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Home My WebLink About2321 W 18th St - BuildingApplication Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning RS9 RESDNTL SINGLE FAMELY Application valuation 0 Application desc 1 circuit hot water tank Owner SERENITY HOUSE OF CLALLAM PO BOX 4047 PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS WA 98362 185553 73 50 5/12/11 11/08/11 Signature of owner or Electrical Contractor X G \EXCHANGE \BUILDING ELECTRICAL PERMIT CIT1 OF PORT ANGELES 360 -417 -4735 11 00000454 52944 2321 W 18TH ST 06 30 99 1 1 0210 0000 ELECTRICAL ONLY Con ractor ELECTRIC SERVICE 82 DRAPER RD PORT ANGELES (360) 452 6424 ELECTRICAL ALTER COMMERCIAL Qty Unit Charge Per 1 00 73 5000 ECH EL BRANCH CIRCUIT W0 /FEEDER Charged Paid Credited 73 50 73 50 00 00 00 00 73 50 73 50 00 DATE PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Plan Check Fee Valuation Date 5/12/11 WA 98 62 Due RESULTS Extension 73 50 00 00 00 00 0 I2 f) I 4 6'176 .t[ t h*P REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTOR. Date MAY -11 -2011 10 26A FROM ELECTRIC SERVICE 4526424 vv vi i 1 .4/ 1 1 J7 AM V, 1.y .1 ,Qlllllllb' U ,)L., r It IIV Owner Informatio Name: Qv- 2N t4 Mauro Adds 1.3 w L City: Y State: 1 04 Zip: 4 fi 16 a Phone: 11- 7 Ds ar License rk Exp Item Service/Feeder 200 Amp. Service/Feeder 201 400 Amp. Servi /Feeder 401 Amp ServIr /Feeder 601 1000 Amp. .Service/Feeder over 1000 Amp. Branch Circuit W /Service Feeder Brunch Circuit W/0 SeMce Feeder Each Additional Brunch Chwit Temp. Service/ Feeder 200 Amp. Temp. ServicelFeeder 201.400 Amp. Temp. Service/Feeder 401 600 Amp. Temp. Service/Feeder 601-1000 Amp Portal to Portal Hourly Slgn/Outrme Lighting 0820 Signal Clrcult/ Limited Energy 1 First 1500 of Commercial 95.90 Note: $5.00 for each additional 1500 ar Signal Circuit/ Limited Energy 1 2 Family Dwelling 6190 Signal Circuit/ Limited Energy Multi-Family Dwelling 63.90 Manufactured Home Connection 119.90 Renewable Bechtel Energy 6KVA System or Less 102.30 Thermostat 56.00 NEW CONSTRUCT1011 ONLY First 1300 Square Ft. $110.30 Etch Additional 500 Square Ft. or Portion of 3520 Each.0uthuilding or Detached Garage 73.50 Each Swimming Pool or Hot Tub 110.30 Unit Charge 119.90 145.50 204.60 26220 372.60 2.60 573.60 Z60 92.70 $110.30 148.70 167.90 95.90 Dated: /L4 TO 4174711 RECE E MAY 11 2011 ELECTRICAL INSPECTIONS Contractor Informali Name: oi»ir2oio P 1'1 1 UU J�rr �y '7 b OTotal CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspection 321. East Fifth Street —P.O. Boa 1150 /Fort Angeles Washing t3 a, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 Date: 4- jt 1 2 Single Family Dwelling, �'li or Commercia Commercial Addition Alteration Remodel Repair' Plan Review May�e.egquired, Please Compete Electrical Plan Revfe1f donation Sheet Job Addresr 1. Building Square Footage: (6 If, Description of above t C) e.++ L.r t- 4 Mailing �Qdr� ■JZ Lk ✓10 City: W �'S' State: L• Zip: 6. Phone 42-4-1 Fax: cb License Y 1 Exp. 9.1...17_5=7 ,..17_. =r Total (Q y Multiplied by Unit Chargel '73. b S Owner as defined by RCW.19.28261 (1) Owner will occupy the structure for tam) cars after this electrical permit is finalized. (2) Owner is required loth an electrical contractor If above said property Is for sale, rent or lease. Pe R It expires after alx months of lest inspection. After reading the above statement, I hereby certify that 1 am the owner of the etc e named property or a licensed electrical contractor/ am making the electrical installation or alteration kn compliance with the electrical laws. N.E. RCW. Chapter 19.28, WAG. Chapter 296 The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regardi c Electrical Permit Applications. Signature of o electrical contractor or electrical administrator cash 0' cilia 0 cradeca,d 5 DATE/ PERMIT q z 7 1 i OWNER S ftE yz_FEY.A 1i, ti Nov5 CONTRACTOR ADDRESS ELECTRICAL INSPECTION WIRING REPORT 417 -4735 APPROVED DITCH ROUGH IN /COVER SERVICE FINAL COYIRECTIONS NEEDED: _AE_ L— y M D r —t7 sfLy' )..f Vi9N .L NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE INSPECTOR VV`"CV NOT APPROVED PREPARED 2/01/11 8 45 39 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/01/11 ADDRESS 2321 W 18TH ST SUBDIV TENANT NBR SERENITY HOUSE OF CLALLAM CONTRACTOR ANGELES PLUMBING INC PHONE (360) 452 8525 OWNER SERENITY HOUSE OF CLALLAM PHONE PARCEL 06 30 99 1 1 0210 0000 APPL NUMBER 10 00001086 PLUMBING PERMIT PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL99 01 9/30/10 JLL PLUMBING FINAL 9/30/10 DA September 28 2010 4 33 05 PM 1pangrle DALE 452 8525 PLUMBING FINAL WATER HEATER September 30 2010 4 28 17 PM jlierly cannot tie two w/h t &p lines together into one separate and recall /j11 PLUMBING FINAL TIME 01 00 January 31 2011 2 38 31 PM 1pangrle MARK 477 0626 PLUMBING FINAL WATER HEATER AFTERNOON PL99 02 2/01/11 COMMENTS AND NOTES Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning RS9 RESDNTL SINGLE FAMILY Application valuation 0 Application desc 1 circuit hot water tank Owner SERENITY HOUSE OF CLALLAM PO BOX 4047 PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date WA 98362 Qty Unit Charge Per 1 00 73 5000 ECH Fee summary Charged 174326 73 50 9/29/10 3/28/11 Permit Fee Total 73 50 Plan Check Total 00 Grand Total 73 50 Paid Signature of owner or Electrical Contractor X. ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 10 00001092 166176 2321 W 18TH ST 06 30 99 1 1 0210 0000 ELECTRICAL ONLY Contractor ELECTRIC SERVICE 82 DRAPER RD PORT ANGELES (360) 452 6424 ELECTRICAL ALTER RESIDENTIAL EL BRANCH CIRCUIT WO /FEEDER 73 50 00 73 50 DATE. Plan Check Fee Valuation INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION 2.16? I i) Credited 00 00 00 Date 9/29/10 RESULTS WA 98362 00 0 Extension 73 50 Due 00 00 00 REPORT STATE SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTOR. Date: SI) Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc INSTALL AN 80 GALLON ELECTRIC WATER HEATER Owner SERENITY HOUSE OF CLALLAM PO BOX 4047 PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 1 00 7 0000 EA Fee summary Charged Permit Fee Total 57 00 Plan Check Total 00 Grand Total 57 00 T:Forms /Building Division /Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 WA 98362 PLUMBING PERMIT INSTALL A WATER 174250 57 00 9/28/10 3/27/11 10 00001086 631644 2321 W 18TH ST 06 30 99 1 1 0210 0000 SERENITY HOUSE OF PLUMBING PERMIT RS9 RESDNTL SINGLE FAMILY 1280 Paid Contractor BASE FEE PL -WATER HEATER ANGELES PLUMBING INC PO BOX 1151 PORT ANGELES (360) 452 8525 HEATER 57 00 00 57 00 Credited 00 00 00 Date 9/28/10 CLALLAM WA 98362 Plan Check Fee 00 Valuation 0 Extension 50 00 7 00 Due 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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. 948// s ,&//77 1 e- Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type 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 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 Rouqh -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting 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 IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Date Accepted By Comments PLANNING DEPT Separate Permit #s SEPA. Parking Lighting I I ESA. Landscaping 1 1 SHORELINE. Inspection Type Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 FINAL Date O Accepted by 1 FINAL Date Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By 09/28/.2010 08 59 m iNSINO r 3604528583 ANGELESPLUMBING BUILDING PERMIT CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 PROJECT. ADDRESS 2321 W 18th St Port Angeles Parcel Number Floor Areas Existine lsq. ft.) geosed lsg 1 Basement 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Total footprint of structures Max. height of proposed structures WII a lawn sprinkler system be installed? Will a fire sprinkler system be installed? sq. ft.. r Lot size APPLICATION Print in ink ft. Occupancy group Occupant load Construction type Phone Phone Applicant ar Agent ANGELES PLUMBING. INC. Property Owner SERENITY HOUSE OF CLALLAM COUNTY Property Owner's Address _2321 w 18th Contractor /Engineer ANGELES PLUMBING. INC. Contractor /Engineer's Address P 0 BOX 1151 Port Angeles, WA License ANGELP1077RP Expires Phone 98362 For City Use Only Date Received 9 -251 10 Permit# 1Q- jQD Date Approved 452 -8525 452 -8525 5-15-2012 Lot Zoning PAGE 02/02 Protect Type 8 Brief Descrfptfon: o Residential )(Commercial o Wei-family o industrial Check all that apply u New Construction Addition n Remodel o Repair o Re -roof o Demolition o Heat System Heat pump o wood- burning stove ca gas fireplace pellet stove o other 'Other TATATJ R0 GAT,A.ON AT RIC WATER HEATER Per sq. ft. TOTAL VALUATION 1, 280 00 sq. ft. Lot coverage of bedrooms of full baths of half baths I have read and completed this apple on and know it b be true and correct 1 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 waking on projects. Date 9-28 -10 Print Name DALE BRUN Signature,___ T :Forms/Building DIvisionBldg Permit App1 -2006 Code.doc NOV-17-2006 02 45P FROM ELECTRIC SERVICE 4526424 City of Port Angeles Permit Application Building DivlslonlElectrlcal inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph. (360) 417-4735 Fax: (380) 417-4711 Date. q f 1 Family Dwelling ulli- Family or Commercial* Commercial Addition Alteration Remodel 1 Repair' Plan Review May Be Required, Please Complete Electrical Plan Review Informatioi tees Job Address: 9 '3 '2—t W Ccr i Building Square Footage: •-o o I f L 1 Y'�v� III II Description of above Owner Informatio Name: v• Mailing_Address: City ^-r Phone: License Exp. Unit Charge 93.75 $113.75 $160.00 $205.00 $29t25 2.00 57.50 2.00 72.50 86.25 $116.25 $13t25 75.00 69.00 75.00 50.00 50.00 93.75 80.00 86.25 27.50 57.50 86.25 43.75 Contractor f rmation t Name: Ii lit Q C.-rat SA2_ t,,_,,._12_ MaiJin d4 .,i 9'i 0 r t• U s S ate: W 4 Zip: 9 k h. 3 City �4! State. (�0c Zip: Q X3 C' Phone: 4 jJ -6 2 -"1 Fax: S c-.-4P License :.y M t. 01.— (Z cer- t r 3 Z 11 VW 6 2S Qty Signature of o etertricat corm actor or electrical administrator f TO 41747 ECENE3 SEP 2 9 2OJ ELECTRICAL INSPECTIOPo Total (Qtv Multiolied by Unit CI e Service /Feeder', rnp. Service /Feeder A00 Amp. Service/Feeder ii 00 Amp. Service /Feeder 000 Amp Service/Feeder t.j ;000 Amp. Branch Circuit Vt.J 4vice Feeder 5 re, Branch Circuit V A $lervice Feeder Each Addcional i r �,1► Circuit Temp. Service) t it =ar 200 Amp. Temp. Service 1 r 201 -400 Amp. Temp. ServicelF 1 I r 401 600 Amp. Temp. Service 11J 601 -1000 Amp. Portal td Portal r 7 Sign /Outline Lig .1 '.c Signal Circuit/ Li i 1 1 Energy Commercial Signal Circuit/ Li I Energy 18 2 Family Dwelling Signal Circuit/ Li 1 1 Energy Multi Family Dwelling Manufactured H i z Connection Renewable Elea li Energy 5KVA System or Less First 1300 Squat; 4 Each Additional i 'Square Ft: or Portion of Each Outbuildin 1 )etached Garage Each Swimming- .i i or Hot Tub Thermostat 1 <2 S v Total Cash f M 1 Cred 1 r-C.,2L,_ F 1 Owner as defined by RCW.19.28.261. (1) Owner will occupy the structure for two years after )j ■recfrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease After reading the above statement, I hereby certify that I am the owner of OK above named F. k rty or a licensed electrical contractor I am making the electrical installatlon.or alteration in compliance with the electrical laws, N.E.C. RCVi Chapter 15 28, tit r Chapter 296-46B, The Cit of Port Angeles Municipal Code, and Utility Specifications. Clallam County Assessor Treasurer Property Details 70570 SERENITY HOUSE 0 Page 1 of 4 Clallam County Assessor Treasurer Property Search Results 70570 SERENITY HOUSE OF CLALLAM COUNTY for Year 2009 2010 Property Account Property ID: 70570 Geographic ID' 0630991102100000 Agent Code Type. Real Tax Area: 0010 PA 121 PORT ST CNTY H2 L Land Use Code 89 Open Space N DFL N Historic Property' N Remodel Property N Multi Family Redevelopment: N Township Section. Range Location Address: 2321 W EIGHTEENTH ST Mapsco t PORT ANGELES WA 98363 Neighborhood: Exempt All Exmpt Reference Map ID: Neighborhood CD: 50110030 Owner Name SERENITY HOUSE OF CLALLAM COUNTY Owner ID: 51687 Mailing Address PO BOX 4047 Ownership 100 0000000000% PORT ANGELES WA 98362 Taxes and Assessment Details Property Tax Information as of 09/28/2010 Amount Due if Paid on. Year Statement ID Taxing Jurisdiction 12010 51659 ST SCH STATE SCHOOL 2010 51659 CC -GEN COUNTY 2010 51659 PORT PORT 2010 51659 PORT ANG PORT ANGELES 2010 51659 SD #121 SCHOOL DISTRICT #121 2010 51659 NTH OLY LIB NORTH OLYMPIC LIBRARY 2010 51659 HOSP #2 HOSPITAL #2 2010 51659 WSMET PK DIST WILLIAM SHORE MET PARK DIST 1 2010 51659 CITY STORMWATER CITY STORMWATER 2010 51659 WEED_CONTROL WEED CONTROL 2010 51659 TOTAL. 2009 705702008 ST SCH STATE SCHOOL Legal Description. Exemptions. EX TUGGLE SP TPA 81 10 -6 V11 PG57 LOT A- -SUB LOT 102 1 88A SURVS V48 P98 &V51 P58 &BLA 64 -38 TPA E7 NOTE If you plan to submit payment on a future date make sure you enter the click RECALCULATE to obtain the correct total amount due First Second Half Half Base Base Amt. Amt. Penalty Interest Base Paid A $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $104 76 $104 76 $0 00 $0 00 $104 76 $0 88 $0 88 $0 00 $0 00 $0 88 $105.64 $105.64 $0.00 $0.00 $105.64 $0 00 $0 00 $0 00 $0 00 $0 00 http. /vpn.clallam. net: 8084 propertyaccess /Property.aspx ?cid =0 &year= 2009 &prop_id =70 9/28/2010 Application Number Property Address ASSESSOR PARCEL NUMBER Application description Subdivision Name Property Zoning Application valuation Owner SERENITY HOUSE OF C PO BOX 4047 PORT ANGELES Construction Type Occupancy Type Other struct info Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date Qty 1 00 3 00 Fee summary Unit Charge 40 9000 11 1000 Permit Fee Total Plan Check Total Grand Total T• \PLANNING \FORMS\ 1102.15 [4/2002] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 LALLAM PRIMO CONSTRUCTION PO BOX 296 WA 983630997 CARLSBORG WA SEQUIM (360) 683 5447 Structure Information TYPE V NON RATED SINGLE FAM CONGREGATES NUMBER OF UNITS ELECTRICAL ALTER COMMERCIAL FIRE ALARM SYSTEM HI TECH ELECTRONICS 74 20 Plan Check 7/23/03 Valuation 1/20/04 Per Charged 74 20' 00 74 20 03 00000215 2321 W 18TH ST 06 30 99 1 1 0210 0000 RES NEW MULTI 5+ FAMILY 962738 Contractor EL -LOW VOLT SYS =2500 SQFT EL -LOW VOLT SYS >2500 SQFT Paid Credited 74 20 00 00 00 74 20 00 Date 7/23/03 WA 98382 10 00 Fee 00 0 Due Extension 40 90 33 30 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 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 Oo BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING 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 CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T \PLANNING \FORMS \1102.15 [4/2002] YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT ROUGH -IN PLUMBING UNDERFLOOR /SLAB ROUGH -IN WATER LINE GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL WALLS ROOF CEILING DRYWALL T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP WOOD STOVE PELLET CHIMNEY HOOD /DUCTS PW UTILITIES SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING /LIGHTING ESA. LANDSCAPING 1 SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO ELECTRICAL LIGHT DEPT 417 -4735 ELECTRICAL 3 LIGHT DEPT 7. CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING The Electrical Permit Application must be filled out completely. Please type or reprint In ink. If you have any questions, please call (360.417 -4735 Fe )?'1 Aber- (360) 417 -4711 Owner or Elec. Contractor Agent44 I eJ E I eG t_rvn CS I'1 T Property Owner S C r Address: )D.1 W Electrical Contractor H Address: "7 a 3 E PROJECT ADDRESS: J A.1 Baseboard Furnace Heat Pump Fan -Wall PW -9019 ELECTRICAL PERMIT APPLICATION KW KW KW KW it Ted, Tr ror►� s4 INSTALLATION WIRED BY OWNER Credit Card Holder Name: Billing Address: Credit Card Number: Remote Meter 0 Detached garage. Number of Circuits added oraltered: DESCRIPTION OF THE ELECTRICAL PROJECT Z1 C P53k3 License T>=C xp: 02/09 l6 S Phone: 4S -Xi() 7 cityA r I_ AAckek-, w Q' zp:q. City. v NI ECTRICAL CONTRACTOR City- Zip: Exp. Date: TYPE OF WORK. Check all that apply E New O Alteration/Addition Residental Multi-family Commercial Mobile Horne Sq. Ft. q 6 56 Overhead Service Temp Service Underground Service Phone: Elf-e_ i-. ;5 V Phone: Electrical Heat Load Additions Service Information Voltage: Phase: 1 3 Service Size: Feeder Size: FOR OFFICIAL USE o! L d r Date/Rec. Permit ti: Date Approved' Date Issued' 6 750 -a 7417 Fax 415a-256o VISA Hot Tub Swim Pool Septic Pump ow Voltage 0 Telecom. 0 Sigq PAMC 14 05.060(B): For industrial, commercial, residential projects larger than a duplex, a one line drawing of the Electrical Service Feeders, building size (sq. ft.), load calculations, and the type of conductors and/or raceway is required and shall accompany the Electrical Permit application. I hereby Certify that 1 have read and examined this application and know that same to be true and correct, and l an authorized to apply for this permit. f 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 and to obtain such. Credit Card Holder's Signature: pp Date: Owner or Elec. Cont. Signatures r"\ Date:Z t 3 )0 7 o ~ and RIGHT-OF-WAY PERMITS ~ City Phone: 206-457-0411, ext. 124 ....tUCANT/OWNER.:J )SWf:>sr<!om \'Y\ AD~RESS OF lOB: 2--3~J \AJ I ~ APPUCANT ADDRESS: PHONE LEGAL OF lOB: SL IO"Z- WORK IS IJ OUTSIDE or [] INSIDE OF TRAVELED ROAD VALUE OF WORK IS:S (If work is outside roadway and is equal to or 1... than $2.000, then permit may be issued to other than licensed and bonded contractor.) PLANS REQUIRED [] YES [] NO CONTRACTOR: DATES FOR START & FINISH PERFORMANCE BOND REQUIRED [] YES IJ NO AMOUNT: S PROOF OF INSURANCE: [] WorIt $2,000 or leis: S50.000 penonal injury, $100.000 per incident, S20,OOO property [J Work over $2.000: S2OO,OOO personal injury, S500,OOO per incident, $100.000 property [J Right of Way Use: $300,000 personal injury. $300.000 per incident. $100,000 property Pemiitllle undentanda that DO _ may be c1oeec1to traffic unless approved by tho City Enlinoer and Cbief of Police in advance of the closure; that thero ia a 24 bour m;n;m1,m notice prior to inspection, and to call 48 boun before digging 10: 1-800-424-5555. III .. . ........f1II........................,......-.....Qrfll....-........._fIl.......~.....--.........~~........,. ~,. lW..,...............,.... ........,. .........,................... __..,. -*:............... __ "'_ ...___IN..rat <<p'naiu ...... Dr........ ....... ......... II.,.... ....... _.....,...-- ~.....--. Sipld: \)~\lJe:s1CO~\'Y\ l ~f DATE: 4/zq/C1C, . ...,.. . n.I """" ..n-n ,AJD I FEE ,.., TYrE FEE JJOHI' OF WAY-EXCAV. ...... ~'lEWEA 1Sf1.) (t' 10 PI\., 6011.' "'.III 'v ....11I. ."" ....... ~..,. I..... -.III .ca.<JUnn 112S1IO lAM lEWD. 1M"" ADD. UHrT 1>.11I _AT 1121.00 IAN I8Wd. OTHEU . ...-sua ~I. . "'.-1730 I CUlItISOJIJ'ZS__ DWY aJLyuT ...... lEWD. TAl. IY crry NO SI2S.cnUXUD m.EEI' cur . ....... ....... lEWD CAl'IWATD. MEI'D. 1%lS.III .....,VAL 0THE1 &JCJHr 0' 'WAY WOIK ...... ALTDATIO"' ....11I J.EPAfJ. TO SEWER flU HYIlRAltT DEI'OSIl' rrolM DlADlI TA' IIU.CO IE!. WATD.1BYa I- X"'" .....11I CATCH BAlUrfS .... LOTS na EACH Ul.lD lES.WATD.so;va,-X ,,~- sm.... SECO~DAAY sEWn ASSESS. ~10.(I) ..161).00 o.u.. i , .~ WA .w.. .- s...... s.... --. ~"O. '"'.lD ...- I co..... WATDIDV1CI I- - 11'- MI.WAUKEE 011.. SEWEI. ASSESS. SUO.oo/EWW !.M:-J~ WA1'n IDVJCI. 0T1II!Jt """,,An llOKT OF WAY USE PDMrTS V.uJE$ u. 1100 7 "ATn IYS. OEY. CHAl.DE SlSUIO IEWW TaTAU . . /I /f7 T'IIiI..-r- ..... ..... __....... .. .............. w.. 1M......... ..... lor.. ,..,....... .. 1M........ u..,.... it .,... ..,.. .. We -- 0/ IN .~ '--':;'k ~....... ......................#II6lICkr"'............ Codt. - -. .........c;I..c_".SI8....F.."'IGv... . - ~ ..................... t.... .. ....... ... ,....._..,., ....... COMMENTS/CONDmONS: [J lIl&laU [J Rep.ir [JWatermain [J SaDilary Sower IJ SlDrm Drain a UuderpoaDd ToIephoaeIEIoctrical l=> C 1>.-c-G \ sd 0'V c W \ If e-- 'is/lb, L Wf\Ter VV\:A.l Y\ t-l, 'S;d~ot-\~ JUdlT TOTALS $ RECEIPT N ISSUED BY: d~~iXlYG DATE:~~ WORK ORDER No. OFFICE COPY. CANARY PERMIT 0 0 4 4 2 INSPEcnON FEES $ PW.0209.03 (121931 INSPI!CTOR'S COPY . WIIlI'E Al'PUCANT'S copy. PINK ~ ~ pORT ~ t~O~~~ ,. 'IL~ ~ "l.tii:~ CITY OF PORT ANGELES DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DWISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number property Address . ASSESSOR PARCEL NUMBER: Application description Property Zoning . . . Application valuation 03-00000215 Date 3/04/03 2321 W 18TH ST 0630991102100000 RES NEW MULTI 5+ FAMILY 962738 Owner Contractor PRIMO CONSTRUCTION PO BOX 296 CARLSBORG,WA SEQUIM (360) 683-5447 -------------------------- Structure Information ------------------------- Construction Type TYPE V NON-RATED Occupancy Type SINGLE FAM & CONGREGATES -----;~::~~~~~~~-~~=~-~-~;~~~~~;~~~;~~;~~~~;~~------------~~~~~----- Additional desc Permit Fee Issue Date Expiration Date SERENITY HOUSE OF CLALLAM PO BOX 4047 PORT ANGELES WA 983630997 WA 98382 2000.00 3/04/03 8/31/03 Plan Check Fee Valuation 2173.00 962738 BASE FEE Extension 2000.00 N W (\l Qty Unit Charge Per Permit Additional desc Permit Fee Issue Date Expiration Date PUBLIC WORKS COMM WATER SERV 2320.00 3/04/03 8/31/03 Plan Check Fee Valuation .00 o - Qty Unit Charge Per 1.00 2320.0000 EA PW W/M COM 2" Extension 2320.00 E Fee swnmary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 4320.00 4320.00 .00 .00 Plan Check Total 2173.00 2173.00 .00 .00 Grand Total 6493.00 6493.00 .00 .00 - \1) +-- '> 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 orwork 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 ordil)ances 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 T\PLANNfNG\FORMS\1102 15 [4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING 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 r INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: rco-hV1~ Tt;. O~ FOOTINGS )..H6--o :3 -r. r... . I( - rl-O ::; WALLS 11 -')-/-0'1, r;G, t..j ~-D) 517z.W\ Us T<6,~ O[C FOUNDATION DRAINAGE 0.--6 -o~ :S/a.-h A, t! I D/'L ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT. # ROUGH-IN I PLUMBING UNDER FLOOR 1 SLAB Il:;--j -0 "3> RV ROUGH-IN IV,~/-03 .J,h WATER LINE SI- b- t; '} J L, GAS LINE BACK FLOW 1 WATER AIR SEAL if~1pk" 7~kkJV>f-d pe~~k WALLS 1~,..t-03 I~ I ~), ~, CEILING I I FRAMING JOISTS 1 GIRDERS tft /)-7P~ SHEAR WALL (b -[!l- O~ ,,~ L, s /,~ ~I M j r 1.., WALLS 1 ROOF 1 CEILING q -.Ci -f:)?'" JL DRYWALL -' T-BAR INSULATION ~-/Y-03 lilt s vi o.>/-tO .... M J.t.:k SLAB I~ ;"'/-0 "2, RV 1'2 1, f WALL 1 FLOOR 1 CEILING I I IG"- I~ _(')'2.. /) ..<:'" lci. !iH:... / v - , MECHANICAL HEAT PUMP WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS Ii'" -.~ --en... IL PW UTILITIES 1 SITE WORK (Engmeenng DIVISion) SEPARA{E PERMIT #'s. WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA P ARKING/LlGHTlNG ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R W 1 PWI CONSTRUCTION - R W ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 . PLANNING DEPT I BUILDING 417-4815 ~()~ K.L BUILDING T \PLANNING\FORMS\1102 15 [4/2002] ~ VORT ~ ~~O~~~ ~,.~ ....~ ~ 'l9;~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00000215 Date 6/12/03 2321 W 18TH ST 06-30-99-1-1-0210-0000- RES NEW MULTI 5+ FAMILY 962738 Owner Contractor SERENtTY HOUSE OF CLALLAM PO BOX 4047 PORT ANGELES WA 983630997 PRIMO CONSTRUCTION PO BOX 296 CARLSBORG,WA SEQUIM (360) 683-5447 Structure Information ------------------------- TYPE V NON-RATED SINGLE FAM & CONGREGATES NUMBER OF UNITS WA 98382 Construction Type Occupancy Type Other struct info . . 10.00 .00 6/12/03 12/09/03 Plan Check Fee Valuation .00 o 'f:> ~ ~ Permit Additional desc Permit Fee Issue Date Expiration Date FIRE SPRINKLER RESID Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 c ~ ~ :;t ~ -:9 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 compiled 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 cons n. Signature of Owner (If owner IS bUilder) Date T \PLANNlNG\FORMS\1102 15 [4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED, POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN I PLUMBING UNDER FLOOR / SLAB U- _ )..4 -0 :? (h) '" ROUGH-IN WATER LINE GAS LINE BACK FLOW / WATER AIR SEAL ---q-- --~ \' ..~ ~ { WALLS <. _~~~_r ~ ___~ CEILING , ----- FRAMING JOISTS / GIRDERS SHEAR WALL WALLS / ROOF / CEILING DRYWALL T-BAR INSULATION SLAB WALL / FLOOR / CEILING MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Englneenng DIvIsIOn) SEPARATE PERMIT #'s WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEPA PARKING/LIGHTING ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R W / PW/ CONSTRUCTION - R W ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T \PLANNING\FORMS\1102 15 [4/2002] CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . . REQUEST: Date )-1-)-9 -o? / Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): .,...--... Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Other s/~b ~3{f) DOJ.p {11 · I ytJ e person) Time OC{\)0 Received by &~.J J<2-- Phone No. ~O 9' -016/ Permit No. 9- J ~5 INSPECTION NOTES: Inspected: Date Lf-2C(-o:5; Remarks: 2'v€r'( +t/u:2 Time By Ru E~C'ef)f -flte { ~. RESTORATION REQUIRED . . . . .. YES k,fc,tLe LI NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC o Other o Repaired by City o Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) ~TR~~T ~I JP~RINT~Nn~NT /nATEI .......;~.. .- ;.' - ..- . ~ - -.~: ~.:;:.::.~. ..7r .. .::. ~ .-...... ~r.:. ' :'.~ .~:-::. ':;'r~ e-:: . - ~ - .:.. DEPART\-[ENT OF L.-\BOR -\7'< D 1i'J DL STRIES '. II ~l !i ij 'J 'I :j ~J ~J ,J , i t REGISTERED AS PROVIDED BY LAW AS CONST CONT SPECIALTY REGIST. # EXP. DATE CCBO KNIGHFP044LK OS/24/2004 EFFECTIVE DATE 06/12/1996 KNIGHT FIRE PROTECTION INC 9702 LATHROP INDUSTRIAL DR SW OLYMPIA WA 98512-9188 r i r t tj c.'1.:.~_n':::2_1)l)t) ,S/9'l ~.1. ~_ REGISTERED AS PROVIDED BY LAW CONST CONT SPECIALTY REGIST. # EXP. DATE CCBO KNIGHFP044LK OS/24/2004 EFFECTIVE DATE 06/12/1996 KNIGHT FIRE PROTECTION INC 9702 LATHROP INDUSTRIAL DR SW OLYMPI 98 12-9~~ AS " , . "'_' 'U . , ..~ ~l' i' [1 r !': ~ Ii \ I' t: \I f' !: t: f: t \ ~l! .. " - . -,.,.-. . - .u.: - .... -. ,...~, , - - -,- . , .~ "., ,,, I' , '.-.'- .....-- ,_. ." '" . -.....:-.-:'- - ., u _ .,_ ... . _= .__:. .-~... ...... .... ':.~7:-"" _ '" . ... _: __'W __ _...:- __-_-:-~.;:..- . :. -:. -.: -'-': -.. '". ":- ;::.- .._ .... _..r" . - . ", ._-:~:' ::~ ::v.._....:~~~~;::;. ~ . . . ,. . - ;;",,i;:,~*S~~ , .."., ,..r."'P~I., , - .' . ;::':';.~::y;~!f.':f:~~.[J.: , ':," PORT ANGELES FIRE DEPARTMENT 102 East 5th, Port Angeles, WA 98362 360-417-4653 Fire Sprinkler System Plan Review Project Name: Seremty House Address: 2321 W 18th Installer: Knight Fire Protection Telephone: 417-0505 Type of System: 13 R-3 D R-l [Xl Com D Date: June 10, 2003 Permit #03-06 We have checked this plan and find that it conforms to the requirements of our ordinance. 1. Provide sprinkler coverage for the covered entry on the south side of the building. 2. Provide sprinkler coverage for the covered porch on the north side of the building. 3. Provide sprinkler coverage at the riser. Additionally: 1. All systems shall be installed by a state licensed and certified company as prescribed in WAC 212-80 and the system shall be installed as per applicable NFPA 13R. 2. All controlling valves shall be provided with tamper supervision consisting of devices that will cause a trouble alarm on the fire alarm panel and/or annunciator. 3. All electrical components shall be compatible with the fire alarm system voltage and as per PAMC and Washington Administrative Codes. 4. 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 ongin. 5. All systems will require witness underground flushing, hydrostatic tests for system, and underground pipe schedule inspection by the Port Angeles Fire Department prior to being covered. 6. Before final acceptance of the system, an mspection will conducted by the Port Angeles Fire Department to ensure the system installation complies with NFP A 13R. o Contractor ~ Building Department D Fire Copy Reviewed by ~Q~ Date (Q.\Q.(l)3 FP - 9 Page 1 of 1 BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY Date Rec 6-/0 -c.3 Pennlt# 2/~ 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 (360) 417-4815 Applicant or Agent: k: l\J1{,.,If7 ~I~}:J: Pytl f~nc..l\J ) 1II t Owner: ~l::n \::1\h t'Vj >>VV)C ~~ {}." } 14M ~ ~ Address: l>" 8,,~ Lfp41 City: ~ /J.wbfl~ ArchItect!Engineer:_~ Phone: Contractor ~IINfM>t" f~ ~~~t7111 State LIcense #: (tIJ1&l+PJ90LllJl-i.. Exp:~+ Address: ~2J\o" LU~1'f )t1.f-", ~r City: ~t:VI h.S.d.~..\ ILJ:; PROJECT ADDRESS: Z'~? j WbSr ~ {r LEGAL DESCRIPTION: Lot: (tJ2.. Block: CLALLAM COUNTY PARCEL NUMBER: O'~J~'1 lit) 2-2..6 Phone: I"? IDc) LJ n...GlS""br Phone: 4Q...lu4 ZIp: &f6-S ~ 2.. Phone: .?k:ll/f)-t:1s,pf zip:<1GSbs ZONING: If.-rn.o Subdivision: Credit Card Holder Name: Billing Address: Credit CardType VISA MC TYPE OF WORK:/ o Residential rz( New Constr. 0 Re-roof o Multi-farmly 0 AdditIon 0 Move o CommercIal 0 Remodel 0 Demolition o Repair 0 Sign BRIEF DESCRIPTION OF THE PROJECT: hrL Spl'mk./(Y'"S (/kS.f(J.(",I-I~)) COMMERCIALIRESIDENTIAL: Occupancy Group: rz. -I Occupant Load: s-tf Ccnstruction Type: llN No. of Stones: L Lot Size: I..l- ; D /.f- Existing Sq. Ftj2'M"#~ ~roposed Sq. Ft. 'n '1?- - TOTAL Sq.Ft. ~r Existing lot coverage ~ % & Proposed lot coverage :..15&/0 = Total lot coverage I q. ~ % APPROVALS: PLAN: BLDG: DPWU: FIRE: OmER:_ City: # Exp. Date: SIZEN ALUATION: SF. @ $ /SF. = $ SF.@$ /SF. =$ SF. @ $ /SF = $ TOTAL VALVA nON $ o Stove o Garage o Deck o Other ,g) 100- PLANNING USE ONLY: ESA/Wetland(s): 0 Yes 0 No SEPA Checklist requITed? 0 Yes 0 No Other: BillLDING PERMIT APPLICATION SUBMITTAL: The Buildmg DiVIsion can provide you WIth 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. This figure will be revIewed and may be revIsed by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due It must be submitted at the tIme the buIlding permit applIcation and construction plans are subrmtted. All other permtt fees are due at the tIme of permit issuance. EXPIRATION OF PLAN REVIEW: If no permtt IS issued withm 180 days of the date of application, the application will expire. The Building Official can extend the time for actIon by the applicant up to 180 days upon written request by the applicant (see SectIon 107.4 of the Uniform BuIlding Code, current editIon). No applIcation can be extended more than once. I hereby certify that I have read and examined this application and know t understand that it is my responsibility to determine what permits are require T'\FORMS\APPSIBulldmgpenmt wpd ApplIcant. same to be true and correct. I am authorized to apply for this permit and the tty's, and that I must obtain such permIts pnor to work. Date: ~~ "ON GUARD 24 HOURS A DAY" KNIGHT FIRE PROTECTION, INC. 2509 WEST 19TH STREET PORT ANGELES, W A 98363 360-417-0505 360-452-8074 FAX LICENSE NO. KNIGHFP044LK Fire Sprinkler Summary Data General Notes: This wet fire sprinkler protection will protect a new adult shelter being built at 2321 West 18th street, in Port Angeles. Protection is provided, per NPF A I3R, as modified by the City of Port Angeles Fire Marshal. Protection is included for the mechanical loft and the walk in coller/freezer. Dry pendants will be used to protect the cooler and freezer. Construction includes flat ceilings thru out. Ceiling height IS 9' in all areas except the dining room which has a 11' ceiling. No attic protection is provided. or required. per NFPA 13R. Job Address: Serenity House Adult Shelter 2321 West 18th Street Port Angeles, Washington 98363 Designer/Installer: Knight Fire Protection. Inc KNIGHFP044LK - Level III 2509 West 19th Street Port Angeles, Washington 98363 V. (360)417-0505 F: (360)452-8074 Authority having Jurisdiction: City of Port Angeles Fire Marshal. Design Standard/Occupancy: NFPA I3R - Residential occupancies up to and including 4 stones in height. Hydraulic Calculations: Calculations are attached (1,2,3 and 4 head calculatIOns) Water Supply: New 4" firemam, connected to new 6" and 8" main extension. Coverage area First Floor Cooler/Freezer Mechanical Loft Total # Heads Head type 79 Star SG-R, !f2" x 7116", 155 deg, white, semi-rec, res pendent. K=4.3 2 Star OS-I, !f2" x r', 200 deg, chrome, Dry SW, K=5.6. -1. Star SG-R, Yz" x 7116",155 deg, white, semi-rec, res pendent, K=4 3 83 Spacing: Single head - 20' max spacing (21 0 gpm @ 23.90 psi) Multiple Head - 20' max spacing (17.0 gpm @ 15.60 psi) Piping: 1" and 1-1/2" Cpvc pipe and fittings. Hangers: Single and Two hole straps listed for cpvc pipe. spacing per NFP A 13/ 13 R. Insulation: Owner to maintain all areas protected by the wet system to a minimum of 40 deg F. "QUALITY IS REMEMBERED... LONG AFTER PRICE IS FORGOTTEN!" C 'h DQCUlIlcnl!>\.unCII\ hOIl'iC~lIl11l1\.In. I dOl "ON GUARD l~ HOURS A DA Y" nu,d z.. ~.ljio d 3 bel q. hu..J KNIGHT FIRE PROTECTION, INC. 2509 WEST 19TH STREET PORT ANGELES. \V:\ 98363 360-417-0505 360-452-8074 F.-\..'\ LICENSE NO. KN1GHFP044LK 120 30 , -l- I :-- - r--- to-- -- - -.. I I (I' I I I I I I I ~ I I I I I I I . I I - I I 110 100 90 80 Vi 70 Co tD ~ 60 '" <I> Ii: 50 40 20 10 o 1 00 200 300 400 SOO 600 700 800 900 1000 QI.&S Flow, gpm (Mulliply thiS scale by 2. f' .j I-MD~T- 1="~ 'TV>, ~ ),~ 3 tjO flS; .$\-4~$. ~\ p.;.; e..2,~02- 5t"N\ S'1~~to'\ ~"'~<"M~"l I+T f<l~~rt.. -Z1.01f~ e 34.10 p" ?&f.1"n e ~~.G, psi 71 Ai'''""' e 3~.4 ~i ~"."i i)lr\ t.. '1D.1 p\; Irr e" J\1~It\J CD 2.t.o~,,... e. 42.1 ,.,', (j) ~ If."11'~ ( ;q. 3 fJ~~ d) 51."111'" -e.. ~;'~P\J @ ~ 1./ 1'1>1 e ~o., psi "QUALITY IS REMEMBERED... LONG AFTER PRICE IS FORGOTTEN!" C .\tv Ooc:umenll\LL ITERHEAD PA dot HYDRAULIC CALCULATIONS . SHEET i OF~ I FO~'W ~~. ~ ';T\}~ 1-")IJ1~ BY Yh ,f)~ .. . -Lj..P.AJ' ~IOWJl17 D"T~ NOZZLE FLOW ','E EQUIV. FIICTION C~-I)2I IDINT. IN PIPE FITTINGS ','E LOSS 'RESSURE NORMAL NOTES AND AND LOCATION G.P.M. SIZE DEVICES LENGTH , .s.I./FOO T SUMMARY 'RESSURE ~ \.)01 L tl., PI 21.'10 PI ~:I-'20' Q 't6!rt.. F \~.o Pe - Pv S~' (la.. ,S .. -z,)~tJ'''' e "'2 ~ Q Z1.b . \" T 11.<' .0, y\.\ Pf 1-.1~ Pn 'i' I'~ L 2~.~ PI "Zl." \,,41 PI '. a ,~I"" Ie., .0 F Pe - Pv C. o?Z.l.o i 'r,~,l T ~.('" .oI9~ PI .~1 Pn I 1'~fI L J?~. ~ PI '2.1 . )/, PI (" q ~~~ F!s4,O Pe - Pv ~t$l \ ,/; ,... \ ~ jlQ 1.1.~ Tl-;'Z.( ,O)~~ Pf ~.11 Pn ~ L ~.( PI~.~~ PI (..=-1-')0 Q Pe 1-.~' F - Pv f . Q ~\.() \'~' T ~.{ ~ a~~ ~ Pf . \'2.. Pn fP ;S-' 6-" 3 i f ,./pIO L /.S PI S3-'L6 PI G:;'-I'20 q ~~lf1IJl.- ~ G.D . ~(" ~\\.. I'l;;' Pe Pv & o 1-1.0 T't.( .on, Pf .n Pn '\.s't, -{~~ IF -11\ /} L f.t> PI '?4.10 PI "}\,.,, b"ub l{ 0 (). Q ~t> i.o ~.{}. \.n ~.\y1Sj e Zl~' '" .~ ~ 1'1-; F Pv Q "Z\.() T ~.n .0)1"1 Pf ,0'1 Pn / "" ' e 'H~ , q,1)b "b.O P141. \'l. C. ': l'2..o ~ L PI a ~ I(}N.'~ ,,~ . I <rf!..lAJ F ~.o P-e I. <'2.- Pv 1:- Q '21.0 ~" T ~,~o , (JOt; j... Pf ,,,2. Pn ~ l e 4~ ;r L.t)() L ~.() PI4'2.~l, PI a pj::' 11~1I.- F 3'3- 0 fJ~ Pe - Pv oj" o -Z\.{) b" T'S:;.o .OCJnnl, Pf - Pn <) ~tO L 7~ IJ PI 41..~L PI Iq W I~ "3~ . 0 ~1t1 F Pe - Pv ~ lo~\'O <01'1 T 2~/) :~7 Pf - Pn L PI 47 ,w" PI a F Pe Pv Q T Pf Pn L PI PI Q F P-e Pv Q T Pf Pn L PI PI Q F Pe Pv Q T Pf Pn L PI PI q F Pe Pv Q T Pf Pn L PI PI Q F Pe Pv 0 T Pf Pn PI .0::;0 y<;'; L. HYDRAULIC CALCULATIONS SHEET . I oFL I 'O~~~-1W: . ~ . BY~'~ . . ,_ 14o"l1-'1 -- --no' ~Lon'7 DAT~').'\O< NOZZLE FLOW PIPE EQUIV. FRICTION IDENT. PIPE FITTINGS PIPE LOSS PRESSURE NORMAL NOTES AND IN AND LOCATION G.'.M. SIZE DEVICES LENGTH I' .s.l./Foo T SUMMARY PRESSURE ~~\'S'Z> t I. Jt" L lor.o PI ,S'.~ PI 'Z?,tu; S!~ , ~ q ,~D 1{1t~,.e ,~, ~ rTBl1. ITW F n.D Pc - Pv .. f... Q ~/:() , I' T ~.6 . 0 so 4' Pf /.~I Pn L PI /7. /I PI q F Pv Pe Q. i T PI Pn 2 \.10\ L 3.() PI I s./et) PI q l::rl\.- F ,,, 0 Pe - Pv A- Q 'f.V I" T J3 Q ..o')v'-l Pf .~> Pn L Pl/t,.L~ PI q F Pc Pv Q T Pf Pn A q 17i.f I lot L 7~ PI n. J I PI ~~~'ij .;- Itg.... r: ',0 Pc - Pv 13 Q :3 ~.'-t /" T It. \( ,I&)~ Pf Crl to. Pn ~ I~ L/Jc;'".~ Pt let Lon Pt Q 1Tl.W Flje,a ~ 4n51 11'0 Pe - Pv I! Q ~.t1 I IJz, ~ T z,'J.1) .O'S6'2. Pf &,. I "S' Pn L PI 2,.;".lf Pt ~S Pefl16nU'~ 5 Q F P'l! Pv Q T Pf Pn l Pt PI q F Pc Pv Q T PI Pn l PI Pt Q F Pc Pv 0 T Pf Pn l PI PI q F Pc Pv Q T Pf Pn L PI Pt IQ F P'l! Pv Q T Pf Pn l Pt PI Q F Pc Pv Q T Pf Pn l Pt Pt Q F Pe Pv IQ T Pf Pn L PI PI 'Q F Pc Pv 0 T Pf Pn PI L fSJ, HYDRAULIC CALCULATIONS SHErr .1 of-L I fOI m~I~~1A I . ~ ::TF~ '<("~70 '2- I ~ l=1~ 'It:., . 70?,2G)' - NOZZLE flOW' rlrE EQUIV. FKICTION IDENT. PI,! fiTTINGS rlrE LOSS 'RESSURE NORMAL Nons AND IN AN[) LOCATION G.'.M. SIZE DEVICES LENGTH r.s.I./FOOT SUMMARY rRESSURE C:--I~ \ 1,/0' L ?1. ')" PI ,<. ft.c PI ?o;.~' q W '3.Jj'Q '21~lL F ?('.o Pe "$.~ Pv It. -4..3 ... 17 Q \1;0 . f't T ~..z ~ c;- .O>O't PI Z.l.~ Pn '/ . .;-' ~ '-13') L PI '2-1.~' PI Q - F Pe Pv 0:' i T PI Pn . I )ti\ L Sl,_~ PI I";:~o PI . '2.. Q 1~ 1.:T9\.. F '3~.o Pe 3.2'-f Pv P ol/.D 1" T g'1~ .DSj~ PI 4.";-~ Pn 7. S".( 4"33 'D Q \1.1 l~b LJ<).() PI "2..-'3:n PI O~~'C?~ W 1W ~~ F 4b./) Pe - p" Q")lf:1 \' Ju~ . P# ~ I~~\)~ T it;o . () 16; PI "Z.~ Pn ~ ~<'IS L ~( PI2~.(,1 PI C:"',\O q '2.~J , Pe Pv f 10 3lf~ \1,l T I~.S" . O~l)1 PI 1.01 Pn b ..;' e ~ '-l;J'3 F ( ."'0 L 1.< PI -z.~.(~ PI <:: ;:;) 26 10 1i~ ~J>~ ~'J?-. F ~.o .~<' ~())tl\) l't; Pe Pv .(,. L'+\\l. Q 3t.l T 1.( . blfL4 ~ PI .W~ Pn I s-) e \n ~ , , ~IO L 10 PI ~ II) (Yt-' Ot.X)~~ o\-'~ (, PI Q 1-40 F 4.0' 1~.c.Jo.~~ ~\fsie 3~..' ~ p" It Q Yl'l \'ti · T ~(') ,u\4..tt PI . 1.2- Pn \.,;-> I ~ "H'\ ij.- lJ22P L (,b.D PI ':$1 .1~ Pt G ~J16 0 ", . 1~.u110 I.~ I~J.N F"Z.1-D Pe p" ~ 1034.1 411 T~.2r6 . D()() r4 Pf ,63 Pn ? r'e-...\~ ~ (p.(Jb L~.o PI ~q,~) Pt 10 ~ If&-''1 ,~t F J~ Pe - p" rr ~" .rr-v 10 )~.l b' '.~1 ~...,.. T 1~~ PI - Pn l' i~ L2U1. 6 Pt 3".'!> '\ Pt Q ~ I~~ ~,Y} I~ F 1''-0 Pe - Pv .1/.., Q~.1 ~'l T2.~.O .OMf'j 7- PI - Pn L Pt 1Cf.~' PI Q F Pe Pv Q T PI Pn L Pt Pt Q . F Pe Pv Q T Pf Pn L Pt Pt q F Pe Pv Q T PI Pn L Pt Pt q F Pe Pv 0 T PI Pn Pt '? HYDRAULIC CALCULATIONS , SHEET '/ OFi.. I '01' <)t't.H-{" ,~,I\IUl.t1' BY 11. "Dry 3 If b-~ 5' . Flou)lh ~ . 'U;-I--~1 ~~l"G, , DATF ~ f~::J II'~ . NO%%U FLOW PIPE EQUIV. F~ICTION C...../~ I DnlT. PI,E FITTINGS PIPE LOSS 'RESSURE NOR"'AL NOTES AND IN AND LOCATION G.,..... SIZE DEVICES LENGTH P.5.1./Foo T SU......ARY PRESSURE \ 1101 L 1.0 PI \S;/K) PI q I ~Q , It;rt- F lu 0 Pe - Pv A. '. .. Q h.o', I" T ",0 .O~~ PI .~ Pn ./+ " I,st)f> L 7. 2.J;' PI I ~ . J':: PI q 'Z-"TtLlV 2.,6 F Pe Pv 13 o ~11.c> i W~ T <t.ll( 'OI2~ PI , II Pn . L PI I!,. ').~ PI q F Pv Pe 0 T PI Pn '2. I,/~' L 1.6 PI I\."~ PI q ~~ F I~ 0 - Pe Pv J.3 ' Q 1,.0 /" T 11.0 ,o.:;;,t' PI .{r Pn L PI I' Ie PI q ~ Pe Pv 10 T PI Pn 8 IQ I/,f' l~ Lg'7~ PI I ~.?"~ PI ~~;;q~, ~)lWV F 1,(/ Pe - Pv -. 117- I;> ,(, o 1~,1 T ItJ:I{' .~2.~e PI . ;'L Pn , PI /~.J,.."B L PI Q F P1! Pv Q T PI Pn H~' L ~,o PI 15:~ PI :5 Q J..<qo F Ib6 ' i..,;.,,- Pe - Pv C- lol/..t) .\ I' T 16.0 , 6~o~ Pf .''11 Pn L PI Il" ~, PI :Q F ' Pe Pv 10 T Pf Pn c.. Q \7.0 L (~.~ PI l t..~ Pt Q~;-~c1~ \'h;' t~V',MS6l F ~,~ Pe - Pv 'It ~ o ;1.1 TI~2.~ .,,~ t ~ PI &.~~ Pn L PI~.q\ PI l~s Ptn1Irl'\!' Q F P1! Pv Q T PI Pn L Pt Pt Q F Pe Pv 0 T PI Pn L Pt PI q , Pe Pv Q T PI Pn L Pt Pt IQ F Pe Pv 10 T PI Pn PI ,. 117 HYDRAULIC CALCULATIONS SHEET ' I OFL I FOL ~ 1;; ~" \J.( J4'1 BY tvt ' .D~ " :5 l-h~~nt' ~'f1~ 74 I- "UJ' 5Y..;~ (n~ DATF 5/~.,1~,", .. NOZZLE FLOW PIPE EQUIY. FRICTION IDENT. 'IPE FITTINGS PIPE LOSS PRESSURE NORMAL Nons AND IN AND LOCATION G.'.M. SIZE DEYICES LENGTH P.S.I./FOOT SUMMARY PRESSURE I lSZ1p L 12.0 PI (~l?o PI Q ,,'rIl-~ F "2 . (.J Pe - Pv .. 11~' 1... Q F1-o T H.D ,OI2Y PI ,Il Pn '2: Q 11. J. L 1~6 PI 1$.77 PI 4~'1 In; I-htIt.J F la Pe - Pv Jt::.4.~ < Q"3't.l d~ T Iq.o ,"2q~ PI .4'- Pn 3 Q ".3 L .2) PI /1,,1<1 Pt G ~ /t.-lJP ItlW F tot' Pe - Pv ~:.4.1. 1) Q SI,Lf' 1'/ " .... T I. '2-,," .6(,3tp PI .o~ Pn D Llob.< Pt 1~.ll Pt Q t~ 2n" F ~ll.t> ~~ Pe Pv IZ Q ~ /.1./ (r~" Tls~~ .6b~1,.. PI q~~ Pn t I.~ L ~.( Pt 'Z/'.I() Pt (!,:.) ~o Q ,~\ ~ - Pe Pv f Q SI"I' \'1,," T (,.( .0(,3(. PI . '-l \ Pn ~ .~' (. ~.)) F 1,1110 L I. (' Pt z~.,~ Pt (, :. 110 Q ~ 'rJAJ ~ ./,< ~~ F %.1) Pe Pv & Q Sl~ I(l,;' T'1.( .64 l.~ PI . t()~ Pn I.\\l.'.q~ (; (,ulO L 1.0 PI ~o.s< Pt 1'/11" lbvblt 0 '(1 !Q ~Q 4'0 ~S~ . '-\, (...~)'s; .e~ ~ F Pv j.f' t-+- Q 51 "f \11.1 .., T Cl> .~2.~ PI .Ll~ Pn , I .t.....~\ )-t 'l.~1{) L I,a 06 Pt ~.2.--.t Pt c.~\1.O q >>~ 11~~o F 2').,0 Pe \.(1.. ~T!~ Pv :C t-\r1 Q ;" ~ 411 T ~z.o .OOOY., PI .~ Pn S. r' (.I.U~ -r (,U/ L~~"O Pt"'<1 .~ ') Pt ,;., Q ~~ lW~ F ~.o \ Pe - Pv ~ I~ 1M ,..; oS/'1 ~I' T 1~.o . or; () 1,.,- PI .01 Pn j' ~tc L~4 Pt s~ .~~ Pt q t>~ \ ~ Irftt F 3~ 0 ~i' Pe - Pv IL iM'''- Q C; 1.'-1 ~'\ T1~o .00<<; q PI .01 Pn L PI s; ~( PI IQ F Pe Pv Q T PI Pn L Pt Pt q F Pe Pv Q T Pf Pn L Pt Pt q F Pe Pv Q T PI Pn L Pt Pt q F Pe Pv Q T PI Pn Pt (.. il i HYDRAULIC CALCULATIONS SHEET 1 OFL I FOL.~~ . 'H?n-+(2o::JN\ ::-!s7:t7o~ -3 I-tWps t::uvJ J~7 ZO-l-U/ 5(J.ll-1n1 . . NOZZLE FLOW PIPE EQUIV. FJlICTION IDUn-. PIPE FITTINGS PIPE LOSS PJlESSURE NORMAL NOTES AND IN AND LOCATION G.'.M. SIZE DEVICES LENGTH r.S.I./FOO T SUMMARY PRESSURE C '- IS"O I Wit..- L '2.S" Pt/S':."" PI Q 1.16\ ,l~ F \0.11 Pe - Pv .. A- Q \"1.0 1" TI2.~ ,050 if Pf .b3 Pn L PI /~.Z ~ PI Q F Pe Pv .' Q i T PI Pn /.ll.i , L ".\ P t ft: l.4f'J Pt 2 Q ~flL F J{J.6 Pe - Pv A- Q h.~ I"~ T Ir.( . ~ ~6 4 Pf .,~ Pn rS"i,& or. '2( Pt Ib."3e 4L~h ~ i- A- I, ~ I l Pt f Q I1W F' 1.0 Pe - Pv [ B Q 34-, I 11").4 T lo.~ .~2.'1 S .~ , 4:.'1 Pf Pn L Pt I ,. ~, PI a s: Pe Pv 10 T PI Pn '"3 '.I~\' L 't.() Pt I~,l~ Pt a II~ F l~ 6 - Pe Pv .n Q n.O I" T 12..0 J,~-.\ Pf ..~C> Pn L PI lb. '2tJ PI 0 F P-e Pv Q T Pf Pn B ).~~ L '.S" Pt" I"C. PI ~09<~ 10 1,.1 \"tit,,) F l.oP Pe - Pv C Q S 1.4 1'17,," Tg,< .C(, 1 " Pf ,5'4 Pn L PI Ii. ~J PI 0 F Pe Pv 10 T Pf Pn 4 1101 L ). 'l(' Pt J~~ PI a ~"-'Ct \ ~tI. F 10.0 Pe - Pv L Q 11~ '" T /1.1')' .6C:;~ 4- Pf .~ Pn 0 L Pt lb. 1 1 PI F P-e Pv Q T Pf Pn C I S''i f; L<:fb PI ,., '2-"\ PI Q~:Q~~ o Ii,~ 11; fl.. F y'.1) Pe - Pv 1) Q 19~.t:; , 'J~' T I~'D ,faq "3 Pf /. '3( Pn 'D L 12.'0 Pt 1 ~.'S't..f Pt 10 1f11+'l17 I. /Jo1. F lth .6 1;1: 1.<f1I.lt, Pe - Pv t. 10 ~~.'t T \31.~ . lt1ti1 Pf /S-./)(" Pn L Pt :n IIlIJ PI (ps~ Vllt'7Al\t I ^1 la F Pe Pv !O T Pf Pn PI "S'Mn ~ ~ 1i=1.~ 2.,..::3' )1"4-l.I(\~ n'Y'",e JS:lof~~ /- r Residential Pendent and Recessed Pendent Sprinlders Star GalaxyTM SG-R, K=4.3 GENERAL DESCRIPTION The Star Galaxy SG-R Residential Pendent and Re- cessed Pendent Sprinklers are decorative glass bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. They are to be used in wet pipe residential sprinkler sys- tems for one- and two-family dwellings and mobile homes per NFPA 130; wet pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancy per NFPA 13. The Star Galaxy has a 4.3 (61,9) K-factor which provides very low deSign flow rates at reduced residual pressures, enabling smaller pipe sizes and water suppiy require- ments. The recessed version of the Star Galaxy SG-R uSing a #2084 Recessed Escutcheon provides 1/4 inch (6.4 mm) of recessed adjustment or up to 1/2 inch (12.7 mm) of to- tal adjustment from the flush pendent position. The re- cessed adjustment substantially reduces the accuracy !o which the length of fixed pipe drops to the sprinklers must be cut. The Star Galaxy SG-R has been designed with heat sen- sitivity and water distribution characteristics proven to help in the control of residential fires to improve the chance for occupants to escape or be evacuated. How- ever, residential fire sprinkler systems are not a substitute for intelligent fire safety awareness or fire safety construc- tion required by building codes. WARNINGS The Star Galaxy SG-R Residential Pendent and Re- cessed Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having juris- diction. Failure to do so may impair the integrity of these devices. Because of the above cited stipulations and the var- ied nature of residential type architecture, there will be some compartment designs which cannot be fully sprinklered in accordance with the recommendations of NFPA 13, 13D, or 13R. In the event of this condi- tion, consult the authorities having jurisdiction for guidance and approval. It is the responsibility of the installing contractor to provide a copy of this document to the owner or their representative, and in turn, it is the obligation of the ~ SIN S2287 #2287 Shown With #2084 Recessed Escutcheon owner to provide a copy of this document to a suc- ceeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manu- facturer should be contacted relative to any ques- tions. OPERATION The glass bulb contains a fluid which exoands when ex- posed to heat. When the rated tempera:ure is reached, the flUid expands sufficiently to shatter :;-:6 glass bulb, which then allows the sprinkler to actlv=.:e ar.c ;Iow water. TECHNICAL DATA Approvals UL and ULC Listed. NYC Acceptea (MEA 395-91-M). (The approvals apply only to the service :or.dltior.s Indi- cated in the DeSign Criteria section.) Maximum Working Pressure 175 pSI (12,1 bar) Discharge Coefficient K = 4.3 GPM/psP/2 (61,9 LPM/bar;.2) Temperature Rating 1550F/680C Finishes Sprinkler: White Polyester, Chrome Pla:ec. Natural Brass Recessed Escutcheon: White Coated or Chrome Plated (Colors other than white available on request.) Physical Characteristics (Ref. Figure 1) The Star Galaxy SG-R utilizes a deZInClficatlon resistant (DZR) bronze frame, and a 3 mm diameter glass bulb. The two-piece button assembly IS brass and copper. The gasketed spring plate consists of a ber/llium nickel disc spring that is sealed on both its inSide and outside edges With a Teflont gasket. The compression screw IS bronze, and the deflector IS brass. TYCO FIRE PRODUCTS Customer Service/Sales Tel. (800) 558-5236 . Fax (414) 570-5010 Technical Services Tel: (BOO) 381.9312. Fax: (800) 791-5500 1-3.2.10 3-01 HYDRAULIC CALCULATIONS SHEET" OL1~ I FOJ .. ~€ /#,) lAtt~ BY ~.~~~ I . 4 I~~' fto.,v'd-r ~ f'20 . S(!4-lI"~ . D,\TF c1 1...., ~ NOZZLE FLOW PIPE EQUIY. FRICTION c- Ifb 'DENT. 'II'E FITTINGS PIPE LOSS PRESSURE NORMAL NOTES AND IN AND LOCATION G.'.M. SIZE DEVICES LENGTH P.S.I./FOOT SUMMARY PRESSURE I~ L 12.a PI \ C./,o PI f q UVL ~V ZoO - F Pe Pv .. Z- 0 n.t> \IJ~' T 1'1,0 . 0 rz, '-J Pf ./1 Pn 'Z.. q 11,\. l \~ <> PltS'.1; PI a~lt.-tP \fIbJ F I.D Pe - Pv )t.-..-4 . "? 3 o3~.\ i I'k T 13-6 '02.4 t;, Pf .)~ Pn '3 q 11 , '1 L 1'/.0 Pt 11,,/(, Pt ~:::.lt.vP r~'" tnHl F n,6 Pe - Pv JL..=--4'? G OSI.!.} W~' T :3 t ,t> .o~s(.. Pf \.0" Pn L PI ISS. \ 3 Pt q F Pe Pv 0 T Pf Pn <1 1.101 L 2.0 Pt fS:~ Pt q Clfil.. %-"'Jl.3Il.. ~ 10-0 Pe - Pv C- O ',.0 PI T I~.o .0504 Pf .~ Pn L Pt "."UJ Pt q Pe F Pv 0 T Pf Pn C Q I~~o 19if> L 5''1. ~ Pt )~ .l~ Pt O~=Q~f] 1~cr :.:~~ ~ F /,p 'IJ.o Pl! - Pv ~ \~O ~&l.4 llt' TJt;Z..~ . 11 /)9, Pf ./ ,. "" Pn 6 "<'I~ L ,.~ Pt ~~.o3 Pt ~ --I S'C leI - 1...~ I Pv F Pe f o ~t{. "t \'I~I T ".S , /I(j~ Pf .12- Pn b.(1 e."-l)\ f tJ,Ib L t.< Pt ';~,5(" Pt <:: ~ r..o Iq J,fJ A t'mt F <O.n .I.t< Pv {f ~~ 10 1;4. '-I Pe ( '/.,; T tf.{' ,llAl.( Pf J ,t;) Pn 1.(1 ~ 1..J3:) if I.WtJ L 1.~ Pt ~f)!'1 4" Pt I' 1,;' 1)A.lkc~ \L. q 1-4;" F 4-6 ~.(J+. 'i ~ Pv '1:~'p ~ -r "1'" ., tf \ '}';' ~ o IA.--{ Ts:b ., "1 't Pf .~, Pn I ' ~ .~~ 1 #- 1J.1o L ~.O Pt~ l\~ Pt C"'-l~ q ~f IIJ,V'tttltJ# II~ F ~1. D Pl! I.f?- Pv t' IMt\rJ 0 tA.4 4" T fnG .lnl~ Pf .12.. Pn IS' e . .-I)~ 1 ,6f> L tJ{'.() Pt So. /"2.. Pt Q 0> Iv" 1rrwt. ~~-Q 16'~ F P e ---. Pv ~ IW;~ Q ~~.~ 1."- T 19.t> .booJ Pf ,02.. Pn l' ~.e<> L Z' J) 0 PI SC.(,~ Pt q ~ ~- \L ~~'" 0 ~~.~ F r'i ..? Pe - Pv ~'l T'Z.(lfO .oo(')fJl Pf ,()'l,.. Pn L Pt;O. (, /, Pt Iq , Pe Pv 10 ~ T Pf Pn Pt Page 2 STAR SPRINKLER 1-3.2.10 DESIGN CRITERIA The Star Galaxy SG-R (SIN S2287) Residenoal Pendent and Recessed Pendent Sprinklers must only be installed and utilized in accordance with the following described cri- tena which are provided by the manufacturer. NOTES Residential Fire Sprinkler Systems should only be de- signed and installed by those competent and com- pletely familiar with automatic sprinkler system de- sign, installation procedures, and techniques. Several criteria may apply to the installation and us- age of each sprinkler. Consequently, it is recom- mended that the sprinkler system designer review and develop a working understanding of the com- plete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria which are not covered by the following instruc- tions should be submitted to Technical Services.ln- elude sketches and technical details as appropriate. In some instances, the requirements of this docu- ment may concern specifications which are more stringent and which take precedence over those specified in NFPA 13, NFPA 13D, NFPA 13R, or by the authority having jurisdiction. The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will not be any blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13, 13D, or 13R), must be kept as few as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only metallic sprinkler escutcheons that will not dislodge or deform at a temperature less than 1200oF/6490C or that are UL Listed for fire protection service. Use only the #2084 Recessed Escutcheon for recessed installations. The sprinkler must be secured in position by firmly fastening the sprinkler system piping to the struc- ture. If the sprinkler is not properly secured in posi- tion, reaction forces resulting from sprinkler opera- tion could alter its orientation and its water distribution pattern. The sprinkler escutcheon cannot be used to hold the sprinkler in position. General Service Conditions. The Star Galaxy SG-R must only be utilized m wet pipe spnnkler systems. Hydraulic Design Criteria. The minimum required flow rates for residential applications are given In Table A as a function of the maximum allowable coverage areas. The NFPA 13D/13R smgle sprinkler flow rate is the minimum reqUired discharge from the most hydraulically demand~ ing smgle sprinkler and the NFPA 13D/13R multiple spnn- kler flow rate is the minimum required discharge from each of the total number of "design spnnklers" as specI- fied in NFPA 130 or 13R. TIA 99-1 (Tentative Interim Amendment) With an effective date of May 22, 2000 states that the minimum required discharge from each of the "design sprinklers. for sys- tems designed to NFPA 13 must be calculated based on NFPA 13D/13R NFPA 13DI13R C; MAXIMUM MINIMUM SINGLE MINIMUM MULTIPLE COVERAGE SPRINKLER SPRINKLER AREA (a) FlOW (b) FLOW (b) FT. X FT. Pendent Recessed Pendent Recessed 12x12 16 GPM 13 GPM 11.4 GPM (13.8 PSI) (91 PSI) (7.0 PSI) 14 x 14 16 GPM 16GPM 11.4 GPM (13.8 PSI) (13.8 PSI) (70 PSI) 16x16 17 GPM 17 GPM 13 GPM (15.6 PSI) (15.6 PSI) (9.1 PSI) 18x18 19 GPM 17 GPM 13 GPM (19.5 PSI) Q 20 x 20 20 GPM (21 .6 PSI (a) For coverage area dimenSions less than or berween those indicated, it IS necessary to use the minimum recUlred flow for the next highest coverage area for whtcn hydraulic aeslgn cntena are stated. (b) ReqUirement is based on minimum flew In Gr~,l 'rCr.1 each spnnkler. The assOCiated residual pressures a'e ~lc:Jlated uSing the nom mal K-factor Refer to Hycraulic :::e5.\;n Cntena Section for details. TABLE A HYDRAULIC DESIGN CRITERIA delivering a minimum design density of 0.1 ;pm.sq. ft. for each of the listed coverage areas shcwn in -acle A. Con- sult With the Authonty HaVing JUrlSClC:10n regarcmg the application of thiS TIA to the currently adop:ed NFPA 13 For systems deSigned to NFPA 13,130. or ~3R. consult with the local authonty haVing junsaiC:lon WI!h regard to the number of "deSign spnnklers' fcr slopec ceilings hav- Ing a slope greater than a 2 inch rise ror a .2 :nc:, run. Spray Coverage Criteria. Figures 5 througn 9 provide spacing rules that must be followed :0 asswre that the Star Galaxy SG-R Sprinklers Will prOVide tt~elr ceslgn diS- tribution of water spray. Operational Sensitivity Criteria. For proper operational sensitivity, the Star Galaxy SG-R must be installed be- neath a solid ceiling having a smooth or textured surface. The deflector-to-ceiling distance is to be 1-1/2 to 4 inches, unless a #2084 Recessed Escutcheon IS being utilized per Figure 2. The Star Galaxy SG-R must NOT be used above or be- low open-gridded type suspended ceilings; beneath sof- fits or beams resulting In a deflector-to-celling distance (Le.. deflector-to-mounting surface plus depth of soffit or beam) exceeding 4 Inches; or, With beams. jOists. or ducts haVing a height of more than 3 Inches located Within the sprinkler coverage areas. Beams haVing a height of more than 3 Inches may be located With their centerlines along the boundaries separating adjacent sprinkler coverage areas. Cold Soldering Criteria. Figures 5 and 6 prOVide the minimum spacing requirements necessary for preventing t t DuPont Registered Trademark 1-3.2.10 STAR SPRINKLER Page 3 (; ESCUTCHEON PLATE SEATING SURFACE L 7/16" (11 1 mm) NOMINAL MAKE-IN 1/2" NPT 2-3/16" , (55.7 mm) 1-1/2" (381 mm) , ! FIGURE 1 STAR GALAXY SG-R RESIDENTIAL PENDENT SPRINKLER 2-7/S" DIA 1/2:t1/S" ~ (73.0 mm) ~ 1/2" (12.7 mm) (12.7:t3.2 mm) 2-1/4" DIA. --: : 1/4" (6 4 mm) i FACE OF (57.2 mm) ,: MOUNTING SPRINKLER I I ~ PLATE FITTING ,.-- i , 1/8" I I (3.2mm) J --1 \( MOUNTING SURFACE LOSURE SG-R 1-1/4" (31 8 mm) 1" (25 4 mm) FIGURE 2 STAR GALAXY SG-R RESIDENTIAL SPRINKLER WITH #2084 RECESSED ESCUTCHEON the wetting (Le., cold soldering) of the heat responsIve element (B~lb) of a non-operated Star Galaxy SG-R, which IS adjacent to one which has operated. Heat Source Criteria. Refer to NFPA 130 or NFPA 13R for the requirements relating to preventing the possible re- lease of a Star Galaxy SG-R heat responsive element (Bulb), due to exposure to heat sources other than abnor- mal fire. FIGURE 3 W- TYPE 9 SPRINKLER WRENCH WRENCH RECESS FIGURE 4 W-TYPE 10 RECESSED SPRINKLER WRENCH INSTALLATION The Star Galaxy SG-R must be installed in accordance wIth the follOWing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble with an approximate diameter of 1/16 inch should be pre- sent. A leak tight 1/2 inch NPT sprinkler joint should be ob- tained with a torque of 7 to 14 ft./bs. (9,5 to 19,0 Nm). A maximum of 21 fUbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjust- ment in an Escutcheon Plate by under- or over-tight- ening the Sprinkler. Readjust the position of the sprin- kler fitting to suit. 1. The sprinkler must only be installed in the pendent position and with the deflector parallel to the mounting surface. 2. After installing the #2084 mounting plate (or other accept- able escutcheon, as applicable) over the spnnkler pipe threads and With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler Into the spnnkler fitting. 3. Wrench tighten the sprinkler using only a W-Type 9 Sprin- kler Wrench (Ref. Figure 3) for pendent sprinkler installa- tions or the W- Type 10 Wrench (Ref. Figure 4) for re- cessed pendent sprinkler installations. The wrench recess is to be applied to the sprinkler wrench flats (Ref. Figure 1 ). 1-3 2 10 STAR SPRINKLER Page 7 ....... .-' CARE AND MAINTENANCE The Star Galaxy SG-R must be maintained arc serviced In accordance with the following instructions NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40oF/40C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element (bulb) can result. Absence of an Escutcheon Plate may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection sys- tem which it controls, permission to shut down the af- fected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Do NOT enclose sprinklers within drapes. curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT cleanse the sprinklers with soap and water, detergents, ammonia, cleaning fluids. or other chemi- cals. Remove dust, lint, cobwebs, cocoons. insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e.. dusting) brush attachment. Exercise suitable safety precautions m the use and storage of highly flammable materials. The rapid rate of fire development and spread of which can be caused by such materials can reduce the ability of the sprinkler system to aid in the control of a fire in which they are involved. The minimum vertical clearance between the tops of free standing partitions, room dividers. cabmets. stor- age racks, stock piles, etc., and the sprinkler deflec- tor is NOT to be less than the clearance given in Table 8. Sprinklers which are found to be leaklr.g or 9;(iloltmg VIS- Ible Signs of corrosion must be replacea Automatic sprinklers must never be shlDoec sr stored where ItS temperature Will exceed 100';:: 38'C 2.na they must never be painted, plated, coated. or st:-erNlse al- tered after leaVing the factory. Modified spnnKlers must be replaced. Sprinklers that have been exposec to corro- sive products of combustion, but have not soerated, should be completely cleaned by Wiping the sonnkler with a cloth or by brushing It with a soft bnstle brusn Care must be exercised to aVOid damage - ooth before and after Installation Sprinklers damagea oy cropping, stnklng, wrench tWist/slippage, or the like. must be re- placed. Also, replace any spnnkler that has a cracked bulb or that has lost liqUid from Its bulb IRef Installation Section) The owner IS responsible for the inspectIOn testing, and maintenance of their fire protection system and deVices In f. compliance With thiS document, as well as With the appli- cable standards of the National Fire ProtectIOn ASSOCia- tion (e g , NFPA 25), In addition to the standards of any other authOrities haVing Jurisdiction. The Installing contrac- i H OBSTRUCTION BELOIV ----f --":. , SPRINKLER DEFl EC70R .-' Horizontal Distance from Sprinkler to Obstruction Below Sprinkler Deflector, ft. Vertical Clearance Below Sprinkler Deflector. in. More than 6 From 3 to 6 Between 2 and 3 From 1 to 2 Less than 1 J' -- '0 I~ 15 i3 i0 TABLE B MINIMUM VERTICAL CLEARANCE BETIVEEN TOP OF FREE STANDING OBSTRUCTION AND SPRINKLER DEFLECTOR tor or spnnkler manufacturer should ce .:::n:2.::ed ~elative to any questions It IS recommended that automatic scrir:<.er s. s:elT.s be in- spected, tested, and maintained by'a c;u2.'lfie": inscecllon Service. The Star Galaxy SG-R must only be ~eclace: with pen- dent sprinklers which are listed for reSiCe~1t:2. :ire Drotec- tlon service and which have the same "'cm:r:2.J i<-factor the same coverage area, and the sa;;:e :r 'ewer flow r~t- Ings (as indicated under "Hydraulic Des;p C-.tena-) When remodeling, such as by adding false :eams or light fixtures or changing the location of comcar::-em wails, first verify that the new construction Will :-CT ',"olare the in- stallation requirements stated under 'NAr:NINGS. Alter the new constructIOn and/or the spnr::<:er s,ls:er:1 ;0 suit the reqUirements of thiS aocumenr. r'" . , I . 1:qca/Flow ContrOl! Tyco Fire Products Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500 Customer ServicelSales: Tel: (414) 570-5000 1 (800) 558-5236 Fax' (414) 570-5010/(800 77-1295 Series DS-1 - 5.6 K.factor Dry Type Sprinklers Quick Response, Standard Coverage General Description The Series OS-1, 5.6 K-factor, Quick Response, Standard Coverage, Dry Type Sprinklers are decorative 3 mm glass bulb automatic sprinklers de- signed for the following typical uses: · where pendent sprinklers are re- quired on dry pipe systems that are exposed to freezing tempera- tures (e.g. sprinkler drops from un- heated portions of buildings) · where spnnklers andlor a portion of the connecting piping may be exposed to freezing temperatures (e.g. sprinkler drops from wet sys- tems into freezers, sprrnkler sprigs from wet systems into un- heated attics, or horizontal piping extensions through a wall to pro- tect an unheated area of a build- ing) · where sprinklers are used on sys- tems that are seasonably drained to avoid freezing (e.g. vacation re- sort areas) WARNINGS The Series 05-1 Dry Type Sprinklers described herem 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 Impair the integrity of these devices. The owner is responsible for mamtain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. The Series 05-1 Dry Type Sprinklers must only be installed in fittings that meet the requirements of the Design Criteria section. Page 1 of 6 Model/Sprinkler Identification /. Numbers '( '-a TY3235 - (Pendent) ~ TY3135 - (Upright) TY3335 - (Horizontal Sidewall) Technical Data Approvals UL and C-UL Listed. FM and NYC Approved. (Refer to Table A) Maximum Working Pressure 175 pSI (12,1 bar) Inlet Thread Connection 1 inch NPT (Standard Order) ISO 7-R1 3/4 inch NPT 1-1/4-14UNC Discharge Coefficient K = 5.6 GPM/psP/2 (80,6 LPM/bar1/2) Temperature Ratings Refer to Table A Finishes Sprrnkler: Natural Brass, Chrome Plated, White Polyester Escutcheon: White Coated or Chrome Plated Physical Characteristics Inlet . . . . . . . . . . . .. Copper Plug .. .......... Copper Yoke . . . . . . . . . Stainless Steel Casing . . . Galvanized Carbon Steel Insert . . . . . . . . . . . . . Bronze Bulb Seat . . . . . . Stainless Steel Bulb . . . . . . . . . . Glass Compression Screw . . . . . Bronze Deflector. . . . . . . . . . . . Bronze FEBRUARY, 2002 ~ .lh ~. Frame ............ Bronze Guide Tube.. ... Stainless Steel Water Tube. . . . . . Stainless Steel Spring ........ Stamless Steel Sealing Assembly . . . . . . . . . . . . . . . . Beryllium Nickel w/Teflon* Escutcheon ...... Carbon Steel Patents U. SA Patent Number 5,188,185 may be applicable to the Senes DS-1, 5.6 K-factor, QUick Response, Standard Coverage, Dry Type Sprinklers. * Registered Trademark of DUP<lnt TFP510 (1.6.2.22)' Page 2 of 6 TFP510 SPRINKLER FINISH TY3235 Pendent TY3235 Pendent TY3335 Hor. Sidewall wi Standard wi Std. Escutcheon wi Std. Escutcheon Recessed Escutcheon (Ref. Fig. 5) and a top of (Ref. Fig. 3) Deflector-to-Ceiling TY3235 Pendent distance of TY3235 Pendent wi Deep Escutcheon 4 to 12 Inches wi Wide Flange (Ref. Fig. 6) (100 to 300 mm) Recessed Escutcheon (Ref. Fig. 8) (Ref. Fig. 4) TY3135 Upright wlo Escutcheon (Ref. Fig. 7) Temperature Bulb Natural Chrome White Natural Chrome White Natural Chrome White Rating Color Code Brass Plated Polyester Brass Plated Polyester Brass Plated Polyester 135OF/57OC Orange 1,2,3,4 1,2,4 1,2,3,4 1,2,4 1*,2*,3-,4 1*,2*, 4 155OF/68OC Red 1,2.3,4 1,2,4 1,2,3,4 1,2,4 1*,2*,3**,4 1*,2*,4 175OPf79OC Yellow 1,2.3,4 1,2,4 1,2,3,4 1,2,4 1*,2*,3**,4 1*,2*,4 .' 206.~oC Green 1,2,3,4 1,2,4 1,2,3,4 1,2,4 1*,2*,3-,4 1*,2",4 286OF/141OC Blue N/A 1,2,3,4 1,2,4 1*,2*,3-,4 1*,2*,4 Notes: 1. Listed by Underwrrters Laboratories, Jnc (MaxImum order length of 48 Inches). 2. Listed by Underwriters Laboratorres for use in Canada. (Maximum order length of 48 inches). 3. Approved by Factory Mutual Research Corporation (MaXimum order length of 48 Inches) 4. Approved by the City of New York under MEA 352-01-E. " Light and Ordinary Hazard OccupanCIes Only. "" Light Hazard Occupancies Only. N/A - Not Available. TABLE A SERIES DS-1, QUICK RESPONSE - STANDARD COVERAGE, DRY TYPE SPRINKLERS LABORA TORY LISTINGS AND APPROVALS PLUG WITH , , INLET GASKETED SPRING PLATE SEAL YOKE SPRING CASING WATER ..-. TUBE INSERT GUIDE TUBE BULB SEAT FRAME 3mm BULB VENT HOLE COMPRESSION DEFLECTOR SCREW WRENCH RECESS \ --- PUSH WRENCH IN 70 ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W- TYPE 7 SPRINKLER WRENCH FIGURE 1 SERIES DS-1 QUICK RESPONSE DRY TYPE SPRINKLER ASSEMBL Y ~ ,~, ~" , " . '../ "- TFP51 0 n SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTI~-rr-1m_m-r-lo__, L~ I I' I FACE OF L_-I ,: :: ,.' SPRINKLER L-{J i~ i iu:.! FITTING "_, L- .J co" \ I I -t c_, ORDER LENGTHS: 3-1/2" to 4S' (SS,9 to 1219,2 mm) IN 1/4' (6,4 mm) 2-1/4" DIA. INCREMENTS 1(;>,.2 mmy I FACE OF CEILING 1-3/S" :!: l/S' (34,9 :!: 3,2 mm) 2-7/S' DIA. (73,0 mm) FIGURE 3 TY3235 PENDENT wi STANDARD RECESSED ESCUTCHEON " SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTION) Jj--")-mou_-{U'L__ ~-r1' '" L_~ I I 1 I FACE OF ~-1 j ~ 1: ,..' SPRINKLER U~ i. i iu:.! FITTING "_, L. .J co" \ I I ! L._..J I ORDER LENGTHS: 3-1/2' DIA. , 1/2" to 46" (~S,9 mrp) l (12,7 to 116S.4 mm) 2-1/2" DIA IN 1/4' (6,4 mm) (635 mm) I INCRE~ENTS I' 'i I , 1 I I FACE OF CEILING 4-1/4':!: l/S' (10S,O :!: 3,2 mm) I , ..,/ FIGURE 6 TY3235 PENDENT wi DEEP ESCUTCHEON SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTI0~N)_A-01um_-.r-l.__, I I, 1 l' I FACE OF L_-I ,: :: ,.' SPRINKLER : ::: :: :: ..-....~ I I f--'" FITTING "-i L_ .J i-" 1 \ c.., ORDER LENGTHS. 3-1/2' to 48" (88,9 to 1219,2 mm) IN 1/4' (6,4 mm) INCREMENTS j FACE OF CEILING f-L I , 3" DIA ~ l-Mj' :I: l/S' (34,9:1: 3,2 mm) 3-5/S' DIA. (92,1 mm) SPRINKLER FITIlNG (REFER TO DESIGN CRITERIA SECTION) FACE OF ~ SPRINKLER FITIlNG \ 1 I ORDER LENGTHS: 2-1/2' to 48' (63,S to 1219.2 mm) IN 1/4' (6,4 mm) INCREMENTS I i ' FACE OF CEIUNG I 2-3116' :I: liS' (55,6 :I: 3,2 mm) Page 3 of 6 ...--., ---------; ~---\ , ' , , , , 1 1 " 1 , I' , , ,I -~ .._1--'" , ., FIGURE 4 TY3235 PENDENT wi WIDE FLANGE RECESSED ESCUTCHEON 1~4" D1A. (44,S mm) 3'DIA. (76.2 mm) FIGURE 5 TY3235 PENDENT wi STANDARD ESCUTCHEON 1 M I TOP OF ! DEFL~R ! i II ORDER ~ENGTHS. I 5' to 48' (127,0 to 1219,2 mml IN 1/4" (6,4 mm) INCREMENTS FACE JF SPRINKLE.=i FrTilNG ;2' SPRINKLER FITIlNG (REFER TO DESIGN CRITERIA SECTION) : : ~ .' , " , , :--.., -------------.. FIGURE 7 TY3135 UPRIGHT wlo ESCUTCHEON ORDER LENGTHS: 2-1/2" to 48' , 4' :I: 1/8' .--- (63.510 1219,2mm) ~101 6:1:32 mm) I IN 1/4' (6,4 mm) , , i INCREMENTS FACE OF I I MOUNTING r--:--; FACE OF 1-314' CIA SURFACE ..._""_~ r-- SPRINKlER :____o__~ j FrTTlNG (44,5, mm) I :___ooooQIJ_c-- F1 \ I I , 'Ii~~ ==r 3. DIA t~~~~~~;~ ~ T:~I~mm) : : SPRINKlER FrTTlNG .; ~ -I C~__-' (REFER TO DESIGN CENTERLINE 5/16' CRITERlASECTlON) OF WATERWAY (7,9 mm) FIGURE 8 TY3335 HORIZONTAL SIDEWALL wi STANDARD ESCUTCHEON 7, V Page 4 of 6 Operation When the Series DS-1 is in service. water is prevented from entenng the assembly by the Plug & Belleville Seal- ing Assembly (Ref. Figure 1) in the Inlet of the Sprinkler. The glass Bulb contains a fluid that expands when ex- posed to heat. When the rated tem- perature is reached, the fluid expands sufficiently to shatter the glass Bulb, and the Bulb Seat is released. The compressed Spring is then able to ex- pand and push the Water Tube as well as the Guide Tube outward. This action simultaneously pulls inward on the Yoke, withdrawing the Plug & Belleville Seal from the Inlet allowing the sprin- kler to activate and flow water. Design Criteria The Series DS-1 Sprinklers are in- tended for use in fire sprinkler systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on NFPA 13 requirements). The Series DS-1 Dry Type Sprinkler IS to be installed in the 1 or 3/4 Inch NPT outlet or run of malleable or ductile Iron threaded tee fittings that meet the di- mensional requirements of ANSI B16.3 or cast iron threaded tee fittings that meet the dimensional require- ments of ANSI B16.4 with the end sprinkler fitting on a branch line to be plugged as shown in Figure 1. When installing 1 inch NPT Series DS-1 Dry Type Sprinklers on a dry pipe sprinkler system, only use the side out- let of maximum 2-1/2 inch size reduc- Ing tee's. When installing 3/4 inch NPT Series DS-1 Dry Type Sprinklers on a dry pipe sprinkler system, only use the side outlet of maximum 2 inch size reducing tee's. For wet pipe sprinkler systems, the Series DS-1 Dry Type Sprinklers may also be installed in the 1 or 3/4 inch NPT outlet of a Central Figure 730 Mechanical Tee. NOTE Do not install the Series DS-1 into any other type fitting without first consult- ing the Technical Services Depart- ment. Contact the Technical Services Department with regard to the applica- bility of 1-114-14 UNC inlet thread con- nections. Failure to use the appropri- ate fitting may result in: failure of the sprinkler to properly operate due to formation of ice over the inlet Plug or binding of the inlet Plug; or, insufficient engagement of the inlet pipe threads with consequent leakage. Branch, cross, and feed main piping connected to Dry Sprinklers and sub- ject to freezing temperatures must be pitched for drainage in accordance with the minimum requirements of the National Fire Protection Association for dry pipe sprinkler systems. When Dry Sprinklers are to be used in wet pipe sprinkler systems protecting areas subject to freezing temperatures (e.g., sprinkler drops into freezers), consideration must be given to the ap- propriate length of the sprinkler that will prevent freezing of the water in the connecting pipes due to conduction. When the temperature surrounding the wet pipe sprinkler system is main- tained at a mmimum temperature of 40oF/40C, the following are the mini- mum recommended lengths between the face of the sprinkler fitting and the outside surface of the protected area (Le.. length exposed to minimum am- bient of 40oF/40C): . 12 inches (300 mm) when the tem- perature within the protected area IS -20oF/-290C · 18 inches (450 mm) when the tem- perature within the protected area is -40oF/-40oC · 24 inches (600 mm) when the tem- perature within the protected area is -60oF/-51 oC For protected area temperatures be- tween those given above, the minimum recommended length from the face of the fitting to the outSide of the pro- tected area may be determined by in- terpolating between the indIcated val- ues. NOTE When Dry Sprinklers penetrate a ceil- ing or wall into an area subject to freez- ing, the clearance space around the Sprinkler Casing must be completely sealed in order to prevent the leakage of moist air into the freezing area which might result in the formation of condensate around the Frame, Deflec- tor, Bulb Seat, or Bulb. Failure to pre- vent the formation of condensate could result in the build-up of ice around the releasing components. This could re- sult an inadvertent operation of the sprinkler or impaired operation due to reduced thermal sensitivity. TFP510 Installation The Series OS-1 Dry Type Sprinklers must be installed in accordance with the follOWing instructions: NOTES The Series DS-1 must only be installed in fittings that meet the requirements of the Design Criteria section. Refer to the Design Criteria section for other important requirements regard- ing piping design and sealing of the clearance space around the Sprinkler Casing. Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held hOf/zontally, a small air bubble should be present. The diameter of the air bubble IS approximately 1116 mch (1,6 mm) for the 13S'FISrC rating to 118 inch (3.2 mm) for the 2860F/141 oC rating. A leak tight 1 mch NPT sprinkler joint should be. obtamed With a torque of 20 to 30 ft.lbs. (26,8 to 40,2 Nm). Higher levels of torque may distort the sprm- kler inlet with consequent leakage or impairment of the spnnkler. Do not atiempt to compensate for in- suffiCient adjustment in an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fittmg to SUIt. Step 1. Pendent sorinklers must be installed only in the pendent position, and upright spflnklers must be in- stalled only In the upnght position. The deflector of a pendent or up fight sprin- kler is to be parallel to the ceiling. Horizontal Sidewall sprinklers are to be installed in the hOrizontal pOSition with their centerline of waterway perpen- dicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector IS to face towards the ceiling. Step 2. With pipe thread sealant ap- plied to the inlet threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Wrench tighten the sprinkler by wrenching on the Casing with a pipe wrench whenever the casmg is readily accessible. Otherwise, use a W- Type 7 Sprinkler Wrench (Ref. Figure 2). The wrench recess of the W- Type 7 is to be applied to the sprinkler wrench flats (Ref. Figure 2). Step 4. Atter the ceIling/wail has been installed/finished, slide on the outer piece of the Escutcheon until it comes in contact with the ceiling/wall. Do not lift the ceiling panel out of its normal position. In the case of the outer piece of the ":~.1;;}~j~:.~.1'. . "",,'-.,.,.' -'.a- Double CheckVa/ve Assembly ~-:}{1;;r:'".~ .::~:: -,,,1',"''''r', ". " - ~:'~;:~:;""," , ~. ...d' .::-'::L- <5' 15 iii e:. -- (/l 10 (/l 0 ..J W 5 a: ::) (/l (/l w 0 a: a. 0 505 f)~ . , . ' --- 104 ~ ~ (/l 69 (/l 0 ..J 35 w ct ::J en (/l w 800 ct a. 379 :_....,-~ .... I~_~- ~, 3" (SOmm) 4" (100~~~' 200 600 400 <5' 631 2524 15 104 C? iii c. e:. .... --- S" (200mm) ~ (/l 10 69 (/l (/l en 0 0 ..J ..J W 5 35 w a: ct ::) ::) (/l (/l (/l (/l w 0 w a: ct a. 0 1000 2000 3000 4000 a. 15 252 <1 104 ~ ~ (/l 69 en 0 ...J 35 w ct ::J en en w ct 3000 4000 a. 10 10" 1?50mml ,3'\~5Cr;Til ~' :2C0l"'"1m) 5 o o 1000 2000 95 -~ ^ j~ ~ 158 '" 1036 11/4" (32mm) : :'2' -:--~ o o r _' --=--===.=:t- ~--_~ - 5 en 69 (/l 0 ;. '::'"-- ...J W 35 ct ::) en en w ct 150 200 250 a. o o 20 40 60 80 50 100 150 200 250 " I t 1: "~ i I I I I I I "-.- . The Resr"RJaer. is a COtnpi prs-aaornbftd, ready to 'nSUfl 1111 sprinkler riser. T'ni. atfI8cftve riser c:ontaln~ all c1 ttre r&q~1r8d componlf needed In a ri.$aJ' system. . Its all grass =nstnJction allows fer Installation In potable water systems. . Its ccmpact siZS allows for easy Installatfon between 21 )C 4- studs In a wall. . MaJe th1aaded end$ and' moulded In mcuntftJg paints allow fer fast 8I1d easy InstaJlation on the left or right aiae. . Aaquirsd Signs moulded Ctlto the boer, aJlowing for easy identificatIon. . AvaSJabJe 111 ,. IPS. , (16- taU, 10314' wid&, S 112- daeF . , 1/4- fo 2 · IPS available eany '991. " ,'J,; · WITHam ~ICk VALVE PATFN1" ~f:"'I"\INr: JUL-Zi-OO 09:12AM FRO~-PAC-KEY, INC T-165 P 03/03 F-i3S ~'. ',..J. ?~~';(j)'" .....,;;.. ~... . ::~:9;i~;'; ~f< .....' ",..- '~""'~"P~.'>>"'\""'I:\ ,""',." . . , t~.~ ;. r',' I).... .', .." '....,,, ......l(';__~.w.~ .;.~~.~~.:;.I,~\.. " I -...-' ... .. . III ~ L i I'I, " .11 I;'; , 1-'1 ,llr fi' 'fll .,11 ,., " ... ~ . - €a-Ji)Vd ~;6~ i66ll't/ge ~ ............. , -.. . Bas6MJS~I' - , ...,........ I I ........"".... SPEARS cpve rift: Spr BlazeMac;ter'" crvc P05t-Ch' thermoplastic matenal SPEA umque advantages for lire spr e..lse of installation and hand! continuous service history of m' efficiently with readily avadabk l..lcr product'i arc manufactun:d from 'mated Polyvll1~ I Chloride. a specialty , CI'Vl File \prlnklcr pmducts provide icr systems through \lIpeTlOT hydraulics. , Bascd 011 a rrm ell product with a e than 30 years Asscl11hlc.:d qUickly and nexpenslve tool, SPEARS crvc rlre Sprmkle; :roducts are fully tested dnd listed Itlr use With all other listed BlazeMasler' ,'PVC tire sprlnl.kr rroduct~ In we! pIpe lire spnnkler systems by Under\ '1Iers LaooralOnes. JIlC . Factory Mutual and The Loss Prevenllon CouncIl These products arc II)ted by the National SanltalJon Foundation for use In }tahle water systems Where to Jse a SPEARS CPVC Fire S 'lrinkler System SPEARS epve FIre Spnnk :r Products arc liste-d h)' Undrrwrlters Laboratories for use in · Light Hazard occupancies ,t., defined In the Standard for Installation of Sprinkler systems. NFPA 1= · ReSidential occupancies up (0 and including lour stones In height as delined by NFPA 13R · ReSidential occupancies as defined In the Standard for Sprinkler Systems 10 One and Two Family Dwellings. NFPA 13D SPEARS epve Fife Spnnkler Products shall be cmployed 111 wet pIpe systems only (A wet pipe system containS water and IS connected 10 a waler supply system so that Ihe water ~1I1 dlscharg.e Immedlalely whell the spnnltilcr l~ opem:d) "i1'1': \R~ ('1'\ ( FIn' "iprrnl.kl I'ro<lul'l\ IIIml nr\'rr br used in a s)'strm uSIng CIImrrr~srd aIr or uthrr gases. SI'~.^RS CPVC Firr Srrinl.lt-r Prodtlc" an' nol "~It'd for ulltdoor aprhcalions. Nallonal Fin: ProtecllOn AS~(\LI;'IIIOIl. Slandard) 1:\ DR and 13D l11u~1 be rderenced lor deSign and lI1<;tallalloll reqlllrt:menL'i 111 COnlunCtlon wll11 thiS brochure ..- Concc:dcd Ins/alia/ions: W,lh cOllccaled IOslal/allOlls. the Ol/ll;/llU/ll proleclion shall consisl of one Inyerof3/& in gypsum wallboard. or a suspended membrane ceiling With laY-in panels or liles havmg a welghl of not less than .35 Ibs. per 1\.2 when Inslalled with metalliC support grads. or 1/2 111. plywood sol1ilS For residential occupancies defined in NFPA I3D and IJR. lhe Olll1imum proleclion may conslsl of one layer of 1/2 111 plywood SPEARS CPVC Fire Sprinkler Products shall he used In sprankler syslcms cmploYll1g sprinkler heads rated at 1700F or lower Expos~d Installations: SPEARS CPVC Fire Sprll1kler ProducL~ are approved for systems wllhout prolecllon. (exposed) Wilh the following restrictions. Exposed cpve F Ire Sprinkler piping shall be II1stalled below a smooth. lIat. horizontal ceiling construction LIsted quick-response pendenl spnnklers havlIlg dellectors IIlstalled Wllhlf1 8 inches from the ceding or Listed Residential pendent spnnklers located If1 accordance wIth lhelr LlSling and a maxImum distance hetween sprinklers nol to exceed 15 feet LIsted Quick-Response honzontal sidewall sprlOklers haVing dcllectors installed withm 6 mches from the ceiling and wlthm 4 IIlches from the sidewall or Listed Residential horizontal sidewall spnnklers located III accordance wIth theIr Listing and a maximum distance between spnnklers not to exceed 14 feet Return Air Plenum Installations: SPEARS CPVC Fire Sprll1klcr Products have been investigated by UL and found to comply wIth the combustIbility reqUlremenlS for thermoplClStlc spnnkler pipe as deSCribed In the Standard lor Installation of Air CondulOnmg and Ventilating Systems. NFPA 90A. SPEARS CPVC Fire Sprinkler Products shall be mstalled in the plenum space at a hOrtzontal distance of at least 24 inches from openmgs m the celllllg such as ventilatIon gnlls SPEARS cpve Fire Spnnkler ProductS are SUitable for use 111 areas where ambient temperatures are With 111 !he range of350F to 150aF SPEARS CPVC Fire Sprinkler product can be installed in an area. such as an altlC. where the temperature will exceed 1500F IfventilalJon is proVIded or If UlsuJatlon is used around the product to malntam a cooler environment. I f the ,nstallation IS in an area su~ject to freezlOg temperaIures. !he spnokier system must be protected from freezmg. ^ frozen system wjll nol only be deactivated. but the pressures built up can cause the spnnkler heads to open or damage the pipes. SPEARS cpve Fire Sprinkler Products cannot be Installed m combustible concealed spaces requinng sprinklers. as referenced Ul N FP A I J However. N FP A 13 R and I J D pemul the omISSion of spnnklers from combustIble concealed spaces and SPEARS Cpye Fire Sprinkler Products can be Installed in these areas when sprinkling resuienuaI ocalp3l1cies according to these standards. SPEARS cpve Fire Spnnkler ProdUClS resIst attack from a large group of chetntcals thaI are corrosive to metallic plpmg. Ifspecific chemicals or chemical vapors.are to come m contact With SPEARS CPVC Fire Spnnkler ProduClS. consult the manufacturer. Special care shall be taken to aVOid contamination of SPEARS CPVC Fire Sprinkler Products with petroleum based products such as cuttlOg or packll1g Oils that may be present on metalliC system components 2 .-' " Fire Sprinkler System Risers Spears Manulacturing Company cryc rlre Sprinkler product~ are Listed IlH u~e as system rISers In NFPA 13R and IJO Installallons MIOlIl11l1m prolection shall conSist of one layer or, 3/8" gypsum wallhoard or 1f2" plywood CPYC FIre Spnnkler Risers shall hc mstalled 111 accordance wllh · The Applicable NFPA Standard · The LIsted epve FIre Sprrn~ler Pipe Manufacturer '5 Installation InstructIons · Spears Manufactunng Company's InstallatIon Instructions Risers shall be supported hy pIpe clamps or by hangers localed un the honzontal connection close to the mer Only Listed hangers and clamps shall be used Vertical lines must he supported atll1tervals to :lvold placlllg excessIve load on a lilllOg at the lower end ThiS can be done by uSlOg riser c1:1mps or double boll pipe c1amp~ l.lsted for thIS service Hangers and support shall not compress, dIstort. cut or ahrade the plpmg and shall allow lor free movement of the pIpe to allow lor thermal expansion and contractIon. Do not use f1ser clamps which squeeze the pIpe :lnd depend on compression of the pipe to support the wClght Maintain vertical pIping 111 straight alignment with supports al each floor level or at 10 loot inlervals whIchever IS less epve risers III venlcal ~hans or 111 bUlldlllgs wllh ceJllllgs O\'l:r 2';; ICel. <;hall he aligned \tr;lIghllv and supponed al each lloor level or at I () loot IIllervals whichever IS less Clamps used l11uSI nOI exert compn:~slve stresses on Ihe: pipe II [1osslbk. Ihe clamps should be localed Just below a couplmg so that the shoulder of the coupling rests agamstthc clamp A couplmg can be modJlied 10 acllleve tlllS by culllllg a epve coupllllg III IWO. Just above: Ihe SIO[1 al Ihe sockel hOltol11. and Ihen CUlling Ihls piece m halrlengthwlse 10 proVide 1\\0 halves whIch do 110! Conlaln (he SlOp Fnllowlllg "~olventlel1l\:l\llllg 1 1\\lrlll:l II 111)" the two halves ;]re solvent cemented to the: plpC, at the n:qulred location. so thaI the shouldcr of the modified cOllpllllg rests on the clamp Allow assemhly to cure pnor to placll1g any stress on the JOlllt Underground Fire Service Spears '(Pye F Ire Sprin~ler Products are SUitable lor use: III underground water service when Installed With Listed cpve pipe fllr underground wilter maills Please consult Ihe pipe manufacturer's IOst311allon and deSign manuals Handling and Storage SPEARS epye Fire Spnnkler Products are tough and corrosion resistant. but do not have the mechalllcal strength of steel Reasonable care: should be e\crClSed 10 handling SPEARS (PVe Fire Spnnkler Products Thc~ must nol he dropped or have obJccts dropped on them , f IInrroper handling results III scratches. splits or gouges. thc damaged section shall he dlsc:lrded CPVC Fire: Spnnkler ripe muSI he covered With a non-transparcnt matenal when slored oul of door!\ Bnel cxposure to direct sunlight on the lob Site lIlay result III color lade hut will not affect rhyslcal properties ~PtARS CPYC FIre Spnnklcr liltll1g~ can be slored lIlthelr Of I glllil I containers tll I.e:ep Ihem free from dirt ilnd reduce Ihe posslhllllY of d:Ullilgc: 3 ?;O -. . Product Rating and Capabilities Dimensions. CPVC Fire Sprinkler pipe is produced in SDR 13 5 dimensions. SDR, or Standard Dllllt:l1slonal Ratio. means thc pipe wall thickness is directly proponlol1al to the oulSide diameter CPVC Fire Sprinkler pipe IS produced to the speCifications of ASTM F 442 SPEARS CPVC Fire Sprinkler tiltmgs art: produced In Schedule 40 and 80 dlll1CIlSIOns in accordance with ASTM Standards F 437. F 438 and F 439 Underwriters Laboratories has listed SPEARS CPVC Fire Sprinkler Products for a rated working pressure of 175 psi at 1500 F for sprinkler service I , CPVC Fire Sprinkler Pipe Dimensions. SDR 13.5 ASTM F 442 Inches (millimeters) Pounds Nominal Size Average 00 Average /0 Per Feet 3/4 (20) 1.050 (267) .874 (22.5) .168 1 (25) 1 315 (33 4) 1 101 (28.2) .262 1-1/4 (32) 1660 (42.2) 1.394 (356) 418 1-1/2 (40) 1.900 (48.3) 1 598 (40.7) .548 2 (50) 2.375 (60.3) 2003 (509) .859 2-1/2 (65) 2.875 (73.0) 2.423 (61 .5) 1.257 3 (80) 3.500 (88.9) 2.950 (75.0) 1.867 Hydraulic Design. Hydraulic calculations tor the sizing of a SPEARS CPVC Fire Sprinkler System shall be calculated using a Hazen-Williams C value of 150 Pipe friction loss calculations shall be made according to NFPA Standard 13. The tollowmg table shows tht: allowance for fnctlon loss for fittings. expressed as eqUivalent length of pipe. (For aJdlllOnal mformal/on regardmgfncl/on loss. refer 10 G-82 FncI/on Loss Table.) Allowance for Friction Loss in Fittings (Equivalent Feet of Pipe) 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" Tee Run 1 1 1 1 ; 2 2 Tee Branch 3 5 6 8 10 12 15 90. Elbow 7 7 8 9 11 12 13 45. Elbow 1 1 2 2 2 3 4 Coupling 1 1 1 1 1 2 2 Thermal Expansion and Contraction: The change In length ofCPVC pipe with temperature vanatlons should always be considered when designmg and installing the system. The coefficient oflinear expansion for BlazemasterXCPVC IS 3.4 x 10 -s In/Ill OF. Several methods of controlling or compensatmg for this change in pipe length are available such as: expansion loops. offsets and change of direction in the plpmg system. See Tabla III & IV and Figur~ 3. Inspcttion: Before installation. CPVC Products should be thoroughly mspected for CUls, gouges or split ends which may have occurred to the produclS during shipping and handling. Such products shall not be utilized Maintenance: The system shall be mamtained in accordance With the Standard for Inspection, Testmg and Maintenance ~f Water Based Extinguishmg Systems as defined by NFPA 25 4 T~O INCORPORATED CORONA, CA . (909)737.5599 16 FIG.24 HANGER FOR c.P. v:c. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE - SIDE MOUNT @ J~h) Size Range - 3/4 thm 2 inch c.P.V.c. pipe. Material - Carbon Steel, Pre-Galvanized. Function - Intended to perform as a hanger/restrainer to support only c.P.v.c. piping used In automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 24 can also function as a restramer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' laboratories listed 10 the UnIted States (UL) and Canada {clJL} to support fIre spnnkler pip mg. Meets and exceeds the requirements of N.F.P.A. 13, DR, and 130. Features - Figure 24 incorporates features which protect the pipe and ease mstallatlOn. The flared edge deSign protects the c.P.v.c. pipe from any rough surface. Easily attaches to the building structure usmg the two hex head self threadmg screws" furnished with the product. It IS recommended that rechargeable electric dnlls fitted with a hex socket attachment be used as mstallatlOn tools. No Impact rools (such as a hammer) or Impact fasteners (such as drIve screws or nails) are allowed. Damage has been known ro result from installations usmg Impact type tools. No pre dnlllng of a pilot hole m wood is required. Order By - Figure number and c.P.v.c. pipe Sl:e. Paeent Pending .. Hardened hex h~ad self ehreadlng s.-reu: IS furnished wleh rh~ producr and IS ehe mInimum fas[en~ Sl~~ accep[<Ibi~ ! 0: 1:0) U L--B-~ I I A B i ~] C.P.V.C. A B C MAX. HANGER FASTENER HEX APPROX. PIPE SIZE SPACING (FT.) HEAD SIZE WTJIOO 3/4 2-5116 1-5/32 (- 3/1 6 5-1/2 5/16 9 """". 1 2-5/8 1-5/1 6 I- 3/1 6 6 5/16 9 ]-1/4 3 1-1/2 1-3/1 6 6-1/2 5/16 II " 1-1/2 3- 114 1-5/8 1-3/16 7 5116 12 2 3-11116 1-27/32 1-3/16 8 5/16 15 T!O r INCORPORATED CORONA CA. 1909)737-5599 15 FIG. 23 HANGER FOR c.P. v:c. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE Si:e &nge - 3,' 4 thru 2 I\)ch c.P.v.c. pipe. Materia/- Carbon Steel, Pre-Galvani:ed. Function - Intended to perform as a hanger/restrainer to support only c.P.V.c. piping used in automatic fire sprinkler systems. Can be Installed on the top or on the bottom of a beam. The Fig. 23 can also be Installed on the Side of a beam. The Fig. 23 can also function as a restrainer to pre\'ent the upward movement of the spnnkler head dUring activation. Approvals - Underwriters' laboratories listed In the United States (UL) and Canada (CUi) to sUPPOrt fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, l3R. and 13D. Features - Figure 23 Incorporates features which prOtect the pipe and ease installation. The flared edge deSign protects the c.P.V.c. pipe from any rough surface. It also Incorporates snap restrainers allOWing easier and faster installation. Eastly attaches to the building structure uSing the two hex head self threading screws" furnished with the product. It IS recommended that rechargeable electric drIlls fmed With a hex socket attachment be used as installation tools. No Impact tools (such as a hammer) or impact fasteners (such as dnve screws or natls) are allowed. Damage has been known to result from installations uSing impact type tools. No pre dnlllng of a pilot hole in wood is reqUired. Order By - Figure number and c.P.v.c. pipe si:e. Palent Pending .. Hardened hex head self threading screw IS furnIShed with t~ :rrodUCI and IS the minimum fa.steneT size acceptable. @c@ A ! , [81 ~I] C.P.V.C. A B C MAX. HANGER FASTENER HEX APPROX. PIPE SIZE SPACING (FT.) HEAD SIZE WT J100 3/4 3-1/8 1-9/16 1-3/16 5-1/2 5/16 9 1 3-3/8 1-11/16 1-3/16 6 5/16 9 1-1/4 4-3/16 2-3/32 1-3/16 6-1/2 5/16 11 1-1/2 4-7/16 2-7/32 1-3/16 7 5/16 12 2 4-7/8 2-7/16 1-3/16 8 5/16 15 , . T~D .r , 13 INCORPORATED CORONA. CA. (909)737 5599 FIG. 22 HANGER FOR c.P. v:c. PLASTIC PIPE SINGLE FASTENER STRAP TYPE Si:e Range - 3/4 thru 2 inch c.P.V.c. pip~. ,\laterial - Carbon St~~l. Pre-G,11vam:ed. Function - Intended to perform as a hang~r to support only C P.v.e. piping used In automatic fire sprinkler systems. The pruduct acts as a hanger when tab IS upwar,j and the fastener s.:rew is In the homontal position. Figure 22 can be installed on the top of a beam. but In thiS situation .1Cts as a gl11de to th~ pipmg which IS supported b~ the beam Itself. It IS not l11tended to support c.P.v.c. pipe trom under a Hat lwnzonral surface, such as a ceiling. For thIS type ot" l11stallation use the T oleo Figure 23. Double Fastener Saap Hanger for c.P.v.C PIPing. Figure 22, wh~n inverted, With th~ hanger tab downward, does not act as ,1 hanger. but can r'unctlon as a restrainer to pr~v~nt th~ up\\,lrd movement of th~ spnnkler head dunng activation. Approvals - UnderwrIters' Laboratones ltsted In the UnIted States (UU and Canada (CUll to suPPOrt fire spnnkler plpmg. Meets and exceeds the requirements of N.F.P.A. 13. 13R, and 130. Features - Figure 22 Incorporates features \\.hlch protect the pipe and ease installation. The Hared edge design' protects c.P.V.S. pIpe from am rough surface. It IS ~asily attached to the buildmg structure using the speCial hex head self threadmg screw'" furnished With the product. It IS recommended that rechargeable electric dnlls fitted With a hex socket attachment be used as mstallanon tools. No Impact rools (such as a hammer) or Impact fasteners (such as dnve screws or nails) are allowed. Damage has been known to result from installations uSing Impact type tools. No pre dnlling of a pIlot hole In wood is reqUired. Order Bv - Figure number and c.P.V.c. pipe SIZe. * Patent Pending h Hardened hex head self threading screw IS furnished with the product and is the mmimum fastener size acceptable. @c@ I--- C - I ' I ' I EB A 1-- 1;_, I I B ~ I ., C.P.V.C. A B C MAX. HANGER FASTENER HEX APPROX. PIPE SIZE SPACING (FT.) HEAD SIZE WT J100 3/4 2-7/16 [-5/16 1-3/16 5-[/2 5/16 9 1 2-1 [/16 [-7/16 [-3/1 6 6 5/16 9 1-1/4 3-1/1 6 1-5/8 1-3/16 6-1/2 5/16 [1 1-1/2 3-5/16 [-3/4 1-3/16 7 5/16 [2 2 3-3/4 2-1/8 1-3/1 6 8 5/16 15 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00001001 Date 10/16/03 2321 W 18TH ST 06-30-99-1-1-0210-0000- HOOD/DUCT SUPPRESSION SYSTEM o Owner Contractor SERENITY HOUSE OF CLALLAM PO BOX 4047 PORT ANGELES WA 983630997 R.T. HOOD & DUCT SERVICES INC 6100 12 AVENUE S. SEATTLE WA 98108 (206) 726-0940 Permit Additional desc Permit Fee Issue Date Expiration Date HOOD & DUCT SUPP SYSTEM HOOD/DUCT INSPECTION/TESTING 35.00 Plan Check Fee 10/16/03 Valuation 4/14/04 .00 o Qty Unit Charge Per BASE FEE .00 25.0000 ECH HOOD/DUCT INSPECTION/TESTING .00 15.0000 ECH HOOD/DUCT PLAN REVIEW Extension 35.00 .00 .00 Fee swnmary Charged Paid Credited Due ----------------- ----------'" - ---------- ---------- ---------- Permit F'ee Total 35.00 35.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 35.00 35.00 .00 .00 9 ~ '? t <:-- ~ 1 CY> -:-; Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and v:oid if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of ~ 80 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 J 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 spedfied 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. - ()AJ FILe Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T-\PLANNING\FORMS\1102.1S [4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING 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 I - YES NO FOUNDATION: - FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # - ROUGH-IN I - PLUMBING - UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING I FRAMING JOISTS 1 GIRDERS SHEAR WALL WALLS 1 ROOF 1 CEILING DRYWALL T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING MECHANICAL HEAT PUMP WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engmeenng DIVISIon) SEPARATE PERMIT #'s. WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'8 SEPA. PARKINGILIGHTlNG ESA: LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R W.I PWI CONSTRUCTION - R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T.\PLANNING\FORMS\1102.15 [4/2002] . / 10 6-~3; 4:08PM.=I-( PORT Al~G~LE5 ':'604 1 7~"'7, 1 # 2../ ~ ~ BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY Date Rt:c ID-9-6.:$ Penmt# / ~Q t' Date Approved Date Issued Fill out COMPLETEL Y and in INK. Your application and site plan MUST BE COMPLETE to be: accepted for review. If you have any questions, call (360) 417-4815 Applicant or Agent '.E ~ r iI 000 Owner: 5E~ EN Jrf f-/O()~Je Addr Z3Z.1 !AI J~TH .""1. ess: SE~v'lCGS lAJL Phone: ;z.,ot;:, 72&. orfo Phone: CIty. -PoP-I A ;J&6Lc5 Zip: 'Jp 3h3 ArchitectlEngir.eer: Contractor R t. r Hoo.D 5EF<.yl~E> Address: t~ / tJO / ZTfI S. PROJECT ADDRESS: 2 =' Z I LEGAL DESCRIPTION: Lot. CLALLAM COUNTY PARCEL NUMBER: Phone: State License #: Rn.JCt'oxo&-8'F1.pL /2/0;3 CIty: 'S'EI1ITie- 1141. vii I 'l5 iH . Phone: ZOG 72/" 07'1'1) Zip: 9 X"/ tJ g/ ZONING: Block' Subdivision: Credit Card Holder Name: BlUIng Address: Credit CardType VISA Me _ # TYPE OF WORK: [J Residential [J New Constr. 0 Re~roof '0 Multi-family 0 Addition 0 Move )it Commercial 0' Remodel CI Demolition [J RepAir [J Sign . BRIEF DESCRiPTIO~ OF THE PROJECT: ~ ;;:f" ;;cC'KI/Vy ;/000 r - - " COMMERCIALIRESIDENTIAL: Occupancy Ot-oup: City: o Stove o Garage o Deck o Other I N~7?W_L SIZENALUAll0N: SF. @ $_---'SF. = $ SF. @ $ ISF. = $ SF. @$ ISF. ,,-,,$' TOTAL VALUATION $ clfE:=-mlc..-1t. LY;1S'L?/) I'll?t?= Su/'f7i€.'f?.:55i ON E~p. Date: Occupant Load No. ofStorics:_ Lot SIze: EXlstmg Sq. Ft. & Proposed Sq. Fr Existing lo~ coverage _ % & ProPosed lot coverage _% = Total lot coverage Construction Type: = TOTAL Sq.Ft. % APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESAlWetland(s): 0 Yes 0 No SEPA ChecJr.l1st requrred? 0 Yes 0 No Other. BUILDING PERMIT APPLICATION SUBMITTAL: The Building DlVision can proV1de you Wlth information on the applicatIon and plan submittal requi~ment.s if you have questions V ALUA TIO!'" OF CONSTRUCTION: In all cases, a valuation amount mu~t lJe entered by tl:e applicaIlt. Thts figure will be reViewed and maybe reVlsed by the Building DIvision to comply with current fee schedules Contact the Pcrnut Coordinator at 417 -4815 for assistance. PLAN CHECK FEE. IF a plan check fee is due it must be subtmtted at the tune the bwldmg penrut application and construction plans are submitted. All other penmt fees arc due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: Uno penmt 15 Issued within 180 days of the date of applicatIOn. the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon WTltten request by the applicant (see Section 107.4 of the Uniform Building Code, current edition). No application can be extended more than onc~. 1 hereby certify If/Elf J have read and examined tills application and know the same to be true and correr:!. I am authonzed to apply for Ihis palmi and understend that it i$ my responsibility to determine what permits are req d ,not the City's, aM t'''Ift-must obtain such permits pnor to work. ~ t.> T:\FORMS\APPSIBUlldingpennitwpd Applicant: ~ Datc" /~ - 7 ~ 1:/ :3 PORT ANGELES FIRE DEPARTMENT HOOD & DUCT FIRE SUPPRESSION SYSTEM PLAN REVIEW PrOject Name: Serenity House Address: 2321 W 18th HID Installer: Captive Air Telephone. 425-338-5225 System Installer Rt Hood & Duck Telephone: 206-726-0940 Permit #03-03 We have checked this plan and find that it conforms to the requirements of our ordinance with the following exception: 1. The system must be connected to the building fire alarm system. Additionally: 1. A hood and duct plan or diagram in conformance with NFP A #96 shall be submitted to the Fire Department. 2. If plans have not previously been submitted to an insurance rating organization, i.e., Washington Surveying and Rating Bureau, Factory Mutual, this Department strongly recommends such submittal to seek the most favorable insurance rate from the carrier. 3. A fire suppression system diagram in conformance with UL., Inc. 4. Before final acceptance of the system, an inspection will be conducted by the Port Angeles Fire Department to ensure system comply with NFP A #96, UMC Chapter 20, UFC Article 10. This inspection will include: · Two trip tests (one balloon, one fusible link) · Gas trip test ~ Building Department Reviewed by ~cQCJ ~ \ D Fire Department Date \ Q. \ "l' 03 FP - 12 Page 1 of 1 /' SECTION IV - SYSTEM DESIGN UL EX 3470 ULC CEx747 Page 4-28 REV. 3 10-1-02 Nozzle Application Chart The following chart has been developed to assist in calculating the quantity and type of nozzle required to protect each duct, plenum, or appliance. NOTICE This chart is for general reference only. See complete details for each type of hazard. .. Hazard Duct or Transition (Single Nozzle) .. Duct or Transition (Single Nozzle) .. Duct or Transition (Dual Nozzle) Electrostatic Precipitator (At Base of Duct) .. Plenum (Horizontal Protection) .. Plenum I (Horizontal Protectron) Plenum .. (Vertical Protection) Fryer/Split Vat Fryer" .. Maximum Hazard Dimensions Length - Unlimited Perimeter - 50 in (127 em) Diameter - 16 in. (40.6 em) Length - Unlimited Perimeter - 100 In. (254 em) Diameter - 31 7/8 In. (81 em) Length - Unlimited Perimeter - 150 in. (381 em) Diameter - 48 In (122 em) Individual Cell Minimum Nozzle ~ 1 2 Length - 10 ft. (3.1 m) Length - 6 ft. (1.8 m) Width - 4 ft. (12m) Length - 4 ft. (1.2 m) Width - 4 ft (1.2 m) Maximum Size (without drip board) 151n (38 em) x 14 In. (36 em) High Proximity Medium Proximity Maximum Size (without drip board) 19 1/2 in. (49.5 em) x 19 in. (48.2 em) High Proximity Low Proximity Maximum Size (without drip board) 18 in. (45.7 em) x 18 In. (45.7 em) High Proximity .. For mulhple nozzle prolechon of single fryers, see delalled Informahon on Pages 4-12lhrough 4-14 Nozzle ~ 27 - 47 In. 20 - 27 In 21 - 34 In 13 - 16 In. 25 - 35 in. (64-89 em) Nozzle Tip Nozzle Stamping - Part No. Flow No, 430912 1100 419337 2W 419337 2W 419334 1/2N 419335 1N 430192 1100 419336 1W 419336 1W 419339 419340 230 245 419338 419342 3N 290 419338 3N SECTION IV - SYSTEM DESIGN UL EX. 3470 ULC CEx747 Page 4-30 REV. 3 10-1-02 Nozzle Application Chart (Continued) .. Minimum Nozzle Tip Maximum Hazard Nozzle Nozzle Nozzle Stamping - Hazard Dimensions QumJ1l1x ~ EarUl2._ Flow No Griddle Longest Side (High Proximity) 1 30 - 50 In. 419341 260 48 in. (122 em) (76 - 127 em) Area - 1440 sq. In. (penmeter (9290 sq. em) located) Longest Side (High Proximity) 30 - 50 in. 419342 290 30 in. (76 em) (76 - 127 em) Area - 720 sq. In. (center located) .. (4645 sq. em) Longest Side (High Proximity) 35 -40 In 419335/417332 1N/1NSS 36 In. (91 em) (89 - 102 em) Area - 1080 sq. In. (perimeter located) .. (6968 sq em) Longest Side 20 - 30 In. 419342 290 (Medium Proximity) (51 - 76 em) 48 In. (122 em) (perimeter Area - 1440 sq. In. located) .. (9290 sq. em) Longest Side (Low Proximity) 10-20 in. 419343 2120 48 in. (122 em) (25 - 51 em) Area - 1440 sq. in (perimeter (9290 sq. em) located) Chain Broiler' Longest Side - 34 in. (86 em) 2 10-26In. 419336/417333 1W/1WSS (Overhead Protection) Area - 1088 sq. in. (25 - 66 em) (7019 sq. em) Chain Broiler Length - 43 In. (109 em) 2 1 - 3 in. 419335/417332 1 N/1 NSS (Horizontal Protection) Width - 31 In. (79 em) (3 - 8 em) Gas-Radiant Char-Broiler Longest Side - 361n (91 em) 15 - 40 In. 419335/417332 1N/1NSS Area - 864 sq. in. (38 - 102 em) (5574 sq. em) Electric Char-Broiler Longest Side - 34 in. (86 em) 20 - 50 In. 419335/417332 1 N/1 NSS Area - 680 sq. in. (51 - 127 em) (4388 sq em) Lava-Rock Broiler Longest Side - 24 in. (61 em) 18 - 35 in. 419335/417332 1N/1NSS Area - 312 sq. in. (46 - 89 em) (2013 sq. em) Natural Charcoal Broiler Longest Side - 24 In. (61 em) 18 - 40 in 419335/417332 1N/1NSS Area - 288 sq. in. (46 - 102 em) (1858 sq. em) Lava-Rock or Natural Longest Side - 30 in. (76 em) 14 - 40 in. 419338 3N Charcoal Char-Broiler Area - 720 sq in. (36 - 102 em) (4645 sq. em) . MInimum chain brOiler exhaust opening - 12.n x 121n (31 em x 31 em). and nolless than 60% of Internal broiler size I SECTION IV - SYSTEM DESIGN ~ UL EX 3470 ULC CEx747 Page 4-31 7-1-98 REV 4 NOZZLE PLACEMENT REQUIREMENTS (Continued) Nozzle Application Chart (Continued) Nozzle Tip Maximum Hazard Nozzle Nozzle Nozzle Stamping - Hazard Dimensions Quanllty Heights Part No Flow No ~ Fryer/Split Vat Fryer" Maximum Size (with drip board) 21 In (53 em) X 14 in. (36 em) (Fry Pot must not exceed 15 In x 14 in. (38 em x 36 em)) High Proximity 27 - 47 in. 419339 230 Medium Proximity 20 - 27 in. 419340 245 Maximum Size (with drip board) 25 3/8 in. (64 4 em) x 19 1/2 In (49.5 em) (Fry pot Side must not exceed 19 1/2 In. (495 em) x 19 in. (48.2 em) High Proximity 21 - 34 in. 419338 3N Low Proximity 13 - 16 in. 419342 290 Maximum Size (with drip board) 18 in. (45.7 em) x 27 5/8 In (70.2 em) High ProXimity 25 - 35 in 419338 3N ~ (64-89 em) Range Longest Side 30 - 50 in 419333 1F 28 In (71 em) (76 - 127 em) Area - 336 sq In. 40 - 48 in. (2168 sq. em) (102 - 122 em) (With Backs he If) Longest Side (High Proximity) 40 - 50 in. 419340 245 28 in. (71 em) (102 - 127 em) Area - 672 sq. in. (4335 sq em) Longest Side (Medium Proximity) 30 - 40 In. 419341 260 28 In. (71 em) (76 - 102 em) Area - 672 sq In. (4335 sq em) Longest Side (Low Proximity) 2. 15 - 20 In. 419342 290 36 In. (91 em) (38 - 51 em) Area - 1008 sq. in. (6503 sq. em) I I , I I I I I I I I I I I I I I ~.. For multiple nozzle protection of smgle fryers, see detailed InformatIOn on Pages 4-12 through 4-14 1 1# ...... ~....._............":;"...t.~~.az""'''''.....;.cr.~_I';~~l.Jr.~I'=-'''W#l~<mll'_____~__~~..-.,.. ,,-_-.-.._.~___...__ _ SECTION IV - SYSTEM DESIGN .. UL EX. 3470 ULC CEx747 Page 4-34 7-1-98 REV. 4 TANK AND CARTRIDGE REQUIREMENTS Once the hazard analysis IS completed and the total nozzle flow numbers are established, the quantity and size of agent tanks and cartridges needed to supply the nozzles with the proper volumes of agent at the proper flow rates can be determined. For cartridges used in the regulated release mechamsm, flow capacities, tank quantities and sizes, and regulated release cartridge options are given in the table below. Total Quantity and Regulated Release Flow Size of Cartridge Options Numbers' Tank(s) Nitrogen Carbon Dioxide 1 - 5 (1) 1.5 Gallon LT-20-R (7032) 101-10 (15850) 6 -11 (1) 3.0 Gallon LT-30-R (5373) 101-20 (17492) 11 -16 (1) 1.5 Gallon Double (73022) 101-30 (15851) (1) 3.0 Gallon dlv 16 - 22 (2) 3.0 Gallon Double (73022) 101-30 (15851)~ .. When one or more regulated actuators are used, the following tank and cartridge combinations apply for each regulated actuator' Regulated Actuator Regulated Actuator Tank(s) Cartridge (1) 1.5 Gallon LT-20-R or 101-10 (1) 30 Gallon LT-30-R or 101-20 (1) 15 Gallon and LT-A-101-30 or 101-30" (1) 30 Gallon .. (2) 3 0 Gallon LT-A-1 01-30 or 101-30** . For exceptions to maximum flow numbers, see Distribution Piping Requirements for 1 5 gal- lon and 3 0 gallon systems In this Seclton ....~~~Ilrl au .va,~d..1. II+! OL~~II I_,,~ e. Iftlde\j~r ) For higher total flow numbers (23 to 110), multiple cartridges and regulated actuators are required as shown in the System Selection Guide in Section IX - Appendix. I I ACTUATION AND EXPELLANT GAS LINE REQUIREMENTS This section contains. the guidelines for installing the actuation and expellant gas lines between the regulated release mechanism reg- ulator, each regulated actuator regulator, and each agent tank. These limitations should be considered when selecting the com- ponent mounting locations. .. Actuation Gas Line - 6 to 8* Tanks Maximum L . 8 Tank maximum reflects the utilization of 3 tank regulated actuators. 1. Use only 1/4 in. Schedule 40 black iron, hot-dipped galva- nized, chrome-plated, or stainless steel pipe and fittings. 2. The actuation gas line piping is Installed from the regulated release mechanism to each regulated actuator connected within the system The total length of the actuation gas line from the regulated release assembly to the regulated actuator assembIY(les) must not exceed 20 ft. (6 m) when using an LT-20-R (Part No. 7032), an LT-30-R mtrogen cartridge (Part No. 5373), or a 101-10 (Part No. 15850) or a 101-20 (Part No. .. 17492) carbon dioxide cartridge See Figure 73. I REGULATED ACTUATOR ASSEMBLY EXPELLANT GAS LINES NOT INCLUDED IN ACTUATION GAS LINE LENGTH TOTALS ACTUATION GAS LINE WITH AN LT-20-R, LT-30-R, 101010 OR 101-20 CARTRIDGE MAXIMUM LENGTH OF 20 FT (6 m), MAXIMUM NO OF FITTINGS 9 "ANSUL AUTO MAN" REGULATED RELEASE ASSEMBLY I! Ii I' : I " II , , I 'I I, .. I] \ ~ 1 FIGURE 73 000775 1&'x1&' DUCT ~ fUSE LNG , . 17 HOOD '.... 1N .~ ~---~ (>>S OVEN ___ _______~__~_uuu~. __ ~ 1 ~ o 0 to- l- II)b '1)& ~ "" I~" 3 OALLON ANSUL R102 me SVSTEM ~ MANUAL. Pl.A.l. BY ~><tr 4Slt ~ FLOOR ~____u__.u____ __~ l nnnuunJ 3a* X 24'" GAS ORtODtE sa- x 24- <1AS AANOf !!_m~m_m_m_m_a_m NOTE: . AI pipe fa: bfaet ~ 40 . No fIrec elarm · SysWrrl ~ and mairtenar~ ~ posted by JMnUa1 puB . 2~A 1ecK Sack ~ portable fire e~ (54- Max above floor level) ~elong~ot~ wftni't 3(rtrtf~ dm~nce . PmAm nouJe- mwt be Joc$ted wlbin S- of end Q1 plemIn and devldng tile tengtb into s~ eqyalto or !en th$O 10' . C~tderhe$ ~d~ COfltrol heod MEctiAMCAL AUTOMAllC GAS SHUTOfF SYSTEM f'FG. Att$Ul ft1.l :$ GAtlOU CAPABLE F-'LOW 11 .ltrUAt FlOW f SmaRTY HOUSE 2321 W 18th PORT ANGaESWA 98363 INSTAllED av RaT flOOD SEAYttes un::. 6tOO ~ $, S~A TT!..' WA. 99109 PHONE (206) 126..09AO FAX <2(6) 161--2607 ..y; PREPARED 11/24/03, 12 49 27 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 11/24/03 ------------------------------------------------------------------------------------------------ ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER- 2321 W 18TH ST PRIMO CONSTRUCTION SERENITY HOUSE OF CLALLAM 06-30-99-1-1-0210-0000- 03-00000215 RES NEW MULTI 5+ FAMILY SUBDIV PHONE PHONE (360) 683-5447 ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ JLL AP JLL BUILDING SHEARWALL TIME 17 00 AP Sheet rock and shearwall nall1ng lnspectlons ~L BUILDING FINAL Randy 385-3475 -------------------- -- ------------- COMMENTS AND NOTES --------------------------____________ BLl 02 BLl 01 BI2 01 BLIS 01 BLFS 01 BLHD 01 BL3 01 BAIR 01 BAIR 02 BLI 01 BLWS 01 BL9 BL99 01 4/17/03 TG 4/15/03 AP 4/17/03 TG 4/23/03 AP 4/21/03 TG 4/21/03 AP 5/01/03 RV 5/01/03 AP 5/05/03 RV 5/06/03 AP 6/12/03 JLL 6/12/03 AP 8/05/03 JLL 8/07/03 AP 8/11/03 JLL 8/11/03 DA 8/14/03 JLL 8/14/03 AE 8/14/03 JLL 8/14/03 AE 01 8/19/03 8/19/03 8/27/03 8/27/03 11/24/03 BUILDING FOUNDATION FOOTING BUILDING FOUNDATION FOOTING lnspect footlngs and stem wall BUILDING FOUNDATION WALL BUILDING INSULATION/SLAB BUILDING FOOT /SLAB BUILDING FRAMING HOLD DOWNS BUILDING FRAMING BUILDING AIR SEAL seal arond perlmeter of bottom plate ok to lnsulate wlll verlfy alr seal upon lnsulatlon lnsp other alr seal locatlons ok Jlm BUILDING AIR SEAL thlS lnspectlon was preformed on the east half of the bUldllng and wlll be consldered a partlal lnspectlon/Jlm BUILDING INSULATION the east half of the bUlldlng was lnspected and wlll be concldered as a partlal lnsp Jlm BUILDING INSULATION WALL/FLOOR TIME 17 00 CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date oi /07/'0..:3 Received by b'f# e person I LV / K S~~,~L1J'>S.P Phone No. gaD f!i3J Permit No.' L- Sewer Excav. Other /J;; - ~./j Time 1 'l<)V ~~?--I Iv-~ location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): I Sewer Foundation Framing Chimney Plumbing Final Time~ Yl'l Inspected: Date Remarks: ~ By t5L ./ RESTORATION REQUIRED . . . . .. YES ~~:b1:J le]iL ~\~l ~~:""Q lr Q r'L z> ~ ql 4-h , NO <bftg~ ~~ SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC o Other o Repaired by City [] Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) INSPECTION NOTES: Inspected: Date ~~ Remarks: CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date i? <(! f)V /0"2 Time 7 ;'1l3 Ihil. Received by cSi'-e.ve.- @ersonl ~:::i:~ ::r::~et:u::t:~:Pi:::ee:tion D~~ l;.fta!!:~ovc8 Address of person requesting inspection Phon~ No, 8"0 ~ ~ t, / Type of Inspection (circle appropriate one): Permit No. ~ l_ Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Other ;< 1 ~ ~P1 a '(ea.- t2uU~---1 VI - .JL/ / Time--RlA-L By ~p RESTORATION REQUIRED . . . . .. YES NO 0w-'. I ~fl,"~c1 GJifU wkJ g \)Ok: ~ Q 7:> r#l~ p~t7 SURFACE RESTORATION: SURFACE TYPE: D Unimproved D Gravel D Asphalt D PCC D Other D Repaired by City D Repaired by Permittee D No Damage Found Work Order # o COMPLETE D INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) PREPARED 8/27/03, 12 04 31 CITY OF PORT ANGELES 'J-? 'd-I U-J INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 4 8/27/03 ------------------------------------------------------------------------------------------------ (360) 683-5447 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER. 2321 W 18TH ST PRIMO CONSTRUCTION SERENITY HOUSE OF CLALLAM 06-30-99-1-1-0210-0000- 03-00000215 RES NEW MULTI 5+ FAMILY SUBDIV PHONE PHONE ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 8/19/03 JLL 8/19/03 AP BL9 01 ~~ BUILDING SHEARWALL TIME 17 00 ~ Sheet rock and shearwall nalllng lnspectlons --------------------- ------------- COMMENTS AND NOTES --------------------------____________ BLI 02 4/17/03 TG 4/15/03 AP BL1 01 4/17/03 TG 4/23/03 AP BI2 01 4/21/03 TG 4/21/03 AP BLIS 01 5/01/03 RV 5/01/03 AP BLFS 01 5/05/03 RV 5/06/03 AP BLHD 01 6/12/03 JLL 6/12/03 AP BL3 01 8/05/03 JLL 8/07/03 AP BAIR 01 8/11/03 JLL 8/11/03 DA BAIR 02 8/14/03 JLL 8/14/03 AE BLI 01 8/14/03 JLL 8/14/03 AE BLWS 01 BUILDING FOUNDATION FOOTING BUILDING FOUNDATION FOOTING lnspect footlngs and stem wall BUILDING FOUNDATION WALL BUILDING INSULATION/SLAB BUILDING FOOT /SLAB BUILDING FRAMING HOLD DOWNS BUILDING FRAMING BUILDING AIR SEAL seal arond perlmeter of bottom plate ok to lnsulate wlll verlfy alr seal upon lnsulatlon lnsp other alr seal 10catlons ok Jlm BUILDING AIR SEAL thlS lnspectlon was preformed on the east half of the bUld11ng and wlll be consldered a partlal lnspectlon/Jlm BUILDING INSULATION the east half of the bUlldlng was lnspected and wlll be concldered as a partla1 lnsp Jlm BUILDING INSULATION WALL/FLOOR TIME 17 00 I~TVt sf. CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date 8-/2-03: / Time Received by Rtf' (phone, person) Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Foundation Framing Chimney 2~ tV /9'1'-1--, -~y Phone No. '11)- /1/7 Permit No. ~ Plumbing Final Sewer Excav. Other -At'/'" .$€cl.,L , ~ .2~a.Ic...,f,'o~ INSPECTION NOTE~ Inspected: Date ,"b ~ Remarks: Time--f V\ By ~{ _ ~ti- RESTORATION REQUIRED . . . . .. YES NO ~51- ~Lt; s. 1(7- lJ#Q~ or I6vdlZ"-'-rt f 6a..J--l~( -..... 4--tJ.:> ( - -;J::N.. Sf. J ( J4 - ~ SURFACE RESTORATION: SURFACE TYPE: D Unimproved D Gravel D Asphalt D PCC D Other D Repaired by City D Repaired by Permittee D No Damage Found Work Order # o COMPLETE D INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date 8-15.-63 ~ Time Received by Rv Ie '1'1 (phone, person) Location of Work to be inspected '2.3 2 I Name of person requesting inspection ''R~~ >' Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Foundation Framing Chimney Plumbing w Phone NolI/7.-/9 17 Permit No. 2. J S-, Sewer Excav. Other.J: H~~/<1-1-.i.~!d_ Final INSPECTION NOTES: ~ Inspected: Date ~ JD..3:- Remarks: Time--f 1M. By If %P RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: D Unimproved D Gravel D Asphalt D PCC D Other D Repaired by City [] Repaired by Permittee D No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) CITY OF PORT ANGELES V DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date o~-S--03 Time /0:0'2-- Received by erson) Location of Work to be inspected 9-~ I U~ / :z th ~T Name of person requesting inspection -/IJ cll~ ryf :)}"" '1111 G Address of person requesting inspection 0 Phone No. J...) I? - J 7 J i Type of Inspection (circle a opriate one): Permit No. ?-I .,- Sewer Foundation Fi: Sewer E~~ INSPECTION NOTE ~ Inspected: Date Time--p u.r. By) I Remarks: RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC o Other o Repaired by City o Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date to -to -03 v Time Received by Rv (phone, person) Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Foundation ~mr.:.g) Chimney Plumbing Final Sewer Excav. Other 5lvzo.,-r W Q\l , INSPECTION N~OTES:SiA<e.ei-\'^'3 Inspected: Date Time M Remarks: =I= ;<.3'2.. l W f< cu--t- d y \<O~""- Phone No. If /)- fer 17 Permit No. 2. IS By ~ \)\v RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC o Other o Repaired by City [] Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date if -IL:;... o? 00 /J Time Received by RV (phone, person) W I ~t L1 To{' e.. v e.r- Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Framing Chimney Plumbing 232l ? \. j (' , VI'\.. 6 Phone No.b7D 9'-13 { Permit No. Z 'S Final Sewer Excav. Other INSPECTION NOTES: ~ Inspected: Date <1-(~-o ~ Time -:s:~p",^" By ~ Remarks: fM:1MK r.o07i~ /~Ac~D----' cJ A ~...,......" ()~s ~C> ~~ ~:& S-~""4- l"'-'S/lq,-T'~. RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC o Other o Repaired by City o Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) ~TRJ:J:T ~IIPJ:RINTJ:NnJ:NT InATJ:1 Time 10.' tv JJ.fJfl Received by,g;f-~ B per~n) J-.- J-l1 ., Location of Work to be inspected (. ~ va I f:. I.I~ Name of person requesting inspection '.e..A.J--cs> L- Address of person requesting inspection Phone No{p70 - ~ 31 Type of Ie appropriate one): Permit No. 9-/ S- CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . . REQUEST: Date Ii ....../7 -0"7 . / raming Chimney Plumbing Final Sewer Excav. Other OTES: ~~ Inspected: Date l{/tj-u--" Time L: 3~}I"", By - Remarks: ~~ t>' ~-'U~ -----1~-_ 1~~"..".o'~~..rV Nt~ A~, (OS) RESTORATION REQUIRED . . . . .. YES NO ~. SURFACE RESTORATION: SURFACE TYPE: D Unimproved D Gravel D Asphalt D PCC D Other D Repaired by City [] Repaired by Permittee o No Damage Found Work Order # o COMPLETE D INCOMPLETE (Continue on reverse side if necessary) ~TRFFT ~IIPFRINTFNnFNT tn4TFI CITY OF PORT ANGELES / DEPARTMENT OF PUBLIC WORKS V' ' . . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . . REQUEST: Date LJ.....:2 t ---6.3 Time /0.' f ~- Received b erson) location of Work to be inspected ..$-" ,f i? III IaJ1 (9 (J)'Q... 25'2/ a; )8 -tic Name of person requesting inspection I V'-e V"'O ~ Address of person requesting inspection Type of . cle appropriate one): Se er ~di6on raming Chimney Plumbing Final Sewer Excav. Other Phone No. G?O -r~~) Permit No. C. IS- Inspected: Date Remarks: ~ ~rc;~vv'itiA. o'Z. .4 ~ cYV"5' o?-?. Time :J; ~c) ,#~ By -z;",'J..-,i/ b1J t+./J. L..-u4C~S ~ 45-<.- /~c./t~<a ~y ,2:'-' vvA-.!#ArlS ~ ~ ,I'-t..iJv{~ ~ jJ~_ ~~ /a~ A/Z.i~~. ~ r. ;;~ h~-v'"-S CJi- k A/ ~ ~ RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved 0 Gravel 0 Asphalt 0 PCC o Other o Repaired by City [] Repaired by Permittee D No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) ~TRFFT ~IIPFRINTFNnFNT 1n4TFI CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . . REQUEST: Date J-/-9-i-O 3 /1 Time I .r "3 () I ~3&- Received by Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of .!!!spection-{.ci~le appropriate one): Sewer""" ~oundati~ni jaming Chimney Plumbing -S1e#1Wqy-f1g' IN PECTIO _ ;NOTES: Inspected: Date .L/- ~Y'-~ Time Remarks: Phone No.161-/~<::;3 Permit No. ~/~ Final Sewer Excav. Other By Rt) OK RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: D Unimproved 0 Gravel 0 Asphalt 0 PCC D Other D Repaired by City o Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) ~TR~~T ~IIP~RINT~Nn~NT 'n4T~1 CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date !l-I-~ 3 ij Time Received by RV (phone, person) Location of Work to be inspected 2:5' <: I W Name of person requesting inspection ~ \Ie..... Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Foundation Framing Chimney ~ Final INSPECTION NOTES: 'S; t~~ Inspected: Date 5-/- a;:, Time Remarks: /B-I-h Cleo... VQ" lr ~ L<.- 5 Phone No. e6l Ol6l Permit No. '"2.., I S- Sewer Excav. Other <J~6 :lh~u'/C{;jt'ot( By RL) ()K RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: D Unimproved D Gravel D Asphalt D PCC D Other D Repaired by City [] Repaired by Permittee o No Damage Found Work Order # o COMPLETE D INCOMPLETE (Continue on reverse side if necessary) ~TRFFT ~IIPFRINTFNnFNT InA TEl CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . . REQUEST: Dat&-~-{S- ,.. 03 'I J Time Received by J)V (phone, person) Location of Work to be inspected ZSZ ( ill /e Y-Vt Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): Phone No. Permit No. 21 s;- Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Other 5tab INSPECTION NOTES: Inspected: Date S- - 6-03 Remarks: Time By RV RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved 0 Gravel 0 Asphalt 0 PCC o Other o Repaired by City D Repaired by Permittee D No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) ~TRI=I=T ~IIPI=RINTI=NnI=NT ln4 TI=\ 12-19-02; 1:37PM,CITY PORT ANGELES ,3604174711 .,. 1/ ~ ~"...~ ~~ ~~ BUILDING PERMIT - APPLICATION FOR OfFICIAL U$ONLY- DaleRec r2-~6-0> Permit #' - Dale ApproveQ: Date Is~ued- rite Buildmg Permit Applicarion must be filled out completely. Pkase type or print in ink. U you bave any questions, please call 417-4815 IIT~ Applicant or Agent: Kenneth Hays Arehi teet. ine. Phone:(360) 683-5877 Phone:(3nO) L..')? 7224 Zip:2..8362 Phone:(160) 6R1-,)R17 Phone: Owner:-Rer:.eni ty ROlli'll" of r.1 A 11 Am r.01lnf"y Address: P . O. Box 4047 City: Poet Angeles ArchitectlEngineer:Kenneth Hays Arehi teet, ine. Contractor license #: Exp: Address: City: Zip: WNING: RMD PROJECT ADDRESS: 2321 West 18TH ST LEGAL DESCRIPTION: Lot: 102 Block' _ Subdivision: CLALLAM COUNTY PARCEL NUMBER: On 109911 O? ?O Credit Card Holder Name: Billiog Address: City: Credit Card #: Exp. Date: VISA MC TYPE OF WORK: o ReSldential KNew Constr. o Multi-.fumily 0 Addition o Commercial 0 Remodel o Repair ORe-roof o Move o Demolition o Sign o Wood-stove o Garage o Deck o SIZE/V ALUATION: Q,n')? SF.@$ 65.0()lSF.=.$~738.00 SF.@$ ISF.=$ SF.@$ /SF. =f6?, 71R,OO TOTAL V ALUA nON $ BRIEF DESCRIPTION OF THE PROJECT: 9,652 S.F. New adult shelter for Serenity House of Clallam County. COMMERCIALlRESIDENTIAL: Occupancy Group: R-1 .I It Occupant Load; ')L.. Construction Type: v-N No. of Stories: --L Lot Size: 4.30 A % Lot Coverage: 19.8 % Existing Lot Coverage: 0 Isq. ft. + Proposed Lot Coverage: 17, 109 Isq. ft. = TOTAL LOT COVERAGE: 37 109 Isq. ft. PLANNING USE ONLY: APPROVALS: PLAN Notes: BLDG. DPW FIRE ESNWetland(s): 0 Yes 0 No SEPA Checldist reqUlred" 0 Yes 0 No Other: OTHER BUILDING PERMIT APPLlCA TION SUBMITTAL: Your application Ilnd site pJo.n must be filled OIlt c8mpletely to be accepted fDr review. The Buildmg DiVIsion can proVlde you with more detailed information on the application and plan subnnttal requirements. Your oompleted applicanon, site plan (for additIOns) and budding construction plans are to be submitted to the Bwlding DlVlsion. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will he reviewed and maybe revised by the Building Division to comply with current fee schedules. Contact the Pennit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: Your plan check fee is due at the time the building pennit application and construction plans are subnntted. An other permit fees are due at the tlme of pemut Issuance EXPIRATION OF PLAN REVIEW: Ifno permit is issued within 180 days oflbe date ofapplicanon, this application will expire. The Building Officml can extend the time for actIOn by the applicant up to 180 days upon written request by the applicant (see Section 107.4 of the Uniform Building Code, current edition). No application can be extended more than once. J h~eby certify that J have read and examined thIS application and know the same w be true and correct, and I am authorized 10 apply for this permit. f understand It is not the City;v legal ,.e.spon.sibtlity to determine what permits are required: it remains the applicant's responsibility to determine what permils are required and to obtain such. Apph",," ~--..? 7--;7 T;\FORMSWPS\Bulldlngpermlt Date: 12,/2cf2 ,.,,:':-:7)' or; ~ORTANGELES WAS H I N G TON, U. S. A. ...-:{'. . f , , ,:l. l'i' > '. ,,f; CITY OF , . , , .tj '::. " ~ . '", ~ , , . , , , ,", ','/,>;f.::~tl - ~', . " {ll . ',' ':~', ': ~: '~: ~:. "~; J ", ',. ",fl'''',?) '.' , , " : ..~' '. ~. ,': , ' ~ A ~. . r,". . ,,-, '," , ' ~ , , CITY MANAGER'S OFFICE March 3, 2003 " ,..H.: Kathy Wahto, Executive Director Serenity House of Clallam County P,O, Box 4047 Port Angeles, W A 98362 RE: Construction permit discounts 2321 West 18th Street - Serenity House Dear Ms. Wahto: As you know, I am interested in promoting community and economic development in Port Angeles and w~lcome your new shelter project. We will shortly be proposing changes in our development standards that are intended to reduce certain development costs. If amendment to development standards results in reductions in the requirements that your d~yelopment is now held to, you will be notified of those changes depending on the stage of your construction. You have asked for assistance in the cost of development permits from the City. In accordanqe with the intent of Section 3.70.900 of the Port Angeles Municipal Code and our pro development philosophy, our mutual discussion on February 26, 2003 yields the following agreement on SaId permits: Public Works and Utility costs: Construction and connection charges will be applied but the City will absorb through waiver miscellaneous, fees such as: Right-of- Way excavation fee ($45); driveway development ($145); sanitary sewer hookup ($95); and sewer cap with meter removal ($260). The initial Public Works and Utilities fee currently required to proceed is the water " , . 321 EAST FI FTH STREET · POBOX 1 150 · PORT ANGELES. WA 98362-02,17 .' PHON E 360-417-4500. FAX 360-417-4509. TTY 360-417-4645 E-MAIL CITYMGR@CIPORT-ANGELESWA.US .. ... service connection of$2,320. Remaining fees (miscellaneous development costs) will be billed at time of occupancy. Since electrical service extension cost covers material, labor, and equipment for electrical work, these fees and costs are fully applicable at cost. To help save up front electrical costs, you may only pay the estimated electrical cost of $17,131.79 without contingency to initiate the work order. You will be responsible for said construction costs exceeding $17,131.79 and will be billed accordingly. Hopefully our construction will be efficient withollt the need for the full contingency amount. The electric permit fee of $700 will be waived. ' Building Permit and Inspection costs Since we have incurred the $2173 plan check fee, we cannot reduce or eliminate this fee. , , With regard to building inspection, an up front deposit of $2,000 will be required initially to cover building permit inspections. You will then be billed on a monthly basis thereafter at the $47/hour inspection charge. This may save you some expense if our inspection costs are less than expected. The maximum building permit charge will not exceed $5,000. This will save you some $433 from the initial valuation estimate. In summary, total up front Public Works and Utilities Department and Building Division plan check and up front permit fees in the amount of $23,624.79 ($6,493 & $17,131.79) is required to begin your project with subsequent billings as previously described. I trust that the above adjustments will aid development of the shelter project which will serve the community and assist those in greatest need. While I recognize your desire'to,decrease costs to a nonprofit agency, I must also balance this desire with the policies and trust of public funds. Please have your engineer or architect contact the City's Department of Community Development within the next 30-60 days to be updated on the status 'of any development changes that may affect your development. Sincerely, ~~ Michael Quinn City Manager cc: v'DCD PWU G \EXCHANGE\CITYMGR\Seremtyhouse wpd \.~n. I /0 .'-'> _. ~ _J I ~~ ~ -l~ J.~~LLa...C'1- JQ1_-t:~ ~...-LA- /\--V / 1..-/1 ~'""D-d-I( '-"tf ' ( :t ~K T) t- , l:r. SERENITY HOUSE OF CLALLAM COUNTY NEW ADULT SHELTER SECTION 00220 GEOTECHNICAL DATA GEOTECHNICAL REPORT For Proposed Adult Shelter To be located at 2321 West 18th Street Port Angeles, Washington Prepared for SERENITY HOUSE OF CLALLAM COUNTY Prepared by NORTHWESTERN TERRITORIES, INC. 717 S. Peabody Street Port Angeles, Washington 98362 Phone 360-452-8491 Fax 360-452-8498 e-mail: nti4u.com web: www.nti4u.com October 31, 2002 GEOTECHNICAL DATA 00220-1 ~ SERENITY HOUSE OF CLALLAM COUNTY NEW ADULT SHELTER SECTION 00220 GEOTECHNICAL DATA GEOTECHNICAL REPORT FOR PROPOSED ADULT SHELTER 1.0 Introduction During October of 2002, Northwestern Territories, Inc. (NTI) conducted a geotechnical investigation at the site of the proposed Serenity House Adult Shelter located at 2321 West 18th Street in Port Angeles. The investigation consisted of office research and a subsurface visual observation of three test-pits within the building footprint. The locations of the test pits were selected and marked in the field buy our client. The purpose of this investigation was to confirm soil type and provide soil-bearing values based on the Uniform Building Code (UBC) and to determine if fill material was present in the area of the proposed building. It is our understanding that development plans include the construction of a single story slab on grade structure of less than 10,000 square feet. 2.0 Site Description The subject property is located within the Port Angeles city limits and is approximately 4.31 acres in size. It is bounded on the north by undeveloped land, on the south by 18th Street, on the east by an apartment complex and on the west by a single-family residence. The property is slightly sloping and vegetated mostly with grass and weeds, with a few trees, except that the area around the building site has recently been stripped of vegetation. There are currently no buildings on the property, but there were buildings on the site prior to 1999. Thus, there may be old underground utilities or septic tanks on site. 3.0 Regional/Site Geology The Site is located on the crest of a low hill that slopes down towards the north and down towards the south. Surface soils at the site are primarily units of Clallam gravelly sandy loam as mapped by the USDA Soil Survey of Clallam County Area, Washington (SCS). The Clallam soil is described by SCS as moderately deep and moderately well drained. It formed in compact glacial till. Permeability of this soil is moderate down to a depth of 20 to 40 inches where compact till is present, and is very slow through the till. Runoff is medium and the hazard of water erosion is slight. The GEOTECHNICAL DATA 00220-2 SERENITY HOUSE OF CLALLAM COUNTY NEW ADUL T SHELTER SECTION 00220 GEOTECHNICAL DATA Survey further states that water is perched above the compact till from January through April. The Survey classifies this soil as SM down to 10 inches and as GM or GP-GM to 28 inches based on the Unified Soil Classification System. The Survey further classifies this soil as having moderate corrosivity to concrete and uncoated steel and low frost-action potential. Permeability of this soil is stated at 0.6-2.0 inches per hour. A seasonal perched water table is reported to be at a depth of 1.5 to 3 feet from January to April. The US Geological Survey also mapped the soils at the Site and has characterized them as Glacial Deposits (Qc) derived from the continental ice sheet. These soils include moraine and stratified deposits of sand, gravel, silt and clay, which are characterized by rock clasts foreign to the Olympic Peninsula. Information from the three test-pits excavated at the site to a maximum depth of 10 feet generally concurs with the above soil descriptions (Please see attached soil logs). In general, the soils were found to be silty gravel or sandy gravel (GM- GP) with cobbles. A layer of mottled silt (ML) was found in TP-1 from 6 to 9 feet below grade and in TP-3 from 5.5 to 10 feet below grade. The silt layer in TP-3 may end near 10 feet and change to a silty sand with gravel (SM-GM), but the backhoe could not go deeper to confirm this. In TP-3, the upper 2 feet was composed of silty sand with gravel (SM). No fill material was encountered in the test pits. 4.0 Site Investigation On October 28, 2002, Bill Payton, L.E.G. with NTI met on site with a representative of RJ Services who provided backhoe services. Three test-pits were excavated to a maximum depth of 10 feet using a John Deere 310SE rubber tired backhoe. The test pits were excavated at the locations marked in the field by our client. The soils were classified in the field and soil logs were constructed. No soil samples were taken for laboratory analysis. Please see the attached site plan for approximate test-pit locations, and the attached soil logs. The test pits were sloughing in during the excavation. The upper soils were dry and the lower soils were damp. No groundwater was encountered, however the silt soils were mottled which may indicate the presence of a perched water table during the wet season. Upon completion of the test-pit observations, all test-pits were backfilled with the excavated material and were somewhat compacted with the backhoe bucket. 5.0 Conclusions and Recommendations GEOTECHNICAL DATA 00220-3 SERENITY HOUSE OF CLALLAM COUNTY NEW ADULT SHELTER SECTION 00220 GEOTECHNICAL DATA The proposed construction appears feasible from a geotechnical perspective. However, the presence of the silt layer must be taken into consideration with respect to establishing the allowable foundation pressure. There are three main classes of soil at the site, with different allowable foundation pressures based on Table 18-I-A of the Uniform Building Code (UBC). The upper -2 feet of material is a silty sand (SM) or a silty gravel (GM) with an allowable foundation pressure of 1500psf. The sandy gravel (GP) material below -2 feet has an allowable foundation pressure of 2000 psf. The silt (ML) has an allowable foundation pressure of 1000psf. "These values may be increased per footnotes 2 or 7 of the table. Note that for the silt, no increase for width is allowed. The lateral bearing pressure for the various soil classes can also be calculated from Table 18-1-A. These values may be increased for wind and seismic loads per the UBC. If the bottom of the footings will be close to or within the silt layer, it may be advisable to over-excavate and remove the silt layer and replace it with the on site gravel material. If this is done, the backfill should be placed in - 8 inch lifts with each lift compacted with a mechanical compactor such as a hoepack. The site soils are subject to caving in, thus care must be taken with open trenches. All codes/rules should be followed with respect to trenches/excavations. The City for any material that is disturbed or fill that is placed may require compaction testing. Adequate compaction cannot usually be achieved with a backhoe bucket, thus the material in test pit areas should be over-excavated a few feet and replaced in compacted lifts as described above. The Soil Survey mentions the presence of a perched water table, thus it may be beneficial to consider installing footing drains. Any such drains should not be interconnected with the roof downspout collection system. The City of Port Angeles Engineering Division will require a comprehensive site drainage plan. It is believed that the material encountered in the test-pits is representative of the area. However, soil and geologic conditions can vary significantly between test- pits. If conditions are found to be different than those described in this report, this office should be notified so that we can review the situation and make changes to our report if necessary. 6.0 Limitations This report is based on a visual inspection of the existing site conditions. No scientific measurements, tests or calculations were performed. The findings and GEOTECHNICAL DATA 00220-4 SERENITY HOUSE OF CLALLAM COUNTY NEW ADULT SHELTER SECTION 00220 GEOTECHNICAL DATA report are limited to the normal standard of care of the industry for an investigation without benefit of scientific data and calculations. The sole objective of this investigation has been to diagnose the geotechnical conditions at the site. The report has been prepared for the exclusive use of our client in conjunction with the above-mentioned project. It may be used by others only with expressed written permission of the Engineer. The observations, interpretations, and conclusions herein are based on generally accepted professional engineering and geologic principles and practice. This warranty is in lieu of all others, either expressed or implied. Sincerely, NORTHWESTERN TERRITORIES, INC. Robert A. Leach, P.E., MBA Principal Engineer EXPIRES 12/30/2002 Bill Payton, L.E.G. Engineering Geologist 'Mlliam C. Payton Jr. Expires 11-06-03 G:\Gen\Bill\Reports\SERH0201.geotech.Serenity House.PA T doc GEOTECHNICAL DATA 00220-5 k:'~~ Kenneth Hays Architect, inc. . architecture planning . Voice:360.683.5877 I Fax:360.683.5904 TRANSMITTAL c PROJECT: sel<. {E"A./11 l' 1-t6)""fS/;; PROJECT #: (!) ( :1 35 /-Ic. C- BfA /1.- O/JVlj- D/;::P T DATE: 12/7.Dlo<- I ' PHONE: 4f 1- ~ L-jf)/~ TO: C-/ T ~ tOl:: !/):;)K7 AJ/{j..!;l/:;:.s , FAX#: ATTENTION: _Enclosed ~nal will be Sent _ Per Your Request K;:r Your Approval _ For Your Information & Record ~ Your Review & Comments _ Under Separate Cover _ Other; Date Copies Pages Description 3 G Z- 3 13 REMARKS: cc: BY:~/~ 'j I I I I Ii : I~ ! I! I I 0 ~ I 0 Ii I I ~~ I 0 I~ I, ~ :11 I I I 'L Ll II : ~I l ~I --------1 ~ I I i I I 1-11 I J:-~ \1\ \ \ \'''- '\ \ II' 1\1 \11 l.lL \ ( \ _J\ \ L\ l \ 1 I 5'1' - 2'>/- li<I'-O' &3' - 0'./- DRAHING X-REF - SEE SITE 5l.RIIEY DAAHlN6 FoR COIVIT1OI6 oaJDll6 VER1lGN HORlZOllTAL GOI<1RDL, EXI5T1H6 I LOGM10H5, NJ-.lIoGfNr 5l""f't(;1U" I - =~lWB<5EP1 I AlL sm; DEVEl-DPMEKr l-C'RK ItU 1 6AADl_ P"V1~lRIP1N6, 5n, ! SERVIGE. 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It ~ Q " ~ V\ (;- V\ ~- \../" - \13 {Q - t"- \/\ V , f4 . - G 5' -~ \P - " r' ~~ '0- ..-- -----------.-- -------- -- --------- -- .----- .------ ----- ---- ~ I I ~~\ 0203 SERENITY HOUSE Type fA 24-hr Rainfal/=2.00" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Page 2 HydroCAOO 6 00 sin 000000 @ 1986-2001 Applied Microcomputer Systems 12/4/2002 Subcatchment 1S: 2 yr pre development Runoff 0.04 cfs @ 17.98 hrs, Volume= 0.030 af = Runoff by SBUH method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type IA 24-hr Rainfall=2.00" Area (ac) 2.100 CN Description 70 Woods, Good, HSG C T c Length (min) (feet) 30.0 Slope Velocity Capacity Description (ftlft) (ftlsec) (cfs) Direct Entry, Subcatchment 1S: 2 yr pre development Hydrograph Plot 004 0038 0036 0.034 0.032 003 0028 0026 i 0 024 ~ 0 022 . 002 ~ 0018 0016 0.014 0012 001 0008 0006 0004 0002 o 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) 1- RunOff~ 7A\ 0203 SERENITY HOUSE Type fA 24-hr Rainfal/=3.00" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Page 6 HydroCAOO 6.00 sin 000000 @ 1986-2001 Applied Microcomputer Systems 12/4/2002 Subcatchment 1S: 25 yr post development Runoff = 1.11 cfs @ 7.99 hrs, Volume= 0.322 af Runoff by SBUH method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type IA 24-hr Rainfall=3.00" Area (ac) 1.150 0.950 2.100 CN Description 98 Roofs, driveway, etc 85 Landscaping 92 Weighted Average T c Length (min) (feet) 10.0 Slope Velocity Capacity Description (ftIft) (ftIsec) (cfs) Direct Entry, Subcatchment 1 S: 25 yr post development Hydrograph Plot i ~ ii: 1- Runoff~ o 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ') ;\\ 0203 SERENITY HOUSE Type fA 24-hr Rainfal/=4.50" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Page 2 HydroCAO@6.00 sIn 000000 @ 1986-2001 Applied Microcomputer Systems 12/4/2002 Subcatchment 1S: 100 yr post development Runoff = 1.86 cfs @ 7.98 hrs, Volume= 0.530 af Runoff by SBUH method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type IA 24-hr Rainfall=4.50" Area (ac) 0.950 1.150 2.100 CN Description 85 Landscape 98 roofs, driveways, etc 92 Weighted Average T c Length (min) (feet) 10.0 Slope Velocity Capacity Description (ftlft) (ftlsec) (cfs) Direct Entry, Subcatchment 1S: 100 yr post development Hydrograph Plot 2 1- Runoff~ :i ~ ~ 1 ii: o 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) /0/11 0203 SERENITY HOUSE Type fA 24-hr Rainfal/=4. 50" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Page 3 HydroCAOO 6.00 sIn 000000 @ 1986-2001 Applied Microcomputer Systems 12/4/2002 Runoff Subcatchment 2S: 100 yr pre development = 0.46 cfs @ 8.14 hrs, Volume= 0.238 af Runoff by SBUH method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type IA 24-hr Rainfall=4.50" Area (ac) 2.100 CN Description 70 Woods, Good, HSG C T c Length (min) (feet) 30.0 Slope Velocity Capacity Description (ftlft) (ftlsec) (cfs) Direct Entry, Subcatchment 2S: 100 yr pre development Hydrograph Plot 05 045 04 035 i 03 ~ 025 ii: 02 015 01 005 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) 1- RunOff~ .. . ~ \- 101 0203 SERENITY HOUS,: Type fA 24-hr Rainfal/=4.50" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Page 1 HydroCAO@6.00 sIn 000000 @ 1986-2001 Applied Microcomputer Systems 12/4/2002 Pond 1P: (new node) Hydrograph Plot 2 ~ ~ 1 i!: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) JRN-2-2003 14:24 FROM:ROBISON ENGINEERING 2063643363 TO: 13604174542 P:2/6 Washington State Energy Code~ 2001 Edition, Prescriptive Worksheet Zone 1 Semnftv House New Adult Shelter Port Anaeles. WA Conditioned Roor Area I Glazing Area Feee Vertical Glazing 533.5 Overhead GI~ng 56.0 Door 147.0 602.7.2 Exception, Area X 3 Glazing Area Total 736.5 96521 Area Weighted U-Factor 0.37 0.58 0.26 Gla~n9 To Floor Area Ratio/ 1.6%/ Glazing AI'QQ Total 1 COnoilioneO Floor Ne<l 602.7.2 Exception Ratiorl EKr.!.7.:Z Gl3:zlng Are9 Tota11Cond~ Area. not 10 exClled 1% Setect One Optlol/ Table 6.1 PRESCRIPTIVE REQUIREMENTS 0.1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 c:::J c:J CJ 0187.;1\g GlaziIm V-Factor Door Wall Wall Wall Slab4 Option Arc..., I 0 u- C.cilini Vaulted Ahov\; Int4 E}(t4 Floor' On % of Floor Vertical Ovcrhcadll factor Ceiling' Grade Below Below Grade Grade Gnidc I 12% 0.35 0.58 0.20 R-38 R-30 R-15 R-15 R-I0 R-30 R.10 U- 15% 0.40 0.58 0.20 R-38 R-30 R.-21 R-21 R-I0 R.30 R.1O nt Unlimitod Group R.3 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-I0 R-30 R.1O Occupancy Only See code text for footnote references Exterior Doors Plan Component Door Percent Width Height Glazing Door 1/lCII Inch Door 10 Descriotion Ref. U Glazed at. Feet Feet Area Area VA U A =UXA 0-1 STANELY STN.K-001 NFRC 0.140 3 3 6 7 73.5 10.3 ()'2 STANELY STN-K-001 NFRC 0.350 62% 7 3 7 147.0 147.0 51.5 [).1 One Exemot Door. If 24 Sauare Feet or Less. 1 6 8 3 .. :2e;O Sum of Area and VA (do not include exempt door) I 147.01 220.51 61.71 Area Weighted V.. UA/Area . 0.Z6, Copyright 2002 WSUCc!:P 02-054 Copied by penniS$ion from Washington State Univel'$ity Cooperative Extension Energy Program. (see copyright restrictions) 1/2103 1 of 2 JAN-2-2003 14:25 FROM:ROBISON ENGINEERING 2063643363 TO: 13604174542 Washington State Energy Code: 2001 Edition, Prescriptive Worksheet Zone 1 Sum of Area and UA I 533.5 199.23 Area Weighted U = UA/Area 0.37 Width Height at. Feet InCII Feet IIlCII Area UA A =UXA 14 2 2 56.0 32.5 Vertical Glazing (Windows, Doors usjng ExceptIon 602.6 #1) Plan Component Glazing D 0 I escnption Ref. U U A PICTURE NFRC 0.380 B AWNING NFRC 0.360 CIF SINGLE HUNG/PICTURE NFRC 0.310 D PICTURE NFRC 0.380 E SINGLE HUNG NFRC 0.410 H/J PICTURE NFRC 0.380 I PICTURE NFRC 0.380 K CASEMENT NFRC 0.360 l AWNING NFRC 0.360 MIR CASeMENT NFRC 0.360 N SUDER NFRC 0.400 0 CASEMENT NFRC 0.360 P SLIDER NFRC 0.400 Q CASEMENT NFRC 0.360 Overhead Glazing Plan Component o D Glazing Rf U I escnption e. U S-1 SKYLIGHT WSE:C 0.580 Section 602.7.2 Exception Plan Component ~ Qe,oripOOn Ref. Width Height Qt. Feet Indt Feet IncII 2 2 6 9 2 1 6 17 3 5 2 2 << 5 1 2 5 3 1 6 5 3 1 6 5 2 2 6 4 2 3 e 1 e 3 3 4 2 4 4 1 3 3 1 6 4 2 2 4 Sum of Area and UA Area Weighted U = UA/Area Width Height EEEEB I Sum of Area and Area X3 I Copyright 2002 WSUCEEP 02-054 COpied by permission from Washington State University Cooperative Extension Energy Program. (see oopyright restrletions) P:3/6 Glazing Area UA A =UXA 24.0 9.12 27.0 9.72 255.0 94.35 25.0 9.50 10.0 4.10 22.S a.55 22.5 8.55 200 7.20 10.5 3.78 36.0 12.96 32.0 12.80 9.0 3.24 24.0 9.60 16.0 5.76 I 5601 3L51 0.58 Area Area X3 1/2/03 2 of 2 JAN-2-2003 14:25 FROM:ROBISON ENGINEERING 2063643363 TO: 13604174542 P:4/6 M~GhanicaJ SUmlllary_____ _ MECH-SUM 1997 Washington State Nonresidential Enl:lrgy Code Compliance Form 1991 W.~hlnplon Sin'" Nann"lcl_l En8'9)' COde Compli;lnC'l ~()I'II$ I'Lo,;l &jlnon-June.l996 Project Info Project Address SZIlENXTY HCl1llB JfflW ADULt SDJU.TEa Oew 1!2!oa PoaT AlIlU:LBs. _ For Building Depl. Use Applicant Name: III&rk Robi.._. :&I.E. Applicant Address: 20300 Hnr AVB ~. S301lll:LINB . !fA 98155 Applicant Phone: 206.351J.3::l43 Project Description I Electric wall heaters and exhaust system in dormitories. Forced air Briefly describe mechanical system electric heat with ventilation in common areas. See mechanical type ana featufCS. I <::,.t,,~rlIIIQ<:: on nl~n~ Compliance Option @Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualll1callOfls. Use separate MECH-SUM for $Imple & complex systems.) Equipment Schedules The following infOlTT1ation is required 1.0 be Inoorporaled wiEh the mechanical equipment schedules on the , plans. For projects without plans. fill in the required information below. Coolin2 Equipment Schedule Equip. Capac' OSA CFM SEER 10 Brand Nama' Model No.' Btulh Total CFM or Eeono? or EER IPLV' LocatIOn Heatine: EquiDment Schedule Equip. Cepa<:ity2 OSA cfm 10 Brand Name' Model No. ' Btultl Total CFM or Eoono? Input Btuh Output 6tuh Efftciencv. Fan EauiDment Schedule Equip 10 Brand Name 1 Model No.' CFM sp' HPIBHP Flow ControlS Location of Service 'If {IvaI/Able. 2 As tested according to Table 14.1.14.2 or 14.3 3 If required. ~ COP. HSPF. Combustion Efficiency. or ArUE. as aJ)plle3blc_ JAN-2-2003 14:25 FROM:ROBISON ENGINEERING 2063643363 TO: 13604174542 P:5/6 Lighting Summary LTG-SUM 2001 Washington State Nonresidential Energy Code Compliance Form ~1 WMhi_ STIIl~ -1OIln1le' Ene1llY Code Co""'*""<< Form. Rvvioed J_ 2C02 . I(JM Project Info Project Address Sftl~ BOlIBE IlE9I' AIlOLT SJD',LTl;ll Date 1/2/03 For Building Department Use PORT AJIGKJoZS. WA Applicant Name: IlOD%9C1r 1lIiIOnmER.%NC. %IIl'C Applicant Address: 20300 19m AVE NB. BJlDRJa.:tNll. WA SlBlSS Applicant Phone: 206-'!64.-33H Project Description o New Building U Addition o Alteration o Plans Indudecl Refer to WSEC SectIon 1513 for controls and commissioning requirements. Compliance Option o PrescrfpU\19 @ lighting Power AlIOwaI'lCQ o Systems Analysis Alteration Exceptions (c;hIlCk Approprlate bOX) o No changes are being made to the lighting o Maximum Allowed Lidltin~ Watta~e (Interior) lOC$ltlon Allowed (floorh'oom no ) Occupancy Description WaItS Der tr .. Area In ft! Allowed x Area OI'I'ICllS 1,20 905.0 1096.0 ItITCHIl!f tBXlRlnl SllS.O 1 DININGI CAFBTI!ll.IA 1.50 887.0 1330.5 $~PIm; ll.<XlllS 1.50 4900.0 '7350.0 1 1 ASS1:<'I2'-Y $PAC1,;S 1.00 2032.0 2032.0 1 ~ lUUU.S 0.50 355.0 177.5 .. From Tabla 15-1 (over) -document all axcepbonsol'l fo1m LTG-LPA Total Allowed Watts 11975.0 Notes' p dLigh' w default tabla in I/'Ia NRi:C TacI'lnieal RQfal'9nC9 Manual may also be used 2 Include em "9h!$ unle$$ less than S wal1S per fixflJre. (Interl ) IO'Pose ting attage or l.OCAtIon Number of Walts! WallS (floor/room no.) Fixture Description Fixtures Fllllure Proposed 1 A - POOD lIRSPAAA.TXQJf AAJIA- ~T 34.0 IS-l'X'" RBCTROnBR. (:II 3211 T8 20 68.0 1360.0 1 C- UC DOlIX LI<m1', :16119 TT'1' 69 28.0 1.932.0 1 D- 4' lIIM.~DfM;H PJoVQP" 0,) ~~Df TIl 4 34.0 Ull.O 1 F- 8' tIl!lEAR OIlt/nmn pSlll)l\NT, (41 3ZtITS 9 130.0 1170.0 I G- 1 'X... stnl.F IITI) WUP. nwr8 32 34.0 1088.0 lB. WAI.L IITI) Vl\ltXTY LT. tll 17W1'S 10 20.0 200.0 IIt- SImP XDl R01l\llD en. F'ln'Jl:. III 32W TIlT 22 34.0 748.D 1 r.. OPD cn.:I:_ DOlQr '-T. 1311I' T1' 3 15.0 45.0 1 101- IIIl\LJo lS'J:2) IIOIIJI LIGHr, (ll 3211 T8 2 34.0 68.0 1.- DECOllA1'XVB SCOBCB, 13" n 32 15.0 480.0 11>- mcr.oSEIl REa BCOIrCE. 1.3. TT 48 15.0 720.0 1 R- ... .2.Ll\XP l'IotlOR a=p, (2) 3211I' T8 3 68.0 204.0 Total Proposed WaItS may not exceed Total Allowed Watts for Interior Total Proposed Watts 8151. 0 JAN-2-2003 14:26 FROM:ROBISON ENGINEERING 2063643363 TO: 13604174542 P:6/6 ffjJ 2001 Washington State NonresIdential Energy Code Compliance Form Maximum Allowed Lighting Wattaste (Exterior) Allowed Walls Are8 ",1\" Allowed Watts 1.oCt\1I0l' ~$Ol'lption par ~ or per If (or If for perilTleter) x ~ (or X If) Covered Parldng 0.2 Wl~ (standard paint) COw.l1'1Jd PSrkr"g 0.3 wm2 (reflectIve paint) Open Pl;Irklng PAllXmc AIlBll. O.2W~ 17000.0 3400.0 OUtdoor Areas POJ!CBl>S .. PATlOS o.2wfff 400.0 80.0 81dll. (by facade) 0.25 Wlft'- 8Id!!. (by pcrlm) ItF.SIPIlP'rIAI. sar.ma. 7.5 WIIf 595.0 4462.5 Note. for buHdlng eXl9r1or. ehoose either tt1e facade area Or the perimeter method. but 001 both) Total Allowed WlItts 7942.5 Proposed Lighting Wattage (Exterior) the default table In the NREC Technlcsl Refereoce Manual may also be useo. Number of Wattsl Watts l.ocatlon Fixture Description FiXlures Fixture Proposed ~D1"1r1l &8 BOLLlIRDS. so. I'IB 4 60.0 240.0 l'1\llItIIfl) &1' AREA LlGar, 16' pOLE, 150w MH 3 1.7$.0 525.0 POllc;Rftll S -UCESSl!D FLllOlmSc:Eln', (2) 26. en. 7 52.0 364.0 1'I0llRtltl llaaRlI T - PLllCUllECBlll'r WALLPAOI: (1) 2611 en. 3 26.0 78.0 Tola. PropoSed Watts may not exceed Total Allowe<l Watts for exterior Total Proposed WallS 1207.Q JAN-2-2003 14:24 FRQM:ROBISON ENGINEERING 2063643363 TO: 13604174542 P:V6 ROBISON ENGINEERING, INC. 20300 f9THAVENUENE SHORELINE, WA 98155 (206) 364-3343 / FAX (206) 364-3363 TRANSMITTAL DATE: January 2, 2003 PROJECT: Serenity House New Adult Shelter TO: Kenneth Hays Kenneth Hays Architect, Ine 120 W Bell St, Ste 1-R Sequim, WA 98382 PHONE: 360-683-5877 FAX: 360-683-5904 cc: Lou, City of Port Angeles FAX: 360.417.4542 FROM: Paul Robison A 1T ACHMENTS: Energy Code Envelope Cales Energy Code lighting Power Allowance Forms Energy Code Mech Sum Form SERENITY HOUSE OF CLALLAM COUNTY NEW ADULT SHELTER ADDENDUM NO.3 Kenneth Hays Architect, Inc. 120 West Bell St., Suite 1-R, P.O Box 322 Sequim, WA 98382 PROJECT: PROJECT NO.: Serenity House New Adult Shelter 0133SHAS ADDENDUM NO.: Three (3) DATE: 14 January 2003 The original Specifications and Drawings, dated 20 December 2002, for the project noted above are amended as noted in this Addendum No.3. Receipt of this Addendum shall be acknowledged by inserting its number and date in the space provided on the bid form. This Addendum consists of (7) page. ADDENDUM NO.3 ITEM NO. General Comments: No Comments. Specifications No revisions. Drawings Addm 3-1 Revise Architectural Drawing A 1. 7 - Omit Door Hardware Schedule' and replace with the following Door Hardware Schedule Addm 3-2 Revise Architectural Drawing A 1. 7 Door Schedule per the attached Drawing R3-1, R3-2 DOOR HARDWARE SCHEDULE HW SET: 01 6 EA HINGE 1 EA PANIC DEVICE 1 EA PANIC DEVICE 1 EA RIM CYLINDER 2 EA DOOR PULL 2 EA ASTRAGALSEAL 2 EA SURFACE CLOSER 2 EA FLOOR STOP 1 SET PERIMETER SEAL 2 EA SWEEP 1 EA THRESHOLD ADDENDUM NO.3 FBB199 5 X 4 1/2 NRP 9927EO 9927NL-OP 20-057 47-12" CTOC 18041 84" CP 4111/4011 FS444 303AS HEAD & JAMBS 18062P 42" 171A 84" MS/ES 630 ST A 630 VON 630 VON 626 SCH 630 TIC AL PEM 689 LCN 626 IVE AL PEM 628 PEM AL PEM ADDM - 3 SERENITY HOUSE OF CLALLAM COUNTY NEW ADULT SHELTER ADDENDUM NO.3 HW SET: 02 3 EA HINGE FBB1794 1/2 X 4 1/2 652 STA 1 EA DEADBOL T LOCK B660RD 626 SCH 1 EA ENTRANCE LOCK D53RD ATHENS 626 SCH 1 EA SURFACE CLOSER 4111/4011 689 LCN 1 EA WALL BUMPER WS401CVX 626 IVE 1 EA SEAL S88D17 (HEAD & JAMBS) DUR PEM HW SET: 03 '3 EA HINGE F1794 1/2 X 4 1/2 652 ST A 1 EA ENTRANCE LOCK D53RD ATHENS 626 SCH 1 EA WALL BUMPER WS401CVX 626 IVE 3 EA SILENCER SR65 GRY IVE HW SET: 04 3 1 1 3 EA HINGE EA PRIVACY LOCK EA WALL BUMPER EA SILENCER F 191 4 1/2 X 4 1/2 D40S ATHENS WS401 CVX SR65 630 ST A 626 SCH 626 IVE GRY IVE HW SET: 05 3 EA HINGE F 191 4 1/2 X 4 1/2 630 ST A 1 EA PRIVACY LOCK D40S ATHENS 626 SCH 1 EA OVERHEAD STOP 410S 630 GL Y 3 EA SILENCER SR65 GRY IVE HW SET: 06 3 EA HINGE FBB191 41/2 X 4 1/2 NRP 630 STA 1 EA DORMITORY LOCK L9480R 07 A 630 SCH 1 EA SURFACE CLOSER 4111/4011 689 LCN 1 EA FLOOR STOP FS444 626 IVE 1 EA TOP DRIP 346C 40" 628 PEM 1 SET PERIMETER SEAL 303AS HEAD & JAMBS AL PEM 1 EA SWEEP 18062P 36" 628 PEM 1 EA THRESHOLD 171A 36" X MS&ES AL PEM ADDENDUM NO.3 ADDM - 3 SERENITY HOUSE OF CLALLAM COUNTY NEW ADULT SHELTER HW SET: 7 6 EA HINGE 2 EA MANUAL FLUSH 1 EA DUST PROOF 1 EA PASSAGE LATCH 1 EA SURFACE CLOSER 2 EA FLOOR STOP & 4 EA SILENCER CLOSER ACTIVE LEAF ONLY ADDENDUM NO.3 FBB168 5 X 4.5 FB458N DP2 D10S ATHENS 4111/4011 FS446 SR65 652 ST A 626 IVE 626 IVE 626 SCH 689 LCN 626 IVE GRY IVE HW SET: 08 3 EA HINGE FBB1794 1/2 X 4 1/2 652 STA 1 EA PRIVACY LOCK D40S ATHENS 626 SCH 1 EA SURFACE CLOSER 4111/4011 689 LCN 1 EA WALL BUMPER WS401CVX 626 IVE 1 EA SEAL S88D17 (HEAD & JAMBS) DUR PEM HW SET: 09 3 EA HINGE FBB1794 1/2 X 4 1/2 652 STA 1 EA PASSAGE LATCH D10S ATHENS 626 SCH 1 EA SURFACE CLOSER 4111/4011 689 LCN 1 EA WALL BUMPER WS401CVX 626 IVE 1 EA SEAL S88D17 (HEAD & JAMBS) DUR PEM HW SET: 10 3 EA HINGE F1794 1/2 X 4 1/2 652 ST A 1 EA PASSAGE LATCH D10S ATHENS 626 SCH 1 EA OVERHEAD STOP 410S 630 GL Y 3 EA SILENCER SR65 GRY IVE ADDENDUM NO.3 ADDM - 3 SERENITY HOUSE OF CLALLAM COUNTY NEW ADULT SHELTER HW SET: 11 3 1 1 3 EA HINGE EA PASSAGE LATCH EA WALL BUMPER EA SILENCER ADDENDUM NO.3 F1794 1/2 X 4 1/2 D10S ATHENS WS401CVX SR65 652 ST A 626 SCH 626 IVE GRY IVE HW SET: 12 "- 3 EA HINGE FBB1794 1/2 X 4 1/2 652 ST A 1 EA PASSAGE LATCH D10S ATHENS 626 SCH 1 EA SURFACE CLOSER 4111/4011 689 LCN 1 EA OVERHEAD STOP 410S 630 GL Y 3 EA SILENCER SR65 GRY IVE HW SET: 13 3 1 1 3 EA HINGE EA ENTRANCE LOCK EA OVERHEAD STOP EA SILENCER HW SET: 14 1 1 SET TRACK & EA DOOR PULL HW SET: 15 6 2 2 2 1 F1794 1/2 X 4 1/2 D53RD ATHENS 410S SR65 652 ST A 626 SCH 630 GL Y GRY IVE BFC 125-00-36 38B 628 ST A 626 IVE EA HINGE FBB179 5.0 X 4.5 EA FIRE EXIT DEVICE 9927L-F BE 07 EA SENTRONIC CLOSER4040SE EA WALL BUMPER WS401 CVX EA SEAL S88D21 (HEAD & JAMBS) ASTRAGAL BY DOOR SUPPLIER IF STA 626 VON 689 LCN 626 IVE OUR PEM ADDENDUM NO.3 ADDM - 3 SERENITY HOUSE OF CLALLAM COUNTY NEW ADUL T SHELTER HW SET: 16 3.- 1 1 1 3 EA HINGE EA STOREROOM LOCK EA SURFACE CLOSER EA WALL BUMPER EA SILENCER ADDENDUM NO.3 FBB1794 1/2 X 4 1/2 D80RD A TH 4111/4011 WS401CVX SR65 652 ST A 626 SCH 689 LCN 626 IVE GRY IVE HW SET: 17 3 EA HINGE FBB191 4 1/2 X 4 1/2 NRP 630 STA 1 EA PANIC DEVICE 99NL-OP 630 VON 1 EA RIM CYLINDER 20-057 626 SCH 1 EA DOOR PULL 47-12" CTOC 630 TIC 1 EA SURFACE CLOSER 4111/4011 689 LCN 1 EA FLOOR STOP FS444 626 IVE 1 SET PERIMETER SEAL 303AS HEAD & JAMBS AL PEM 1 EA SWEEP 18062P 36" 628 PEM 1 EA THRESHOLD 171A 36" X MS&ES AL PEM HW SET: 18 3 2 2 EA SPRING HINGES EA PUSH PLATE EA ARMOR PLATE HW SET: 19 3 1 1 1 1 1 1 1 EA HINGE EA DORMITORY LOCK EA SURFACE CLOSER EA FLOOR STOP EA TOP DRIP SET PERIMETER SEAL EA SWEEP EA THRESHOLD END OF ADDENDUM NO.3 3 ADDENDUM NO.3 3029-7 8200 4 X 16 8400 36 X 1 LDW 652 BOM 630 IVE 630 IVE FBB191 5 X 4-1/2 NRP L9480R 07 A 4111/4011 FS444 346C 52" 303AS HEAD & JAMBS 18062CP 48" 171A X 48" MS&ES 630 ST A . 630 SCH 689 LCN 626 IVE 628 PEM AL PEM AL PEM AL PEM ADDM - 3 DOOR SCHEDULE DOCR SIZE DOOR DOOR F.Ac.E sue. DOOR J'oWU=. Jot::). HlDTH H:leHT T'T'FE ~T t-V.T. o 2'-6" 6 '-tJ 1 D @ 2'-6" 6'-tJ" D @ 2'-6" 6'-tJ" D @ 2'-6" 6 '-tJ " D @ 3'-0" "-0" C @ 3'-0" 6'-tJ" E ,-.... sc. !-EM H) sc. !-EM H) sc. !-EM H) sc. !-EM H) sc. !-EM H) sc. !-EM H) PREHDOR ~ PRB1DOR ~ PREHDOR PRE-IUl6 PREHDOR PRE-IUl6 PREHDOR PRE-IUl6 F'REMDOR PRE-IUl6 FRAH: FRAH:~. MAT. 'T'T'PE HEM. OR FIR. HEM. OR FIR. HEM. OR FIR. HEM. OR FIR. HEM. OR FIR. HEM. OR FIR. 'leU ,.......--. ,".. ~ II PREMDOR PRE-HJHe PREMDOR PRE-HJHe PREMDOR PRE-H.JNe PREMDOR PRE-HJHe PREMDOR FRE-H.JNe ~ PRE-I-lJNe DET AlLS f-I:)H H:AD ~ SILL HO'TES e:./' , -=::u ~ II II II II "~ "'-.'rt.AoeI ...,.....9"'\~1 3/MJ IS/A4.1 rI3~\ 3/A4.1 IS/A4.1 _ I 13 ~ 3/MJ IS/A4.! '} 13 ~~ 3/A4.1 IS/A4.1 3/A4.1 IS/A4.1 q 20 MIH LAEEl 3/A4.1 IS/A4.1 - (~~D @ 3'-0" "-0" 6 sc. HEM PREHDOR HEM. II PREMDOR 41M.1 4/A4.1 G BI-FOLD H) - PRE-IUl6 OR FIR. PRE...f-Uts - A q'-<)" ,,-<)" f'. sc. HEM PREMDOR HEM. II PREMDOR ~/Adl Il;/Ad I ~ 20 MIH LA6EL @ 3'-0" 6'-6" E sc. 1&1 PRB1DOR 1&1. II PREMDOR 3/M.J 15/MJ C35 H) - PRE-+VHe OR FIR. ~ - t:::::\ .-.. A' ..... a.1 .... sc. HEM PREMDOR HEM. II PREMDOR. -.. .. .-.. ., '" @ 3'-0" 6'-6" D sc. 1&1 PREMDOR !-EM. II PREMDOR 3/M.1 15/MJ - ~ H) - PRE-+VHe OR FIR. ~ \ @ 3'-0" 6'-6" D sc. 1&1 PRB1DOR 1&1. II PREMDOR 3/M.1 15/M.1 ~j H) - ~ OR FIR. F'I<E-H.N6 - @ 3'-0" 6'-6" D sc. 1&1 PREMDOR HEM. II PREMDOR 31M.! 151M.! 10 H) - PRE-HJt:; OR FIR. PRE~ - 1&1 PRB1DOR HEM. II PREMDOR ( ~ @ 3'-0" 6'-6" D sc. 31M.! IS/A4.1 - II ') H) - PRE-+VHe OR FIR. F'I<E-H.N6 ~ @ 3'-0" 6'-6" D sc. 1&1 PREMDOR HEM. II PREMDOR 3/M.J 15/M.1 10 H) - PRE-+VHe OR FIR. ~ - @ 3'-0" 6'-6" D sc. 1&1 PR&1OOR HEM. II PREMDOR 3/M.1 15/MJ - 10 H:> - PRE-HJt:; OR FIR. PRE~ @ 3'-0" 6'-tJ" D sc. HEM PREHDOR HEM. II PREHDOR 3/M.J IS/A4.1 'II' D H:> - PRE-+VHe OR FIR. ~ - - 1ft! _a. ~, ,...,. e. , ,.~ ,n..,="""" Ie.. ,.... " ~~I '".~ R3-1 II '-' . ~ DOOR SCHEDULE DOOR SIZE DOOR DOOR FlGE 6I.Z6. DOOR MANF. FRAtE FRNE MANF. DETAILS ..,... N01ES NO. H1DTlf 1EJ8HT TYPE GONST: HAT. HAT. TYPE tEAD ..we SILL @ PR 3'-6' "-0" D 1&6A. R.U5H VI&! 51EE1..GRAFT Ib 6A. III 5lEEJ..GRAFT 21A4J 21M.1 qfA4J; 15 ~-HR LABEL HOLD 0flENJ 51l I-HR L-I&, 1-814' 51l FI6-4, 1-614' 51H. l1E TO FIRE ALARM @ 3'-0' "-0' 5G tEM PR&IDOR tEM. 1 PREMDOR \ 10 ~) C; ~ - PRE-+1M5 OR FIR. PRE-HJN6 3/MJ IS/M.I -/ @ PR 4'-0' "-0" D 5G tEM PREMOOR !EM. I PR&tDOR 3/MJ ISIM.I -\ , I ~ - PRE-+1M5 OR FIR. PRE-HJN6 @ 3'-01 6'-&1 D 5G tEM PREMOOR !EM. I PREMDOR 3/MJ 15/M.1 3 ~ - PRE-+1M5 OR FIR. PRE-HJN6 - @ 3'-0' 6'-&' D 5G tEM PREMOOR !EM. II PREMDOR 3/MJ IS/A4.1 .........3 '\ ~ - PRE-+1M5 OR FIR. PRE-HJN6 - , @ 3'-0' 6'-&' D 5G tEM PREMDOR 6A1.V. II PREMDOR 21A4.1 21M.I 51M. - I 16 ~ - PRE-+1M5 MT\... PRE-HJN6 @ 3'-0' "-0' D 1&6A. R.U5H 5lEELCiRAFT 166A. I 5lEEJ..GRAFT 21MJ 21M.1 qfMJ > 6 51l - L-I&, 1-3141 51l FI6-4, 1-3141 51H. @ 3'-0' "-0" D 1&6A. R.U5H 5lEELCiRAFT Ib 6A. 1 5l133...CiRAFT 21MJ ~~.I qfMJ > 6 ) 51l - L-I&, 1-6/4' 51l FI6-4, 1-6/41 €) NOT l15ED 5G tEM PREMDOR !EM. I PREMDOR 3/M.I IS/M.I 10 ) ~ - PRE-+1M5 OR FIR. PRE-HJN6 - \ @ 3'-0' "-0' E 5G !-EM PREMDOR !EM. II PREMDOR 3/MJ IS/A4.1 > 1& ~ 00l&..E ACiTlNe ~ - PRE-+1M5 OR FIR. PRE-HJN6 - I @) 3'-0' "-01 A 1&6A. R.U5H Rll 51EE1..GRAFT 166A. II 5lEEJ..GRAFT qfA4J ' 11 / 211\4.1 211\4.1 51l U8HT L-I&, 1-614' 51l FI6-4, 1-614' 51H. I @) 3'-0' "-0' A 1&6A. R.U5H Rll 5lEELCiRAFT 166A. II 5lEE1..c;RAFr 211\4.1 211\4.1 qf1\4J ' 11 51l U8HT L-I&, 1-614' 51l FI6-4, 1-614' 51H. I @ 1&6A. R.U5H 51EE1..GRAFT )66A. II 5l133...CiRAFT \ 3'-0" "-0' D 51l - L-I&, 1-614' 51l FI6-4, 1-614' 211\4.1 211\4.1 qfA4.1 ~ 51H. ~ 12'-0' 3'-61 F 6A1.V. ~ PER DOOR GOOIGON '/M.I PUSH LP 1'0 51l - HA}U=. @ 2'-0" 3'-6' F 6A1. V. GOOIGON PER DOOR COOKSON '/1\4.1 PUSH LP 110 51l - HA}U=. - @ PR 2'-0" 6'-&' D sc. tEM PREMDOR !EM. III PREMDOR 3/A4.1 15/1\4.1 - ( 13 ) ..v - PRE~ OR FIR. PRE-HJN6 SERENITY HOUSE OF CLALLAM COUNTY NEW ADULT SHELTER ADDENDUM NO.2 Kenneth Hays Architect, Inc. 120 West Bell St., Suite 1-R, P.O Box 322 Sequim, WA 98382 PROJECT: PROJECT NO.: Serenity House New Adult Shelter 0133SHAS ADDENDUM NO.: Two (2) DATE: 14 January 2003 The original Specifications and Drawings, dated 20 December 2002,for the project noted above are amended as noted in this Addendum No.2. Receipt of this Addendum shall be acknowledged by inserting its number and date in the space provided on the bid form. This Addendum consists of (20) pages. ADDENDUM NO.2 ITEM NO. General Comments: Addm 2-1 A fixed time limit for construction substantial completion and for construction final completion shall be negotiated with the winning bidder prior to the signing of the construction contract. The time frame is expected to be 180 days to substantial completion and another 30 days to final completion. The Owner will suffer financial loss if the project is not substantially complete once a date is agreed to. The Contractor (and the Contractor's surety) shall be liable for and shall pay to the Owner a negotiated stipulated sum, agreed to as liquidated damages for each calendar day of delay until the work is substantially complete. The General Conditions of the contract shall be modified to indude the conditions outlined above, induding the specific terms and limitations of the liability. Addm 2-2 I ndividual items amended by this addendum (Addendum No.2) may be repetitive throughout the Contract Drawings. All such items are implied to be modified as if specifically identified. Addm 2-3 Utilities hook-up fees to be paid by owner Addm 2-4 All AlA (American I nstitute of Architects) forms used shall be the latest editions Addm 2-5 Occupancy Load in the dining room is (61) Addm 2-6 A-oduct substitutions must be approved prior to bid date. Addm 2-7 Certainteed I nsulate Vinyl Wndows are an approved product substitution. ADDENDUM NO.2 ADDM-2 ttP SERENITY HOUSE OF CLALLAM COUNTY NEW ADULT SHELTER ADDENDUM NO.2 Addm 2-8 Landscaping Options Oarifications - per attached drawings R-2 Base Bid Ranting, R-3 Optional Planting. Addm 2-9 Existing water meter shall be used for irrigation purposes only Addm 2-10 I rrigation Auto Controller shall be mounted outside room w-120 E DORM on southeast wall, provide weather resistant box per'controller"-w"~-',,-~~,,, manufactures recommendations with lock. Addm 2-11 I nterior door finish shall be a dear lacquer finish. Addm 2-12 Furnishings and Kitchen Equipment are not in Contract - General contractor to provide rough-in and to coordinate installation and hook- up of equipment. Addm 2-13 Electrical wiring to be installed per the latest edition of the NEC (National Electrical Code), UEC (Uniform Electrical Code), and the local jurisdiction. Addm 2-14 Cedar Fencing, Cedar Dumpster Endosure, and Cedar Banding at the interior of the building shall left with a natural unfinished finish. Specifications: No Revisions Drawings: Addm 2-15 Revise Ovil Drawing Sheet 1 of 9 per attached partial revised Ovil Drawing R-1 Addm 2-16 Revise Ovil Drawing Sheet 4 of 9 per attached partial revised Ovil Drawing R-1 Addm 2-170vil Drawing Sheet 8 of 9 - detail "typical 6" cone. curb section" may be a monolithic concrete pour with sidewalk at locations on site. Addm 2-18 Revise Architectural Drawing A1.2 Partial Roor Plan "M" per attached drawing R-4 Addm 2-19 Revise Architectural Drawing A 1.7 Door Schedule as follows: Change all references for Face Material for the SC wood doors to read: "Birch" in lieu of "Hem". OJrries 707 Series steel doors are an approved substitution for Steelcraft. Addm 2-20 Revise Architectural Drawing A1.8 VVindow and Rnish Schedules per attached drawing R-5,R-6,R-13 , Addm 2-21 Revise Architectural Drawing A2.1 Exterior Elevations per attached drawing R-7 Addm 2-22 Add detail 16 per attached drawing R-12 to Drawing M.1 Details- Door and VVindow Addm 2-23 Add detail 11 per attached drawing R-12 to Drawing M.2 Details- Interior Rnishes Addm 2-24 Revise Structural Drawing 83.1 Typical Concrete Details detail 20 per the attached drawing R-8 Addm 2-25 Revise Structural Drawing 82.2 Roof Framing Plan per the attached drawings R-9, R-10, R-11 ADDENDUM NO.2 ADDM-2 SERENITY HOUSE OF CLALLAM COUNTY NEW ADULT SHELTER ADDENDUM NO.2 Mechanical: (Per Mechanical Engineer) 1) Sheet MO - Air Balance Requirements: Provide air balance services by an air balance contractor regularly engaged in this profession. Test, adjust and document the air flows, supply air temperatures and outdoor air volumes to within 10% of indicated volumes. Provide a typed report showing initial readings, specified volumes and final readings. 2) Sheet MO - Waste Piping: Provide ABS plastic DWV piping instead of cast iron. 3) Sheet MO - Water Supply Piping: Provide polyethylene water supply piping instead of copper. 4) Sheet M1 - Electric Furnace Schedule: Delete reference to King. Provide Carrier, Lennox or Trane products. 5) Sheet M1 - Outdoor Air Intake Louvers: Provide Ruskin #ELF375DX or equivalent 4" extruded aluminum louvers. 6) Sheet M1 - Fire Dampers: Delete all combination firelsmoke dampers. Provide heat activated fire dampers in the supply and return ducts for Furnaces F-4 & F-5 where shown on HVAC Plan. 7) Sheet M 1 - HV AC Sequence of Operation: Provide HV AC operation as follows: a. Electric Furnaces: i. Provide programmable microprocessor thermostat to control each furnace. II. Thermostat shall start/stop units per programmed schedule. III. Thermostat shall include both heating and cooling control functions. (For this project only the heating function will be utilized.) Provide 5 degree dead band between heating and cooling setpoints. iv. Motorized outside air damper shall open during occupied mode and close during unoccupied mode. v. During occupied mode, the thermostat shall cycle heat to maintain space temperature: 70 DEGF (adjustable). VI. Thermostat shall cycle fan and heat to maintain night setback temperature: 65 DEGF (adjustable) b. Kitchen Exhaust Interlocks: Provide interlock wiring, relays, terminations and engineering so that Furnaces F-1 & F-3 operate whenever the Kitchen Exhaust Hood System and lor the Dishwasher Exhaust fan operate. These furnace units shall operate with outdoor air intake dampers open to provide make-up air. c. Dormitory Exhaust Fans EF-1 & EF-5 Control: Refer to timer ADDENDUM NO.2 ADDM - 2 SERENITY HOUSE OF CLALLAM COUNTY NEW ADULT SHELTER ADDENDUM NO.2 controls described under Electrical below. Timers and wiring shall be under Division 16. Provide outdoor air intake backdraft dampers as indicated on plans. d. Restroom Furnace and Exhaust Fans F-6/EF-5 & F-7/EF-3: The thermostats serving these units shall be programmed to operate the fans continuously (Owner adjustable schedule) to provide restroom ventilation and temperature control. Cycle heating to maintain 70 DEGF (adjustable) in the restrooms. 8) Sheet M1 - Heating/Cooling Furnace Alternate Proposal: Submit an alternate proposal to provide Heat Pump indoor fan units with electric auxiliary heaters and heat pump OX coils for possible future use. Provide condensate drain piping. Outdoor units and refrigerant piping is not included. For bidding purposes, the heat pump indoor coils shall be sized as follows: a. F-1: 4 tons b. F-2: 2 tons c. F-3: 5 tons d. F-4: 2 tons e. F-5: 1.5 tons f. F-6: 3 tons g. F-7: 2 tons Plumbing: 1) Sheet M2, M3 - Kitchen Plumbing: Provide grease interceptor and separate grease waste piping. Provide plumbing clarifications as indicated on attached sketches SK-M1 & SK-M2. 2) Sheet M3 - Men's Dormitory Janitor Closet: Fixture MS-1 is mislabeled and should read WH-1 instead. Fixture WH-2 is mislabeled and should read MS-1. Electrical: 1) Sheet E1 - Toilet Exhaust Fan: Provide power connection to 120V fractional horsepower ceiling exhaust fan in Admin Restroom. Connect to lighting circuit 8-20. Provide 0-30 minute twist-wound timer switch next to restroom light switch. 2) Sheet E2 - Typo: Furnace serving Women's Dorm Restroom should be labeled F-6, not F-1. 3) Sheet E2 - Electric Wall Heater: Provide electric wall heaters where shown and with heating wattage as indicated. Wall heaters shall be recessed fan-forced heaters with integral adjustable thermostat and integral disconnect switch. Manufacturers: Markel, QMark or approved. ADDENDUM NO.2 ADDM - 2 SERENITY HOUSE OF CLALLAM COUNTY NEW ADULT SHELTER ADDENDUM NO.2 4) Sheet E2 - Dormitory Exhaust Fans EF-1 & EF-5 Control: Provide 24- hour timer control to cycle the exhaust fans in compliance with WA State Energy Code requirements. The fans shall operate a minimum of 8 hours each day. The timer schedule shall be adjustable by the Owner. Timer shall be Intermatic #T1905 or equivalent with 48 on/off times per 24 hour period. Provide EF-1 timer in Room M136 and EF-5 timer in Room W156. Provide 120V power circuit to each timer. 5) Sheet E3 - Fixture ZP Pole Light: Provide 150W lamp. On twin-head fixture, provide 12" extension arm as required by Lithonia for mounting fixtures at 90 degrees on the square pole. END OF ADDENDUM NO.2 ADDENDUM NO.2 ADDM-2 SHEET I SUMMARY OF QUANTITIES (NOTE: THESE QUAN7777ES ARE APPROXlMA TE ONLY. THE CONTRACTOR SHALL VERIFY ALL QUAN7777ES TO HIS/HER SA 77SFAC770N). Item S/Tf fXCA VA nON S/Tf fMBANKMfNT SfWfR fMBANKMfNT 600 269 CY TON AC PAVEMfNT, CLASS A CSTC 2J4 CY SHEET 4 I~ "" ~ ~ S~ ---- -- --- ~ ------- ~ P.o. BOX 235e (240 W. CEDAR sr.) SEWII. 1M G8382 TEl: (380) ~7OIa FAX: (380) ll83-1087 ADDENDUM # 2 SERENITY' HOUSE NEN ADUL T SHEL TER ISSUED JAN q, 2003 BY Q(jADRA ENGINEERING, INC. fl-" \t';o4 ~ - . ;;;~~ S ; ~ 1 1! I.J .'t..,.t ,l.t,!! ~ 1!I~)j .!- ~ rt ~ r. ~..,~~~14~~~~~~~~. ~ii~~i~i1tftft~~!!=~1 l ~ ~ <- In ~ ~ ~ ~ .. 5il ;1 ~ ~ )1 d@ E' ~ ~ ~ g B ~:--~~e~ H !~;~U ~~ ~ii;~~ ~iS ~ I 8 1t z '" 5 ~ ~ w ~ 1 fi~' L ~ r ~ : ~ i ~~lii: l }~~rl),~~ g ~i ~ j r ~::1 J ~ ~ ;! t L ~ i ~ i ~j D I? 1:1'" ,!is! E"'120.J:..J: ~ 'Q~ ~ i f H HI: ~ ! i! j i Ii j ~ I! . = i"d"hJf~tJdhi ~ ;" 0~~0Q:O":lli~;n~ 0 ii ," l[ ~ .. -... '~"" -........ ~ :t .. 8 S ~llg ~ " f I j '111 I!: I HII J~I"I ~ ~~ I, I II ~ Jfll ~ u F~ ~ J ~ ~ I II ~. ~ ~" . :l do 6 tI. I U1 bill JI fI.11 t III t I' Ii 01 ~ 1il 1m.111 i'l II' Wn1 !i'~III~I~l' I I It ~ I' I I ~'.I! II I atilt I i I I I "~~:~i.;; BUljUeld P!a Elsea UBld adeospuBl ill1 ~~ ~ . ~i Z2 ~~ ~ ill " ~V> @~ -~ "'z ~~ !i 1='" ~: -' ... 3~ h a ~~ i R - ::L. ::a I -- ---fI1nll1l contorttl / SI-lORE PINE P I A N r L, G F N D Svmbal Rotanrc:ol / Common Nom. 517. / R'gmClrln ----<JU1lrt:U8 Nbro I RED ON< Mln 1-1/2. cal t.I'n &'-0- hgt ----P'II:!t.xbbugg rncn:rlesj"i / OOUGlAS f1~ Inln '2" col Myrica eallflll"rllco / PAClt:1C WAX NYRTLE: mfn 24" hgt.. Rhu. typh.no / STACHORN SUW,C m,ll 3 C(lne. . 1/2. cell. " 24- IIQt Junlplll'Ulll c TarulO$CJ' I HOllYWOOD JUNIPER mln la~ .pr Patentllla f '1(IOnd1~Il'/ CINQUEFOIL ""fn 2.... hgL P1wb JOPQnlca I PIERIS mln 24-" hqt CQrnu. rtolon,l'era / R(OTNG OO(M"OOO min. z,If ~ hQt 'leX C COnVlllXO' / J~N>4 "OLL.V '""" 1e," .pr Pfnu, ml.llJo / MUCO PINE mil\. 24" hgt NondfnQ domMtlco / HEAVENLY &AMaOO mln. 24" hgt ~plrN!dlu", I( "'....cClh:u 'Sulphureu,"' I liilSUQP'5 W!.T 1 gal can, o t.lllhonlo r.pens/ CPUPlNG MA.HONIA 1 gal. CDt'lS, II 2.4. 0.0. o JunlpcN3 grocumben:t I J.'PNIIESE JUNIPER 2 oaf. cctUI, . J6. 0 t. o PanrWetum Q. 'HClIT\8Iyn' / DWARF raJNrAlN GR"-SS I Qal con;,. 24-" 0 C o Sorc::acoeIlH:J hOO"-J1Jnl;l hum".. I ~OCOCCA 1 gg;l 0 J6. 0 C o GallltherlQ shallon / SALAL 1 go!' 0 38. C.C. " ',' ^~ 0 Lown - ~<>., ~ ,~~, opnoN.tL PUNTlNGS (SCREENEO) " ~C1nl IlleS are lIpSOTltd per tPWi Am.neon StandGrd (or NU,..ry stock" P"Ubllc:at.lon-Mct;f Z. llUlilli .pan.C1rW by e,. .......m:Q" "'-_,allon of Nu,.....,.""," lrlc ~~........... ............~....... _.._.....==-~~ .....~~I-'-O"... ................-*iiI....*'.. .__........................ftIlll&~~........... ....tIlIIIIII...__...._.........._......,.,~.. ~..:.==:::..~.-....~.. .......................~...~---- ~.............M............."............. ~....................... ... ~ ...... .,.,.,...--. ...' ...-=.......':::1.::-- ~....~............IJ.............. . ....,............... .......,..........DMIl--............... .......,_.-'...~.-.III... nBIP- =::.:.-~:-~~D...... 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Ql..,1IIIIIIW&.,............~.w.....-.l.. a....\...,........................~............ ........................ ..........~c.....,. =-~~==--=-.=. d~_.........."'................._............, ~~.....__....-JIICIII........ ~...~...IIt........Il..._.......W __.......................~M...... ~..............._..JW___~... ....... 'NI......,........................_ .._.. ~ -;-.:~~1t~~-==...... ......~..............,w1t..,----...-....l..I_ ==-:=..~...==.... -- -~,. 9l.,..,olCl I ~UR W\PLE ~ClqnClllg vlrg:lnlana / SWAMP t.4ACHOUA 5' HICH FENCE I ,; (,/ !\ 1'/ :0~ (:) Sf.lRU8 PLANllNC larTOp;:,lU: MULTl-FA~ILY APARruENTS Lr'~ 01ClJlJ 40 eo . NORT1-l GGROUND GDVER PLANTlNG NO'rlO!CoIi.t 8 DECIDUOUS TREE PLANllNG NCllV3C.IU Mln 2. ell! mln 2- eel Wo:: (/)W :;)f- O...J IW >-I f-(/) Zf- W...J 0:::;) wO (/)oe{ c:: (tl a: Q) a (tl t) (/) -0 c:: (tl ....J Cl s; C '" 1[ m c o a o _w -- - -- ..=:-... Glenn Takagi Landscape Architect _NnII,.,.... ...-- ~- IMlIlII_ Project No Drawn ~ Checked ~ Dra,~1~~lssue ReVISions [IT] NOTE 5. NON-RATED Arnc, ACa:55 PAteS: PER lJB(, 1505.1 c.E5CO PRODlJ(,TS (612) 424-4'"Q DR"fWALL ACc.E5S PANEl C-NH w!Loc,K KEY -DPERA TED C,AM K NOTE 6. TOILET COMPARTMENTS: PROVIDE METAL C,LS. 4 FLR. MID. TOILET PARTITIONS- 22 SA. SAL VANIZBJ SHEET STEEL LAMINATED TO TO A HONEY COMB CORE. DR5: I. THICK PANELS: I. THICK PILASTERS: 125. THICK BAKED OR PO~ COAlED FINISH. FASTENERS PER PANEL MAt-VF (HADRIAN MANJF .(1-425-861-8666). NOTE 1. BUILDING INSULATI : .......--.-...........-.-.. ...",... "-',.-.."....~..- ~"...A............ ............ ...~"'"'\.I "'~"""A" I::.""fd ~ 1\ II II R-~ WINDOW SCHEDULE NO./MK. SIZE OPERATION 6I..Ze. FRAM: DETAILS MNU=. NOTES H1DTH HEleHT HEAD JAMB SILL @ 2'-0" 6'-0" FIX "TEMP. EXTRUDED I/A4.1 5/A4.1 6/A4.1 MlL6ARD "-0" HD HT ~ VINYL @ 21-0" 1'-6" AHN ~~ EXTRUDED I/A4.1 5/A4.1 6/A4.1 MILeARD 1:>'-0" HD liT VINYL @ 5'-0" 5'-0" SH EGRES5 EXTRUDED I/A4.1 5/A4.1 6/A4.1 MILeARD "-e>" HD liT TEMP. VINYL r-\ ...... .,. ... -- ..... , -- F>m<I1l?Fn . -. .. .... .. . .. .. MII,c:;AI<r? "-n" ~ WT XJ J DI o 1'-0" 6'-0" SIDE LT. TEMP. MAT. IB/A4.1 IB/A4.1 IB/A4.1 SIH. 14/A4.1 NOTES r.-:\ II .&. 1 &.,' .n 1 c:.l nz:: I T T'I:1o.AO MAT. 1"2 I A A I 1"2 I ^ A' 1"2 I A A I !-t..lR FINISH SCHEDULE ROOWAREA NAH: FLOOR BASE Gl6. COLOR #5 MDF Ixl'>S4S SHEET ~ C-1I2/rOILET VINYL BASE 5EAL.BJ SAUDER .;t ........ .----... ~ ~~~-~ H-1I6/SHOY€R VINYL BASE SHEET R1JBBER H-lnrrOILET5 VINYL BASE CiI-FFT QI p,p,f=R M-13IrrOILETS SHEET VINYL RUBBER BASE SHEET R1JBBER - - . . .-,----. ~.-.. F-I4ClIKITc.HEN .. __'" _ . e___. _. __c...... __'"~_'_~~C...fI':"'l ~ ~YRGH3~ WIFRP HIFRP WFRP HIFRP ~ SPECIFICATION NOTES: PLA5TIC LAMINA lE: PROVIDE HIGH PRESSURE PLASTIC lAMINA 1E FROM APPROVED MAJ-U=ACTURER5: FORMICA l3RNV WILSON-ART NEVAHAR 5lJBMIT SAMPLES AND PRODtJC,T SPECIFICATIONS PRIOR TO INSTALlATION OF THIS WRK. BUILDING 1taJL.A TION: EXTRlJDED-POL YST'I'RENE BOARD INSULATION: ASTH C 51!}, TYPE IV MINERAL-FIBER-BlANKET INSULATION: AS1M C 665,lYPE III, CLASS A, HI FlEERS MAJoU=. FROM 6LA55 RECYClED CBJJ.,W5IG-FIBER LOOSE-FILL INSULATION: ASTM C 13't; Q1EM1GALl.. Y TREA lED FOR FLAME RESISTANCE. PROGE55INS AND HANDLINS CHARACTERISTICS. . V N>OR RETARDER: 6-H1L5 WICK. FA\A= VAJTII AlloN TROUGHS: PREFORHED, RIGID R..., Sf VENT- NOTE 2. / / Q -- ;0 "" , ~ SIDINe TYPE 1-sEE , NOTE 4 TYP. EXT. WIND. NOT TO SCALE ~~ '\ '\ SIDINe TYPE II-SEE NOTES SIDINe TYPE 1-sEE NOTE 4 MEGHANIC,AL EGUIP.-SEE ME D~ D ~ "'" J P.T. MJDSILL It ANCHOR 80L 15 PER SHEAR tW.L 5CHEDLtE 500 ViALL PER PLAN (SHEAR ftALL ~ERE 0CGlRS) #4 CONT. TOP 5lA6-ON-6RADf PER P1.AN PANEL E05E NAILlN6 FINISH 6RADE #4 8 24110c; AlT. HOOKS = :Z. ~- =-~ (2) !t4 caNT. :: 1'00' U.o.ll Typic.al Footing at Slab on Gr-ade 20 R-a fJ ~.D2.121 ] l < f1/S6.1 T 4 ~ ~ ~I UJ \!) ~I~ ~ m~ 12/56.1 @>ig : ()- <N -s f1!5b.l V N :n G ~ 3 0- 0- ~ !:f ~ D UJ \) --1 0- 0) ~ c ~ GEILlN6 HEI6HT TRlJ55 SUPPLlE BOTTOM CHORD --~- R-q -- 14 T 4 [ I 8 '. GElLING HEIGHT HANGE - [5 I I TRU55 SUPPLlE 0 I ~ ~I OF 12,5 : ...-. 12/56.1 BOTTOM CHORD [5 ~8 M FRAMING PER n ill " 0- \!) L FT FRAMI <N M~ .!::. J a. o. 1I) o. 0 -.i) ('{) . "--' , 01 I I -------------"'/ > L=e'-IO. o 10/56.1 V o L L=t SF R-)o DT. - ~ ~ .~.~ ~ tr,......,.~ ~ .!-'l. '" ~~'..I.>': ..~,';'_" _ ~=5500# ~ ~ m:J -0 ~ N N ~ to ~ ~ 8 w ~ ^~ \) 'l/Sb.l -1 D- to 'l/SO.l > ~ : TOP PLATE "C40 R-t~ Gr~_.._PR.E.-P6..INIW FLA'5HING .r::AP_-~B_~" IN DI~ECT.I~ OF r-L.O~ Flt-tG. _ - "Ft/~Mt:.D c.E.N-reR Ve..s. .. @1.VALL~ ..E~A5Hl~ ~ -.,... r/. U... r ";' ,.., """. ". " l- ~ Z. -. ~ ".. - - :;., Z ..4 WINDOW SILL PER DETAIL b1A4.1 5/4.x- TRIM - SEE EXTERIOR ELEVATIONS GREENf-IEC,K EXTRUDED BACK DRAFT DAMPER ES-BO Hol FLANGE, Ho/GOUNTERBALANC,E ..-.EIGHTS, SEE MECHANICAL DHS'S FOR SIZE 6EN5CO SHOEMAKER 1050 RETlJRN AIR GRILLS- H/5TAINLE55 STEEL TAMPER RESISTANT MOUNTINe 5GREW5 -INlERIOR AND EXTERIOR 5/4.x- TRIM - SEE EXTERIOR ELEVATIONS SCALE: ~.=I'-o. FRESH AIR INTAKE . WALL HEATERS R-I~ INTERIOR PAINT SCHEDULE COLOR WI-eER MANF. COLOR NAME COlOR #1 6EN..IAMIN MOORE TYP. ~ U.N.O. COlOR#2 6EN..IAMIN MOORE TYP. CLeo 4 TRIM COlOR #3 6EN..IAMIN MOORE ACCENT WALL AI COlOR #4- 6EN..IAMIN MOORE ACCENT WALL A2 COlOR IS SOLOMON COL.ORS soe INTEeRAL MATERIAL SCHEDULE XJ I W - COlOR tu-1BER FINISH NOTES SATIN SEMI-eL0S5 IN H:T AArAS CLe; SATIN NOlES TRIM; SEMI-eL055 SATIN NOlES SATIN SEALED JAN-9-2003 10:55 FROM:ROBISON ENGlr~ERING 2063643363 TO: 13606835904 P:4/5 & POINT OF CONNECTl TO 4- s..S. REF CIVIl PLANS INVERT [LEV"'" 42'" 0000000.00.; &f+.~',.R.Q~~ f#~"F~~'?1 Ll. /""': C1- 0 o ;CI) 7 2:; 0 1:1 ;, : tJ o ~. : {:} Q ""'~-'-- Q '~kM\~~1 0000000'000 I EXPIRES~ 02-28-03 SERENITY HOUSE ADULT $HEL TER. PORT ANGELES. WA SCALE: NONE llltE: REVISED KITCHEN PLUMBING TAKEN FROM OI!AWN Bll JDi ROBISON M2 01'.1[; 1/9703 ADIlfJIIDUld No. 1 SHEET No. ~ ENGINEERING, INC 20300 19TH AVE NE SK -M 1 REVISION SI-lORELlNE. WA 98155 JAN-9-2003 10:56 FROM:ROBISON HIGlNEERINt3 20636'13363 TO:1360683590~ P:5~5 11 o J:fil 1" SHU IN WA ACCES oeOODOOOQ .<f!l '9..,. R9S,/%& #Q.-'t;.... f\IfA~. :..... ~ (] ~.. .~(J =-:"""lo'-1: -... 0 0- g~!J ~%\"Z-'6 o .v.l - ';Zo. 0 o ~ . i 0 o \ .. 0 o "....~'IIWli~.." [:) ~":~G~.....~p h~SS/ciiAL'~~ 00000'0 I ~PIRES~ 02-28-03 I SERENIT'( HOUSE ADUl T SHELTER, PORT ANGELES. WA SCALE: NONE ilT\k REVISED KITCHEN PLUMBING TAKEN FROM DRII'M>I BY: JOT ROBISON M.3 DAre 1/9/03 AllllEI'IWilI No. 1 SHEET No. REVISiON ~ ENGINEERING, INC 20300 19TH AVE NE SK -M2 SHOREUNE, WA 98155 TECHNICAL SPECIFICATIONS for SERENITY HOUSE NEW ADULT SHELTER SITE AND UTILITIES WORK Prepared for: Serenity House of Clallam County PO Box 4047 Port Angeles, WA 9836s (360) 452-7224 Prepared by: Quadra Engineering P.O. Box 2356 240 W. 'Cedar Street Sequim, WA 98382 (360) 683-7019 December 18, 2002 All work shall conform to the Washington State Department of Transportation, and American Public Works Association, Standard Specifications for Road, Bridge and Municipal Construction (WSDOT Standard Specification), current ed ition. 1. STORM DRAIN SYSTEM 1.1 The storm drain conduits shall be corrugated metal, concrete or corrugated polyethylene and shall comply with specifications in Section 9-05.1 of the WSDOT Standard Specification. 1.2 The storm drain detention pipes and coupling bands shall be corrugated, galvanized steel, in the size and thickness shown on the plans, and as required by Section 9-05 of the WSDOT Standard Specification. 1.3 Catch basins shall be Type 1 per WSDOT Standard Plan B-1, and as shown on the plans, with frame and grate in compliance with Section 9- 05.15(2) of the Washington State Standard Specifications for Road and Bridge Construction. TECHNICAL SPECIFICA TlONS Page 1 of 8 pages \\S r.\ I\JI_ C2SIO.:ILl.:l'j ::ER5NiI'j hOUSE\ rr3L!J/J/cdl S,JiiCIIICc/flO/J' (/1)(' \ 1 0 1.4 The Control Structure I Oil Water Separator shall be a Catch Basin Type 2 per WSDOT Standard Plan B-1 e with orifices and fabricated tee as shown on the plans. 1.5 Pipe bedding and trench backfill shall be in accordance with Sections 2.13 and 2.14 of these specifications. 1.6 The contractor shall provide safety systems for trench excavation that meet or exceed the requirements of the Washington Industrial Safety and Health Act, RCW 4917 for all trench excavation that exceeds a depth of 4 feet. 2. WATER DISTRIBUTION SYSTEM 2.1 The water main may be polyvinyl chloride (PVC) or ductile iron (01) pipe. 2.2 PVC pipe shall conform to the requirements of the American Water Works Association (AWWA) , Specification C900. PVC pipe shall be pressure class 150 and shall have rubber ring and thickened bell joints. Solvent weld pipe joints will not be permitted. 2.3 Ductile iron pipe shall conform to AWWA Specification C151, thickness class 50, and shall be cement mortar lined in conformance with AWWA C104. 2.4 All fittings shall be ductile iron or class 250 gray iron in conformance with AWWA C110 and C111, and shall be cement mortar lined in conformance with AWWA C104. 2.5 Fire hydrants shall conform to AWWA Specification C502 for dry barrel hydrants; they shall be supplied with a 5%-inch main valve opening, two 2%-inch hose nozzles, and one 4-inch pumper nozzle; and shall be left opening, with a standard pentagon nut. Hose nozzle threads shall be in conformance with NFPA #194 for National Standard fire hose coupling hose threads. All hydrants shall have restrained mechanical joint fittings in accordance with Section 2.8 of these specifications. The hydrant valve shall be compression type where water pressure holds the main valve closed, permitting maintenance or repair of the barrel assembly from above ground under pressure. The main valve seal shall be an ether glycol urethane compound (or approved equal) that is abrasion and gravel resistant. \. TECHNICAL SPECIFICA TIONS Page 2 of 8 pages \ISTA l\JlJOBSI0210::03 SERENITY HOUSEITeclllJlcal SpeclflcatlollS clOG The fire hydrant shall be a breakaway traffic flange type, which allows both barrel and stem to break clean upon impact from any angle. Traffic flange design must be such that repair and replacement can be accomplished above ground. All working parts shall be bronze or non-corrosive metal in accordance with the requirements of AVWVA C502. Fire hydrants shall be provided with two 3/8-inch drain outlets and bronze plugs located at the base of the barrel. Painting and coating shall be in accordance with applicable AVWVA Specification. 2.6 Gate valves shall conform to AWVVA C500 and shall be iron body, bronze mounted, double disk with bronze wedging device and O-ring stuffing box. Gate valves shall have mechanical joint ends, or mechanical joint by flange ends as shown on the plans. 2.7 Valve boxes shall be cast iron, two piece slip type, with coal tar enamel paint. The cover shall have the word "water" cast in it. 2.8 The Fire Department Connection shall be a Powhaton Model 21-133 ninety-degree angle type, or equivalent. The Fire Department Connection is available from American Fire Protection, Inc, Seattle, (800) 433-5715. 2.9 The Post Indicator Valve operator shall be a NIBCO 4" NIP-1AJ , or equivalent. The Post Indicator Valve operator is available from Liberty Equipment, Inc, Seattle, (206) 682-8700. The Post Indicator Valve assembly shall be as shown on the plans. 2.10 Restrained mechanical joint glands, where required, shall be the fully restrained type with twist off nuts to assure proper actuating torque of the restraining device. Restrained joint glands shall be Megalug Series 1100 manufactured by EBAA Iron Sales, Inc., or equal. 2.11 Service connections shall consist of ductile iron, bronze or stainless steel double strap with iron pipe thread saddles, bronze corporation stops and copper tube or polyethylene pipe service lines. Copper tube shall conform to ASTM B-88, Type K, with flared compression couplings conforming to A\MNA C901 with joints in accordance with manufacturer requirements. TECHNICAL SPECIFICA TlONS Page 3 of 8 pages \\STA l\Jl,'OBSI02\t.l20J SERENITY HOUSE\TechIllCdl SpeclflcacJons doc 2.12 Water meter assemblies shall include an American #430 bronze meter class II conforming to AWWA C701 and a horizontal inlet/outlet yoke with 30 inch minimum riser height, a bronze curb stop, and a concrete or polyethylene meter box. The meter box cover shall have the word "water meter" cast in it. 2.13 Pipe bedding shall be granular material conforming to WSDOT Standard Specification 9-03.16, installation shall conform to WSDOT Standard Specification 7-10.3(9)8. 2.14 Trench backfill in unpaved areas shall be native material placed and compacted in 12-inch lifts to 90% of maximum proctor density in accordance with ASTM 698-C. Trench back fill in paved areas shall be crushed surfacing top course per WSDOT Standard Specification 9- 03.9(3), compacted in 8-inch lifts to 95% of maximum proctor density in accordance with ASTM 698-C. 2.15 Concrete for thrust blocks shall have a minimum 28-day compressive strength of 3000 psi. All blocks shall be poured against undisturbed earth. 2.16 Prior to system acceptance, the contractor shall, in sequence, open bore flush, hydrostatically test, and disinfect all water mains and services, and obtain a satisfactory bacteriological water sample analysis report. Hydrostatic testing shall conform to requirements of AWWA C600. All air shall be removed from the system prior to testing. The test pressure shall be 200 psi and shall remain constant for one hour. If the pressure drops more than 5 psi during the initial hour, the contractor shall repair the system and r~test or conduct a leakage test as directed by the engineer. Disinfection shall be with a calcium hypochlorite and water mixture and the resulting chlorine residual in pipes shall be 5 parts per million and shall be maintained for a minimum of 24 hours. The system shall be thoroughly flushed after disinfection. The contractor shall coordinate discharge of chlorinated disinfection water with the Washington State Department of Ecology SW Regional Office; 7272 Cleanwater Lane, LU-11; Olympia, WA, 98504; (206) 753-2352. 2.17 The contractor shall provide safety systems for trench excavation that meet or exceed the requirements of the Washington Industrial Safety and Health Act, RCW 4917 for all trench excavation that exceeds a depth of 4 feet. 3. SANITARY SEWER TECHNICAL SPECIFICA TIONS Page 4 of 8 pages IISTA llJlJOBSIO::\O::OJ SERENI f'r HlJUSEIT<3c!ulIca! Sp<3lAICallons (Ioc 3.1 The sanitary sewer main shall be PVC conforming to the requirements of ASTM 03034-73, SOR 35. All PVC pipe shall have rubber ring and thickened bell joints. Solvent weld joints will not be permitted. All PVC pipe entering or leaving a concrete structure shall have a rubber sealing gasket, as supplied by the pipe manufacturer, firmly sealed perpendicular to the pipe axis, around the pipe exterior, and cast into the concrete structure. 3.2 Sanitary sewer manholes shall be as shown on the plans 3.3 Pipe bedding and backfill shall be in accordance with Sections 2.13 and 2.14 of these specifications 3.4 Pressure testing of sanitary sewer mains shall be with low air pressure after installation is complete. Low pressure air tests shall be done in accordance with the following procedures: Pipe plugs shall be placed at each open pipe end in manholes. The air test fitting type and location shall be at the contractors option. When all necessary test equipment is in place, a compressed air supply shall be attached to the air fitting on the test equipment and the air pressure within the line increased to four pounds per square inch. After the air supply is securely turned off or disconnected, there shall be a two-minute waiting period. In no case shall the air pressure within the line be less than 3.5 psi at the beginning of the test period. The test duration shall be two minutes and the allowable air pressure loss shall not exceed 1.0 psi. After completion of a test, the air pressure shall be released slowly through a valve incorporated in the test equipment. Air test plugs shall not be removed until the air pressure is no longer measurable. 3.5 The contractor shall provide safety systems for trench excavation that meet or exceed the requirements of the Washington Industrial Safety and Health Act, RCW 4917 for all trench excavation that exceeds a depth of 4 feet. 4. ASPHALT PAVEMENT 4.1 Asphalt concrete pavement shall be class "B" and comply with specifications in Section 5-04 of the State of Washington Standard Specifications for Road and Bridge Construction. Asphalt concrete pavement shall be compacted to the depth shown of the plans. TECHNICAL SPECIFICA TIONS Page 5 of 8 pages ' \\sn llJ\_J()13S\U_)\tJ~'(13 ,>EA':::i'v/ T\ hOUSE\ le,Up/cdl Sj;P,A/LB!/Od') lilY Crushed surfacing and gravel base shall comply with specifications in Sections 9-03.9(3) and 9-03.10, respectively, of the State of Washington Standard Specifications for Road and Bridge Construction. Surfacing shall be compacted to 95% of maximum Modified Proctor Density and base shall be compacted to 90% of maximum Modified Proctor Density in accordance with ASTM 0-1557 to the finished depths shown on the Plans. 5. EXCAVATION AND EMBANKMENT 5.1 Remove all vegetation and topsoil to expose firm subsoil at an approximate depth of 1 foot. Stockpile topsoil for later use in landscaped areas. 5.2 All driveway and parking area excavation and embankment shall be to the lines and grades shown on the plans. All cuts in undisturbed soil shall have a maximum slope of 2.0 horizontal to 1.0 vertical. All embankment shall be placed on prepared surfaces stripped of top soil, roots, stumps an other organic material. Embankment faces shall have a maximum slope of 2.0 horizontal to 1.0 vertical. Embankments in excess of 10 feet deep, on slopes steeper than 5.0 horizontal to vertical, shall be placed on prepared benches with vertical steps not in excess of 24 inches. 5.3 All fill material for road and building pad embankment shall be clean well graded granular material free from organics, rocks larger than 6 inch diameter, ice or other deleterious materials. All fill shall be compacted in 8 inch maximum loose thickness lifts to 95% of the maximum Modified Proctor density in accordance with ASTM 01557. 6. TRAFFIC CONTROL 6.1 All traffic control shall be in accordance with WSDOT Standard Specification 1-07.23 and City of Port Angeles requirements. 7. SIGNS & STRIPPING 7.1 All existing pavement striping and other paint shall be fully removed by abrasive grinding or by sand blasting. Additional requirements apply concerning pavement repair and cleaning in standard specification section 8-22.3(7). TECHNICAL SPECIFICA nONS Page 6 of 8 pages ',1ST -, l\.)\_)0i:3S\O~'\O::U3 SEF<E!\iITj !-rOUSE\ Tecl/tJ'l:.JI S02cli,caluJlIs ,10e 7.2 All pavement striping, arrows, handicap symbols, and other painted messages shall be applied by a firm or individual routinely engaged in this activity as a professional enterprise. Paint materials shall conform to WSDOT Standard Specification section 9-08. Paint application shall conform to Standard Specification section 8-22. Signs, as shown on the plans, are available from Seaton Identification Products, (800) 243-6624. TECHNICAL SPECIFICA TIONS Page 7 of 8 pages I\ST'\ IUL.i(id3\(l2IL120J SER::NI T\ ;-,OUSE\ TeLill11Cdi Spp,;,f'l aill"l, (Ioe .... 8. EROSION. SEDIMENTATION CONTROL 8.1 All clearing, grading, filling and drainage work shall conform to City of Port Angeles requirements. 8.2 The ditches and all areas disturbed by construction shall be planted with grass, to provide biofiltration of runoff and erosion control. 8.3 Upon completion of construction immediately revegetate all disturbed areas. The extent of the area of construction should be minimized. Existing vegetation around the construction site should be protected and maintained to the maximum extent posible. 8.4 Grass species shall be Kentucky Blue Grass, Tall Fescue, Perennial Rye or Chewing Fescue. The application rate shall be 120 pounds of seed per acre. All work shall be in accordance with section 11-5.4.3 of the Puget Sound Storm Water Management Manual. 8.5 Seeding success shall be evaluated one year after completion. If there is less than 40 % coverage, reseeding shall be performed using a different seed mixture and care regime. 8.6 Avoid construction during fall and winter or other periods likely to experience heavy-rainfall. During heave rain, place visqueen sheeting over areas with exposed soil. 8.7 During extremely dry periods dust control with sprinkling may be req u ired. 8.8 Upon completion of construction and periodically thereafter, accumulatea silt and other debris shall be removed from the ditches, culverts, and catch basins for proper disposal. 8.9 Siltation fences, check dams, straw bales or other methods to prevent or control erosion will be required as shown on the Plans and during construction as required by the Engineer. 9. SITE CLEANUP 9.1 Final site cleanup shall include removal of all construction debris, temporary erosion control and traffic control measures as applicable. 9.2 Final site cleanup shall be accomplished to the satisfaction of the owner. TECHNICAL SPECIFICA TlONS Page 8 of 8 pages lIS T -\ IUI_ IOBSILJ_'I,)_'OJ SERHv'T" ,-,OI.!Si\ '8GiIl'ICdl ~~p<"CdIL'E1lloiJS (/,,( VISSER ENCINEERINC STRUCTURAL CALCULATIONS Project: Serenity House Port Angeles, Washington Project No.: 02-112 Client: By: Date: Hays Architects Sequim, Washington Contact: Ken Hays Mike Visser, P.E. November 4, 2002 LtiC (;) 9 2Ii!Ii.' VI SSE R . ENCINEERINC Gravity Loads Roof Load: D p ywoo : E Roofing: Roof Trusses @ 24" O.c.: A (2) layers 5/8" Gypsum Wall Board: Misc.: D L p ywoo : o 1" Gypcrete Floor Joists at 16" O.c.: A 1 layer 5/8" Gypsum Wall Board: Misc.: D L Snow Load: 25.0 psf I Roof Slope: 4.5 in 12" Roof Slope = 20.556 degrees V Rs = (S/40) - 1/2 = 0.125 psf/deg E Design Snow Load: 24.93 psf L Floor Load: Item: Unit Weight: Light Storage: 125.0 psf psf " psf psf psf psf 125.0 psf o A D Project: 02-112 Client: ~ Date: 10/22/02 Page: 1.1 I r r I r I ..~ \(\ I I I I I IL_o LA-~~~ --L~~-Q ----_tE~-- --ltAc:J_ \/1fs:,u~ \I_ej" o 0 tJr("l... 1 \ pia E 0- 0 0 0 ~ _...~..... o 0, ~ ~ PA~ B I W ~ PIiI(br A :~ l~ .t , 7;0' J.-....lI., o 0 1."2.0 I _ \.f' I \9 I I I ], o ,-11 ~ -------11 ~ p,q~,. <i J ~ 011 ~ ~ ~~ -,. \\( "to '5~ P "2-0 <- \ -- 1.0 IF- - ~ .- MA.. _ O.18sG:, . (~ \1001 v=- 0. \\ 1. 1\ Io\()"~ '1..5 (~ -:. '"2.1. 2.- ~ ~t . (' - '2.1.1,~-/~." 'Z. :11-- ~ cJ~ 4v ~ "-\AJo e =- I . U l')O VI SSE R ENCINEERINC Project: 02-112 Client: Hm Date: 10/22/02 Page: 1.2.1 Lateral Load Calculation Building Portion: Part A: East-West S 1997 Working Stress Level Seismic Base Shear V = (2.5 Ca I / R) W / 1.4 Z = 0.3 For Zone 3 E Ca = 0.36 For soil type SD (cons.) I = I R = 5.5 - Bearing wall system with plywood shear walls I S Seismic Weight and Base Shear Distribution Level Unit Weight Tributary Area Wx Story Height Wxhx Fx Roof 20 psf 840 sf 16800 Ibs. 9 feet 151200 1963.6 lbs. Floor 17 psf o sf o lbs. o feet 0 o lbs. Floor o psf o sf o lbs. o feet 0 o lbs. I MUU Ibs. DLWU M I ISeismic Story Shears and Diaphragm Forces II I Level Story Shear, Vx Diaphragm Force Amplified Story Force I TI Roof 1963.6 lbs. 1964 lbs. 1964 lbs. Floor 1963.6 lbs. o lbs. 1964 lbs. Floor 1963.6 lbs. o lbs. 1964 lbs. C W Design Wind Loading: 1997 UBC Criteria Design Wind Speed: Wind Exposure: Wind Stagnation Pressure, qs: Gust Factor Coefficient, Ce: (0'-15') Gust Factor Coefficient, Ce: (20') Gust Factor Coefficient, Ce: (25') Gust Factor Coefficient, Ce: (30') Roof Pitch: Horizontal Pressure Coefficient for Roof, (Method 1): Pressure Coefficient, Cq: Design Wind Pressure: (0'-15') Design Wind Pressure: (20') Design Wind Pressure: (25') Design Wind Pressure: (30') 80 mph B 16.4 psf 0.62 0.67 0.72 0.76 6.00 In 12 1.00 1.3 13.2 psf 14.3 psf 15.3 psf 16.2 psf I N D IWind Load Calculation I Roof Height Level Height to Top Plate Length of Building Portion From Top Plate Fx Vx Roof 9 feet 30 feet 4 feet 3001.7 lbs. 3001 7 Ibs Floor o feet 30 feet N/A 1782.7 lbs. 4784.5 Ibs. Floor o feet 30 feet N/A o lbs. 47845 lbs VI SSE R ENCINEERINC Project: 02-112 Client: Hm Date: 10/22/02 Page: 1.2.2 Lateral Load Calculation Building Portion: Part A: North-South S 1997 Working Stress Level Seismic Base Shear V = (2.5 Ca I / R) W / 1.4 Z = 0.3 For Zone 3 E Ca = 0.36 For soil type SD (cons.) 1= 1 R = 5.5 - Bearing wall system with plywood shear walls 1 S Seismic Weight and Base Shear Distribution Level Unit Weight Tributary Area Wx Story Height Wxhx Fx Roof 20 psf 840 sf 16800 lbs. 9 feet 151200 1963.6 lbs. Floor 1 7 psf o sf o lbs. o feet 0 o lbs. Floor o psf o sf o lbs. o feet 0 o lbs. 1 blSUU Ibs. D 1:LUU M I ISeismic Story Shears and Diaphragm Forces II I Level Story Shear, Vx Diaphragm Force Amplified Story Force 1'1"1 Roof 1963.6Ibs. 1964 lbs. 1964 lbs. Floor 1963.6 lbs. o lbs. 1964 lbs. Floor 1963.6Ibs. o lbs. 1964 lbs. C W Design Wind Loading: 1997 UBC Criteria Design Wind Speed: Wind Exposure: Wind Stagnation Pressure, qs: Gust Factor Coefficient, Ce: (0'-15') Gust Factor Coefficient, Ce: (20') Gust Factor Coefficient, Ce: (25') Gust Factor Coefficient, Ce: (30') Roof Pitch: Horizontal Pressure Coefficient for Roof, (Method 1): Pressure Coefficient, Cq: Design Wind Pressure: (0'-15') Design Wind Pressure: (20') Design Wind Pressure: (25') Design Wind Pressure: (30') 80 mph B 16.4 psf 0.62 0.67 0.72 0.76 6.00 in 12 1.00 1.3 13.2 psf 14.3 psf 15.3 psf 16.2 psf I N D Wind Load Calculation , Roof Height Level Height to Top Plate Length of Building Portion From Top Plate Fx Vx Roof 9 feet 28 feet 5 feet 3086 Ibs. 3086 lbs. Floor o feet 28 feet N/A 1663.9Ibs. 4749.9 lbs Floor o feet 28 feet N/A o lbs. 4749.9 lbs VI SSE R ENCINEERINC Project: 02-112 Client: ~ Date: 10/22/02 Page: 1.2.3 Lateral Load Calculation Building Portion: Part B: East-West S 1997 Working Stress Level Seismic Base Shear V = (2.5 Ca I / R) W / 1.4 Z = 0.3 For Zone 3 E Ca = 0.36 For soil type SD (cons.) 1= 1 R = 5.5 - Bearing wall system with plywood shear walls s. S Seismic Weight and Base Shear Distribution Level Unit Weight Tributary Area Wx Story Height Wxhx Fx Roof 20 psf 4212 sf 84240 Ibs. 9 feet 758160 9846.2 Ibs. Floor 17 psf o sf o Ibs. o feet 0 o Ibs. Floor o psf o sf o Ibs. o feet 0 o Ibs. 84240 Ibs. 75810U M I ISeismic Story Shears and Diaphragm Forces II I Level Story Shear, Vx Diaphragm Force Amplified Story Force I TI Roof 9846.2 Ibs. 9846 Ibs. 9846 Ibs. Floor 9846.2 Ibs. o Ibs. 9846 Ibs. Floor 9846.2 Ibs. o Ibs. 9846 Ibs. C W Design Wind Loading: 1997 UBC Criteria Design Wind Speed: Wind Exposure: Wind Stagnation Pressure, qs: Gust Factor Coefficient, Ce: (0'-15') Gust Factor Coefficient, Ce: (20') Gust Factor Coefficient, Ce: (25') Gust Factor Coefficient, Ce: (30') Roof Pitch: Horizontal Pressure Coefficient for Roof, (Method 1): Pressure Coefficient, Cq: Design Wind Pressure: (0'-15') Design Wind Pressure: (20') Design Wind Pressure: (25') Design Wind Pressure: (30') 80 mph B 16.4 psf 0.62 0.67 0.72 0.76 6.00 in 12 1.00 1.3 13.2 psf 14.3 psf 15.3 psf 16.2 psf N D IWind Load Calculation '" I Roof Height Level Height to Top Plate Length of BUilding Portion From Top Plate Fx Vx Roof 9 feet 52 feet 11 feet 9134.8 Ibs 9134.8 Ibs Floor o feet 52 feet N/A 3090.1 Ibs. 12225 Ibs. Floor o feet 52 feet N/A o Ibs. 12225 Ibs. VI SSE R ENGINEERING Project: 02-112 Client: ~ Date: 10/22/02 Page: 1.2.4 Lateral Load Calculation Building Portion: Part B: North-South S 1997 Working Stress Level Seismic Base Shear V = (2.5 Ca I / R) W / 1.4 Z = 0.3 For Zone 3 E Ca = 0.36 For soil type SD (cons.) 1= 1 R = 5.5 - Bearing wall system with plywood shear walls I s. S Seismic Weight and Base Shear Distribution Level Unit Weight Tributary Area Wx Story Height Wxhx Fx Roof 20 psf 4212 sf 84240 Ibs. 9 feet 758160 9846.2 Ibs. Floor 17 psf o sf o Ibs. o feet 0 o Ibs. Floor o psf o sf o Ibs. o feet 0 o Ibs. 84240 Ibs. l:>lSIOU M I ISeismic Story Shears and Diaphragm Forces II I Level Story Shear, Vx Diaphragm Force Amplified Story Force 1'1"1 Roof 9846.2 Ibs. 9846 Ibs. 9846 Ibs. Floor 9846.2 Ibs. o Ibs. 9846 Ibs. Floor 9846.2 Ibs. o Ibs. 9846 Ibs. C W Design Wind Loading: 1997 UBC Criteria Design Wind Speed: Wind Exposure: Wind Stagnation Pressure, qs: Gust Factor Coefficient, Ce: (0'-15') Gust Factor Coefficient, Ce: (20') Gust Factor Coefficient, Ce: (25') Gust Factor Coefficient, Ce: (30') Roof Pitch: Horizontal Pressure Coefficient for Roof, (Method 1): Pressure Coefficient, Cq: Design Wind Pressure: (0'-15') Design Wind Pressure: (20') Design Wind Pressure: (25') Design Wind Pressure: (30') 80 mph B 16.4 psf 0.62 0.67 0.72 0.76 6.00 in 12 1.30 1.3 13.2 psf 14.3 psf 15.3 psf 16.2 psf N D Wind Load Calculation Roof Height Level Height to Top Plate Length of Building Portion From Top Plate Fx Vx Roof 9 feet 81 feet 9 feet 14673 Ibs. 14673 Ibs Floor o feet 81 feet N/A 4813.4 Ibs. 19487 lbs. Floor o feet 81 feet N/A o Ibs. 19487 Ibs VI SSE R . ENCINEERINC Lateral Load Calculation Building Portion: Part E: East-West Project: 02-112 Client: ~ Date: 10/22/02 Page: 1.2.5 S 1997 Working Stress Level Seismic Base Shear V = (2.5 Ca I / R) W / 1.4 Z = 0.3 For Zone 3 E Ca = 0.36 For soil type SD (cons.) I = I R = 5.5 - Bearing wall system with plywood shear walls I s. S Seismic Weight and Base Shear Distribution Level Unit Weight Tributary Area Wx Story Height Wxhx Fx Roof 20 psf 3 151 sf 63020 Ibs. 9 feet 567180 7366 Ibs. Floor 17 psf o sf o Ibs. o feet 0 o Ibs. Floor o psf o sf o Ibs. o feet 0 o Ibs. 63020 lbs. ')tJ/llSU M I ISeismic Story Shears and Diaphragm Forces II I Level Story Shear, Vx Diaphragm Force Amplified Story Force I TI Roof 7366 Ibs. 7366 Ibs. 7366 lbs. Floor 7366 Ibs. o Ibs. 7366 Ibs. Floor 7366 Ibs. o Ibs. 7366 Ibs. C w Design Wind Loading: 1997 UBC Criteria Design Wind Speed: Wind Exposure: Wind Stagnation Pressure, qs: Gust Factor Coefficient, Ce: (0'-15') Gust Factor Coefficient, Ce: (20') Gust Factor Coefficient, Ce: (25') Gust Factor Coefficient, Ce: (30') Roof Pitch: Horizontal Pressure Coefficient for Roof, (Method 1): Pressure Coefficient, Cq: Design Wind Pressure: (0'-15') Design Wind Pressure: (20') Design Wind Pressure: (25') Design Wind Pressure: (30') 80 mph B 16.4 psf 0.62 0.67 0.72 0.76 6.00 in 12 1.00 1.3 13.2 psf 14.3 psf 15.3 psf 16.2 psf I N D IWind Load Calculation '" I Roof Height Level Height to Top Plate Length of Building Portion From Top Plate Fx Vx Roof 9 feet 65 feet 6 feet 7824.3 lbs. 7824.3 Ibs. Floor o feet 65 feet N/A 3862.6 lbs. 11687 lbs. Floor o feet 65 feet N/A o Ibs. 11687 lbs. VI SSE R ENCINEERINC Lateral Load Calculation Building Portion: Part E: North-South Project: 02-112 Client: ~ Date: 10/22/02 Page: 1.2.6 S 1997 Working Stress Level Seismic Base Shear V = (2.5 Ca I / R) W / 1.4 Z = 0.3 For Zone 3 E Ca = 0.36 For soil type SD (cons.) 1= 1 R = 5.5 - Bearing wall system with plywood shear walls s. Seismic Weight and Base Shear Distribution Level Unit Weight Tributary Area Wx Story Height Wxhx Fx Roof 20 psf 3151 sf 63020 Ibs. 9 feet 567180 7366 Ibs. Floor 17 psf o sf o Ibs. o feet 0 o Ibs. Floor o psf o sf o Ibs. o feet 0 o Ibs. oJU:LU Ibs. )O/llSU S M ISeismic Story Shears and Diaphragm Forces II I Level Story Shear, Vx Diaphragm Force Amplified Story Force 1'1"1 Roof 7366 Ibs. 7366 Ibs 7366 Ibs. Floor 7366 Ibs. o Ibs. 7366 Ibs. Floor 7366 Ibs. o Ibs. 7366 Ibs. I C W Design Wind Loading: 1997 UBC Criteria Design Wind Speed: Wind Exposure: Wind Stagnation Pressure, qs: Gust Factor Coefficient, Ce: (0'-15') Gust Factor Coefficient, Ce: (20') Gust Factor Coefficient, Ce: (25') Gust Factor Coefficient, Ce: (30') Roof Pitch: Horizontal Pressure Coefficient for Roof, (Method I): Pressure Coefficient, Cq: Design Wind Pressure: (0'-15') Design Wind Pressure: (20') Design Wind Pressure: (25') Design Wind Pressure: (30') I N 80 mph B 16.4 psf 0.62 0.67 0.72 0.76 6.00 in 12 1.30 1.3 13.2 psf 14.3 psf 15.3 psf 16.2 psf IWind Load Calculation " I Roof Height Level Height to Top Plate Length of Building Portion From Top Plate Fx Vx Roof 9 feet 53 feet 5 feet 6649 Ibs. 6649 Ibs Floor o feet 53 feet N/A 3149.5 Ibs. 9798.5 Ibs. Floor o feet 53 feet N/A o Ibs. 9798.5 Ibs. D VI SSE R ENCINEERINC Project: 02-112 Client: Hm Date: 10/22/02 Page: 1.2.7 Lateral Load Calculation Building Portion: Part G: East-West S 1997 Working Stress Level Seismic Base Shear V = (2.5 Ca I / R) W / 1.4 Z = 0.3 For Zone 3 E Ca = 0.36 For soil type SD (cons.) 1= 1 R = 5.5 - Bearing wall system with plywood shear walls I s. S Seismic Weight and Base Shear Distribution Level Unit Weight Tributary Area Wx Story Height Wxhx Fx Roof 20 psf 1520 sf 30400 lbs. 9 feet 273600 3553.2 lbs. Floor 17 psf o sf o lbs. o feet 0 o lbs. Floor o psf o sf o lbs. o feet 0 o lbs. JU4UU Ibs. M I ISeismic Story Shears and Diaphragm Forces II I Level Story Shear, Vx Diaphragm Force Amplified Story Force 1'1"1 Roof 3553.2 Ibs. 3553 Ibs. 3553 Ibs. Floor 3553.2 Ibs. o Ibs. 3553 Ibs. Floor 3553.2 Ibs. o Ibs. 3553 Ibs. C W Design Wind Loading: 1997 UBC Criteria Design Wind Speed: Wind Exposure: Wmd Stagnation Pressure, qs: Gust Factor Coefficient, Ce: (0'-15') Gust Factor Coefficient, Ce: (20') Gust Factor Coefficient, Ce: (25') Gust Factor Coefficient, Ce: (30') Roof Pitch: HOrizontal Pressure Coefficient for Roof, (Method 1): Pressure Coefficient, Cq: Design Wind Pressure: (0'-15') Design Wind Pressure: (20') Design Wind Pressure: (25') Design Wind Pressure: (30') , I 80 mph B 16.4 psf 0.62 0.67 0.72 0.76 6.00 in 12 1.30 1.3 13.2 psf 14.3 psf 15.3 psf 16.2 psf N D IWind Load Calculation r I Roof Height Level Height to Top Plate Length of Building Portion From Top Plate Fx Vx Roof 9 feet 41 feet 4 feet 4602.1 lbs. 4602.1 Ibs. Floor o feet 41 feet N/A 2436.4 lbs. 7038 Sibs Floor o feet 41 feet N/A o lbs. 7038.5 lbs VI SSE R ENGINEERING Project: 02-112 Client: Hm Date: 10/22/02 Page: 1.2.8 Lateral Load Calculation Building Portion: Part G: North-South S 1997 Working Stress Level Seismic Base Shear V = (2.5 Ca II R) W / 1.4 Z = 0.3 For Zone 3 E Ca = 0.36 For soil type SD (cons.) 1= 1 R = 5.5 - Bearing wall system with plywood shear walls s. S Seismic Weight and Base Shear Distribution Level Unit Weight Tributary Area Wx Story Height Wxhx Fx Roof 20 psf 1520 sf 30400 lbs. 9 feet 273600 3553.2 lbs. Floor 17 psf o sf o lbs. o feet 0 o lbs. Floor o psf o sf o Ibs. o feet 0 o lbs. 30400 Ibs. ~/jOUU M I ISeismic Story Shears and Diaphragm Forces II I Level Story Shear, Vx Diaphragm Force Amplified Story Force I TI Roof 3553.2 lbs. 3553 lbs. 3553 lbs. Floor 3553.2 1bs. o 1bs. 3553 lbs. Floor 3553.2 lbs. o 1bs. 3553 1bs. C W Design Wind Loading: 1997 UBC Criteria Design Wind Speed: Wind Exposure: Wind Stagnation Pressure, qs: Gust Factor Coefficient, Ce: (0'-15') Gust Factor Coefficient, Ce: (20') Gust Factor Coefficient, Ce: (25') Gust Factor Coefficient, Ce: (30') Roof Pitch: Horizontal Pressure Coefficient for Roof, (Method 1): Pressure Coefficient, Cq: Design Wind Pressure: (0'-15') Design Wind Pressure: (20') Design Wind Pressure: (25') Design Wind Pressure: (30') 80 mph B 16.4 psf 0.62 0.67 0.72 0.76 6.00 in 12 1.00 1.3 13.2 psf 14.3 psf 15.3 psf 16.2 psf I N D IWind Load Calculation .' I Roof Height Level Height to Top Plate Length of Building Portion From Top Plate Fx Vx Roof 9 feet 38 feet 5 feet 4188.2 Ibs. 4188.2 lbs. Floor o feet 38 feet N/A 2258.1 1bs. 6446.3 lbs. Floor o feet 38 feet N/A o lbs. 6446.3 Ibs. VI SSE R ENCINEERINC Lateral Load Calculation Building Portion: Mezzanine Project: 02-112 Client: Hax.s. Date: 10/22/02 Page: 1.2.9 S 1997 Working Stress Level Seismic Base Shear V = (2.5 Ca II R) W / 1.4 Z = 0.3 For Zone 3 E Ca = 0.36 For soil type SD (cons.) 1= 1 R = 5.5 - Bearing wall system with plywood shear walls I s. Seismic Weight and Base Shear Distribution Level Unit Weight Tributary Area Wx Story Height Wxhx Fx Roof o psf o sf o lbs. 9 feet 0 o lbs. Floor 53.25 psf 560 sf 29820 lbs. 9 feet 268380 3485.5 lbs. Floor o psf o sf o lbs. o feet 0 o lbs. 2YlfLU Ibs. S M ISeismic Story Shears and Diaphragm Forces II I Level Story Shear, Vx Diaphragm Force Amplified Story Force 1'1"1 Roof o lbs. #DIV/O! lbs. o lbs. Floor 3485.5 lbs. 3485 lbs. 3485 lbs. Floor 3485.5 lbs. o lbs. 3485 lbs. I C W Design Wind Loading: 1997 UBC Criteria Design Wind Speed: Wind Exposure: Wind Stagnation Pressure, qs: Gust Factor Coefficient, Ce: (0'-15') Gust Factor Coefficient, Ce: (20') Gust Factor Coefficient, Ce: (25') Gust Factor Coefficient, Ce: (30') Roof Pitch: Horizontal Pressure Coefficient for Roof, (Method 1): Pressure Coefficient, Cq: Design Wind Pressure: (0'-15') Design Wind Pressure: (20') Design Wind Pressure: (25') Design Wind Pressure: (30') I N o mph B 0.0 psf 0.62 0.67 0.72 0.76 6.00 in 12 1.00 1.3 0.0 psf 0.0 psf 0.0 psf 0.0 psf IWind Load Calculation " I Roof Height Level Height to Top Plate Length of Building Portion From Top Plate Fx Vx Roof o feet o feet o feet o lbs. o Ibs Floor o feet o feet N/A o lbs. o lbs Floor o feet o feet N/A o lbs. o lbs D VI SSE R ENCINEERINC Project: 02-112 Client: Hays Simple Beam Design Beam Number: 12.16 Beam Length: 18.5 feet Date: 10/22/02 Page:.).2.1 2.. U L Dead Load: Unit Weight Beg. trib width End trib width Roof: 18 psf 1.33 feet 1.33 feet Floor: 22 psf o feet o feet Wall beginning Wall ending Int. wall: 80 plf o feet o feet Ext. wall: 0 plf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds o A D Live Load: Unit Weight Beg. trib width End trib width Floor: 125 psf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds I N G Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf 1.33 feet 1.33 feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds D Reactions Dead Load Live Load Snow Load Beginning 221 pounds o pounds 307.56 pounds End 221 pounds o pounds 307.56 pounds E Member Forces Dead+Live Dead+Llve+Snow Maxinum Bending Moment: 1024 ft.-Ibs. 2446.7 ft.-Ibs. Maximum Shear:. 199 Ibs. 475 Ibs. .Taken distance 'd' from support S Allowable Stresses LDF = 1 LDF = 1.15 Modifiers Bending, Fb (+) 850 psi 978 psi eF- 1 Bending, Fb (+) 850 psi 978 psi CR= 1.00 Shear, Fv 75 psi 86 psi .- Elasticity, E 1,300,000 psi 1,300,000 psi I G N Required Section Properties Provided Section Properties Area, A = 8.27 in.^2 Area, A - 16.88 in.^2 Sect. Mod., S = 30.04 in.^3 Section Modulus 31.64 in. ^3 Mom. of Iner., I = 124.09 in.^4 1= 177.98 in.^4 II x 12 Hem-Fir #2 II Provide: 2 l)~lf!L_ T J-Beam TN v5 55 Serial Number 700111259 BEAMUSA 1001 10/22/01 21101 PM Page 1 of 1 Build Code 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Joist 11.16 ?-', 1..-. L"'L \ 11.875" T JI@/L65 JOIST @ 16.0" ole J ~~ , 16' L I ,[!] , h Product Diagram is Conceptual. LOADS: I Analysis for JOist Member Supporting FLOOR - RES. Application. Loads(psf): 125 Live at 100% duration, 22 Dead; 0 Partition SUPPORTS: INPUT WIDTH 1 2x4 Plate 3.50" 2 Parallam@ PSL, PPCB 3.50" BEARING LENGTH 3.5" Hanger REACTIONS(lbs. ) L1VElDEADfTOT. 1326/233/1560 1340/236/1576 PLY DEPTH DETAIL OTHER 1 11.9" T JI@ Blocking Panel 1 11.9" HANGERS: Simpson Strong-Tie Connectors@ REVERSE T.F. T F MODEL SLOPE SKEW FLANGES OFFSET SLOPE Right Face MIU311* No No NIA NIA - Nailing. RIght (MIU311*) - Face. 16-10d , Top: NIA, Member. 2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL Shear(lb) 1519 1519 1925 Passed(79%) Reactlon(lb) 1519 1519 1519 Passed(100%) Moment(ft-Ib) 5886 5886 6510 Passed(90%) Live Defl (in) 0485 0.500 Passed(U383) Total Defl.(In) 0.571 0.775 Passed(U326) - Allowable moment was increased for repetitive member usage - Deflection Criteria: STANDARD(LL: 0.5", TL:U240). - Deflection analYSIS is based on composite action With single layer of the appropriate span-rated, GLUED & NAILED wood decking - Braclng(Lu)' All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper attachment and positioning of lateral bracing IS required to achieve member stability. LOCATION Rt. end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sIzing of its products by thiS software will be accomplished in accordance With T J product deSign criteria and code accepted design values The specific product application, Input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate - Not all products are readily available. Check with your supplier or T J technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL YI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analYZing the T J Commercial product listed above. " PROJECT INFORMATION 02-112 Serenity House OPERATOR INFORMATION: Visser Engineering Mike 19062 SE 320th St Kent, WA 98042 253.630.4530 253.630.8151 :opynght C 2000 by Trus JOist, a Weyemaeuser Business T J-Pro TN and T J-Beam TN are trademarks ofTrus JOist "Jlf) and Parallamf) are registered trademarks of Trus Joist ,Impson Strong-Tie Connectors<<') Is a registered trademark of Simpson Strong-Tie Company, Inc VIS 5 E R ENCINEERINC Project: 02-112 Client: Hays Simple Beam Design Beam Number: HI Beam Length: 4.5 feet Date: 10/22/02 Page: 2.2.1 L Dead Load: Unit Weight Beg. trib width End trib width Roof: 18 psf 22 feet 22 feet Floor: 22 psf o feet o feet Wall beginning Wall ending Int. wall: 80 plf o feet o feet Ext. wall: 0 plf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds o A D Live Load: Unit Weight Beg. trib width End trib width Floor: 125 psf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds I N G Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf 22 feet 22 feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds o Reactions Dead Load Live Load Snow Load Beginning 891 pounds o pounds 1237.5 pounds End 891 pounds o pounds 1237.5 pounds E Member Forces Dead+Live Dead+Live+Snow Maxinum Bending Moment: 1002 ft.-lbs. 2394.6 ft.-Ibs. Maximum Shear: * 586 Ibs. 1399 Ibs. *Taken distance 'd' from support S Allowable Stresses LDF = I LDF = 1.15 Modifiers Bending, Fb (+) 935 psi 1,075 psi CF- 1.1 Bending, Fb (+) 935 psi 1,075 psi CR= 1.00 Shear, Fv 75 psi 86 psi Elasticity, E 1,300,000 psi 1,300,000 psi " I G N Required Section Properties Provided Section Properties Area, A - 24.34 in.^2 Area, A - 27.75 in.^2 Sect. Mod., S = 26.72 in.^3 Section Modulus 42.78 in.^3 Mom. of Iner., I 29.54 in.^4 1= 197.86 in.^4 II x 10 Hem-Fir #2 II Provide: 2 2 VI SSE R ENCINEERINC Project: 02-112 Client: Hays Simple Beam Design Beam Number: H2 Beam Length: 7 feet Date: 10/22/02 Page: 2.2.2 L Dead Load: Unit Weight Beg. trib width End trib width Roof: 18 psf 22 feet 22 feet Floor: 22 psf o feet o feet Wall beginning Wall ending Int. wall: 80 plf o feet o feet Ext. wall: 0 plf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds o A D Live Load: Unit Weight Beg. trib width End trib width Floor: 125 psf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds I N G Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf 22 feet 22 feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds D Reactions Dead Load Live Load Snow Load Beginning 1386 pounds o pounds 1925 pounds End 1386 pounds o pounds 1925 pounds E Member Forces Dead+Live Dead+ Live+Snow Maxinum Bending Moment: 2426 ft.-Ibs. 5794.3 ft.-Ibs. Maximum Shear: * 1081 Ibs. 2582 Ibs. *Taken distance 'd' from support S Allowable Stresses LDF = 1 LDF = 1.15 Modifiers Bending, Fb (+) 963 psi 1,107 psi CF- 1.1 Bending, Fb (+) 963 psi 1,107 psi CR= 1.00 Shear, Fv 95 psi 109 psi r Elasticity, E 1,600,000 psi 1,600,000 psi I G N Required Section Properties Provided Section Properties Area, A - 35.45 in.^2 Area, A - 41.63 m.^2 Sect. Mod., S = 62.82 in. ^3 Section Modulus 64.17 in.^3 Mom. of Iner., I 90.35 in.^4 1= 296.79 in.^4 II x 10 Doug. Fir #2 II Provide: 3 2 VI SSE R ENCINEERINC Project: 02-112 Client: Hays Simple Beam Design Beam Number: H3 Beam Length: 3.3 feet Date: 10/22/02 Page: 2.2.3 L Dead Load: Unit Weight Beg. trib width End trib width Roof: 18 psf 40.5 feet 40.5 feet Floor: 22 psf o feet o feet Wall beginning Wall ending Int. wall: 80 plf o feet o feet Ext. wall: 0 plf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds o A D Live Load: Unit Weight Beg. trib width End trib width Floor: 125 psf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds I N G Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf 40.5 feet 40.5 feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds D Reactions Dead Load Live Load Snow Load Beginning 1185 pounds o pounds 1645.3 pounds End 1185 pounds o pounds 1645.3 pounds E Member Forces Dead+Live Dead+Live+Snow Maxinum Bending Moment: 963 ft.-Ibs. 2299.3 ft.-Ibs. Maximum Shear:* 623 lbs. 1488 lbs. *Taken distance 'd' from support S Allowable Stresses LDF = I LDF = 1.15 Modifiers Bending, Fb (+) 935 psi 1,075 psi CF- 1.1 Bending, Fb (+) 935 psi 1,075 psi CR= 1.00 Shear, Fv 75 psi 86 psi p Elasticity, E 1,300,000 psi 1,300,000 psi I G N Required Section Properties Provided Section Properties Area, A = 25.87 in.^2 Area, A - 27.75 in.^2 Sect. Mod., S = 25.66 in.^3 Section Modulus 42.78 in.^3 Mom. of Iner., I 20.49 in.^4 1= 197.86 in.^4 II x 10 Hem-Fir #2 II Provide: 2 2 VI SSE R . ENCINEERINC Project: 02-112 Client: Hays Simple Beam Design Beam Number: H4 Beam Length: 6.5 feet Date: 10/22/02 Page: 2.2.4 L Dead Load: Unit Weight Beg. trib width End trib width Roof: 18 psf 40.5 feet 40.5 feet Floor: 22 psf o feet o feet Wall beginning Wall ending Int. wall: 80 plf o feet o feet Ext. wall: 0 plf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds o A D Live Load: Unit Weight Beg. trib width End trib width Floor: 125 psf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds I N G Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf 40.5 feet 40.5 feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds D Reactions Dead Load Live Load Snow Load Beginning 2369 pounds o pounds 3290.6 pounds End 2369 pounds o pounds 3290.6 pounds E Member Forces Dead+Live Dead+Live+Snow Maxinum Bending Moment: 3850 ft.-lbs. 9197.3 ft.-lbs. Maximum Shear: * 1640 lbs. 3918 lbs. *Taken distance 'd' from support s Allowable Stresses LDF = 1 LDF = 1.15 Modifiers Bending, Fb (+) 2,400 psi 2,760 psi CF- 1 Bending, Fb (+) 2,400 psi 2,760 psi CR= 1.00 Shear, Fv 165 psi 190 psi , Elasticity, E 1,800,000 psi 1,800,000 psi I G N Required Section Properties Provided Section Properties Area, A - 30.98 in.^2 Area, A - 37.50 in.^2 Sect. Mod., S = 39.99 in.^3 Section Modulus 75.00 in.^3 Mom. of Iner., I /18.37 in.^4 1= 450.00 in.^4 II x 12 Glu-lam,24F-V4 II Provide: 3.125 VI SSE R ENCINEERINC Project: 02-112 Client: Hays Simple Beam Design Beam Number: H5 Beam Length: 3.5 feet Date: 10/22/02 Page: 2.2.5 L Dead Load: Unit Weight Beg. trib width End trib width Roof: 18 psf o feet o feet Floor: 22 psf 8 feet 8 feet Wall beginning Wall ending Int. wall: 80 plf o feet 3.5 feet Ext. wall: 0 plf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds o A D Live Load: Unit Weight Beg. trib width End trib width Floor: 125 psf 8 feet 8 feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds I N G Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds D Reactions Dead Load Live Load Snow Load Beginning 448 pounds 1750 pounds o pounds End 448 pounds 1750 pounds o pounds E Member Forces Dead+Live Dead+Live+Snow Maxinum Bending Moment: 1923 ft.-Ibs. 1923.3 ft.-lbs. Maximum Shear:* 1292 Ibs. 1292 Ibs. *Taken distance 'd' from support S Allowable Stresses LDF = 1 LDF = 1.15 Modifiers Bending, Fb (+) 935 psi 1,075 psi CF= 1.1 Bending, Fb (+) 935 psi 1,075 psi CR= 1.00 Shear, Fv 75 psi 86 psi p Elasticity, E 1,300,000 psi 1,300,000 psi I G N Required Section Properties Provided Section Properties Area, A - 25.83 in.^2 Area, A = 41.63 in.^2 Sect. Mod., S = 24.68 in.^3 Section Modulus 64.17 in.^3 Mom. of Iner., I 22.04 in.^4 1= 296.79 in.^4 II x 10 Hem-Fir #2 II Provide: 3 2 VI SSE R . ENCINEERINC Project: 02-112 Client: Hays Simple Beam Design Beam Number: H6 Beam Length: 9 feet Date: 10/22/02 Page: 2.2.6 L Dead Load: Unit Weight Beg. trib width End trib width Roof: 18 psf o feet o feet Floor: 22 psf 8 feet 8 feet Wall beginning Wall ending Int. wall: 80 plf o feet 9 feet Ext. wall: 0 plf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds o A D Live Load: Unit Weight Beg. trib width End trib width Floor: 125 psf 8 feet 8 feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds I N G Snow Load: unit weight Beg. trib Width End trib width Roof: 25 psf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds D Reactions Dead Load Live Load Snow Load Beginning 1152 pounds 4500 pounds o pounds End 1152 pounds 4500 pounds o pounds E Member Forces Dead+Live Dead+Live+Snow Maxinum Bending Moment: 12717 ft.-Ibs. 12717 ft.-Ibs. Maximum Shear:. 4329 Ibs. 4329 Ibs. .Taken distance 'd' from support S Allowable Stresses LDF = 1 LDF = 1.15 Modifiers Bending, Fb (+) 2,369 psi 2,724 pSI CF- 0.987 Bending, Fb (+) 2,369 psi 2,724 psi CR= 1.00 Shear, Fv 165 psi 190 psi ,- Elasticity, E 1,800,000 psi 1,800,000 psi I G N Required Section Properties Provided Section Properties Area, A - 39.35 in.^2 Area, A - 42.19 in.^2 Sect. Mod., S = 64.42 in.^3 Section Modulus 94.92 in.^3 Mom. of Iner., I 270.64 in.^4 1= 640.72 in.^4 II x 13.5 Glu-lam,24F-V4 II Provide: 3.125 VI SSE R ENCINEERINC Project: 02-112 Client: Hays Simple Beam Design Beam Number: 1 Beam Length: 16 feet Date: 10/22/02 Page: 2.3.1 L Dead Load: Unit Weight Beg. trib width End trib width Roof: 18 psf 17.5 feet 17.5 feet Floor: 22 psf o feet o feet Wall beginning Wall ending Int. wall: 80 plf o feet o feet Ext. wall: 0 plf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds o A D Live Load: Unit Weight Beg. trib width End trib width Floor: 125 psf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds I N G Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf 17.5 feet 17.5 feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds D Reactions Dead Load Live Load Snow Load Beginning 2520 pounds o pounds 3500 pounds End 2520 pounds o pounds 3500 pounds E Member Forces Dead+Live Dead+ Live+Snow Maxinum Bending Moment: 10080 ft.-Ibs. 24080 ft.-Ibs. Maximum Shear:* 2126 Ibs. 5079 Ibs. *Taken distance 'd' from support S Allowable Stresses LDF = I LDF = 1.15 Modifiers Bending, Fb (+) 2,341 psi 2,692 psi CF- 0.9755 Bending, Fb (+) 2,341 psi 2,692 psi CR= 1.00 Shear, Fv 165 psi 190 psi , Elasticity, E 1,800,000 psi 1,800,000 psi I G N Required Section Properties Provided Section Properties Area, A - 40.15 in.^2 Area, A - 46.88 in.^2 Sect. Mod., S = 107.32 in.^3 Section Modulus 117.19 in.^3 Mom. of Iner., I 762.85 in.^4 1= 878.91 in. ^4 II x 15 Glu-lam,24F-V4 II Provide: 3.125 VI SSE R ENCINEERINC Project: 02-112 Client: Hays Simple Beam Design Beam Number: 2 Beam Length: 9 feet Date: 10/22/02 Page: 2.3.2 L Dead Load: Unit Weight Beg. trib width End trib width Roof: 18 psf 18 feet 18 feet Floor: 22 psf o feet o feet Wall beginning Wall ending Int. wall: 80 plf o feet o feet Ext. wall: 0 plf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds o A D Live Load: Unit Weight Beg. trib width End trib width Floor: 125 psf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds I N G Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf 18 feet 18 feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds D Reactions Dead Load Live Load Snow Load Beginning 1458 pounds o pounds 2025 pounds End 1458 pounds o pounds 2025 pounds E Member Forces Dead+Live Dead+Live+Snow Maxinum Bending Moment: 3281 ft.-Ibs. 7836.8 ft.-Ibs. Maximum Shear: * 1215 Ibs. 2903 Ibs *Taken distance 'd' from support S Allowable Stresses LDF = 1 LDF = 1.15 Modifiers Bending, Fb (+) 2,400 psi 2,760 psi CF- 1 Bending, Fb (+) 2,400 psi 2,760 psi CR= 1.00 Shear, Fv 165 psi 190 psi ,- Elasticity, E 1,800,000 psi 1,800,000 psi I G N Required Section Properties Provided Section Properties Area, A - 22.94 in.^2 Area, A - 46.13 in. ^2 Sect. Mod., S = 34.07 in.^3 Section Modulus 69.19 in.^3 Mom. ofIner., I 139.65 in.^4 1= 311.34 in.^4 II x 9 Glu-lam,24F-V4 II Provide: 5.125 VI SSE R ENCINEERINC Project: 02-112 Client: Hays Simple Beam Design Beam Number: 3 Beam Length: 9 feet Date: 10/22/02 Page: 2.3.3 L Dead Load: Unit Weight Beg. trib width End trib width Roof: 18 psf 2 feet 2 feet Floor: 22 psf o feet o feet Wall beginning Wall ending Int. wall: 80 plf o feet o feet Ext. wall: 0 plf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds o A D Live Load: Unit Weight Beg. trib width End trib width Floor: 125 psf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds I N G Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf 2 feet 2 feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds D Reactions Dead Load Live Load Snow Load Beginning 162 pounds o pounds 225 pounds End 162 pounds o pounds 225 pounds E Member Forces Dead+Live Dead+Live+Snow Maxinum Bending Moment: 365 ft.-Ibs. 870.75 ft.-Ibs. Maximum Shear:* 140 Ibs. 335 Ibs. *Taken distance 'd' from support S Allowable Stresses LDF = I LDF = 1.15 Modifiers Bending, Fb (+) 1,105 psi 1,271 pSI CF- 1.3 Bending, Fb (+) 1,105 psi 1,271 psi CR= 1.00 Shear, Fv 75 psi 86 psi ,- Elasticity, E 1,300,000 psi 1,300,000 psi I G N Required Section Properties Provided Section Properties Area, A - 5.83 in.^2 Area, A - 25.38 m.^2 Sect. Mod., S = 8.22 in.^3 Section Modulus 30.66 in.^3 Mom. of Iner., I 21.48 in.^4 1= 111.15 in.^4 II x 8 Hem-Fir #2 II Provide: 4 ~~ VI SSE R ENCINEERINC Project: 02-112 Client: Hays Simple Beam Design Beam Number: 4 Beam Length: 8 feet Date: 10/22/02 Page: 2.3.4 L Dead Load: Unit Weight Beg. trib width End trib width Roof: 18 psf 28 feet 28 feet Floor: 22 psf o feet o feet Wall beginning Wall ending 1nt. wall: 80 plf o feet o feet Ext. wall: 0 plf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds o A D Live Load: Unit Weight Beg. trib width End trib width Floor: 125 psf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds I N G Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf 28 feet 28 feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds D Reactions Dead Load Live Load Snow Load Beginning 2016 pounds o pounds 2800 pounds End 2016 pounds o pounds 2800 pounds E Member Forces Dead+Live Dead+Live+Snow Maxinum Bending Moment: 4032 ft.-Ibs. 9632 ft.-Ibs. Maximum Shear: * 1638 Ibs. 3913 Ibs. *Taken distance 'd' from support S Allowable Stresses LDF = 1 LDF = 1.15 Modifiers Bending, Fb (+) 2,400 psi 2,760 psi CF- 1 Bending, Fb (+) 2,400 psi 2,760 psi CR= 1.00 Shear, Fv 165 psi 190 psi ,- Elasticity, E 1,800,000 psi 1,800,000 psi I G N Required Section Properties Provided Section Properties Area, A = 30.93 in.^2 Area, A = 46.13 in.^2 Sect. Mod., S = 41.88 in.^3 Section Modulus 69.19 in.^3 Mom. of Iner., I 152.57 in. ^4 1= 311.34 in.^4 II x 9 Glu-lam,24F-V4 II Provide: 5.125 VI SSE R . ENCINEERINC Project: 02-112 Client: Hays Simple Beam Design Beam Number: 5 Beam Length: 5 feet Date: 10/22/02 Page: 2.3.5 L Dead Load: Unit Weight Beg. trib width End trib width Roof: 18 psf 40.5 feet 40.5 feet Floor: 22 psf o feet o feet Wall beginning Wall ending Int. wall: 80 plf o feet o feet Ext. wall: 0 plf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds o A D Live Load: Unit Weight Beg. trib width End trib width Floor: 125 psf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds I N G Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf 40.5 feet 40.5 feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds Reactions Dead Load Live Load Snow Load Beginning 1823 pounds o pounds 2531.3 pounds End 1823 pounds o pounds 2531.3 pounds D E Member Forces Dead+Live Dead+Live+Snow Maxinum Bending Moment: 2278 ft.-lbs. 5442.2 ft.-lbs. Maximum Shear:* 1276 lbs. 3048 lbs. *Taken distance 'd' from support S Allowable Stresses LDF = 1 LDF = 1.15 Modifiers Bending, Fb (+) 2,400 psi 2,760 psi CF= 1 Bending, Fb (+) 2,400 psi 2,760 psi CR= 1.00 Shear, Fv 165 psi 190 psi " Elasticity, E 1,800,000 psi 1,800,000 psi I G N Required Section Properties Provided Section Properties Area, A - 24.09 in.^2 Area, A - 28.13 in.^2 Sect. Mod., S = 23.66 in.^3 Section Modulus 42.19 in.^3 Mom. of Iner , I 53.88 in.^4 I= 189.84 in.^4 II x 9 Glu-lam,24F-V4 II Provide: 3.125 VI SSE R ENCINEERINC Project: 02-112 Client: Hays Simple Beam Design Beam Number: 11 Beam Length: 16 feet Date: 10/22/02 Page: 2.4.1 L Dead Load: Unit Weight Beg. trib width End trib width Roof: 18 psf o feet o feet Floor: 22 psf 1.33 feet 1.33 feet Wall beginning Wall ending Operable wall: 100 plf o feet 16 feet Ext. wall: 0 plf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds o A D Live Load: Unit Weight Beg. trib width End trib width Floor: 125 psf 1.33 feet 1.33 feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds I N G Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf o feet o feet Beam Reactions: Location Reaction Beam # 0 o feet o pounds Beam # 0 o feet o pounds Beam # 0 o feet o pounds D Reactions Dead Load Live Load Snow Load Beginning 1034 pounds 1330 pounds o pounds End 1034 pounds 1330 pounds o pounds E Member Forces Dead+Live Dead+Live+Snow Maxinum Bending Moment: 9456 ft.-Ibs. 9456.3 ft.-Ibs. Maximum Shear:* 2171 Ibs. 2171 Ibs. *Taken distance 'dO from support S Allowable Stresses LDF = 1 LDF = 1.15 Modifiers Bending, Fb (+) 2,900 psi 3,335 psi CF- 1 Bending, Fb (+) 2,900 psi 3,335 psi CR= 1.00 Shear, Fv 290 psi 334 psi .. Elasticity, E 2,000,000 psi 2,000,000 psi I G N Required Section Properties Provided Section Properties Area, A - 11.23 in.^2 Area, A - 41.56 in. ^2 Sect. Mod., S = 39.13 in.^3 Section Modulm 82.26 in.^3 Mom. ofIner., I 269.62 in.^4 1= 488.41 in. ^4 II x 11.875 Parallam II Provide: 3.5 VI SSE R Project: 02-112 Client: Hays ENCINEERINC Post Sched~ Date: 10/22/02 Page: 2.5.1 unoraceo POST SIZE P( dl) P(ll) P(sl) P(tot) MAT'L Length Length CAPACITY n [Ibs] [Ibs] [Ibs] [Ibs] (MK) [ft] [ft] [Ibs] OK? 22 2 2 x 4 Hem-Fir #2 1 1 1 3 4 9 0 3913 OK 23 3 2 x 4 Hem-Fir #2 1 1 1 3 4 9 0 5869 O.K. 24 4 2 x 4 Hem-Fir #2 1 1 1 3 4 9 0 7825 O.K. 32 2 2 x 6 Hem-Fir #2 1 1 1 3 4 9 0 11877 OK 33 3 2 x 6 Hem-Fir #2 1 1 1 3 4 9 0 17816 O.K. 34 4 2 x 6 Hem-Fir #2 1 1 1 3 4 9 0 23755 OK 34 5 2 x 6 Hem-Fir #2 1 1 1 3 4 9 0 29694 O.K. 34 6 2 x 6 Hem-Fir #2 1 1 1 3 4 9 0 35632 OK 34 7 2 x 6 Hem-Fir #2 1 1 1 3 4 9 0 41571 OK 66 6 x 6 Hem-Fir #2 1 1 1 3 4 9 0 15239 O.K. Stress Grades 2x,4x 6x m Material Fb Fe E Fb Fe E 1 Doug-Fir #1 1000 1450 2E+06 1200 1000 2E+06 , 2 Doug-Fir #2 875 1300 2E+06 700 475 lE+06 3 Hem-Fir #1 950 1300 2E +06 950 850 IE+06 4 Hem-Fir #2 850 1250 1E+06 525 375 IE+06 Size Factors m Material Fb Fe .. 8 2x4 1.5 U5 12 2x6 1.3 l.l 16 4x4 1.5 l.l5 24 4x6 1.3 l.l 36 6x6 1 1 48 6x8 1 1 Wall Hetght = 9 feel 24 HI 06 60c 24 HI 08 x 4 Hem-Fir #1 @ 80c 24HI12 12 oc 24HI16 16 oc 6 24 H2 06 60c 24 H2 08 2 4 Hem-Far #2 @ 80c x 24 H2 12 12 oc 24 H2 16 16 oc 6 34 H2 06 60c 34 H2 07 x 4 Hem-Far #2 @ 80c 34 H2 12 12 oc 34 H2 16 16 oc 6 44H206 60c 44 H2 07 4 x 4 Hem-Far #2 @ 80c 44 H2 12 12 oc 44 H2 16 16 oc 6 26 H2 06 60c 26 H2 08 2 x 6 Hem-Far #2 @ 80c 26 H2 12 12 oc 26 H2 16 "- 16 oc InteriM Extuwr End LatemI LatemI Pressure 5 psf Lateral Wind Pressure 1535 psf Beanng Load Load (80 MPH Exp B) CapacIty w Pup Ie fb Stress Deflecllon w Pup Ie fb Stress Deflecllon (pit) (pIt) (pll) Fee Cp Fe (PO,) (pso) RatiO (mehcs) (pit) (pit) Cp Fe (PO,) (pso) Ratto (mchcs) 5316 3 3850 473 029 431 367 99 098 003 10 4300 022 447 410 397 220 018 3987 3 1800 473 029 437 356 132 099 004 13 3000 022 447 381 529 198 024 2658 5 1150 473 029 437 333 198 099 006 20 1700 022 447 324 793 168 037 1993 7 1100 473 029 437 305 264 094 008 27 1100 022 447 279 1058 158 NO 5316 3 3300 410 027 382 314 99 097 003 10 3600 020 390 343 397 202 021 3987 3 1400 410 027 382 305 132 099 004 13 1500 020 390 317 529 187 028 2658 5 1450 410 027 382 276 198 094 007 20 1400 020 390 267 793 163 042 1993 7 1050 410 027 382 267 264 100 009 27 900 020 390 229 1058 157 NO I 8151 3 5850 410 027 382 334 60 099 002 10 6700 020 390 383 238 283 013 6113 3 4150 410 027 381 324 79 098 003 13 4700 020 390 358 317 214 017 4075 5 1700 410 027 382 309 119 098 004 20 1900 020 390 331 476 200 025 3056 7 1950 410 027 382 297 159 100 005 27 1900 020 390 290 635 166 034 10986 3 8450 410 027 382 345 43 100 001 10 9800 020 390 400 170 477 009 8239 3 6100 410 027 382 337 57 100 002 13 7100 020 390 386 227 303 012 5493 5 3950 410 027 382 322 85 099 003 20 4400 020 390 359 340 226 018 4120 7 1850 410 027 382 310 113 098 004 27 3000 020 390 327 453 185 024 8353 3 8300 1011 058 794 503 40 046 001 10 8300 047 860 503 161 053 005 6265 3 6100 1011 058 794 501 54 048 001 13 6200 047 860 501 214 059 007 4177 5 4100 1011 058 794 497 80 052 002 20 4100 047 860 497 321 071 011 3132 7 3100 1011 058 794 501 107 056 002 27 3100 047 860 501 428 084 015 rJ 6'- VI SSE R Pro j eet: .Q2:11.2. Client: Hm Date: 10/22/02 Page 3.1 1 II ENGINEERING Shear Wall Design eet feet s. o Ibs. + o Ibs. + o Ibs. + s. o Ibs. = o Ibs.= o Ibs. = s. o Ibs. o Ibs. o Ibs. 1543 Ibs. Wall Design: p . 13887 ft-Ibs. 1852 Ibs. s. o Ibs. + o Ibs. + o Ibs. + s. o Ibs.= o Ibs.= o Ibs. = s. o Ibs. o Ibs. o Ibs. 1543 Ibs. Wall Design: p . 13887 ft-Ibs. 2974 Ibs. s. s. s. 0 Ibs. + 0 Ibs. = 0 Ibs. 0 Ibs. + 0 Ibs. = 0 Ibs. 0 Ibs. + 0 Ibs. = 0 Ibs. 1501 Ibs. Wall Design: ear ress p . Overturning Moment = VH = 13508 ft-Ibs. Uplift = VHIL = 1887 Ibs. + 0 Ibs. = Provide Number 1 shear panel. 1887 Ibs. Wall # 41 Length = 16.50 feet North! A & South/B Height = 9.00 feet Lateral Load: Roof: 1501 Ibs. + 4567 Ibs. = 6068 Ibs. Floor: 0 Ibs. + 0 Ibs. = .{) Ibs. Floor: 0 Ibs. + 0 Ibs. = 0 Ibs. Floor: 0 Ibs. + 0 Ibs. = 0 Ibs. 6068 Ibs. Wall Design: Shear Stress = V IL = 368 plf. Overturning Moment = VH = 54614 ft-Ibs. Uplift = VHIL = 3310 Ibs. + o Ibs. = 3310 Ibs. II Provide Number 3 shear panel. MST48 HD2A MST60 HD5A MST48 HD2A MST60 HD6A VI SSE R Project: Q2.:.1.l.2. Client: Hw Date: 10/22/02 Page. 3 1.2 B ENCINEERINC Shear Wall Design eet feet s. o lbs. + o Ibs. + o Ibs. + s. - o lbs.= o lbs. = o lbs. = s. o Ibs. o lbs. o lbs. 7337 lbs. Wall Design: p . 66029 ft-lbs. 2183 lbs. s. o lbs. + o lbs. + o lbs. + s. - o lbs. = o Ibs.= o lbs. = s. o lbs. o Ibs. o lbs. 10661 lbs. Wall Design: p . 95949 ft-Ibs. 4113 lbs. s. s. s. 0 lbs. + 0 lbs. = 0 Ibs. 0 Ibs. + 0 Ibs. = 0 Ibs. 0 lbs. + 0 Ibs. = 0 lbs. 4567 lbs. Wall Design: ear ress p . Overturning Moment = VH = 41107 ft-lbs. Uplift = VH/L = 2055 lbs. + 0 lbs. = Provide Number 1 shear panel. 2055 lbs. Wall # 81 Length = 10.42 feet East Side of Part E Height = 9.00 feet Lateral Load: Roof: 3324 Ibs. + 0 Ibs. = 3324 Ibs. Floor: 0 Ibs. + 0 Ibs. = ..() lbs. Floor: 0 Ibs. + 0 Ibs. = 0 lbs. Floor: 0 Ibs. + 0 lbs. = 0 lbs. 3324 lbs. Wall Design: Shear Stress = V /L = 319 plf. Overturning Moment = VH = 29920 ft-Ibs. Uplift = VH/L = 2871 lbs. + 0 lbs. = 2871 Ibs. II Provide Number 2 shear panel. MST48 HD2A MST72 HD8A MST48 HD2A MST60 HD5A VI SSE R Project: Q2:.1.U Client: ~ Date: 10/22/02 Page' 3.1 3 II ENCINEERINC Shear Wall Design Wall # 9 South Side of Part E oa : 00 : Floor: Floor: Floor: Lengt - Height = s. o Ibs. + o Ibs. + o Ibs. + s. - o Ibs. = o Ibs. = o Ibs. = s. o Ibs. o Ibs. o Ibs. 3912 Ibs. Wall Design: p . 35209 ft-Ibs. 2515 Ibs. s. o Ibs. + o Ibs. + o Ibs. + s. - o Ibs.= o Ibs. = o Ibs. = s. o Ibs. o Ibs. o Ibs. 3912 Ibs. Wall Design: p . 35209 ft-Ibs. 1367 Ibs. s. s. - s. 0 Ibs. + 0 Ibs. = 0 Ibs. 0 Ibs. + 0 Ibs. = 0 Ibs. 0 Ibs. + 0 Ibs. = 0 Ibs. 2094 Ibs Wall Design: ear tress p . Overturning Moment = VH = 18847 ft-Ibs. Uplift = VH/L = 4036 Ibs. + 0 Ibs. = Provide Number 3 shear panel. 4036 Ibs. Wall # 121 Length = 17.50 feet East Side of Part G Height = 9.00 feet Lateral Load: Roof: 2094 Ibs. + 0 lbs. = 2094 Ibs. Floor: 0 lbs. + 0 lbs. = "0 lbs. Floor: 0 Ibs. + 0 Ibs. = 0 Ibs. Floor: 0 Ibs. + 0 Ibs. = 0 Ibs. 2094 Ibs. Wall Design: Shear Stress = V /L = 120 plf. Overturning Moment = VH = 18847 ft-Ibs. Uplift = VH/L = 1077 Ibs. + 0 Ibs. = 1077 Ibs. II Provide Number 1 shear panel. MST48 HD5A MST48 HD2A MST72 HD8A MST48 HD2A VIS 5 E R Project: Q2:ill Client: ~ Date: 10/22/02 Page: 3.1.4 B ENGINEERING Shear Wall Design s. o Ibs. + o Ibs. + o Ibs. + s. o Ibs. = o Ibs. = o Ibs.= s. o Ibs. o Ibs. o Ibs 2301 Ibs. Wall Design: p . 20710 ft-Ibs. 2436 Ibs. s. o Ibs. + o Ibs. + o Ibs. + s. o Ibs.= o Ibs.= o Ibs.= s. o Ibs. o Ibs. o Ibs. 2301 Ibs. Wall Design: p . 20710 ft-Ibs. 2825 Ibs. Wall # 15 Lengt - North Side of MezzanineHeight = s. o Ibs. + o Ibs. + o Ibs. + s. o Ibs. = o Ibs.= o Ibs. = s. o Ibs. o Ibs. o Ibs. 1743 Ibs. Wall Design: ear ress p . Overturning Moment = VH = 15685 ft-Ibs. Uplift = VH/L = 2241 Ibs. + 0 Ibs = Provide Number 2 shear panel. 2241 Ibs. Wall # 161 Length = 15.00 feet Other Sides ofMezz Height = 9.00 feet Lateral Load: Roof: 1743 Ibs. + 0 Ibs. = 1743 Ibs. Floor: 0 Ibs. + 0 Ibs. = ,0 Ibs. Floor: 0 Ibs. + 0 Ibs. = 0 Ibs. Floor: 0 Ibs. + 0 Ibs. = 0 Ibs. 1743 Ibs. Wall Design: Shear Stress = V /L = 116 plf. Overturning Moment = VH = 15685 ft-Ibs. Uplift = VH/L = 1046 Ibs. + 0 Ibs. = 1046 Ibs. " Provide Number 1 shear panel. MST48 HD5A MST60 HD5A MST48 HD2A MST48 HD2A ,?"L-.\ DIA P\-la..w~M S ~ - Nom . ~U-m U,~L- ~ =0 0 ('l \. ,\ ~ ~~ ~ \,2. 6~ ~ ~ ~ ~ I' ~J Lj. a a a a = [? - a a a · ~ ~ 1 ..ll~ ~~ )t ~~ ~ ~ l "'- D~6;: 2.{CC) H\ "*^ ..... ~ 1\ ~ f'I) llj ,\ ~ !; ~\.; ~ \lj ,J I{) La o 0 -SPULL '::l \ loiil Pu.c.,.:. Soo~ o ~v ~ ~'t. (LJ ~{, .t~t D, A P~O-A- (. t^-5 E:A~- WL">.. U1'r~IUtL- a a = a a a ~ .( y =- rs:.o f Lr- La ~ ~ C 'L~A.~ \l ~Al.-i- -:."?s r ~ a t a a ~.2.. .7... (. ll..0- (lo lffJ a a \. (? ooll~ a ~ ( sp,-, I 6f. ~ .-:; r~? "Z... J l 14'c~ ) , '\ a a +. . $"0 /.... ~ L-- c:::::::::!l p p..;l4, ~ ?;;oc! Attached is an application for a conditional use permit to establish a 24-hour social service use in the RMD zone on a 4.3 acre of property. Please note, the property is currently zoned RS-9. The applicant has applied for a rezone to RMD to be heard prior to the CUP proposal. Please forward any comments to the DCD no later than September 21. 2001. o '~ ~ ~ September 14, 2001 TO: FROM: SUBJ: Thank you. Attachments ~&- ~ORTANGELES WAS H I N G TON, U. S. A. DEPARTMENT OF COMMUNITY DEVELOPMENT Tr~a Funston, Public Works and Utilities vI:::Ou Haehnlen, Building Division DCD Ken Dubuc, Fire Department Sue Roberds, Planning Specialist CONDITIONAL USE PERMIT - CUP 01-10 SERENITY HOUSE - 2321 West 18th Street f'1 vJ ~ ,-- ~ ~ I~ 13U/~D/~Q j)/~;s/;/Jk /.h ~HM~ / . '1':#~ ''I APPLICANT/OWNER INFORMATION File #(7/L?/..)/ - /0 Recpt# ~ ':;//(;)/0/ , Applicant Serenity House of Clallam County Address: P.O. Box 4047, Port Angeles, WA 98363 Daytime phone #: 452-7224 *Applicant's representative (if other than applicant): Dan Jacobs Address: same as above Daytime phone #: same as above Property owner (if other than applicant): applicant is property owner Address: N/A Daytime phone #: N/A PROPERTY INFORMATION: Street address: 2321 West 18th Street Legal description: Lots 1 and 2 of Short Plat, recorded in Volume 11 of short plats, Page 57, under Clallam County recording No. 531689, being a short plat of the West half of Suburban Lot 102, Townsite of Port Angeles, except that portion conveyed to Chester E. Nelson, by deed recording August 22, 1983, under Clallam County Recording No.546116, situate in Clallam County, State of : Washingtoq. Zoning; RS-9 Comprehensive Plan designation: The site is appropriately designated under the City's Comprehensive plan for a proposal to change zoning to RMD. Property dimensions: Approx. 284.97 feet by 670.13 feet Property Area: 188,074.28 square feet (less the Nelson portion 2,892.67 sq ft.) Physical characteristics: The Site is 4.3 acres of slightly sloping land at elevations from approximately 250 to 275 feet above sea level (msl). All buildings which occupied the site prior to 1999 were removed under City Ordinance provisions for the Abatement of Dangerous Buildings (City of Port Angeles 1999). There are no structures on the site, nor are any activities occurring there at present. The site is unoccupied land with field vegetation. PROPOSED USE INFORMATION: Please describe the proposed use: To house a new facility to replace the existing emergency shelter facility located 1/2 block west. Serenity House of Clallam County proposes to build a 50-bed, single story, 10,364 square foot facility with 13 dormitory rooms: six beds per room for Emergency Shelter of single adults. There will also be smaller rooms with just two beds for residents of Transitional Housing on the same site. There will be adequate restroom and shower facilities to meet the needs of at least 50- residents. Three meals a day plus one snack will be prepared in a commercial style kitchen and served in the dining area. There will be a common hall, a media/computer room and a library/study room. There will be a multiple use meeting room for daily resident meetings and life skills classes. There will also be four staff offices for three case managers and the Program Director. , Number of employees: 4 Hours of operation: 24 hours a day Number of on-site parking spaces: 28 Number of off-site parking spaces: none Building Area: 10,364 square feet SIGNATURES: Applicant: I certify that all of the above statements are true and complete to the best of my knowledge and acknowledge that willful misrepresentation of information will terminate this permit application. I have read this application in its entirety and understand my that submittal will be reviewed for completeness and, if found to be complete, will be scheduled for the next available Planning Commission meeting. Applicants Signature ~M J ~ 4.of~ . E Jr B/:-rJ -j.,. >Ie Oi fee h". Date / ~l Owner's Signature (if other than applicant): Date '. " " Conditional Use Permit Serenity House of Clallam County Interior Floor Plan - Narrative The proposed structure is a 50-bed, single story, 10,364 square foot facility with 13 dormitory rooms: six beds per room for emergency shelter, two per room for transitional housing residents. Two isolation rooms will be set aside for residents with medical/mental needs. There will be separate men's and women's showers and restrooms to meet the needs of at least 50 residents. The laundry room will have heavy-duty equipment and folding tables for residents' and house laundry. Meals will be prepared in a commercial style kitchen and served in a dining area off of the facility's common hall. Connected to the kitchen will be a pantry, walk in freezer, and bulk storage area. There will be a common hall, a media/computer room and a library/study. There will be a multiple use meeting/resource room for daily resident meetings, job seeking and keeping skills, employment search, life skills classes, and support groups. At the entrance will be an intake/reception area including a secured medication cabinet; adjacent to this will be four staff offices, records storage, and a small conference room. There will be secure storage space for residents' belongings. ,- , :;t HI;.' "'" Conditional Use Permit Serenity House of Clallam County Exterior Building Elevations - Narrative The proposed adult shelter will be massed in a way to resemble a residential scale building. By organizing the facility into connected wings, the building will appear to be a cluster of smaller structures and hence more residential in appeal. This residential appeal will be further enhanced through the use of common residential materials and finishes. The single story facility will utilized wood siding of a residential nature. The openings (windows and doors) will be proportioned to minimize the size of the building wile providing adequate day-lighting and appropriate fire egress. The roofs will be traditional gable roofs with residential composition roofing of a moderate pitch maintaining an overall low building height. The facility will have a residential feel and massing appropriate to the neighborhood. .( , " -~ ...., , '. .. Nl. i, i", ~~; 1'1 II W\t:' MP ~ ~~ VfirtfJ VlWl~ lt1a.L (~~) :=;~~ ~~~/~;~+I-~ lLHA@~l OP;--ANW /8I/f# c..1~N ~ ~ ~ cte... ~ fbJ~ fAD:;: ~\5 Q:rl.M p-I c.. :: ~~..p~L M,:"'MaJlS ~~ (w~\s ~~ l'ATP':: ME.lJ\S ~.. ~ ~\M\{;tNL- NOt7\l\ttJ 10 ((1~S) Use Classification CE RTI FI CA:r-E' 'Q-F-' (lC,C U P ANCY -""(;,tli,,,,\):7City of Port Angei~~" "'tc~" 1",/;;:;' Building Division '~',j\"" # \ This Cft.~~ification issued pursuant to the requirements of Sectio\.1 09 of the Uniform~Building Code certifying that at the time of issuance this structure was /< \ '. in crj,mpliance with the various ordinances of the City regulating 1!,uilding ti ' , construction or use. For the following:' \1 Congre'gate Residence Buildmg Perrmt No ...2.12. Busmess Name Serenity House Of Clallam Co. ~~ rD ~ ~ 'r; Type of ConstructIOn V - N Use Zone' RMD ~l~ t :f. t: Serenity House Of Clallam Co. Address P. O. Box 4047. Port;;A.ngeles W A 98362 rs , J I 2321 W~st 18th. Street Port Angeles. W A/98362 :~,w~:;'~~,2!.::::7:~:l:"~t;;~1;-':="-~"~):"~'~~'l~~~?:'tr~;Y' l' \' -d', ~:)I;""C"'Hp'i"'" ,',)Jii'J"'.;..': '-\::'February 10 2004 . ".;i' ~.-'4'~ ,~~ bA-. ~,;" ....,::~~..........J.~rf....:::~(.J- I'; .. / B ddl ~ laIr:r. ,<1il'1"J~l'" 1~11''i''t;'i'\fr-~j1~~\ . ~~"'~:t'."'~'"'''' 'tr.:4"....f'~).~,.l''I:'-,w". (~f 'Date '''0' ~}J 'f';Ei..;:.f\;<Z:{?;:r;,i:~;~!..':. ",/ .,1~r_','.~::~ ;>~" ,.:.~V Post 'tb;e!kp)femis\es~;in 'ctcbrispi,c.Uous place. ~~" .,~~~~ /"~""-I'~1"~t1,"-1[..;f~~~~"ltt~\r~" "\~~..../ J$ Shall not be remQ~~,d-exceplJ)y-"Building Official. ,..1-....1...~:tl::t~.:;]&7:..~~....., ... > r" Group R-l Owner of Busmess Buildmg Address. ~ W N <. ro ...;- ? :f ,"ORT ~ ~~O~~~ ". L~ ~ ~W?' CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Property Zoning . . . Application valuation 03-00000452 2321 W 18TH ST 0630991102100000 ELECTRICAL ONLY Date 5/07/03 o Owner Contractor SERENITY HOUSE OF CLALLAM PO BOX 4047 PORT ANGELES WA 983630997 TWEETER ELECTRIC INC. 423 BLACK HAWK LOOP PORT ANGELES WA 98362 (360) 417-1151 Permit Additional desc Permit Fee Issue Date Expiration Date ELECTRICAL TEMPORARY SERVICE NO FEE, PERMIT FEE,S WAVED .00 Plan Check Fee 5/07/03 Valuation 11/03/03 .00 o Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 '? I0J 't> - ~ -.. ~ ~ C/) :-t Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T \PLANNING\FORMS\1102 15 [4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN I I PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING FRAMING JOISTS 1 GIRDERS SHEAR WALL WALLS 1 ROOF 1 CEILING DRYWALL T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING I MECHANICAL HEAT PUMP WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engmeenng DIvision) SEPARATE PERMIT #'s: WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA 'JlI71f1 5~CL- PARKING/LIGHTING ESA: tJL PfilJ7/t:;.ifJ LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/uSE U RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRJCAL - LIGHT DEPT 417-4735 ELECTRJCAL 5/7/03 Ifet) LIGHT DEPT CONSTRUCTION R W 1 PWI -, CONSTRUCTION - R.W. ENGINEERJNG 417-4807 PW 1 ENGINEERJNG FIRE 417-4653 FIRE DEPT. PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T \PLANNING\FORMS\1102.15 [4/2002] CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT N':' 17260 t - t;. TO Port Angeles. Washlngtonm.m_..........._~_mmm..........mm.....mm. 19.uu.u In accordance with the City Ordinance to regulate the installation, extension. or repair of elec- trical equipment In, on, or about any building or other structure In the City of Port Angeles. per- mission is hereby granted to do electrical work as listed below. Address m:;L}./!:/.m~.l..m~.u_hu........._..__.__._... Occupancy._.._d,R~_..um.mU'____h.m..__ Owner u_uu_.._.._muum.___mum___mm__.....__hU.;;.yi.€U ~el)lltlt..hU....U-........-.......----..mm----hU-Um.m--..muu Wiring Contractor 7~r,:~"'"2.l-.:.~.."'-~;It7>.u;;;;..--hum...m...---um-...----h----.m...--hm-.... Light Outlets.............m._............._.._..... Service, volts .......m__..................:........ Type of Wiring: R ta I Outlets No. wires .........~..................Ao__ Armored Cable ...--............--.........- ecep c e .......___m__.__...__..._____ . U /;lj' ,~ / ' 8i i T/ P ~-..P'"' Non-Metallic .......--.........--..-.........- Dryer, KW u.......___.______..............____..... ze w res...7;~~..N:\...~....._.. ~/r Knob & Tube.......m......................_ Range, KW....hh.................................. Main fuse ........------...........:............. Enclosure __.m..$.....m.__..m......... Water Heater: KW....h.__m__.____________..._.___ Type of wiring: Entrance Cable ....mm..m............__ Heat: KW..............__............................. Motors: size, volts and phase: RigId Conduit m.____._____m Metallic TUbing .m___..................__ Current transformers: No. & Size.........__.-...,....._..........__..__. Ser. No........._....................__..........__.. - . . ............-.......-...................................... Ser. No...........____....__....................__... Rigid Conduit ...__.__._________________..___ Metalllc Tubing .__..__..________..._______ Raceyvay ..............~................__..._ Circuits, Llght...._.........................._....... Utlllty __..m.m___________......._____.___._____. Heat .......................................___.. Range .....................:...................__.. Wl;l.ter Heater .............__................ Motor ........~.....__.........._._................ Dryer................................................_ Furnace . .....................u._~................... Ser. No........____..__.......................__...__: Total :Load...____...:__~____..__........ . Ser. No.______.................___________.__........ . Total .:..:~...._______...__u......._....... Remarks: ....~__:...,.&;;..d~~.u.uy_.h,~=.'i?..~m...__t::t.~d~~..L.e.0.J!!1!.~.....g ~~~~~=-~~g:-=:~:~jf~z~~ NOTICE-Curremt J]lust not be turned on until Certificate at Inspection has been issu~d. If work Is to be con- cealed d1.l:e;Dotice.r;nust'be given the Inspector so. that work mar be Inspected before concealment. .. ,\ . NOTIFYTHE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION ELECTRICAL PERMIT N? 17260 Address....................................................................................................._..................................Date..._.....__.._.._.............._._...._.__..__......._ Owner ..................................._.....__.._.............._.....__....................__._u....__......____..__.__....... Tenant.__h____.__..__...:........._...........................___.__..... . ,~ . Wlring_Contractor................--.......--...........-.._._............................................................._......._.......By..............::~............................................. \" - ~OT[CE-CUrrent must not be turned on until Cert1flcate of Inspection has been lssue~.' If work 1s to be con- ce'died due notice must be given the Inspector, so that work may be Inspected before conceal~~nt. , 1M Olympic Printers, Inc. , ELECTRICAL PERMIT APPLICATION FOR OfFICIA"- USE ON4Y ihcdRa.-: . Pemlil .: Dale Appm~: D.2oreluuc": The Electrical Penni! Application must be filled out comoletelY. Please type or reprint In Ink. II you haye any questions, please call (360. 417-4735 Fax number: (360) 417-4711 <It;:,tJ ~/-J7 Owner or Elec. Contractor Agent. '-/z..PZm.~ rt:DzC /A/!c Phone: '-1/7 /1,--1 Fax: i Jf5"Z- Property Owner: 5ff~fll<.// N ,Hb<./5>L '/n~ ) Address: ,,} .. Phone: City: Zip: Electrical Contractor: Address: l./::J- 3 /tA./ll-Tffrl.. IT/iE-( /Jc. 7?,J/lCI:CIlIfu.}j(' IP Ucense .: Exp: Phone: INSTALLATION WIRED BY: DOWNER City: fA ~LECTRICAL CONTRACTOR LN+- Zip: '1<;/;"'3 if, 7 Credit Card Holder Name: Bi//ing Address: Credit Card Number: City: Exp. Date' Zip: VISA: Me PROJECT ADDRESS: ;2~:?-1 w \ <(TN TYPE OF WORK: Check all that apply: 0 New o Alteration/Addition o Residents! 0 Multi-family o Commercial 0 Mobile Home Sq. Ft. o Remote Meter 0 Detached garage 0 Hot Tub 0 Swim Pool 0 Septic Pump 0 Low Voltage 0 Telecom; 0 Number of Circuits added or allered: DESCRIPTION OF THE ELECTRICAL PROJECT: I~.p 'S11Q.\),0'\ , Electrical Heat Load Additions Service Information o Baseboard o Fumace o Heat Pump o Fan-Wall _KW _KW _KW _KW o OVerhead SllfVice 111- Temp Service o Underground Service Voitage: Phase: 19 1 0 3 SeNice Size: Feeder Size: PAMC 14.05.060(6): For industrial, commercial, & residential projects larger than a duplex. a one . line drawing of the Electrical ServiCE Feeders, building size (sq. IL), load calculations, and \he type & of conductors and/or raceway is required and shall accompany the Electrical Pennil application. I hereby certify that I have read and examined this application and know that same to be true and correct, and I 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 and to obtain such. PW-9019 Credit Card Holder's Signature: Owner or Elee. Cont, Signature~ ~ ^ - Date: Date: z;:/ /p /0 ", I j r:J:POIlT~ s. "'.i<i" CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 , Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Property zoning . . . Application valuation 03-00000452 2321 W 18TH ST 0630991102100000 ELECTRICAL ONLY Date 5/07/03 o Owner Contractor SERENITY HOUSE OF CLALLAM PO BOX 4047 PORT ANGELES WA 983630997 TWEETER ELECTRIC INC. 423 BLACK HAWK LOOP PORT ANGELES WA 98362 (360) 417-1151 Permit Additional desc Permit Fee Issue Date Expiration Date ELECTRICAL TEMPORARY SERVICE NO FEE, PERMIT FEE,S WAVED .00 Plan Check Fee 5/07/03 Valuation 11/03/03 .00 o Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 pLan Check Total .00 .00 .00 .00 Grand Total .00 .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 a!terthe 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 buiider) Date T:\PLANNING\FORMS\1102.15 [4/2002] ELECTRICAL PERMIT CITY OF PORT ANGELES 36(-417-4735 Application Number . . . . . 18-00000997 Date 6/29/18 Application pin number . . . 766583 Property Address . . . . . . 2321 W 18TH ST ASSESSOR PARCEL NUMBER: 06-30-99-1-1-0215-0000= Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use. . . . . . . Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc Replace FACP damaged by lightning ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SERENITY HOUSE OF CLALLAM HI TECH SECURITY INC PO BOX 4047 723 E FRONT ST., PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452-2727 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . . Permit Fee . . 96.00 Plan Check Fee .00 Issue Date . . . . 6/29/18 valuation 0 Expiration Date 12/26/18 Qty Unit Charge Per Extension 1.00 96.0000 ECH EL -LIMITED IST 1500 SQ FT 96.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 96.00 96.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 96.00 96.00 .00 .00 REPORT STATE SALES TAX on your exdse tax form to the City of Pat Angeles (Location Code 0502) INSPECTION TYPE- DATE: RESULTS: INSPECTOR: DITCH SERVICE ' ROUGH -IAV 7/1 % FINAL f -� & )c CONnv rs: PERMtT wuj. wRtE SUL (6)MONTHS FROM LAST INSPECTION., . Signature of owner or Eiec *Poitractor X Date: MULTI -FAMILY / COMMERCIAL ELECTRICAL PERMIT APPLICATIO ,.�" Public Works and Utilities Department 321 E. 5th Street, Port Angeles, WA 98362 360.417.4735 www.cityorpa.us electricalpermitsCgCcityolfpa.its s° Project Address: 2321 W 18th St Project Description: Replace FACP damaged by lightning ❑ Multi -Family Residential Ll Commercial / Industrial / Public Building Square footage: Name: Serenity House Adult Shelter Email: Mailing Address: 2321 W 18th St Phone: 360-452-7224 Name: Hi Tech Security, Inc License: HITECTS955BS Mailing Address: 723 East Front St Expiration Date: 1/10/2019 Email: hitech@olypen.com Phone: 360-452-2727 Item Service/Feeder 200 Amp. Service/Feeder 201-400 Amp. Service/Feeder 401-600 Amp. Service/Feeder 601-1000 Amp. Service/Feeder over 1000 Amp. Branch Circuit W/ Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Branch Circuits 1-4 Temp. Service/Feeder 200 Amp. Temp. Service/Feeder 201-400 Amp. Temp. Service/Feeder 401-600 Amp. Temp. Service/Feeder 601-1000 Amp. Portal to Portal Hourly Sign / Outline Lighting Signal Circuit/Limited Energy - Multi -Family Signal Circuit/Limited Energy/First 1500 sf - Commercial (Note: $5.00 for each additional 1500 sq Renewable Elec. Energy: 5KVA System or less Thermostat (Note: $5 for each additional) Unit Chargg Quantity Total (Quantity x Unit Charge) $132.00 $ $160.00 $ $225.00 $ $288.00 $ $410.00 $ $5.00 $ $74.00 $ $5.00 $ $86.00 $ $102.00 $ $121.00 $ $164.00 $ $185.00 $ $96.00 $ $88.00 $ $88.00 $ $96.00 1 $ 96.00 $113.00 $ $56.00 $ $ 96.00 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- 468, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. ley 6/28/2018 Mike Shirley Mike Shirley Date:1ly 20signed18.0531y14:52:42Mike,r0700' Date Print Name Signature (❑ Owner V Electrical Contractor /Administrator) [Electrical Permit Applications may be submitted to City Hall or electricalpermits@cityofpa.us or faxed to 360.417.4711] L, PERMU, DATE. RESULTS: CITY 0- F. Di PC .. .. ��jj''¢. j{{{ssCC y�. �{. .. /. .. ..: � .tom .... '; -.: ., .. .. �y� }�{ .l+s�~ ks♦F "4t' aC • -fi ,! .. .,Y. , , ��+'.q,'4. �x ':: .. .-a �M,��,'.;�"�'� d'.iN4i5bV�}c?4:�'•6't .::%. ':'� ... .., /�♦ L .«f.!�::.%v ti �} ... r , _,. .. "•X,Poe -vs . " type T�.tescrip si t c o'4i"=ft.J," .. �y.',} " i`%~Q�ii. i-� ..SJ h{.�- • •r r �e PERIvfTI' WILL EXPIRE SIX (6) MONTHS FROM EAST KSPEMON ,S ♦. .♦. p•- i'F✓� ;;W'3� ulaSINGLE lASTJipropertjQYf1I� o♦• Ag1.cation%a%4.o- AdeaaF-^ -. - - - - --- YS 7€CE "1fCP . S3ffi$2 f. i3' -4j1 E5 F1 " Owner SER,EAi2 'X'' 104'`st, "Qk Git TSI .i fi «ctFCt k�X 'iI G"- .. ORT P, LES PexnCAL Rr'BR:"" Permit "Pee ',fl iPiav Chodk Vee" �p sue. ate oi'i is V*Juatt6,f ti Qty' ,unit .czav� IST I'skt Sit ,�T Yew " .um . " x e -PaidC"4ied Due PermiE Peei3tia 1&:0. 00 ?: a Che IINSPEQ` -N T DATE. RESULTS: INSPECTOR, :. .. . Di PC .. SERVICE ROUGH4K . . �II�L COMMEA}TS: - PERIvfTI' WILL EXPIRE SIX (6) MONTHS FROM EAST KSPEMON Signature of owner or Electrical Contractor X Date: ELECTRICAL PERMIT CITY OF PORT ANGELES 36(-417-4735 Application Number . . . . . 18-00000997 Date 6/29/18 Application pin number . . . 766583 Property Address . . . . . . 2321 W 18TH ST ASSESSOR PARCEL NUMBER: 06-30-99-1-1-0215-0000= Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use. . . . . . . Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc Replace FACP damaged by lightning ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SERENITY HOUSE OF CLALLAM HI TECH SECURITY INC PO BOX 4047 723 E FRONT ST., PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452-2727 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . . Permit Fee . . 96.00 Plan Check Fee .00 Issue Date . . . . 6/29/18 valuation 0 Expiration Date 12/26/18 Qty Unit Charge Per Extension 1.00 96.0000 ECH EL -LIMITED IST 1500 SQ FT 96.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 96.00 96.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 96.00 96.00 .00 .00 REPORT STATE SALES TAX on your exdse tax form to the City of Pat Angeles (Location Code 0502) INSPECTION TYPE- DATE: RESULTS: INSPECTOR: DITCH SERVICE ' ROUGH -IAV 7/1 % FINAL f -� & )c CONnv rs: PERMtT wuj. wRtE SUL (6)MONTHS FROM LAST INSPECTION., . Signature of owner or Eiec *Poitractor X Date: MULTI -FAMILY / COMMERCIAL ELECTRICAL PERMIT APPLICATIO ,.�" Public Works and Utilities Department 321 E. 5th Street, Port Angeles, WA 98362 360.417.4735 www.cityorpa.us electricalpermitsCgCcityolfpa.its s° Project Address: 2321 W 18th St Project Description: Replace FACP damaged by lightning ❑ Multi -Family Residential Ll Commercial / Industrial / Public Building Square footage: Name: Serenity House Adult Shelter Email: Mailing Address: 2321 W 18th St Phone: 360-452-7224 Name: Hi Tech Security, Inc License: HITECTS955BS Mailing Address: 723 East Front St Expiration Date: 1/10/2019 Email: hitech@olypen.com Phone: 360-452-2727 Item Service/Feeder 200 Amp. Service/Feeder 201-400 Amp. Service/Feeder 401-600 Amp. Service/Feeder 601-1000 Amp. Service/Feeder over 1000 Amp. Branch Circuit W/ Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Branch Circuits 1-4 Temp. Service/Feeder 200 Amp. Temp. Service/Feeder 201-400 Amp. Temp. Service/Feeder 401-600 Amp. Temp. Service/Feeder 601-1000 Amp. Portal to Portal Hourly Sign / Outline Lighting Signal Circuit/Limited Energy - Multi -Family Signal Circuit/Limited Energy/First 1500 sf - Commercial (Note: $5.00 for each additional 1500 sq Renewable Elec. Energy: 5KVA System or less Thermostat (Note: $5 for each additional) Unit Chargg Quantity Total (Quantity x Unit Charge) $132.00 $ $160.00 $ $225.00 $ $288.00 $ $410.00 $ $5.00 $ $74.00 $ $5.00 $ $86.00 $ $102.00 $ $121.00 $ $164.00 $ $185.00 $ $96.00 $ $88.00 $ $88.00 $ $96.00 1 $ 96.00 $113.00 $ $56.00 $ $ 96.00 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- 468, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. ley 6/28/2018 Mike Shirley Mike Shirley Date:1ly 20signed18.0531y14:52:42Mike,r0700' Date Print Name Signature (❑ Owner V Electrical Contractor /Administrator) [Electrical Permit Applications may be submitted to City Hall or electricalpermits@cityofpa.us or faxed to 360.417.4711] L, PERMU, DATE. RESULTS: CITY 0- F. Di PC .. .. ��jj''¢. j{{{ssCC y�. �{. .. /. .. ..: � .tom .... '; -.: ., .. .. �y� }�{ .l+s�~ ks♦F "4t' aC • -fi ,! .. .,Y. , , ��+'.q,'4. �x ':: .. .-a �M,��,'.;�"�'� d'.iN4i5bV�}c?4:�'•6't .::%. ':'� ... .., /�♦ L .«f.!�::.%v ti �} ... r , _,. .. "•X,Poe -vs . " type T�.tescrip si t c o'4i"=ft.J," .. �y.',} " i`%~Q�ii. i-� ..SJ h{.�- • •r r �e PERIvfTI' WILL EXPIRE SIX (6) MONTHS FROM EAST KSPEMON ,S ♦. .♦. p•- i'F✓� ;;W'3� ulaSINGLE lASTJipropertjQYf1I� o♦• Ag1.cation%a%4.o- AdeaaF-^ -. - - - - --- YS 7€CE "1fCP . S3ffi$2 f. i3' -4j1 E5 F1 " Owner SER,EAi2 'X'' 104'`st, "Qk Git TSI .i fi «ctFCt k�X 'iI G"- .. ORT P, LES PexnCAL Rr'BR:"" Permit "Pee ',fl iPiav Chodk Vee" �p sue. ate oi'i is V*Juatt6,f ti Qty' ,unit .czav� IST I'skt Sit ,�T Yew " .um . " x e -PaidC"4ied Due PermiE Peei3tia 1&:0. 00 ?: a Che IINSPEQ` -N T DATE. RESULTS: INSPECTOR, :. .. . Di PC .. SERVICE ROUGH4K . . �II�L COMMEA}TS: - PERIvfTI' WILL EXPIRE SIX (6) MONTHS FROM EAST KSPEMON Signature of owner or Electrical Contractor X Date: