 6 7 8 9 1 0 1 0 10 10 10 12 16 20 i6- A 3 3 3 'i 4 6 1 8 1� 10 41 12 A 11 12 11 16 16 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 46 -1, 3 _3 - - 3 3 4 5 6 T 8 0' 10 12-5 15 16 16 16,' .16 2T 45 3 3, 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 ','3"- 3' 3 3 4 8 'to 5 1�3"`20 16'" "20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12-5 15 17.5 20 24 24 24 Step 5. Determine the appropriate roof zone for the installation (continued) Using the Roof Zone Dimension Length, a, determine the roof zone locations according to your roof type, gable, hip or monoslope. Determine in which roof zone your pv system is located, Zone 1, 2, or 3 according to Figure 3, page 20. P.p 19 00MUNIRAC Unirac Code-Compliant Installation Manual SolarMount Figure 3.Enclosed buildings,wall and roofs Flat Roof Hip Roof < 0:5 27*) 0," �,7 h h a a, ,a a a Gable Roof 0:5 7*) Gable Roof(7* < e:5 45*) �'�Av d h Al h a a, ,a a F1Interior Zones End Zones Corner Zones Roofs-Zone I/Walls-Zone 4 Roofs-Zone 2NValls-Zone 5 Roofs-Zone 3 Source: ASCEISEI 7-10, Minimum Design Loads for Buildings and Other Structures,Chapter 30, p.345. ASCE 7-10 located on a roof overhang, use Table lo, page Step 6. Determine Net Design Wind 22. Both clownforce and uplift pressures must Pressure, Pne'311 (pSf) be considered in overall design. Refer to Section Using the Effective Wind Area (Step 4), Roof 11, Step 1 for applying clownforce and uplift Zone Location (Step 5), and Basic Wind pressures. Positive values are acting toward the Speed (Step 2), look up the appropriate surface. Negative values are acting away from Net Design Wind Pressure in Table 9, page the surface. 21. Use the Effective Wind Area value in the table which is smaller than the value calculated in Step 2. If the installation is N" 20 SolarMount Unirac Code-Compliant Installation Manual OUUNIRAC Compocinentsand,Clad(I ing �--Nlethod I Figure 30.5-1 (cont'd) Design Wind Pressures Walls & Roofs Enclose!Buildinp Net Design Wind Pressure, p,,t3o (ps� (Eiposure Bath=30 A) Zone Basic Wind Speed V(mph) 110 115 12D 130 140 150 1 IGD 180 200 1 IkQ -21.8 GLIF -23.8 105 M 9 lZ4 ZOA 14.3 --A3 16.5_ -40,5 18,7 4M 23.7 Z8.3 293 -720 1 2D 83 -21.2 90 -23.2 9.9 -M2 11.6 20.6 13A -34.4 1&4 -39A 1TO .44.9 22-2 -56L9- 27.4 -7(11 0 1 50 7.6 -205 ' 8.3 -2Z4 9.0 -24.4 -10.8- -28.6 lZ3 -43.2 14.1 -310 1110 43,3 20.3 -54.8 25.0 -W.7 a 100 7.0 -19.9 7.7 -21.8 8.3 -M.7 Q8 -27.8 IIA -V.3 13.0 -37.0 14.8 42-1 lag .83.3 2&2 -Mg Tj 2 10 &g -305 Q7 -39.9 105, .43.5. 12.4 -61.0. 14.3 -%2 M5 -67.9 1&7 -77.3 237 -07.8 293 -120.7 I-. - 0 2 220 a.3 -3ZO 9.1 -35.7 9'9 -3a a 11'6 45-6 13-4 -M-9 1&4 -@v. 17.6 �mO 22.2 -e7.4 2TA 7A -275 113" -30.1 0.0- 42.7 10.6 38.4 12.3,1 -4,C5 141 -51.1 1110 Z&2 20.3 -TaB 2SO -Gag 2 59 2 100 7.0 -23.6 7.7 -25.8 8.3 -Ml QS 33.0 114 -3a2 13.0 4ag 14.6 49a 0 1 8 .43.2 M -7&1 3- la 8.9 -55.0 9L7 -6D.1 103 45&4 124 -76.8 14.3 -,89,0 1&5 -1C22 A7 -116. 23.7 -1�7.2 29L.3 -181.7 3 2D 8.3 -455 Q 1 40.8 9.9 -54.2 11A -63.6 13A, -73.8 la4 -B4.7 17.6 4A3 22.2 -121.9 2TA -15D.5 3 50 7.6 -331 U -30.1 -30.3- 10,15 -46.2 113� -53.5 14.1 -61.5 18.0 490 20.3 -88,5 25.0 -109.3 3 ico 7.0 -2a@ -25.6 'Ml I 'QB Z3.0. Ilk -38,2 1319 -4&Q 148 -MO 1 S.8 -63.2 2&2 -78.1 3 23.7 3 22.2 20.3 1 as 1 10 126 -19.9 13.7 -21.8 14.10 -2017 175 '27A 213 -32.7 23.3 -V.0 2&5 421 33.6 Za3 41.5 -MQ I 2D 11A -19.4 12.5 -71.2 13.6 -0.0 16.0 -27.0 18.5 -31.4 213 -30LO 24.2 -41.0 30.6 -61.9 3T.8 -84.0 I so 10JD -18.6 10.9 A4 11.9 -M.2 13.9 26.0 16.1 -W.2 1115 -34.6 21.1 -M4 281 -4QQ 3ZO -81.6 1 100 8.9 -18.1 Q7 -19,8 10,5 -0.5 12A -25.2 14.3 -M3 16,5 -33LO 18.7 �W 23.7 48A 293 4%8 2 10 12S -34.7. 13.7 -37.9 14.9 , 41.3 175 48.4 213 -a&2 23.3 -64.5 26L5 4&4 33.6 -929 41.5 -114.0 2 20 11A -31.9 12.5 -M.9 13.6 Z&O 16.0 -44.6 18.5 -51.7 21.3 -4Q.3 24.2 457.5 30.6 4&4 37.8 -1055 2 5o 10D -28.2 10,9 -30.9 11.9 Z3.6 13.9 49.4 16.1 -4&7 1115 -V-5 21.1 4M7. 2dT -7ffL6 32.9 4R3 2 ico 119 -255 91 -27.8 105 -30.3 124 Z5.6 143 -41.2 l(k5 -473 18.7 45&9 23.7 -48,2 292 -84.2 3 10 12,5. -51.3 , 13.7 -MO 14.0 -61.0 17.5 -71.6 2D.3 -83.1 23.3 -Qa4 28L 5 -108.5 33.6 437.3 41.5 -10M 3 20 11A,- -47.9 12,5,,, -T-4 13A -67.1 MO -67.0 18.5 -T7.7 213 43Q2 Z4.2--101.4 30,6 428.4 37.8 MBB 3 50 10D 1-4,35 10.9 -47.6 11.9 -61.8- 13.9 -60.8 16.1 -70.5 1115 .-81.0 21.1 W-1 20L7 -116.6 Mg -143.9 3 itio 8,9 1-0.2 Q7 �9.0 10B 1 47.91 12-4 -66.2. 14.3 -Ml leL5 1-74.8 A7 4r%1 23.7 -107.7 293 -1329 1 le 19.9 -21.8 21.8 -Z3.8 23.7 2&9 27.8 ZOA V-3 -A&3 37D 4Q5. 42.1 -46Ll 53.3 -683 Mg -720. 1 2D 19.4 -20.7 21.2 -M6 23.0 -24.6 27.0 .28.9 31.4 -M.5 WO -3Ek4 41.0 4&7 51.9 -85 64,0. 43&3 I So 18JB -19.2 20.4 --21.0- 22.2 -M.8 2&0 -2&B 30.2 -31.1 34.6 -M7 39L 4 40LO 49LO -51.4 61.6 AM 1 100 18.1 -18.1 10.8 49.8 21.5 .21.5 25.2 25.2 29.3 -M3 33.6 -3&6 3112 -a&2 48,4 -4114 59LB -%8 2 io l9a -25B 21.8 -W.8 23.7 .30.3 27.8 Z5,6 323 -41.2 37.0 -47.3 42.1 4Rg 53.3 -692_ 65LO -84-2 2 20 19A 44.3 21.2 -0.6 23.0 -MO 27.0 , 44.0, 31.4 -3Q4 WO 463 41.0 -61.5 51.9 -652 64.0 �M5. 2 50 18B -22.9 20A -0.0 222 27.2 26,0 ZZO 30.2 -37.1 34.6 AZ5 30.4 4&41 49LO -61.3 61.6 -7&6 A 2 100 18.1 -21.8 19.8 -M.8 215 2&9 25.2 .30.4 29.3 -W3 33.6 4a5 M2 46.1 4114 ZS.3 5118 -720 3 lga -255 21.8 -17.8 23.7 .30.3 -27.8--.35.6 32.3 -41.1 37.0 -47.3 42.1 4A 9 53.3 -6a2 0&0 .84.2 3 20 19.4 1-24.3 21.2 -3.6 23.0 -MO 27.0 .34.0 31.4 -AQ4 MO 4553 41.0 .61.5 51a -GU MCI -M5 3 50 18JB -2291 20.4 -0.0 22.2 -27.2 26,0 ZZO 30.2 -37A 34.6 425 39L 4 4&4 4QQ -61.3 61.6 -7ae 3 100 18.1 -21.8 10.8 -23.8. 215 2&9. 252 40.4 29.3 -W 33.6 -4OL5 3112 .46LI 48,4 -88.3 MS 1 -72-01 4 10 21A -23.6 23.8 -0,8 25.9 -Ml 30A Z3.0 35.3 -1&2 40.5 4ag 4M MO 58.3 -8a2 720 -7&1 4 20 20A -226 2Z7 -a.7 Z4.7 -M9 29.0 .31.6 33.7 -M7 38.7 42-1 44.0 47.9 557_ -GQ6 M-7 -74.8 4 5D 19.5 -21.3 21.3 -Z,3 23.2 -25.4 27.2 -29.8 31.6 -34.6 36L2 -39L7 41.2 -4&l 52.2 -87.1 64.4 -M 4 100 18.5 -20.4 20.2 -M 22.0 -24.2 25.9 -28.4 30.0 -33.0 34.4 -37.8 39L 2 43A 4QG .64.5 612 -M.3 4 No 162 -18.1 17.7 49.8 19.3 -21.5 22-7 -25.2 20.3 -M3 30.2 -3&8 34,3 3112, 43.5 411k4 5&7 1%8 5 10 21.8 -2'9.1 23.8 -31.9 25.9 44.7. 30A -40.7 35.3 -47.2 40.5 -54.2 46L 1 -61.7 5113 JEW 720, 4X3 5 2DJ20B -272 22.7 29.7 24.7 .32-4 29.0 -38.0 33.7 -44.0 M7 -9a5 44.0 -67.5 557 -rZS 6117 -Mg 5 50 1L95 -24.6 21.3 -0.9 23.2 -M3 27.2 1 -34.31 31.61 -MS. M2 -4&7 41.2 452-0 52-2 -658 6�4.4 4�H.3 5 100 18.5 _22 6 20.2 -24.7 22.0 4MQ 25.9 .31.6 30.0 1 -3&7 1 34.4 142-1 M2 -47.9 49±.L 6 CM1 2 -�J74.8 500 .18.1 a7 Ma 5 17.7 -19.81 19.3 0.5 22.7 .25.21 25.3 1 -M3 1 302 1-336 34.3 -A2. 43.5 -48,4 W No I Note:For affoctive areas bGtwGen the those given above the load may bq Inteqviated,otherwise use the load associatod with the lower orradive a res. Table 9- Pn,130(psf) Roof and Wall P'� 21 OWUNIRACUnirac Code-Compliant Installation Manual SolarMount Roof Overhang Net Design Wind Pressure, p,,.00 (psi) (Exposure B at h=30 ftJ Basic Wind Speed V(mph) WMAres Zone (61 110 115 130 140 150 160 180 200 2 10 -31.4 -34.3 -43.8 -50.8 -58.3 -66.3 -84.0 -103.71 2 20 -30.8 -33.7 -43.0 -49.9 -57.3 -65.2 -82.5 -101.8 2 50 -30.1 -32.9 -42.0 1 -48.7 -55.9 1 -63.6 -80.5 -99.4 2 loo -29.5 -32.3 -41.2 -47.8 -54.9 -62.4 -79.0 -97.6 3 io R-61.A -56.5 -72A -83.7 -96.0 -109.3 -13a3 -170-7 3 20 -40.5 -44.3 -66.6 -65.7 -75.4 -85.8 -10a6 -134.0, C. 3 50 -25.9 -283 -36.1 -41.9 -48.1 -64.7 , -69.3 -86.5 3 100 -14.8 -16.1 -20.6 -23.9 -27.4 -31.2 -39.5 -48.8 2 10 -40.6 -44.4 -56.7 -65.7 -75.5 -86.9 -10a7 -134.2 2 20 -40.6 -44.4 -56.7 -65.7 -75.5 -85.9 -108.7 -134.2 2 5o -401 -44.4 -66.7 -65.7 -75.5 -86.9 -10U.-134.2 2 100 -40.6 -44A -66.7 -65.7 -75.5 -86.9 -10a7 -134.2 3 io -68.3 -74.6 -95.3 -110.6 1 -126.9 -144.4 -182-8 -225.6 3 20 -61.6 -67.3 -86.0 -99.6 -114.5 -130.3 -164.9 -203.6 A 3 50 -52.8 -57.7 -73.7 -85.5 -98.1 -111.7 -141.3 -174.5 i 3 100 -46.1 -50.4 -64.4 -74.7 -85.8 -97.6 -1 23L 5 -152.4 2 10 -36.9 -40.3 -61.5 -59.8 -68.6 -78.1 -98.8 A22.0 2 20 -35.8 -39.1 -50.0 -58,0 -66.6 -75.7 -95.8 -118.3 2 so -34.3 -37.5 -47.9 -55.6 .63.8 -72,6 .91,9 -113.4 2 1010 -33.2 -36.3 -46.4 -53.8 -61.7 -70.2 -88.9 -109.8 a 3 io -36.9 -40.3 -61.5 -59.8 -68.6 -78.1 -96.8 .-122.0. 44 3 20 -35.8 -39.1 ZO.0 -58.0 -66.5 -75.7 -95.8 -118.3 -34.3 -37.5 -47.9 -55.6 -63.8 -72.6 _:113A 3 1 ice -33.2 -36.3 -46.4 -93 A -917 -70.2 t Table 10- Pre'3-(psf) Roof Overhang Step 7. Determine adjustment factor for height and exposure category, I Using the Exposure Category (Step 3) and the roof height, h (ft), look up the adjustment factor for height and exposure (k) in Table 11, page 23. 22 SolarMount Unirac Code-Compliant Installation Manual OUNIRAC Table 11. Adjustment Factor (A) for Roof Height & Exposure Category Expmre hev R C D Is 1.00 1.21 1.47 20 1.00 1.29 1.55 2S 1.00 1.35 1.61 30 1.00 1.40 1.66 3S 1.05 1.45 1.70 40 1.09 1.49 1.74 4S 1.12 1.53 1.78 so 1.16 1.56 1.81 SS 1.19 1.59 1.84 60 1.22 1.62 1.87 Step 8. Calculate the adjusted wind pressures, Pnell (PSfl Multiply the Net Design Wind Pressure, PnIt3. by the adjustment factor for height and exposure, 1, the Topographic Factor, K,t' Where I = adjustment factor for building height and exposure (Step 7) K,t = For the purposes of this code compliance document, the Topographic Factor, KV is taken as equal to one (1) as per Section 26.8-2 or as determined by Figure 26.8-1 in ASCE 7-10. net design wind pressure for Exposure B, at h = 30 ft (Step 6) Pnet30 The adjusted wind pressures will be used to select the appropriate SOLARMOUNT rail, rail span and attachment spacing. Use both the positive (downforce) and the negative (uplift) results from this calculation. P'� 23 one .. UNIRA( Unirac Code-Compliant Installation Manual SolarMount Part H. Procedure to Select Rail Span and Rail Djpe ASCE 7-05 [2.1.1.] Using Standard Beam Calculations, Structural Engineering Methodology ASCE 7-05 The procedure to determine the Unirac SOLARMOUNT series Step 1:Determine the Total Design Load rail type and rail span uses standard beam calculations and The Total Design Load,P(psf)is determined using ASCE 7-05 structural engineering methodology. The beam calculations 2.4-1 (ASD Method equations 3,5,6 and 7)by adding the are based on a simply supported beam conservatively,ignoring the reductions allowed for supports of continuous beams over Snow Loadl,S(psf),Design Wind Load,Pn,t(psf)from Part multiple supports.Please refer to Part I for more information 1,Step 9,Page 9 and the Dead Load(psf).Both Uplift and on beam calculations,equations and assumptions.if beams Downforce Wind Loads calculated in Step 9 of Part 1,Page are installed perpendicular to the eaves on a roof steeper than 9 must be investigated. Use Table 12, below,to calculate a 4/12 pitch in an area with a ground snow load greater than the Total Design Load for the load cases.Use the maximum 30psf,then additional analysis is required for side loading on absolute value of the three downforce cases and the uplift the roof attachment and beam. case for sizing the rail.Use the uplift case only for sizing lag bolts pull out capacities(Part 11,Step 6).Use the following equations or Table 12,below. In using this document,obtaining correct results is dependent upon the following: P(psf)=LOD+I.OS1 (downforce case 1) 1.Obtain the Snow Load for your area from your local building official. P(Psf)=LOD+1-OPnet(downforce case 2) 2.Obtain the Design Wind Load,pn�j. See Part I(Procedure P(psf)=1.OD+0.75S1+0.7SPnet(downforce case 3) to Determine the Design Wind Load)for more information on calculating the Design Wind Load. P(psf)=0.6D+1.0p,,,t (uplift) 3.Please Note:The terms rail span and footing spacing D Dead Load(psf) are interchangeable in this document. See Figure 4 for illustrations. S Snow Load(psf) 4-To use Table 14 the Dead Load for your specific installation Pnet=Design Wind Load(psf)(Positivefor downforce,negative must be less than or equal to S psf,including modules and for uplift) Unirac racking systems. The following procedure will guide you in selecting a Unirac 7he maximum Dead Load,D(psf),is S psf based on market rail for a flush mount installation.It will also help determine research and internal data. the design loading imposed by the Unirac PV Mounting 1 Snow Load Reduction- 7he snow load can be reduced according Assembly that the building structure must be capable of to Chapter 7 ofASCE 7-OS. 7he reduction is a_function of the roof supporting. slope,Exposure Factor,Importance Factor and 7hermal Factor. Please refer to Chapter 7 ofASCE 7-OSfor more information. Table 12. ASCE 7-05 Load Combinations Description Variable Do%vnforce Coe I Downforce Case 2 Downforce Case 3 uplift units Dead Load D 1.0 X 1.0 X 1.0 X 0.6 x psf Snow Load S 1.0 X + 0.75 x + PSI Design Wind Load Pnet 1.0 X + 0.75 x + 1.0 X psf Total Design Load P Psf Note:Table to be filled out or attached for evaluation. N'� 24 SolarMount Unirac Code-Compliant Installation Manual 18816UNIRAC ASCE 7-10 [2.1.2.] Using Standard Beam Calculations, Structural Engineering Methodology ASCE 7-10 Step 1. Determine the Total Design Load The Total Design Load, P (pso is determined using ASCE 7-10 2.4.1 (ASD Method equations 3, 5, 6a and 7) by adding the Snow Load, S (psf), Design Wind Load, P,'et (PSf) from Step 8, Page 23 Of section 1.2.2 and the Dead Load (psf). Both Uplift and Downforce Wind Loads calculated in Step 8, Page 23 of section 1.2.2 must be investigated. Use Table 13 to calculate the Total Design Load for the load cases. Use the maximum absolute value of the three clownforce cases and the uplift case for sizing the rail. Use the uplift case only for sizing lag bolts pull out capacities- Use the following equations or Table 13, below. •(psf)=LOD+I.OS1 (downforce case 1) •(psf)=LOD+0.6pn,?t(downforce case 2) •(psf)=LOD+0.7SSI+0.75(0.6p,,,t)(downforce case 3) •(psf)=0.6D+0.6p,,,t (uplift) D Dead Load(psf) S Snow Load(psf) Pnet=Design Wind Load(psf)(Positivefor downforce,negativefor uplift) Table 13. ASCE 7-10 Load Combinations Desmpti.n Variabie Dm*,Ce Case I Downforce Case 2 Dwnforce Case 3 uplift units Dead Load D 1.0 X 1.0 X 1.0 X 0.6 x Psf Snow Load S 1.0 X + 0.75 x + Psf Design Wind Load Pnet 0.6 x + 0.75 x + 0.6 x Psf Total Design Load P Psf Note:Table to be filled out or attached for evaluation. Figure 4.Rail span andfooting spacing are interchangeable. 60111, 01. t .0 Pa — Note:Modules must be centered symmetrically on the rails(+/-2*),as shown. Ns' 25 UNIRAC Unirac Code-Compliant Installation Manual SolarMount ASCE 7-05 AND ASCE 7-10 Step 2: Determine the Distributed Load on the rail, Step 3:Determine Rail Spanl L-Foot Spacing -(PID Using the distributed load,w,from Part 11,Step 2,look up the Determine the Distributed Load,w(p4f),by multiplying the allowable spans,L,for each Unirac rail type,SOLARMOUNT module length,B(ft),by the Total Design Load,P(psf)and (SM)and SOLARMOUNT Heavy Duty(HD)in table 14. dividing by two.Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module The L-Foot SOLARMOUNT Series Rail Span Table uses a single is supported by two rails. L-foot connection to the roof,wall or stand-off. Please refer to w=PB12 the Part III for more installation information. w=Distributed Load(pounds per linearfoot,p�f) B=Module Length Perpendicular to Rails(ft) P=Total Design Pressure(pounds per squarefoot,psf) Table 14.L-Foot SOLARMOUNT Series Rail Span SM-SOLARMOUNT HD-SOLARMOUNT Heavy Duty sp- D(stributed Load(PoundsAnear foot) (ft) 20 25 30 40 so 60 80 100 120 140 160 180 200 220 240 260 2 sm sm sm SM SM SM SM sm SM sm sm SM SM sm SM SM 2.5 SM SM SM SM SM SM SM SM SM SM SM SM SM HD HD HD 3 SM SM sm sm sm sm sm SM sm SM sm HD HD HD HD HD 3.5 SM SM sm sm sm SM sm sm SM sm HD HD HD HD 4 sm sm SM SM sm sm sm sm sm HD HD HD HD 4.5 SM SM SM SM SM sm sm sm HD HD HD 5 SM SM SM SM sm SM SM sm HD HD HD 5.S SM SM SM sm SM SM SM HD HD HD 6 SM SM sm sm SM sm SM HD HD 6.5 sm sm SM SM SM SM sm HD HD 7 SM SM sm SM SM SM HD HD TS SM SM SM SM SM SM HD HD 8 SM SM sm SM SM SM HD HD 8.5 SM SM SM SM SM HD HD 9 SM sm sm sm HD HD HD 9.S SM SM SM sm HD HD HD 10 sm sm sm HD HD HD HD 1O.S SM SM SM HD HD HD I I SM SM HD HD HD HD 11.5 SM HD HD HD HD HD 12 sm HD HD HD HD HD Ng' 26 SolarMount Unirac Code-Compliant Installation Manual :FUNIRAC Step 4:Select Rail Type Step 5:Deternidne the Downforce Point Load,R(lbs), Selecting a span and rail type affects the price of your at each connection based on rail span installation. Longer spans produce fewer wall or roof When designing the Unirac Flush Mount Installation,you penetrations.However,longer spans create higher point load must consider the downforce Point Load,R(lbs)on the roof forces on the building structure. A point load force is the structure. amount of force transferred to the building structure at each The Downforce,Point Load,R(lbs),is determined by connection. multiplying the Total Design Load,P(psf)(Step 1)by the Rail it is the installees;resRonsibility to verify that the building Span,L(ft)(Step 3)and the Module Length Perpendicular to structure is strong enoug—h to suRgort the Roint load the Rails,B(ft)divided by two. forces. R(lbs)=PLB12 R=Point Load(lbs) P=Total Design Load(psf) L=Rail Span(ft) B=Module Length Perpendicular to Rails(ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step S. Table IS.Downforce Point Load Calculation Total Design Load(downforce)(max of case 1,2 or 3): P psf Step I Module length perpendicular to rails: B x ft Rail Span: L x ft Step 4 /2 Downforce Point Load: R lbs 27 mien UNIRACLInirac Code-Compliant Installation Manual SolarMount Step 6:Deterniine the Uplift Point Load,R(lbs),at each connection based on rail span You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table 16.Uplift Point Load Calculation Total Design Load(uplift): P psf Step I Module length perpendicular to rails: B X ft Rail Span: L X ft Step 4 /2 Uplift Point Load: R lbs Table 17. Lag pull=(Wkhdraval)capacities Obs)in typical roof lumber(ASID) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Specific 3116- ShCA* Force,R(lbs),requirements. Divide the uplift pointload(from gravity per inch thread depth Table 11)by the withdrawal capacity in the 2nd column of Douglas Fir,Larch 0.50 266 Table 12. This results in inches Douglas Fir,South 0.46 23S 6 lagbolt embedded thread depth needed to counteract the Engelmann Spruce,Lodgepole Pine uplift force.If other than lag (MSR 16SO f &higher) 0.46 23S bolt is used(as with a concrete or steel),consult fastener mfT Hem,Fir,Redwood(close grain) 0.43 212 U*A) documentation. Hem,Fir(North) 0.46 235 Southern Pine O.SS 307 Thread It is the installer's responsibility depth to verify that the substructure Spruce,Pine,Fir 0.42 205 and attachment method is L strong enough to support the Spruce,Pine,Fir maximum point loads calculated (E of 2 million psi and higher according to Step 5 and Step 6. grades of MSR and MEL) 0.50 266 Sources:American Wood Council,NDS 2005,Table I 1.2A I 1.12A Notes.(1)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities. If necessary,contact a local engineer to specify lag bolt size with regard to shear forces. (S)Install lag bolts with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary.See Table 10.3.1 in the American Wood Council.NDS forWood Construction. *Use flat washers with lag screws. 28 SolarMount Unirac Code-Compliant Installation Manual BOUNIRAC Part III. Installing SOLARMOUNT The Unirac Code-Compliant Installation Instructions support applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SOLARMOUNT Planning and Assembly, governs installations using the SOLARMOUNT and SOLARMOUNT HD (Heavy Duty) systems. [3.1.1 SOLARMOUNT rail components a 0 i 0 0 0;_;;�� - 00 0 , *1 0 0 0 Figure 5.SOLARMOUNT rail components 0 0 Rail -Supports PV modules. Usetwoperrowof 0 Aluminum two-piece standoff(optional)(3",4", modules. Aluminum extrusion,available in mill finish, 6"or 7"total height) -Use one per L-foot.Includes clear anodized,or dark anodized. 3/8"x 3/4"serrated flange bolt with EPDM washer for attaching L-foot.Unirac offers flashings for use with 0 Rail splice—Joins and aligns rail sections into single standoffs. length of rail. It can form either a rigid or thermal 0 Top Mounting Clamps-Includes T-bolts. expansion joint,8 inches long,predrilled. Aluminum extrusion,anodized,clear or dark. 0 Top Mounting Grounding Clips and Lugs 0 Self-drilling screw—(No.10 x 3/4") —Use 4 per rigid splice or 2 per expansion joint. Galvanized steel. Supplied with splice. Installer supplied materials: . Lag screw for L-foot—Attaches L-foot or standoff to 0 L-foot—Use to secure rails either through roofing rafter.Determine the length and diameter based on pull- material to building structure or standoffs. Refer to out values. If lag screw head is exposed to elements,use loading tables or U-Builder for spacing. stainless steel. Under flashings,zinc plated hardware is adequate. 0 L-foot bolt(3/8" x 3/4") —Use one per L-foot to secure rail to L-foot. Stainless steel.Supplied with L-foot. . Waterproof roofing sealant—Use a sealant appropriate to your roofing material.Consult with the company 0 Flange nut(3/8")—Use one per L-foot to secure rail to currently providing warranty of roofing. L-foot. Stainless steel.Supplied with L-foot P- 29 UNIRAC Unirac Code-Compliant Installation Manual SolarMount [3.2.1 Installing SOLARMOUNT & SMHD with top mounting clamps This section covers SOLARMOUNT standard and SMHD rack assembly where the installer has elected to use top mounting clamps to secure modules to the rails. It details the procedure for flush mounting SOLARMOUNT systems to a pitched roof. Mid Clamp End Clamp L-foot SOLARMOUNT Rail SOLARMOUNT Rail Figure 6.Exploded view of aflushmount installation mounted with L-feet. Table 18. Wrenches and Torque All top down clamps must be installed with anti-seize lubricant to prevent galling and provide uniformity in Wrench *Recommended A clamp load- 114"-20 hardware used in conjunction size torque(ft-lbs) with top down clamps must be installed to 10ft-lbs Y4-hardware 7/1 10 Of torque. When using UGC-1,UGC-2,WEEB 9.S and WEEB 6.7,114"-20 hardware must be installed to 'Is- hardware 9/16- 30 10ft-lbsof torque. Additionally,when used with Torques are not designated for use with wood connectors a top down clamp,the moduleframe cross section With anti-seize must be boxed shaped as opposed to a single,I-shaped member.Please refer to installation supplement 910: Galling and Its Preventionfor more information on galling and anti-seize and installation manual 225.6: Top Mounting Unirac Grounding Clips and WEEBLugsfor more information on Grounding Clips. k.. 30 SolarMount Unirac Code-Compliant Installation Manual .001OUNIRAC [3.2.1] Planning your SOLARMOUNT installations The installation can be laid out with rails parallel to the rafters The length of the installation area is equal to: or perpendicular to the rafters. Note that SOLARMOUNT rails - the total width of the modules, make excellent straight edges for doing layouts. . plus 1 inch for each space between modules(for mid- Center the installation area over the structural members as clamp), much as possible. - plus 3 inches(11/2inches for each pair of end clamps). Leave enough room to safely move around the array during installation.Some building codes and fire codes require minimum clearances around such installations,and the user should be directed to also check The Code'. Peak Low-profile LU High-profile mode LU mode Gutter Figure 7.Rails may be placed parallel or perpendicular to rafters. P., 31 00 .. UNIRAC Unirac Code-Compliant Installation Manual SolarMount [3.2.2] Laying out L-feet for top clamps L-feet(Fig.8),in conjunction with proper flashing equipment and techniques,can be used for attachment through existing roofing material,such as asphalt shingles,sheathing or sheet metal to the building structure. Use Figure 9 below to locate and mark the position of the L-feet lag screw holes within the installation area. If multiple rows are to be installed adjacent to one another,it is not likely that each row will be centered above the rafters. Figure 8 Adjust as needed,following the guidelines in Figure 9 as closely as possible. Overhang 33%L max Foot spacing/--*-I R.ail..Span"L" Pq 1 1/2-13/11 T�-- J Note:Modules must be Rafters centered symmetrically on the Lower roof edge (Building Structure) rails(+/-2").If this is not the t case,call Uniracfor assistance. Figure 9.Layout%fith rails perpendicular to rafters. PW 32 SolarMount Unirac Code-Compliant Installation Manual UIOUNIRAC [3.2.31 Laying out standoffs Standoffs(Figure 10)are used to increase the height of the array above the surface of the roof. Pair each standoff with a flashing to seal the lag bolt penetrations to the roof. Use Figure 11 or 12 to locate and mark the location of the standoff lag screw holes within the installation area. Remove the tile or shake,if necessary,underneath each stand- off location,exposing the roofing underlayment. Ensure that Figure 10.Standoff used in conjunction the standoff base lies flat on the underlayment,but remove no with an L-foot. more material than required for the flashings to be installed properly. The standoffi must befirmly attached to the building structure. If multiple high-profile rows are to be Overhang 33%L max Foot spacing/ installed adjacent to each other,it may not Rail Span,L be possible for each row to be centered above the rafters. Adjust as needed,following the '/8" guidelines of Fig.12 as closely as possible. —4— Installing standoffs: Lower roof edge Drill 3/16 inch pilot holes through the Rafters underlayment into the center of the rafters at (Building Structure) each standoff location. Securely fasten each standoff to the rafters with the two 5/16"lag Note:Modules must be centered syrnmetricallyon the rails screws. 2").If this is not the case,call Uniracfor assistance. Ensure that the standoffs face as shown in Figure 11. Layout with rails perpendicular to rafters.perpendicular to rafters. Figure 11 or 12. Unirac standoffs(1-5/8"O.D.)are designed for collared flashings;available from Unirac. install and seal flashings and standoffs Module overhang per using standard building practices or as the module manufactuer's company providing roofing warranty directs. data sheet 4 Ad >. I Foot spocing/ Ral Span L" Overhang 33%L,max Lower roof edge Rafters(Building Structure) Note:Modules must be centered symmetrically on the rails (+/-2*).If this is not the case,call Uniracfor assistance. Figure 12.Layout with rails parallel to rafters. 33 UNIRAC Unirac Code-Compliant Installation Manual SolarMount [3.2.41 Installing SOLARMOUNT rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. Installing Splices:If your installation uses SOLARMOUNT splice bars, attach the rails together(Fig.13)before mounting the rails to the footings. Use splice bars only with flush installations or those that use low-profile tilt legs. Although structural,the joint is not as strong as the rail itself.A rail should always be supported by more than one footing on both sides of the Figure 13.Splice bars slide into thefooting bolt splice.(Reference installation manual 908,Splices/Expansion Joints.) slots of SOLARMOUNT rail sections. Mounting Rails on Footings:Rails may be attached to either of two mounting holes in the L-feet(Fig.14). Mount in the lower hole for a low profile,more aesthetically pleasing installation. Mount in the upper hole for a higher profile,which will maximize airflow under the modules. This Top clamp will cool them more and may enhance performance in hotter climates. bolt slot Slide the%-inch mounting bolts into the footing bolt slots. Loosely attach the rails to the footings with the flange nuts. Mounting Aligning the Rail End:Align one pair of rail ends to the edge of the slots installation area(Fig.15 or Fig.16). Footing The opposite pair of rail ends will overhang the side of the installation bolt slot area.Do not trim them off until the installation is complete. If the rails are perpendicular to the rafters(Fig.15),either end of the rails can be aligned,but the first module must be installed at the aligned end. If the rails are parallel to the rafters(Fig.16),the aligned end of the rails must face the lower edge of the roof. Securely tighten all hardware after Figure 14.Foot-to-rail attachment alignment is complete(20 ft lbs). Mount modules to the rails as soon as possible. Large temperature changes may bow the rails within afew hours if module placement is delayed Edge of installation area Edge of installation area Figure 15.Rails perpendicular to the rqfters. Figure 16.Rails parallel to the rafters. la" 34 SolarMount Unirac Code-Compliant Installation Manual 10111UNIRAC [3.2.5] Installing the modules Installing the First Module:In high-profile installations,the best practice would be to install a safety bolt(1/4"-20 x 1/2")and flange nut(both installer provided)fastened to the module bolt slot at the aligned(lower)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 inverter,connect it to the first module.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.18). Finger tighten flange nuts, J boxes center and align the module as needed,and securely tighten the flange nuts(10 ft lbs). Figure 17 Installing the Other Modules:Lay the second module face 1/2"minimum Module frame down(glass to glass)on the first module. Connect intermodule cable to the second module.Turn the second module face up (Fig.17). With T-bolts,mid-clamps and flange nuts,secure the 1/4"module bolt adjacent sides of the first and second modules. Align the second and flange nu t module and securely tighten the flange nuts(Fig.19). For a neat installation,fasten wire management devices to rails with self-drilling screws. End clamp Rail Repeat the procedure until all modules are installed. Attach the outside edge of the last module to the rail with end clamps. Figure IS 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.18). Module frames 1/4"module bolt and flange nut Rail Mid clamp Figure 19 P- 35 UNIRAC Unirac Code-Compliant Installation Manual SolarMount [3.31 Installing SOLARMOUNT with bottom mounting clips, HD rail only This section covers SOLARMOUNT rack assembly where the installer has elected to use bottom mounting clamps to secure mod- ules to the rails. It details the procedure for flush mounting SOLARMOUNT HD systems to a pitched roof. PV modules face clownj solormouni ralil Fooling bolt siol Bottom mounting clip Figure 20.Installing bottom clips Table 19. Wrenches and torque Wrench *Recommended Stainless steel hardware can seize up,a process size torque(ft-lbs) called galling. To significantly reduce its Y4- hardware Z6- 10 A likelihood, (1)apply lubricant to bolts,preferably '/8-hardware '/16 30 an anti-seize lubricant,available at auto parts stores, (2)shade hardware prior to installation, Note:Torque specifications do not apply to log bolt and(3)avoid spinning on nuts at high speed. connections. See Installation Supplement 910,Galling and Its *With antkeize Prevention,at www.unirac.com- P 36 SolarMount 11nirac Code-Compliant Installation Manual :10-UNIRAC [3.3.1] Planning the installation area Distance between — log bolt centers Decide on an arrangement for clips,rails,and L-feet(Fig.21). Use Arrangement A if the full width of the rails contacts the Distance between module mounting holes module. Otherwise use Arrangement B. Caution:Ifyou choose Arrangement B,either PV module (1)use the upper mounting holes of the L-Jeet or (2)be certain that the L-Jeet and clip positions don't Modulp bolt Clip conflict. If rails must be parallel to the rafters,it is unlikely that they Rail can be spaced to match rafters. in that case,add structural J_ V L-foot supports—either sleepers over the roof or mounting blocks I flu 111111 beneath it. These additional members must meet code;if in IF- doubt,consult a professional engineer. Distance between Never secure the footings to the roof decking alone. Such an 1/2_7/8 log bolt c nt rs arrangement will not meet code and leaves the installation �Dislonce between and the roof itself vulnerable to severe damage from wind. S module mounting ho Leave enough room to safely move around the array during installation. The width of a rail-module assembly equals 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. Figure 21.Clip Arrangements A and B 37 UNIRAC 11nirac Code-Compliant Installation Manual SolarMount [3.3.21 Laying out the installing L-feet for bottom clips L-feet,in conjunction with proper flashing equipment and techniques,are used for installation through existing low profile roofing material,such as asphalt shingles or sheet metal. They are also used for most InstaH ground mount installations. To ensure that the L-feet will be easily accessible during Second flush installation: 11 • Use the PV module mounting holes SolarMouht Rails 11 k I nearest the ends of the modules. • Situate the rails so that footing bolt slots face outward. 9 instA First The single slotted side of the L-foot must always lie against the roof with the double- 7L 71 slotted side perpendicular to the roof. Lower Foot spacing(along the same rail)and rail roof overhang depend on design wind loads. edge Rafters Install half the L-feet: • If rails are perpendicular to rafters Figure 22.Layout with rails perpendicular to rafters. (Fig.22),install the feet closest to the lower edge of the roof. • If rails are parallel to rafters (Fig.23),install the feet for one of the rails,but not both. Ensure that the L-feet face as shown in Rafters,,, Install L-Feet Figure 22 or Figure 23. 4- First Hold the rest of the L-feet and fasteners aside until the panels are ready for the installation. -E-4- 04- -04- IN 4- 04- 04- N 4- Blocks Install L-Feet Second Figure 23.Layout with rails parallel to rafters. 38 SolarMount Unirac Code-Compliant Installation Manual .00.mUNIRAC [3.3.3] 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.21,page 22). 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. Assemble the clips,mounting bolts,and flange nuts. Torque the flange nuts to 10 foot-pounds. [3.3.41 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 Clip slots. slots Consider the weight of a fully assembled panel. Unirac recom- Mounfirg mends safety lines whenever lifting one to a roof. slots Align the panel with the previously installed L-feet. Slide 3/8 Flange inch L-foot mounting bolts onto the rail and align them with Foo ing nut the L-feet mounting holes. Attach the panel to the L-feet and bolt slot finger tighten the flange nuts. Rails may be attached to either of two mounting holes in the footings(Fig.24). • Mount in the lower hole for a low,more aethetically Figure 24.Leg-to-rail attachment 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 installa- tion 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 the 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. Np 39 .1 UNIRACUnirac Code-Compliant Installation Manual SolarMount [3.41 Installing SOLARMOUNT with grounding clips and lugs Clips and lugs are sold separately. UGC-1 If, Top mounting clamps Module ......... T-b Olt Nib CO- vp us I I Figure 25.Slide UGC-1 grounding I UGC-1 clip into top mounting slot ofrail. Intertek Torque modules in place on top of clip.Nibs will penetrate rail anod- UL S�nd-d 467 ization and create groundingpath through rail. SOLARM(5UNTO rail(any type) Figure 26. Insert a bolt in the WEEBLug aluminum rail or through the clearance hole in the stainless steel flat washer.Place the stainless steel flat washer on the bolt,oriented so the dimples will contact the aluminum rail.Place the lugportion 4 on the bolt and stainless steel flat washer.Install stainless steel C, flat washer lock washer and nut. WEEBLug ftft, 7ighten the nut until the dimples are completely embedded into the rail and lug.Re embedded dimples make Stainless Steel Flat a gas-tight mechanical connection Washer(WEEB) and ensure good electrical connection between the aluminum rail and the lug through the WTEB. OUNTO rail (any type) _-A Figure 2 7.UGC-I layoutfor even Figure 28.Single wire grounding and odd number ofmodules;in row. with spliced rails. "X"denotes places to install UGC-1. KEY "I—dule tit SOLARMOUNT rail(any type) in� Rail splice Ir i i MH i X Grounding lug Even Number ofModules in row Copperwire Odd Number ofModules in row Single grourldi�g �Mre for entire Y 40 17,�_�7 APPLOW HATERIBAL8 A [ENGONEERON89 UNC. I 1___= 980 41st street Tel: (510) 42G-8190 Oakland, CA 94608 FAX: (510) 42G-8186 e-mail: info@appmateng.com May 22, 2009 Revised Pages 10 & I I on 1211312011 for Editorial Changes Only Report Re-stamped on 0211412014 Mr'. Stewart Wentworth Project Number 108443C QUICK MOUNT PV ICC-ES FILE #08-09-16 936 Detroit Avenue, Suite D Concord, CA 94518-2539 Subject: Quick Mount PV Load Testing loc-ES AC13 &.ASTM.D 1761 Dear Mr. Wentworth: As requested, Applied Materials & Engineering, Inc. (AME) has completed load-testing Quick Mount PV system anchors for shear andlensile strength. The purpose of our testing was to.evaluate the tensile and shear load capacity of the Quick Mount PV system in a high density (Douglas Fir) and a low density wood (Cedar). SAMPLE DESCRIPTION Twelve (12) 12"xl2" samples with.2-1/4" X 3-1/8" Unirac Angle.were delivered to our laboratory on April 26, 2009; six each for Douglas Fir and Cedar. A copy of the installation instructions is provided in Appendix A. Typical sample photo is providedin Appendix B. PROCEDURES.&.RESULTS Since an acceptance criterion(AC)has not been developed for this product,the samples were tested under the direction of Mr. Yamil Moya, P.E. with ICC-ES, and in general accordance with applicable procedures outlined in ASTM D 1761 and AC13. a. Tensile.Strength Three samples each of the two types of wood were tested for tensile strength on April 2.8, 2009 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a tensile load was applied to the Unirac Angle at a displacement rate 0.1 inches per minute without shock until failure. Detailed results are provided in Table 1. Based on these results, the average tensile strength of the hanger bolt in Douglas Fir and Cedar wood species were determined to be 2554 lbf and 1355 lbf, respectively. Page 1 of 11 Mr. Stuart Wentworth Project Number 108443C QUICK MOUNT PV Quick Mount PV Load Testing May 22, 2009 b. Shear Strength Three samples each of the two types of wood were tested for shear strength on May 1-2,2009 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a shear load was applied to Unirac Angle at a displacement rate 0.1 inches per minute without shock until failure. Detailed results are provided in Table II. Based on these results, the average shear str' ength of the hanger bolt in Douglas Fir and Cedar wood species were deten-nined to be 2203 lbf and 1957 lbf, respectively. Photographs illustrating typical setups are provided in Appendix C. If you,have any questions regarding the above, please do not hesitate to call the undersigned. Respect-fully Submitted, APPLIED MATERIALS & ENGINEERING,INC. Reviewed By: ESS1 4�6�a4mmedraijaz en Ph. E. M Laboratory Manager cinal- e OF C ACCREDITED Page 2 of 11 TABLE I QUICK MOUNT PV-5/16"X6" HANGER(LAG)BOLT WITH 2-1/4" X 3-1/8" UNIRAC ANGLE TENSILE LOAD TEST RESULTS PROJECT NUMBER 108443C SAMPLE ID WOOD SPECIES ULTIMATE LOAD FAILURE MODE IN TENSION(LBF) T-1 Douglas Fir 2660 Lag bolt pulled out T-2 Douglas Fir 2567 Lag bolt pulled out T-3 Douglas Fir 2434 Lag bolt pulled out Average ... 2554 T-4 Cedar 1323 Lag bolt pulled out T-5 Cedar 1309 Lag bolt pulled out T-6 Cedar 1433 Lag bolt pulled out Average 1355 /�PPD UEDD HAMHaLS A EN811HEERM,M. Page 3 of 11 TABLE 11 QUICK MOUNT PV-5/16"X6" HANGER(LAG)BOLT WITH 2-1/4" X 3-1/8" UNIRAC ANGLE SHEAR LOAD TEST RESULTS PROJECT NUMBER 108443C SAMPLE ID WOOD SPECIES ULTIMATE LOAD FAILURE MODE IN SHEAR(LBF) S- 1 Douglas Fir 2351 Bent lag bolt S-2 Douglas Fir 2012 Bent lag bolt S-3 Douglas Fir 2245 Bent lag bolt Average ... 2203 ... S-4 Cedar 2060 Bent lag bolt S-5 Cedar 1907 Bent lag bolt S-6 Cedar .1903 Bent lag bolt Average 1957 &FOUED HA70�,%Lg ENONEEMN0,W. Page 4 of 11 APPENDIX A Page 5 of 11 INSTALLATION (510) 6S2-6686 INSTRUCTIONS Uluick Mount www.quickmountpv.com TOOLS NEEDED Measuring tape, roofer's S. SLIDE QUICK MOUNT flat bar, chalk line, stud 7-010 M INTO PLACE finder, caulking gun with roofing sealant, drill with Lift comp tile and slide 1/4"long bit, drill with 1/2" Quick Mount into place. deep socket. 1. LOCATE RAFTER Using horizontal and vertical chalk lines to align hole for placement of each Quick Mount 6. SET HANGER BOLT, NUT SEALING WASHER& 2. DRILL PILOT HOLE NUT Using drill with 1/4" -�—FLAT WASHER Using drill with 1/2"deep long bit, drill pilot hole deep socket, set sealing BLACK GASKET washer with rubber side through roof and rafter, taking care to drill down, then nut, and NUT tighten into place. square to the roof. ---SEALING WASHER HANGER BOLT- 7.ADD RUBBER QUICK MOUNT GASKET Push black gasket into FLASHING ........... place flush with top of AND BLOCK— Quick Mount block. .......... 3. LIFT TILE Lift composition roof tile with roofers flat bar,just above placement of Quick 8. SECURE RACK INTO Mount. PLACE, WITH FLAT WASHER&NUT 4. SEAL HOLE Using ...... Using drill with 1/2"deep caulking gun with roofing socket, set up rack over bolt, sealant, squeeze a dab of with flat washer, then nut, roofing sealant into hole, and tighten into place. PATENT PENDING 03-2008 flnstal[Inst.] APPENDIX B IWLNED WHORLS A EMOOMEERR NO,WC. Page 7 of 11 Omuick MountPNI SPECIFICATION SHEET Quick Mount PV is an all-in-one waterproof flashing and mount to anchor photovoltaic racking systems, solar thermal panels, air conditioning units, satellite dishes, or anything you may need to secure to a new or existing roof. It is made in the USA of all aluminum and includes stainless steel hardware. It works with all standard racks, installs searniessly and saves labor by not needing to cut away any roofing, will out live galvanized 2 to 1, and is a better low-profile mount. (2) Hex Nuts Flat Washer (B) 1"x 5/16" 5/16" Rubber Gasket 60 Durometer EPDM Sealing Washer (A) 3/4"x 5/16" Hanger Solt 5/16"x 6" 1-1/2" Machine, 1-1/2"Spacer, 3" Lag Mount&Flashing Aluminum - Mount 2-1/4"l x 1-1/4"w x 1-1/4"h Flashing .05"thick. Wm. For standard composition roofs: flashing is 1 2r" x 12", mount is attached 3"off center. For shake roofs: flashing is 18"x 18", mount is attached 6"off center. Patent Pending Note: Mount is cast aluminum Page 8 of 11 APPENDIX C Page 9 of 11 QUICK MOUNT PV TENSION TEST SETUP AME PROJECT 108843C Tensile Load, P A Cast Aluminum Unirac Test Wood Block Angle APPMED HAM-RUL3. .8 Emam"Emma,mc. Page 10 of 11 QUICK MOUNT PV SHEAR TEST SETUP AME PROJECT 108843C Shear Lo :��........ Cast N Aluminum Block Unirac Angle Test Wood 2 Distance in inches from the flashing where the centerline of the point load is located is 2.75" ,kPPLOED MAMMALS A EMMMEEROMM,ONC. Page 11 of 11 Walnut Creek,CA 94598 November 20,2013 qukk maufl� FV6 Engineering Letter www.quickmountpv.com RESPECT THE ROOF 925-478-8269 Stamped Engineering Test Reports Do Not Expire To whom it may concern, Quick Mount PV offers extensive testing for all our products conducted by a third-party licensed professional engineer. All our third-party engineering reports are stamped by a licensed professional engineer at the time the reports were prepared and do not expire. Our engineering reports continue to be valid as long as the professional engineer's license (date within the stamp) was valid when the reports were prepared (the report date). Even if the license has expired between the time the engineering reports were prepared and the time when a local agency reviews them,the reports do NOT need to be re-stamped with a current stamp. This information is written into California State law under the Professional Engineers Act within the Business and Professions Code (B&P Code §§ 6700-6799).The California Board for Professional Engineers and Land Surveyors(BPELS) provides further clarification of the code in their Guide to Engineering & Land Surveying for City and County Officials, page 12 section 27,which is cited below. 27. If the license has expired between the time the engineering documents were prepared and the time when the local agency's review is performed,do the documents need to be re-sealed by a licensee with a current license? IMP Code §§ 6733, 6735, 673S.3,6735.4) As long as the license was current at the time the engineering documents were prepared, the documents do not need to be re-sealed prior to review by the local agency. However, any changes (updates or modifications) to the documents that are made following the review by the local agency would have to be prepared by a licensed engineer with a current license and those changes would have to be signed and sealed. It should also be noted that as of January 1,2010 professional engineers are not required to include their license expiration date when they sign and stamp engineering documents only the date that they signed the document (B&P Code §§ 6735, 6735.3, 6735.4, 6764, 8750, 8761 &8764.5). Links to all of the codes and guides referenced in this letter may be found online at quickmountpv.com under FAQ. Please submit any further questions to te,ch@quickmountpv.com. Sincerely, Jennifer D.Alfsen,BSME R&D Mechanical Engineer Quick Mount PV c ICC-ES EvaWation Report ESR-2835 Reissued April 1, 2013 This report is subject to renewal April 1, 2015. vimm.1cc-es.om 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Counc#8 DIVISION:06 00 00—WOOD,PLASTICS AND 4.0 DESIGN AND INSTALLATION COMPOSITES 4.1 Design: Section:06 06 23—Wood,Plastic.,and Composite Fastenings The tabulated allowable strengths shown in this report are based on allowable stress design (ASD) and include the REPORT HOLDER: load duration factor, CD, corresponding with the applicable loads in accordance with the National Design Specification QUICK MOUNT PV for Wood Construction(NDS). 936 DETROIT AVENUE,SUITE D Where* the roof mounts are exposed to in-service CONCORD,CALIFORNIA 94518 temperatures exceeding 1000F (37.80C), uplift allowable (925)687-6686 loads shown in Table I must be adjusted by the www.guickmountt)v.com temperature factor, Ct, in accordance with Section 10.3.4 EVALUATION SUBJECT: of the NDS. When products are attached to wood framing having an in-service moisture content greater than 19 QUICK MOUNT PV ROOF MOUNTS percent (16 percent for engineered wood products), or where wet service is expected, the allowable loads must 1.0 EVALUATION SCOPE be adjusted by the wet service factor, Cm, specified in Section 10.3.3 of the NDS. Connected wood members Compliance vAth the following code: must be analyzed for load-carrying capacity at the connection in accordance with the NDS. 2006 International Building CodeP(113C) 4.2 Installation: Properties evaluated: The flashing plate must be placed underneath the shingle • Structural or shake in a weather-lap fashion. Prior to the hanger bolts • Water penetration being placed through the spacer block hole, the hole must be filled with a sealant approved for roofing applications. 2.0 USES The lag-screw end of the hanger bolt is screwed into the rafter through the spacer block and flashing plate. The The Quick Mount PV Roof Mount is a mounting bracket sealing washer and nut are fastened through the threaded used to attach solar panel mounting systems to the wood rod portion of the hanger bolt. The black gasket is then framing of roofs with asphalt shingle or wood shake roof placed over the nut and through the threaded rod to seal coverings. the hole of the spacer block. Then a 5/16minch (7.9 mm) 3.0 DESCRIPTION stainless steel nut is placed to secure the connection of a mounting bracket, which is supplied by others, onto the The Quick Mount PV Roof Mount has three main UNC threaded end of the hanger bolt. Installation of the components: a hanger bolt, an aluminum spacer block and Quick Mount Roof Mount is limited to roofs having a flashing plate. The hanger bolt is a 6/16-inch-diameter-by- minimum slopes of 2:12 (18 percent) and maximum slopes 6-inch-long (152 mm) fastener with lag-screw threads on of 24:12(200 percent).The minimum specific gravity of the one end and UNC threads on the opposite end. The wood member is as noted in Table 1. hanger bolts are fabricated from stainless steel as 5.0 CONDITIONS OF USE described in the approved quality documentation. The flashing plate can be either 12 inches(305 mm) square or The Quick Mount Roof Mount described in this report 18 inches (457 mm) square and is formed from 0.05-inch- complies with, or is a suitable alternative to what is thick (1.3 mm) aluminum conforming to ASTM B 209. The specified in,the code indicated in Section 1.0 of this report, 12-inch square flashing plate is used for installation with subject to the following conditions: asphalt shingles roofs and the 18-inch square flashing The Quick Mount PV Roof Mount must be installed in plate is used for installation with wood shake roofs. The accordance with this report and the manufacturer's aluminum spacer block measures 2.25 inches (57 mm) published installation instructions. In the event of a conflict deep by 1.25 inches (32 mm) long. See Figure 1 for an between this report and the manufacturers published illustration of the Quick Mount Roof Mount. installation instructions,this report governs. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed or its use.There is no warranty by ICC Evaluation Service,Ll C,express c as an endorsement ofthe suhiecl ofthe report or a recommendationf "RENEW to anyfinding or other mailer in this report,or as to any product covered by the report. Copyright @ 2013 Page I of 3 ESR-2835 I Most Widely Accepted and Trusted Page 2 of 3 Calculations showing compliance with this report must be 6.2 Rain test data in accordance with the ICC-ES submitted to the code official. The calculations must be Acceptance Criteria for Roof Flashing for Pipe prepared by a registered design professional where Penetrations(AC286),dated February 2008. required by the statutes of the jurisdiction in which the 6.3 Quality documentation and installation instructions. project is to be constructed. 7.0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED The Quick Mount PV Roof Mount is identified with a label 6.1 Load test data in accordance with the ICC-ES bearing the report holder's name (Quick Mount PV), the Acceptance Criteria for Joist Hangers and Similar product name or designation, and the evaluation report Devices(AC1 3), dated October 2006. number(ESR-2835). TABLE I—QUICK MOUNT ROOF MOUNT ALLOWABLE UPLIFT AND LATERAL LOADS 1,2,3 LOAD DIRECTON 4 SPECIFIC GRAVITY OF LUMBER RAFTER ALLOWABLE LOAD(Ibf) Uplift 0.50(Douglas fir-4arch) 811 0.36(Western cedars) 436 Lateral 0.50(Douglas fir-4arch) 671 0.36(Western cedars) 634 For SI:1 lbf=4.48 N. 'The lag screw portion of the 5116-inch-diameter(7.9 mm) hanger bolt must be installed into the rafter with a minimum penetration of 2.875 inches(73 mm)and must satisfy edge distance specified by NDS. 2Design forces must be determined in accordance with the applicable code and must not exceed the tabulated values. No increases for load duration are permitted. 3Where the temperatures in the vicinity of the roof framing exceed 1000F(37.80C),the tabulated uplift allowable loads must be multiplied by the temperature factor,Ci,set forth in Section 10.3.4 of the NDS. 4Uplift load direction is perpendicular to the plane of the roof. Lateral load direction is parallel to the rafter. Lateral load perpendicular to the rafter is outside the scope of this report. See figures below for a description of the load direction. �Upfilt Lateral < FIGURE I ESR-2835 Most Widely Accepted and Thisted Page 3 of 3 //5116"FlutWesher Typical 5('16'bbberSul wd woter-light AM nit incluhd it 5[16"hi ........... Staling Washet 1201 W/Mpccer 3"Ing I]' DS11 or Pound v sule 1:5 FIGURE 2 Address: 3713 Mount Angeles Road PREPARED 3/07/16, 12:42:13 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 3/07/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 3713 MT ANGELES RD SUBDIV: CONTRACTOR : PHONE OWNER Maureen Sandison PHONE PARCEL 06-30-14-3-1-9110-0000- APPL NUMBER: 16-00000252 RES MECHANICAL PERMIT ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------- ----------------------------------:---------------------------------- L MECHANICAL FINAL ME99 01 3/07/16 March 7, 2016 9:43:49 AM jlierly. nKaren 457-4508 ---- ----------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES oo DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 16-00000252 Date 2/24/16 Application pin number . . . 143616 Property Address . . . . . . 3713 MT ANGELES RD ASSESSOR PARCEL NUMBER: 06-30-14-3-1-9110-0000- REPORTSALES TAX Application type description RES MECHANICAL PERMIT on your state excise tax'form Subdivision Name . . . . . . Property Use . . . . . . . . RESIDENTAL SF 9000 to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 6829 (Location CodeV502) , ---------------------------------------------------------------------------- y Application desc REPLACEMENT OF OUTDOOR HEAT PUMP UNIT ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ Maureen Sandison OWNER 3713 Mt. Angeles PORT ANGELES WA 98362 — -----------------------------------L------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 64.80 Plan Check Fee .00 Issue Date . . . . 2/24/16 Valuation . . . . 0 Expiration Date . . 8/22/16 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 ---------------------------------------------------------------------------- Special Notes and Comments Per Washington State Code 51-51-315, installation of Carbon Monoxide detector(s) is required if you are installing or replacing a fuel burning appliance (wood, pellet, gas)and must be in place prior to the final inspection of this permit. They are required to be place directly outside of each sleeping area and at least one on each floor of the house. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -------7-- ---------- Permit Fee Total 64.80 64.80 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 64.80 64.8Q .00 .00 06 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 has commenced, or if required inspections have not been requested within ISO 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 6f 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 an state or local law regulating construction or the performance of construction. Date Print Name Signature��Coynacto 0 Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backfiow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage I Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs jSkirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction -R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 1 Building 417-4815 02/22/2016 06:26 13604525177 ALL WEATHER HEATING PAGE 01/03 TmF- For City Use CITY OFr -Cy-6-�' Permit# W A S H I N G T 0 N, U. S. Date Received; 3 2 1 E Sth Street Date Approved '7- 5z— 1 0 Port Angeles,WA 9836 P,360-417-4817 F.360-417-4711 Email.permitUM-0.1yDivam BUILDING PERMIT APPLICATION Project Address:3713 Mt. Angeles Road Pbone:360-457-4508 Primag Contact:Maureen Sandison Eynail: N.vne Maureen Sandison Pharw 360-457-4508 Property MaMing Addreu Eman Owner city 3713 Mt. Angeles Rd State Port Angeles WA 7"P 98362 Name All Weather Heating & Cooling, Inc. Phone 360-452-9813 Contractor Addre"302 Kemp Street Email billing@allweatherhc.com Information c-ity Port Angeles StatewA 71P 98362 ContractorLicen9c4ALLVVEHC150KU J Exp.Date-9116 Legal Description: Zoning: Tax Parcel# Project Value: (materiab;and labor) 1 1 J $ 6829.20 Residential 10 Commercial 11 Industrial 1:1 Public 0 Permit Demolition 11 Fire El Repair 0 Reroof(teat off/lay over) El Classification For the falla3ldng.B11 out both pages-of permit anglicatiom: (check New Construction 0 Exterior Remodel 13 Addition 0 Teriant Improvement L3 OPPr"Pr"'t') Mechanical 9 Plumbing El Other 0 F orExisdiog? Yes 13 No sed I Irrigatio —�Posed Bathroom osed Bedrooms ire Sprinkler Systern Propo n System Proposed o 13 Existing? Yes 0 No 0 In addition to standard hard copy submittalsPlease send a PDF copy of 41.1 Stormwater plans and Engineering to NNE.Stormwaterp-c"9&a.us Project Descri]etion Dked replacemnt of outdoor heat pump uinilt, Diked moacement of outdoor heat pump udlL Is project in a Flood Zone: Yes El No13 Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ 1 have read and completed the application and know it 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 and to obtain permits prior to work. I understand that plan review fees are not reftindable after review has occurred. Uunderstand that I will.forfeit review fees if T withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within.x8o days of submittal,the application will be considered abandoned and the fees will.be forfeited. Karen McKeown Date Print Name �:tgnature Address: ount Angeles Road '9,-713 m� , �-Vpl PREPARED 7/31/15, 9:31:37 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 7/31/15 ------------------------------------------------------------------------------------------------ ADDRESS . ; 3713 MT ANGELES RD SUBDIV: CONTRACTOR POWER TRIP ENERGY CORP PHONE (360) 643-3080 OWNER CORN JOE B PHONE PARCEL 06-30-14-3-1-9110-0000- APPL NUMBER: 15-00000701 RES SOLAR PROJECT ------------------------------------------------------------------------------------------------ PERMIT: BSOL 00 BUILDING PERMIT - SOLAR REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 7/31/15 L�JLA BLDG FINAL July 30, 2015 1:04:38 PM jlierly. 360-643-3080 BOBBIE -------------------------------------- ------------------- ---------- COMMENTS AND NOTES CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 N Application Number . . . . . 15-00000701 Date 6/18/15 Application pin number . . . 402644 Property Address . . . . . . 3713 MT ANGELES RD ASSESSOR PARCEL NUMBER: 06-30-14-3-1-9110-0000- REPORT SALES TAX Application type description RES SOLAR PROJECT on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . RESIDENTAL SF 9000 to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 17975 ---------------------------------------------------------------------------- - Application desc RESIDENTIAL ROOF MOUNTS SOLAR ARRAY ----------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CORN JOE B POWER TRIP ENERGY CORP 1317 E 7TH ST 83 DENNY AVE PORT ANGELES WA 983626605 PORT TOWNSEND WA 98368 (360) 643-3080 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - SOLAR Additional desc . . RES SOLAR GRID TIE ROOF MOUNTE Permit Fee . . . . 130.00 Plan Check Fee .00 Issue Date . . . . 6/18/15 Valuation . . . . 17975 Expiration Date . . 12/15/15 Qty Unit Charge Per Extension BASE FEE 130.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ------ --- ----- ------ ------ --- --- Permit Fee Total 130.00 130.00 00 00 Plan Check Total .00 .00 .00 .00 Grand Total 130.00 130.00 .00 .00 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 has 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. -�� 11�etpAo Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Vooting/Slab 113locking&Hold Downs ISkirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 L Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY &ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 FAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 15-00000701 Date 6/18/15 Application pin number . . . 402644 Property Address . . . . . . 3713 MT ANGELES RD ASSESSOR PARCEL NUMBER: 06-30-14-3-1-9110-0000- REPORT SALES TAX Application type description RES SOLAR PROJECT Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . RESIDENTAL SF 9000 to the City of Port Angel es Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 17975 (Location Code 0502) ---------------------------------------------------------------------------- Application desc RESIDENTIAL ROOF MOUNTS SOLAR ARRAY ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CORN JOE B POWER TRIP ENERGY CORP 1317 E 7TH ST 83 DENNY AVE PORT ANGELES WA 983626605 PORT TOWNSEND WA 98368 (360) 643-3080 ------------------------------------------------------7--------------------- Permit . . . . . . BUILDING PERMIT - SOLAR Additional desc . . RES SOLAR GRID TIE ROOF MOUNTE Permit Fee . . . . 130.00 Plan Check Fee .00 Issue Date . . . . 6/18/15 Valuation 17975 Expiration Date . . 12/15/15- Qty Unit Charge Per Extension BASE FEE 130.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 130,00 130.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 130.00 130.00 .00 .00 U�v /1 Ao� 6 Lj Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements.This permit becomes null and void ifwork 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 has 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. Date Print Name Signaturl Contractor or Qrized Agent Signature of Owner(if owner Is builder) T:Forms/Building Division/Building Permit 'ORT For City Use 3 THE -r F i CfTY 0 1- ;' LES -J.16- Permit# W A SH INGTO. N. U. S. Date Received: 321 E 51b Street Date Approved 6�Y-�q- Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permitsocilyo BUILDING PERMIT APPLICATION Project Ad&ess: Aakwr AN4-c-,�tF5 70vie�--TP-1p E"ep-49 C-e- Phon e: 3 0 9 0 ro Fk--c IT) 36 o q,3 Lb PrimaryContact- -,T0Kf-1 FLEt-w4cy �Email: '40W-1 a Nam�r C M44�EE�J SAqb1,<,0,q Phone -34�o-45'[ 450�b Property Mailin Address Email -7 - C&M Owner -;;. m.r." City F6 p- State WA- Zip q?36 7- Name Phon PCIV13 0R-Tlu P E14 eA-&l co, '(S(�0) Contractor Address Email — Information Put-," AAE . -46hm city 'FoA:.- T-cwmse�-t4b State Wk zip 9 BSI;2, Contractors license# ?0W1FkTE 9-34aff Exp.Date: ti Legal Description: Zoning: Tax Parcel#67jV,--10 Project VaJue: (materials and labor) $ Residential Commercial ff Industrial Public Permit Demolition 0 Fire 0 Repair 11 Reroof(tear off/lay over) Classification For the following,fill out both pages of permit allplication: (check New Construction El Exterior Remodel El Addition 0 Tenant improvement 0 appropriate) -L Mechanical 1:1 Plumbing 0 Other n Fire Sprinkler System? Irrigation System? Proposed Bathrooms Proposed Bedrooms Yes 13 No 5L Yes 13 No S Project Description Accr- 6ipub�-Tie- b P V Is project in a Flood Zone: Yes 13 NoIM Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have 'read and completed the application and know it 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 and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date Print Name Signi .. , No Rec'd HTE Apprv'd $130 Fee Application and Checklist for Roof Mounted Residential Solar Panels Project Information: Property Owner Name: Joe Corn&Maureen Sandison Project Address: 3713 S. Mt.Angeles Rd, PA Phone:360-457-4508 Contractor Name: Power Trip Energy Co Registration#: POWERTE934QE Contractor Phone: 360-643-3080 PV system Roof mounted grid tied 6.05 kW Mfg/model#of major equip:SolarWorld description: 22.modules,6 kW inverter 275 watt Protect PV modules,SMA 6000TIL- US-22 inverter Per WAC 51-51-2300,if the answer to the following cluestions is"yes"a building permit will be issued for simple(10-lSkw output) PV systems without further engineering. Section M2302.2.1—Where solar panels are installed on roofs,the roof structure shall be deemed adequate to support the load of the rooftop if all of the following are met: Yes No 1. PV system is designed and proposed for a single family or detached accessory structure El 2. The photovoltaic panels and modules and supporting structure shall be constructed of noncombustible materials or fire-retardant treated wood equivalent to that required for the roof construction. The installation shall meet the requirements of the International Fire Code as amended by WA State. PV modules are listed and labeled with a fire classification in accordance with UL 1703 3. The PV system is designed for the wind speed of the local area and will be installed per the manufacturer's specifications. 4. The ground snow load does not exceed 70 pounds per square foot.The PV system is designed for the wind speed of the local area,and will be installed per the manufacturer's specifications. 5. Total dead load of modules,supports,mountings,raceways and all other appurtenances weigh El no more than four pounds per square foot. Enter total dead load of system (IbS/ft). [3.00 PSF 6. Supports for solar modules are installed to spread the dead load across as many roof-framing members as needed to ensure that no point load exceeds fifty(50) pounds. Modulesare mounted no higher than 18"above the surface of the roofing to which they are affixed and do not exceed the highest point of the roof unless approved by the local jurisdiction. NOTE: If site inspection indicates a concern that the roof structure is not adequate to support the PV modulle(s), engilne6ring may be required prior to final of the permit. As the property owner or authorized representative of the above listed property, I attest that all information in this checklist is accurate to the Oest of my knowledge. Applicant Signature: Date: 6/17/2015 Applicant Name(Please Print)- Lj)hn S. Fleming,Power Trip Energy Co Relationship to Property Owner: Installation Contractor T:\BUILDING\APPLICATION FORMS\SOLAR PERMIT CHECKLIST.DOCX Rook Rd City of PA Litility net Rook Rd meter on pedestal NORTH South Mt Angeles Rd New PV array 1;FDII0CF:'C'---z:�. P Service panels inside -VI west wall of garage JOE- COLARIr" MAUREENSolar production metej� AC disconnect on west e rior wall L'I' M M-06", Sunmodule;.,/ Protect SOLARWORLD, SW275 MONO REALVALUE L TILIV Power controlled: Lowest measuring tolerance in industry Every component is tested to meet 3 times IEC requirements Designed to withstand heavy accumulations of snow and ice Sunmodule Protect: Positive performance tolerance 30-year linear performance warranty and 10-year product warranty Glass with anti-reflective coating World-class quality Fully-automated production lines and seamless monitoring of the process and material ensure the q ua I ity that t he com pany sets a s its ben&ma rk fo r its s ites worldwide. Innovative glass technologies make extremely weather-resistant and robust solar modules POS- sible.The Sunmodule Protect offers higher mechanical resilience and a longer Service life,and still weighs the same as the Sunmodule Plus. C CW1 S The positive power tolerance guarantees utmost system efficiency.Only modules achieving or UL 1703 exceeding the designated nominal power in performance tests are dispatched.The power toler- ance ranges between-0 Wp and+5 Wp. � 7 ! SolarWorld is setting new standards with the ground-breaking 30-year linear performance guar- antee:a maximum degradation of just 0.35%p.a.provides guaranteed module performance of 90%after 21 years,and 86.85%after 30 years.' 30-year linear performance guarantee Linear performance guarantee for SolarWorld Sunmodule Protect Linear performance guarantee for SolarWorld Sunmodule Plus Competitor's tiered performance guarantee 0% !'A 3E 0% 1 5 10 is 20 25 30 Ycars 'in accordance with the applicable SolarWorld Limited Warranty at purchase. NIELM— www.solarworld,com/warranty MADE IN USA OF US solarworld.com A.413 WAPORTED PARTS Sunmodule;/ Protect SW275 MONO 64-11 REALVALUE PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/M',NOCT,AM 1.5 Maximumpower p- 275 Wp Maximum power p— 205.0 Wp Open circuit voltage V__ 39.4 V Open circuit voltage V� 36.1 V Maximum powerpoint voltage V—P 31.0 V Maximum power point voltage V11- 28.4 V Short circuit current 9.58 A Short circuit current ll� 7.75 A Maximum power point current 8.94 A Maximum power point current 1�pp 7.22 A Module efficiency 16.40% Minorreduction in efficiency under pdrtial luad cLfiditiorisat25*C:at200%,V/M2,100% (+/-2%)of the STC efficiency(1000 W/m�)is achreved- *STC:1000 W/ml.25'C,AM 1.5 1)Measuring tolerance(P,,,)traceable to TUV Rheinland:t/-2%(TUV Power Controlled), COMPONENT MATERIALS THERMAL CHARACTERISTICS Cells per module 60 NOCT 46*C Cell type Monocrystalline TC 1, 0.04%1-C Celldimensions 6.14 in x 6.14 in(156 rnm x 156 mm) TC V., -0,30%/'C Front Heat treated(EN 6121S) Tic P, -0.41%/�C Frame Clear anodized aluminum Operating temperature -40*C to 85*C weight 46.7 1 bs(21.2 kg) :C-mm S .5 k-4 v*j SYSTEM INTEGRATION PARAMETERS 1000 WJM2 Maximum system voltage SC I//NEC 1000V Maximum reverse current 16 A 800 W/m. Number of bypass diodes 3 ____600W/rn1____ Design Loads* -a rail system 113 psf downwar 64 psf upward V �A 3 ,rd ird Design Loads* Threerailsystem 170psfdownward 400 Wlmz 71 psf u pwa rd 0 Design Loads* Edge mounting 30 psf downward 200 W/ml 30 psf upward 100 W/m2 Please referto the Sunmodulemstalla'tion instructions'or the details associated with these load cases Module voltage M V_ ADDITIONAL DATA Powersorting' -0 Wp/+5 Wp -L-x 4 37�44(951) J-Box IP65 Module leads PV wire per UL4703 with H4 connectors T Module type(UL 1703) 3 11.33(288) Glass Low iron tempered with ARC 39.37(100 VERSION 2.S FRAME Version Compatible with both"Top-Down" and"Bottom"mounting methods 2.5frame 65.94(1675) bottom 4Grounding Locations: mounting 4comers of the frame holes 4 locations along the length of the L module in the extended flanget =L-x4 4.20(107)t 39.41(1001) U2(31) All units provided are imperial-Sl units provided in parenthese5_ SolarWorld AG reserves the right to make specification changes without notice, SW-01-6045US 08-2014 Friday,Janum-y 31,2014 Sna �rack- SnapNrack o r m a n 775 Fiero Lane,Suite 200 San Luis Obispo,CA 93401 Scheel "Series 100 Roof Mount" Cover Letter To Whom It May Concern, We have performed calculations for the 100 series roof mount PV system based on Structural the information provided by SnapNrack. Included with this letter are the report and calculations. We did the calculations in accordance with the 2012 IBC, ASCE 7-10, 2112 NDS, and guidelines stated in the Solar America Board for Codes arid En g i n e e r Standards. Some of the components in the SnapNrack test data were used to determine the 5022 Sunrise Blvd. capacity and section properties of materials. We collected the test data using the Fair Oaks,CA 95628 procedures outlined in the 2012 IBC Chapter 17. (916)536-9585 (916)536-0260(fax) We included the following types of load combinations and building parameters into our calculations: 1989-2013 24 years of e.rcellence ASCE 7-10 wind speeds from 110 mph to 190 for B and C exposure categories ASCE 7-10 Seismic Design Category E ASCE 7-10 Snow Loads up to 120 psf ground snow 0 Buildings with mean roof heights up to 60 foot tilt angles / roof pitches Norman Scheel,S.E. from 0 degrees to 60 degrees. LEED AP BD+C LEED AP Homes The calculations have also been completed in accordance with the 2006 IBC,2009 Fellow—SEAOC IBC, and ASCE 7-05. To use the data contained in this packet for projects that are .Fellow-ASCE E-mail:norm(i-Ossexo being evaluated to the older ASCE 7-05 wind speeds,refer to Appendix A for a Rob Coon wind speed conversion chart. Find the ASCE 7-05 (IBC 2006/2009)wind speed in General Manager the Chart in Appendix A,identify the corresponding ASCE 7-10(IBC 2012)wind r-mail:Tobcoon(a?nsse.co speed value,and proceed with using the charts contained in this packet with the Steve Smith P.E. adjusted wind speed value. Project Manager E-mail:stevesmith(a-Insse.com In our opinion, the mounting system, outlined by SnapNrack Series 100 PV Mounting System Code Compliance Installation Manual, is acceptable and meets Steven Cooksey the loading requirements as stated above. See the report and calculations included CAD Supervisor E-mail:stevcnamsse.co with this letter for more information. Jaclde Winslow If there are any further questions,please contact Norm Scheel. J. SO, Orfice Manager E-mail;iockicCalnssc-com Norman Scheel PE, SE LEED-AP BD+C,LEED-AP Homes Fellow Sji%kOC Fellow 1A.C.E. EXPIRES DECEMBER 26, L.02 !?J SnapNrack Series 100 Snap rack- ProjectInfo: Dealerd Power Trip Energy Co Project Name:1 Joe Corn,Maureen Sandison,Phq Create Date:1 2015-06-17Tl6:04:17-0700 BOM#:1 33857 PV Module Data: Module Brand SolarWorld Length 65.94 inches Model SW275mono Width 39.41 inches Depth 1.22 inches Environmental Requirements: Weight 46.70 pounds Topographic Condition Standard 71 Rated power @ STC 27500 W Standard IBC 2012 1 Rail Color Snow Load 21-30 psf — ITE Racking Color Wind Speed 130 mph — ITSK 'A CH6e-K&:1'*T Rafter Spacing 24 inches Roof Attachment Flashed L-Foot System Style: Rail Finish Black Anodized End Clamp Type Adjustable Grounding Method UL 2703 Listed Micro Attachment Kits No Edge Screen Trim?, No if"Yes",4"or 8"screen? Screen Height inches Tilt Up?[ No Sub-Arrays: I UL2703 Yes Premium Alloy Ra—i—IFNo Bulk Customer No Sub-Array Sub-Array 122" Rail 162" Rail Rail Mid End Edge Roof Modules Splices Clamps Clamps Screen Attachments 1 22 12 2 6 36 16 0 44 TOTALS] 22 12 2 6 16 16 0 44 Page I of 3 Corn-Sandison Solar Racking SnapNrack Series 100 Calculator Proposed Bill of Materials Part Number Description Qty 015-09822 SNAPNRACK,STANDARD RAIL SET,1221N,BLACK,6 PC 2 015-09818 SNAPNRACK,STANDARD RAIL SET,1621N,BLACK,2 PC 1 242-04015 SNAPNRACK,BONDING STANDARD RAIL SPLICE ASSEMBLY,BLACK 6 242-02050 SNAPNRACK,BONDING MID CLAMP ASSEMBLY,1.20-1.48IN,CLEAR 36 242-02065 SNAPNRACK,BONDING ADJUSTABLE X-END CLAMP ASSEMBLY,1.20-1.481N,CLEAR 16 232-01023 SNAPNRACK RAIL END CAP,STANDARD, BLACK 16 242-02700 SNAPNRACK,BONDING L-FOOT KIT W/BASE AND FLASHING,CLEAR L-FOOT 44 242-02101 SNAPNRACK,GROUNDING LUG ASSEMBLY 4 Total'Weight: 1SI.84 lbs �-System Total Weight: 1240.00 lbs jArray Area=22 modules x(40.4"x 67"/144 sq.inch per sf)=414 sf jPounds per Square Foot of Array=1240 lbs/414 sf=3.00 psf Item 5 checklist jPounds per attachment=1240 lbs/44=28.2 lbs per attachm ent Item 6 checklist Page 2 of 3 Modules Per 7 Array Pitch(degrees) 0 Sub-Array Modules 22 Row Nodule 4 Building Height(ft) 0 Edge Screen(ft) 0 Rows Orientation Portrait Attachment Spacing 72 Attachment Spacing 48 Array Power(kW) 6.05 (inches) Override(inches) The maximum recommended rail span for this sub-array is 72 inches.The rail span for modules located in edge zones is reduced by 24 inches to 48 inches Group I Rail Group 2 Rail Group 3 Rail Group 4 Rail Group 5 Rail 122"Rail 162"Rail Row Mid Row End Row Attach- Module Rail Length Length Length Length Length Qtv City Clamps Clamps Solices ments Bonding Bonding 241.46 4 0 10 4 2 12 0 1 241.46 4 0 10 4 2 12 0 1 241.46 4 0 10 4 2 12 0 1 161.64 0 2 6 4 0 8 0 1 EIFIDDE101:1 Sub-Array 12 2 36 16 6 44 0 4 Totals Corn-Sandison Solar Racking Page 3 of 3