The URL can be used to link to this page

Home My WebLink About225 E. 5th Street Address: 225 E 5 Ih Street PREPARED 6/25/13, 9:3 9:3 3 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/25/13 -------------------------------------------------------------------------- --------------------- ADDRESS . : 225 E 5TH ST SUBDIV: CONTRACTOR : PHONE : OWNER WILLIAM SHORE MEMORIAL POOL PHONE : (360) 417-9767� PARCEL 06-30-00-0-1-6940-0000- APPI, NUMBER: 13-00000398 COMM REMODEL ------------------------------------------------------------------------------------------------ PERMIT: DF2 00 BUILD PERMIT - COM DBL FEE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------------------------------------L----------------------- BL99 01 6/25/13 JLL BLDG FINAL i�� June 25, 2013 8:40:38 AM pbarthol. IA I %% Steve 460-3526 -------------------------------------- COMMENTS AND NOTES -------------------------------------- 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 PERMITIN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace FAU Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA:. Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 I Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES 0"ZIN DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION �. EK==-V 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 13-00000398 Date 4/23/13 Application pin number . . . 291132 Property Address . . . . . . 225 E STH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-1-6940-0000- Application type description COMM REMODEL REPORT SALES TAX Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . Property Zoning . . . . . . . to the City of Port Angeles Application valuation . . . . 15000 ----------------------------------------------------------------------------- (Location Code 0502) Application desc ADD WALL/ DOORS/CHANGE GARAGE DOORS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WILLIAM SHORE MEMORIAL POOL OWNER DISTRICT 233 E 4TH ST PORT ANGELES WA 98362 (360) 417-9767 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc . . WALL/DOORS/GARAGE DOOR CHANGE Permit Fee . . . . 277.75 Plan Check Fee 180.54 Issue Date . . . . 4/23/13 Valuation . . . . 15000 Expiration Date 10/20/13 Qty Unit Charge Per Extension BASE FEE 95.75 13.00 14.0000 THOU BL-2001-25K (14 PER K) 182.00 -------------------------------------------------------------------------- Other Fees . . . . . . . . . DOUBLE PERMIT FEE 277.75 STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited . Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 277.75 277.75 .00 .00 Plan Check Total 180.54 180.54 .00 .00 Other Fee Total 282.25 282.25 .00 .00 Grand Total 740.54 740.54 .00 .00 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. 3 Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit THE ' "K I For City Use CITY OF NOTTES1. A P Permit# V� A S H I N- G T 0 N , U . S . Date Received: 321 E. First Street Date Approved 4 1 ZJJ Port Angeles, WA 98362 P: (360)417-4817 F: (360)417-4711 E-mail: Permits@cityofpa.us Building Permit Application N 4 Project Address: Primary Contact- Phone # S60 14(o 0 3"31-Co E-Mail:Sbu'-1k_ 6) Proper Name [Fhone Owner W �t4ayy', 'A� C=.ct r--,I r�_ Mailing Address Email zz C5 �5T I) ci State Information Phone Contractor Name License# Email Expiration Date: Legal Description: Zoning: Tax Parcel # Proje t Value: (materials and labor) $ 1_5(000 Permit Residential El Commercial Industrial 11 Public El Demolition Fire D Repair El . Reroof(tear off/lay over) El Classification (check For the following, fill out both pages of permit application: appropriate) w Construction El Exterior Remodel El Addition 1:1 Tenant Improvement El M chanical 0 Plumbing El 0 t h e r ER DOOQ- 9-tVLACZ M CV T-/IF9-&,'A 1 Y," /C 2-- Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes El No i�l I Project Description ZC4� L)q Doo-r—S 410 ET-11 �,,TVQZ /vq_�-. 6VAr,5- Z Rc>LL- L)IP 9009-S Ar-'Z- 1��Arvxe rvK-) o r T >L- WA—jr_--� [Is project in a Flood Zone: Yes El NoM Flood Zone Type: Is o'e If ipra Flood Zone, what is the value of the structure before proposed improvement? $ 1 have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal, the application will be considered abandoned and the fees will be forfeited. EDa� ' Print Name Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck (over 30"or 2"d floor) Garage Carport Other(de scribe) Area Totals Commercial Structures For Office Use Area Descriptions (SQ FT) Existing Proposed ss Value Existing Structure (s) Proposed Addition Tenant Improvement? Other work (describe) Site Area Totals L Lot/Site Coverage Calculations Lot Size :%Lot Coverage (Sq Ft of all Structures): %Site Coverage (Sq Ft of all impervious surfaces including structures) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler., Size: # Haz/Non'-]-Iaz Piping #of Outlets: Appliance Vent # Heater (Suspended, Floor, Recessed wall)'--- # Boiler/Compressor Size: # Heating/C6oling appliance # repair/alteration Evaporative Cooler(attached, not # Pellet Stove/Wood-burni ng/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Ventilation Fan, single duct # Outlets: Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated. Plumbing Trap Fuel gas piping #of Outlets# ler Water Line Medical as piping Sewer Line Industrial waste pretreatment interceptor Vent piping# Other T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX Wit\) boi-4J C&Y\ b 1--�66R- IREPLACEMS:rAJ7 LL-) LLt A AA S 1-10 aE Pion L A)25 7— T-2) &f-yd L-e- -TL DA7-F- Ln 13 CITY OF PORT ANGELES—Construction p1t)"s The Issuance of this permit ly-5od upon these plans,specirl. cations and other data shpfl not Prevent the building official from thereafter requ;r;,tig the correct,*�!n of errors in said Plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of'all codes and ordiazinces of this jurisdiction. �ByA a By QI? 000(Z-5 P A-� & MMr M qtee-b 9,OLL- L)-P SCUD DOOOZ fvk 9z %'o i'rT B01-ro f.�'o A�z D exTeZt OIZ- VA?Oit. GAA2-nLqL 7- AP-DI LA-) L L, L OR rvl 146 Q 6 Ab6L I-Ac- ACt D 0 (Zoc>rv\ -J�ooblc- -Z- AP>L^)P'l 0 WaLL APP 17:t:;o c-'YK I cu AOP fjo'r LPAQ Iru Ce Address: 225 E 5 Ih Street PREPARED 6/20/13, 9:00:56 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/20/13 ------------------------------------------------------------------�L---------------------------- ADDRESS . : 225 E 5TH ST SUBDIV: CONTRACTOR RAMSETT MECHANICAL CO INC PHONE (425) 251-9404 OWNER WILLIAM SHORE MEMORIAL POOL PHONE (360) 417-9767 PARCEL 06-30-00-0-1-6940-0000- APPI, NUMBER: 13-00000441 COMM MECHANICAL PERMIT ------------------------------------------------------------------------------------------------ PERMIT- ME 00 MECHMICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME1 01 6/20/13 MECHANICAL ROUGH-IN June 20, 2013 8:30:24 AM pbarthol. Mike 253-266-62Sl --------------------- --------- COMMENTS AND NOTES -------------------------------------- PREPARED 6/20/13, 16:03:21 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/20/13 ------------------------------- ---------------------------------------------------------------- ADDRESS . : 225 E 5TH ST SUBDIV: CONTRACTOR RAMSETT MECHANICAL CO INC PHONE (425) 251-9404 OWNER WILLIAM SHORE MEMORIAL POOL PHONE (360) 417-9767 PARCEL 06-30-00-0-1-6940-0000- APPL NUMBER: 13-00000441 COMM MECHANICAL PERMIT ------------------------------------------------------------------------------------------------ PFAZMIT: ME 00 MECEUkNICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME1 01 6/20/13 JLL MECHANICAL ROUGH-IN 6/20/13 AP June 20, 2013 8:30:24 AN pbarthol. Mike 253-266-6251 June 20, 2013 4:00:16 PM jlierly. ME99 01 6/20/13 MECHANICAL FINAL &10 June 20, 2013 4:01:38 PM jlierly. --------------------- --------- COMMENTS AND NOTES -------------------------------------- PREPARED 6/25/13, 9:3 9:3 3 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/25/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 225 E 5TH ST SUBDIV: CONTRACTOR RAMSETT MECHANICAL CO INC PHONE (425) 251-9404 OWNER WILLIAM SHORE MEMORIAL POOL PHONE (360) 417-9767 PARCEL 06-30-00-0-1-6940-0000- APPL NUMBER: 13-00000441 COMM MECHANICAL PERMIT ------------------------------------------------------------------------------------------------ PEIZMIT: BPC 00 BUILDING PEIZMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 6/25/13 BLDG FINAL June 25, 2013 8:41:00 AM pbarthol. Steve 460-3526 ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL99 01 6/25/13 JLL PLUMBING FINAL —E�o— June 25, 2013 8:41:50 AM pbarthol. N—r% Steve 460-3526 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 6/2S/13, 9:3 9:3 3 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/25/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 225 E 5TH ST SUBDIV: CONTRACTOR : PHONE : OWNER WILLIAM SHORE MEMORIAL POOL PHONE : (360) 417-9767 PARCEL 06-30-00-0-1-6940-0000- APPL NUMBER: 13-00000686 COMM ADDITION ------------------------------------------------------------------------------------------------ PERMIT: DF2 00 BUILD PERMIT - COM DBL FEE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 6/25/13 BLDG FINAL June 25, 2013 8:40:03 AM pbarthol. Steve 460-3526 -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 13-00000441 Date 5/07/13 Application pin number . . . 455135 Property Address . . . . . . 225 E 5TH ST ASSESSOR PARCEL NUMBER: 66-30-00-0-1-6940-0000- Application type description COMM MECHANICAL PERMIT REPORT SALES TAX Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . Property Zoning . . . . . . . to the City of Port Angeles Application valuation . . . . 461000 (Location Code 0502) Application desc UPGRADE TO RVAC / MECHANICAL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WILLIAM SHORE MEMORIAL POOL RAMSETT MECHANICAL CO INC DISTRICT 263 SW 41ST ST 233 E 4TH ST RENTON WA 98055 PORT ANGELES WA 98362 (425) 251-9404 (360) 417-9767 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc . . ROOF FRAMING REINFORCEMENT Permit Fee . . . . 95.75 Plan Check Fee-. 62.24 Issue Date . . . . 5/07/13 Valuation . . . . 2000 Expiration Date 11/03/13 Qty Unit Charge Per Extension BASE FEE 50.00 15.00 3.0500 HND BL-501-2K (3.05 PER C) 45.75 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . HAVC/MECH/PLUMBING UPGRADE Permit Fee . . . . 143.55 Plan Check Fee .00 Issue Date . . . . 5/07/13 Valuation . . . . 0 Expiration Date . . 11/03/13 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 1.00 10.6500 EA ME-AIR HAND <OR=10,000 CFM 10.65 1.00 18.1000 EA ME-AIR HAND >10,000 CFM 18.10 1.00 50.0000 HR ME-ADDITIONAL PLAN REVIEW 50.00 ---- ------- -- ------------- ---- ---- �,A Permit . . . . . . PLUMBING PERMIT Additional desc . . WATER HEATERS WITH HVAC UPGRAD Permit Fee . . . . 64.00 Plan Check Fee .00 Issue Date 5/07/13 Valuation . . . . 0 Expiration Date 11/03/13 Qty Unit Charge Per Extension BASE FEE 50.00 2.00 7.0000 EA PL-WATER HEATER 14.00 ---------------------------------------------------------------------------- NJ Fee summary Charged Paid Credited Due Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS– Building Inspections. 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backfiow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(interior Braced Panel Only) T-Bar INSULATION: Slab Wall I Floor/Ceiling MECHANICAL- Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab .Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping –4— ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PIN I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 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 Page 2 Application Number . . . . . 13-00000441 Date 5/07/13 Application pin number . . . 455135 ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 303.30 303.30 .00 .00 REPORT SALES TAX Plan Check Total 62.24 62.24 .00 .00 on your state excise tax form Grand Total 365.54 365.54 .00 .00 to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow I Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet I Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs ,Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 I Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit For City Use "'I"'RT NGELES CITY OF Permit# W A S H I N G T 0 N, U. S. -P� ,-iO A Permt# hDate Received: ZI_004 321 E 51h Street W teApproved _5j7 (, 1 L-3 Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits(@cityofpa.us PP IC� BUILDING PERMIT APP ICATION Project Address: 'Z Z 5' 1E. G '�A e\g- Phone: 3<vp L4V-A_cn6-1 Primary Cont ct: Email: Name Phone shz4v_ S(cc) 4tA 3 C5 I- Property Mailing Address Email Owner City State NamefZ, Phone T*OC 6A(AV%k C_ a-4um- N"-�r Z Wo %go_0o Ct 0 Contractor Address Email 21,3 -5 LZ Lt Mr3 f-CL M-r* - (�O--VN Information —city f.�Zytt DI c . State "A I Zip om IContractors License# �',4ff*e-MCCXv3L-3 Exp.Date: 1012011 q Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) Residential Commercial 12 Industrial 11 Public Permit Demolition El Fire 1:1 Repair 1:1 Reroof(tear off/lay over) Classification For the following,fill out both pages of permit application: (check New Construction El Exterior Remodel 11 Addition 11 Tenant Improvement appropriate) I Mechanical Z Plumbing 11 Other El Fire Sprinkler System? Irrigation System? Proposed Bathrooms roposed Bedrooms Yes 0 No A � Yes 0 No J� 1� Project Description i�,ao t4VAc a,,-A Pzr4s e-(- 'M-ec_ka�j 9,_o� L 11 L, AA— 0_p 'i t t)y— a, Project Valuation $ C41,11OD-Z) Is project in a Flood Zone: Yes 11 Nop Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. . � � 'G�Ove e)L)�'-k 1'�.D D Print Name Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed ss value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or 2'd floor) Garage Carport Other(describe) (, .AreaTotals Commercial Structures For Office Use Area Descriptions(SQ FT),, Existing Proposed ss Value�, Existing Structure (s),., Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size (sq ft) Lot Coverage(sq ft) %Lot Coverage(Total lot coverage lot size) Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage--. lot size) Mechanical Fixtures' Indicate how many of each type of fixture to be inst or relocated as part of this project. Air Handler ize: 4�w7 Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alte ation Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit T-0 k) I Plumbing Fixtures Indicate how many of each type of fixtu e to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater .# Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor(Grease Trap) Size escribe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx Air System Sizing Summary for Offices 03/08/13 Project Name:will shore new 03/28/2013 Prepared by:ESL 08:22AM Air System Information Air System Name ........... Offices 03/08/13 Number of zones . .. ... ........... Equipment Class PKG ROOF Floor Area... ....... 1017.0 ft2 AirSystemType ........ SZCAV Location. Tacoma,Washington Sizing Calculation Information Zone and Space Sizing Method: Zone CFM ..... .Sum of space airflow rates Calculation Months.... ........... Jan to Dec Space CFM... Individual peak space loads Sizing Data ............Calculated Central Cooling Coll Sizing Data Total coil load.... ...... ............. 1.6 Tons Load occurs at........ ........... Jul 1600 Total coil load 19.3 MBH OA DB/WB. .....85.3/64.8 OF Sensible coil load.......... ....... 19.3 MBH Entering DB/WB ....... 77.9/66.7 OF Coil CFM at Jul 1600 .......... .1448 CFM Leaving DB/WB 65.4/62.6 OF Max block CFM ....... 1448 CFM Coil ADP........ .................... OF Sum of peak zone CFM ................. 1448 CFM Bypass Factor. ....... 0.100 Sensible heat ratio ..... ...... 1.000 Resulting RH ..59 % ft2/Ton ............... 632.8 Design supply temp. 55.0 OF BTU/(hr-ft').... ..... 19.0 Zone T-stat Check I of 1. OK Water flow @ 10.0 OF rise. ......... N/A Max zone temperature deviation 0.0 OF Central Heating Coll Sizing Data Maxcoilload.. ...... 42.5 MBH Load occurs at ....................... .. ........ Des Htg Coil CFM at Des .......... ........... 1448 CFM BTU/(hr-ft') ....... ....... 41.7 Max coil CFM_......_.............. I 1448 CFM Ent.DB Lvg DB......................... 61.8189.2 OF Water flow@ 20.0 OF drop_ . ..... NIA Supply Fan Sizing Data Actual max CFM ................. 1448 CFM Fan motor BHP .... ... . ............... 0.00 BHP Standard CFM .................. 1431 CFM Fan motor kW . ............. 10.00 kW` Actual max CFM/ft2 ............. ........1.42 CFM/ft2 Fan static-.. 0.00 in wg Outdoor Ventilation Air Data ..Design airflow CFM CFM/person---............. ............. ................. 8.81 CFM/person ........... CFM CIFMIftl............ ...... 0.14 CFM/W Hourly Analysis Program v4.61 Page 1 of 4 I Zone Sizing Summary for Offices 03/08/13 Projeit Name:will shore new 03/28/2013 Prepared by:ESL 08:22AM Air System Information Air System Name Offices 03108113 Number of zones ...... .... ........... Equipment Class....... PKG ROOF FloorArea . .....1017.0 ft2 Air System Type..... . . . -............... SZCAV Location .......... Tacoma,Washington Sizing Calculation Information Zone and Space Sizing Method: Zone CFM,,.,................ ...Sum of space airflow rates Calculation Months ................. ....... Jan to Dec Space CFM... Individual peak space loads Sizing Data ... ................ Calculated Zone Sizing Data u 1 me one, ':� T1111 m IM4 gn ini,m m Kim. Air ...... Air. h6mting iloor, ow. f gasib Flow e -M) . ..... i-�,a',(MB" (PF"My, b Zone 1 19.6 1448 1448 Jul 1600 36.7 1017.0 1.42 Zone Terminal Sizing Data No Zone Terminal Sizing Data required for this system. Space Loads and Airflows Fidi Al rig �60 Nam[04' load, of Fk` PH), P.f�' JM-HY','� N Nar M L 4� Zone I LOBBY 1 3.6 Jul 1600 285 7.6 157.0 1.82 MAIN OFFICE 1 5.1 Jul 17001 2381 4.4. 365.01 0.65 SHOP 1 5.3- Jul 1700 397 10.6 250.0 1.59 WORK OFFICE 1 5.6 Jul 1600 5281 14.11 245.01 2.15 Hourly Analysis Program v4.61 Page 2 of 4 Ventilation Sizing Summary for Offices 03/08/13 Project Name:will shore new 03/28/2013 Prepared by:ESL '08:22AM 1. Summary Ventilation Sizing Method ........................... Sum of Space OA Airflows: Design Ventilation Airflow Rate ....................... .......... .. ..... 141 CFM 2.Space Ventilation Analysis Table d' R R Un orreded equire, i Putdoor Air Outdoor Air px,! g, axi u i gor? r-.-i,..;? vtq P, tdoor:A r Ap C6;kam e ��A cc An- -!*I (ORM (0,FNI) (0/4,9fsm Zone 1 -PPIY),. (CFM) LOBBY 1 157.6 4.0 285.2 5.00 0.06 �0.0 0.0 29.4 MAIN OFFICE 11 365.01 5.01 238.21 5.001 0.061 0.0 0.0 46.9 SHOP 1 250.10 397.0 5.00 0.06 0.0 0.0 40.0 WORK OFFICE 245.0 2.0 5.27.8 5.00 0.06 0.0 0.0 24.7 Hourly Analysis Program v4.61 Page 3 of 4 Air System Design Load Summary for Offices 03/08/13 Projedt Name:will shore new 03/28/2013 Prepared by:ESL 08:22AM D E DUIGUHEATING tION COD LING,DATA:ATJd 1 00 HEATING-IJATA-�Af 0 S HTG C.0b 1' 6 "' T ING�QA:011341WB 85.3,* .[64 -.P HEATING oA DE�tft 18.0*F 14.8*F Sensible;:, Latent Sensible Lat&If Detaillst (13TU/ho .(BTU/br):, DeI;,jI(s,._.,,;, hr) (BTUJ�.Q Window&Skylight Solar Loads 4 W 194 4 ft2 - Wall Transmission 587 f12 3994 587 ft2 15552 Roof Transmission 1067 ft2 1733 1067 ft2 5772 Window Transmission 4 ft2 16 4 f12 122 Skylight Transmission 0 f12 0 0 f12 0 Doorl-oads 72 ft2 145 72 ft2 1129 Floor Transmission 1017 ft2 0 - 1017 ft2 2517 Partitions 0 f12 0 - 0 ft2 0 Ceiling 0 ft2 0 - 0 w 0 Overhead Lighting 1017W 3470 - 0 0 Task Lighting 0 W 0 - 0 0 Electric Equipment 1017 W 3470 - 0 0 People 16 3920 3280 0 0 0 Infiltration - 841 -1220 - 4234 0 Miscellaneous 0 0 - 0 0 Safety Factor 10%/10% 1778 206 25% 7332 0 777777777-7��; 2 Oro 5,6; Zone Conditioning - 18040 2266 .35155 0 Plenum Wall Load 0% 0 - 0 0 Plenum Roof Load 0% . 0 - 0 0 Plenum Lighting Load 0% 0 - 0 Return Fan Load 1448 CFM 0 - 1448 CFM 0 Ventilation Load 141 CFM 1244 -2255 141 CFM 7299 0 Supply Fan Load 1448 CFM 0 - 1448 CFM 0 - Space Fan Coil Fans - 0 - 0 Duct Heat Gain 1 Loss 0% 0 - 0% 0 l?T ,.,Load Central Cooling Coil 19284 0 0 0 Central Heating Coil 1 01 -1 424541 - nkp N 14 ","Are 9 oa eg.1 ive,,ya ue,$.;4 re dlq—lbadg�,' po h I pye, T i ;,qN" A' Hourly Analysis Program v4.61 Page 4 of 4 Air System Sizing Summary for Lockers Project Name:will shore new 03/28/2013 Prepared by:ESL 08:21AM Air System Information Y Air System Name..... .... Lockers Number of zones .. . ......... ...... �W& EquipmentClass PKG ROOF Floor Area....... ...... 2533 0 ft2 AirSystemType SZCAV Location.. Tacoma,Washington Sizing Calculation Information Zone and Space Sizing Method: Zone CFM.�............ .......Sum of space airflow rates Calculation Months.. .......... ........ Jan to Dec Space CFM.......... Individual peak space loads Sizing Data. User-Modified Central Cooling Coil Sizing Data Total coil load .....-.5.3 Tons Load occurs at Jul 1500 Total coil load.......... .......... 63.9 MBH OA DB/WB 86.0/65.0 *F Sensible coil load...... ............ 63.9 MBH Entering DB WB .........1.86.0/65.0 'F Coil CFM at Jul 1500 CFM Leaving DB WB . ........ 62.1156.5 'F Max block CFM�....... . ......... .......2500 CFM Coil ADP 59.4 'F Sum of peak zone CFM ............. ....... ___2500 CFM Bypass Factor.. ...0.100 Sensible heat ratio .. ..... . ............— 1.000 Resulting RH .......... 57 % ft2fTon................ ...... 475.8 Design supply temp. .............- 55.0 *F BTU/(hr-ft')........... ........ 25.2 Zone T-stat Check 1 of 1 OK Water flow @ 10.0*F rise N/A Max zone temperature deviation. ..0.0 'F Central Heating Coil Sizing Data Max coil load........... 100.2 MBH Load occurs at.. .... ....... Des Htg Coil CFM at Des Htg ... ........ ......... ............. —2500 CFM BTU/(hr-ft)...... ......... 39.5 Max coil CFM__.. ..... .. .2500 CFM Ent.DB/Lvg DB.. 43.0/80.6 'F Water flow@ 20.0*F drop 10.02 gpm Supply Fan Sizing Data Actual max CFM ............. 2500 CFM Fan motor BHP..... 0.51 BHP Standard CFM ...........-..........2471 CFM Fan motor kW.-. .........___0.411 kW Actual max CFM/ft' . . ........................—0.99 CFM/ft' Fanstatic— 0.75 in wg Return Fan Sizing Data Actual max CFM....... 2500 CFM Fan motor BHP .0.51 BHP Standard CFM�........ .........-....... ...2471 CFM Fan motor kW. ............. ___0.41 kW Actual max CFM/ft2 ._.0.99 CFM/ft2 Fan static................... 0.75 in wg Outdoor Ventilation Air Data Design airflow CFM... ........... 2500 CFM CFM/person.............. ............ _27.17 CFM/person CFM/ft2..__ .............................0.99 CFM/ft2 Hourly Analysis Program v4.61 Page 1 of 4 Zone Sizing Summary for Lockers Project Name:will shore new 03/28/2013 Prepared by:ESL 08:21AM Air System Information Air System Name....... . ..... ..Lockers Number of zones ........... ...............— - Equipment Class . .. ....... .. PKG ROOF Floor Area 2533.0 ft2 Air System Type .. ............. SZCAV Location... Tacoma,Washington Sizing Calculation Information Zone and Space Sizing Method: Zone CFM... Sum of space airflow rates Calculation Months ....... ... Jan to Dec Space CFM� Individual peak space loads Sizing Data ........ .................User-Modified Zone Sizing Data Um; 'Design I& tim& Ma"Ximum o _ne Air g�, of: A 4060, Sensible ow FI Peak 1'�,04d, Area. L d M) e 4": 1":, ;'j!� (PF PIT Zone 1 46.0 2500 2500 Jul 1700 38.6 2533.0 0.99 Zone Terminal Sizing Data No Zone Terminal Sizing Data required for this system. Space Loads and Airflows Codifn g: rime" Space Load, F M/ft, Zone I FAMILY BATH 1 2.0 Jul 1800 201 5A 140.0 1.43 MENSLOCKER 1 19.91 Jul 1700, 9321 10.8, 1125.01 0.83 WOMENS LOCKER 1 24.41 Aug 16001 11441 22.51 1268.01 0.90 Hourly Analysis Program v4.61 Page 2 of 4 Ventilation Sizing Summary for Lockers Project Name:will shore new Prepared by:ESL 03/28/2013 08:21AM No data is available for this report. Space by space ventilation calculations wer*e not performed for this air system because it uses the'user-defined'sizing option. With this option the system outdoor ventilation air flow is specified directly by the user. Therefore, space-by-space calculations are not performed. Hourly Analysis Program v4.61 Page 3 of 4 Air System Design Load Summary for Lockers Project Name:Will shore new 03/2812013 Prepared by:ESL 08:21AM IN 1)4,5164,�OOOL G' DESIGN HEATING 'HEOLTIN Q.A -COO ING DATA AT�I401;1$00 TA:AT OES HTG .*F -TING 136 twa IfIff COOLING OA bB:',/, El, 165.0*F HEA, *F 11:4.8*F Sensible Latent nsible Latent. k6NSi;0ADS (BTU/hr) 1*04 Detail TWth (BTU/hr) (STUil1r) Window&Skylight Solar Loads 0 ft2 0 0 f12 - Wall Transmission 527 ft2 3804 - 527 ft2 13959 Roof Transmission 2533 ft2 3538 - 2533 ft2 13702 Window Transmission 0 ft2 0 - 0 ft2 0 Skylight Transmission 0 ft2 0 - 0 ft2 0 Doorl-oads 0 ft2 0 - 0 ft2 0 Floor Transmission 1327 ft2 0 - 1327 ft2 396 Partitions 0 ft2 0 0 ft2 0 Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 2533 W 8642 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 0 W 0 - 0 0 - People 92 27039 41360 0 0 0 Infiltration - 2231 -2921 - 10545 0 Miscellaneous 0 0 - 0 0 Safety Factor 0%/0% 0 0 0% 0 0 V, �'10tatZoriO:Load 52A 41 384,$ Zone Conditioning - 41306 38439 - 36126 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Return Fan Load 2500 CFM 1390 - 2500 CFM -1390 - Ventilation Load 2500 CFM 19794 -38439 2500 CFM 66815 0 Supply Fan Load 2500 CFM 1390 - 2500 CFM -1390 - Space Fan Coil Fans - 0 - - 0 Duct Heat Gain/Loss 0% 0 - 0% 0 5-F-'Mi- Central Cooling Coil 63879 0 0 0 Central Heating Coil 0 - 1001611 - � u0sw -Va mar y -4P ye,�, a q -4 A Hourly Analysis Program v4.61 Page 4 of 4 t -k""Y S fvt 4(1 L cz- ........... .............. ------- .................... ....... 43 -2, ---------------- (-7 S�SF s; ccv V, �7 S-' ........... .......... ................ T! t)7 -7 C5 oc cvv�, �5 vt u- AS, 61 ...........- /?�t t�5_7P ;3�O ---------- ....... Fy 3b AsT 0 _7-------------------- IL T, 2 PAP cf, C, c ........... t TXAL -Tl,,A7 MIC tL(k s bp -]F0 R T E` MEMBER REPORT ROOF BEAM,ADDED BEAM AT SIDE OF WSHP-1 UNff PASSED 1 plece(s)3 1/2"x 10 1/2" 24F-V4 DF Glulam Overall Length:IT 3" 16,B" in All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. '(Paw—, System:Roof jlt I M Member Reaction(lbs) 2692 @ 3 1/2' 3413(1.50-) Passed(79%) — 1.0 D+1.0 S(All Spans) Member Type:Drop Seem Shear(lbs) 2555 @ 1'2" 7466 Passed(34%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(R-lbs) 10871 @ 8-8 9/16- 14792 Passed(73%) 1.15 1.0 D+1.0 S(All Spans) BWldlng Code:IBC Uve Load Defl.(in) 0.286 @ 8'7 1/2- 0.833 Passed(1.1700) — 1.0 D+1.0 S(Ali Spans) Design MedwdWogy Aso Total Load Defl.(in) 0.939 @ 8-7 11/16- 1.111 Passed(1.1213) 1.0 D+1.0 S(All Spans)_ Member Pltch:0/12 Deflection aftitria:LL(1.1240)and TL(L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 16'a"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achleve member stability. Critical positive moment ad)usted by a volume factor of 1.00 that was calculated using lengm L=16'8'. The effects of positive or negative camber have not been acaxmted for when calculating deflection. The specified glulam Is assumed to have its strong laminations at the bottorn of the beam.Install with proper side up as Indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. sw .�W-7, 1-Hanger on concrete 3.SV Hanger' 1.50" 1873 1 862 2735 See note 1 2-Hanger on concrete 3.50- Hanger' 1.50- 1754 1 863 2617 See note -At hanger Supports,the Total Beating dimension Is equal to the width of the malterial that Is supporting the hanger See Connector Wild below for additional Informabon wWor requirements. le 10641i4ibiili��', mp"n 461ti 'T Nihi�. gth, 'Face I-Face Mount Hanger Connector not found N/A N/A N/A N/A 2-Face Mount Hanger Connector not found N/A N/A N/A N/A VL90 I-Unifoffn(PSF) 0 to 17'3' 4- 12.0 25.0 Residential-11ving Areas 2-Point(lb) 4- N/A 1325 - 3-Polnqlb) 12'6" N/A 1325 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordatice with Weyerhaeuser WWuct design criterlai and published design values. Weyerhaeuser opressty disclaims any odw warranties related to the software.Refer to current Wepertmusm literature for Installation details. (www.woodb�W.com)Accessories(Itim Board,Bloddng Panels and Squash Blocks)are riot designed by this software.use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. ,The product application,Input design loads,dimensions and support Information have been pro%4ded by Forte Software OperaWr Forte Software Operator Job Notes 3/1912013 11:51:14 AM Forte v4.0,Design Engine:V5.6.1.203 Scott Headrick 13070 ENGINUITY SYSTEMS ZenoAc&Assoc. WILLIMA SHORE MEMORIAL POOL HVAC UPGRADE (360)417-0501 scott@zenovic.net Page 1 of I MEMBER REPORT ROOF BF-AM,AHU-1 BEAM PASSED aFO R T E" I plece(s)4 x 8 Douglas Fir-Lamh No. 2 Overall Length:12'7" 0 12' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Ach.WI@ A1644; Result I LIDF System:Roof Location Member Reaction(Ibs) 1052 @ 3 112- 3281(1.50') Passed(32%) - 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 959 @ 10 3/4" 3502 Passed(27%) 1.15 1.0 D+1.0 S(Ali Spans) Building use:Residential Moment(R-lbs) 3083 @ S'11 11/16" 3438 Passed(90%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.262 @ 6-3 1/2' 0.600 Passed(L/549) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.451 @ V2 3/4" 0.600 Member Pitch:0/12 Passed(L/319) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/240)and TL(V180). Bracing(Lu):All compression edges(Ivp and bottom)must be braced at 12'0/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 200S methodology. MSY rt S wo 5.�, Total- Avialtal"� Rioliplivet i',i6ad Total -1-Hanger on 7 1/4"DF ledger 3.50- Hanger' 1.50" 466 629 1095 See note 2-Hanger on 7 1/4"DF beam 3.50- Hangierl 1.50- 390 629 1019_ See note -At hanger supports,the Total Bearing dimension Is equal to the width of the material that Is supporting the hanger See Connector grid below for adtfillonal Information and/or requirements. sup�!,� :.SeatLength Tip P�:: 1'.1, Facie Nmrili:. 1-Face Mount Hanger UIS48 2.00" N/A 6-16d common 4-16d common In double=r 2-Face Mount Hanger 4-26d common used In l.US46 2.00" N/A 4-16d common double shear Wain.,; (145) Comments Location, -W" 1-Uniform F`SF) 0 to 12'7" 4- 12.0 .0 Residential-Living 2-PoInt(lb) 3'8" N/A 175 SUSTAINAM FMWRY INMArW Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser opressly disclaims any O#w warranties related to the software.Refer to current Weyerhaeuser literature fbr Installation details. (www.woodbywy.cDm)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is riot Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,bulkier or framer Is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are Wrd-party certified to sustainable forestry standards. The product application,Input design toads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes 3/19/2013 2:57:30 PM ;--Scott Headrick 13070 ENGINUrfY SyS1'EMS Forte v4.0,Design Engine:V5.6.1.203 Zenolic&Assoc. WILLIMA SHORE MEMORIAL POOL HVAC UPGRADE (360)417-0501 scott@zeno�ic.net Page 1 of 1 --------------------- ------------- alFORTE' MEMBER REPORT ROOF BEAM,HRU-1 BEAM PASSED 1 piece(s)4 x 8 Douglas Fit-Larch No.2 Overall Length:12'7' 0 0 12' All locations are measured from the outside face of left support(or left cantilever end).Ail dimensions are horizontal. System Roof Member Reaction(lbs) 1022 @ IT 3 1/2" 3281(1,50-) Passed(31%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 929 @ 11'8 1/4' 3502 Passed(27%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 3278 @ V9 11/16" 3438 Passed(95%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Uve Load Defl.(in) 0.262 @ V3 7/16" 0.600 Passed(1.1549) -- 1.0 D+1.0 S(All Spans) Design Methodology ASD Total Load Defl.On) 0.466 @ 613 11/16" 0.800 Passed(L/309) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:LL(L/240)and TL(L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 1Z a/c unless detailed o#Knwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. Applicable calculations are based on Nos 2005 methodology, Supports,: ReqWr4 be";" Total. -1-Hanger on 7 1/4"DF Ww 3.50- Hangers 1.50- 420 629 1049 See note I 2-Hanger on 7 1/4"DF beam 3.50- Hanger' 1.50- 436 629 1065 See note At hanger supports,the Total Bearing dimension Is equal to the width of the material that Is supporting the hanger I See Connector grid below for additional Information and/or requirements. nn Stri66 ii"66riectom -1-Face Mount hanger LLtS48 2.00" N/A -6-10d common +10d common 4-16d common used In 2 Face Mount Hanger UJS48 2.00 N/A 6-16d common double shm Dew ;no*"% 10 11diih a, Lcoaldl.on-, W 1-Uniform(PSF) 0 to 12-7- 41 12.0 25.0 Residential-Living Areas 2-Point(lb) W10" N/A 175 - 40S(JSTAINABLEFORESTIZYINrrIATIVE Weyedoeuser warrants that the shing of Its products will be In accordance with Weyerhaeuser product design atberia and published design values. Weyertkieuser eqxessly disclaims any other warranties related to the software.Refer to current Weyeft-euser literature for Installation details. (www.woodbywy.com)Accessories(Rlm Board,Blocking Panels and Squash Blocks)are riot designed by this software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,bulkier or framer Is responsible to assure ftt this calculalion Is compatible with the overall projecL Products mam.Mxtured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. ,The product application,Input design bads,dimensions and support Information have been provided by Forte Software Operator I Forte Software Operator Job Notes 3/19/2013 3:08:04 PM Scott Headrick 13070 ENGINUITY SYSTEMS Forte v4.0,Design Engine:V5.6.1.203 Zenowc&Assoc. WILLIMA SHORE MEMORIAL POOL HVAC UPGRADE (360)417-0501 soott@zenoAc.net Page 1 of 1 ---------- aIFORTE � MEMBER REPORT ROOF BEAM,Copy of HRU-1 BEAM o, PASSED 1 plece(s)6 x 12 Douglas Fir-Larch No. 2 Overall Length:12' 0 4. 819. 2-9- q I All locations are measured from the outside face of left support(or left cantilever end),All dimensions are horizontal. system Roof Member Reaction(lbs) SD45 @ 9'1 1/2" 10313(3.00") Passed(49%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(lbs) 3043 @ 10-2 1/2" 8244 Passed(37%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) -8581 @ 9'1 1/2" 10166 Passed(84%) 1.15 1.0 D+1.0 5(All Spans) Building Code:IBC Uve Load Defl.(in) 0.111 @ 12' 0.287 Passed(L/310) -- 1.0 D+1.0 S(Aft Spans) DWgn Methodology:ASD Total Load Defl.(in) 0.161 @ 12' 0.383 Passed(1.1214) 1.0 D+1.0 S(Aft Spans) Member Pitch:0112 Deflection criteria:LL(L/240)arid TL(L/180). Overhang deflection criteria:LL(21.1240)and TL(2L/180). Bracing(Lij):AJI compression edges(top and bottom)must be braced at 11'9"o/c unless cletalled otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. -416 lbs uplift at support 1.Strapping or other restraint may be required. Applicable calculations are based on NDS 2005 methodology. -,Taft suipi"::-- I-Hanger on 11 1/2"DF ledger 3.00" Hanger' 1.50- 4 154/-383 158/-383 See note 2-Column Cap-sLed 3.00- 3.00- 1.S0- IM 3161 5045 Blociding .Blodding Panels are assumed to carry no loads applied directly above them and the full bad Is applied tD the member being designed. -At hanger supports,the Total Beating dimension Is equal to the vddth of the material that Is supporting the hanger See Connector grid below for additional Information arxVor requirements. 6nrie�..:tilhpson Sbwv IMIIB�Cohirlietct)6w�.,:�. Smt Face 11611s' 36-SDS self-drillIng 24-SDS setf-IIIIIIng 1-Face Mount Hanger HGUS.62(H1=11) 5.25- N/A wood screw 0.242 dia. wood screw 0.242 dia. 117" x 2 3/2" f DOW Loaft' illrllillli -1-Uniform(PSF) 0 to 12' 4' 12.0 25.0 Residential Living Areas 2-Point(lb) 6'10" N/A 175 - 3-Point(lb) 12' N/A 949_ 1800 SUSTAINABLE FORESTRY INITLARVE Weyerhaeuser warrants that the sWng of its products will be In accordance with Weywhaeuser product design afterla and published design values. Weyedkxwu epressly disclaims any other warranties related bD the software.RefLr to cument Weyerhaeuser literature for Installation details. (www.woDdbywy.com)Accessories(Rim Board,Sk)cldng Panels and Squash Blocles)are not designed by this software.Use of this sotbovare Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to amn that this calculation Is compatible with the overall projecL Products manufactured at Weyerbaeuseir facilities are third-party certified to utstainable forestry standards. The product application,Input design loads,dimensions and Support Information have been provided by Forte Software Operator Forte Software Operator Job Notes 3/19/2013 3:17:09 PM Scott Headrick 13070 ENGINUITY SYSTEMS Forte v4.0,Design Engine:V5.6.1.203 ZenoAc&Assoc. WILLIMA SHORE MEMORIAL POOL HVAC UPGRADE (360)417-0501 scott@zenovic.net Page 1 of I item Specs:6204310122 3/19/13 6-42 At McN1(-.%0M18LC-3LS since 1952 McNICHOLSO Quality Bar Grating, Plain Steel,Welded, GW Series, GW 125,24.0000" x 240.000099 Visit us online at http://www.mcnichols.com Order Now: 1-877-884-4653 or email sales@mcnichols.com Item Specifications: Item Number 6204310122 Product Line Grating Product Type Bar Weight : 9.1 #/SF Class : Welded Trade Name McNICHOLS Category : GW Series Major Material Plain Steel Minor Material Shop Coat Black Pnt AKA Description GW 125 Construction : Welded Spacing Description 19-W-4 Bearing Bar Height 1.25 Bearing BarThickness 0.1875 Bearing Bar Spacing 1.1875 Surface : Smooth Cross Bar Spacing 4.0 Percent Open Area 77 Width : 24.0000 Length (Span for Grating) 240.0000 SKU Type : Panel Cross Bar Type Regular HS Item Number 6204310122 Accessofles: Angle Banding Clips, Anchors, Etc End Plates Hardware Kick Plate Nosing V! 211011,11011 4'-0" 4��60 -011 2"60 3'-011 34-61 64,011 St.. 6t,00 651 66' 71-o" 81 U -366, '2217- so 70 Unit 3tress 18,000 lbs per sq. inch D A''Sj� '.'22-3 0 .397 .503 V48 X 1/80 --T5-F3 U- Uniform Load-Pounds per Sq. Ft. C '355 284", -203 178 23'7, D .318 .4 C-Concentrated Load-Pounds per Ft. width at U M *v, :A 74:: 133 105 .397 .503 min span D D s . -9, 155 3/4" x 3/16" C 4.26, .,-.355'. 266 237 D- Defiection-inches L) ::,0-/9 1'19.": 4z s18 .4o2 U 61 404-'�: '261 -.2:0 6 :A 125 10 04 70 8: 6� .377 .466 8- i29 , I/W D .074 166' i .5,33 .670 c; z2 5.05 '421 281 253 230 211 L) ;OW51 OK4.1 .302 1 .372 .451 .536 U '947_' Q.oq- 421, Saol- 2S7,-:" 187, 152 125 105 GAA & Q98 no, D 074.� .11 60:� ':R68�J :,i377 .466 .563 .670 docigned for iOS, .2i C �947 758,: 6312 1 `4741- 421 379 344 316 D �.060 '�.'Oo- 134 �ABZ'� 2381� �..$02 .372 .451 .536 wheel traff ic U �,987 6321 : :439 ' 1'58" 130 110 91 81 1-1/40 x I r) .451 6 .6P4 �7.40 C 9%e,7' 789-11 �658 .'564 49, �43,91:1� 359 329 304 282 74 1;i,6 A'91 V ��24.11' V,�'29a .360 .429 .504 .584 D �-046 iO 1:07" U ".1,480 947- �658 292- 164 140 121 483., ::370 1/4-X 3/16- D --6110 03 134 .!5:3E; .629 .730 c 1460, 84, 9817. --646', '92 493 455 423 9'T� 124-4 2 8�� -3 �.I 67, A 46- i-Q, 0, 6b .42 D -.0461 1 9 .504 .584 U '1421- 63Z 90S 115-81 135 116 e _4164 355' 281, Z27-�: -1,B'S' .524 .608 .7C 0i AIZ:' �;'�.At'2 i��-A A 112*x 1 '8" D �'j C 142"1 '41.37. 947 '612 7111 ",4tJ332n- 5"68", `:'517; 474 437 406 35 D Z640 .0.6211.� -..089 - .,:.-i 22�1 -.':�201� ��24,8.' -D30 .358, .420 .487 .6 U .2132 1364,� 947 , 696 S-33,, 4?1 -2,82 202�' 174 1 23:7-: 1, D -060 :Otq�' !Iz 'A62--' -.19,94 261- e� ": : (-1/2'ix 3/16' A47 :.624-. .608 .7C C ,'2132 1705 1421 1,21,6.. 1'066` .'"1947.. '., '8'53-'1. 7 7,5�;' '711z: 609 5:2 2Z: ".,I 300� .487 .6 D 040 1. '�062, �089-':' Iz, 60', U :.1857 1-289' %947 :� 725.j 573 4:6,* 322 �'23 I 1E O.J %S'21- .6 .04a'� 0�6 izo �216' L�'s' .1.- ;- -, I , D 7 .,006:% F�a: 4't '; E 314"x 3/16" '967 �89-3-i r. 2901 1161 '23.21:�' 1,934-, 16515,,�' 45'1:�:� 1289" 1055 25, D .034, 00'53:` G 077 -A,64, 116. .2 77 7 22 U �3789,� �2425 �A 237,,: 749 % -6'06;'�'�� J9-6:�; .4Se -5G 2" x 3116' D '�067- �004 .: 141�' . 4 63t c �147841' 303P:,. 2.85 2 _lfif 1, 9 5 ABA4- 15�1 a 1,37R Ma'." , 11,66' 10 P-A 94 .268 --134'&�, 7 0 47, 604 D -63 U 74- C 726 306,9-'213Z 947- 7,;67-1, 634, 533, 454", .�o -22 0 7, 114':K 3/16 74, `2909�-. 2,122, g�" "159.9 1 A" "A 3 70' -.11:P C 471-0.6 3837, '3107 274. 1,744 iYO�, 2 4 D 41- b6o: �""�08'1: .1341 626: .0 38 U 5921 3789' 72-6=3 , 19 33 14W,777-0 7�, 783'�� -650 . 59,1�1 ��483:; 37 ..8 31 '6,de D .030, 64i .06;11.il-��.:1119"" . A51 -�1.6o 1/20 x 3/16 ZY .20 .47 C 59,�2i: 4737 3947 2,38-, �2061 2632 :1 .236 !,A: A602 141 G- 2163�1 1974 1822 -'024 .�O3� : .054 �.073 �.j 21 1 :.,149, 8D 1 .215 , - z292 ..3E 'pans in shaded area produce adeMection of 1/4" or less under a uniform lead of 100 pounds per scuare foot. This deile( ion is recommended as the ma)dmum to provide pedestrian comfori. It can be exceeded at 'Lhe discretion of the engineer. To,aetei mine low lortypes.snovvn DejoW, muMply val e anove Dy tne.,corres;Fanding io CONVERSION TABLE- factor. Q�Vectlgfi..iiri� tfie tac'toreJ]Qa:d vylil'be s�arrle zs z1h n-in Ioad:ii6le, POOL SYSTEM CALCULATIONS enginuity Project: William Shore Pool Retrofit Project No: 12005 Page Title: Pool cacs systems Engineer JB Page: I Date: 2/11/2012 Total Pages: I Pool Name: 0 Design Conditions Pool water temperature deg Indoor dry bulb temp g deg Indoor wet bulb temp 68.25 deg Relative humidity % (Indoor pools typically 50%) Pool location 1 =indoor,2=outdoor Pool type 1=pool,2=spa,3=wading pool,4 spray pool Pool Dimensions Surface area it, Average depth it Volume 29791.60 ft' (average depth x surface area) Volume 223437.00 gal (volume in ft)x(7.5) Heating Evaporation 254.60 lb/hr Evaporation heat 254604.43 btuh(w/o safety factor) 74.58 kW Evaporation heat 330985.75 btuh(w/safety factor) 96.95 kW Airflow Natatorium floor area 1t2 (total,including area of pool) Average height of natatorium ft Connected space volume fe (include all other spaces directly open to natatorium) Wetted floor aream ft2 (6'perimeter area around pool-used for Evacuotor sizing) Deck area 5505 ft2 (not including pool area) Total natatorium volume 225750 it' Air changes per hour (typical natatorium design is about 6) Ventilation rate CfM/ft2 (ventilation code minimum=0.5 cfm/ft) Minimum ventilation airflow 5375 cfm Design ventilation airflow cfm Minimum exhaust airflow 22575.000 cfm Design exhaust airflow cfm Actual air changes 6.379 Supply/exhaust ratio % (typically 90-95%,supply/exhaust) Supply airflow 20317.5 cfm Design supply airflow cfm Design upply/exhaust ratio 95.83% Contractors or Tradespeople Printer Friendly Page Page I of 2 Genera[/Specialty Contractor A business registered as a construction contractor with 1-8d to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name RAMSETT MECHANICAL CO INC LIBI No. 601554590 Phone 4252519404 Status Active Address 263 Sw 41 St St License No. RAMSEMC0631-3 Suite/Apt. License Type Construction Contractor City Renton Effective Date 6/23/1994 State WA Expiration Date 10/20/2014 Zip 98055 Suspend Date County King Specialty 1 Plumbing Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty Specialty Effective Expiration Status 1 2 Date Date ARIESMI990PA ARIES MECHANICAL Construction General Unused 10/1/2001 10/1/2013 Active INC Contractor Business Owner Information Name Role Effective Date Expiration Date GOODMAN, MICHAEL JAY President 06/23/1994 DAY, THEODORE A Vice President 01/01/1980 08/11/2005 DAY, ANN E Vice President 01/01/1980 08/11/2005 Bond Information Bond Bond Account Effective Expiration Cancel Impaired Bond Received Bond Company Number Date Date Date Date Amount Date Name 5 Lexon Ins Co 980606205 06/22/2011 Until $6,000.00 06/10/2011 1 1 1 Cancelled I 14 IPLATTE RIVER 41069380 06/22/2006 Until 07/11/2011 $6,000.00 06/22/2006] INS CO I I Cancelled I I Assignment of Savings Information No records found for the previous 6 year period Insurance Information Company Policy Effective Expiration Cancel Impaired Received Insurance Amount Name Number Date Date Date Date Date American https:Hfortress.wa.gov/lni/bbip/Print.aspx 4/29/2013 Contractors or Tradespeople Printer Friendly Page Page 2 of 2 19 States Olci2438023 06/22/2011 06/22/2013 $1,000,000.00 06/20/2012 lInsurance Co AMERICAN 18 STATESINS 01C124380210 06/22/2010 06/22/2011 $1,000,000.00 06/22/2010 co AMERICAN 17 STATESINS 01C124380210 06/22/2009 06/22/2010 $1,000,000.00 06/19/2009 co 16 OHIO CAS INS BK053064573 06/22/2008 06/22/2009 $1,000,000.00 06/20/2008 CO I I I I OHIO CAS INS BK053064573 06/22/2006 06/22/2008 $1,000,000.00 06/14/2007 CO I I I I I I Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information Infraction /Citation I Date I RCW Code Type Status I Violation Amount IPYONK00215 12/24/2009 118.106.020(5)(b) RCW IPLUMBER INFRACTION ISatisfied 1 $250.00 https://fortress.wa.gov/lni/bbip/Print.aspx 4/29/2013 7 HVAC IMPROVEMENTS AT WILLIAM SHORE enginuity systems MEMORIAL POOL DISTRICT CITY OF PORTANGELES—Construction Plans The Issu3nce of this permit". upon these plans,specirl- STATE PROJECT NO:2013- 159G(I- 1) cations and other dab s�e!i not pravPnt the building official from thereafter requf,4ig the correcF-in of errors in said ESL PROJECT NO: 12003 Oans, specifications and other data, or fron, preventing building operations being carded on ttareunder when in violation of all codes aFd Of this jurisdiction. C.PT Approval Date B0 L-�L� P—�s. c— OWNER: P STEVE BURKE 1A WILLIAM SHORE MEMORIAL POOL DISTRICT 225 E.5TH STREET PORT ANGELES,WA 98362 Shore C� ?Poo, A.C. C—ho--p..=— PROJECT TEAM: DRAWING LIST. PROJECT LEAD: AOO LEGENDS ABBREVIATIONS.AND GENTRALNOTES ABACUS RESOURCE MIANAGEMIENT'COMPANY = TTII-EsHEE-7 le� �11 ART) DLETAILS A101 DETAILS 12655 SW CENTER,SUITE 250 S:OD STRUCTURAL PLANS AND DETAILS I so] STRUCTURAL NOTES AND DETAILS -A BEAVERTON,OR 97005 moo LEGENDS,ABBREVIATIONS.AND GEMMAL NOTES M= SCHEDDIES ORA F.� VAC M[ECHANICAL ENGD41EER: F—, m too NY DEmoLnION PLAN-MAIN FLOOR M200 H AC PLAN-FOUNDATION HV N1201 AC PLAN FIRSTFLOOR 3.18-2013 ENGINUITrY SYSTEMS,LLC 14� M202 HVAC PLAN ROOFPLAN M203 ffVAC PLAN ROOM 45 NVIOD FLOW DIAGRAMS PROJECT TITLE 732 BROADWAY,SUITE102 M50D POINTS LIST N1600 DETAILS WILLIAM SHORE TACOMA,WA 9W2 M700 SBCnONS AND DETAILS MEMORIAL POOL CONTRACTOR SrAGT4G AREA m800 SEQUENCE OF OPERATIONS Pool LEGENDS,ABBREVIATIONS,AND GENERAL NOTES UPGRADES P002 SCHEDULES PloD ENLARGED MECHANICAL ROOM PLANS P2oo DIETAILS PROJECT ADDRESS ELECTRICAL ENGINEER: P300 FLjOW DIAGRAMS E:01 EL137TRICAL SymBoLs LEGEND CROSS ENGINEERS,INC E102 EILBCTRICAJ-FLOOR PLAN 225 E.51H STREET 6509 6`114 AVE TACOMA,WA 98406 E 03 PARTIAL ELECTRICAL DEMOLITION FWOR PLAN PORT ANGELES,WA 98362 E20: PARTIAL ELECTRICAL FLOOR PLAN E30 POWER RISER DIAGRAM KEY PLAN E302 ELEIC"MCAL SCHEDULES STRUCTURAL ENGINEER: ZENOVIC AND ASSOCIATES 301 E 6TH STREET,SUITE I PORT ANGELES,WA 98362 ARCHITECT: DRAWING REVISIONS I ADDENDUM 1 3128/7013 LINDBERG AND SMITH ARCHITEC17S C-C-7 L'0r—4-CA-- zo-f%l 2 319 S PEABODY STREET PORT ANGELES,WA 98362 2— '1$-t-f C— 11AW111 1111 ADDENDUM 1 03/28/2013 111111 IIILE PRIMARY CONTRACTOR LAY DOWN AREA CDRAWN ccN HECKED 3NB E 51 PROJECT N 12003 SITE MAP C N ROJECT IT SHEET NUMBER ILSCALE: NONE G001 SHEET OF A ALTERNATE BIDS GENERAL NOTES 1. ADDEVACUATCR FRENCH ANDEXIMOR PUENUM PER 1. SYSTEMS PROVIDED UNDEM THIS CONTRACT ARE CLASSIFIED F SYMBOL LEGEND ABBREVIATION LIST DRAWINGS AND SPEMCATIONS.ADD EF-3 TO PLENUM AS COMPLEX SYSTEMS PER TIM WASHINGTON STATE SYMBOL DESCRUM04 SYMBOL DESC?JPnON PROVIDE ALL COMMODITIES FOR CUNPIETE INSTALLATION NON-RESIDENUAL ENERGY CODE PROVIDE COMMISSIONING (E) EXISTING PER SECTION 1416 OF THAT CODE PIPE DOWN AFF ABOVERM FLOOR 2 ADD CHEMISTRY O0NTRCLLFR PER SPECIFICATION SUPPLY AIR DUCT UP AMP AMIliRES CITEMISTRY CONTROLLER IS OWNER PROVIDED, 2. ALL DUCTWORK SHALL BE Zff PRESSURE CLASS UNLESS CONTRACTOR INSTALLED PROVIDE ALL coNamnIFS FOR SPECIFICALLY NOTED On-I M-WISE IN THESE DRAWINGS OR IN enginuity systems. EX]HAM/RETUFtNA[RDUCl`UP CFM CUBIC FEET PER MIKLITE COMPLL FE INSTALLATION THE SPECIFICATIONS. ON DOWN 3. ADD SALT SYSTEM PER SPECIFICATION SALT YSTEMIs 3. PROVIDE TURNING VANES IN ALL UTTERED RECTANGULAR 'TRAIN, FAT ENTERING AIR TEMPFAATuRECDEGREEs FAHRENHEIT) OWNER PROVIDEEk CONTRACTOR INSTALLEDSPROVIDE ALI. DUCT ELBOWS&TEE-S. OUTSIDE AIR DUCT LIP 13C alICTRICAL CONTRACTOR COMMODITIES FOR COMPLETE INSTALLATION RuTTEFtFLYvALvr ESP EXTERNAL smic PRESSURE 4. PROVIDE BALANCING DEVICES ON ALL NEW AIR TERMNALs SUPPLYAlRDUCrDCWN FFM FEET PER MINUTE 4. AM WASHERM i RANDSERVICESEN&PER &OUTSIDE AM DUC.7 SECTIONS YF SPECIFICATIONS.PROVIDE HOT WATER AND COLD WATER FT FEET HOOKUPS PER PLANS AND SPECIFICATIONS.PROVIDE S. INSULATE ALL DUCTWORK SYSTEMS PIR WASHD4GTCN FLEXIBLE PIPE CONNECTION ExHAusT/RETuRN Am DUCT DOWN GC GEN!ERALCONTRACTOR WASHER WASTE TO(E)WASTE PIT PER PLANS MAJOR ITEMS STATE NON-RESIDENTIAL ENERGY CODE REQUIREMENTS ARE OWNER PROVIDEE%M INSTALLED PROVIDE GPD GALLONS PER DAY C,�RACIGR PFrrSPLuG OLTFSEF)EAIR DUCT DOWN ALL CGUMODMES FOR IPLETE IMTALLAT70M 6. PROVIDE R-7 INSULATION FOR ALI.OUTSIDE,OR DOCTWORK OPT14 GALLONSPERMINUT 5 DEW PANS PER PLANS AND SPECIFICATIONS.PATCH PER FROM OUISII)E AIR DAMPER TO OUTSIDE AIR INTAKE AT OTAXX-7) DUCTUP(RCUND) H HEIGHF BUILDING EXTERIOR HP HORSEPOWER ARCHFIECIURAL DOCUMENTS W INrFI?MT70NAI.MSCHANCAL CODE 7. LOCATE ALL VALVES,TRAM,TEST PORTS,!DAMPERS, CONTROLS.CLEANXIUTS.Mr-TO BE ACCESSIBLE FOR DUCTDOWN(ROUND) IN Doi MAINTENANCE.ADJUSTMENT,&TESTING PROVIDE.ACCESS KW KILOWATT PANELS FOR ALL CONCEALED DEVICES. C= CEILING AIR TERMINAL(ROUND) L LINOTH 8 INSULATE PIR NO PER WASHINGTON STATE LAT LFAMNG,AIR TEMPERATURE(DEGRM FAHRENHEIT) NONAESEDENTIAL ENERGY CODE REQUIREMENTS, .�S— CERING AIR TERMINAL(SQUARE) LEIS POUNDS MAX NLAXENIUM 9 ALL ELECTRICAL WORK SHALL BE PERFORMED IN MOTOR CONNECTION FLE)CIBLE I IUCT ACCORDANCE WTTH NATIONAL ELECTRICAL CODE MBH THOUSANDERITISH THERMAL UNITS PER HOLM STANDARDS AND IDCAL,REQUIREMENTS DIFFERENTIAL PRESSLRE SENSOR MC MECHANICAL CONTRACTOR BAcKGRAF-r nvAPER MCA MIN[MLIM CIRCUIT AMPACITY 10, ALL FIELD WIRING SHALL REQUIRE AN ELECTRICAL PERMT NER MANUFACTURER AM SHALL BE PERFORMED BY A LJCENSED ELECTRICIAN rV VARIABLEFREQUENCYDRIVE TURNING VANES MEN MIMMIJM It. PROVIDE COMPLETE CONDENSATE DRAINAGE SYSTEMFOR --I.— r X EQU. '=7 V% RETIRNEXHAUST11RANSFER ATREToW C23� SUPPLY AIR DUCT up MWP MAXIIVIUM OVERCURRENT PROTECTION TO NEAREST IIR==, I STw NA NOT APPLICABLE FUNNELDRAIREFCL SLOPE NON-PRESSURIZEDDRAIN w NOISECRITERIA PIPING TODRAIN LOCATION PIPING&FITTINGS SHALL BE SUPPLY AERFLOW Ex:nAusT/EETURN AIR DUCT UP NPSTIR NM04AL PUMP SUCTION HEAD REQUIRED PVC OR CFVC MENWM PIPE SIZE SHALL BE 3/4"INCREASE PIPE SUE WHERE MULTIPLE BRANCHES ARE MANLFCLGED OSA OUTSIDE AIR T. POINT OF CONNECTION TO EXISTING OUTSIDE AIR DUCT LIP ED PRESSUItE DROP I I ALL PIPING&DUCTWORK IN FINISHED ROOMS OR SPACES PH PHASE: DEMOLITION SCOPE OF WORK SHALL BE CONCEALED IN A FURRED CHASE OR ABOVE THE SUPPLY AIR DUCT DOWN PVC POLYVINYL CHLORIDE HARD SUSPENDED CEILING UNLESS OTHERWISE NOTED lzXl2CD-I RPM REVOLUTIONS PER MINUTE 13. TOTAL STATIC PRESSURE NOTED IN SCHEDCLEs SHALL HE 10027 DIFFUSER CAUOUT(SIZE,TYPE CFIA 50 FPM THROW) ExHAusTAunjRN AIR DUCT DOWN SNLACNA SHEET METAL AND AIR CONDMONIM CONTRACTORS NATIONAL ASSOCIATION ASSUMED TO INCLUDE DUCT SYSTEM T004NAL LHTS, Sp STATIC PRESSURE FILTERS.COILS,ETr 6 BALL VALVE ouTsEDE AIR Ducr DcTwN 0— IS THERMOST C TYP TYPICAL 14. ALL SLMY AIR FILTERS SHALL BE MMV.8 RATED ALL FLOW DIRECTION CEELING AM TERMINAL(SQUARE) RETUID&EXHAUST/OLITSIDE AM FILTERS SHALL BE MEFtV-8 .—M WD VARIABLE FFEWEWY DRIVE RATED I A"I I 111 '"_0—TOnRO PUMP FLFXaREDUC7 W WATT 15. AIR TERMINAL SIZES SHOWN ON PLANS ARE NECK WFS. —A-011DWIS. W, WITH PROVIDEADDITIONAL PANS.HARDWARE.EM,REQUIRED TO WI WIDTH INSTALL AM TERMINAL IN CEILING SYSTEM. CIRCUIT MOTORUSEDDAMPEIZ A 16 WATER PIPE CONNECTIONS TO AM HEATING AM COOUNG Auromp.-ne OR MANUAL Am VENT COILS SHALL BE M"UFAC'TURED&CON[NECIED IN COUNTER-FLOW CONFIGURATION BETWEEN WATER&An PRESSURE GAUGE I..�.AY...R.(SQUARE) 17. WALL REGISTER-TYPE AIR TERN04ALS SHALL BE INSTALLED AT r AFF N0014LU ELEVATION @ TEMPERATURE GAUGE THREE WAY CEIIING AIR TERMINAL SQUARE) IS AgtTERNONALSINLNFIMMMSPACFSCRCPENCEILM AREAS SHALL BE INSTALLEDAT72"AFF UNLESSaniERWISE @ PRESSURE SENSOR TWO WAY CEILING AIR TERMINAL(SQUARE) NUTEDON THESE DRAWINGS 18-2013 19. ALL PRESSURES LISTED ARE GAGE PRESSURES UNLESS HUMIDITY SENSOR TWOWAYCEILINGAIRTERMINAL(SQUARE) OTHERWISE NOTED PROJECT TITLE —X— FENKELINE 20 SEISMIC PROVISIONS ARE REQUIRED-REFER To WIUJAAA SHORE SPECIFICATIOM. MEMORIAL POOL CHECK VALVE 21. THE FIRST FIGURE OF DUCT SIZE CALLOUTS INDICATES UPGRADE$ DDAENSION OF FACE SHOWN OR DiDICATED DUCT SIZES ARE NET INSIDE DIMENSIONS. 22. A SHORT DASH IN A SCHEDLLE TABLE CELL INDICATES THAT PROJECT DDRESS TEE COLUMN HEADING IS NOT USEDOR MIT APPLICABLE TO THAT SCH[EDUIM ITEM 225 E.SIN STREET PORI ANGELES,WA 98362 23. COORDINATE LOCATIONS OF ALL CEILEfrMGUNTEI) EQUIPMENT,AIR TERNMLAL-%ETC WITH LIGHT FIXTURE LOCATIONS KEY PLA N 24 MAINTAIN AND RESTORE(IF INTERETUFTED)ALL CONDUCTORS.PIPIND,&DUCTWORK PASSING TH�RE& RENOVATED AREAS AND SERVICING umisnlRE 25, REMOVE ALL ABANDONED DUCTWORK,PIPING.CONTROLS, WIRING,ETC.WHEM ACCESSIBLE IN RENOVATED AREA& 26 V41ERE CONTROLS ARE DEMCLISHED REMOVE VARING BACK TO NEAREST CONTROL PANEL.OR JUNCTION BOX RENIOVE ACCESSIBLE CONDUIT,JUNCTION BOXES,EM KEY P-- 27 OWNER SHALL HAVE FIRST RIGHT OF REFUSAL FOR ALL EQUIPMENT AND COMPONENTS REMOVED DURING DRAWING REVISONS DEMOLITION. I ADDENDUM 1 3J28/20)3 2 3 4 5 DRAWNG ISSUE TE ADDENDUM 1 03/28/2013 SHEET TITLE ME An GENERK I= z 2 DRAWN cc 1 I- CHECKED '�B V U ESL PROJEU 0 12003 CLIENT PROJECT 0 I— SHBET NUMBER CA z 0 Mool U SHEET OF AIR HANDLING UNIT SCHEDULE AIR TERMINAL SCHEDULE SIAMOL AL4WFlC7URhR AIGUEL NEATIAG COIL DVHJDWWAEFIE4T Cuouva COIL SUFMFAN EMUSTFAN Alw FTLYEREFWLENCT aEcnuc4L STAR7ER ITIEZUT AVIES SYAWL Ai4AVFAC7t1RFR ABODa A IOUNTW,7YPE STYLE NOMS Azwl I-, wm&cmN YorAL siNstatE ca I RpAi T-,u-!Ef� - I -�,,;T - I vLr px4SEI ArA I Amp Im AffGI Ir 181.41 (LaS, _ AHULI MNUMff fMLlOU�Pf-2"D-HW-OX-IIP46J 13% 345 VI 54-2 2.5" 24ODD 1 1337 1 0.75 1 X 2.1= - - 1* MERV-8 460 x SDII TITUS MCD T-EIAR GRIT) LOUVER FACE If 141 MFxV-8 _AHUn2 TRANE _x I WI 1.2,3% SD-2 TITUS 35W SECEMOUNT GRILLE enginuity systems- f.U?A-rSliAUBEOWt*MSUPnIMAMOONTRACTCItIMTAUM WIT TITUS 5OF T-BAR GPM EUGCRATF 2.PROV]DEWITHODATINGS SLITIABLEFOR MARINE ENVIROMENT RG-2 TITUS 350F SIOEMOM GRILLE I PROVII)EWITHNIAMEACTUREFtSRECONPAENDMROOFCL)Ra P= 5OF T ELARGRID BOOCRATE Tr----ni PUMP SCHEDULE NOTES; 1.PROVIDEAIR BALANCING DEVICEATEACH AULTERMI S)AZWL AZ4MF4C7URER A10DIM SERI rE TITE If' HEW NPWR RPA I EZEC7Rr4L STimmml A G a Frdff 2.PROVIDE AIR BALACENG DEIACES AT EACH OLTLE GPAl(rE&GN)I CPAI(ABM eF7) (11) Iff. ir mg, IVLT 77 "1 r P-1 B&G co HYDRONIC LOOP INLINE 2M 17. 3.00 48D 3 x rMiNE 4.EVACUATORBF14CHSMMENTIS96-LCM,16-W WIDE AND I6-M6-TALL.INSTALL PER MANUFAITUREFIS RECCMIVIENDATIONK. P-2 B&G so IVYDRONICUDOP INLINE 238 8.6 1750 3.00 48D 3 x INIJNIE 5 PROVIDE F1344UTYPE ENDCAPS�CREVACUATOR Efillf MANUFACTURER P B&G 8D WSHP LOOP INILINE log 4.2 1750 200 x 6,CONNECT TOGETHER PER S RECOMMENDATIONS. P-4 H&G so AIR INLIM 34.2 7 5.4 1750 - x NOTES: 1.PROVIDE VEDIN NEMA 12 RATEDENCLOSURE ENTIRE IMTALIA71ON MIALLcoNFORMTO NEMA 12 AIR TO AIR HEAT RECOVERY UNIT SCHEDULE HYDRONIC HEATING COIL SCHEDULE STAML AMNUFX7MER A10DEZ "RYFAV -- WIWER "A OR am IFA7ER RLJINEFTrM�Cl' AOM MNWAC7VREN C"I RPAI MP &W(%0 OW&V DB HIT LZ WEIGHT SIAMOL A I IM (DRIJ APAJ MP7".I SUPW EMUST IVEr IPMISE1 Arl j1JlCljIEDjAjFGj EC I NIA 25M - - I I -- I I E4T(M) PD(IM Main EWT 075 263D 0.75 61STi 60.97,- 85 1 65 23 MERV9 MERVIT 4w 1 3 1 1, 1, X 69� 1,2.3 C-1 TRANE DP21318 -.29 H:Tl 1,2 C-2 TRAM 55 0.28 7 1 2 I.PROVMEWTrHCOATMMAPFUCABLETOCFRMMTEDMARINEU.NMMIDM I OWNER PROVIDED,CONTRACTOR INSTALLED NOTES. IPROVEDEWMiNLNMNACTURE]rSRECONDADOEI)ROOFCURa FAN SCHEDULE S)AMOL AUNUFAC7URW AVOEL LOUVER SCHEDULE ARE] CFA I RPAI SOLAD E7.lr7RFCU, SKA um IF;- SP FORER(UA= A 1011WIAG SM19% A VIDEL A.D-1.01 (Ag Bp w I vLr PHASE JTD A Ir NIA SER110E CRI BE-R-A ACCU-B-M 0115) SIZE(m Du�nv FREE AlffPO A141:1aOCITY AGM CONDMK GESCREPANCLEB-I BE EF-1 GREENHECK CW-060-G CHEMICAL STORAGE 96 o2D 1300 25SCNES SI 1/10D 120 1 1 x 26 11 L H 0719 ARE4(FMWI) (bNW (NnnIp CO--SRESPOMMENMEEEID VRFY ALL CONDROM 900 EF-2 GREENHECK -CW-LI.-B ��CAL R.� IIED &2 SOMES MEWALL M X 53 1.2 L-1 GREENHECK AFJ-601 0 60 L-2 GREENHECK AFJ-601 -=.IT NOTES:IT-3 GREENHECK CUF-161 EVAC 4000 22 SONES PLJ�NIUM 2 x NOTES: 1.PROVIDE WITH ALL DEVICES FOR WALL MOUNITED INSTALLA BOX 1.SOUND GENERATED SHAM NOT EXCEM45 NC. 2.PROVIDE WITH INTEGRAL BACKDRAFt DAMPER.FROVIDE WITH COATINGS APPLICABLE TO MARINE ENVIRONMENT 3 PROVIDED UNDER FVACUATOR ALTERNATE BID].PMVMEWnH ALLCOMPOMM FOR EXTERFORDLICTPLI-NMINISTALLATION ELECTRIC BOILER SCHEDULE Sl,AA9L AILNUFACTUPZ? Mom FIFE 01 �13 .,A PD ELAC7RIC-1Z. oul. 0;7) FOLT MASE AIC4 AAOXCP M", "IT "'T `2", "D 3-18-2013 EXISTING EQUIPMENT SCHEDULE S33LYOL ITPE AMNUFAC71MER AIODEL TYPE SMICE DEXROYDAPDATA AMW NOTES: KW-S8I-LW-28NI7 1 567 100 140 2M 1 1 480 3 1 686 1 860 1 11.2 PROJECT TITLE &AHUL I AIR HANDLER NATATORIUM AIR 1,161 MITI HYDRONIC HEATIM COIL 11360 CRM.SHP FAN DEMOLISH X� WILLIAM SHORE F-AHU-2 AIR HANIDLER 290 MBH HYDRONC HEATING 0011-3420 CFK 1,2 HP FAN - 2 OWNER PROVIDED CONTRACTOR fNSTALLED EQUIPMENIT MEMORIAL POOL �LOCKER kR00M DEI�MSH F-AHLL3 AIR HAbIDLEEL MOFUH LOCKER ROOM 29D M13H HYDRONIC HEATING COIL,3420 CFM.V2 HP FAN DEMOUSH - UPGRADE$ E-B-I ELECTRIC STEAM BOILER ABOO STEAM POOL 416V,M5AMN,3 PH,594WO WATTS HEAT EXCHANGER SCHEDULE DEMOLISH &EF-I EXHAUSTFAN WAUN63UNr NORTH RESTRIODMS 6MCM16FW 11�7 ALT BED�S.TAKIN�- SYAfik?L -7k"AC7ERER ACIOEL S111110E MT10AD H)DROXICLOOPSIDE PROJECT ADDRESS LOAD &EF-2 E)DIAUST FAN WALL MOUNT -�CAL R�OOM 1150CFK 116HP DEMOLISH - (B70B SIV01 :L�GPAIEW SYSTMI��ERT LIFT pD(Fn I LIFT PD(FI) 225 E 57H STREET F,EF-3 EXHAUSrFAN WALLMUNT NORTH LOCKER ROOM 21SOCEM.1,2HP DEMOLISHIFALTBIDS Hx-I BELL AND PORT ANGELES.WA 98362 F-EF4 EXHAUST FAN IS TAKEN GOSSETT GPX POOL WATER 1299113.9 HYDRONIC 1 65.6 1 1� Im 1.10 2 WALLMOUNT SOUTH LOCKER ROOM 2150CFKI,2HP DEMOUSHIFALTBM51S TAKEN H.X-2 BEULANIDGOSSETT GPX GUMESnCHW 544M HYDROMC TLS I IQ IOD 4M -DOMESTIC HW 12, 5D 95 3,0 11 KEY PLAN F-EF-5 EXHALISTFAN WALL MOUNT SOUTH RESTROOM 3W CEM.1112;�-- DEMOLISH IF ALT BID 5 IS TAKEN NOTES: &EF-6 EXHAUSTEAN WALL MOUNT CHLORINE STORAGE DEMOLISH - 1.DOUBLE WALL UNIT WITH STAINLESS STEEL M414EMOM OWNER PROVIDED,CONTRACTOR INSTALLED &L-1 LOUVER WALL MOUNT AHLLI DEMOLISH - 12.PROVIDE CONSTRUCTION SUITABLE FOR POOL WATER E�L-2 LOUVER WALL M()UNr AHUL2 DEMOUSH &I SCOREBOARD WALL MOUNT 4 12D V.OUTLETS RELOCATE WATER SOURCE HEAT PUMP SCHEDULE F-2 CLOCK ZLL MOUNT RELOCATE STAR% AkMFAC7bRER MODEL INATM F-3 SPEAKERS WALL MOUNT FAN "C� om KEY P-- E-4 CLOCK RELOCATE C-PAI PD AMq COP PHASE1 A- WALL MOUNT RELOCATE DRAW NG REVISIONS F L,3 LOUVER WALL MOUNT TOTAL I ADDENDUM 1 3/28/2013 0040LISH WSHP-I MULTISTACK (2ARPT3UXMNVlfSJAAH%N410A 109 7.1 5- fT 1�j AHLL3 - [!-I -- 1 200 1 E-HP-I HEAT PUMP NATATORIUM AIR 2500CFK I HPiAN DEMOLISH NUTE&* 4 FAIP-2 HEAT PUMP NATATORRIMAIR 2500 CF?4 I HP FAN 5 DEMOLISH I.PROVOEWrrHELECrRICALTNVlb"WKrr. A &HP 3 HEAT PUMP NATATORIUMAIR 2%0 CM I HP FAN S T 0 DRAWING ISSUE DATE ADDEND 03128/2013 UM I .Z �T NA A-AlR I HPFAN NOTES: DEMOLISH 3.PROVIDE 3 S=MDUNnNO RAILS.ONE RAIL FOR FACII OU]SIDE EDGE AND ONE RAIL To BE SHARED SHARED IN THE SHEET TITLE LCOORDINATE RELOCATIONWITH OWNER ANDELECITICALCONIRACrM 4.INUrALL MOUNBTND RAILS ONROOF,LEVEL pERMANUEACrLaEjrS RECCMENDATIOM 5 OW14ERPROVU)ED�CONTRACrORDETAUEDEQUOMENr EXPANSION TANK SCHEDULE AIR SEPARATOR SCHEDULE CHEMICAL FEEDER SCHEDULE AVD& CJp �.V 1HEIGHT1 A407ES z Af4NWAC7LRER W PRASSURE S)AH"L A"NUFXTUIZER AIODEL PAI PD AIDDEL 2 DRAWN CCN CHECKED JNB AMIROL AX (psi) Yoru ACCEPTAACE r.4ld PRESS(PSI) aBSD u 0 I fix) -C -CAl- 21.1 .1.3 R4F 4 HYDROMCLOOP ESL PROJECT hum: 17(f C&I DOME HYCRONCI- 1 2.39 1 200 19 11 CLIENT PROJECT 0 2OD3 NOTES: 1�- SHER NIINHIER CAI 1.PROVIDE WITH GRAIN PIPE INDIRECT DRAINTONEAREgr FUNNEL DRAM z 0 M002 U SHEET OF GENERAL NOTES 1. CXWMCrORTOREMDVEDROPPEDCFILMINLOCKER ROOMS TO THE EXTENT REQUIRED FOR DENMMON AND TO "TALL NEW WORK REINSTAM EXISTING CEMING REPLACE EIRCKINTILM ACID P STORAGE .LAN NOTES enginuity sptems, E I REMOVE HEAT PLIMPS,D(icrwcRr,Danums,im)Romcs Am APPURTENANCES IN ITS EWITRETY(TYPICAL IN INS AREA) (D REMOVE DiFFusms.mcrwcRK AND APPLTRTENANcm INITSENDIRM(TYPICALl �E-Wj :::-:a-OB ERVATION FILTER S I TO.RAGE TAN K (D msTTNGDwEusER/ORa.LE ToBE DEmousHED SEATING OWNERS REP TOMOVE EXISTING EQUIPMENT 18'r COORDRLATr NEW LOCATION WITT I ELECTRICAL CONTRACTOR MECHANICAL VAULT Q BATHROO! TANK (D EXISTING LCkJVER.NOT IN CONTRACT 6/ CHLORINE (D DISC%Ni ALL ELEcnucAL comccnam,DEMOLISH Lucr L WASTE UP TOFEW'CDr4CHLS FROM EXTERIOR WALL. G- C)-- 1016 DN @Dmiomamm PADS wrn I EQuwmENr SFESHEETP101 6 (D PATCIH TONIATai EMSITNG PER ARCI-117ECTILTRA1, CIR ON (D EXISTTNIGPENEMTICINS TORE USED FOR RITILIRE D= 13 PENEIRATIONSINTOBUILDING OR ROOF HATCR IG16 Z (DPATC[i AREA TOMATCHI EXISTING CEILNG PATTERN ON STORAGE 1\1*L Q- E-HP-3 7 OFFICE OFFICE IDE-2- L 3324-CD POOL 30/16 WORK JANITOEi A 0*MAL 0-03 AID FELD OMERVAD M.AND-10T OFFICE ----- - ------- .1—A A.. -.—DE ALL C.".- 11 3 11 3 ON*FANROOM d" LALYOLIT'INSET.niIS SHEET (DWF-HP-2 MA LOBBY OFFI E AL o 3-18-2013 PROJECT IDLE WILLIAM SHORE 12 MEMORIIAL POOL UPGR"ES E-4- 41 < Ix PROJECT ADDRESS 225 E.STH STREET PORI ANGELES,WA 98362 cr �IWOM6' 24r*CIO 3 OCKER R� CONTINUMON"HVACDOWILITION (D@3F,HP-I PLAN-MAIN FLOOR",THUS SH= < f Of K"EFI(D 911 L)N 36/12 DN 4' C) KEY PIAN crL it U 24/30 TOILET U.1-, --It- -9-1-108 DRAWING REVISONS > 0 0 12/12 ON 21 ADDENDUM 1 3128/2013 3 -4- 2 DRAWINGISSUE DATE ADDENDUM 1 03/28/2013 SPL PLENUM WIM n7l-MDAMPM ---- ---- SHEET TITLE 9/7[IN r— HVAC DEMOLITION PLAN- 36130 DIN HVAC IIIIIINUUMN nM- 24130� RM FLM IMETA MAIN FLOOR E-AW lu Ow SCALE: Lv 2.-L12: z 0 IT IF DRAWN cc '�N coNnMEDCN*HVACDaACILAlICN CHECKED IT u EST.PROJECT 0 12003 PLAN-MAIN FLOCR%THIS SHEET CLIENT PROJECT IT &fAN�RM L�AYOUT.�� SHEET NUMBER z mloo 0 0 4' 9 le SHEET OF PLAN NOTES (DuNrr wTL.L BE qwNER sLIPM11313,1NSTAU.ED BY M13CHAN)CAL C(NTRACTOR l]NSTALJED IN 710 LA)CATION ON GROUND LEVEL EXCAVATE TREP�CH FOR UNDERGROUND PIPE INSTALLATioN. BURY INSULATIEDPIP94G. PROVIDEDL. OR EQUAL MODULAR SEALS FOR COWFUETE enginuity systems— PE�NETRATimuis" ACID STORAGE FI- -OBSERVATION FILTER STORAGE TANK SEATING FAMILY BA*ANCING ATHROOM TANK ECHANICAL VA LT m2m L ASTE CHLORINE SUIAP Room 2-Ur STORAGE 3 MEN'S —AL-BW-A-A 0 . I A.-.T UPT. LOCKER ROOM OFFICE OFFICE REP WIN—T-SULY AJfU-I.TYP CON—N.D—ANCIEB BE 0 .-EBED.-D-NE 2-Irr -—----- POOL L------- 3' JANITOR WORK OFFICE 2 03-18-2013 PROJECT TITLE MAIN WILLIAM SHORE LOBBY OFFICE MEMORIAL POOL UPGRMES PROJECT A DDRESS 225 E 5TH STREET PORT*ANGELESWA98362 BEY PLAN LU 0 Am M P-L. WOMEN'S LOCKER ROOM DRAWING REV15IONS I ADDENDUM 1 3/28/2013 2 Lu 3 (D 4 < 5 m 0 DRAWING ISSUE DATE ADDENDUM 1 03/28=13 LU< SHEEFTOLE cr TOi Ul 0 > —,-r-- WAC PLO-FUNIMM UA E3,� _HVAC PLAWFOU�NDATIO�N �E/l z 2 DRAWN cc A". SCALE, 1/8 .0 �N CHECKED IT u ESL PROJECT It 120M 16' CLIENT PROJECT SHEET NUMITEI z 1L 0 M200 U SHEET OF GENERAL NOTES 1. SLOPE AM RESUROOM EXHAUST DUCT SECTIONSTO MAN TO LOW FORM IN DUCTVVOIM SLOPE AT Ur PER MOT. PROVIDE DRAM AT EAACH LOW PMT IN DUCT COMRACTOR IS RESPONSIBLE FOR LAYING OUr DUVTVIORK W WITH SLOPE SUCH THAT DUCT FITS ABOVE CEILING. ACID PROVIDE COMPL.ETE DRAINAGE SYSTEM FOR ALL DLCr enginuity systems,, STORAGE T. IT-2 U.DRAW.ETC).SLOPE NON-PRESSURDZIM DRAIN PIPING TO DRAIN LJDCAT10N PIPINGANI)FTrnNm SHALL BE SCHEDULE40PVC MINIMUM PIPE SrZE SHALL BE 3W. 7 F 04CREASE PIPESIZE WHERE MULTIPLE BRANCHES ARE YV"= CONNEACTEDTOOETKFA PROVIDECONDIENSATE4)RAIN-TYPE Mw ---------- -------- A RE)CEIVERS ATIN PUMPS FOR ALL LOCATIONS THNTCANNM Uo� MVAIA.)N 1&12 R RG-2 22XIO BEGRAVITYDRAINED PROVIDE ELECTRICAL POWER FOR PLI)AP(S)FROM NEARESTSWABLEELBCTEUCAJL PANEL.AS THROUGH WALL PENETRATIONS ------ ---- ---- -------------— 950 DETERMINED BY PROArr ELECTRICAL ENIGINIMIL COORDIN 'NUMBEROFOOREDRalSWITH F I L BALANCING 2. RESTROADIM EXHAUST DUCT SHALL BE GAI-VAN=) SEES71t AND ARCHITTICTURAL PLANS FOR ALT.BI I MANUFACTUR13L MECHANICAL VAULT BUILDING.PAINT ALL EXTERIOR DUC71NVORK.EXIERIOR AND r- ro BATHROOM DUCT SHALL BE FABRICATED SO AS TO BE ro WATERTIGHT OTHER DUCT CONSTIRUCT11ON REQUIREMEN IS 46140 46140 UP vl�ASTE CHLORINE SHALL BE AS SPECIFIED FOR CONVE74TIONAL DUCTWORK sutAD 6 ROOM SYSTEM. Mw PLAN NOTES ENI-ARMEXISIVIGPENEMA*nCf4FM?IEW��,W"A 3r� Ul 9JMLYAMOXOSEDFABPJC.DUCrENGVQIMMTOPRDVML AIRRADW OVER ALL ExTEIUOR EXPOSUIUM AS WELL AS ACROSS A 15 POOL PER SPECIFICATION.HANG 1-7 BELOW CEILING SEE SHM F M7W Q `r-I 6m ]�Iro 150 TWO SETS OF PENETRATIONS THROUGH WALL IN EACH AREAL TOP 19 STORAGE (D SD-I 16X 16 DUCT USES EXISTING PEN71TRATION.BOrfUMDLICTSHAL.LHAVENEW2on4PEPEI"TK)K 2 STRUICTURAL AND ARCHITECTURAL PLANS FOR THROUGH WALL P134EMTlCM .4-0-A —1010 'Sr,52 IQX6 _-# 0 210 =A (D SGL2 6X6 4 111) 1210] - V �b RGL2 fiX6 KP Iro-) Too RG-2 IQX15 @CYCLONE LOC R OFFICE OFFICE 190 340 SI) 14X6 Br,I I4Xt4 61.5 Typ)(� EG-I 14X 14 6% 2�TIP I �4W POOL 418'.-- -lov -8"o Sr,I 6X6 W,2 I4X6 IOD 3 @ CONTTNUEDON'FAN ROOM LAYOUT"INSET THLSSHEEr JANI-:)R 'DWORK 0 AA—DA—SAID� —A- 12"0 OFFICE Nor USED, Com-K-A--AMY" PROVIDE REINFORCED C04CRE-FE MOUNTING PAD FOR EQUIPMENT SEE STRUCTURAL PLANS FOR AHU-I SUPPORT. 7 DLXr USES EXISTIING PENE-MAT10K BOTTOM DUCT SHALL RAVE NEW 24f24 PENETRATION PRovmEsoFFrriNimAR�m=4cE&urrwaRK. NVO SETS OF PENETRATIONS THROUGH WALL IN EACH AREA.TOP 2 SEE STRUCTURAL AND ARACHnlrnJRAL PLANS FOR THROUGH WALL PENMRATIONS 4 REM EXISTING PENETRATION IN THIS AREA FOR NEW DWFUSER. ART) 12 SD.1 ........ CONTRACTOR TO PROVIDE DUCTIRANSITION TO Ant HANDLING -0---- MAINg_Rr-I_IIX 12 220 UNIT. O"'C LOBBY DucriNcEujNGspAcF SD-I IOXIO G O(XfrlNUED ON M2(V- 24XZ4 Ca4TMMCN-RRSTR.00RLAYOUr.-IMSKEEr mw-/ AIM 2TYP 26 03�18-2013 PROVIDEDONLY IF ALT BID I IS TAKEN Norusm PROJECT TITLE 12 SD-1 MIS TIT HY141 575 ViRUAM SHORE pRoviDEpipE&jmwnmmGHCuRBszEDONEsEmLmtGm WMOMAL POOL I w THAN PIPE PROVIDE PIPE BOOTTO SEAL UPGRADES 0 0 0 3 PROVIDE SLATTED CYCLONE FENCE MADJTAIN LEVEL ATTEIE EG-1 cc TOPOFTHEFENCF_FENCE SHALL BE AS HIGH AS THE EQUIPMENT 4011 2 TYP 26 WNW) 0 BEING FMM VERIFY MECHANICAL EQUIPMENT HEIGHT PRIOR PROJECT ADDRESS TO COMPLETING THE PENCE TO ASSURECOVERAGE.MAINTAIN 7 16-0 CLEAR AROUND EACH SIDE OF UNIT UNl.ESS CLEARANCES ARE 225 E.SFH STREET C SE7S.OF PO4EM71OKS THROUGH*Aj.L IN EACH A��TOP STATEDOTIRERWISEENDRAWINGSEr FUKMTOBE0LAdNLJNK PORT ANGELES.WA 9&W US EXETING PENETRATION. Im Ducr sHAWnAvE NEw 24o24 PENrrBATx)N. 1410 FENCE CONSTRUCTION WITH SLATS TO PRODUCE A FULLY TRUC7URAL AND ARCHITECTURAL kNS FOR WALL PENETRATIONS 14*0 SCREENED ENCLOSURE SLATS SHALL BE OF MATERIAL 14-0 KEY PLAN -7 10 WO?IENS RBQUUUNG MINIMAL MAINTENANCE. 2 LOCKE I ROOM 3 IS,PROVIDE IN 316 STAINLESS STEEL MIRK, ITYP) -7 Ll 0 -16"0 %fro n < cc I-LI,4r HrO DOWN 0 NOT IN SCOPE (E)LOUVER 1- PENETRATION (n --- ---------- 16-00 w< 11--- ----------------- ------------------ (��' 1 1. 1 12'0-,, ca:r 160-, 0 WINGREVIUDNS M700 0< I RA ADDENDUM 1 3/78/2013 FAN 2 M701 B x— x TgE�" 48"0 Rool r Hro (E)LOUVER PENETRATION 5 DRAWING ISSUE DA E --- ----------- ADDENDUM I 03/2812DI3 If-------- --- z SCAUE: 11811*4' WADING SHEET IDLE WAC PLU-MR Mn TERRACE POOL co z PENETRATION IV LU z In uj 0 40 z 2 DRAWN CCN "- CHECKED MIT 2 J n- n U EST PROJECT It 120M = CLIENT PROJECT I ex 4-- SHEET NUMBER vi '196' z 1L 0 M201 U SHEET of PLAN NOTES (DCONTINUIEDOINM201. RIEUM DMING PENETRATION IN THIS AREA MR NEW DUCIVA)RJL PATCH AREA AROUND DUCrTO MATCH EWIING W WALL-SEE ARCHTIBCTURAL SHEETS MR SCOPE OF WORK CONTRACTOR SHALL BUELD PIPE CON74BMM HEADER PER enginuity systems,,, MAINTFACTURIER'S RECON2,1121DATION. (D C()INTRACTOR TO PROVIDE DUCT TRANSITION TO AM HANUJNG UNIT. CON—0�- 16-0- .—ffa� c- -MPO.N V A.= (DE)asnNG LOUVER PEN[ETA-noN-\. 11.� MIN ............ k7 OSA INTAKE 16"0 (-77< 18-2013 EXHAU FROJECTTILI (D EXISTING LOUVER PENETATICIN J 0 1 4 WILLLANI SHORE 20118 AMMORM POOL 3 (" M600 (Typ) UPGUDES PROJECT ADDRESS 225 F STH STREET FORT ANGELES.WA 98362 KEY PLAN KEY PL- DRAWING REVISIONS 4-1— 21 ADDENDUM 1 3/28/2013 3 A 5 DRAWING ISSUE DATE F--- ROOF LAYOUT ADDENDUM 1 03/28,M13 SHEEIIIILE Lv WAC nM-ON na ru in z Q 2 DRAWN CCN U CHECKED JNB n n- f7) Est PROJECT 20M ——————————————————————————————————————————————————————————————--——————————————————————————————— - CLIENT FROJECT 0 --------------------------------- cc 10— SHEET NUMBER wl z 1L 0 M202 SHEET U OF PLAN NOTES (D Ewwmafr Amm uNTDER Pupmm camtAcr (D-Cl L2 (DT0 AFILL 1 AU)M.JARY COIL, 4 TOMHP-1- enginuity systems.- (D PROVMF 4-CONICIII-M HOUSE Ka--ym PAJ)FOR BOILER ENSURE PAD SUPPORTS V"KING WEIGHT OF BOILER PADSHALL EXrETO TOEXTErM OF BOILER SUPPORT FROM FLOOR. GENERAL NOTES 1. HANGINGPlIC-ANDEQUIPM-NISILALLBERAFF 6 CF-I 6 137-1 F @Mll 4- 1 P-1- 4- 4-1 4"-\ 4- P-2 4-1 1 2-1/2* 2- 2-V? R.-R—A A—ATE—W MECHANICAL C6.NDMRDUC—W 0—YIE HX-I O-A TORI-0—TOFIRD MR ALL C01OWNS. 3' L-3 2 M203 L-4 rHEAT EXCHANXFR WAST 3-18-2013 SUMPHEATEXCHANGER PROJECT TITLE knoo 3 WILLIAM SHORE MEMORIAL POOL UPGR"ES 3* Or PROJECT ADDRESS 225E.57H STREET 2 ANGELES.WA 98362 KEY PLAN N002 2 M201 Or KEY P- 316 STAINLESS I 7RAWING REVLSK)NS STEEL UNISTRUT' (E)GRATENG 16 STAENLESS STEEL UMSTRU7` 3ff'O 3 16 STAINLESS STEEL BOLT AND NUTS 21 ADDENDUM 1 3/28/2D13 NOTES 5 1.ENSURE 11116"DIAMETUZ HOLES ONLIMSMUr.CONTRACTCRCANOPTTOPURCHASE UNISTRUTWTHOUT D ING ISSUE DA E HOLES,ANDDRILL HOLIESASREQUIREDSUITHEATEXCHANGER RAW M) 03/28 2.UNISTRUFSHALLBE 12 GAUGE 316 STAIILESSSFEEL CaNSMUCITOK I-SV BY 1-5M'UNISTRUr. ADDENDU 12013 SHEET TITLE RVAC RM-lILEM=jU MECHAICAL ROOM ru am HYDRONIC PLAN HEAT EXCHANGER BOLTING z SCALE: 1/7=1'.(r 0 DRAWN cc J�N 1-7 '4' SCALE: NONE CHECKED B U EST.PROJECT 0 12003 CLIENT PROJECT 0 I-- SHEET NUMBER coll z 1L 0 M203 U SHEET OF r---------------------------------------------------------------- PLAN NOTES ET-I I Q ROOFTOPMOUNTED W WSI IP-1 TOEXISTING 1 0—--ON—C DIAGRAM, BACKnXAVPPFVEN" A P-- enginuity systems.-.,, AS-1 (D-----VFS*,POWERED OPO4 AND FAIL SI IUT j6 1 r rl 6 MOTOR110)DRAIN VALVE POWEREDCLOSEDANDFAIL SHUT r VFD 4"-\ TE P-2-\ 1 4- r CF--I 04 �a i TODRAIN---____y 4- 4'— �Ll L-2 (D-o .;2-0 FABRIC DUCT NATATORIUM 4 3- 4- SUPPLY FILTER BANK F&I EXHAUST—, ------- RAcKDRAFr DAMPER f SLY40 TE 3' 1 I 4-A 3'-/ 3- M lk M 4 OUTSIDE AIR 2-1/2" TODRAIN 5 M 190DaMMMMUM M 0 TODRAIN K" COAXIAL COILS ?, f FOR WATER P4 2- -1/2' TE H I HEATING 1 1-114"-\ 1-1/4"-\ RETURN M SUPPLYAIR T EXHAUST AIR 1 1 24000 CFM SUPPLYFAN- WD 2 IODD OW T 40146 Co'_�—A—T DESC—N BEB—BE HYDRONIC COIL J __.A.D—E poto"E'D RETURN FILTER BAJlK, 7 TE TV TE ALL T3 'n TI Ol BA DAMPER SUPPLY FAN--" _jH.C.T. L--------------- 5:------- --- --- --- TE AHU-IHYDRONlCHEATNGCO[L MECHAMCALROOMY T I I I New M300 2 3-18-2013 N" PROTECT Bill NATATORIUM AIR HANDUNG SYSTEM �YDR'ON'C DIAG�RAM WILLIAMSHORE SCALE MEMORIAL POOL UPGRAI)ES PROJECT ADDRESS 225 E.SIN STREET PORI ANGELES.WA 98362 OSA FILTER imU EXHAUSTFAN KEY TIAN EVAPORATOR COIL M TE COMPRESSOR COIL TF ELECTRIC AUXILIARY HE AT COIL EXHAUST AIR EXHAUST FILTER TE 20111-\ 16-0 KEY PLAN OUFrSIDFZR TE M 16'0 DRAWING REV[SnNS 3 21 ADDENDUM 1 3/28/2013 M 3 --+- 4 EXHAUST AIR FfSUPPLYFAN G.1 5 -tFAILANDBYPASS C-2 DAMPER IWOA DRAWING ISSUE 03128 DA E ADDENDUM 1 12013 r"�O SHEET TITLE FLOW ODUMM WOMEN'S UJI LOCKER LOCKER JANITOR w OFFICE4106BY MAINGFFICE ROOM ROOM z 0 DRAWN CCN CH CKED JN5 @ I U ESL`PROUECT 0 12OD3 = CLIENT PROjECT CC ICE�BUIIDING AIR HANDUNG WITEM I-- SHEET NUMBER CKER ROOM�AIRHAN�DUNG�IYITEM� Gn L z NO CALI I�A �E 0 M400 U SHEET OF SYSTEM POINTS LIST HYDRONIC AND PLUMBING SYSTEMS SYSTEM POINFDESC"P?7ON ANALOG BINARY SYSTEM POINTS LIST-AIR SYSTEMS 5757FV FEATURES NOTES SYSTEM POINTDEYCRIP77ON /.XALOG BINARY - W INPUT OUTPUT INPUT OUTPUT ALARMS PROGRAMS INPUT OUTPUT INPUT Ourpur- AIAWS SYSTEM FEATTIRES PROGRAM N07M enginuity systems ��z J, 4 �,i�-�T; 0 - � III z I�,!� ZR NnDRoNic Loop -Lij GENT.RAL POINII x x x x I x 843LER LWT x-T POOL PPLYA[RTEMP x T T. t BQLER EWT x -x x POOL MR PRESSURE x 1 BQLERLWTADJUST x x x x OUTSIDE AIR TEMP x x x x x x x MAINOFFICIETEMP T MILER EWT ADJUST T PI/VFD ff x 1 1 WOMENS LOCKER ROOM TEMP x x x x "JVFD x --- -f I I L.ODP SUPPLY TEMPERATURE x MEM LOCKER ROONI TEMP x x x x x x x HX I N"WRLZED VALVE -- - --- - , 1 x x NOTES xl— x I HX I POOL WATER SUPPLY TEMP x X NATATORIUM AIR RANIPLING SYSTEM x x -j— mi, -� i i-— 1 X X X RETURN AIR TEMP x x x I : x x -4 x x X, RX I POOL WATER RETURN TEMP x x x ix RETURN x x RETURN AIR HUMIDITY X I -- x TINA LWT x x RETURN FILTER PRESSURE DELTA x x- i---x HX-2 MOTORMED VALVE x FFN:� --- x x RETURNTO SUPPLY AIR BYPASS DAMPER x HX-2DOMESTICHW SUPPLY TEMP IER x ---- x x RX-2 DOMESTWMAKEUPIRECIRC TEN AJRHX.YPASS— x HX,2LWT EXHAUST I"VFD x ALROBLOCK VALVE(SUPPLY) DXMLBYPASSDAMPER t x EXHAUSTAIRTE2,11P x K D— 0-01111 OSATEMPERATURE x C.0FORIZED VALVE' x OSA DAMPER C-1 LWT x x x X x x -D-I....... x IEPRBWA 1CC—LXT C-2 MOTORGMD VALVE x x x x CON-N,DUCREPANCO W-E OSA FILTER PRESSURE DELTA x K x -0—.AN-THE .2 1�-..1,-1.- x DSA TO SUPPLY AIR BYPASS DAMPER x M BYPASS DAMPER x 2R"MV�V.v SUPPLY FANI VFD I-�-x t x NATA RIUMRIEHFATMOTORCZEDVAI-VE NATATORIUM REHEAT LWT U". --D�-A��UA. 0 -AL -T i2FR%-OA- W Co..-. 'T" A L JOOP RE]"URN TEMPERATURE OMCE AIR HANDLING SvSTIZM OSA DAMPERS x LOOP PRESSURE DIFT-EREMFIML SENSOR ECONOMUER DAMPERS x x x x x x x x x L P4 OXJOFF x x x MIXEDAIRTEMPERATURE I STAGE I HEATING NIDED TEMPERATURE x x x x x 3-18-2013 STAGE I HEATING OUTPUT TEMPERATURE x x FILTER PRESSURE DELTA x x LOW LIMIT TEbEP SENSOR x x x AUrOBLOCK VALVE(SUPPLY) x x MOTOR ONOFF x PROJECT TOLE X M OXAOFF x �x X, WILLIAM SHORE MEMORIAL POOL .SHPI ONIOFF/STAGE x J,x LOCKER ROOM AJR HANDLING SYSTEM UPGRADE$ S YAGE 2 HEATING OUTPUT TEMPERATURE x x x AUTUBLOCK VALVE(RETURN) --- IXI I X 0,4 x x tx x I x OSA RLTER PRESSURE DELTA x DRAIN VALVE ——— x x x x PROJECT ADDRESS x x jx� OSATEMPERATURE x x x STAGE 2 HEATING MUCED TEN[FERATURE x H —----- ------ x x x x FACE AND BYPASS DAMPER 225 -------- tx x x 'OR,ITHSTRE —----- ANGELES.WA 98362 SUPPLY A..TEMPERA. x x X1 Ix x SUPPLY FAN x X X KEY PLAN DOMESTIC FFW SYSTEM T E30HAUST AIR DAMPER P-5 OXIDIFF I x x x RECIRC TEMPERATURE x ---------- -x x x x EXHAUSTFAN x E-B,20UTPUTTEMPERATURE x x x x x x P400L WATER SYSTEM 7T ___x �l-4 AQUASTAT x x x �UST.RTEMPE.ATURE��x —4 x xj x x x T MTER PRESSURE DELTA X -1 ix. EXHAUS VACUUM ELEMENT x I I — I - GENERAL NOTES- x x x x Key P-- PUMPOUTLETPRESSURE x x x -x x NOTES- DRAWING REVISIONS — FLOWSWITCH x x x x I ADDENDUM 1 3/28/2013 UV PURINCATION SYSTEM ft 2 H 3 IFLOWME-FER x x x 5 POOL RETURN TEMPERATURE x x x x DRAWING ISSUE DATE ADDENDUM 1 03/2812013 7,T�ML—mnw SHEEI HILE NOr FIRIFTILIM ui 114 z 2 DRAWN CCN CHECKED BS 'a 1 2003 U ESIPROJEC CLIENT PROJECT I SHEET NUMBER Oz I M500 U SHED OF r TURNING enginuity systems CONICAL TAP CONCALTAP W (-CAULKING R:0U.N)BRAN C H DUCT MINIMLIM INNER RADIUS ROUNDBRANCI-IDUCT _,:fl/2 X DUCT WU)TH"W* 05ROUMTRUNKDUCT RECTANGULAR TRUNK DUCT 51CO TYPICAL ROLM DUCT ELBOW FRAMEATTACHEDTODUCT ONIY,NOAITACHMENTTO WALL(TW� TYPICAL ROUND TO ROUND TYPICAL RECTANGULAR TO DUCT BRANCH DETAIL FIRN ROUND DUCT BRANCH DETAIL TYPICAL DUCT ELBOW DETAIL TYPICAL WALL PENETRATION lCALl- 'N.1�E SCALE NONE DETAIL OEXAAR HANGER ROD UP TO SCALE: NONE SHEETMETALCAN &AIWE SIZE AS STRUCTURE(TYP) DEFFUS FA NE-CK PIPE HANGER ITEREADEDROD, FLEXIBLE DUCT PROVUDE INSULATION ATTACH TOSTRucnJRE FINISHEDROOF ON PIPE MOUNTING STRAP-\, PEPTNDLTYP� GALVANIZEDNICTAL SHELD BETWEEN HANG"&INSULATION T-BAR(TYPICAL,) PIPE MOUNTING STRAP(TYP) UFToCFNTFRLJNE OFPIPE PIPE l?ISULAT7 ID(TERICIZ WALL M.' GALVANIZED FLASHING DR.— IR.I TYPE"CD"DEFFUSER NOTF, FI-W�UNG COLLAR RE'R—TANACC—A— USE THIS TYPE OF 00?�MCTICN PIPE INSULATION —R.A.1.-1.1 IN CONSTRICTED CEILING SPACES PIPE SADDLE(I'm CAULK ALL RGLUD --RIVLAND—E FLEXIBLE DUCT METAL(IL01NEL STRUT ---------- VRFY ALL C01- ---------- ------ -------------- COORDINATE WITH f SUQARE.TOLRGUND NUN43ER OF PIPES TRANSMON INSULATEDEXTERIOR 7 4 DUCT,SUE AS NOTED Z Z ON PLANS ------------------- r y 10 NOTE USE THIS TYPE OF CONNECTION WHERE C(M DRILLM LIIIIK SEAL HYDRO-STATIC NOTES 3-18�2013 THERE IS ENOUGH CEILING SPACE TOKEEP PENETRATION PUTJWALL CLOSURE 1.PENETRATIONS SHOULDETE MADE KINKS OUT(IF FLEXURE]DUCT THROUGH EXISTING LOUVER LOCATIONS WHENEVER POSSIBLE PROJECT TITLE 2.REFER TOARCHUTECTURAL DOCTWENTS FOR SEATING INFORMATION WILLIAM SHORE MEMORIAL POOL TYPICAL DUCT PENETRATION UPGRADES -�l E�ERIOR WALL DETAIL PROJECT ADDRESS TYPICAL AIR TERMINAL DETAIL LE. NE 225 SIN STREET ET X'RX 2- SCALE, NONE PORE'ANGELES.WA 98362 PIPE FIMSH TRENEH GRADE TO KEY PLAN MATCH ORIGUIIAL REPLACE TO MATCH EXISTING SOD, NEW TRENCI I LANDSCAPING,OR PAVEEMENT BACKFILL CONCRM SURFACE E 6'LEFTS MAXIMUM FOIL-BACKED TAPE H-ly P STEEL SLEEVE SCHEDULE N RA ADDENDUM 1 3/28/2013 SANDPIFEBEDDING.HAND TAW D W NG REVISIONS IN ZONE FROMPIPE INVERT UP CORE DRILL SLEEVESIZE LEAK W-AL LINKS PER —OD SD-'E MODEL SEAL 2 T06-ABOVETOPOFM NO ID MECHANICAL COMPAcp ON 4000 2 75 LS-300 6 6-(2-1/2-T04'PEPE) t ALLOWED IN TIES ZONE ——3 35-00 LS-300 8 5 5250 6.125 4 4.500 ---�30O 11 EXISTING SOIL WIDTH.REQUIRE- DRAWING ISSUE DATE C30'MAX]MUlvD 8.250 6 ADDENDUM 1 03/28/2013 12230 8 8,625 75 SHFUTRIE NOTES 1.LIM SEAL,SEMULAR:�T-OTHUNDERLINE 'CORP.WAYNR.MI 48148. '0 2.PROVEDED FOR BELOW-GRADE PIPE ru 'CONCRETE PENE-TRATICIM wo z 2 DRAWN cc TYPICAL TRENCH AND CHECKED BSM V u ESL PROJECT 9 =1 CLIENT PROJECT I BACKFILL DETAIL A LINK SEAL DETAIL cc SCALE NONE I-- SHEET NUMBER TE'CN LE rA z 0 M600 SHEET OF 48'0 GENERAL NOTES M= M701 1. MINIMUM INNER RADIUS OF FABRIC DUCT ELEOW SHALL BE 6 2 1 1/2 OF DUCT WIDTH. M700 4 48`0 2 GLULAM BEAMS M701 PLAN NOTES M701 WM] 3 (D MAINTAIN ENOUGH AIRFww To HAVE AwRoxmATLy 23 Fm& enginuity systems,,, -- ABOVE DECK IN ALL LOCATIONS NEAR WALL CONlIRACrDR To SME r3 DUCT PERFORATIONS To AccommoTTATE Fm REQUIREMENT REMAINDER OF AIR nOw SHALL.HE DIRECTED -------- -------- --------------------------------- -- UNIFORMLY THROUGH THE POOL PERFORATIONS ON THE SOUTH FABRIC DUCT SEGMENT 2 EASTAVEST SEPARATION zoNE. BLEACHERS- 410-/ TRANSITION T040146 DUCT IN BUILDING. (D NORT`HWUrH SEPARATION 70NE 5 TRANSTION TO 22122 DUCT AT THE POIN7 OF Pla,'EIRATION. i M70 REUSE 005MG PENETRATIONS. ENLARGE E-AISTING PENETRATIOR CUTNEWPENETRATIONSFORDUCTWILY COORDWATESIZE WTTTI NEW GRILL INSTALLATION AND DUCTWORK SIZES.SEAT- POOL CUT,AND SUPPORT PER ARCHITECTURAL AND STRUCTURAL PLANS. ECTION A-A INTERIOR SCALE: NONE 3OW 6 5 5 6 CONDMK 05CREPAIC01—M A AHU4 3QW 3" c— n 30130 %'RFYALLC0ND 46/40 5&40 40/40 5 El- 0-V if 03-18-2013 PROJECT TOLE WILLIAM SHORE MEMORIAL POOL ECTION�A-A E�XTERIOR�. UPGRADES SCALE: NONE PROJECTADDRESS 225 E.5rH STREET PORT ANGELES.WA 98362 4 KEY PLAN M701 M701 3 2 7 48'0 4M MMI I M70() MMI 1: 6 GLULAM BEAMS M7W AN RY P-L.. 4W - --- - --------- ------------------ -------- ------- ---------------------- - ------------ ------------ DRAWING REVISIONS AHU-1 2 A ENDUM 1 3/28/2013 3OW 50140 L———— --— ——— DRAWING ISSUE DATE 40/40 ADDENDUM I 03/28/2D]3 30M 6-0' SHEET TOLE SUROU AD BEIM UA ul POOL WOI�IENS LOCKER ROOM v 0 DRAWN CCN CHECKED BSM U ESL PROJECT IT 1 2003 CLIENT PROJECT It SHEET NUMIE1 9 z 0 M700 U SHEET OF GENERAL NOTES I. MENWUMINNERRAMUS OF FABRIC DUCT ELBOW SHALL BE ER-1 1/20FDLCTWOM. W PLAN NOTES Ul AIRSIREAm FROM THESE PERFORATIONS MUST BE,Fm AT enginuity systems,,, MIDPOINT OF EAST AND WEST SFIGMEInS NEAR ROOF. CEILING PERFORATIONS SHALL PROVIDE 20 CF?NFr MAIN rAiN ENOUGH AIRFLOW TO HAVE APPROXIMATELY 25 FpM 6 ABOVE DBCK IN ALL LOCATIONS NEAR WALL.CONTRACTOR To CEaJ[NG SUE DUCT PERFORATION'S TO ACCOMMODATE FPm CEILJT�G REQUIRE?WENT REMAINDER OF AIR FLOW SHALL BE DIRECTED 4(V46 SUPPLY UNIFORMLY THROUGH IHE POOL PERFORATIONS ON TEE SOLTH EDGE GUARD TO BE PLACED ON FABRIC DUCT SEGMENT DUCT.SUPPLIED BY MANUFAC7UREFt Ry 0 DESIGN PERFORAT70NS INTHE APPROXIMATE ANGLED LOCATIONS TO DIRECT FLOW INTO CORNER BETWEEN CEILING 48-0 9(r 9(r ANDWALL PERFORATIONS SKALLPROVIDE5CFM/Fr WITH A 50 (D OF FABFUC DUCT. 135' 45* @48-0 45' FFM VELOCITY 12 PEET FROM DUCE DESIGN PERFORATIONS IN THE APPROMMAIE ANGLED LOCATIONS TO DIRECT FLOW DOWN WALLS. IS, 0, - ------- 18D ------- ol Is. N g14 FPM VELOCITY 12 FT FROM DLX-r. o- ------- a. (D MUK)RAnONS SRAL L PROVIDE 10 CFWFF AIR FLOW WITH A I COLLAR FOR SECURE FPM VELOCITY 21 Fr FROM DUCE FABRIC ATTACHMENT 315" @ HANGERS PER MANUFACTUREIrS DIRECTION AND SPECIFICATION 0 1 315' 270- (Z7)TRANSMONT040/46DUCrINBU11DING. 8 4 27(r PERFORATIONS SHALL PROVIDE 5 CFMIF r AIRR.OW WITH A 50 DUCT TRANSITION.1 CON fRACTOR l+j- SIZED PER PLANS 2 PEU;ORAnOMSHAUPROVUX60MVFrAMFWWWYMA56 NORTH FABRIC DUCT SEGMENT SOUTH:SE FABRIC DUCT SEGMENT SOUTH:SW FABRIC DUCT PpmvajoCITY 63 FT FROM DUCT FABRIC DUCT ATTACHMENT SCALE: NONE PERFORATION PATrERN 'ATTERN SCALE NONE SCALE: NONE bL SCALE, NONE G11RAM BEAM CEILING GLULAM BEAM CEIL GLULAM BEAM C--A--T 90p EXrERJOFt/[Nl`ERlQR WALL w EXTERIOR WALL LNG 45' C.-—Mpo.- 41. 9(r EXTERIOR WALL 5 wr ---- '4r p o 0 20M : ' 315' 0(r 27(r 315;';�� : . r 1 P2 3 5- 48-0 270' 48-0 M.. 29--0'. 18-2013 PROJECT TOLE WILLIAM SHORE MEMORIAL POOL UPGRADE$ 60, n2 PROJECT ADDRE S 225 -5rH STREET PORTANGELES,WA 98362 FLOOR KEY PLAN EAST FABRIC DUCT SEGMENT WEST*NW FABRIC DUCT SEGMENT WEST:SW FABRIC DUCT SEGMENT ±ERFO E CAL. '!�TiON PATTERN SCALE: NONE KEI P— DRAWING REVISIONS I ADDENDUM 1 3/28/2013 2 3 4 DRAWING ISSUE DATE ADDENDUM 1 0312812013 SHEET MILE SECTIONS An OEM" CID z 2 DRAWN CCN CHECKED BSM u Est PROJECT# 1 2003 CLIENT PROJECT If SHEET NUMBER z 0 M701 U SHEET OF L AJR SYSTEM SEQUENCE OF OPERATIONS.- OTHER IN TO THE SYSTEM: PROVIDE INPUTS AS H.PROVIDE NATATORIUM REHEAT LWT SENSOR FOR L TYPICAL SEQUENCES-. THESE OPERATION SEQUENCES ARE INDICATEDPOUNTITHE FLOW DIAGRAM. TRDLJBtESHOOTNG PURPOSES. GENERIC AND WILL BE INCORPORATED BY REFERENCE INTO THE f.STAGE I HYDRONIC SYSTEM HEATING:WHEN NATATORIUM 2.HYDRONIC HEATING SYSTEM: SEQUENCE OF OPERAT70NS FOR MOST 567EK SOME TYPICAL HEATING FROM THE REFRIGERATION PORTION OF THE a STAGE I-AN.1 HYDRONIC HEATING COIL SEQUENCES Do NOT APPLY TO THE NATATORIUM AJR HANDLING SYSTEM IS NOT REQUIRED,DIVERT THE HEAT TO THE U UNIT. IfYDRONIC LOOP AS STAGE ONE HEATING.WHEN NEITHE L REFER TO AHU1 SEQUENCE UPON A CALL TO REJECT enginuity sptems— ER a.STAMP. THE SUPPLY AND EXHAUST FANS SHALL BE HYDRONICHEATING NOR NATATORIUMAJRHEAT;NG 15 NOT HEAT FRO L P-4 SHALL ACTIVATE THIS SHALL BE STARTED AND STOP ED WED ON AN OCCUPIED AND REQUIRED,DEACTIVATE THE REFRIGERATION PORTION OF THE INDICAMADHLN"THAT STAGE I HEATING IS ACTIVE. EATI UNOCCUPIED SCHEDULE.THIS SCHEDULE AND ROUTINE THISSYSTE STAGE I H SHALL NOT ACTIVATE IF LOOP RETURN M' NG SHALL BE CAPABLE OF EASY MODIFICATION BY ANY USER g.PROVIDE EXHAUST AIR TEMPERATURE SENSOR FOR TEMPERATURE 15 ABOVE 105 DEGREES F. ALL OTHER EQUIPMENT INTERLOCKED TO A UNIT SHALL REFRIGERANT OVERPROTECTION. DX SYSTEM SHALL R.PROVIDE SEQUENCES TO ENSURE STAGE 1 HEATING ACTIVATE ALSO,UPON FAN SHUTDOWN,ANY MOTORIZED DEACTIVATE UPON A FACTORY-DETERMINED EXHAUST AIR OUTPUT SHALL NOT EXCEED ICIS DEGREES F. OUTSIDE DAMPERS 94ALL CLOSE.THIS DOES NOT AppLy To SETPOINT.ENSURE 10 MINUTES PASSES BEFORE DX SYSTEM HUPROVIDE STAGE I HEATING OUrPUT TEMPERATURE AND AHU-1. REACTIVATEDTO PREVENTSHORT CYCUNa STAGE I MIXEDTEMPERATURE SENSORS. b.OPTIMUM START: THE AIR HANDLING SYSTEM MORNING I AHU-2 b.STAGE 2-WATER SOURCE HEAT PUMP WARM-UP AND NIGHT PURGE CYCLES START 71 MES SHALL BE OCCUPIED MODE.FAN SHALL RUN CONTINUOUSLY DURING LP-3 SHALL ACTIVATE IF STAGE 1 HEATING MIXED AUTOMATICALLY ADJUSTED TO ACHIEVE THE BUILDING OCCUPIED M DE ECONOMIZER IS INITIALLY IN MINIMUM TEMPERATURE IS BELOW LOOP SUPPLY TEMPERATURE SETPOINTS, IN EACH CASE, JUST PRIOR TO BUILDING VENTILATIONDETTING. SETPOINT. S OCCUPIED TIME. START TIME SHALL BE ADJUSTED BY LSTAGE 1 COOLING MODE:THE ECONOMIZER DAMPERS ii.WSHP-1 SHALL USE INTERNAL CONTROLS STAGE TO TRENDED RESULTS OF PREVIOUS 3 DAYS THIS DOES NOT MODULATE To CONTROL ROOM TEMPERATURE TO CONTROL STAGE 2 HEATING OUrPUF TEMPERATURE TO APPLYTOAHU-1. EACTI SETPOINT. SErPOINT. FIRE ALARM SHUTDOWN: D VATE ALL FANS UPON &STAGE 2 COOLING MODE. THE UNIT COMPRESSOR RIUPON A CALL TO DRAM WATER SOURCE HEAT PUMP SIGNAL FROM THE FIRE ALARM SYSTEM. CYCLES TO CONTROL ROOM TEMPERATURE TO SEM LOOP,AUTO BLOCK VALVES(NORMALLY OPEN)WILL d PROVIDE SEQUENCES FOR MORNING COOL-DOWN AND IT RS INT. NIGHT PURGE.THIS DOES NOT APPLY TO AHU.1, LHEATING MODE: COMPRESSO E CLOSE AND MOTORIZED DRAJN VALVE (NORMALLY AND LECMIC C AUXILIARY HEATER SEQUENCE TO BRING SPACE LOSED)94ALL OPEN.VALVES 94AU BE POWERED SUCH e TYPICAL SETPOINTS,ADJUSTABLE: TEMPERATURE TO SETPOINT. THAT UPON A LOSS OF BUILDING POWER,THIS DRAJN I.HEATING AIR SEIMINT-70 DEGREES F b.UNOCCUPIED MODE: THE SUPPLY FAN AND UNIT 15 SEQUENCE SHALL AUTOMATICALLY BE INITIATED &HEATING AIR UNOCCUPIED SETPOINT-60 DEGREES F DEACTIVATED,OUTSIDE AIR AND EXHAUST AAR DAMPERS lv.NOODOUNG IS REQUIRED FROM THIS SYSTEM. HLNATATOTIUM AIR SEMINT-86 DEGREES F SHALLCLOSF c STAGE 3-BOILE mOOOLING AJR SETPOINT-75 DEGERES F LODOUNG: THE SUPPLY FAN AND COMPRESSOR I.PROVIDE BOILER EWTAND LWT SENSORS ,CDOUNG AIR UNOCCUPIED SETPOINT-80 DEGREES F ACTIVATES TO CONTROL SPACE TEMPERATURE To &IF BOILER EWT IS BELOW SUPPLY LOOP TEMPERATURE UNOCCUPIED SETPOINT. WHEN THE SPACE SETFCANT, BOILER SHALL ACTIVATE AND STAGE TO I.PROVIDE OSA TEMPERATURE SENSOR INDIVIDUAL OSA TEMPERATURE IS SATISFIED, THE COMPRESSOR AND PROVIDE THE FINAL STAGE OF HEATING FOR THE TEMPERATURE ON UNITSCAN BE ELIMINATED IF A BUILDING SUPPLY FAN DEACrIVATES. HYDRONIC LOOP. BOILER SHALL DEACITVATE WHEN OSA TEMPERATURE SENSOR IS USED, BUILDING OSA TEMP 5MEATINa p SENSOR BE ABLE TO SENSE OSA TEMPERATURE COMPRES THE SUP LY FAN ACTIVATES AND THE BOILER LWT REACHES SUPPLY LOOP TEMPERATURE SHALL SOPS AND ELECTRIC ALrAIUARY HEATER SETPDINT. REGARDLESS OF UNIT OPERATION. SEQUENCE TO CONTROL SPACE TEMPERAT RE TO 3.DOMESTIC HOT WATER SYSTEM 8.ALL CONTROL SYSTEM INPUT AND OUTPUT POINTS SHALL BE UNOCCUPIED SETPOIWT. WHEN THE U SPACE ACCESSIBLE AND PROGRAMMED FOR TRENDING. TEMPERATURE IS SATISFIED,COMPRESSOR HEATER,AND C-2 PROVIDE SEQUENCING FOR DEMAND RESPONSE SETPOINT SUPPLY FAN DEACTIVATES. L REFER TO HX-2 SEQUENCE ABOVE. ADJUSTMENT c.PROVIDE SPACE AJR TEMPERATURE SENSOR PROVIDE LOW ii.IF RECIRC TEMPERATURE FALLS eacow as,P-5 SHALL 1.PROVIDE 5 DEGREE DEADBMD ON ALL HEATING/COOUNG LIMIT TEMPERATURE SENSOR ACTIVATE. EQUIPMENr. d PROVIDE FILTER PRESSURE DROP SENSOR ACROSS FILTERS. C_I AND C-2 DRAM SEQUENCE SHALL FOLLOW DRJUN I AHU4 OFIFIMUM STOP.- OPTIMUM STOP SHALL ALLOW THE AJR SEQUENCE FOR WSHP-1 LOOP. a.NORMAL(OCCUPIED AND UNOCCUPIED)OPERATION.BOTH CONDMONING UNITS TO SHUT DOWN REFRIGERATION THE UPPLY FAN AND EXHAUST FAN RUN CONTINUOUSLY. CYCLES PRIOR TO THE END OF OCCUPIED MODE THIS I.HUMIDITY CO OL THE RETURN AIR. RETURN ALLOWS BUILDING TEMPERATURE TO COAST.UNIT SUPPLY HX FAN SHALL CONTINUE TO OPERATE.UNIT STOP TIMES SHALL BYPASS, ANDNTACE/BYPASS DAMPERS ARE IN THE BE AUTOMATICALLY ADJUSTED TO ACHIEVE THE BUILDING MINIMUM OUTSIDE AIR POSrFION.AS THE HUMIDITY RISES DA SETPOINT, THESE MPERS SHALL SETPOINTS, IN EACH CASE, JUST PRIOR TO BUILDING LAATBEOVE UNOCCUPIED TIME.STOP TIME 94ALL BE ADJUSTED BY MODU TO ADMIT MORE OUTSIDE AIR TO CONTROL TRENDED RESULTS OF PREVIOUS 3 DAYS RETURN/EXHAUST AIR HUMIDITY TO SETPOINT.AS THE —�—MTOFI— RELATIVE HUMIDITY FALLS BELOW SETPOINT, THE 2.HRU-1 ECONOMIZER DAMPERS SHALL MODULATE TO ADMIT a.OCCUPIED MODE FANS SHALL RUN CONITINUOUSLY LESS OUTSIDE AJR TO CONTROL THE HUMIDITY TO DURING OCCUP'ED MODE SETPOINT.INITIAL HUMIDITY SETPOINt SHALL BE 60% L FREE COOLING MODE-THE FACE AND BYPASS DAMPER RELATIVE HUMIDITY,ADJUSTABLE. OPENS MODULATES M ALLOW OSA TO BYPASS HEAT &PRESSURE CONTROL THE NATATORIUM SHALL BE EX04ANGER TO CONTROL MEN'S AND WOMEWS LOCKER BALANCED WITH 100%OUTSIDE AR AND EX LIST AIR ROOM TO THE AIR QUANTITIES INDICATED ON THE DRAWING ii.HEATING MI FACE AND BYPASS DAMPER SCHEDULE, THEN TO THE MINIMUM OUTSIDE AND MODULATES TO ALLOW 10CFA OSA THROUGH HEAT EXHAUST AJR QUANTITIES FINEXCATED ON THE DRAWING EXCHA ER. C-1 AND C-2 MOTORIZED DAMPERS SCHEDULE.THE EXHAUST AN SHALL BE MANUALLY SET MODUNG TO CONTROL EN'S AND MEN'S LOCKER FOR THE MINIMUM AND MAXIMUM QUANTITIES,AND ROOMLATEETPOINT,RESP`M`M CHECKED SEVERAL TIMES TO INSURE CORRECT ECnVELY. MMINTS AT BOTH HIGH AND LOW AJRFLOW.THE hUNOCCUPIED MODE- THE SUPPLY FAN AND UNIT IS EXHAUST FAN SHAU.THEN BE CONTROLLED DEACTIVATED,OUTSIDE AIR AND EXHAUST AJR DAMPERS MI&20)3 WITH TH To TRACK SHALLCUOSE. E ECONOMIZER DAMPERS IN OTHER WORDS, THE FAN RAMP UP AND DOWN IN PRO N T I.HEATING MODE.FACE AND BYPASS DAMPER MODULATES WILL PORTIO To THE DAMPER POSITIONS TO THE MAXIMUM AND TO ALLOW 100%OSA THROUGH HEAT EXCHANGER C-1 PROJECT TITLE MINIMUM SETPOINTS ESTABLISHED BY THE AIR AND C-2 MOTORIZED DAMPERS MODULATE TO CONTROL SALANCERL SPOT-CHECK IN SEVERAL INTERMEDIAT: WOMEN'S AND MEN'S LOCKER ROOM TO SETPOINT, WILLIAM SHORE POSITIONS TO ENSURE NEGATIVE PRESSURE PROVID RESPECTIVELY. MEMORIAL POOL RETURN/ EXHAUST PRESSURE SENSOR FOR TROUBLE iLPRCIV SHOOTING SUPP IDE SPACE AJR TEMPERATURE SENSORS. PROVIDE UPGRADES PURPOSES' LY AIR AND EXHAUST AJR TEMPERATURE SENSORS. HLHEAT[NG TEMPERATURE CONTROL THE FACE AND PROVIDE FILTER PRESSURE DROP SENSOR ACROSS FILTERS BYPASS DAMPERS ARE SET TO PROVIDE FULL AIRFLCAN THROUGH THE HEAT EXCHANGER-AS THE NATATORIUM PROJECT ADDRESS TEMPERATURE IRETURN/EXHAUST AJR TEMP) FALLS HYDRONIC SYSTEMS SEQUENCE OF OPERATIONS. BELOW SETPOINT THE NATATORIUM A]R SETPOINT,TH E 1.TYPICAL SEtPOINTS,ADJ USTABLE: 225 E 51H STREET SUPPLY AIR TEMPERATURE 15 RESET TO A HIGHER POIRFANGELES,WA 98362 TEMPERATURE BY ACTIVATION OF THE REFRIGERATION a.LOOP SUPPLY TEMPERATURE:120 DEGREES FAHRENHEIT. HEAT RECLAIM SYSTEM(FIRST STAGE OF HEATING)AND b.POOL RETURN TEMPERATURE,92 DEGREES FAHRENHEIT MODULATION OF THE HEATING WATER CONTROL VALVE z PUMP KEY PLAN (SECOND STAGE OF HEATING)IN SEQUENCE.AS THE a.P-1 AND P-2 ARE 10M REDUNDANT.THEY 94AU OPERATE NATATORIUM TEMPERATURE FALLS,THE SUPPLY AIR AS LEAD AND LAG PIMPS,ALTERNATING LEAD/LAG DUTY TEMPERATURE IS RESETTOA LOWER TEMPERATURE. ON AN ADJUSTABLE SCHEDULE. DEFAULT ALTERNATING iv.COOLING TEMPERATURE CONTROL THE REFFUGERATION TIME SHALL BE ONE DAY. HEATING CAPABIUTY IS DEACTIVATED AND THE HEATING b.THE PUMPS SHALL RUN CONTINUOUSLY. PUMP FLOW CONTROL VALVE IS CLOSED.THE FACE AND BYPASS DAMPERS MODULATE TO BYPASS AJR AROUND THE HEAT SHALL ADJUST AS HYDRONIC LOAD MOTORIZED VALVES EXCHANGER TO RESETTHE SUPPLY AJR TEMPERATURE TO CLOSE PROPORTIONATELY By CONTROLLING LOOP PRESSURE CONTROL THE ROOM AIR TEMPERATURE To SETPOINT.IF TO SErPOINT(DETERMINED IN FIELD). THE OUTSIDE AIR TEMPERATURE IS GREATER THAN THE 1.HYDRONIC LOADS:PROVIDE LOOP SUPPLY TEMPERATURE AND NATATORIUM TEMPERATURE,THE FACE AND BYPASS LC�P RETURN TEMPERATURE SENSORS, PLAN DAMPER SHALL BE POSITIONED FOR FULL AIRFLOW HX-1 THROUGH THE HEAT EXCHANGER.THE REFRIGERATION LUPON A CALL TO HEAT POOL WATE& THREE-WAY DRAW NG REVISIONS CYCLE 94ALL NOT BE EMPLOYED FOR COOLING. MOTORIZED VALVE 94ALL MODULATE TO MAINTAIN I ADDENDUM I 312B/2013 I,N16W JUNOCCUPIED)OPERATION.BOTH THE SUPPLY FAN POOL SUPPLYTEMPERATURETOSETPOINT,ADJUSTABLE 2 AND EXHAUST FAN RUN COAMNUOUSLY.ALL CONTROL iLPROVIDE FIX-1 LWT SENSOR,HX- POOL WATER SUPPLY 3 SEQUENCES ARE THE SAME AS FOR OCCUPIED OPERATION TEMPERATURE,AND HX-1 POOL RETURN TEMPERATURE 4 EXCEPT THAT THE OUTSIDE AIR DAMPER(ALONG WITH THE FOR TROUBLESHOOTING PURPOSES. 5 RETURN FAN) MAY MODULATE TO THE FULLY D I POSITION RATHER THAN THE MINIMUM OUTSICLE05AER iii.IF POOL FLOW IS NOT VERIFIED BY FLOW SWITCH, POSITION DO NOT RESET NATATORIUM AJR TEMPERATURE, HEATING SHALL NOT ACTIVATE. DRAWING ISSUE DATE AS THIS COULD RESULT IN SEVERE CONDENSAT10M b.HX-Z ADDENDUM I 03/2B/2013 FREEZE PROTECITON L TWO WAY MOTORIZED VALVE SHALL MODULATE TO SHEET TITLE I.WHEN THE PLY AIR TEMPERATURE FALLS BELOW 40 MAINTAIN 95 DEGREE HX-2 DOMESTIC WATER SUPPLY SUP TEMPERATURE,ADJUSTABLE SlIQUEM OF OPER11TIM DEGREES F.THE HEATING WATER CONTROL VALVE SHALL MODULATE TO THE FULL OPEN POSITIO"THE OUTSIDE B.PROVIDE HX-2 LWT SENSOR, AND HX-2 DOMESTIC AIR DAMPER SHAU.CLOSE,AND BOTH FANS WILL BE mAnuplREaRc TEMPERATURE SENSOR FOR ru DEACTIVATED, TROUBLESHOOTNG PURPOSES V10 ii-WHEN THE OUTSIDE AJR TEMPERATURE FALLS BELOW 32 C_l AND C-2 DEGREES F.THE FACE AND BYPASS DAMPER SHALL z To a L REFER TO HRU-1 SEQUENCE PROVIDE C-1 LWT SENSOR 0 MODULATE YPASS A PORTION OF THE OUTSIDE AND C-2 I%T SENSOR FOR TROUBLE%iOCfnNG — DRAWN OCN I,AROUND THE HEAT EXCHANGER PURPOSES @— CHECKED asm LPROVIDE AUTOMATIC RESIAKT WHEN TEMPERATURES d NATA70RIUM HYDRONIC REHEAT COIL U ESL PROJECT It 12003 RETURN To NON-CRITICAL VALUES OR WHEN i REFER TO AHU.1 SEQUENCE. UPON A :3 CUENT PROJECT# COMMANDED FROM THE CONTROL SYSTEM. 'CALL FOR HEATING.TWO WAY MOT0RlCZEADLLV5AELMVEN9DMARyL lz d FIRE ALARM SHUTDOWN: DEACTIVATE SUPPLY AND MODULATE TO MAINTAIN RESET TEMPERATURE AS 1�-j SHEET NUMBER EXHAUST FANS UPON SIGNAL FROM FIRE ALARM CONTROL DESCRIBED IN THE ABOVE MENTIONED REFERENCE #A PANEL z 0 M800 SHEET OF GENERAL NOTES SYMBOL LEGEND ABBREVIATION LIST I. —ALL VALVES.TRAPS,TESTPCRTS.DAMPERS SYMBOL DESCRIPTION SYMBOL DESCRIPTION (E) EXISTING CONTROLS,CLEANDUMETC TOBEACCESSIBLEFCR CCIDWATFRPIFTNIG AMP AMPERES NIAINIIEN�ADJUSTMENT&TESTING PROVIDE ACCESS AQUASIAT EFF, BACKIFLOW PRIEVENDER PANELS FOR ALL CCNCEALED DEVICES 2. INSULATE PIPING PER WASHINGTON STATE CU CUBIC NON-RESIDENnAl.ENERGY CGICE.REQUIREMENTS. enginuity systems,- HOTWATER PIPING TUMPLRATURE SENSCII CW COLDWATER UN DOWN 3. ALL EILECTRICAL WORK SHALL BE PERFORMED IN HOT WATER CIRCULATION PIPING TEI�EPERATL;Etr oAuGF BC ELECTRICAL coNrRAcro ACOORDANCEWITH NATIONAL ELECTRICAL CODE @) ID FLOOR DRAIN STANDARDS AND LOCAL RIFQUIRE�MENM WASTE @ PREMURE SEIIISCR IFT FEET 4. ALL FIELD WIRING SHALL REQUIRE AN ELECTRICAL PERMIT GAL GALLON AND SHALL 13E PERFORMEE)BY A LICENSED ELECITICIAR POOL WATER RETURNPIPINO PRESSURE GAUGE GPm GALLOmPERmNurr S. WATER PIPE CONNECTIONS TOAIR HEATING ANDCOOLING av GLOBE VALVE COILS SHALL BE MANUFACTURED,&CONNECTEC)IN POOL WATER SUPPLY PIPENG FLOWSWITCH H? HORSEPOWER COUNTER-FLOW COIINGURATICN BETWEEN WATER&AIR HW HOT WATER 6, ALLPRESSURESLISID ARE GAGE PRESSURES UNEj.SS PIPE-DOWN VACUUM SE IN INCH OTHERWISEN(yrim. KW KILOWATT 7 SEISMIC PROVISIONS ARE REQUIRED-REF IT TO PIPEUP VACUUMINDICATOR L LENGTH SPECIFICATIONS. LES POUNDS BRANCH-TOP CONNECTION FLOWMETER MAX MAXIMUM 8. THE FIRST FIGURE OF DUCT SIZE CALLOUrS MCATEB MCA DDE*MIONOFI"ACESHOWNORMCAT12)DUCrSLIFSARr MINIMUM CIRCUIT AMPACITY NET INSIDE DIMET-SIONS. BRANCH-BOTTOM CONNECTION @ McToRccNNEcnCN MANUFACTURER MER MIN M11111MUM 9. PROVIDE MANUAL AIR VENTS AT ALL LOCAL HIGH POINTS BRANCH-SIDE CONNECTION FVFq VARIABLE FREQUENCY DRIVE MDCP MAXIMUM OVEROURRENT PROTECTION FOR NEW POOL WATER SYSTEMS WA Nyr APPLICABLE 10 A SHORT DASH IN A SCHEDULE TABLE Cal INDICATES THAT THE CAP END OF PIPE PUNT OF CONNE-CIFION TOEXISTING NIC NOT[14 CONT-RACT IT.CCILUMN HEADING IS NOT USED OR I'M APPLICABLE TO [AT SCHEDULED ITEM OSA OUTSIDE AIR PIPE CIR DUCT BREAK(GRAPHIC ONLY-COTITINUOUS P1PE0_TCTl DEMOLITION SCOPE OF WORK PH PHASE IL MAINTAIN AND RESTORE(IF INTERRUPTED)ALL CCNDUITS a PSI POUNDS PER SQUARE INCH CONULICIORS.PIPING,&DUCTW(3RK PASSING THROUGH FLOW DIRECTION FLEXIBLE PIPE CONNECTION PWR POOL WATER RETLIFtN RENOVATED AREAS AID SERVICING UNDISTURBED AREAS PWS POOL WATER SUPPLY L A`=REXV1fZ=L"W`RING,ETC' CATE VALVE REDUCIuR RPM REVOLUTIONSPERMINUrE =A= Typ TYPICAL 13. SHED %=BACK GLOBE VALVE UNION Upc UMFORMPLUMBIW,CODE =01=A=I=CR jtj�� V VOLT ACCESSIBLE:CONDUIT JUNCTION BOXES,ETC BurrERFLY VALVE VFD VARIAEU FREQUENCY DRIVE 14 OWNER SHALL HAVE FIRST RIGHT OF REFUSAL FOR ALL 1_AYU`U__VE W WATT EQUIPMENT AND COMPONENTS FUEMOVED DURING _F- CHECK VALVE BACKI-I.0WPREVENIER ASSEMBLY W, WITH DEMOUTIOR TEMPERATURE&PRESSURE RELIEF VALVE FLOOR DRAIN IRA WIDT11 0"WNG WIS—0—FR011 6 BALL VALVE CIRCUIT BETTER -R—A PE17es PLUG BALANCING VALVE PUMP 3-18-2013 PROJECT In LE W LUAM SHORE 1W MEMORIAL POOL UPGRAM PROJECT ADDRESS 225 E 51H STREET FOR]ANGELES,WA 98362 KEY PLAN KEY PLAN DRAW ING REVISIONS I ADDENDUM 1 3/2812013 2 3 4 5 DRAW ING ISSUE DATE ADDENDUM 1 03/28M13 SHER TITLE LEIIEnw,AgBamTIW 1_u AN GENEUL XOM vi z 2 DRAWN CON CHECKED BSM ek PROJECT D 1 2W3 CLIENT PROJECT 8 11-- SHEFT NUMBER z 0 Pool SHEET OF PUMP SCHEDULE ITIF 11011' 11.0 RIA, ElEcfwAL STAR72ER AMNVAG GPAl(aMUffi 07) IP 11' AAfll IOLT 1PHWSE.I fMIAOU EC NIA P�5 ru 117VT WATER RECIRCULATION INANE 15 6 1750 12D I x enginuity systems., EXISTING EQUIPMENT SCHEDULE TIPE AtLwF'IC7Lvy A fODEL npE SERT)CF DEY-VPT/0,V-EWTA llvwxopE AOM &ETI 13XCMC STEAM E011-ER ARM STEAM POOL 416V,MAWS,3 PIT,5910OU WATTS DEMO r,&2 MJ`f�IVTWATERHEATER C7-EAVERBROoKs Twv,,5�18(�1501 FW480 IIOTWATER MMEIRS 480V.217A,3 PIT RELOCATE PUW CENnUFUDAL POOI.CIRCLIATION TE &P-2 MW CENT-FUFUGAL POOL Hur WATER DEW F-P--1 C REWME(E)MMOR 120V 2 INLINE Z7WA= REWlRE(E)WUrORT0I20V EM-1 TWAT EXCHAWER SHELLANDTUEIE MAD AND REPL-ACr NOTES. 1.MNM TO PROVIDE NEW 480 V M01M 20 1 W POW PROVIIDF WITH W-D Z CON17101,VLA WALL DIPS� UV TREATMENT CHAMBER -%3wL PD JAMNTIAG1110011TI AOM AIMIACI. A.0a Ml' JR&F (LBS) 0FCI-I )UVTREATMEWCHAMRM HANOVIA PMEMOODLISAW 3.5 1 4W.W 3,00 15.M �2 ELIOOR 260 775-� 1.PROVIT)EDWITHFIVION2 POWER CAERNEr. ...WAS PRO—M FROM RPRBNTANA--...T __CROA—MAYBE EXPANSION TANK SCHEDULE S11MOL 11,111'FAMMR lVaEl npF covmnow I.RE rr-2 AmntoL AX-15V DomEsnc HOT wATEFt vExncAL 60 2A 3-1 8�2013 VFD SCHEDULE SlIff101, AL4NINACTURER A 99DEL SER)rE "Ell-,UTI A010 PROJECT TITLE VIRLUAM SHORE MEMORIAL POOL WD-1 H2FLOW UPGRADES NOTES: I.OWbMPROVMED�CONrRACrMRC'rAU.EDEWWMENT PROJECT DDRESS 225 E.STH STREET FORT ANGELES,WA 98362 WATER STORAGE TANK SCHEDULE KEY PLAN SIWWL AL4MJFAC7VPER AiOM AVM C4PACM _W (LBV WT-I LOCEINVAR R-A0318 319 1 %7 E KEY PLAN EQL"MENT SCHEDLTLE syNHOL mANUF`AcrUIUFR MODEL TYPE simvicE DEsoupnom)ATA DRAWING REVISION I ADDENDUM 1 3/28/2013 2 6-INSIDE-DIAMETER,MODULATING 1 MERMADF FV-DP DRAWING ISSUE DATE 1.CONT'RACTORSFIALL INSTALLFLA)AT INACCORDANCE WITHMANUFACTURE3CS RECONOdENDA710M ANDAPPLICABLEWACCODIES ADDENDUM 1 03/28/2013 SHEET TITLE 'V" SCIRMLES z 0 P. DRAWN CCN CHECKED BSM ESL PROJECT IT 1 200 CLIENT PROJECT 9 P- SHEET NUMBER 40 oz P002 SHEET OF PLAN NOTES DEMOCONTROL PANEL FOR O&A DAMPERS,Pl,ANDP2. (D M.1000NTROL PANEL FOR HEAT PUMPS. (D DRACIALL GALVANLZEDPIPTNG AND VALVES, 9" 1-1/2"4e r—(D'-ffla-(D (D PM-UMATICCONIROLSCCMWSSORABOVFCUM)M enginuity systems-. 40 11 '1 E-13- LT L-10 L I C-F-\","- 1-0 P-2 9 ANKAS-I 9 E3 (D 5" CONTINUATIONONMECHANICAL PLAN M201 COORDINATE SLRVICrSMQ8 PIPING CONNECTION WITH MECI LAMICAL CONTRACTOR TEES FOR SALT CHEMISTRY SYSTEM ALTERNATE BIT)3 6" AL. I FAMILY ...... Q a xr- ATH IK2 HX-I FAMILY 1-1jr-\ ELA"W I N C B 3 6 �/UEZNNICAL (D EWPMENT ADDED UNDER MECI IANICAL CONI RACT tvl�-Goi ANICAL VAULT Room P 2-1 DRYERGO a CMRUMTEW-Wi�OCAUONa--ILLLMni(E)CRAM. (D owNER PR P-3 OVU)M CONTRACTOR INSTALLED TA* BATHk DOM-, �c-,,_ N K Q ALTERNATEFIED4. �A TE.2. �A,/ 5 C-B-2 /*vi Plol 2 I/r R SMITH 35]OFUM4ELFLOOR DRAIN OR APPROVED, S, F j /-2"HWTOSHOWER1 EQUAL, TO(E)HFP I 1/4"HW TO DEMO CONCRETE FOR INSTALLATION OF FUNNEL F`LOCIR DRAIN 0 2"HWTOSFIOWFRS (DOO�HEMNMSTRY INSTALL PER MANUFACTURERS RECONfMENDATIOR PATCH 2 (E)DOMESTIC 2 CONCRETE AFTER 2'INDIRECT WASTE PEPE IS INSTALLED WATERLIMES P200 PROVMP4'CG?CRE'MfiUJSEKMiMPADFURBMERDWJRE 2 'YM PAD SUPPORTS I OF BOILER (E)Da&=c P20D 0 IN WATER LINES CEINIC' SiA (E)PIPINIG CMEIL LT --A�40 T.......—11-11D—L STORA, --A .—PA. UPPER MECHANICAL PLAN- UPPER MECHANICAL ROOM C.—IM.—R.'12 =—.R.l. KITITO-D DEMO [*fOUT LLCOND= CALE: 111=1.- LIW: SCALE: 0 7 4' 0 2 4' 18-2DI3 VA I. VACUUMFILTER PROJECITFILE WILLIAM SHORE FILTE Fl LT MEMORIAL POOL 10 t\ E UP TO FFD UPGRADES TAIS 15 TA�NK I If GV W/EXTENSION HANDLES- 2'(E)FD 2-(E)IT) PROJECT ADDRESS 4- 225 E.SIN STREET PORI ANGELES.WA 98362 FAMILY BALANC IN /lei FAMILY BALANCING MECHANICAL VAULT BATHROOM TANK MECHANICAL KEY PLAN 8'GVW/EX7HAN3LES BATHROOM TANK 6-POOL AWL:\ TE SUMP PUMP NO 3 E-P-2 WA —7- WASTG S U �7,7- S u zj SUMP 8"GUTTER DRAIN E-P4 -4 111Y PLAN 8*GUTTER DRAIN rew 2.(M Fl) 2-(E)ED D WING REVISIONS I RA ADDENDUM 1 3/2812013 WATERLM 8"MAIN (E)DOMEsnc POOL DRAIN 4- UNIES 3 YP) DRAWING ISSUE DATE DRAIN,4'SEWER ADDENDUM 1 03/28 /2013. SHEET TnE BLAMED NECUM11 STORA t-u W=PLM to z LOWER MECHANICAL ROOM- 0 DRAWN CCN LOWER MECHANICAL ROOM CHECKED BSM DEMO U ESL PROJECT 0 12003 LAYOUT CLIENT PROJEC1 I SCAIE: 114-i-T I-- SHEET NUMBER SCALE 114'=)*-a' wil z 4- 0 Ploo U SHEET OF ,,..,-PARlTTICNCR ML06�RYWALL FLANOMRCIDUPTO ATIACHN041"TOCELLTING MRUCIFURE(rYP) GALVAMM,,VTAL Y111RI-ABI ROD VE AS REQURED enginuity systems E UP TO CF14ftlujw 0 ATTACH INSULATION iili2�- 0�IWJGl-X11 F TOSTRUC— FTI3ERGIASS0.SLJlCIUFT) PIPE *iik RIGID r=C PIPE CR OCINDLITT GALVANIZED PW SMIM.D TOPROMCr PIPE (T7NG(TYP) NKXJNnM STRAP(TYP) ACX"TICAI-CAULKM DIANE71-2 ELACKFR ROD 6 0, 0 \\-NETAICIIAJR�SrRlUT 91 PIPE SADrXE(TYVP) ON 91PPCRT FUTURE PIPE DLNSUtTID PIP6 HANGIR DElAll All..P.ENETP-AIION DElAll Sc E E I TE E ,AL A SCALE, NONE RAW-110-1- 0,--— On— ---T _—A—— M-- —1 IE �.—o— co-- P—MV-0 CIE- 18-2113 PROJECT TnUE WILUAM SHORE AUMOR[AL POOL UPGUDES PROJECT ADDRESS 225 E.MIT STREET PORI ANGELES.WA 9&162 KEY PLAN KEY PLAN DRAW G REVISIONS I ADDENDUM 1 3128/2013 2 3 4 5 DRAWING ISSUE DATE 03r ADDENDUM I a/2013 SHEET TITLE BETARS ru vs z 2 DRAWN CCH CIL ITSM u ESLEfCRKOEJDECT# 12DD3 CLIENT PROJECT I SHEET NUMBER oz IP200 SHFtT OF PLAN NOTES PULSAR SYSTEM 3 PROVIDM LINEM MEaiANICAL OWERACT PROVIDE MatMADE STYLE FLOAT VALVE (D CHEMICAL CONTIRCL,PANEL D (D OWNEJRPR0VlDEDEQJIFMENT ALTENNATFE102. enginuity syMms (D ALTERNATE ERI)3. E-E-3 (F)DF SERVICE ElCD( ur r2- PROVIDE TEES FORCIMMICAL CONTROL SYSTEMS 3,r FLOWCELL Q/ E-P I su" 3 T TOPOCILD'am VFD TE TI pf TE TI PI 2-1 2.irr--4 VFD-I Q fix-) --6 Gunm DRAIN SURGE PIT DE FILTER TAM Tf GUTITER DRAIN MAIN TE 11 PI TI P! DRAIN coNnNUEDCN/'2 ATER FLOW DIAGRAM [W�T—OT CONTINUEIDCN ONA, 18-2013 PROJECT In LE TI WULLAM SHORE ARMONAL POOL UPGRADES 2-1/2 PROJECT A DRESS HX-2 2-fir 225 f SIM SIRE PORI ANGELES.WA 9SW KEY FIAN PI TE TI TE P-5 300 CALLON E-&l STORACETAI-Y, 2-lir K" 2-llr 2-trl'- DRAWING REVISIONS I ADDENDUM I =80013 2 3 D DATE 2-1/r-/ ADRADWENDUMISSUE 03/78/2013 SHFFT TITIF FL=ltqgWM E-P4 ET-2 la z ORA CcN WN U CHECKED BSM ESL PROJECT 0 12DO3 DOMESTIC WATER FLOW Ct [ENT PROJECT p— SHEET NUMBER z 0 P300 U SHEET OF ELECTRICAL SYMBOLS LEGEND DETAIUSECTION IDENTIFICATION:A=DETAIUSECTION LETTER,8 a SHEET NUMBER enginufty systems WHERE DETAILISECTION IS DRAWN. EQUIPMENT CONNEC110M CALLOUT.AB EQUAL EQUIPMENT IDENTIFICATION ON MECHANICAL EQUIPMENT CONNECTION SCHEDULES.VERIFY EXACT EQUIPMENT REQUIREMENTS ON SHOP DRAWING EQUIPMENT SUBMITTALS PRIOR TO ROUGH-IN. DO NO ROUGH-IN FOR EQUIPMENT PRIOR TO REVIEW OF SUBMITTALS.REPORT ANY DIFFERENCES IN REQUIREMENTS TO ENGINEER IN WRITING. CONDUIT CONCEALED.HASH MARKS INDICATE NUMBER OF#12 CONDUCTORS IN CODE SIZE CONDUIT.NO HASH MARKS INDICATES 2412 CONDUCTORS PLUS GROUND IN 314'CONDUIT,LONG HASH MARKS INDICATES NEUTRAL CONDUCTOR."INDICATES GROUND CONDUCTOR. FLEXIBLE RACEWAY.PROVIDE GROUND CONDUCTORS PER NEC. A-1.3 ADJACENT TO ARROW INDICATES HOMERUN OF CONDUCTORS IN CONDUIT FOR CIRCUITS I AND 3 TO PANEL W. juNcTION BOX. rf7l POWER PANEL I$ DUPLEX RECEPTACLE 2oA,125 VOLT WALL MOUNTED AT 18 INCHES AFF.G=GROUND FAULT INTERRUPTING,T-TAMPERPROCIF. DUPLEX RECEPTACLE 20A,M VOLT WALL MOUNTED HORIZONTALLY 2-ABOVE COUNTERTOP BACKSPLASH TO THE BOTTOM OF THE RECEPTACLE COVERPLATE. FOURPLEX RECEPTACLE 20A.125 VOLT,WALL MOUNTED AT 18 INCHES AFF. SPECIAL RECEPTACLE.AMPERAGE AND VOLTAGE AS SHOWN. EQUIPMENT CONNECTION.PROVIDE PER NEC AND MANUFACTURERS REQUIREMENTS ANDIOR RECOMMENDATIONS. Oj DISCONNECT SWITCH FUSED DISCONNECT SWITCH WITH FUSES. TRANSFORMER,SIZE AND TYPE AS NOTED.PROVIDE GROUNDING AS REQUIRED BY NEC. GROUND PER NEC L (E) EXISTING WP WEATHERPROOF GIII!IIIIIIII AL PROJECT TITLE VALLLAM SHORE MEMORIAL POOL UPGRADEII PROJECT ADDRESS 225 E STH STREET PORT ANGEIJES,WA 9M2 KEY PLAN KEY PLAN DRAWING REVISIONS I ADDENDUMI 3/28/20 2 REV DESCR:PIION DAT 3 REV DESCR PIT N DAT 4 REV DESCRIPTION OAT 5 REV DESCRIPTION GAT DRAWING ISSUE DAT ADDENDUM 1 03128/201 SHEET TITLE ELECTRICAL 2 LEREM Mu z 0 A DRAWN Sjt CH KED GLW/Sty u ESLEPCROJECT It 120W CUENT PROJECT N x CROSS ENGINIMRS,INC I'— SHEET NUMSER 2 z T� 0 E101 U SHEET XXX OF XXX GENERAL NOTES: SEE PARTIAL PLAN,—\ 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND eoonuity systems,,. SHEET E201 SPECIFICATIONS.THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID.INDICATED ON ARCHITECTURAL AND MECHANICAL DRAWINGS.ALL ELECTRICAL WORK SHALL BE PROVIDED PER THE CURRENT FILTER EDITION OF NATIONAL ELECTRICAL CODE.WASHINGTON STATE ADMINISTRATIVE TAN K CODE,WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE AND CITY OF PORT SEATING AN ELES CODES AND AMENDMENTS. FAMILY FEBM LA N C I N IG MECHANICAL VAULT (E) BATHROOM 1 TANK 2. CONTRACTOR SHALL SEE ARCHITECTURAL DRAWINGS FOR THE FIRE WALL 1 71 SEPARATIONS.CONTRACTOR SHALL PROVIDE CAULKING,SEAL-OFFS,ETC.AS IL"- i WASTE REQUIRED BY CODE TO RETAIN FIRE WALL SEPARATION RATINGS. SUMP EXISTING SCOREBOARD LORI 3. ALL WALL PENETRATIONS SHALL BE NEATLY CORE-DRILLED,CAULKED AND SEALED TO MAINTAIN FIRE,AND WATERPROOF RATING.PATCH,REPAIR.AND 0 PAINT TO MATCH EXISTING. /EF\ (E) 4. THERE ARE NUMEROUS EXISTING HVACIPLUMBING EQUIPMENT UNITS BEING) REMOVED.CONTRACTOR SHALL REVIEW MECHANICAL AND PLUMBING DRAWINGS FOR ALL EQUIPMENT BEING REMOVED.CONTRACTOR SHALL STORAGE DISCONNECT EQUIPMENT AND REMOVE ALL ASSOCIATED CONDUIT AND RELOCATED SCOREBOARD CONDUCTORS SERVING EQUIPMENT. MEN'S ELECTRICAL NOTES: EXISTING CLOCK LOCKER ROOM OFFICE OFFICE CONTRACTOR SHALL ROUTE NEW CONDUIT AND CONDUCTORS SERVING v�Fp IYVP .15 H &-- —)2P2 EQUIPMENT ALONG SAME ROUTE AS NEW MECHANICAL PIPING.CONDUIT NE7 AND CONDUCTORS SHALL TERMINATE IN NEW POWER PANELS 4P AND 2P2 POOL (ON ROOF) LOCATED IN EXISTING MECHANICAL ROOM.SEE SHEET M200 FOR MECHANICAL PIPING ROUTE. ID 2 CONTRACTOR SHALL REMOVE EXISTING 416V FLUSH POWER PANEL AND JANITOR WORK CONDUIT AND CONDUCTORS SERVING ALL ASSOCIATED EQUIPMENT OFFICE BEING REMOVED.REMOVE EXISTING CONDUCTORS BACK TO SOURCE m Gw- -Z—T—ING—D G POWER POINT IN EXISTING MECHANICAL ROOM.CUTICAP SURFACE CONDUIT PANEL 8&C FLUSH WITH FINISHED FLOOR.CONTRACTOR SHALL PROVIDE NEW SCREW (E) COVER OVER EXISTING PANEL —6—co-- CONTRACTOR SHALL REMOVE EXISTING EXIT LIGHT AND PROVIDE NEW LfTHONIA#LOMS-G-1201277-ELN OR EQUAL. MAIN (E) OFFICE �7 CONTRACTOR SHALL REMOVE AND RELOCATE EXISTING SCOREBOARD EXISTING 415V-<2 Q. COORDINATE WITH OWNER FOR EXACT LOCATION PRIOR TO REMOVAL L POWER PANEL AND RELOCATION.PROVIDE 3/4`C�2#12 CU&(1#12 CU GRD AND '�—EXISTIP IG EXIT LIGHT CONNECT TO PANEL 2P1,CIRCUIT#18. CA LOBBY-< TYPICA L OF SIX(6) & CONTRACTOR SHALL COORDINATE WITH OWNER FOR NEW LOCATION OF (E) EXISTING CLOCKS.NEW LOCATION IS ANTICIPATED TO BE 2'-v LOWER AL uNKuu THAN EXISTING LOCATION.PROVIDE 3/4-C-(2)#12 CU&(1)#12 CU GRD AND 3/27113 L WP 2P2-15 CONNECT TO PANEL 2PI,CIRCUIT#26. PROJECT TITLE R CONTRACTOR SHALL INCLUDE A TOTAL OF SIX(6)RECEPTACLE AND MLUIAM SHORE COVERPLATE REPLACEMENTS IN LOBBY,OFFICE,SHOP AND STORAGE MEMORIAL POOL 0 (ON RlOOF) THAT HAVE BEEN PAINTED. UPGRADE$ 2P2-ll EXISTING CLOCK. PROJECT ADDRESS G11 LU 225 F 5TH STREET 0 PORT ANGELES,WA 98362 WOMEN'S LOCKER ROOM 0 KEY PLAN (n w L < F .,. 0 Lu TOI LU > 0 D AWING REVISIONS I ADDENDUM 1 3/28/201 2 REV DESCRIPTION DAI 3 REV DIIC:�'[IoN DAI , �EVEIESC PTI DAT 5 REV DESCRIPTI'O)NN DAT z DRAWING LSSUE DAI 0 ADDENDUM 11 03/28/20 WADING 650 6 TERRACE POOL fn z SHEETTITUE LU u z u) ELECTIRIrAL F=11 PUUI 0 u Lu R E3 R 0 — DRAWN sj) CHECKEE) GLW/SL� ESL PROJFCT# 12W2 CLIENT PROJECT xx) r ELECTRICAL FLOOR PLAN CRCISS ENGINEERS,INC I— SHEET NUMBER SCALE:1/r=l'-O" vlo z 0 El 02 U SHEET XXX OF XXX ELECTRICAL DEMOLITION NOTES EXISTING MAIN SWITCHBOARD TO BE REMOVED.SWITCHBOARD IS BUS CONNECTED TO UTILIT-Y enginulty spWms,, TRANSFORMER ROOM BEHIND.CONTRACTOR SHALL REMOVE BUSSING IN TRANSFORMER ROOM AFTER UTILITY HAS REMOVED TRANSFORMERS.SEE SHEET E201 FOR NEW LADDER TRAY AND 3 2 CABLING TO BE INSTALLED IN UTILITY ROOM BY CONTRACTOR. Q BUS TO BOILER TO BE REMOVED. Q EXISTING THREE(3)BUCK BOOST TRANSFORMERS TO BE REMOVED. (EXISTING DISCONNECT FOR HEAT PUMPS TO BE REMOVED.REMOVE CONDUIT AND CONDUCTORS SERVING HEAT PUMPS BEING REMOVED. 7 6 10 Q DISCONNECT FOR CONCESSIONS TO 13E REMOVED.EXISTING CONCESSIONS TO BE RE-FED FROM NEW PANEL 2Pl. DISCONNECT FOR EXISTING PANEL X TO BE REMOVED. (D RECEPTACLE AND TIME CLOCKS TO BE REMOVED. 4 IV I EXISTING PANEL X TO BE REMOVED.PROVIDE CODE SIZE SPLICE BOX AND RECONNECT EXISTING BRANCH CIRCUITS TO NEW PANEL 2P1. (D EXISTING DRYER TO BE RELOCATED.REMOVE EXISTING CONDUIT,WIRE AND RECEPTACLE. EXISTING TELEPHONE CABINET TO REMAIN Aq EXISTING PANEL PA.DISCONNECTS,WIREWAY AND TIMERS TO BE REMOVED. EXISTING PANEL A TO 13E REMOVED AND REPLACED WITH NEW PANEL 2P2.EXISTING PANEL IS CURRENTLY BOTTOM FEED WITH A THROUGH FEED TO THE CONCESSIONS SERVICE ABOVE ROUTED ALONG THE OUTSIDE OF THE BUILDING.PROVIDE A NEW OVERHEAD FEED TO CONCESSION AND TO NEW PANEL 2P2.RECONNECT EXISTING BRANCH CIRCUITS IN 2P2 AND TIME CLOCK CONTROL. EXISTING SWITCH130ARD BUSSING CONCRETE WALL PENETRATION.CONTRACTOR SHALL PATCH EXISTING CONCRETE WALL AFTER REMOVAL OF EXISTING BUSSING.SEE SHEET E201 FOR NEW Uli-T 7 9 LADDER TRAY CONCRETE WALL PENETRATION. PHOTO#1 PHOTO#2 PHOTO#3 NO SCALE CALE NO SCALE ,t%k L AL 3/27/13 PROJECTTTTLE TO 95 MLUAM SHORE MEMORIAL POOL Y F , KING SOUTH UPGRADES FILTER PHOTOI" UTILITYROOMBUS PROJECTADDRESS TANK LOOKWG EAST 2Z5 E.5TH STREET PORT ANGELES.WA 98362 KEY PLAN BALANCING TIME CLOCK TANK IMECHANIM 12 13 PHOTO 02 UTILITY LOOKING EAST TRANSFORMER WASTE VAULT SUMP I ------------------------- Z[ TE MP] DRAWING REVIDONS PHOTOW3 I ADDENDUM 1 3/28/201 2 REV DESCR(PnON GAT LOOKING FAST 3 REV DESCRIPTION DAT CHLORIN�E 4 REV DESCRIPTION DAT SOUTH ROOM 5 REV DESCRIPTION DAT DRAWING ISSUE DAT ADDENDUM 1 03/28/201 SHEETMLE PAR11W ELECTIWAL PHOTO#4 BEROUT1401 RM MAR PHOTO#5 uA NO SCALE NO SCALE z 0 DRAWN CH KED J� P GLW/SL PARTIAL ELECTRICAL DEMOLITION FLOOR PLAN u FSL PROJECT 12002 SCALE:114"=V-0" CLIENT PROJECT N xx) LIM CROSS ENGINEERS,INC "I I-- SHEET NUMBER z 0 E103 U SHEET XXX OF XXX ELECTRICAL NOTES: (D COORDINATE LADDER TRAY LOCATION WITH UTILITY PRIOR TO ORDERING enginuity systems:,,l AND INSTALLATION. PROVIDE NEW HOT DIPPED GALVANIZED STEEL OR ALUMINUM LADDER TRAY WITH 6"RUNG SPACING.PROVIDE CONCRETE THREADED INSERTS, 1/2'THREADED ROD AND SUSPENDED LADDER TRAY FROM CONCRETE CEILING.COORDINATE EXACT HEIGHT WITH UTILITY PRIOR TO ORDERING AND INSTALLATION.PROVIDE ALL GROUND JUMPERS AND MOUNTING ACCESSORIES. CONTRACTOR SHALL COORDINATE WITH OWNER FOR EXACT LOCATION OF RELOCATED WASHER AND DRYER PRIOR TO ROUGH-IN. CONTRACTOR SHALL PROVIDE 125V,20A,GFI,DUPLEX RECEPTACLE MOUNTED DIRECTLY BELOW PANEL 2PI.PROVIDE 3/4"C-(2)#12 CU&(1#12 CU GIRD AND CONNECT TO PANEL 2PI,CIRCUIT#28. /E-F\ _,,�—EXSTING Ku NEWPENETRATION UT:LITY METER THROUGH EXISTING TO REMAJN CONCRETE VAULT WALL FILTER TANK 8" —Ano NEW SWITCHBOARD c. B'X 8'X 24"WIRE GUTTER MOUNTED BELOW NEW L PANEL 12' NEW LADDER TRAY 13ALANCING #10 KE7 SUSPENDED FROM CEILING TAN K QDRYER RECEPTACLE 2P2-7 NEW PANEL 4P ON THREADED ROD MECHANICAL ROUTE CONCESSIONS AL 3127/13 /E---P\ Q WASHER RECEPTACLE-11, el--. CONDUIT AND PANEL 2P2 2P2-8 CONDUIT ABOVE ON PROJECT TITLE EXISTING OWNER LADDER MEZZANINE CEILING TO REMAIN.ROUTE WIULAM SHORE CONDUIT ON WALL BEHIND MEMORIAL POOL LADDER. UTILITY UPGRADES 2P2-1 M 2p2_S R C C M0 N 0:zz -s-s TRANSFORMER PROJECT ADDRESS WASTE o-- VAULT 225 E 5TH STREET PORT ANGELES.WA 98362 SUMP (DNEW PANEL 2P1 MEZZANINE LOCATED ABOVE KEY PLAN - UTILITY TRANSFORMER VAULT, TRANSFORMER B /E—F\ EXISTING CONCRETE NEW 150KVA.DRY-TYPE CHLORINE ROOM,AND ALCOVE. OLTED TO FLOOR 12'X 12"X WSPLICE/PULL TRANS. EP BOX MOUNT N CHLORINE KEY PLAN 4 MEZZANINE 0 1 RCEPT EXISTING NDUITT6, ROOM DR I AWING EVISIONS CONCESS NS PANEL. (:� I ADDER 3n8/201 ALCOVE J 2 REV DNESDCURMIPTIION DAT G .3 REv DESCRIPTION DAT 4 REV D CRIPTION DAT 2P2-13J 5 REV DESCRIPTION DAT DRAW114G ISSUE DAT ADDENDUM 1 D3/281201 SHEETTrTLE NEW PANEL 2P2 FARM ELECTRIM FLOOR 10— LOCATED IN ALCOV us PLMI z 0 8 DRAWN sj� 2 CHECK GLW/SU ESL PROJDECT 4 12DD2 CLIENT PROJECT N xx) PARTIAL ELECTRICAL FLOOR PLAN CROSS ENGINEERS,INC 09 I— SHEET NUMBER R SCALE:112'=l'-V t* OEM E201 !".11 z 0 U SHEErXXX OFXX'A NDUIT AND CONDUCTOR SCHEDU enginuity systems Z-l\(3)3"C44)#350 KCM CU&(1)#210 CU GRD EACH 4-C-(4)#600 KCM CU&(1)#2 CU GRD (E)4"C-WrTH NEW(4YWO CU&(1)#4 CU GRD 2-1/TC-(4)#4/0 CU 2"C-(4)93/0 CU&(I)N CU GRD 1-1/4"C�4#2 CU&(1)#8 CU GRD PANEL SEDB LOAD CALCULATIONS SERVICE KVALOAD FACTOR NEC REF. DEMANDLOAD LIGHTING 4.50 x 1.25 210.19(A)(1) 5.83 RECEPTS TO 1OKW .72 X I.D0 220.44 .72 RECEPTS OVER 1OKW . X 0.50 220.44 MOTORS(LARGEST) 122.04 X 1.25 430.24 = 152.5 1 MOTORS 252.30 X 1,00 430.24 = 252.30 KITCHEN EQUIP. X 1.00 220'5' 2 - WELDERS X 1.00 630.11(8) 2 AIR CONDITIONING X 1.00 220.50 z ELECTRIC HEAT 749.49 X 1.00 220.51 = 749.49 -cc"mT MISCEUMEOUS 83.60 X 1.00 = 83.60 - co-on�-to VE-AU-- TOTAL CONNECTED 1212.6 KVA TOTAL DEMAND 1247.5 KVA (146DAMPS) 0503AMPS) L 12*X 12,X 6* SPLICE/puLLBOX (E)l 114'C�4)#2 CU CONDUIT UTI�IZED FOR GROUND Al 150KVA 480'1201208V, ---- -------------- TO(E)CONCESSIONS PROJECT TITLE 3PH.4%�,DR*Y-TYPE 6 WILLIAM SHORE TRANSFORMER MEMORIAL POOL UPGRADES PANEL PANEL PANEL NEW BOILER 4P T 2P1 T 2P2 LEGEND: PROJECT ADDRESS (E-B-2) (B-1) v I v 40DA S' T 400A sS l0QA NEW 225 F 5TH STREET 7GRD PORT ANGELES,WA 98362 A2 A --------- EXISTING KEY PLAN A E L2 KEY PLAN D AWING REV61ONS I' ADDENDUM 1 3/28/201 U, 5 SETS OF(4)#600 KCM AL.ROUTE IN NEW 2 REV DESCRIPTION DAI 6"X 6"X 24'WIRE GUTTER 3 REV DESCRIPTION DAI MOUNTED BELOW PANEL 4P 4 REV DESCRIPTION DAT LADDER TRAY AND COORDINATE LENGTHS Y WITH UTILITY.TERMINATION IN UTILITY E2 9 5 REv DESCRIPTION DAT VAULT ROOM BY UTILITY.SEE SHEET E201 DRAWING ISSUE DAT FOR LADDER TRAY LOCATION. ADDENDUM 1 03/28/201 SHEET TITLE 166N.'48OV,3PH,4W,65.000 AIC.SEDEI ------------ --------------------- POWER mum DIRCUM (E)2'C-(4)#310 CU.REMOVE EXISTING CABLES AND PROVIDE PROVIDE NEW SERVICE -GRD GROUND FAULT NEW(4#310 CU&(1#6 CU GRD 1.ul GROUND.DO NOT REUSE TO PANEL B AND C IN MAIN z EXISTING. OFFICE 0 DRAWN sjx POWER RISER DIAGRAM CH KED GLW/SL� ESLEC NO SCALE CU PROJECT 12XOXO)�' CROSS ENGINEERS,INC - ENT PROJECT It SHEET NUMBER z E301 T-.-- -N-1.12 0 SHEETXXX OFXXX SURFACEMOUNTING SURFACE MOUNTING 35.000 PANEL SCHEDULE -------------- 42.000 AIC PANELSCHEDULE NO. MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE 4p I LOCA71ON: MECHANICAL 4804277 VOLTS 3PHASE4WIRE NO. LOCATION: MECHANICAL 1201208 VOLTS 3PHASE 4WIRE enginuity systems,J HP X MIN. SERVING: EQUIPMENT 2PI I SERVING: 400 AMPS WITH 400A MAIN BREAKER ITEM DESCRIPTION LOCATION VOLTS PHASE CIRCUIT DISC. FUSES MAGNETIC FEEDER CIRCUIT NOTES CKT TRIP 7 TRIP 400 AMPS WITH MAIN LUGS EQUIPMENT No. LOADDESCRIPTION KVA AMPS Amp, KVA _0A_6_66_C9l96V__ C- LOAD DESCRIPTION KVA TRIP TRIP KVA LOAD DESCRIPTION ZKW AMPS SWITCH STARTER NUMBER No. IAMPS AMPS 1 AHU-1 87.90 125 20 6.81 75� _L_AHU-2 60/ !Lo_ 3 19.84 - .12 EF 2 AIR HANDLING EXTERIOR 480 3 4. 1.92_CP_-3 UNIT 105.9 3P200 125 DIV.23 2'C.(4)#310 CU 4P-1 5 ;1� t, �5 NEMA3R a(1)#6 CU GRD 7 HRU-I 5- 3 20 1.13 f--P4 9.13 _tTl 50 22AI E-P-I (E)PANEL B !ff.00 200 100 _2K-00 E-1 rAHD, 9 __50Z -1 7- T CONCESSIONS AIR HANDLING ROOF 208 3 55.1 3P60 60 OrV.23 1-C-(4)#6 CU 2Pl-1 - 10 ICU UNIT 11 -W, ��3 -_io_ 9 13 EF-3 - & 3 3 12 11 3 3 NEMA3R #10 CU GRD 1.74 15 - -12 15 3.50 UV-1 14 13 PANEL2P2 13.40 100 .50 jE 17 __16 -15 (L)ACID STORAGE -14 8 ELECTRIC MECHANICAL 480 3 686 3PlOOO 1000 DIV.23 (3)3'C-(4)#350KCM SEDB 3 18 17 3 1.50 E SCOREBOARD I 3 bu __16 BOILER 19 P-11 P-2 797 20 20 .55 EF-2 �0_ _T9_SPARE 30 1 E) IT LIGHTS 18 CU&(1)#210 CU GRD zi -- 0 -SPARE zz 21 .50 E 20 /CC-\ CHEMISTRY MECHANICAL 120 1 2-21 3/4 C42)912 CU - 2Pl-31 23 �E3 24 23 3 I-DO E HOTIVATERHEATER 22 CONTROLLER (D &(1.)912 CU GRID 25 SPARE 20 .10 E BOILER CONTROLS --- 27 -16 5 SPARE -T; _L_ .520 E CLOCKS 26 /E-B\ EXISTING MECHANICAL 480 3 3 27 .18 RECEPTACLE Na7 WATER HEATER 2 Q (E)4'C-NEW(4)ff" SEDB IL--- 3 -SPARE CU&(1)#4 CU GRD 31 20 SPARE 32 3 - IA7 20 33 SPACE 32 35 SPACE 34 33 SS-1 34 PUMP MECHANICAL 480 3 20 27 3P60 50 I-C-(3)#6CU 4P-8 3 1 _56 35 SPARE 200 SPARE E E 'GHTS 2' -HEATER 22 ONTROL, 24 M 2 E H)IT L M28 OT WAT E BOILER C E CLOCKS CL RE rEA E C PT J SPARE 30 32 '3 M 3, 37 r3 36 k Ws-Hp-lTu-oi 72oo 30 JTVSS 38 37 TVSS �z &(1)#10 CU GRD k 39 -130 TVSS 38 /E-P\ EXISTING MECHANIC; k 41 3 d4O 120 1 16 3/4-C42)#12 CU 2Pl-4 42 3 3 42 41 2D 1173 �w PUMP &(1#12 CU GRID 'S CONNECTED LOAD: 262.1 KVA 3 REMARKS: . CONNECTED LOAD: 116.OKVA 32n2 A III'S EXISTING MECHANICAL 120 1 1/2 9.8 'C42)#12 CU 2Pl-6 DEMANDLOAD: 292.5 KVA 31!Al DEMAND LOAD: 122.1 KVA 339 AMPS 3/4 PUMP 0 &(1#12 CU GRD PROWDEHANDLE TIES FOR ALLMULTICIRCUT HOMERUNS SHARING A NEUTRAL PER THE NATIONAI�ELECTRIC COOEARTICLE210A CtRCUff8 RELOCATES)FIRM EMTIW PANEL X BEIRIG RENIOVED. EXHAUST FILTER 120 (D 3/4'C42)#12 CU 2Pl-2 MULTANIR BRANCH CIRCUITS.PART IS)OISCONNECTM MEANS.DRAWINGS ME DIAGIUMMATIC.WHERE THE CONTRACTOR PROVIDE HANDLE TIES FOR ALL MULTLCIRCUIT HOMERIJAIS SHMING A NEUTRAL PER THE NATIONAL CLEMIC CODE ARTICLE 210,4 &(1#12 CU GIRD MODIFIESITHE CIRCURTING,THE CONTRACTOR SRALL PROVIDE AN INDIVIDUAL NEUTRAL PER CIRCUIT,MULTI-POLE CIRCUIT BREAKERS FAN TANK BEI SHALL NCLUDEDIN MULTIWIRE BRANCH CIRCUITS.PART(8)DISCONNECTING MEANS DRAWINGS ME DIAGRAMMATIC.WHERE THE CONTRACTOR --F\ OR CIRCUIT BREAKER HANDLE TIE TO MEET THE NEC AITTICLE.ALLOOSTSASSOCIATEDIMTHMOI)IFIC THE O�.BID MODIFIES THE CRCUTrNG.THE CONTRACTOR SHALL PROVIDE AN IMIXIVIDUAL NEUTRAL PER CIRCUIT.MLLTLPOLE CIRCUIT BREAKERS. /E EXHAUST CHLORINE 2T7 1 1116 2 3/4-CJ2)#12 CU 4P-20 OR CIRCUIT BREME HANDLE TIE TO MEET THE NEC ARTICLE.AILIL COSTS ASSOCIATED WITH MODIFICATIONS SHALL BE INCLUDED IN N�g FAN ROOM THECONTRACTORSRSID. 7- &(1#12 CU GRID /-EF\ EXHAUST POOL 480 3 2.1 3P30 5 3/4-C43)#10 CU 4P-13 IE7 FAN &(1)#10 CU GRID A_R N HEAT 480 3 3P30 15 DIV.23 3/4'C44)#10 CU 4P.7 RECOVERY UNIT NEMA3R &(1#10 CU GIRD .._IM0MAT SURFACE MOUNTING 1�_ 51RT 22.000 AIC PANELSCHEDULE UV MECHANICAL 480 3 - 4.2 3P30 15 3/4'C44)#10 CU 4P-14 NO. 2p2 I LOCATION: MEC ICAL 120/208 VOLTS 3PHASE 4WIRE TREATMENT SERVING: EQUI M NT 100AMPSWITH MAIN L S 3.5 &(1#10 CU GIRD VE-AUCR NIL No. AD DE R PUMP MECHANICAL 480 3 3 4.8 3P30 10 3/4-CJ3)#10 CU 4P-19 AMPS AMPS NO. &(1)#10 CU GRID OCT LOAD DESCRIPTION KVA TRIP TRIP KVA LOAD DESCRIPTION CKT _1_(E)NIGHT LIGHTS 1 1.00 20 4- 20 1.00 E LIGHTS.OFFICE __2 E)NECH&M LIG"UTMSP IOD 2 1.00 E LIGHTS-TUNNEL 4 PUMP MECHANICAL 480 3 3 4.8 3P30 10 3/4-C43)#10 CU 4P-19 _IE)80'. 'j,;fp P 2; _73-6 m - 0) 1.00 0 E RECPT-MECH.RM. 61 L 4.50 30 WAS &(1#10 CU GRID IE)DRYER Im E WASHER EX 8 9 2 (E)MECH.RM.EXHAUST PUMP MECHANICAL 11 RECEPTACLES Y 480 3 2 3A 3P30 10 314-C-(3)#10 CU 4P-2 .18 W 1-2 .50 EIA IR DRYER 13 RECEPTACLES C &(1#10 CU GRID .18 50 (E)FIBER OFFICE 14 rs:RECEPTACLES .3-6 20 .50&DAMPER 6 PUMP MECHANICAL 480 3 3 3P30 10 17 SPARE zu E 18 314-C�3)#10 CU 4P-2 a ALW 5/27/15 20 (1),#10CU GlP_A__ 3 1 22' 3/4 C SPARE SPACE 24 PUMP MECHANICAL 120 2PI-35 PROJECTITRE 27 SPACE 20 26 WILLIAM SHORE 28 -7- 2PI-33 SALT MECHANICAL 120 1 1.5 MEMORIAL POOL 1 S (D UPGRADES 31 30 _5y��M__ 33 32 (D 34 35 WSHP WATER SOURCE ROOF 480 3 147 3P2OD 200 DIV.23 2-C.(4)#310 CU 4P-37 36 HEAT PUMP 3 TVSS 38 NEMA3 &(1)#6 CU GRD PROJECT ADDRESS ,g [41 PkE 42 1 PORT ANGELES.WA 98362 R 225 e SIN STREET ,'PROVIDE GFI CIRCUIT I CONNECTED LOAD: 13.4 KVA 37 AMPS REMARKS.I MECHANICAL EQUIPMENT CONNEC11ON SCHEDULES NOTES: tBREAKE RR I DEMAND LOAD: 14.6 KVA 41AMPSI (D PROVIDE 20A MOTOR RATED TOGGLE SWITCH KEY PLAN PROVIDE HANDLE TIES FOR ALL MLILT�CIRCUFT HOMERUNIS SHARING A NEUTRAL PER THE NATIONAL ELECTRIC CODE MrCLE 210A (D DISCONNECT IS EXISTING ON EQUIPMENT MULTAVIRE BRANCH CIRCUITS,PAIRT(B)DISCONNECTBx;MEANS,DRAWINGS ARE DRC�MATIC.WHERE THE CoNTRAcTOFt MODIFIES THE CIRCUMNG'THE CONTRACTOR SMALL PROVIDE AN INDIVIDUAL NEUTRAL PER CIRCUIT,MULTI41OUE CIRCUIT BREAKERS. ALTERNATE BID#3 OR CIRCUIT BREMER HANDLE TIE TO MEET THE NEC ARTICLE.ALL COSTS ASSOCIATED WITH MODIFICATIONS SHALL BE INCLUDED IN THE CONTREACTOR'S BID. (D ALTERNATE BID#2 ((D ALTERNATE BID#1 0V PLAN DRAWING EVISIONS I ADDENDUM 1 3/28/201: 2 :EV DESCRIPTION DATI 3 EV DESCRIPTION DATI A REV DESCRIPTION DATI 5 REV DESCRIPTION DATI DRAWING ISSUE DATE ADDENDUM I 03/28120V SHEET TITLE EUMPRIM SCHWULES au z 0 DRAWN six CHECKED GLW/SIJ u ESL PROJECT :, CLIENT PROJECT It XX CROSS ENGINEERS,INC �! SKEET NUMBER z E302 0 U sHEET xxx OFXXX ABBREVIATIONS: MATERIALS MY.- SYMBOLS Kff.' Z,\BIock\toqo-ESL. J.flf And FA, Fire Alar. PIT Paid k* FC Fabric CW.W MIT sa— -flasinnew, At -W It FID Flaw,Od. PON =.T ass. Dark.,Lis, FDC Irks,n - -C...U. PTR P'sanans,Trachadl Em Lawfian an Wed 7&.da FOR FR.D" POW POW Giant mALm Sem FUN Foodfian, WAAW Go LINE Shsd mmcbwr F.F Fachary Finish of 0-7 Th 4. CMERErE (bmw at mch wd of 00) UNDEWAOMEM A IN Fwrw Hand Ll AB Armilm Bid THE Firs Mass Cabinet ROAN a Rhar ACT Accustical Tila FIN 111"W-4 Raban Air A= Acmisfic(a) FLASH FkW" FIR FhMw.Raiiiiiard fiama BRICK/COU AD Arm Grain FLOUR Faman"I MIND RCP DOOR TARGET AD) AT FLR Fwarciall) RD Taftlia AFF Abm Finish Flow FOC Fm.1 Cm.Aft REF Flow. or lbbilvd. ALUM Ahook" Fall Im of damorry FEW addanad Rm INSULAVOIN APC Aaaadic Pand Oft FOS Irsal ff Slad RESIL An.5.41 FUN racs 0 wall RED RNP&W 0 Shad AFRICK (an scar am .f Fic".) DITERIOR avxm ARCH FW Fibar Reirdwand Pm RF Shed*jnbw Rim "' 11 r"", ATC A-AUC 1h Caft FF Fart/Fact !"I. son4m am Am An&Wrld FTC 0 R- FM OM INISULARION f= RST =0=. op AnXISUP01 hid pmd FURR RD RELITE TARO Annn,infiods. FX Fire Edirg". FEC F.baingabiv,Gahm aw R 15.mmctim TIC smk� 6 Rm Raw ra I RIGID N%XM EICS 9*c;:v sbafica CA, = FGAN BOARD ED,(n) emd Cap IT em GIALY G*Mbw S Smuth Go "off S&L Stan LoDqtw BUT OC(M* Gwd Carejudw SAIR Slyka IbO MOT INSULATION LOM TAROL7 am 81001"I'll GI Coko*W Iran Sw Stab a Vanish Im WALL 1VK By B.- GIL Dow SAM Sassawai Acansbad Tag CB64 Rom WE OR Brick GOB Gin-Thailand se W on ROUGH WOOD-CONTIMM ROPIDIN MAW ON 9-i-9 GWQ/WR O"an WdbmW Wder Amishad SOKED SdNMWd) Whom liblaws, cyp(BD) G"man mcano SC! Cabinaft ITUR 80 UP P-Fq III SD D— m mm WOOD suaciam; GUM UEVAM C To C OW.To Califf NOW SOR qaqP Dipars mr Stsm Drain REV13ON CLOUD ow CbiA NO HIM Ebb SECr 5,5, Ce Catch Basin HC "*so- SOD Social;Gkm am SOD. COUNIG HEIGHT HOR Wash. SGWB %p..Wd Smand ON omadkmm Raw Hm Harom Siff god CEN PLAS P, I Rft HIT Hdm&W SIT S.A. Corner Cmd HOMRIZ Sam SWAM Napkin Olimiamsmar -At 09 HIR M- 91DU Switary M*kn Disposal Unit 1,12 armnam/nOrm TAW RIEF SHT.AEIO)Q V09CHLK CI Cod ban CVP BD,RASTER CJI Data!.00,011BAtian Acind HIT N-illm SOD Slab 0.Grade CIL OW"Lin so S*= CLG OWN TO kWh mand. ss Sari-Sink.Star.ar Sardlary S.. Location an Shut FINISH Red kftff Fm a CID Caw DISUIL %It sowm Sted DEGIUL F[FEREliff FINISH IAIMT CUR am cow w 16.W MD sbrAw PLYAOW emu PIS 6.Rios So sm Sisal cams masm U.1 A SMR M-P MAIL 111111910 Do Chmmund.Carniany.QABA AN jar" STRWr shchird Dome Cannata isr 'Idid Sm SNPNwed COIN Location.Shed WORTH ARROW am Candrimans A jaird Sir WALLSEGITION OONT CW&M.Carmnams L Shad Shwt N.M. cow Card& 311/0111 shmat%rqA mansw R OP Cascara PM L Langm W Inalt Sm S11" CIFIF LAW Lantay sm WNOFE 0-0 LF Lateral Fills IT Cs I.I. Lim Land T Tram LA� I.,I.'I I CT Cr LS ugm Sft CIP Cack Top TOG TOWA call Q 6111111 Martin 1IR Tak 9-d D On- WAIT TC Too Cabkd DATA BAD Odd MR vacma eat TWO Tmd&"-Wimbs Woo N DBL Dasibb, IIDF M.S..Osw*Fbd.W 711 7dWh- DID mqdw Ons, WON mode" mr DOUG, MEP =T.W) modamical.mcbrical,maraking ITT 811 Tock Smard MI&GOI3 M IF a"RIM TOR Tap.1 em OF Orbiling FmAnin liardachm TOC Top',Curb., GENERAL ARCHITECTURAL NOTES m %crew m MIT obombn m Wok- TOP Top of Pmmd (the following apply unless shown otherwise on the plans) PROJECTME Do 1119C Wadb� IDS Top of Sinschum or Slab DI. Load IN) V=m OP.* IN Top at WOB CODE:� E �T.W W.M WM 9�BE M AT 24- ON Darnandratimn 0- 'ga wo DI.- M AND ORDINA11M. ON Dw MR maid"R G"m Wall in cXv WX sna,NAR" 10'OtC AT OR 11111MAORIAl POOL 8-d rmei&9RPRA"R.I.M� UPGLAM DR Door KID .. I I YS Th.Slaal DDI'AFTNIon NWECT10fiS AB M�By DRI. Rl in ww TSQD Tom W cmw Gammer DS WIN IV Teb.W- HAULING TWIC B,,rTNN PrmOTMbT0NR SXWLNE I.AT 6.a/c CONC ETE. OR Too Wadmb.r4bhd ._cR -MM TO MIX Pt- 2-IW FAcE NAL M �or ANc�N OF/W O/C or. Nmth TV Typiw ..MA'X,-TE�BE 1-1 2=&� �M Tcr'�M T2-IU 0 16' PROJECT ADDRESS E OE. B-, 12_1.M E Chd CONTa" BE Ac 00AMST,."nAm E End NTS NA T,soda am Unfrishad --1 TREATED WOM =5 E.STH STREET E FIT Em Pow do LWM Nrm Om..i" V. AI1 INIM�M IN OREM PORT ANG11ES.WA qa362 B-BE IN EA EGO CA Omd v ECIP F- 1 ROAN 005 Is WIR VWI.. OFFS Edk. OC 0.Codw wr vio C.p.& Tib KEY PLAN Ed Ficish 4shma, GO O'b"'s Oks"A" VERIF visdical REINFORCING STEEL- ri Espassian Joint F�a WEST I- ScUr.#4 BAIe�40.05 BAAB cAADE 0. BAIIB K SWUMY rM IN 0 P EL ID I- OF V.*In Flaill EUR OFF offica, Vxm Basis, -INKMUM�IN �cI-I�I.c.11L kJN� ON WING VinFI Wall C-.frq am owtAod 1.-0, no Elvadn" Opp ft-ft W Wed-Washe or Vdh W� I/�ImN EP Electrical Pwasl 015 Opme tD unsch- Em Dating Press, P WW//o With E" Fpq Point RIP P. Danced maker a WIft bmd R EFW Emirting P-6mrsork PIT P"d Broke, we wdw Claw ED Eqmd PF PwAl Fabric Im 11:111hate CdAd ES Espasm ftvd- FIL flaw WD Wood IM T�I EXIST (E) fiddini; RAW Pink Loho VOL WW Glass N4 MIX:IXAIG FIN MD ORW 825 M) DRA RIEVISK)NIS WW Off Ectaricr PLAS paft P.T. I ADDEINIDUJA 1 3/2WMl EYE WHI HIdw 2 REV DESCRIFITION OAT Er and Fm Wah 9 Sh* PUND RPNW wom Walk Off vat FIR Par 3 REV DESCRIFT)ON DAT PRS VP Wdw Pfod Sink TOR Waste 4 REV DEX30FIDDINT DAT PS him Walkarprad limahcam 5 REV DESCRFODN . DAT WT W-W DRAW140 ISSUE OAT WWF W.Fabria ADIDENDUNI I 03AAMI: SHEETTIU G01NA&cwn=ltAL N=- 1-U AUUMAM " AIIIATNIAL&STA110M Kff z 0 DRAWN CHECKSD BILL PI 0 I= CLIENT PROACT IT SHEETNUIAIIIR z 0 U SIM OF ZABIock\Ioqo-ESL Ltif PRE MMIALL DE -r.— Tm- 101-01 5'-B' 4'-4- NEW 42'TALL SCREEN WALL AsculTocTs NARDIE BOARD SOWS WITW MARCIE PANEL SVWA 0 BM SIDES WITN METAL PSTV;WAMT 2N"04FW' CAP FLAS" OVER V2'EXIEFMR SWEET14 =ZA3%OoL =IETAL NARDIE 50ARD SIDWS -cu YA^-A ZD PROVIDE 12'WIDE BREAK IN SCRIEEN WALLS NEW + + CURB Typr-AL-OR(3)LOCATIONS ZD ID 1/4' j WN" 8 LEDOM LOCK PT r WRAP NEW CIJR0 WITW SCREW AT 2'Or-STAISERED 10 "w- CUT S ROOFING. AS I&IN0111IM"C"IME zo C.) .7wU 5 1, em) r -�---MAINTAN MIN.42*FROM MECWANCAL UNITS TO EXISTINS&ROM STRUCTURE SCREEN WALL-TYPICAL WSWEETINSS OVER 3'CAR DECKNra A—A WALL IDE-7,41L LINE OF EDGE OF ROOF-VERF'r EXTEND END 11411-4 OF SCREEN WALL MIR A�. HIJLCT 10'-Ol FROM ROOF EDGE D TAFE ASH19 70M ZD r) 1 M18-2013 PROACrTmr. 421 TALL SCREEN MALL WILUAM SHORE NAIVE PANEL SVINSA ARIEMORIAL I= BON SIDES WnW METAL CAP FLAB" UPGRADES J P�ADOM 225 F 5TH SrREU PORT ANMEL WA RM PROVIDE V'WIDE BREAK KEYPLAN IN SCREEN WALLS NEW cum TYPICAL FOR(4)LOCATIONS r -�cu WARDIE BOARD 10"EXTERIOR SWEETW. WARDIE BOARD r mm" PRE PNIS14ED TAETAL EAC44 911111 PAW-L SIDW. rTP.EACM SIDE PAWL SIDIN5. MAINTAIN"N.42-FROM CAP FLAS44w. EAC44 ODE E ACII SIDE MECkANICAL UNITS To DRAINMr,REVISIM SLJOPE TOP TO OUTSIDE OF SCPSIEW IMI 1 6 DOUBLE P.T.2X4 REMOVE SCREEN WALL-TYPICAL I ADDIBNOW I 3/291MI TOP PI-ATEO FOOFM P.T.2X4 SCRIEEN P.T.2X4 SCREEN 2 REV DBCRrOON DA7 AS REGIUIRIM FOR UJALL 4"MW 3 REV DBCRrTION DAT .AT FRAMIW4 AT 4 KVDBCRFTION DAT NEW CURB 24"Or— 24'Oj=� 5 REV DESCRrTK)N DAT WARDIE BOARD PY 4xo vor 4'-2- DPAWNG ISSUE DAT PANEL SOW. WRAP NEW CURM wnu i:i�UY 114-ii W PIRMICE NEW EAC44 SIDE LEDGER LOOK I"IEMBRANE ROMM 1,0-0 $HEM M EXTIERIOR 11,141FIET SCRIEWS,AT 2*or- Wat-AIR-=I n BE" 112 MANWIP T'YP.EACW ODE STAGERED PER?IAMFACIURE SCREEN WALL KM P.T.2X4 SCREEN AND DUARS UAALL FRAMW.AT 24'Oj=� lu AREA ROOF FLAN vs z EXSITINIGS ROOF SCALE:1/4'.1'-0' 0 MAWN EXSrrw.ROOF GTRUCTLFE 671RUCTURE MMOJ=# 12= CAP FLA.9�41NG CUEWFRD=# (;*NC;URE5 AT ROOF ( 5C f F EHR AT WALL 0 SCALE-111"-V-O' SCALE,III,-11-01 ScAL.E:14"-1'-0" UZI Z:\Btock\togo-ESL lAlf POT =11TECTI; SEALANT AT U= EXTERM NTMOOR PROVIDE P DEEP&4= U. P AISOVE EDGE OF In GLO&M PLATE I�D 70&AUSE FEEL COLUM RAW" F------------ 7- W SEALANT JOINT TIM WPM LIE OF NEW D= i 6CALE:Y4* 1'-0' VERFY 60 M MECK -T- -TION LINE OF NEW V= FIRIPME CON11111W VERFY GIZE WITW MEOR ASNOW BETTIEEN cLomM FIAIE AND EXISTM --J ' COICIRM BALL 14'SEALANT JOINT WITU F fir MATE VYCM RLEMM 20 SIM aOMM FLALIE TIM Fgl�NM C%"7-M=—ON EIVXY COATINS-TYPICAL 2- EAM WX OF WALL 2' Im SEALANT e OLL .4' 4- EMTM CONCRETE UALL SEALANT TYP"ALL rimm.RED IT A. HIJECT SECTION EXTERM ELEVATION rAFE U FR LUA L L PROJECrME SCALE: P V-0" VfiLUAM SHORE MENIORIAL FOOL UPGRADES PROUBMADDITM 225 E 5M STREET PORrANGaES.WA9M KEYPIAN NOA 00111ELS, 6"LONG DMLL K"MAM AND EPDXY 3" n cP'AoN'�7 INTO EXISTING; DRAWNGREV51M ADDENDMI 3=101 I I DAI 2 REV DESCRIFOOM 3 REV DEK3wnONl DAI IT 4 REVOESCRIPTION DAY 5 REV DESCRFOON DAT cl DRAWING ISSUE ADD84XAM 1 03rami SNEETTITILE DUCI AT WALL DEFAIL WALL PATCH MAIL qFd IL wo NOA BAM, U LM OF:WXE 0 DRAWN IN EXISTING rj . TYPICAL EAC64 ELFRO.. I. ME CLIENTPROJECT. CONCRETE WALL PATCH $NO KINVIER SCALE,14"-V-0' z -WE uALL '-ATc 0 Ul am OF STRUCTURAL NOT [SLOPE GRADE AWAY FROM Y'IN 12' SLAB ON ALL SIDES ?EFERENCE NOTE WALL AND KEW BEAM.ATTACH BEAUS BELOW WITH(4)SIMPSON 2nginuity systems.. IS DG SCREWS EA.SDE AMU-1: ALIG.H U ATTACH TO S;nr(,E BEAM AS SHOWN. Z"—. 9%?MMAX� C TIONS.INSTALL A CURB PER DETAIL 4/stoo HRU-1:ALI j 3 BARS 0 18*O.QEw. TO ON OVER CMU WALL D(E)BEAM AS ATTACH CURD PER MANUF.SgonC 3'THICK LAYER OF ATION,INSTALL COMPACTED CRUSHED ROCK CURB DETAIL 4/SIOO ENOVIC& UNDISTURBED NATIVE SOL OR MATCHING DENOTES WOW FRAMED NON-BEAR44G WALLS COMPACTED SIR FILL ASSOCIATES 5 HATCHNG DENO z TE)15.5 D112 TIES CAST IN PLACE CONCRETE WALLS WAXIMORATED 6 MATCHING D TES 0 INSTALL ME AH WSHP-1 :C U-1 SLAB SECTION i5 A;f�;;�GILY BELOW WSHP-1 Scale: N.T.S. _787— V��OO INSTALL SIMPSON AU48 HANGER PER DETAIL 2/SIOO INSTALL SIMPSON HANGER PER DETAIL 3/SIOO (E)MEMBRANE ROOFING (M)At"24F-V4 AMU-1 ATTACH To CONCRETE (CONFIRM DtM. (E))r WOOD STRUCTURAL P 04.M) 1w SLAB W/MIN.(4)%ft4*TITEN q CAR DECKING (E)3 HD ANCHORS W/34"EME, (E)412 DF#2 (E)5JUNG 1: AUGM.. FRAME TO VOCID tyE�Z4-, if 3WM 24F-V5 GL8 (E)6.12 OF12 HU48 MAN=(14))Vdxj%� TITEW 0 (E)CONCRETE WALL /-'-2� BEAM CONNECTION TO CONIC. F02 1\�OO AHU-1 SLAB PLAN Scale: N.T.S. Scale: 1/4" V \'s!00 (E)MEMBRANE RO"G AT (E)Y,"WOOD STRUCTURAL PANEL (E)6.12 DF12 (E)3.CAR DECKING if;----1- - — ..I .. �"'AHU—1 SEE DETAIL 7/M6OO FOR TOUCT INSTALLATION 4 4.!DFJ2 DUCT AND LOCATION PER MECH. NA TIONS _2"*CORE ORn.L CENTERED AT I H24F PROJECT 101 f INTERSECTION OF SAWCUT LINES AN W/(14) SAWCUT LINE JXWV".. TITEN WS WILIJAM SHOItE 00 NOT (E)CMU WALL MEMORCAL POOL P P L LAN AN k S Elm, AHU-1 (E) 3111" 2- 2r SCRE .,T E., 24" UPGRADES HRU-1 3 z H <> APPROXIMATE TOP PROJECT,ADDRESS --"\ BEAM ---OF(E)WALL TILE 225 E.5.H StREET r3 CONNECTION TO CMU (E)6.12 DF#2 PORT ANGELES.WA 98362 Scale: N.T.S. 2! \Eoo/ KEY PLAN PARTIAL ROOF FRAMING PLAN Scale: 1/4' 2.2 WOOD h OTHERS) NOTE: \-(E)FINISH FLOOR RIGIO,INSULATION S- '. TTACH W/#1 'k Jr WOOD STRUCTURAL P� 0 12"' t "Dr SEE PENETRATION REINFORCEMENT DETAIL A/S1OI MEMBRANE ROOFING NOTES� 1.ATTACH UNIT To CURB PER MA,Ur. znn-m INSTRUCTIONS. r CAR DECKING 2- ,PATCHING AND DRAWtNG REVISIONS .�A=r ME OOFING PER ARCHITECTURAL I ADDENDUM) 3/281201: B CONCRETE WALL PENETRATION DETAIL AND CHANICAL PLANS 2 3 \�sl IDO Scale: N.T.S. 4 rl-'� CURB STRUCTURAL CON. DETAIL 5 IDO Scale:'N.T.S. DRAW04G[ME DATI ADDENDUM 1 03/28/2012 SHEET IFLE STRUCTURAL PLANS AND DETAILS rA z 0 IDRAWN SRI CHECKED ESL MJECT 0 12OD: CLIENT PROJECT a 13071 z sloo 0 U SHEET OF ---------- . .......... ...... .. ............ GEDIERAL NOTES 9. All balts.tiveoded rod and 1.9 hall be tight..d On installation and letight0red before closing in w up= I-ft the job. completion of Im dad?2DS Pat(snow) 10. All polts.109 Screare,and threaded red shall be provided Oth Structural steel shop&mk'P shall show 00 aeldhig with AWS A2.4 sientrore,Ali killed headn wh a the nut head Imes on the wapeI Washers Shall, Seismic ggabderd-100 ph/Ep-.'C' ...h- "ding shall be dare by AWS/WASO(Washington Association of Building Officials) n 0 Par f-B.C. ha-a mll=dimension of at Least two bolt dicanaters. certified welders and In Occandmo.with AWS 01. the minimum SI-ko,amas aid a,,.to Allf. !.weld.Shown On drosing,me 2. S-lm- loss based an plate CmstruCtlan mall con,farm to these Plans and off "in The minimum fille of more,bolts shall be Ar diameter, The thlolknes'.,The m1rim-weld In,Shall-be lim.field welding 8;�bal.hom not applicable cod and toed ar"ClInmes-including the 2009 ar�bedmwnt Shell be 7�into the concrete and-a�w =101,1'"=%.d '.ad che in" Z 4alln'01 like in R:d-ge1,,r1*I am r-- d-1 g per . g ,t.;.�,p DUCT SIZE PER MECH. Ecktion Of the International Building Code. bolt m'I be located closer than 2'from the edge of the canorate. shown.it is�t ?nginuity systems-, All bolts a canform,with ASTM Standard A-307, c..t,-t PLANS&SPECIFICATIONS Contractor to notify angin Plate washers c, resporsiblity tod,ne,the...at shop and field weWs.All partial ..nA- g' 6*Of: a"Oc theas Plane prior to cimeame g with work as""'.made tg 71-h "_h=..a,IM minm_twm.Q .1.Ir- -"Orn Of 3'1 3"x We'thick Shall be used an each bolt. P all bTi -safe Sizes M--the drawings throat thikc..Ali sold, 51 MIN. 12. AWS DIA(minim 0 kWr .Strength par SOIL NOTES All--I-ra�-bru-tpal anXI,Shall be -Oil�as Leas SMAW electrodes shall be Owed within 4 FYP. TYP. indicated an the plans w ICBO upp,._d h-of opening'i'a hermetically-wedeni certalnarw�or shale be re-chlel no X forstan, Of SqUI.Imt hldhq tramoth. ==ddr.i;:;,g then me at 0 time,�d electrodes that he.Ir 1B.Faund.then design IS based--9 Deming capacity of a'. half em wat-hall not be used. I 1 0 be as Pat per I.B.Q Table 1806.2. plah,required by the 43C Table 2364.9.1-d a ;mHLd-these All .1ding Shea Wfar r7ENOVIC& Specifics, (WP pe, 01.1..4 welding p AIZad in Strict caws,ow to a Witter,wardhg prece4we 2. AS faotfg.-.of stm,noted otherwise an plan.shall 11 AJI hwizontall wood frauniq shall bear an electrode lo' -t- hall be within the be set at leaSt 17"Into undisturbed earth c,-tilwal m lcctuw'g leconamenclotlans.Welding Procedures Shall be SlAmItted 1-J ASSOCIATES t,the own ledge, alth Wdth Or at least r C7 testing agency for review before starting foaricatim a,dracton. compacted 17,11. a 2-or=P,�'.-d by Copies at the a WPS hcll be-Sit.and-apple to.11 wckfera and the special INCORPORATED Sheaf metal con-lars as manufactured Ily Simps. , qd. 3. Any a.-W-an condition.such as eugante .a.cl, infp-t.. 1 14. All conlectiOns between"Xambers not spwific 6.died POdke 6 0, ocartified fille,shall be brought to the attmUm her L i I n,u. 1, - hall be..Ud with the m. unn nailing Specified Thylec, All eumPlate-penetralmn elds MOD be ultrasonically tested upon completion of f the engineer Pr to construction. top.2304.9.1. 411 WOOD FRAMING NO;S the cotnnectim,eaceil Plots unlees fees than or equal to J"thick hall be m,pre c ka ---------- particle t;tthl.Re�Uet.in testing may ba mass in doCardeauce,with the CONCRETE NOTES building code SM P-al of the Eangi.- LINE OF SAWCUT 1- An fn�g Shall be 08 follows unless noted otherwise an the plan 1. Conc,ete slue;be a camemenciony OwHable msr,ml,prope,,y IN CONCRETE 4!1 I to th 'N L S.d..-frP/PLws-dt..'=-.wa,tic froaning hall PrOportimed and defi,eret to the site in mod3rmIx trucks. A=Ote Dougl.IT -h. d or General b. JOIt*md raftese,Shall be Dqu bell- -4-Shall be-mendmurn Of 14'1.foundatlorns and)V at Oil .Ots far sta,_ti_S sed,apply to.11 Steel commalon. patlar� glas Fir/Lanch No.2 a, IsCatlenson SUMP should not Secured 4. Curing comPouand shall be wes.n led Otherwise ep d Oil w-Posed.,i.e.immediately after final tunneling. r-ye I Saw I:rd-and baom.Shop be Douglas Fir/Larch No.2- AD sca"Shall be I---dance Ith the M.apeclfk�vtlm.Shop 0 be 2. AN cam"t"I con,forn,to the ASTIM Standard C-150- AD t�wingv shall b?Submitted and herfewecl by the Archttect/Eagirear, d. AD wood members in�E?ritoat with concrete m WO Shall 099'got--h-I --famn t-ASYM Standard C-33. All reinforcing bar. beef be Prespen's treated HemlFw No.2 ar bettw. I -=g fabrication.All steel anchors and ties and other shall confam,to ASTM Standard A-615%folown. ad w cona'SIO and m=y"I be felt unpainted 2 .1 nd� dimentianal tagarance,for built-up mm . hall be per AWS 01.1. AII #3- - G Gr i P` 1; 1 BEVEL M9MBERS _.tM-,.d,.:.-tl ar.,u. #6 er,�ggltll'bw grade ID,..larl AD rbor S conlerruene-with lenders L4.4-�V-(TYP.) AT S S. Oriented lband h"'Cnaaa I)d I 2304. board of sa,l).lant ek and larger P leldel Shall be ASTM A706 steel. Preheat Cal bS j7 5RWjjH0L.9= a af and emall., AWS 1�92. Preheat-at required for bar.1eas#6 ryp. P=rShing and panel Index may be used I,lieu **`1h19 ta=-Shell be d1h-Rush t9.Sh- ALL STEEL SHALL CONFORM TO THE FOLLOWING! of h...g ID� h I Concr W-SHAPES with areskFng Permitted.N grace St.haus.minimum ASIM A99Z FI,-50KSI A 28-dy c far"-I'a - OR.07 THREADED be Par DiC 2;;i I... u=. 500 P and shall not contain less Cgl�APES-CHANNELS and/o,in lable"ll 4.6.1 unless noted otherwise ch P :1 Strength 0112* L-SHAPIES-ANGLES .he. than ad.of cement pwr�cubic a) Schedule yord. A TM A36:F-,36I(Sf ROD ANCHORS�4h'EkIB- H -SQUARE OR RECTANGULAR STRUCTURAL TUBE ASIMI A5DO GR DE 9 W�SETXP EPDXY GROUT(TYP.) '-',,led 4. STEEL PIPE 'A KS 3,TYF E C dR Fry weather.and ASTM A52 'y.. dards. All bec9 Shall Comets .ad"' .'s"" a".- .1". -d to S AND BARS ASTM ASS.Fy.36KSI 3. r st .an V tf.oried.d In h STEEL PLATE ....... ------- a AS Other mtI..1 loncets walk ,�-d=Ir.11 w an AfTC identificationnmork pan bearn. 28-do ASIM A36.Fy-36KS 8 a ;�=s�%:Sre th 1 3000 psi and shcfi we MATERIAL CALLED OUT ON PLANS AS(A3r a AS 0.4-Fir f e� cubic yard.C.-t. hall ASTM P15 GRADE 36.Fy-36KS t P: �.Il b otion 24fX1b than r ANCHOR 240 psi. Combe,Shall be a all-.pl�.2100 psi.F, -trained.Tatud cir contaht C. also be air COMMON TS/ROOS 54 emancent by-ciume)-Inall-all,be Is.than ASTM A307 5%or more than 73L ALL OTHER STEEL UNLESS NOTED OTHERWISE ASTM A.16,FY-36 KS 4. Parallel Strand lumber(PSL) hall be manufactured under 0 caS eppromel by the National Research Same.Each 5. n.dimensions&1-Inf-1-9 is indleated-plan.dim-lon. NOIES- pf=op bear t, we.1 Sir igh,kangth.of bour onft The bent Section of bar ig not NONSTRUC7URAI �.grace.the d! Plant number.1 th: .1 stoma.noting the....an I m-uf,t-'t in I-9th indicated or;Plans. 1.THIS DETAJL 15 GENERAL IN MATURE.ACTUAL SIZE AND LOCATION OF THE FRAME WILL BE DICTATED By THE RECURRED SIZE OF DUCTING FROM THE General R irannenl,'All mas"anshuct-I cOmPenents she"be POsitimy attached to the MECHANICAL PLANS AND SPECIFICATIONS. -.h board number.old the quality central agency. 6. A Standard hook is defined a,a 90'blind plus freight length tru-t-Tf.hdt Design is based�lumber Ano 7Zmlfactured by the 7me-Joist of bar equal to t2 bw�dimst =, .M F'O - ."�A is t` A Ano cables,guys.stay% Attachment A-A�'Et 290 psi. A t NUMBERS OF ANCHORS VALL BE DICTATED By SIZE ACTUAL SIZE OF FRAME. 'I F, I:=t"Slare intIe:-wl�manl�1' P""a a 2. at. "tcr 7. to concrete mey be made by min.We Sh"FStrarl;Bait. 12)V embedment h'O anchor as C Mt P may bp. bjct to review and SPU'"In continuous reinforcement Shall top as noted an the Pima ANCHORS ARE TO HAVE A CENTER-TO-CEMTER SPACING OF 6-AND TO BE NO Opp...I Of it.enghnswar. as fall-. bait.amiXadchid Zh'Into-.atS,with Smaeon SET-XP Pa. �.L Final ottachnnerit may be CLOSER THAN 5'FROM THE CORNER OF THE SAWDUT. Grade 40 einfor, un a. cing bwee Minimum of 32 ba,diameters made to"Is-ad framing by h' -0---a embedded. Iy.`r Into the CaurYing member. cCW.m.-10.1. co, Co. Glad-60 r-Infarcing bar. Minimum of 48 bar dism.tere; 3.SPECIAL INSPECTION IS REQUIRED FOR EPDXY ANCHORS. ne .Id-.areas. I.Mechmlcd Compaune,ts: Each aiece Shea!bear a Stoma 8. Unless shown otherwise.the minimum conc,e C�cm,(a reinforcing a.NVAC ducteark Shall meet the requirements of Section 13.6.7 of ASCE ;rd , I - --ng no- (a 2 far 7 pan number of the mm.fqct.,:7%.grd.lfth. stallb.3 dead directly against earth and Oil other -05 RATION REINFORCEMENT DETAIL Oti-rad 1--h board n n=PI /74�, PENET .g Imber.and the quality _td locatims,U Specified-the plan.. -b,Piping systems Shall meet the requirements of Sectim 13.6.8 of ASCE R. enc), 7-0 9. Crack cv,trai joints mail be p!aced In Oil adcbs 0mr 200 S.I.and Saba'Shah meet Me requirements!Lf Section 13.6.9 of ASCE 7-05 ama \,S!10�1 Scale: N.T.S. WA Design is based on lumber manufactured a T -J.1.t shall be apaced a maim,m a, S,each direction.Control joint. 2.Any;dI dersigiftedin accordance with A E SPVC v" " d Fv!yZS5 P.- layout mas be-square annoonents found to Miss the scope Of these sactims If ASCE C'P-'* AQ-.t.m--%f 2r;1 2rl ar=Subject to review and by means of'Zip Strips'.%practicable.Central joints hall b -ads 7-05 as d:"b, pprcma by the anginear. �13,formed joints or other InZsby haVe onh-ge y the Egh-. =trhdSe:;!4;dS�SO'Cut'shaft be cut to a depth equal to Y the placement In d Shall be cut Of ClearCeirmately 4 hours after ASEREMATIONSi Q, rmba�camuratars called Out by letters and numbers _weather and 12 hours after pl-ant In cold 436580 n=be Son Strmg Tie Cannapta� provide the weather. CST I as Sim ber and Pairs of fast---Specified by the 'a r AL Use MAX nailing par POST INSTALLED ANCHOR NOTES: -fact.- -dth AiT. Saal-t`l U and Material. L4.4.h"ANGLE PAINT ALL STEEL SURFACES '-f-tu's'far IRON FRAME otherwise an �-`O`%unless Specifically..led AWS American Welding Society INCLUDING FINISHED NUTS.WASHERS ar IRON FOAME4 IN' an plan&of arS connector ,,,w a�...t t 1.Adbelixt 60,11nals: Anchoring dhSW.Shall be a taul-comp, psi PWffds Par Square foot AND YAUIDE Ep -half the.0.or bolts enroll be plorc::In -Ofift aPa.ybwd wst-Supplied in m ce and amenrt high f. Foot PFSIIIIEUR�=OALTE T.M.AOT Y the Ord cortridg. pq M I. �TIDCH PLANS '=nbe, In load members shalln1a,m to and d1spersed t=gh.1ditic-mi.i.9 Yl.d S PROVIDE MIN.I'THI W/ARCHITECTLRAL PROJEO MLE each AS bolts ufal.t. S at Squary ASTIM A301, Allemot'101-1 h=and Other hardware ry S OF I X SS -O.Ae-.PPIId by man focturvr. SMAW AD CK tifuted Th--dh-l-an a,.101 ham,been tested and w " Met BEAD OF SET-XP asked for pefamneruce HVAC C _I may be We- and-..ked-t.W I -tt=t`t==2.Condition,., EPDXY PIN CONCRETE WILLIAM SHORE ,CC daprod for equal a,greater 1.it ,:!,tth they- 'S"EF�*d CC-ES AC3OB.Aaashe shaff be ASCE hang and=harder- ..as conbe, y- All joist -XP EP.-y-17. drealve from Sm, Anerl.-Society Of CrVII Engineers !-S=;Jlla� OPnPgved equat ASME American SOci0tY If Mechanical Engineers MEMORIAL POOL mornia-I ad.All ble In size with Irstall per man.factur.'.--dat INS14C RE -111folip=Grf1h Pr:-treated (E) ExelbIg Jr. 193 GR 87 wood Seoul be ZMAX.Pa., ,at am I. AN OR SOLIS UPGRADES far I.EPDXY d.or SST300 00.C.E.W. On Steel Use Only-termless Steel fasteners with W/SET-XP EPDXY On tter Each Way I .I Steel cor".1t Eavenslarc Wedge MChM Shod be an Iniperial-sleed Meet th ded GLEI STANDARD NUT Cl.-Elecam AND �dSpcw`,1.p"Y -Iled able with OnDfnt:1�1 el. and I,,thres-1-9--ted ap IP. OF Dwgloa Fir ROD FLUSH AND Gas AND WASHER.CUT Sim clip CMU C.-,-t.Masonry Unit GRIND AFTER recommandix!far treated wood Shall h-Va two-nn-ttimil amb-tate par gagment oral b Pon MANUF. M-uhre4we, FINAL TIGHTENING 'Stainless at"I iled The stud sh fasteows w th ZMAX a =t.Pr:L moi*`C' -mact- car an steel and the ex PROJECT ADDRESS with an ACO retentianlue of 0�60 0,higher. In, 16 M ;,anufactuved I m Stainless steel.Th@ am,p,w,cD u,,ee been tested Mechanic 225 .STH STREET d 7. PRESSURE TREATED WGDO�. I qualified far Parimmence,h,c,ackedi 355.2 and ARECCH, Acitec,urcd PORET ANGELES.WA 98362 All wood shall be treated with AGO mlwa�appromd by CC-IES AC19-1-A,ch.S d.0 be strang-�Tto'_td*W-Ada-fr-Sirnp- TYP. Enginew,Pressure treated woo called Out an plans shall . Ts.parties ham 36(r contact and ti- GR Typical N�INSIDE FACE OF d SO,- per Arch "' with the bead,material and EMS. WALL cor,tome to AXA Standard Ul-10 ith DresertIe retention ShdI an'atIuir.=led W.far aid,.,..f.,. h..be KEY PLAN far U:forlasi-9-AfOlicetiones as fdl.- AIR An Threaded Rod UC3B Abow ground(0.25) manufactured from"ban Steel,-d end head bwatd.Anebors,Shall be MIN Min'-um b.UC4A In-led With ground(0.40) zim Doted in accondmce witi,ASTU 8633 or mechanically geomelized in DIM: Dimension occardance :fASTWI 61590,The ancraw shall ham been tested and SIR. St-t-I UC4B Embedded I.ground or--te(0.60) qualified for; armance in MOked concrete per Act 355.2 and]CCES AC193.Anchm we not to be naused after foltia Installer—Sorsn, REINFORCEMENT SECTION S. Holes far bolt.Mail be the bolt diameter Ph, b --h-shal be 71ten HD.hpis ham Sm,St,_g-r.Indan Par manuiccturses Meammenciatiors. Scale: N.T.S. DRAWING REVTDOt& I ADDENDUM I 3n8/2DI: 2 3 4 5 DRAWING ISSUE DATI ADDENDUM 1 03/281201,1 SHEET YULE STRUCTURAL NOTES AND DETAILS in z 0 DRAWN SRI r- CHECKED U BSt PROJECT a 1200; CUE141 PROJECT 4 13071 SHEET NUMBER z 0 S1 01 U SHEET OF r�R(f '7� STAT 7, STATE OF WASHINGTON DEPARTMENT OF HEALTH NVIRONMENTAL HEALTH, SAFETY AND TOXICOLOGY nD LUL' 5 2013 ]D CITY OF PORT ANGELES L COMMUIMTY& C'ElELOPMENT Port Angeles, WA 98362 SUBJECT: WATER RECREATION FACILITY CONSTRUCTION PLAN APPROVAL FOR VENTILATION SYSTEM UPGRADES TO CHEMICAL CONTROL INCLUDING DISINFECTION,AND CLIMBING WALL INSTALLATION AT WILLIAM SHORE MEMORIAL POOL DISTRICT,SAME AS ABOVE ,CLALLAM COUNTY, STATE OF WASHINGTON Dear Mr. Burke: The plans and specifications for Project# 201.3022, for the construction of I Existing Pool(s),received in this office between June 05, 2013 and June 14, 2013, have been reviewed and, in accordance with the provisions of WAC 246-260 and WAC 246-262, are hereby APPROVED. As required in WAC 246-260-021 (6)and WAC 246-262-030(5), upon completion of the construction and prior to use,the owner shall: a- -Submit a construction report from the engineer or architect to the Clallarn Health District and Department of Health (a copy of the form to be completed is enclosed). b. Contact the Clallam Health District at least five working days before intended use of the facility. C. Obtain an operating permit through the Clallam Health District. They will require proof of insurance as established by RCW 70.90.230 in,accordance with the rules established in WAC 246-M2-140 prior to issuance of an operating permit. A copy of this section is enclosed for your preparation. This letter serves as a CONSTRUCTION PERMIT under the requirements of WAC'246-260-021 and WAC 246-262-030 and RCW 70.90.160. WAC 246-260-021 (7) provides that this permit shall be valid for a period of eighteen months. Renewals may be granted by the department for a period of one year. It is the owner's responsibility to apply for a renewal. If you have any questions I can be reached at(360)236-3073 or gary.fraser@doh.wa.gov. S* ly, CA Gary Fraser WaterRecreation Program Enclosures c: Port Angeles Building Department Clallam County Health Department Enginuity Systems Abacus Resource Management STAT 89 STATE OF WASHINGTON DEPARTMENT OF HEALTH OFFICE OF ENVIRONMENTAL HEALTH.SAFETY AND TOXICOLOGY rL- (r-,) L j s July 11, 2013 JUL 1,5 2013 ]D Steve Burke CITY OF PORT ANGELES 225 East 5"' Street COW,1UNITY CIEJELOPKIENT Port Angeles, WA 98362 SUBJECT: WATER RECREATION FACILITY CONSTRUCTION PLAN APPROVAL FOR VENTILATION SYSTEM UPGRADES TO CHEMICAL CONTROL INCLUDING DISINFECTION,AND CLIMBING WALL INSTALLATION AT WILLIAM SHORE MEMORIAL POOL DISTRICT,SAME AS ABOVE ,CLALLAM COUNTY, STATE OF WASHINGTON Dear Mr. Burke: The plans and specifications for Project# 2013022, for the construction of I Existing Pool(s), received in this office between June 05, 2013 and June 14, 2013, have been reviewed and, in accordance with the provisions of WAC 246-260 and WAC 246-262, are hereby APPROVED. As required in WAC 246-260-021 (6)and WAC 246-262-030(5), upon completion of the construction and prior to use,the owner shall: a. Submit a construction report from the engineer or architect to the Clallarn Health District and Department of Health (a copy of the form to be completed is enclosed). b. Contact the Clallarn Health District at least five working days before intended use of the facility. C. Obtain an operating permit through the Clallarn Health District. They will require proof of insurance as established by RCW 70.90.230 in,accordance with the rules established in WAC 246-262-140 prior to issuance of an operating permit.A copy of this section is enclosed for your preparation. This letter serves as a CONSTRUCTION PERMIT under the requirements of WAC 246-260-021 and WAC 246-262-030 and RCW 70.90.160. WAC 246-260-021 (7) provides that this permit shall be valid for a period of eighteen months. Renewals may be granted by the department for a period of one year. It is the owner's responsibility to apply for a renewal. If you have any questions I can be reached at(360)236-3073 or gary.fraser@doh.wa.gov. S, ly, Gary Fr�aaser WaterRecreation Program Enclosures c: Port Angeles Building Department Clallarn County Health Department Enginuity Systems Abacus Resource Management STAT 8,3 STATE OF WASHINGTON DEPARTMENT OF HEALTH OFFICE OF ENVIRONMENTAL HEALTH, SAFETY AND TOXICOLOGY June 6,2013 F1 D I U U, JUN 3 2013 Jesse Barksdale L__ I CITY OF PORT ANGELES 11 ."rj Enginuity Systems LLC 20"U:11—Iv?, c' DF/ELQPt,',ENT 0- 732 Broadway Suite 102 Tacoma, Washington 98402-3702 SUBJECT: PLANS AND'SPECIFICATIONS FOR PROPOSED RENOVATION AND IMPROVEMENTS FOR WILLIAM SHORE MEMORIAL POOL DISTRICT NATATORIUM, VENTILATION SYSTEM, UPGRADES TO CHEMICAL CONTROL INCLUDING DISINFECTION, AND CLIMBING WALL INSTALLATION AT 225 E. 5 TH STREET,PORT ANGELES, CLALLAM COUNTY Dear Mr. Barksdale: Some comments and,questions will need answered prior to continuing with this review: HVAC improvements:- 1. Is the existing recirculation piping for the 14VAC system remaining or are changes proposed? If changes are proposed,please send information on the location of the pipe dimensions, locations and flows for returns and exhaust. 2. Is the air pressure in the natatorium at a lower air pressure than the surrounding locker rooms to promote air circulation patterns that keep chemical vapors within the natatorium? 3. It is noted that the pool heating is provided with a single-wall titanium plate heat exchanger. Are there hazardous chemicals being us�d,to treat.the.boiler water that could pose a risk for bathers if the h eat exchanger leaks between the pool water and the heat exchange water? This is not in our code requirements, but it does pose a concern if there are hazardous chemicals. Mechanical room piping,chemical controller and disinfection details: I. Please provide a general piping schematic of the recirculation system lines being replaced in the mechanical room. Please note the placement of the different components including valves, pressure gauges, chemical controller sensor placement, Ultraviolet light unit placement, both disinfection feeder injection points and pH control feeder injection points. 2. Provide the model number of the proposed TMI Salt Synergy system and evidence that it is NSF 50 listed. In reviewing data from a current listing from NSF, I didn't find the models provided as being listed. Perhaps another testing company is providing the listing, but nothing is offered in the submittal. 3. Include details on which disinfection unit(TMI Salt Synergy and PULSAR hypo chlorinator)will be the primary feed and what will bring on the other feeder unit. Starting Blocks: Please provide information on the pool depth where the starting blocks are being installed. Please understand that-ifwstarting-biocks tare-installed in water depth less than nine feet,they must be removed�er---��,�_, covered with protective equipment unless used by competitive swimmers trained in proper use of the starting blocks. Ker Splash,Everlast Climbing Wall: I. We do need plans noting the placement of the climbing wall at the pool. Provide the details of the climbing wall in relation to surrounding pool walls, diving boards, rope areas separating the diving well from the shallow portion of the pool. 2. Provide information on how patrons will be stationed when the climbing wall is in use, including persons climbing, person's wanting to enter the pool to start to climb, and persons who have dropped from the climbing feature, noting their exit path. These conditions are needed to help prevent people from being !nJ0,,rJ 3. Provide information of cross sectional views of the pool walls where the climbing wall is located. Include any details on the wall dimensions, noting the depth and any angles between the pool wall and pool floor in this area. 4. Our rules relating to water features in WAC 246-262 were written in 1987 and have not been revised other than minor changes for the Federal Pool and Spa Safety Act(VGB suction outlets). There is a provision in the rule for working with design, construction and operation of facilities that aren't addressed in the rule through either WAC 246-262-070(l 1)or WAC 246-262-170(innovations—substitutions). The engineer can provide justification for new products through these rules for our consideration. The only products addressed in the rule that approach issues related to the climbing wall relate to either diving boards or platforms or drop slides. Looking at a requirement for a platform at 3 meters will require a minimum plummet depth of approximately I I feet 10"(3.6 meters). A 5 meter platform will require a minimum plummet depth of 12 feet 6"(3.8 meters). As the rules haven't been revised since 1987, climbing walls were not a feature that was considered when the rule was developed. 5. In conversation with Steve Burke from William-Shore Memorial Pool District,there was indication that the climbing wall was going to be a 16' panel height(water level to top of panel). The specifications we have for the submittal are for.a 12' panel height(water level to top of panel). Our requirements in WAC 246-262 regarding diving platforms or drop slides, will limit the depth for heights over the pool. If a' lesser maximum pool depth is requested for consideration, then suitable justification is needed from the design engineer to demonstrate that the use of the climbing walls can be used at a lesser depth. Of course we will be looking at the other parameters of the FINA standard as well when the plans for this are submitted. These constitute the items for which additional information is need prior to proceeding further with the review. Sincerely, 0J\- Gary Fraser Water Recreation Program Cc: City of Port Angeles Building Department Clallam County Health Steve Burke(William Shore) Mark Kinzer(Abacus)