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1502 E Lauridsen Blvd Bldgs N,G,H,P - Gym etc. - Building
Electrical Permit 1502 E Lauridsen Blvd Bld P 12 - 1643 ELECTRICAL PERMIT , CITY OF PORT ANGELES 360-417-4735 Application Number . . . . . 12-00001643 Date 12/18/12 Application pin number . . . 864030 Property Address . . . . . . 1502 BLDG P E LAURIDSEN BLVD ASSESSOR PARCEL NUMBER: 06-30-14-2-1-0000-0000- REPORT SALES TAX Application type description ELECTRICAL ONLY on your excise tax form SubProperty Name . . . . . to the City of Port Angeles Pro ert Use Property Zoning . . . . . . . UNKNOWN (Location Code 0502) Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc T-stat ---------------------------------------------------------------------------- Owner Contractor ------------------------ ----L------------------- WA PENINSULA COLLEGE OWNER 1502 E LAURIDSEN BLVD PORT ANGELES WA 98362 - (360) 417-6553 ------------------------------------------------------------------ 1 Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . . ^` Permit Fee . . . . 56.00 Plan Check Fee .00 ,V Issue Date . . . . 12/18/12 Valuation . . . . 0 Expiration Date 6/16/13 Qty Unit Charge Per Extension 1.00 56.0000 ECH EL-LVT-THERMOSTAT 56.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- '---------- ---------- Permit Fee Total 56.00 56.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 56.00 56.00 .00 .00 !Vn V " INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH-IN FINAL COMMENTS: PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:\EXCHANGE\BUILDING CITY OF PORT ANGELES PERMIT APPLICATION. --- Building Division/Electrical Inspections 321 East Fifth Street—P.O.Box 1150/Port Angeles Washington,98362 Ph: (360)417-4735 Fax: (360)417-4711 k-._o,; Date:ia/f$f v,'Multi-Family or Commercial* *Plan Review May Be Required, Please Complete Electrical Plan Review Information,�heet 1•� Job Address: Pen 7 0� C'o l le . )50a 6. �a vri (,J. fort .k Q4, IT3(c-), Building Square Footage: - 1.4 Description of above L&)` (d. _ 1 ko— Rc lace 4-herino I- ,4- fiLia 5cc: W"'Oved AVr; m Owner IrAormation Contractor Information Name: n i n 5j l n eo 1Ieg, Name: "ja ry)-e- co Ove Mailin Address: 15oa E Mailing Address: City: V014 _State: LDi^+ Zip: 19S-Z(vz City: State: Zip: Phone 4117- 5Fax:3(om-'Yl7- (c 2 19 Phone: Fax: License#/Exp. License#/Exp. Item Unit Charge (qty Total(Qty Multiplied by Unit Charge Service/Feeder 200 Amp. $132.00 $ Service/Feeder 201-400 Amp. $160.00 $ Service/Feeder 401-600 Amp $225.00 $ Service/Feeder 601-1000 Amp. $288.00 $ Service/Feeder over 1000 Amp. $410.00 $ Branch Circuit W/Service Feeder $ 5.00 $ Branch Circuit W/O Service Feeder $ 74.00 $ Each Additional Branch Circuit $ 5.00 $ Branch Circuits 1-4 $ 86;00 $ Temp.Service/Feeder 200 Amp. $102.00 $ Temp.Service/Feeder 201400 Amp. $121.00 $ Temp.Service/Feeder 401-600 Amp. $164.00 $ Temp.Service/Feeder 601-1000 Amp. $185.00 $ Portal to Portal Hourly $ 96.00 $ Sign/Outline Lighting $. 88.00 $ Signal Circuit/Limited Energy-Multi-Family $ 64.00 $ Signal Circuit/Limited Energy/First 1500 sf-Commercial $ 96.00 $ Note: $5.00 for each additional 1500 sf Renewable Electrical Energy-5KVA System or Less $113.00 $ Thermostat $ 56.00 �_ $_5%,e0 Note:$5.00 for each additional T-Stat $ 5y.iD Total Owner as defined by RCW.19.28.261:(1)Owner will occupy the structure for two years after this electrical permit is finalized.(2)Owner is required to hire an electrical contractor if above said property.is for sale,rent or lease. Permit expires after six months of last inspection. After reading the above statement,I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws,N.E.C.,RCW.Chapter 19.28,WAC.Chapter 296-4613,The City of Port Angeles Municipal Code,and Utility Specifications and PAMC 14.05.050 regarding Electrical Perr it Applications. Signature of owner,electrical contractor or electrical administrator: ❑ Cash Check Credit Card# X .SuR, Dated: t�/I$I 1"oL- 0110112012 (y r to Q coa(4-M,J Y Electrical Permit 1502 E Lauridsen Blvd Bld P 12 - 1146 ELECTRICAL PERMIT Q'TY OF PORT ANGELES �- 360-417-4735 Application Number . . . . . 12-00001146 Date 9/05/12 Application pin number . . . 984148 Property Address . . . . . 1502 BLDG P E LAURIDSEN BLVD REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-14-2-1-0000-0000- on your excise tax form Application type description ELECTRICAL ONLY Subdivision Name . . . . . . to the City of Port Angeles Property Use . . . . . . . . (Location Code 0502) Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 600 amp service / feeders and circuits ---------------------------------------------------------------------------- Owner Contractor l__ WA PENINSULA COLLEGE NORTH PENINSULA ELECTRIC �^ 1502 E LAURIDSEN BLVD 761 FRESHWATER PARK RD PORT ANGELES WA 98362 PORT ANGELES WA 98363 v (360) 417-6553 (360) 477-1764 ---g2�-9$0C - ----- -- Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . . Permit Fee . . . . 679.00 Plan Check Fee .00 Issue Date . . . . 9/05/12 Valuation . . . . 0 Expiration Date . . 3/04/13 Qty Unit Charge Per Extension 6.00 5.0000 ECH EL-BRANCH CIRCUIT W/FEEDER 30.00 2.00 132.0000 ECH EL-COM 0-200 SRV FEEDER 264.00 1.00 160.0000 ECH EL-COM 201-400 SRV FEEDER 160.00 1.00 225.0000 ECH EL-COM 401-600 SRV FEEDER 225.00 ------------------------------------------------------------------------- Fee summary Charged Paid Credited - Due O ----------------- ---------- Permit Fee Total 679.00 679.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 679.00 679.00 .00 .00 C c� INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE v ROUGH-IN (-2— (� FINAL 1.2 AW COMMENTS: PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:\EXCHANGE\BUILDING 2012-09-04 12:44 NORTH PENINSULA ELEC 3609289409 >> 360 417 4711 P 1/1 bu U l,� CITY OF PORT ANGELES PERMiT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street-P.O.Box 1150/Port Angeles Washington,98362 ELECTR(�q[ Ph:(360)417-4735 Fax: (360)417-4711 1NSPPCTlOti1 Date: - ` Muld-Family or Commercial* S `Plan Review W Required,please Ct>"*te EIK 1C Plan Riptiew In on Sheet Job Address: L 1.7-- _ L C1 4 J c3 1 E�1 l L� , _ ! 1�J ► I Budding Square Footage: Description of above \ C %- Owner Info atlon Contractor Infmoo atlo Nerve: Ct y Ne : A — .:'L.1 r i Mailing Mailing rr Cl ly State_/L�gyp: Chy: Siete: a : 3 Phare:`-� _S ZZAax: Phone ®c C% License 4 I Exp. Uomm 4/EV, Y\ Unk CherugT M I II b K Charae Servioe/Feeder200Amp. $13200 ServioelFaeder 201400 Amp. $180.00 $ ServioelFeeder 401-6W Amp $225.00 _^ $ C1G Service/Feeder 601.1000 Amp. $288,00 $ Servloe/Feeder over 1000 Amp. $410.00 $ Branch Circuit WI Service Feeder $ 5.00 Branch Circuit W/0 Service Feeder $ 74.00 $ Each Additional Branch Circuit $ 5.00 $ Branch Circuits 14 $ 86.00 $ Temp.Service/Feeder 200 Amp. $10200 $ Temp.Service/Feeder 201-400 Ar p. $121.00 $ Temp.Service/Feeder 401.6W Amp, $164.00 $ Temp.Servioe/Feeder 801-1000 Amp. $185.00 $ Portal to Portal Hourly $ 96,00 $ Sign/Oudine Ughling $ 88.00 $ Signal Circuit/Umited Energy-MultkFamily $ 64.00 $ Signal Circuit/Limited Energy/Frs11500 sf-Commercial $ 96.00 $ Note: $5.00 for each additional 1500 sf Renewable Electrical Energy-5tNA System or Less $113.00 $ Thermostat $ 56.00. $ Note:$5.00 for each additional T-Stat UP TOtal Owner as defined by RCW.19.28.261:(1)Owner will occupy the strucxure for two years after this electrical permit is finalized,(2)Owner Is required to hire an electrical contractor If above said property is for sale,rent or lease.Permit expires atter six months of last inspection. After reading the above statement I hereby Certify that I am the owner of the above named property or a licensed electrical contractor.I am making the electrical installation or alteration In compliance with the elecilical laws,N.E.C,,RCW.Chapter 19,28,WAC.Chapter 296.46B,The City of Port Angeles Municipal Code,and Utility Specifications and PAMC 14,05.050 regarding Bectrical Permit Applications. Signature of owner,electrical contractor or electrical adminletrator: O Cwh 0 Cheer ,e5'Craft Cwd• CA r � � U—. � Cv�J Dated: L� - �� — 1 0110113012 Electrical Permit 1502 E Lauridsen Blvd - N 12 - 1066 a- ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 6� Application Number . . . . . 12-00001066 Date 8/17/12 Application pin number . . . 620714 Property Address . . . . . . 1502 BLDG N E LAURIDSEN BLVD GYM REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-14-2-1-0000-0000- on your excise tax form Application type description ELECTRICAL ONLY Subdivision Name . . . . . . to the City of Port Angeles Property Use . . . . . . . . (Location Code 0502) Property Zoning . . . . . . . PUBLIC BUILDINGS & PARKS Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc New service circuits. New gym - =----------- -------------------------------------------—-------- Owner Contractor WA PENINSULA COLLEGE SHAMP ELECTRICAL CONTRACTING 1502 E LAURIDSEN BLVD PO BOX 383 PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 417-6553 (360) 452-1689 ------------------- Permit . . . . ELECTRICAL NEW COMMERICAL Additional desc Permit Fee . . . . 517.00 Plan Check Fee .00 Issue Date 8/17/12 Valuation . . . . 0 Expiration Date 2/13/13 Qty Unit Charge Per Extension 45.00 5.0000 ECH EL-BRANCH CIRCUIT W/FEEDER 225.00 1.00 132.0000 ECH EL-COM 0-200 SRV FEEDER 132.00 1.00 160.0000 ECH EL-COM 201-400. SRV FEEDER 160.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 517.00 517.00 .00 i 00 Plan Check Total .00 .00 .00 .00 Grand Total 517.00 517.00 .00 ;00 C� V INSPECTION TYPE DATE: RESULTS; INSPECTOR: DITCH 1-1 t.17-- 407 SERVICE i b ROUGH-IN 16 1 Z CW FINAL L:72/I COMMENTS: PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or.Electrical Contractor X '"� `� Date: G:\EXCHANGE\BIJILDING oFPORr,4*,0 ELECTRICAL INSPECTION WIRING REPORT r� H KS& 417-4735 DATE PERMIT# INSPECTOR k2 I !Z= !I`4——L OWNER/CONTRACTOR C ADDRESS 6-0 Z flu 4L.l � 1:2 �— APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . ❑ )19,'pptVZ.:n pV..r. . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ CORRECTIONS NEEDED: rL- NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OLYMPIC PRINTERS,INC.(360)452-1381 OFpOR74 4, �'F ELECTRICAL INSPECTION -� WIRING REPORT RKS .s�''� 417-4735 DATE PERMIT# LNS PECTOR tl In OWNER/CONTRACTOR ADDRESS 0 r2G w� APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . CORRECTIONS NEEDED: NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OLYMPIC PRINTERS,INC.(360)452-1381 o.1pORTgELECTRICAL INSPECTION WIRING REPORT KS 417-4735 AR6 DATE: PERMIT# I INSPECTO kb b-7, Z,-lOCsb OWNER GL CONTRACTOR 15 rl ADDRESS l 'Z 05— LA a_ 4- L✓l APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . ❑ - ❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ CORRECTIONS NEEDED: A:rl V! LIL aR I.L La v�fZ Rdy�D l9rel-EY17- Gam) hd F/6m4IV :PQ 12 =t-lTV 8a Li s (L4 ROMs) z) oy'nnil– 91" U I rZED -81? Coo L-t q c- j;; A U ?o t4 rDafi his-L. 2m" NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — ,*°°RTA" ELECTRICAL INSPECTION ��! N WIRING REPORT KS 6& 417-4735 R DATE: PERMIT# INSPE OR OWNCR CONTRACTOR ADDRESS /6-0 2 .6c APPROVED NOT APPROVED ❑ . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ A. . . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑ p' .. . . . . . SERVICE . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ CORRECTIONS NEEDED: &45,em"Tl T NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — 0 F11ORT44,C� ELECTRICAL INSPECTION WIRING REPORT G` r RKS 417-4735 DATE: PERMIT# SPECT Z,joU, OWN CONTRACTOR C- ADDRESS APPROVED NOT APPROVED .. . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . ... . . .. . . ❑ ❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . ❑ ❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . . ❑ CORRECTIONS NEEDED: t o Wo-14 C_ r NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - 08/16/2012 13:51 FAX [t 001/001 W11 ul;C V uEV v t AUG I G 2012- CITY 01 CITY OF PORT ANGELES PERMIT APPLICA110N ELECTRICAL Building Division/Electrical Inspections INSPECTIONS 321 East Fifth Street—P.O. Box 1150/Port Angeles Washington,98362 = Ph: (360)417-4735 Fax: (360) 417-4711 Date —Multi•Familyr Commercial Plan Review� � qui ;PI ase Complete c rical PI v'ew information Sheet�c9 Job Address I l Building Square Footag . Description or above _ Owner Inat- Contra nfor 1W,"? ' n Name. Name: 2f j0q_ Mailingd�/r S Marling ass: City:_ /• Srala Zip, City: Stale. Zip• Phone. ��Fex. Phone ,Fax: License#I p 1 License !Exp. Item Vnit Charcle Total(Qty Multiplied by Unit Charge) Service/Feeder 200 Amp, $132 00 $ ,A�— Service/Feeder 201.400 Amp. $160,00 $ ' Service/Feeder 401.600 Amp $225.00 $ Service/Feeder601-1000 Amp $268.00 $ Service/Feeder over 1000 Amp S 410,00 $ Branch Circuit W/Service Feeder $ 5.00 $ Branch Circuit W/O Service Feeder $ 74.00 $ Each Additional Branch Circuit $ .5.00 $ Branch Circuits 1-4 $ 86,00 $ Temp.Service!Feeder 200 Amp, $102.00 $ Temp,ServicelFeeder 201.400 Amp. $12100 $_ Temp.Service/Feeder 401.600 Amp $16400 $ Temp Service/Feeder 601.1000 Amp $18500 $ Portal to Portal Hourly $ 9600 $ SignlOulline Lighting $ 8600 $ Signal Circuit/Limited Energy-MuIG-Family $ 64.00 $ Signal Circuit/Limited Energy/First 1500 sf-Commercial $ 9600 $ Note: $5.00 for each additional 1500 sf Renewable Electrical Energy-SKVA System or Less $113.00 $ Thermostat $ 56.00 S Note:$5.00 for each additional T-Sial � /} t/�fU Total Owner as defined by RCW.19-�8,261:(1 f Owner will occupy the structure for two years after tf s electrical permit is finalized,(2)Owner is required to hire an electrical contractor if above said property is for sale,rent or lease.Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor, I am making the electric installation or alteration in compliance with the electrical laws,N.E.C.,RCW.Chapter 19,28,WAC,Chapter 296-468,The City of Port Angeles fV n cipal Code,and Utlli Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. 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REQ COMM: ELI? 460-3988. ELECTRICAL SCHEDULED FOR AM INSPECTION. RES COMM: September 7, 2012 4:55:39 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BL3 0002 BLDG FRAMING 9/19/12 APPROVED PB REQ COMM: September 19, 2012 8:39:54 AM pbarthol. REQ COMM: Kyle 461-0043 RES COMM: September 19, 2012 3:58:29 PM pbarthol. RES COMM: building P and A Framing for wall and door opening. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BLTB 0001 BLDG T-BAR 10/01/12 APPROVED JLL REQ COMM: October 1, 2012 9:10:33 AM pbarthol. REQ COMM: Kyle 460-0043 RES COMM: October 1, 2012 4:07:33 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BL99 0001 BLDG FINAL 12/07/12 DISAPPROVED JLL REQ COMM: December 7, 2012 8:16:33 AM pbarthol. REQ COMM: Kyle 461-0043 REQ COMM: Call 1st. He'll meet you there RES COMM: December 7, 2012 3:10:47 PM jlierly. RES COMM: Bldg "A" is ok to occupy.. Bld "P" is not complete RES COMM: electrical final Regd. . . No need to reinspect only elect RES COMM: needs to be verified/jll 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL 131,99 0002 BLDG FINAL 12/26/12 APPROVED JLL REQ COMM: December 26, 2012 9:07:04 AM pbarthol. RES COMM: December 26, 2012 9:07:39 AM pbarthol. RES COMM: ok to final after electrical final per Jim. 000 000 ME 00 MECHANICAL PERMIT ME99 0001 MECHANICAL FINAL 12/07/12 APPROVED JLL REQ COMM: December 7, 2012 8:17:19 AM pbarthol. REQ COMM: Kyle 4610043 REQ COMM: . Call 1st. He'll meet you there. RES COMM: December 7, 2012 3:10:26 PM jlierly. 000 000 PL 00 PLUMBING PERMIT PL99 0001 PLUMBING FINAL 12/07/12 APPROVED JLL REQ COMM: December 7, 2012 8:18:04 AM pbarthol. REQ COMM: Kyle 4610043 REQ COMM: Call 1st. He'll meet you there. RES COMM: December 7, 2012 3:10:26 PM jlierly. CITY OF PORT ANGELES 321 E 5TH STREET P.O. BOX 1150 PORT ANGELES WA 98362 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . 12/11/12 Parcel Number . . . . . 06-30-14-2-1-0000-0000- Property Address . . . 1502 PCC WEST E LAURIDSEN BLVD PORT ANGELES WA 98362 Subdivision Name . . . Legal Description . . . NENW EXC US POWER LINE R\W & S ITE EXC EASE 19 . 78A Property Zoning . . . . PUBLIC BUILDINGS & PARKS Owner . . . . . . . . . WA PENINSULA COLLEGE , Contractor . . . . . . Application number 12-00000546 000 000 Description of Work COMM REMODEL Construction type . . . UNKNOWN Occupancy type . . . . EDUCATIONAL Flood Zone . . . . . . Approved . . . . . . . Building -official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF PORT ANGELES 321 E 5TH STREET P.O. BOX 1150 PORT ANGELES WA 98362 C E R T I F I C A T E O F O C C U P A N C Y T E M P O R A R Y Issue Date . . . . . . 12/11/12 Expiration Date . . . . 1/11/13 Parcel Number . . . . . 06-30-14-2-1-0000-0000- Property Address . . . 1502 PCC WEST E LAURIDSEN BLVD PORT ANGELES WA 98362 Subdivision Name . . . Legal Description . . . NENW EXC US POWER LINE R\W & S ITE EXC EASE 19 . 78A Property Zoning . . . . PUBLIC BUILDINGS & PARKS Owner . . . . . . . . . WA PENINSULA COLLEGE Contractor . . . . . Application number 12-00000546 000 000 Description of Work COMM REMODEL Construction type . . . UNKNOWN Occupancy type . . . . EDUCATIONAL Flood Zone . . . . . . Special conditions . . December 11, 2012 9 : 05 : 14 AM jl ' erly. Ok to Occupy bildin A" only. . uil ing "P" needs electrical final . . J 4 Approved . . . . . . . Ll. OfficiVOID UNLESS SIGNE/Building BY BUILDING OFFICIA FILE COP-1 Q RMOD �-}ELLW IG, uc 1734 Lost Mountain Road. Se uim WA 98382 R e q �f Ve � e i ARCHITECTSt OCTFIELD REPORT 0 , 2012 PROJECT Peninsula College P-Building Refurbishment cl���NGoIVSGE�Es PROJECT N0: 2012-982 G (1-1) ION FIELD REPORT NO 5 DATE: 7 August 2012 TIME: 10:00 AM WEATHER: Overcast, 62 degrees F EST% OF COMPLETION: `.15% CONFORMANCE WITH SCHEDULE: On Schedule PRESENT ON SITE: Kyle Priest, .Hach Construction Inc. C Roy Hellwig, Tormod.HellWig, Ilc i Workmen 4 WORK IN PROGRESS: Set post base at lowered brick wall. OBSERVATIONS: 1) An inspection was performed to observe the placement and attachment of the post base at the lowered brick wall. The concrete substrate was observed to be solid. The drilled hole was clean and dry. Sufficient epoxy was injected into the hole and adhesion to the threaded rod was observed to be good. Excess epoxy was observed to spill out indicating sufficient filling of the hole. ll i . a a i 9 Epoxy fill of drilled hole Post base ih place R EGISTE t 4� REPORT BY- Roy Hellwig AIRCrc� $7ATE•OF TO '"� 2012-182 G(1-1) Field Report#5 Page 1 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY &ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 12-00000546 Date 5/22/12 Application pin number . . . 054818 Property Address . . . . . . 1502 PCC WEST E LAURIDSEN BLVD REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-14-2-1-0000-0000- Application type description COMM REMODEL on your state excise tax form SubdProperty Name . . . . . . to the City of Port Angeles Pro ert Use Property Zoning . . . . . . PUBLIC BUILDINGS & PARKS (Location Code 0502) Application valuation . . . . 260000 ---------------------------------------------------------------------------- Application desc REMODEL/CONVERT TO OFFICE SPACE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WA PENINSULA COLLEGE OWNER 1502 E LAURIDSEN BLVD PORT ANGELES WA 98362 (360) 417-6553 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . UNKNOWN Occupancy Type . . . . . . EDUCATIONAL ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc . . STUDIO TO OFFICE SPACE/REMODEL Permit Fee . . . . 1916.25 Plan Check Fee 1245.56 Issue Date . . . . 5/22/12 Valuation . . . . 260000 Expiration Date . . 11/18/12 Qty Unit Charge Per Extension BASE FEE 1020.25 160.00. 5.6000 THOU BL-100,001-500K. (5.60 PER K) 896.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 60.65 Plan Check Fee .00 Issue Date . . . . 5/22/12 Valuation . . . . 0 Expiration Date . . 11/18/12 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 10.6500 EA ME-VENT SYSTEM (NON-HVAC) 10.65 ---------------------------------------------------- ----------------------- Permit . . . PLUMBING PERMIT Additional desc . Permit Fee . . . . 92.00 Plan Check Fee .00 Issue Date . . . . 5/22/12 Valuation . . . . 0 Expiration Date . . 11/18/12 Qty Unit Charge Per Extension BASE FEE 50.00 2.00 7.0000 EA PL-PLUMBING TRAP 14.00 2.00 7.0000 EA PL-WATER LINE 14.00 2.00 7.0000 EA PL-DRAIN VENT PIPING 14.00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or I cal law regulating construction or the performance of construction. a� 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 IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers � Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Onl 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 b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting II PLANNING DEPT. Separate Permit:#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: ii FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE. Inspection Type Date Accepted By Electrical 1 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire k 417-4653 Planning 417-4750 Building 417-4815 T•Fnrme/RiiiHinn nivicinn/Riiilriinn Parmit CITY OF PORT ANGELES • i� 1 DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 12-00000546 Date 5/22/12 Application pin number 054818 -------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax form May 9, 2012 3:38:52 PM tamiot. Electrical permit required for all electrical work. to the City of Port Angeles Electrical plan review maybe required, coordinate with (Location Code 0502) electrical inspector. The Fire Department has reviewed the project application and has no comments Public Works Utility Engineering has no requirements for this plan review. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 2068.90 2068.90 .00 .00 Plan Check Total 1245.56 1245.56 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 3318.96 3318.96 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. 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 1 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE"OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In WaterrLine Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs [r(/ Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 1 Construction-R.W. PW /Engineering 417-4831 J� Fire 417-4653 v Planning 417-4750 Building 417-4815 T•Fnrme/Ri iilriinn nivicinn/Ri iilriinn Parmit ��� BUILDING PERMIT APPLICATION Print in ink � d�`, rrr �+� CITY OF PORT ANGELES 7DateReocrelved City Use Only: Attn: Building Permit Technician '4. 1140. I321 E. Fifth St., Port Angeles, WA 98362 MEW' (360) 417-4815 fax (360)417-4711 oved_ Applicant Peninsula College o e 360.417.6553.�Gk, Properly Owner Peninsula College Pho a 360.417.6553 .5 Property Owner's Address 1502 East Lauridsen Blvd., Port Angeles,WA 98362 s Contractor To Be Selected Phone �— Contractor's Address Q/1 License# Expires E-mail 130i 16 t it M PROJECT ADDRESS 1502 East Lauridsen Blvd., Port Angeles, WA 98362 PEA ta Parcel Number 06-30-14-2-1-0000-0000 Lot Zoning PBP Project Type & Brief Description; a Residential o Multi-family )(Commercial o industrial Check all that apply o New Construction o Addition pt Remodel Convert Multi-Media Studio to Office Space. Art Rm to PE Rmplus minor remodel. o Repair A, Fit 0 i n cn T X Demolition Remove 467 sf of offices ace deck roof, plus minor demolition. A Re-roof o House o garage Xother Xtear off& re-roof o lay over one layer A Heat System )(Heat pump ❑ wood-burning stove o gas fireplace o pellet stove o other r❑ Other Floor Areas Existing(sq. ft.) Proposed(sa. ft.) Basement @$ per sq. ft. _ $ QL 1s'Floor 6,241 sf -367 sf 260 000.00 , 2"d Floor 3`d Floor w> Garage Carport Covered Porch Deck R Shed Other MAY - 4 2512 CIN OF P TOTAL VALUATIOM $ 260,000.00- WILUING DIVISION Total footprint of structures ft. - Lot size sq. ft. Lot coverage % Site Coverage = the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17.94.135 for exemptions) Site coverage % Max. height of proposed structuresNO Chantleft. Occupancy group B #of bedrooms Will a lawn sprinkler system be installed?' No Occupant load No Change #of full baths Will a fire sprinkler system be installed? No Construction type V/:B #of half baths I have read and completed this.application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. Date W 2612 Print Name Roy Hellwig (architect) Signature T:Forms/Building Division/Building permit application See nye -16 ML6 W P1 aYL-9 . �� 2006 Washington State Nonresidential Energy Code Compliance Form Envelope Summary Climate Zone 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Protect Info Project Address, Peninsula college Date 5/4/2012 1502 East Lauridlaen Blvd. For Building Department Use Port Angelea, WA 98362 pplicant Name:-. Peninsula college Applicant Address: 1502 East Lauridsen Blvd.% Port Angelea, WA 98362 pplicant Phone:' 360.417.6553 Project Description New Building ❑ Addition ❑X Alteration ❑ Change of Use X Prescriptive ❑ Component Performance ❑ Seattle EnvStd Compliance Option (See Decision Flowchart(over)for qualifications) ❑ Systems Analysis Space Heat Type Electric resistance ® All other (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1. (rough opening) Glazing Area Calculation (vertical&overhd) Note:Below grade walls may be included in the Gross Exterior divided by Wall.Area times 100 equals' %Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls. 0.0 .0 _ 0.0 X 100 _ 0.0% Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/MasonryOption yes Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying 10 no assembly below. O yes Check here if using semi-heated path and if project meets all requirements for semi-heated :Semi-Heated Path spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only ® no wall insulation requirement is reduced(2006 change). Only available in prescriptive path. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Wall Maximum U-factor is 0.15(R5.7 continuous ins) Minimum Insulation R-values CMU block walls with insulated cores comply Roofs Over Attic No Change If project qualifies for Concrete/Masonry Option,list walls with HC>_9.0 Btu/ft'-*F below(other walls must meet II Other Roofs No Change Opaque Wall requirements). Use descriptions and values Opaque Walls' No Change from Table 10-9 in the Code. Below Grade Walls NA Wali Description U-factor Floors Over Unconditioned Space NA (including insulation R-value&position) Slabs-on-Grade No Change Radiant Floors NX Maximum U-facto Opaque Doors U-0.60 Vertical Glazing —0 A0 Overhead Glazing sNA Maximum SHGC(or SC) ertical/Overhead Glazing 0.400 1.Assemblies with metal framing must comply with overall U-factors Notes: 2006:YVashington State•Nonresident.ial Energy Code•Compliance Form Envelope • . • 2006 Washington State Nonresidential Energy Code Compliance Forms 0 0 12!30/9912:00 AM , Revised July 2007 Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option. If not,either the Component Performanoe or Systems Analysis Options must be used. 1302 Spaoe Heat Type:For the purpose of determining building envelope Electric Resistanow Space heating systems which use electric resistance requirements,the following two categories comprise all space heating types: . - elements as the primary heating system includingbaseboard,radiant;and ` Other:All other space heating systems including gas,solid fuel,all,and 'START forced air units where the total electric resistance;heal capacity exceeds 1.0 propane space heating systems and those systems listed in the exception to, _ W/ft'of the gross conditioned floor area. Exception:Heat pumps and electric resistance. (continued at right) " "'' "' ' term electric resistance heating in -air volume distribution systems. t Electric N Resistance Heat? AII`Insulation Installed? All Insulation fnstalleCP w Below Gird Wall(ext) 14-10 y Wood Metal Below Grd Wall'(oth) R-19 Below Grd..Wall"(ext) -R-10 R=10 Roof Over Attic R'_30 Below Grd Wall,(oth) R-19 U-0.062 All Other Roof R;211 Roof Over Attic R-38 ""646311 Raised Floor _R-'19 All Other Roof R30 . .10-0.*034 Slab-On-Grade R-10 Raised Floor R-30 U-0.029" Radiant Floor ' RAO Stab-Ori-Grade R-10' R-10 Opaque'boor U-0.60 " ' Radiant Floor R-10 R-10r, ' - _ O' ue Door U=0:60 `U-0.60" N Y Yes- N Mass Wall. G Wall R1 Mass Wall N Criteria OK?'-- `j N, •,Above Grade wood,or.. N Criteria OK? Np► (below). Wall{R19 .062 met (below) Yes Yes Yes ,Yes r AG Mass Wall Insulation Req AG Mass Will Insulation"Req Mass Well U0.15/R5.7ci Mass Wall U0.15/R5.7ci CMU Block : . Ins.Cores —Yes—CMU Block Ins:,Cores:!' Wood FrameR19' Wood Frame R19 Metal Framed R19 (es Metal Framed 00.062 :NO Glazing Criteria Met? Glazing•Ciiteria'Met7 NO , Glazing Vert .:^OH Glazing Vert OH Area% Wal' We! SHGC Area% UVal UVal SHGC 0-30% -0.55 0.70 0.45 0-30% 0.40 0.60 0.40 A"5%• •0.45 '0:60 0.40 >30 Not'Alfowed , >45% Not Allowed NoYes Yes 'No:_ Prescriptive Path Allowed Component Performance Systems Analysis, or : . .... EnvStd Required,,. .. . Concrete/Masonry Option* Wall Heat Capacity(HC).. 'If the area . AssemblyDescription Assy.Ta HC" Areas ' HC x Area weighted heat P, 9 ( � capacity(HC)of 0.0 the total above- grade wall is a 0.0 minimum'of 9.0, . the Concrete.. 0.0 Masonry Option 0.0 may be used- -For sed."For framed 0.0 walls,assume HC=1.0 unless 0.0 calculations are provided-,for all 0.0 other walls,use. 6.o Section 1009. 2006 Washington State Nonresidential Energy�Code Compliance Form "BuildingPermit 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address peninsula College Date 5/4/2012 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. ApplicabilityCode Location Building Department (yes,no,n.a.) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS(Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed We 1302 Space heat type: other If"Other', 140.01 indicate on plans that electric resistance heat is not allowed a.a. 1310.2 Semi-heated spaces Semi-heated spaces identified on plans if allowed 1311 Insulation n.a. 1311.1 Insul.installation Indicate densities and clearances n.a.. 1311.2 Roof/ceiling insul.- Indicate R-value on roof sections for attics and other roofs; Indicate clearances for attic insulation; ' Indicate baffles if eave vents installed; Indicate face stapling of faced baits a. 1311.3 Wail insulation Indicate R-value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose-fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used F73* n.a. 1311.4 Floor insulation Indicate R=value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24"o.c.; Indicate that insulation does not block airflow through foundation vents a.a.. 1311.5 Slab-9ngrade floor Indicate R-value on wall section or foundation detail; - Indicate slab insulation extends down.vertically 24"from top;. Indicate above grade exterior insulation is protected n.a. 1311.6 Radiant floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically W'from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where 'd.by Official n.a. 1312 Glazing and doors Provide calculation of glazing area(including both vertical vertical and overhead)as Dercent of aross waif area yes 1312.1, 1.1-factors, Indicate glazing and door 1.11-factors on glazing and door schedule(p'rovide area-weighted calculations as necessary); Indicate if values are NFRC or default,if values are default A1.10 then specify frame type,glazing layers,gapwidth,.low=e coatings, as fiffin s yes 1312.2 SHGC&SCIndicate glazing solar heat gain coefficient or shading coefficient on glazing schedule(provide area-weighted calculations as necessary) 1313 Moisture control n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side n.a. 1313.2 Roof/ceiling vap,ret. Indicate vapor retarder on roof section; Indicate vap.retard.with sealed seams fogy non-wood struc. n.a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section a.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section- n.a. 1313.5 Crawl space vap.ret. Indicate six mil black polyethylene overlapped 12"on ground 1314 Air leakage n.a. 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and.weatherstripping yes 1314.2 Glazing/door sealing Indicate weatherstripping 10 n.a. 1314.3 Assemb.as ducts Indicate sealing,caulking and Basketing n.a. 1314.4 Recessed Lighting Fixtur Indicate IC rating,ASTM E283 certification,and gasketing or caulking to ceiling PRESCRIPI'IVE/CON PONENT PERK RMANCE Sections 1320-23 or 1330-34 yes Envelope Sum.Form Completed and attached. Provide component performance worksheet if necessary If"no"is shown for any question,provide explanation: .2006 Washington State Nonresidential Energy Code Compliance Form Building Permit Plans 2006 Washington State Nonresidential Energy Code Compliance Forms' Revised July 2007 Envelope -General Requirement -1311 Insulation -, 1311.1 Instailation Requirements:'All insulation materials 1312.2 Solar Heat Gain Coefficient and Shading' shall be installed according to the manufacturer's Coefficient: Solar Heat Gain Coefficient,(SHGC);•shall be instructions to.achieve proper densities,maintain clearances determined,certified and labeled in accordance with the ' and maintain uniform alvalues-To the maximum extent .National Fenestration Rating Council(NFRC)Standard by:a. possible,.insulation shall eztend,over the full component _ _ , :area to the intended R-value. certified,independent agency,Iicensed'by'the NFRC.: EXCEPTION: 'Shading coefficients(SC)-shall bean 1311.2 Roof%C®iiing Insulation: Open-blown Or poured : axeptable alternate for_compliance with.solarheat gain_ loose-fill insulation may be used in attic spaces Where the coefficient requirements. "Shading coefficients for glazing slope of the ceiling is not'more than 3/12 and there is at shall be taken from Chapter 31 of Standard RSA or from the least 30 inches of clear distance from the top of the bottom.. manufacturers test data chord of the truss or ceiling joist to the underside of the 1313 Moisture Control ' sheathing at the roof ridge.When eave vents are installed, " '1313.1 Vapor Retarders Va baffling of..the vent openings shall be provided so as,to .. P por retarders shall be installed deflect the incoming air above the surface of the insulation. on the warm side(in winter)of insulation as required by this. Where lighting fixtures are recessed into a suspended or section. . exposed grid ceiling,the roof%iiing assembly shall be EXCEPTION: Vapor retarder installed with not more than 1/3 insulated in a location other than directly on the suspended of the nominal R-value between it and the conditioned space. ceiling. '1313.2 Roof/Ceiling Assemblies: Roof/ceiling assemblies EXCEPTION: Type IC rated recessed lighting furfures. Where the ventilation space above the insulation is less than-an."- average of,12 inches shall be provided with a vapor retarder. Where installed in wood framing,faced batt insulation (For enclosed attics and enclosed rafter spaces,see Section shall be face stapled. 1203.2 of.the International Building Code.)Roof/ceiling 1311.3 Wall Insulation: Exterior wall cavities isolated assemblies without a vented airspace,allowed only where during framing shall be fully insulated to the levels of the neither the roof deck nor the roof structure are made of wood, surrounding wall's:When installed in wood framing,faced shall.provide.a continuous vapor r`etarde 'with•'taped seams. batt insulation shall be face stapled. EXCEPTION: Vapor retarders need not be provided where all Above grade exterior insulation shall be protected. -of the insulation-is installed between the roof membrane and the t .1311.4 Floor Insulation: Floor insulation shall be installed • structural roof deck. e in a permanent manner in substantial contact with.the. 1313.3 Walls: Walls separating conditioned space from. surface being insulated. Insulation supports shall be unconditioned space shall be provided with a vapor retarder. installed so spacing is not more than 24 inches on Center.- 1313.4 Floors• Floors separating conditioned space from Installed insulation.shatl not block the airflow through unconditioned space shall be provided with-a vapor retarder. 'foundation vents. 1311.6 Slab-0n-Grade Floor: Slab-on-grade insulation 1313.6 Crawlspaces: A ground cover of six mil(0.006 inch i thick)black polyethylene or approved equal shall be laid over installed inside the foundation,wall shall extend downward the ground Within crawlspaces.The,ground cover shall be from the top of the'slab a minimum distance'6f24 inches or overlapped 12 inches minimum at the joints and shall extend to' to the top of the footing,whichever is less. insulation the foundation,wall. installed outside the foundation shall extend downward a minimum of 24 inches or to the frost line,whichever is _ EXCEPTION: The ground cover may be omitted in crawl greater.Above grade insulation shall be protected. spaces if the crawlspace has a concrete slab floor with a EXCEPTION:`For monolithic slabs,the insulation shall I minimum thickness of 3-1/2 inches. extend downward from the top of the slab to the bottom of the 1314 Air Leakage; footing. c 1314.1 Building Envelope: The requirements of this section '. .1311.6 Radiant Floors(on or below grade): Slab-on— shall apply to building elements separating conditioned from grade,insulation shall extend'downward from the top of.the unconditioned spaces_Exterior joints around windows and. ,slab a minimum distance..of 36 inches or downward to the door frames,openings betweerj walls and foundation,between top of the footing and horizontal for an aggregate of not less walls and roof and wall panels;openings at penetrations of than-36 inches... • - utility services through walls,floors and roofs;and all other If required by the building official where soil Conditions.' openings in the building envelope shall be sealed,caulked, warrant such insulation,'the entire arra of a'radiant floor; gasketed or weatherstripped to limit air leakage_ shall be thermally isolated from the soil. Where a soil gas 1314.2Glazing and Doors:,.Doors and operable.glazing••, control system is provided below the radiant floor,which. separating conditioned from unconditioned-space shall be results in increasedconvective•flow below the radiant.floor,. weatherstripped. Fixed windows shall be tight fitting with glass the radiant floor shall be thermally isolated-from the sub- retained by stops with sealant or caulking ail around. floor gravel layer: -' " "EXCEPTION: Openings that"are;required lobe;fina resistant. ;1312 Glazing.and.Doors :'1314.3 Building Assemblies Used es'Ducts'or Plenums: 1312.1 Standard Procedure for Determination of Glazing Building-assemblies used as ducts or plenums shall be sealed, and Door U-Factors: 'U=factors for glazing and doors shall caulked'and gasketed to limit air leakage.. be determined,certified and labeled in accordance,with 1314.4 Recessed'Lighting Fixtures: When installed in the Standard National by a certified independent agency licensed building.envelope,;recessed lighting fixtures shall by Type IC- by the National Fenestration Rating Council al or the . rated,and certified underASTM E283 to have no more than Compliance shall be based on the Residential ortfo 2.0 cfm air movement from the conditioned space•to the ceiling 'Nonresidential Model Size. Product samples used for U-_ 'factor determinations shall be production line units or ->. cayi�!•The'lighting fixture shall be tested•at.75 Pascals or 1.57 representative of units as purchased by the'-consumer or .1..`pressure difference and`have a label attached,showing contractor. Unlabeled glazing and doors shall be assigned compliance with this test method_ Recessed lighting fixtures the default U-factor in Table 10-6. shall be installed with a gasket or caulk between the fixture and ceiling,to prevent air,leakage., - 2006 Washington State Nonresidential Energy Code Compliance-Form Interior • • Summary LTG-INT 2006 Washington State Nonresidential Energy Code Compliance Forms 0 0 12130/9912:00 AM Revised July 2007 Project Info Project Address peninsula college Date ' 5/4/2012 01502 East Lauridsen Blvd. For Building Department Use 0 Port Angeles, VIA 98362 Applicant Name: Peninsula.college . Applicant Address: 1502 East Lauridsen Blvd. Applicant Phone: Port Angeies, WA 98362 Project Description New Building ❑ Addition © Alteration ❑Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Prescriptive ® Lighting Power Allowance 0 Systems Analysis Clear Compliance Option See Qualification Checklist(over).Indicate Prescriptive&LPA s aces clearly on tans. Alteration Exceptions No changes are being made to the lighting (check appropriate box-sec. 1132.3) Less than 600/6'of the fixtures new,installed wattage not increased,&space use not changed. at this project qualifies Maximum Allowed Lighti"nI h6 ed. Signature,company,date: Location Allowed (floor/room no.) Occupancy Description Watts per ft2�' Area in ft2 Allowed x Area 1 A-Building office 0.91 1200.0 1092.0 0.0 . 0:0 *" From Table 15-1 (over)-document all exceptions on form.LTG-LPA Total Allowed Watts 1092.0 Proposed Lighting Wattage Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed Offices 8 Common 2/F28T5 Recessed 16 64.0 1024.0 Elect 2/F28T5 Surface Mount, 1 64.0 .64.0 Exit Lighting LED ! .. 2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1088.1 Notes: 1.For proposed Fixture.Description,indicate fixture type,lamp type(e.g.T-8),number of lamps in the fixture,and ballast type(if included). For track lighting,list the,length of the track(in feet)in addition to the fixture,lamp,and ballast information. 2.For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and.' other criteria as specified in Section 1530. For hard-wired ballasts only,the default table in the NREC Technical Reference Manual may also be used. For track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50,or as applicable, the wattage of current limiting devices or,of the transformer. 3.List all fixtures.For exempt lighting,note section and exception number,and leave Watts/Fixture blank. a 2006 VVashington•State Nonresidential Energy Code Compliance Form !Interior • • Summary (back) LTG-INT t' 2006 Washington State Nonresidential Energy Code Compliance Forms 0 0 12/30!991200 AM Revised July 2007 Occupancy`. "O' •Warehouses,•storage areas or aircraft storage-hangers - O Other ' Clear Prescriptive'Spaces. Qualification Checklist Lighting Fixtures: ❑. Check if 95%or more of fixtures comply with 1,2.or,3 and rest are.ballasted. Note:If occupancy type is"Other"and fixtu 1 - answer is checked,the number of fixtures 11521)(Section 1.Fluorescent fixtures which are non-lensed with a)1 or 2 two lamps;b)reflector the space is not limited by Code. Clearly or louvers,c)5-60 waft T.-1,T-2,T-4,T-5,T-8 lamps,and d)hard-wired elec- indicate these spaces on plans. If not tronic dimming ballasts: Screw-in compact fluorescent fixtures do not qualify. qualified,do LPA Calculations. _, , •,,•2:Metal,Halide with a)reflector,b)ceramic MH lamps<=150w,c)electronic ballast LED lights. TABLE 15-1 Unit Lighting Power Allowance: LPA Use _ LPA /s Use - LPA /s Automotive facility 0.9 Office buildings,-officeladministrative areas in 1.0 facilities of-other use,types(including but not limited j to schools hospitals,institutions,museums,banks, 'churches 9711 Convention center 1;2- Penitentiary and other Group 1-3 Occupancies 1.0 Courthouse..: 1.2- Police and fire stations'. _. .. __ - 1.0. Cafeterias,fast food establishmentso, 1.3 Post office restaurants/barsg - Dormitory `- 1.0,- Retail'u,'retail banking,mall concourses,wholesale '" 1.5" _ t stores(pallet rack shelving) Exercise,center, - 1.0: School buildings-(Group E Occupancy only);school • 1.2 classrooms,day care centers G mnasiaw,assembl,s aces 1-0'-- Theater,motion-'idure '1-.2 ` Health-.care clinic „ 1.0-._ ..Theater,performing arts. ., _ .1.6 _ Hospital,nursing homes,and other Group 1-1 and 1.2 . Transportation 1.0 1-2 Occupancies, Hotel/motel 1.0 Warehouses",storage areas 0.5 Hotel ban uet/conference/exhibition hall 2.0 Workshops 1.4 Laboratory spaces(all spaces not classified 1.8 Parking garages ::: 0.2 "laboratory"shall meet office and other appropriate categories) Laundries.. 1.2 Libraries: 1.3 Plans SubmiUed for Common Areas Onl Manufacturing facility., �' 1.3 "Main floor building lobbies exce t'mall concourses 1:2 Museum. _ .. - .1.1, _ Common areas,corridors.,toilet facilities and-, y 0.8 washrooms,elevator lobbies Footnotes for Table 15-1 _. ..;.._ 1) In cases in which a general use:and a specific use are listed,the specific,use,shall apply.,In cases in which a use is not mentioned •. . -.• specifically,the Unit Power Allowance shall be determined by the building official.This determination shall be based upon the most comparable-use specified in the table.See Section•1512 foi exemptareas. 2).. The watts per square foot may be increased,by two percent per foot of ceiling height above•twentyJeet,unless specifically directed, otherwise by subsequent footnotes. 3).. Wafts per square foot of room may be-increased by two percent per foot of ceiling height above twelve feet. 4)'' For all,other spaces;such as seating and common'areas,'use the Unit`Light Power Allowance for assembly.' 5) Watts•per square foot of room may be increased by two percent per foot of ceiling-height above nine feet - 6), Reserved. a 7) For conference rooms and offices less'than 150ft2 with full height partitions,a Unit Lighting Power Allowance of 1.10 w/ft2 may be used. 8)' Reserved- 9)'- For indoor sport tournament courts with adjacent spectator seating over 5,000,the Unit Lighting Power Allowance for the court area is 2.60 We. 10) Display window illumination installed within 2 feet of the window provided that the display window is separated.from.the.retail space by walls or at least three quarter-height partitions(transparent or opaque)and lighting for.free-standing display where the lighting moves_ with the,display are exempt. r An additional 1.5 w/fe of merchandise display luminaires are exempt provided that they-comply with all three of the following:, a) located on ceiling-mounted track or directly on or recessed into the ceiling itself(not on the b) adjustable in both the horizontal and vertical axes(vert'ical axis only is.acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED,tungsten halogen,fluorescent,or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan,indicating rack location and height,is submitted,the square footage for a warehouse may be defined,for computing the interior Unit Lighting Power Allowance,as the floor area not covered by racks plus the vertical face area(access side only) of the racks.The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2006 Washington'State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Forms 0 0 Revised July 2007 Project Info Project Address Peninaula College Date 5/4/,2012 01502 Lauridsen siva. For Building Dept.Use 0 Port Angeles, FII► 98362 Applicant Name: Peninsula college pplicant Address: 1502 Lauridsen siva. [Applicant Phone: 360.417.6553 Project Description Briefly describe mechanical system type and features. 1r1ames Plans Include documentation requiring compliance with commissioning requirements,Section 1416. • Simple System O Complex System Q Systems Analysis Clear Compliance Option buttons (See Decision Flowchart(over)for qualifications.Use separate MECH-SUM for simple&complex systems.) Equipment Schedules I The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fill in the required information below. Cooling Equipment Schedule Equip. Capacity2 OSA CFM SEER ID Brand Name' Model No.' Btu/h Total CFM or Econo? or EER IPLV3 Location sting - Heating Equipment Schedule Equip. Capacity2 'OSA cfm ID Brand Name' Model No.' Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficiency" iating Fan E ui ment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flow Controls Location of Service EF-1 Greenheck SES-12-432-VG 1120 PE Room 'If available. 2As tested according to Table 14-1Athrough 14-1G. 31f required. "COP,HSPF,Combustion Efficiency,orAFUE,as applicable. 5 Flow control types:variable air volume(VAV),constant volume(CV),or variable speed(VS). 2006 Washington.State.Nonresidential.Energy.Code Compliance Form Ka • . 0 0 0 12/30/99 12:00 AM 0. System Description If Heating/Cooling ❑ Constant vol? ❑ Air cooled?' ❑ Packaged sys?❑ <20,000 Btuh? ,t See Section 1421 for full description or Cooling Only: ❑• Split system? ❑ Economizer included? of Simple System qualifications. If Heating Only: 0 <5000 cfm? ❑ -<70%outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not,either the Complex System or Systems Analysis Options must'be'used. . _.... .START .. - ,. .. .... .... _. . .. .. -. .._. ... .. Ls em T Heating/Cooling Air Cooled, . YPe ,or Cooling On _ Constant Vol? . NO rence • .. . :. Heating fly C#n421 . _. .Y, ... a.M U ;... .. •.., _�. . r in9<5000 � lit Syste YesPe4 000 N _ 1 Y Unit?' Btuh? .. a.. No :.... ,. Yes.- of Ca Outd _ <70%OSA Yes Eoono N "Q0,000 N . . or Y- Inclueed? uh? o Adjacent to door _.. Yes.� . Yes ... _ 4 Refecenoe No Section 1423 Ica .. x Y • -. 4,000 N _ Btuh? otal Ca wo economize , <24Q000 Btuh N _ or 10%? , Simple System.. Yes l , Allowed (section 1420) " Use Complex : 'Systems . __. .. . . . ._. .,. .. (section 1430) ., .. f Complex Systems , fReleprto MECH-COMP Mechanical Complex Systems for assistance in determining which h Y omlex Systems requirements are applicable to this project: - t 2006 Washington State Nonresidential Energy Code Compliance Form iMechanical Permit Plans Checklist MECH-CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Peninsula college Date 5/4/2012 The following information is necessary to Check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. ApplicabilityCode Location Building Department (yes,no,n.a.) Section Com onent Information Required on Plans Notes HVAC REQUIREMENTS Sections 1401-1424 1411 Equipment performance i.a. 1411.4 Pkg.elec.htg.&clg. List heat pumps on schedule i.a. 1411.1 Minimum efficiency Equipment schedule with type,Capacity,efficiency i.a. 1411.1 Combustion htg. Indicate intermittent ignition,flue/draft damper&jacket loss 1412 HVAC controls a. 1412.1 Temperature zones Indicate locations on plans a. 1412.2 Deadband control Indicate 5 degree deadband minimum a. 1412.3 Humidity control Indicate humidistat a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff.day types a. 1412.4.1 Dampers Indicate damper location and auto.controls&max.leakage a. 1412.4.2 Optimum Start Indicate optimum start controls a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule a.a.. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans K0.00 1412.8 Ventilation Control Indicate demand control ventilation for high-occupancy areas M.a. 1422 Thermostat interlock Indicate thermostat interlock on pians yes 1423 Economizers Equipment schedule M.01 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100%capability on schedule MO.00 a.a. 1413.1 Wtr Econo Operation Indicate 100%capacity at 45 degF db&40 deg F wb a.a. 1413.2 Water Econo Doc Indicate clg load&water econoe&clg tower performance yes 1413.3 Integrated operation Indicate capability for partial cooling MO.00 a. 1413.4 Humidification Indicate direct evap or fog atomization w/air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M0.00 yes 1414.2 Duct insulation Indicate R-value of insulation on duct HO.00 yes 1415.1 Piping insulation Indicate R-value of insulation on piping 0.00 1416 Completion Require ents yes 1416.2.1 Commissioning Provide commissioning plan K0.00 yes 1416.2.2-3 Sys.Bal&Func.Test Indicate air and water system balancing&functional testing MO.00 yes 1416.2.4 Commissioning Indicate O&M manuals,record drawings,staff training 140.00 yes 1416.2.5 Comm.Report Indicate requirements for prelim.&final commissioning report MO.00 1434 Separate air sys. Indicate separate systems on plans yes Mechanics ompleted and attached. Equipment schedule with types, Summary Form input/output,efficiency,cfm,hp,economizer SERVICE WATER HEATING AND HEATED POOLS Sections 1440-1454 1440 Service water htg. i.a. 1441 Elec.water heater Indicate R-10 insulation under tank i.a. 1442 Shut-off controls Indicate automatic shut-off a. 1443 Pipe Insulation Indicate R-value of insulation on piping a. 1452 Heat Pump COP Indicate minimum COP of 4.0 i.a. 1452 Heater Efficiency Indicate pool heater efficiency i.a. 1453 Pool heater controls Indicate switch and 65 degree control a. 1454 Pool covers Indicate vapor retardant cover i.a. 1454 Pools 90+degrees Indicate R-12 pool cover z, PAGE W-TIOP HELLWIG,11cPeninsula College �'�134 Lost Mountain Road p Sequim,WA 98382 Building Refurbishment A'ilE CF�I�SHIi�GTG�1 Ct1UCK Wlt (P UPO T CIN ENTRY CANOPY' WIMP 9C5I&N RATA W)IC WIND S� cid io0 >ni�� vc11 N� C�C�oSvR� � c, o015� f<z K2 T Kd Y 15 : o,as 2510 (0,65)(1,00) (tool 0,60) = 2(,, 76 til PIT��EP rw, Roar -a . N� cow �y 2 r9 Jd L P6 D :Y3 X42 v{ DRICK wA�C E5— (2) 5 —(2) 5/&" PrA41 D r5 = (z) 2)20o(b 6— G.K. Building Permit 1502 E Lauridsen Blvd Bld N 12-235 PREPARED 12/14/12, 16:09:14 INSPECTION HISTORY REPORT PAGE 1 PROGRAM BP521L 0/00/00 THRU 0/00/00 CITY OF PORT ANGELES -' - ------------------------- APPLICATION PROPERTY ADDRESS ASSESSOR PARCEL NUMBER ALTERNATE ID STRUCTR PERMIT INSPECTION RESULT DATE/STATUS INSPECTOR ------------------------------------------------------------------------------------------------------------------------------------ 12 00000235 1502 BLDG N E LAURIDSEN BLVD GYM 06-30-14-2-1-0000-0000- 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BL1 0001 BLDG FOUNDATION FOOTING 8/09/12 APPROVED JLL REQ COMM: August 9, 2012 8:32:30 AM hcatuzo. REQ COMM: KELLEN 253-985-7559 RES COMM: August 9, 2012 4:03:57 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BL2 0001 BLDG FOUNDATION STEM WALL 8/14/12 APPROVED JLL REQ COMM: August 14, 2012 9:25:59 AM hcatuzo. REQ COMM: AM INSPECTION. TALEN 253-985-7559 RES COMM: August 14, 2012 4:04:01 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BLFD 0001 BLDG FOUNDATION DRAINAGE 8/15/12 APPROVED JLL REQ COMM: August 15, 2012 9:54:22 AM hcatuzo. REQ COMM: AM INSPECTION REQUESTED. TALEN 253-985-7559 RES COMM: August 15, 2012 5:02:20 PM jlierly.' 000 000 HPC 00 BUILDING PERMIT - COMMERCIAL PW2 0001 PUBLIC WORKS SEWER CONNEC 8/15/12 APPROVED RV REQ COMM: August 15, 2012 11:10:55 AM rvess. RES COMM: August 15, 2012 11:11:22 AM rvess. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BLIS 0001 BLDG INSULATION/SLAB 8/22/12 APPROVED JLL REQ COMM: August 22, 2012 8:55:26 AM hcatuzo. REQ COMM: KELLEN 253-985-7559. CALL FIRST RES COMM: August 22, 2012 4:33:34 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BLRI 0001 BLDG REBAR INSPECTION 8/24/12 APPROVED JLL REQ COMM: August 24, 2012 9:00:53 AM hcatuzo. REQ COMM: KELLEN 253-985-7559 RES COMM: August 24, 2012 4:23:35 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BLFD 0002 BLDG FOUNDATION DRAINAGE 8/29/12 CANCELLED JLL REQ COMM: August 29, 2012 8:34:45 AM hcatuzo. REQ COMM: KELLEN 253-985-7559 RES COMM: August 29, 2012 4:26:23 PM jlierly. _ 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BL9 0001 BLDG SHEARWALL 8/31/12 APPROVED PB REQ COMM: August 31, 2012 8:59:45 AM hcatuzo. REQ COMM: KELLEN 253-985-7559 RES COMM: August 31, 2012 4:28:42 PM pbarthol. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BLFD 0003 BLDG FOUNDATION DRAINAGE 9/04/12 APPROVED JLL REQ COMM: September 4, 2012 8:52:45 AM hcatuzo. REQ COMM: KELLEN 253-985-7559 RES COMM: September 4, 2012 3:52:34 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BL4 0001 BLDG FIREWALL 9/04/12 APPROVED JLL REQ COMM: September 4, 2012 8:54:22 AM hcatuzo. REQ COMM: KELLEN 253-985-7559 RES COMM: September 4, 2012 3:52:34 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BEXS 0001 BLDG EXTERIOR SHEETING 9/11/12 APPROVED JLL REQ COMM: September 11, 2012 9:18:01 AM pbarthol. PREPARED 12/14/12, 16:09:14 INSPECTION HISTORY REPORT PAGE 2 PROGRAM BP521L 0/00/00 THRU 0/00/00 CITY OF PORT ANGELES --- ------- —-----' —--- ------------—-------------------------------------—-------------------------- APPLICATION PROPERTY ADDRESS ASSESSOR PARCEL NUMBER ALTERNATE ID STRUCTR PERMIT INSPECTION RESULT DATE/STATUS INSPECTOR ------------------------------------------------------------------------------------------------------------------------------------ 12 00000235 CONTINUED REQ COMM: Kellen 253-985-7559 REQ COMM: Exterior drywall RES COMM: September 11, 2012 1:11:51 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BEXS 0002 BLDG EXTERIOR SHEETING 9/14/12 APPROVED JLL REQ COMM: September 14, 2012 9:17:15 AM pbarthol. REQ COMM: Kellen 253-985-7559 RES COMM: September 14, 2012 4:45:45 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BL3 0001 BLDG FRAMING 9/19/12 DISAPPROVED PB REQ COMM: September 19, 2012 8:38:10 AM pbarthol. REQ COMM: Kellen 253-985-7559 RES COMM: September 19, 2012 3:57:49 PM pbarthol. RES COMM: Not ready, need to finish plumbing, electrical and RES COMM: mechanical rough in first. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BEXS 0003 BLDG EXTERIOR SHEETING 9/19/12 APPROVED PB REQ COMM: September 19, 2012 8:39:11 AM pbarthol. REQ COMM: Kellen 253-985-7559 RES COMM: September 19, 2012 3:57:16 PM pbarthol. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BLT 0001 BLDG MASONRY WALL TIE 9/26/12 APPROVED JLL REQ COMM: September 26, 2012 8:36:45 AM pbarthol. REQ COMM: Kellen 253-985-7559 RES COMM: September 26, 2012 3:55:36 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BL3 0002 BLDG FRAMING 10/04/12 APPROVED JLL REQ COMM: October 4, 2012 8:22:54 AM pbarthol. REQ COMM: kellen 253-985-7559 RES COMM: October 4, 2012 3:54:28 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BLI 0001 BLDG INSULATION 10/11/12 APPROVED JLL REQ COMM: October 11, 2012 8:51:40 AM pbarthol. REQ COMM: Kellen 253-985-7559 RES COMM: October 11, 2012 4:45:48 PM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BLDR 0001 BLDG DRYWALL IBWP 10/30/12 APPROVED JLL REQ COMM: October 29, 2012 9:39:05 AM pbarthol. REQ COMM: Kellen RES COMM: October 30, 2012 8:21:16 AM jlierly. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL PW99 0001 PUBLIC WORKS FINAL 12/04/12 APPROVED RV REQ COMM: December 5, 2012 7:27:17 AM rvess. RES COMM: December 5, 2012 7:28:31 AM rvess. RES COMM: December 6, 2012 2:54:06 PM pbarthol. 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL BL99 0001 BLDG FINAL 12/06/12 APPROVED JLL REQ COMM: December 5, 2012 8:33:28 AM pbarthol. REQ COMM: Kellen 253-985-7559 ' RES COMM: December 6, 2012 3:18:09 PM pbarthol. PREPARED 12/14/12, 16:09:14 INSPECTION HISTORY REPORT PAGE 3 PROGRAM BP521L 0/00/00 THRU 0/00/00 CITY OF PORT ANGELES ---------------------------------------------------------------------------------------------------------------------- APPLICATION PROPERTY ADDRESS ASSESSOR PARCEL NUMBER ALTERNATE ID STRUCTR PERMIT INSPECTION RESULT DATE/STATUS INSPECTOR -------------—------------------------------------—--------—----------------------—-—----------------——--------—--—----- 12 00000235 CONTINUED 000 000 BPC 00 BUILDING PERMIT - COMMERCIAL FFNL 0001 FIRE FINAL 12/06/12 APPROVED KDD REQ COMM: December 6, 2012 3:13:09 PM kdubuc. REQ COMM: Fire final RES COMM: December 6, 2012 3:13:35 PM kdubuc. RES COMM: fire final 000 000 ME 00 MECHANICAL PERMIT ME1 0001 MECHANICAL ROUGH-IN 10/02/12 APPROVED JLL REQ COMM: October 2, 2012 9:12:55 AM pbarthol. RES COMM: October 2, 2012 9:18:20 AM pbarthol. 000 000 ME 00 MECHANICAL PERMIT ME99 0001 MECHANICAL FINAL 11/30/12 APPROVED JLL REQ COMM: November 30, 2012 9:17:04 AM pbarthol. REQ COMM: Kellen 253-985-7559 RES COMM: November 30, 2012 1:16:16 PM jlierly. 000 000 PL 00 PLUMBING PERMIT PL1 0001 PLUMBING UNDER SLAB 8/14/12 APPROVED 'JLL RES COMM: August 14, 2012 4:04:01 PM jlierly. 000 000 PL 00 PLUMBING PERMIT PLl 0002 PLUMBING UNDER SLAB 8/23/12 APPROVED JLL REQ COMM: August 23, 2012 8:52:24 AM hcatuzo. REQ COMM: JOHN 477-9484 RES COMM: August 23, 2012 4:17:06 PM jlierly. 000 000 PL 00 PLUMBING PERMIT PL2 0001 PLUMBING ROUGH-IN 9/26/12 APPROVED JLL REQ COMM: September 26, 2012 8:35:14 AM pbarthol. REQ COMM: Kellen 253-985-7559 RES COMM: September 26, 2012 3:55:36 PM jlierly. 000 000 . PL 00 PLUMBING PERMIT PL99 0001 PLUMBING FINAL 11/30/12 APPROVED JLL REQ COMM: November 30, 2012 9:17:37 AM pbarthol. REQ COMM: Kellen 253-985-7559 RES COMM: November 30, 2012 1:16:16 PM jlierly. CITY OF PORT ANGELES 321 E 5TH STREET P.O. BOX 1150 PORT ANGELES WA 98362 K\ C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . 12/06/12 Parcel Number . . . . . 06-30-14-2-1-0000-0000- Property Address . . . 1502 BLDG N E LAURIDSEN BLVD GYM PORT ANGELES WA 98362 Subdivision Name . . . Legal Description . . . NENW EXC US POWER LINE R\W & S ITE EXC EASE 19 . 78A Property Zoning . . . . PUBLIC BUILDINGS & PARKS Owner . . . . . . . . . WA PENINSULA COLLEGE Contractor . . . . . . Application number 12-00000235 000 000 Description of Work COMM NEW CONST Construction type . . . Occupancy type . . . . 114b Flood Zone . . . . . . Approved . . . . . . . -� ,gyp Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL h !y .n = .. CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION _ 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number 12-00000235 Date 4/04/12 Application pin number . . . 370110 Property Address . . . . . . 1502 BLDG N E LAURIDSEN BLVD GYM REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-14-2-1-0000-0000- Application type description COMM NEW CONST on your state excise fax form Subdivision Name . . . . . . to the Cit of Port Angeles Property Use y 9 Property Zoning . . . . . . . PUBLIC BUILDINGS & PARKS (Location Code 0502) Application valuation . . . . 649540 ---------------------------------------------------------------------------- Application desc fitness center ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WA PENINSULA COLLEGE OWNER 1502 E LAURIDSEN BLVD PORT ANGELES WA 98362 (360) 417-6553 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc . . FITNESS CENTER Permit Fee . . . . 3972.75 Plan Check Fee 2582.29 Issue Date . . . . 4/04/12 Valuation . . . . 649540 Expiration Date 10/01/12 Qty Unit Charge Per Extension BASE FEE 3260.25 150.00 4.7500 THOU BL-500,001-1M (4.75 PER K) 712.50 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . FITNESS CENTER Permit Fee . . . . 145.85 Plan Check Fee .00 Issue Date . . . . 4/04/12 Valuation . . . . 0 Expiration Date . . 10/01/12 Qty Unit Charge Per Extension BASE FEE 50.00 5,.00 10.6500 EA ME-AIR HAND <OR=10,000 CFM 53.25 4.00 10.6500 EA ME-HOOD/DUCT-MECH. .EXHAUST 42.60 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . FITNESS CENTER Permit Fee . . . 204.00 Plan Check Fee .00 Issue Date . . . . 4/04/12 Valuation . . . . 0 Expiration Date 10/01/12 Qty Unit Charge Per Extension BASE FEE 50.00 9.00 7.0000 EA PL-PLUMBING TRAP 63.00 1.00 7.0000 EA PL-WATER LINE 7.00 8.00 7.0000 EA PL-DRAIN VENT PIPING 56.00 3.00 7.0000 EA PL-RAINWATER/DRAIN(IN BLDG) 21.00 1.00 7.0000 EA PL-WATER HEATER 7.00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of an s at or local law regulating construction or the performance of construc ion. Cri.I" Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD -- PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b 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 b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T-Fnrmc/Ri d1riinn nivicinn/Ri d1riinn Parmit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY &ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 { W. Page 2 Application Number . . . . . 12-00000235 Date 4/04/12 Application pin number 370110 ____ REPORT SALES TAX ------------------------------------------------------------------------ # Special Notes and Comments on your State excise tax form March 9, 2012 2:09:14 PM tamiot to the Cit of.Port Angeles Separate electrical plan review and permit is required. ,Y 9 March 9, 2012 12:20:32 PM kdubuc. (Location Code 0502) Exit doors must be fitted with panic hardware. March 22, 2012 3:01:24 PM sroberds. The proposal will result in a new approx 3223 sq.ft. fitness center for total lot coverage of 10t. No land use issues anticipated. Comply with all current Stormwater requirements and best management practices. All improvements to sewer and water mains to meet City Urban Services Standards and Guidelines. Mar-i1/---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- Permit Fee Total 4322.60 4322.60 .00 .00 .,' Plan Check Total 2582.29 2582.29 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 6909.39 6909.39 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the ,,last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions `of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does a not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of .1construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit ewe 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: a •�)1% . Footin s ti• 5 Stemwall FGIn raina�e g•2 .t �-�-- Foundation Drainage/Downspouts r Piers Post Holes(Pole Bldgs.) PLUMBING: f Under Floor/Slab L(Yha,C it 'Z3 ' i���t Q�ld-i6 Rough-In Water Line(Meter to Bldg) Gas Line Back Flow I Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Ftr 2V11dL� I�-�1 C� o Joists/Girders/Under Floor Shear Wall/Hold Downs 1`74S lid Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab l a Wall/Floor/Ceiling MECHANICAL: _ Q Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line V) Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE �-1 _- Inspection Type Date Accepted By Electrical 417-4735 (� ` Construction-R.W. PW /Engineering 417-4831 � Fire 417-4653 Planning 417-4750 Building 417-4815 T•Fnrmc/Rnilriinn nivicinn/Ridiriinn Parmit O1.poarq�,C` BUILDING PERMIT APPLICATION Print in ink �'��•-- CITY OF PORT ANGELES Attn:CIT Building Permit Technician For City U�Orly:,�2 321 E. Fifth St., Port Angeles, WA 98362Date Receive # )� (360) 417-4815 fax(360)417-4711 Permit Data Approved Applicant L16 66 -C Pho e xp y1-7 S--V 3 Property Owner a Phone 4(t-) s� 3 Property Owner's Address /(-Oz- g jc, - �! Contractor Phone Contractor's Address License# Expires E-mail PROJECT ADDRESS Parcel Number Lot Zoning Project Type & Brief Description: ❑ Residential ❑Multi-famlly &Commercial ❑ industrial Check all that apply , New Construction ❑Addition 103 ❑ Remodel r ❑ Repair ❑ Demolition ❑ Re-roof ❑ House ❑ garage ❑ other ❑tear oft& re-roof ❑ lay over one layer ❑ Heat System ❑ Heat pump o wood-burning stove ❑gas fireplace ❑ pellet stove ❑ other ❑Other F1oorAreas Existing(sq. ft.) 'Proposed(sq. ft.) Basement @ 5 per sq. ft. _ $ 1st Floor 2nd Floor 3`d Floor Garage Carport Covered Porch Deck Shed Other TOTAL VALUATION $ L( Total footprint of structures�'�-1$�". sq. ft. T Lot size 4-1.03 �G� -€. = Lot coverage 1�.�-% moo* Site Coverage =the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17.94.135 for exemptions) Site coverage % Max. height of proposed structures I ft. Occupancy group #of bedrooms ` Will a lawn sprinkler system be Installed? y16 Occupant load\ #of full baths Will a fire sprinkler system be installed? V2 Q Construction type #of half baths I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior t in on projects. LO Date_ ll� Print Names_ (Z (_4 a d Signature T:Form—s/Bullding Division/Buil ding permit application poerq,y��{�� BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES For City Use Only: Attn: Building Permit Technician Date Received ill► 321 E. Fifth St., Port Angeles, WA 98362 Permit# (360)417-4815 fax (360)417-4711 Date Approved Applicant `- c.IT GF ,�t kt -c�S Tb(L OALPhone S �� .A-g � Zc C�l1�JSU 2o(P- ;44a, Property Owner �PE1�11�15U( `A �EE�b�g -2Phone ��c�- `E1 1 -.62ZoZ Property Owner's Address ,SomT 1VR-tb� iJ �IJD, ���TAr•► �€s , �8�1o2 Contractor }��� porn, �� Phorie Contractor's Address N A, License # Expires E-mail PROJECT ADDRESS ISaZ �v p4,�cN w�. Parcel Number 0&'301 - 1 o0 0 p - 2 to aao Lot Z Zoning t'F--,F l 00 Cto4 0l cwo Proiect Type &Brief Description: ❑ Residential ❑ Multi-family XCommercial ❑ Industrial Check all that apply XNew Construction ] N ESS �cN t'S2- ❑ Addition ❑ Remodel ❑ Repair ❑ Demolition ❑ Re-roof ❑ House ❑ garage ❑ other ❑ tear off& re-roof ❑ lay over one layer 'Heat System Heat pump ❑wood-burning stove ❑ gas fireplace ❑ pellet stove ❑ other ❑ Other Floor Areas Existing(sq. ft.) Proposed(sp. ft.) Basement @ $ ` per sq. ft. _$ Vt Floor -?7,223 •5 D'O 2nd Floor 3`d Floor Garage Carport Covered Porch Deck Shed Other r TOTAL VALUATION $ Ict S .01 Total footprint of structures 15 t 22 1�, sq. ft. T Lot size sq. ft. = Lot coverage % Site Coverage =the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17.94.135 for exemptions) Site coverage % Max. height of proposed structures ft. Occupancy group A- #of bedrooms Pl A Will a lawn sprinkler system be installed? Flo Occupant load 50 #of full baths _ Will a fire sprinkler system be installed? N O Construction type #of half baths Z- 1 have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. Date ( 12- Print Name1�-t'i L61tU t44-A-1A_ Signat TIorms/Building Division/Bldg Permit.doc a i� 4= e r y � a 3 _ 111 ; 3. 51 . � , 313 PROPOSED FITNESS CENTER . 41 (E) BLDG 'N' GYMNASIUM A UMP PROPERTY LINE IF- /I �J �p �r r� r " , r J r/c r 1 SITE PLAN 1/32" = 1'-0" PENINSULA COLLEGE Fitness Center Schacht asiani architects 1502 East Lauridsen Blvd, Port Angeles WA 98362 02/24/2012 F��7� Ef a 3y 311 4 R.: Eks, - - 3 '- 1" F Q C"J � F � Fv s y F � E - 31� .:3�� PROPOSED FITNESS CENTER x ;' a 00 ❑ w V, ,s z > IEI BLDG 'N' GYMNASIUM m A LSM DOPERTY LINE X43 y y� i r m"� 3 i" SITE PLAN - 1/32" = 1'-0" PENINSULA COLLEGE Fitness Center schacht aslani architects 1502 East Lauridsen Blvd, Port Angeles WA 98362 02/24/2012 Heather Catuzo From: Jean-Claude Letourneau gc@saarch.com] Sent: Thursday, March 15, 2012 1:57 PM To: Heather Catuzo Cc: Sue Roberds; Cheryl Jacobs Subject: RE: PC Fitness Center Heather,Sue, Thank you for the clarification.The following is what we have calculated for the lot coverage for Peninsula College, including the proposed Fitness Center. Total Campus Area: 41.03 acres(1,787,266.8 sf) Total Building Footprint: 195,196.47 sf Coverage: 10.92 Thanks, JC From: Heather Catuzo [maiIto:Hcatuz6(aXityofpa.usl Sent: Thursday, March 15, 2012 1:49 PM To: Jean-Claude Letourneau Subject: FW: PC Fitness Center Hi JC, Please see Sue's response to your question below. Let me know if there is anything else I can do. Regards, Heather Catuzo Building Permit Technician City of Port Angeles--Building Division 321 East 5th Street Port Angeles, WA 98362 (360)417-4817 hcatuzo@cityofpa.us From: Sue Roberds Sent: Thursday, March 15, 2012 12:28 PM To: Heather Catuzo Subject: RE: PC Fitness Center Heather—Of the 32 building permit entries/permits that we have in lazerfiche for the College,only 2 of them reference building site area. With the advent of our NPDES permit,the City is required to file a report with DOE as the manager of that permit verifying that site coverage has been documented for permits that we issue. Apparently,we haven't done that for the College. I assume that's partially due to the size of the site and several of those permits are pre NPDES. Don't really know. But they are not exempt and this is as good a time as any to rectify. In lieu of requiring site coverage calculations which would likely require a ground survey at this point,I believe we should at least account for lot coverage,which is much less trouble than site coverage and will at provide a baseline from this point forward for impervious area at the College. Hope this helps. 1 Sue From: Heather Catuzo Sent: Thursday, March 15, 2012 9:53 AM To: Sue Roberds Subject: FW: PC Fitness Center Hi Sue, Please see below. I want to make sure that I was requesting the correct information. Thanks, Heather From: Jean-Claude Letourneau [mailto:jc@saarch.com] Sent: Thursday, March 15, 2012 9:48 AM To: Heather Catuzo Subject: PC Fitness Center Hi Heather, Pertaining to Sue's request for the total footprint of buildings on campus relative to the total campus area;we are having to create this information from scratch which means we've never submitted this information to the City before. I just wanted to make sure I understood the request correctly.Typically we provide the proposed building footprint as the 'footprint of structure' and the lot size is determined by the assumed property line of the immediate site, as shown on our site plan, and as required by IBC. I am happy to provide the information, it is just taking us longer since we have never provided this information previously. Please confirm this is what you need. Thank you, JC Jean-Claude Letourneau AIA cSBA,LEED AP BD+C Associate schacht I aslani architects, p.c. 901 Fifth Avenue Seattle,WA 98164 (206)443-3448 tel (206)443-3471 fax www.saarch.com 2 schacht aslani architects I transmittal TO: Sue Roberds VIA Planning Manager ❑ FAX TOTAL NO. OF PAGES City of Port Angeles ❑ MAIL 321 E. 5th St. ❑ COURIER Port Angeles, WA 98362 ® HAND DELIVERY ❑ HARD COPY TO FOLLOW DATE: 2 March 2012 RE: Peninsula College FITNESS CENTER Building Permit Application/Submittal Enclosures Date Copies Description March 1, 2012 1 Building Permit Application Feb 24, 2012 3 full size Permit Submittal dwgs: One set is wet-stamped and signed 2 81/2 x 11 Site Plan 2 Specifications Sections: - 078400—Penetration Firestopping - o84113—Fire Rated Alum Frame Entrance&Storefront 2 Structural Calculations 2 Storm Drainage Report 2 Energy Code Compliance Forms: (ENV-SUM) Remarks Hi Sue, Please see enclosed all the information requested for the Fitness Center permit submittal. Let us know if you have any questions. Please note that the Mechanical,Electrical,&Fire Protection submittals will be done at a later date. Sincerely J-C by:JC Letourneau cc: File Smith Tower tel 206 443.3448 506 2^1 Ave,Suite 700 fax 206 443.3471 Seattle,WA 98104 saarch@saarch.com 1 3 3'a r ,s � N s k ! t S } F 3 P 4 150 :,, 1502fi E. t 1502 ,. i + 1502 � '� t � x � t; 1502 t _ d4�.« 3 a='� 'aG "� �� �t'i➢.. e '' �a.� ^:'..€r' -s _� � 3m�c S'` �t1.5�,�. ±—,: �? Y'iF.� F,�'F�l tl x :. � '»�`� •E � a 'm'i;u .'3i, �15Q2 1502 3 3 I 4 k 4 y , , r _ a A ! , , s 'aY° A. Multimedia Resources/ Smoking Boardroom Area B. Libra Media Center Library {^ C. Administration Building: Business Office/Faculty Offices! Foundation/Human Resources D. Student Services Center; Advising/AdmissionslTesting/ \ � Financial Aid/Registration/Office of VP for Student Services! �' Running Start/Services for Students with Disabilities) //� CO Veterans'Services/Multicultural � � ; STs 1 s Services/WorkFirst �' /"/ q �^ ;'j /` \�✓ i E. Maier Hall: -MAIN p ��( \ r !\ ^\ 5" ^9 \ ENTRAN B, \ "��� � �� Humanities/Social Sciences/ _ Business/Mathematics! NNNN Computer,Math,and Writing �Qos \� ��� � \ Labs/Basic Skills/Art/ `SSS•' ' (� / i /^�' _ Cenfei \' Performance Hall/Faculty Offices J. Pirate Union Building(PUB): Little Theater/Fine Arts/ qyf \\ yS�G� Bookstore/ASC Office! \�O Smoking � ��zp "O"Z, International Student and Facultya��4V Services/Upward Bound/ t` ) Campus Safety L. Information Technology/ \ / 9Y � Disabled Parking Journalism/Nursing/Distance Learnin /WorkFirst Classroom LE. Nursing Extension LH. Longhouse House of Learning M. Science and Technology Building 'A � ,. N. Gymnasium/Educare Center P. University Center1 W11U/CityU Q. Automotive/Welding R. Automotive/Welding Storage PENINSULA T. Maintenance/Shipping-Receiving COLLEGE U. Telecommunications V. Classrooms Schacht I aslenl architects SOfiMF A0S.Mownue s G I)5'CW REFCR IO . '� Fl14MINp fPR C 'I O I �• STATE OF ASHISCTON LW G".Wu1 ll GO', ,u2 2. II;I a 2 Z x OF.OFF UP� IN RISER ! II f TI �,� J it w r Lu I� --- _--- - � --- — - — ')s—.�•> — Jura)-- —�B �-9m_O J 1 REFFA To CML z276 au.FOR COW. ,/•d I w 19 Plumbing Plan � `J o NUMBERED NOTES .- OF U$"RCIN1Cf0 PRESSURE YLNn01v PREYENICR MJI10 W-100-R.JUM 0)'ArF. ;.wsr•FLACK+KURTZ O Z'VEm FFOY rR-Y .. O N.1 ZURx Z.ISB. Principol 1rG I x ed GG wAu. PLUMBING FIXTURE SCHEDULE preie=t,dMNeyer xr © GUY GREY—IRwy1 6oY w/Yr'hw'd Cw d x'SM'd v. Drawn By CONNECTIONS Feviewetl By C J'RU d OFFR'Po1C.UP TO]'PO d DAD,20M2-IrS. JOG No.1005 LUJiK Fl%lUAE DE%RIMN W V T- CW NYI RE—R Fevisions: )'RW MN CONN.r0 EIB:STORY PWN.RERR TO CML G-05 FOR LOIRMWDDN. O9 GORm SPGR NOZZLE 1DRN Z-199. DF-1 ORB✓wINL fwmN.v DOUBLE FOU-N,dOA I-1/1' 1' i-I/x' t/]' - PRICE wrtx WTgNAL—1FRIER. IOD )"ftO 8 3'ORO pN IN WALL W/1$'RSUTADOx W/ASI. L-I V 707 WALL..T..AOA I-I/Z' -/1' i_1/x• — 1/x' 1/x' FmcNiKuN COMPUW0N SiEET WC-I WAECR ttOSET WwLL MOURTUD,PDA 2' - Gesc/pl State Pr jen w201D2]3 pll( TDru DDMEsnc uNlr cauNT 24 FEBRUARY FU 2012 No. loml cW N xw Fu nw yph s<„er N rem, ELECTRIC WATER HEATER SCHEDULE PERMIT of per Fmure per TDlcl CW per TDRF NW per Total NW Serer F-11 Type Fi.lures Fi.ture Urcts nxture Ns n+lure N's nxlure 9ph LLture N's OraEL£CTMGL SET Mo.Il.,-2 J 0 p 0 0 0 0 0 0 2 6 Electric voter Cooler 1 075 075 075 0.75 0 0 0 0 0.5 0.5 v0.uuE NFATING CMAGtt RESSURE Rwil ovotory^courier t 2 0.75 1.5 075 1.5 6 12 1 12� DESIRUMx RWUfwCTURFR LOCATION SFR.eCC (pYyEp�l IYBHI (PS,G) NUYBEF OF vpIT-/ Plumbing Plan Rv- trYD 1 K- 1 5 1.5 1.125 1.125 1.125 1.125 20 20 J CI£NENIs hW(GCrv) F.w(T01w1) PH�E R-S n,Ipwkry 1.5 1.5 1.125 1.125 1.115 1125 10 ZO 2 3 6 2D apJ EwHb SYEH OSE-50 U1WIY DON HY 50 51 I50 IS x0A/) P1 .1 0 0 0 0 4 12 0 ]5 D 605 0 975 0 92 0 rl Lund client YO�- � STRUCTURAL ENGINEERING subject jate sheetno -/2-4/z (,4�X� a o 4 ck'o Irj C� ►� 2 / ��)Z�� I(o �7 �n �. Is 113 G 230 5, 2 . 3 4- rC, s U•U00 hX �r e�o..o l-�.©�- y�,�..�� ;?-,� �, ��,:�:, Vic;. •� _.��c�►�' S��-u�.� ` oq- d�aP A LUM project page no. .. , Lund... STRUCTURAL ENGINEERING sect L :;t-ut,,,-A 27/ 5 elno. 7/1 .r V 1 ,-7) t ,5 30 V w VY ce- Ce- ,5Q � IGp 4' W �L7 �/ti1j4�1 (' ✓ (/L d :�`, � �—e�s.7 v i f'D 1li.^ifs I,-c O 7 ,5 ��-�-� S�� �'�� �.�L► �-s ---- �5�1 � �3 tau � �,��� I projectnu page n - diem Lund_ __ STRUCTURAL ENGINEERING 4ject date- no, ry r 1 \ USS- 1rz:l lvL ` projectG :�,�� page no cl ien Lunde STRUCTURAL ENGINEERING subject date sheet no. o ,,-�, MoT fes= M2 _ - 1G v ►�� _ C�.S ') + 10,7 ice') - � ;. sem_ /Rio ` z, q Way( k+(1.115) 4. sir Y 2 0 x 12 project PG he Kt c c bq page n� Lundclient rn� l S STRUCTURAL ENGINEERING subject Lei date sheet no, 31g cvu �l S �Vv- i e, h �r U, _ -7, =� ell'_. SSD d 5w. 20 �S r 44 43� 2lf 0 NO S LUt17 e, d Ile A v e- 0 r'S = M ort — , (o Mrz Title Block Line 1 Title: Job �— You can change this area Engineer: using the'Settings'menu item Project Desc.: and then using the'Printing& Project Notes: Title Block'selection. Title Block Line 6 Pflnted:27 FEB 2012,519PM ASCE 7-05 Sect 6.4, MWFRS:Sim Ilfled Forces File:c:WserslMerjorielDocumentslENERCALCDataFileslpcwellness.ec6 p ENERCALC,INC.1963-2011,Build:6.12.01.12,Ver,6.12.01.12 rri, r rr - • Description: Wind Analytical Values Calculations per ASCE 7-05 V:Basic Wind Speed per Sect 6.5.4&Figure l 100.0 mph Roof Slope Angle 10 degrees Occupancy per Table 1-1 II All Buildings and other structures except those listed as Category I,III,and IV Importance Factor per Sect.6.5.5,&Table 6-1 1.00 Exposure Category_per 6.5.6.3,.4&.5 Exposure C Mean Roof height 13.00 Lambda:per Figure 6.2,Pg 40 1.21 Effective Wind Area of Component&Cladding 10.0 f'12 Net design pressure from table 1609.9.2.1(2)&(3)interpolated by area. Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 10.0 psf Topographic Factor KA per6.5,7,2 1.00 Design Wind Pressures _ Minimum Additional Load Case per 6.4.2.1.1=10 PSF on entire vertical plane Horizontal Pressures.,. Zone: A = 21.66 psf Zone: C = 14.40 psf Zone: B = -10.00 psf Zone: D = -10.00 psf Vertical Pressures... Zone: E = -23.11 psf Zone: G = -16.09 psf Zone: F = -14,04 psf Zone: H = -10.77 psf Overhangs... Zone: Eoh = -32.31 psf Zone: Goh = -25.29 psf Component&Cladding Design`Wind.Pressures,_ Minimum Additional Load Case per 6.4.2.1.1=10 PSF on entire vertical plane Design Wind Pressure=Lambda*Kzt'Importance'Ps30 per ASCE 7-05 6.4.2.1 Eq 6-1 _ Roof Zone 1: Positive: 10,000 psf Negative: -21.780 psf Roof Zone 2: Positive: 10.000 psf Negative: -36.542 psf Roof Zone 3: Positive: 10.000 psf Negative: -54.934 psf Wall Zone 4: Positive: 21,760 psf Negative: -23.595 psf Wall Zone 5: Positive 21.780 psf Negative: -29.161 psf Roof Overhang Zone 2: -31,339 psf Roof Overhang Zone 3: -51.667 psf Lund Structural Engineering LLC Title: Peninsula College Wellness Center Job# I� 206-713-3367 Dsgnr: MAL Project Desc,: Project Notes: Title Block_Line_6 Printed:13 DEC 2010,9:27AM File:c:lDucuinents and SetliV\Omie"DocumentslENERCALC Data Flleslpeninsula.ec6' ASCE 7-05 Seismic Factor Determination ENERCALC,INC.1903-zolo,Ver.6.0.22. 14:89711 Llcen%iR 0 Description: Lateral Analysis , Occupancy Category _ Calculations per IBC 2006&ASCE 7-05 Occupancy Category of Building or Other Structure: "I I":'All Buildings and other structures except those listed as Category I,III,and IV ACSE 7.05,Page 3,Table 1-7 Occupancy Importance Factor = 1 ACSE 7-05,Page 116, Table 11.5-1 . USER DEFINED Ground Motion ASCE 7-05 9.4.1.1 Max.Ground Motions,5%Damping: SS = 1.20 g,0.2 sec response S 1 = 0.50 g,1.0 sec response Site'Class,Site Coeff,and Design Category Site Classification "C":Shear Wave Velocity 1,200 to 2,500 flis = C ASCE 7.05 Table 20.3.1 Site Coefficients Fa&Fv Fa = 1.00 ASCE 7-05 Table 11,4-1&11.4-2 (using straight-line interpolation from table values) Fv 1.30 Maximum Considered Eanquake Acceleration S Ms=Fa'Ss = 1.200 ASCE 7-05 Table 71.4.3 . SM1 =Fv"S1 = 0.650 Design Spectral Acceleration S DS=S MS"213 = 0.1300 ASCE 7-05 Table 71.4-4 -SD1=S Ml 213 = 0.433 Seismic Design Category = D (SDI is most severe) ASCE 7-05 Table 71.6.1 Resisting SvStern _.__. ASCE 7-_05 Table 12.2_-1 Basic Seismic Force Resisting System..,:~ Bearing Wall Systems Light-framed walls sheathed wlwood structural panels rated for shear resistance or steel sheets. Response Modification Coefficient "R" = 6.50 Building height Limits: System Overstrength Factor "Wo" = 2,50 Category"A&B"Limit: No Limit Deflection Amplification Factor "Cd" = 4.00 Category"C"Limit: No LimitCategory"D"Limit: Limit=65 NOTE!See ASCE 7-05 for all applicable footnotes. Category"E"Limit: Limit=65 Category"F"Limit: Limit=65 Redundancy Factor ASCE 7.05 Section 12.3.4 Seismic Design Category,of D,E,or F therefore Redundancy Factor"p"=1.3 Lateral Force Procedure ASCE 7-05 Section 12.6 Equivalent Lateral Force Procedure ltie"EquiOalentl_aieFsl Fdfce.Procedure"is being used according to the provisions pf ASGE 7-65.12:8 Determine Building Period _ y use ASCE 12.8-7 Structure Type for Building Period Calculation: All Other Structural Systems "Ct"value = 0.020 "hn":Height from base to highest level = 12.0 ft 'x"value = 0.75 "Ta"Approximate fundemental period using Eq.12.13-7 : Ta=Ct"(hn^x) = 0.129 -sec "TIL":Long-period transition period per ASCE 7.05 Maps 22-15 >22-20 8.000 sec Building Period"Ta"Calculated from Approximate Method selected = 0.129 sec " Cs" Response Coefficient _ _ ASCE 7-05 Section 12.13.7.1 S DS:Short Period Design Spectral Response = 0.800 From Eq.12.8-2, Preliminary Cs ~- _ _7 0.123 "R";Response Modification Factor = 6.50 From Eq.12.8.3&12.8-4,Cs need not exceed 0:517 "I":Occupancy Importance Factor - 1 From Eq.12.8-5&12.8.6, Cs not be less than - 0.010 User has selected ASCE 12.8.1.3:Regular structure, Cs:Seismic Response Coefficient = S D4(R/1) Less than 5 Stories and with T<<=0.5 sec, SO Ss<=1.5 for Cs calculation project bq page no cl ier� �� ►2 Lund. STRUCTURAL ENGINEERING subject LQ, date�ZS� cet no, � 2�3i� -l og X 3c� -- 3120 �'t 11 wa 4r'brcGfG �p 12 ' -1 Gl M a �s Yv 3IZo w� 6'2'x 2,.1n -E�a 2 3 (.vJ "�.. o, 23 C 1 ZO) = ll-,7 k k. F project Lund STRUCTURAL ENGINEERING 5U iec� pi��e 5 � Ylo. ZQa -T-/ Ile 3'Pi, �ws +.z e--p-4 r, I17 ori L � - Al i i 5S -zoo S �7 / 41 C-I �%�� Title Block Line 1 Title: Job# 10 You can change this area Engineer: using the"Settings"menu item Project Desc.: and then using the"Printing& Project Notes: Title Block'selection. Title Block Line 6 Pnnted:27 FEB 2012,5:24PMF'i . r l .CwceE^vNEaRryG6riLCoiIcNu .es83ENZOERinLdCdDaa20ile;1pWleec6nssSteel Column Ve2.01.122 6 .' 0.06• - • Description: Post General Information Calculations per AISC 360.05,IBC 2009,CBC 2010,ASCE 7.05 Steel Section Name: HSS4X3X114 Overall Column Height 12.0 ft Analysis Method: Allowable Stress Top&Bottom Fixity Top&Bottom Pinned Steel Stress Grade Fy:Steel Yield 46.0 kst Brace condition for deflection(buckling)along columns: E:Elastic Bending Modulus 29,000.0 ksi X-X(width)axis:Unbraced Length for X-X Axis buckling=12 ft,K=1.0 Load Combination: 2006 IBC&ASCE 7-05 Y-Y(depth)axis:Unbraced Length for Y-Y Axis buckling=12 ft,K=1.0 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included:125.75 lbs'Dead Load Factor AXIAL LOADS... Axial Load at 12.0 ft,Xecc 1.000 in,D=2.0,S=4.0 k BENDING LOADS... Lat Point Load at 9.0 It creating Mx-x,W=1.10 k DESIGN SUMMARY _ Bending&Shear Check Results _ PASS Max,Axial+Bending Stress Ratio = 0.3450 :1 Maximum SERVICE Load Reactions.. Load Combination +D+0.750L+0.750S+0.75OW Top along X-X 0.04167 k Location of max.above base 9.020 ft Bottom along X-X 0.04167 k At maximum location values are... Top along Y-Y 0.8250 k Pa:Axial 5.126 k Bottom along Y Y 0.2750 k Pn I Omega:Allowable 28.342 k Maximum SERVICE Load Deflections... Ma-x:Applied 1,844 k-ft Mn-x/Omega:Allowable 8.746 k-ft Along Y-Y 0,2705 in at 6.765ft above base Ma-y:Applied -0.3132 k-ft for load combination:W Only. Mn-y I Omega:Allowable 7.162 k4t Along X-X -0.0710 in at . 7.007ft above base for load combination:D+S PASS Maximum Shear Stress Ratio= 0.03245 :1 Load Combination +D+W Location of max.above base 9.020 It At maximum location values are... Va:Applied 0.8250 k Vn/Omega:Allowable 25.423 k Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination _ Stress Ratio Status Location . Stress Ratio Status Location +D. 0.075 PASS 0.00 ft 0.001 PASS 0.00 ft +D+S 0.278 PASS 11.92 ft 0.002 PASS 0:00 ft +D+0.750L+0.750S 0.181 PASS 0.00 ft 0.002 PASS 0.00 ft +D+W 0.336 PASS 9.02 ft 0.032 PASS 9.02 ft +D+0.750Lr+0.750L+0,750W 0.266 PASS 9.02 It 0.024 PASS 9.02 ft +D+0.750L+0.750S+0,750W 0.345 PASS 9.02 ft 0.024 PASS 9.02 ft +D+0.750L+0.750S+0.5250E 0.181 PASS 0.00 ft 0.002 PASS 0.00 ft +0.60D+W 0.314 PASS 9.02 ft 0.032 PASS 9.02 ft Maximum Reactions-Unfactored Note:Only non-zero reactions are listed. X-X Axis Reaction T Y-Y Axis Reaction _ Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base D Only 0,014 _ 0.014 k k 2.126 k S Only 0,028 0.028 k k 4.000 k W Only k -0.275 0.825 A k D+S 0.042 0.042 k k 6.126 k D+W, 0.014 0.014 k -0.275 .0.825 k 2.126 k Maximum Deflections for Load Combinations -Unfactored Loads _ Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only -0.0237 in 7.007 it 0.000 in 0.000 ft Title Block Line 1 Title:` Job# You can change this area Engineer: using the'Settings'menu item Project Desc.: and then using the"Printing& Project Notes; Title Block'selection. Title Block Line 6 __ _ Hnied:27 FEB 2012,5:23PM Wood Beam File:c:tUsemV&gorielDocumentslENERCALC Data Filestpc wellness.ec6 ' ENERCALC,INC.1983-2011,Build:6.12.01.12,Ver6.12.01.12 0.00• • Description; H6 Material PropertiesCalculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 Analysis Method: Allowable Stress Design_ Fb-Tension 2,400.0 psi E:Modulus of Elasticity Load Combination 2006 IBC&ASCE 7-05 Fb-Compr 1,850.0 psi Ebend-xx 1,800.Oksi 'Fc-Prll 1,650.0 psi Eminbend-xx 930.Oksi Wood Species : DF/DF Fc-Perp 650.0 psi Ebend-yy 1,600.Oksi Wood Grade :24F-V4 Fv 265.0 psi Eminbend-yy 830.Oksi Beam Bracing Completely Unbraced Ft 1,100.0 psi Density 32.210 pcf : W(0.11) 7.50 X 5.125 Span= 10.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: W=0.110, Tributary Width=1.0 ft DESIGN SUMMARY 11111M am• • Maximum Bending Stress Ratio = 0.2091 1 Maximum Shear Stress Ratio = 0.075 : 1 Section used for this span 7.50 X 5.125 Section used for this span 7.50 X 5.125 fb:Actual = 502.56psi fv:Actual = 19.75 psi FB:Allowable = 2,400.00psi Fv:Allowable = 265.00 psi Load Combination +D+W+H Load Combination +D+W+H Location of maximum on span = 5.000h Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Upward L+Lr+S Deflection 0.000 In Ratio= 0<360 Max Downward Total Deflection 0.165 in Ratio= 728 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations _ Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C r Cm C t CL M Fb Fb V fv Fv +D+W+H 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.209 0.075 1.000 1.000 1.000 1.000 1.000 1.000 1.38 502.56 2400.00 0.51 19.75 265.00 +D+0.750Lr+0.750L+0.750W+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.157 0.056 1.000 1.000 1.000 1.000 1.000 1.000 1.03 376.92 2400.00 0.38 14.81 265.00 +D+0.750L+0.750S+0.750W+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.157 0.056 1.000 1.000 1.000 1.000 1.000 1.000 1.03 376.92 2400.00 0.38 14.81 265.00 +0.60D+W+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=10.0 it 1 0.209 0.075 1.000 1.000 1.000 1.000 1.000 1.000 1.38 502.56 2400.00 0.51 19.75 265.00 _ Overall Maximum Deflections-Unfactored Loads Load Combination Span Max."'Defl Location in Span Load Combination - Max.'+"Defl Location in Span WOnly 1 0.1647 5.050 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXIMUM 0.550 0.550 _ Title Block Line 1 Title: Job# You can change this area Engineer:. using the'Settings'menu item Project Desc.: and then using the'Printing& Project Notes Title Block"selection. Title Block Line 6 Pdntea:v FEB 2012,5:25PM File:c:lUserslMarjorielDocumenlslENERCALC Data Fileslpc wellness.ec6 Wood Beam ENERCALC,INC.1983.2011,Build:6.12.01.12,Ver.6.12.01.12 KW-06004202 • • Description: H4 Material Propertles Calculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 Analysis Method: Allowable Stress Design Fb-Tension 2,900.Opsi E:Modulus of Elasticity Load Combination 2006 IBC&ASCE 7-05 Fb-Compr 2,900.0 psi Ebend-xx 2,000.0 ksi Fc-Prll 2,635.0 psi Eminbend-xx 2,000.0 ksi Wood Species : RedBuilt Fc-Perp 750.0 psi Wood Grade ; RedLam LVL Beam/Joist Fv 285.0 psi Ft 1,660.0 psi Density 32.210 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0 02) S(0 04) • \ 2.5x14 Span = 15.0ft Applied Loads Service loads entered. Load Factors will be applied for calculations. r Beam self weight calculated and added to loads Uniform Load: D=0.620, S=0.040, Tributary Width=1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.097. 1 Maximum Shear Stress Ratio = 0.065 : 1 Section used for this span 2.5x14 Section used for this span 2.5x14 fb:Actual = 280.31 psi fv:Actual = 18.53 psi F`13:Allowable = 2,900.00psi Fv:Allowable = 285.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 7.500ft Location of maximum on span = 13.875 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.040 in Ratio= 4481 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.068 in Ratio= 2642 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M _ V C d C FIV C r C m C t C L M to Fb V N Fv - 0.00 0,00 0.00 0.00 Length=15.0 ft 1 0.040 0.027 1.000 1.000 1.000 1.000 1.000 1.000 0.78 115.01 2900.00 0.18 7.60 285.00 +D+S+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=15.0 It 1 0.097 0.065 1.000 1.000 1.000 1.000 1.000 1.000 1;91 280.31 2900.00 0.43 18.53 285.00 +0+0.750L+0.750S+H1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=15.0 ft 1 0.082 0.055 1.000 1.000 1.000 1.000 1.000 1.000 1,63 238.99 2900.00 0.37 15.80 285.00 +D+0.750L+0.750S-4750W+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=15.0 It 1 0.082 0.055 1.000 1.000 1.000 1.000 1.000 1.000 1,63 238.99 2900.00 0.37 15.80 285.00 +fl+0.750L+0.750S+0.5250E+H 1.000 1.000 1.000 1.000 1:000 0.00 0.00 0.00 0.00 Length=15.0 It 1 0.082 0.055 1.000 1.000 1.000 1.000 1.000 1.000 1.63 238.99 2900.00 0,37 15.80 285.00 Overall Maximum Deflections•Unfactored Loads Load Combination Span Max.''DO Location in Span Load Combination Max.'+"Defl Location in Span D+S - -- 1 0.0681 - 7.575 _ - - - - ----_P 0.0000 0.000 Title Block Line 1 Title: Job# ; You can change this area Engineer: using the'Settings'menu item Project Desc.: and then using the'Printing& Project Notes Title Block"selection. Title Block Line 6 Printed:27 FEB 2D12.9:24AM Wood BeamFile:c:lUserslMariodelDocumenlslENERCALC Data Files*wellness 9c6 ' ENERCALC,INC.,19n201 1,Build:6.12.01.12,Ver.6.12.01,12 0.i0. • Description: H3 Material Properties Calculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 Analysis Method; Allowable Stress Design Fb-Tension 1000 psi E:Modulus of Elasticity Load Combination 2006 IBC&ASCE 7-05 Fb-Compr 1000 psi Ebend-xx 1700ksi Fc-Prll 1500 psi Eminbend-xx 620 ksi Wood Species : Douglas Fir- Larch Fc-Perp 625 psi Wood Grade ; No.1 Fv 180 psi Ft 675 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.22)S(0.38) 4x8 ' Span=6.0 ft Applied Loads_ Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.220, S=0.380, Tributary Width=1.0 ft DESIGN SUMMARY ' • Maximum Bending Stress Ratio 0.8131 Maximum Shear Stress Ratio = 0.473 : 1 Section used for this span 4x8 Section used for this span 4x8 fb:Actual 1,056.70psi fv:Actual 85.12 psi FB:Allowable - 1,300.00psi Fv:Allowable 180.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 3.000ft Location of maximum on span = 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.059 In Ratio= 1218 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.093 In Ratio= 771 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values 'Segment Length Span# M V C d C FN C r Cm C t CL M Ib Fb V' W Fv +D _ 0.00 0.00 0.00 0.00 Length=6.0 ft 1 0.298 0.173 1.000 1.300 1.000 1.000 1.000 1.000 0.99 387.46 1300.00 0.53 31.21 180.00 +D+S+H 1.300 1.000 1.000 1.D00 1.000 0.00 0.00 0.00 0.00 Length=6.0 It 1 .0.813 0.473 1.000 1.300 1.000 1.000 1.000 1.000 2,70 1,056.70 1300.00 1.44 85.12 180.00 +D+0.750L+0.7508+H 1.300 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=6.0 ft 1 0,684 0.398 1.000 1.300 1.000 1.000 1.000 1.000 2.27 889.39 1300.00 1.21 71.65 180.00 +D+0.750L+0.750S+0.750W+H 1.300 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=6.0 ft 1 0.684 0.398 1.000 1.300 1.000 1.000 1.000 1.000 2.27 889.39 1300.00 1.21 71.65 180.00 +D+0.750L40.750S+0.5250E+H 1.300 1.000 1.000 1.000 1.000 0.00 0,00 0.00 0.00 Length=6.0 It 1 0.684 0.398 1.000 1.300 1,000 1.000 1.000 1.000 2.27 889.39 1300.00 1.21 71.65 180.00 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.'-'DO Location in Span Load Combination _ Max.'+'DO Location in Span p+S - �� - -1 0.0933 _ 1030 - 0.0000 - -__-0.000 Title Block Line 1. Title: Job# You can change this area Engineer: using the'Settings'menu item Project Desc.. and then using the'Printing& Project Notes Title Block'selection. Title Block Line 6 Nnled.27 FEB 2012,920AM Wood Beam File:c:WsersWarlodelDocumentslENERCALC Data Fileslpc wellness.e-6 ' �.��, _;. ENERCALC,INC.19832011,Build:6.12.01.12,Ver.6.12.01.12 • &EVERTON Description: H2 . Material Properties ^�` Calculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 Analysis Method: Allowable Stress Design Fb-Tension 2400 psi E:Modulus of Elasticity Load Combination 2006 IBC&ASCE 7-05 Fb-Compr 1850 psi Ebend-xx 1800 ksi Fc-Prll 1650 psi Eminbend-xx 930 ksi Wood Species : DF/DF Fc-Perp 650 psi Ebend-yy 1600ksi Wood Grade :24F-V4 Fv 265 psi Eminbend-yy 830 ksi Ft 1100 psi Density 32.21 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling D(0.23) S(0.38) 5.125x7.5 Span = 10.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.230, S=0.380,.Tributary Width=1.0 ft DESIGN SUMMARY - . 4 Maximum Bending Stress Ratio = 0.7931 Maximum Shear Stress Ratio = 0.395 : 1 Section used for this span 5.125x7.5 Section used for this span 5.125x7.5 fb:Actual = 1,904.39psi tv:Actual = 104.74 psi FB:Allowable = 2,400.00psi Fv:Allowable = 265.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 5.000111 Location of maximum on span = 0.000ft Span#where maximum occurs Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.266 in Ratio= 451 . Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.427 in Ratio= 281 .Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C r Cm C t CL M Ib. Fb V N FV +0 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.299 0.149 1.000 1.000 1.000 1.000 1.000 1.000 2,88 718.05 2400.00 1.01 39.49 265.00 +D+S+H 1.000 1.000 1.000 1.000 1,000 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.793 0.395 1.000 1.000 1.000 1.000 1.000 1.000 7.63 1,904.39 2400.00 2.68 104.74 265.00 +D+0.750L+0.750S+H 1,000 1.000- 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.570 0.334 1.000 1.000 1.000 1.000 1.000 1,000 6.44 1,607.80 2400.00 2.27 88.43 265.00 +D+0.750L+0.750S+0.750W+H 1.000 1.000 1.000 1.000 1,000 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.670 0.334 1.000 1.000 1.000 1.000 1.000 1.000 6.44 1,607.80 2400.00 2.27 88.43 265.00 +040.750L-10.75OS+0.525OE4H 1.000 1.000 1.000 1.000 1.000 0.00 0.00, 0.00 0.00 Length=10.0 ft 1 0:670 0.334 1.000 1.000 1.000 1.000 1.000 1.000 6.44 1,607.80 2400.00 2.27 68.43 265.00 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.'"Deo Location in Span Load Combination _ Max."+'Defl Location in Span y D+S ��� 1 0.4266 5.050 _ 0.0000 - 0.000 Title Block Line 1 Title: Job# You can change this area Engineer: using the"Settings"menu item Project Desc.: and then using the"Printing& Project Notes Title Block"selection, Title Block Line 6 Printed:27 FEB 2012,9:18AM [Stool Beam File:c.WserslMa4ofia0wumentMENERCALC Data Fileslpc wellness.e6 ENERCALC,INC.19n2011,Build:5.12.01.12,Ver:6.12.01.12 , 0.0i• ■ &EVERTON Description:. H1 Material Properties Calculations per AISC 360.05,IBC 2009,CBC 2010,ASCE 7.05 Analysis Method: Allowable Stress Design Fy:Steel Yield: 46.0 ks► Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis_Bending Load Combination 2006 IBC&ASCE 7-05 D(0.4)L(0.7) s Span 6.60 ft HSS6X4X1/4 Applied Loads Service loads entered..Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.40, L=0.70 k/ft, Tributary Width=1.0 ft. DESIGN SUMMARY ■ • Maximum Bending Stress Ratio = 0.310: 1 Maximum Shear Stress Ratio= 0.090 : 1 Section used for this span HSS6X4X114 Section used for this span HSS6X4X114 Mu:Applied 6.074 k-ft. Vu :Applied 3.681 k Mn I Omega,:Allowable 19.580 k-ft Vn/Omega:Allowable 40.826 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 3.300ft Location of maximum on span 6.600 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.050 in Ratio= 1593 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.079 in Ratio= 999 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios -` Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Dsgn.L= 6.60 ft 1 0.116 0.034 2.26 2.26 32,70 19.58 1.00 1.00 1.37 68.18 40.83 +D+L+H Dsgn.L= 6.60 ft 1 0,310 0.090 6.07 6.07 32.70 19.58 1.00 1.00 3:68 68.18 40.83 +D+0.750Lr+0,750L+H Dsgn.L= 6.60 ft 1 0.262 0.076 5.12 5,12 32.70 19.58 1.00 1.00 3.10 68.18 40.63 +D+0.750L+0.750S+H Dsgn.L= 6.60 ft 1 0.262 0.076 5.12 5.12 32.70 19.58 1.00 1.00 3.10 68.18 40.83 +D+0.750Lr+0.750L+0.750W+H Dsgn.L= 6.60 ft 1 0.262 0.076 5.12 5.12 32.70 19.58 1.00 1.00 3.10 68.18 40.83 +0+0.750L+0.750S+0.750W+H Dsgn.L= 6.60 ft 1 0.262 0.076 5.12 5.12 32,70 19.58 1.00 1.00 3.10 68.18 40.83 +D+0.750Lr+0.75OL 40.5250E+H Dsgn.L= 6.60 ft 1 0.262 0.076 5.12 5.12 32.70 19.58 1.00 1.00 3.10 68.18 40.83 +D+0.750L+0.750S+0.5250E+H Dsgn.L= 6.60 ft 1 0.262 0.076 5.12 5.12 32.70 19.58 1.00 1.00 3.10 68.18 40.83 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.'-'Deft Location in Span Load Combination _ Max."+°Defl Location in Span �- 1 0.0000 -� 0.000 - -- - 0.0000 0,000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.681 3.681 D Only 1.371 1.371 L Only 2.310 2,310 D+L 3.681 3.681 project page no. Lund cl leaf _ STRUCTURAL ENGINEERING 5Ubject ate 5 ect no L.7- , o& � d . . JJK, 97r: LVL- v cu, . fps Z Z 104= l✓�, �. ! ' r �'� Ind 2: up,� r IL project pie no; c fent �J Lund STRUCTURAL ENGINEERING 5Uject atC 5 CA no. too . 44 1 45 g9 Y\ 3 Seel HA l- _ ,N� lu Z I , I �. . E 6v\ P�o FT �_ G Hoz L5 C=)/a >e 7,S N -3 L = �01 project P C Wd I Hass C'-r bq page no. client H A-L 2 Lund STRUCTURAL ENGINEERING Subject �oa d/S go„_ I'O+� ate sheet no v o �- W Sic le- -2- Peninsula College, Wellness Center Table of Contents SECTION PAGE General 1 -:2 Gravity design 3-10 Geotechnical Report Summary 11 Lateral Design 12-15 Footings 16- 17 Diaphragm 18- 19 BUILDING CODES: • 2009 Washington State Building Code SCOPE : Structural work includes new structure for weight`room. Soils investigation has not been performed for this project and information from an adjacent building on campus is used for design. COPYRIGHT:- - The calculations, sketches and notations contained herein are not a part of the Contract Documents and any seal upon these documents only represents that they were prepared under the supervision of Lund Structural Engineering LLC. These calculations, sketches and notations are only an instrument for the sole use of Lund Structural and are not to be used by any other party. If copies are provided to Building 'Regulation Agencies they are for the purpose of showing general criteria used for design. Copyright©2012 Lund Structural Engineering LLC, All Rights Reserved 2/27/2012 Peninsula College, Fitness Center 1502 East Lauridsen Blvd Port Angeles, WA 98362 Schacht Aslan! Job # 1005 of W06,NG� O 2,1502V f ucs`� . February 24, 2012 Prepared By: Marjorie Lund L.IIN, ) .SMUCTI/RAL 15921 91St Avenue SW Vashon, WA 98070 (206) 713-3367 u IV—I—CALF 1_11VIVY vvvc vun 1IAucinGC FuiiiIJ Ful,viumubiuCnUal an❑MWDiamny. • 11 I RMIT-1.1 WeYoTMONTMMI lo 2009 Washington State Energy Code Compliance Forms for Nonresidential and•Multifamily Residential ' "' Revised February 2011 Project Info Project Address Peninsula College Date,, 3/1/2012' 1502 East Lauridsen Blvd For Building Department Use Port Angeles, WA 98362 Applicant Name: `Schacht Aslani Architects n•behalf ofsPeninsula Col Applicant Address: 901 5th Avenue; Suite'2720 Seattle WA 98164 ' Applicant Phone: 206-443-3448' Project Description ❑ New Building ❑Addition ❑Alteration ❑Change of Use Q Prescriptive ❑ Component Performance ❑Seattle EnvStd Compliance Option p (See Decision Flowchart(over)for qualifications) ❑ Systems Analysis Occupancy Group O Nonresidential O Multifamily Residential Climate Zone Climate Zone 1 0 Climate Zone 2 (See WSEC 302.3 for county list) Fenestration Area Total Fenestration Calculation (rough opening)' Gross Exterior These fenestration and wall values are (vertical&overhd) divided by Wall Area times 100 equals %Fenestration calculated per inputs provided in the ENV UA form. In the electronic form X 100 — Z these cells auto-fill and cannot be edited. " Oyes Allowable if project meets all requirements as defined in section 1310.2. Only allowed as Semi-Heated Path prescriptive path and must be calculated separately from other conditioned spaces. Limited to no. reduced wall insulation levels. Requires other fuel heating and qualifying thermostat. Envelope Requirements(enter values as applicable) Envelope Requirements(continued) Minimum Insulation R-values Maximum U-factors Roofs-Insulation Above Deck' Vertical Fenestration: Roofs-Metal Building „ � - Non-Metal Frame, , Roofs-Single Rafter 38.0 Metal Frame Roofs-Attic and All Others Entrance Door 0.74 Walls-Mass Skylights-11Vdhout Curb Walls-Metal Building Skylights- With Curb, Walls-Steel Framed Opaque Doors;Swinging Walls-Wood Framed and Other 21.0 Opaque Doors-!Non-Swinging Floors-Mass Maximum SHGC(or SC) Floors-Steel Joist Vertical Fenestration Floors-Wood Framed and Other 30.000 Non-North 0.27 Maximum F-factors North 0.27 Slabs-on-Grade-Unheated Skylights Slabs-on-Grade-Heated 10.00 Notes: ��(t �� S,°r✓ S ct A0., Zj ;kA o va wi 5e �vr � D ct '�-1 r`Dsq cmce, i wf�UYrrta-�rr>2 CSN ( .0�/� (J U 1 0 �"�� v us srinEs IR MAO wxss W'i� y//�' AAIUCN FIBRIL 10MRE 1 W. 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CATCH BASIN PROTECTION DETAIL 2 NEr me IMm � sTo-� /• xTs -- SIROCME 5 RpIOMD 3 Ii _r—— ——�U_Mc_ -STD—STD T-STD SiD / ' TO TOMs'roQ WINx�Y RTS RRW*AAlEA WAW I PPO Q IRATE a Y 3 I I G dA PRw4¢B Wauxc 3 I I a \ I somTEB y fOORMXI 1 I I. �g m F q£RF1OW(TO BIPAS . Y9WYE5) TESL P�nN 1 w KIEL —T m uu wN !R � �a I 1. A I. mEr wsxts lun To eE-am AT rxE Eeo BF Of.Im. •P 3 I — - I fy m z 10—1 ARE ONLY I BE I—M DRAW OEMCES PEA 1N YANwACTMEOS r �cg ¢ A RUWM,OA110XS wiCH BA9N YAE1 INSERTS ARE NOr N BF wsTALLtO w aIRB NETS r 6 > MIEf w5IXT5 9Ull N M�FCIm YFl uNNLMIFD NEN A I/i wpl RNN ACCIMIAAI6 sfpYFN12w,M.-m LACE INSFAr WEN NWT K THE 1■ uk wi0 Wx. OP UPA. WT IXSERR 91ALL BE wsrAPWOR —1 IND WAND ACTINtt, pI T nArENNOF'A NEM.. N sE00EN1—BE IEYOKO FRdI ME UWT WRIT IT BT WEs NAIf N B. MOMENT RFWIVm SNALL BE AC@PL9R0 BY NMONNO ME NEi MSFAiS FYPfiTNG, i S ) SAO NW RFNSRRNO It INTO OIE GTIH BASM. Z) 0 0 0 0 0 INLET PROTECTION DETAIL 0; Nrs 3 ANSAN ~. I NTN k ff Appendix D Temporary Erosion and Sediment Control Plan - t r Peninsula College Storm Drainage Report Appendix D m0 UCP—, [OxiRA6'tOR t0 RW�£IdiY vilest Euv4nar et NE ENsnxc vWxts v mXxEctxW aeon ro E.x WT NSO / JftQ, EOxS11NOIRtX. 348 cP 45 a / �'�� ro mxsmicmio�v9mam aacR WTR R TR WTR W7R—WTR T T WTR—WTR o •�< 50E L 31-6'1 3 4.1 • �p3 CORNABY CENTER 4 98 6"f343 p MWE 6 T. P _ •,y� Z 34.03 6"P1 S %1.]6(N 180 ssov UGP E=316.N P �UG GP� mm of S` .•ma b9 U� � � UOp\ rR 346.07 48.95 3 43 3"PLS N45'W m0 I N IIEHJ i I I.•• . o0 N BLD02 3 i i o 0 vRomE t arutom ~ e E�"1 mE=i® a I i W3EE mINIC Fql @ n ]IEm / j _ CMMCIIde ro E1E ROOF If- 11(C NM. —S) OOM19OUi IE. (6 S)N /I 3 nI FOW I E.%3.W X) E•N)6> ( E-%1.11(P F � e 3 el BLD017 { EX FF=349.40 E _ ( I FF=349.40 b E:313ss( "n cci E�Y0.31 < B I E•x.Em( s1 IE=311.n(Crp 3 a11 VN) l I � `I _ � .i axe � 38�r ,r ski ovy Wx °Nm STO STD STD STD STD S� 0'm a x9x IE-xfi�2(f p 7.69 8"P E.4 8" _0644 \� 4IEE•Naaaggq333(C 6) l W 0 e _ —— caxXEct to EI.s'smW '.Oy 6"CNC E IE_W. (6'E) 7.3 4"CIF W I G m y SEE NOTE t. i �C 1�' I BLDG"N" 345.78 TOP) 9 e a KJ ATHLETICS GYMNASIUM 77135 SQ.FT. r � e r sow I v ¢ Q APING ANO � E•xEfi1 w — z STORM DRAINA(RE 0 pgg Ie / fl� IE-x63O(�� fl WSiNL W EY fi'm aR � RN x9.6 � `I`� EEE xO t. 3 E- B6 1 I2 tE 6'm0�.0I � e' oe F t �( 4.8 1 LS 10' v 5 I 4. 1 lS NS , Ez m /SZO 44 0 2"PL S • 31t.9s SID 3 .56 8"PL STDS7 5p a Sr } •-r— o o o 0 0 0 0/ ,moi 0 89 Appendix C Grading and Storm Drainage Plan Peninsula College Storm Drainage Report Appendix C f CONVEYANCE SYSTEM ANALYSIS AND DESIGN USING THE RATIONAL METHOD Conveyance for 100-year storm Project Name:PC Wellness Center 1 Project Address:Penninsula College Building N Addi lon intensityvalues ' 100-yew= 4.5 in/hr lacabon S=in Area C(1) GA Sum T� la CA Pipe Pipa Area Hyd Rad. n Slope Q, Enough Vr Vi From Ta Name (ac) 6A ( I) (IMv) (e (I) (aQ (a) (tuff) lets) capacity? Ops) 31ps 7 ' Addition root 0.25 0.67 0.17 0.17 5 4.50 0.75 a 0.349 0.157 0.013 0.01 1.21 YES 3.47 VES (1)Runoff coefficient Calwixtion Area I C ImPwlow 1 0.18 0.9 AvengeC= 0.57 P—lws 0.09 0.25 Runoff CosMlolonts(C)for Ranortal Method from TABLE 3.E.1A of 2005 King Coumy Surha WBisr design Manual Land Cmr C Defile forest 0.10 Ugm forest 0.15 Pashue 0.20 L— 0.25 Playgrounds 0.30 Roof 0.90 Cpm ureter 1.00 KPFF Consulting Engineers Job#110369 2/23/2012 .k ff Appendix B Conveyance Calculation Spreadsheet Peninsula College Storm Drainage Report Appendix 8 CHAPTER 5 - STORMWATER Stait.Heire- Does the-site have• Tax See Redevelopment 35%•or more.of Minimum .existing impervious. Requirement$and aoversge7 Flow Chart. . (Figure 3.3). 0 Does the project convert acres or more of-native vegetation to lawn or Does.the.proj f add landscaped areas, or 3,o00.square feet or: convert 2.5 acres or more ow moow- re f nsurfaces? of native vegetation Io• . .pasture? Ygs� Yes 1�1a :Does the projeot have. All.Mitiimam %O00•�iare-feet or more-of nom;-iuplaced.. l . 'Regwrementa.a�ply.to. - plus - the n®w mpervloga Wpervlous.surfaees`? surfmo.aud converted . ; per�rious.sui 'aces: 7�es No Affnimum Does the project-havo Requirem is#1 .lan&dish_ubing through#5 apply to sdtvides of7,000 the new.-and replaced Yes. sgire feet or' ioire? i3npervious surfaces and the land disturbed. See-Manfmum. Requirement#2, Construction StorntWater Pollution Prevention Figure 5.2 Flow Chart-for 6termining Requirements for.'New Development Chapter 5—Stormwater(February 2010) Page 4 of 26 CHAPTER 5 - STORMWATER Will therproject site discharge stormwater either directly.or-indirectly No into an MS4 owned.or operated by the Permittee is not required' Permittee? to apply them Requirements'to the. Yes. 'Yes project. T�tie,Projt:site.exenYpt_aecoxding.to Section 5.01:Q1? :. N0. .-' See Section 5.05 16-P`46'0�t::disoo. .1 am 10'r.more? If the project disluib8'less tl nl ;:acre; sit part of-a Iarger commonplawd. reveltom or'sale? Yes Canthiu..'With figures 5.2 and 5.3 Figure 5.1 Flow Chart for Determining Whether the Nine Minimum Requirements Will Apply Chapter 5—Stormwater(February 2010) Page 3 of 26 k ff Appendix A City of Port Angeles Flow Chart Peninsula College Storm Drainage Report Appendix A k ff MINIMUM REQUIREMENT NO. 2: CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN This project proposes to develop approximately 0.20 acres of area, under the 1 acre threshold for preparing a Construction Stormwater.Pollution Prevention Plan(SWPPP)per the City of Port Angeles Urban Services Standards and Guidelines. The project will prepare a Temporary Erosion and Sediment Control(TESC)plan which includes the use of filter fabric fence,inlet protection,and catch basin protection per Best Management Practices(BMPs). TESC measures will be provided to keep sediment from leaving the site and to minimize erosion. Filter fabric fence will be installed along the construction site perimeter in locations where stormwater may sheet flow off the site. The intent of the filter fabric fence is to intercept sediment-laden runoff before it leaves the site. Catch basin protection will be installed in existing nearby grated catch basins and inlets to prevent sediment from entering the existing storm system. See Appendix D for a TESC plan. MINIMUM REQUIREMENT NO. 3: SOURCE CONTROL OF POLLUTION The 2005 Department of Ecology Manual does not indicate any required BMPs for college campuses. Source control BM Ps for disturbed land areas will be used to prevent stormwater from coming in contact with pollutants. However,the intent is to prevent pollutants used in the construction process from mixing with stormwater runoff to the extent possible. Pollutants from concrete products will be prevented from mixing with stormwater to the extent possible. MINIMUM REQUIREMENT NO. 4: PRESERVATION OF NATURAL DRAINAGE SYSTEMS AND OUTFALLS No new outfalls will be created,by this development. Stormwater will be collected in area drains and catch basins,and then discharged to an existing public storm drainage system. MINIMUM REQUIREMENT NO. 5: ON-SITE STOR'MWATER MANAGEMENT Stormwater runoff from the site will follow the existing discharge pattern. No flooding or erosion impacts are expected as a result of the development. Peninsula College Storm Drainage Report 3 k /uf 2. Existing Drainage e The general topography of the site slopes from south to north,with a total elevation drop of approximately 4 feet across the site. Stormwater runoff from the site sheet flows into the series of catch basins that discharge into the storm drain manhole at the northeast comer of the project site, into the campus storm drainage system which is connected to the City-owned storm drainage system in East Park Avenue.A portion of the roof drainage from the existing Building N also drains to the same campus system. 3. Proposed Drainage Control P g The project does not require detention because the new,plus replaced,Impervious area(4,833 square feet)is less than 10,000 square feet it is also exempt from the water quality treatment requirement because the project will not add any pollution generating surface. See Appendix A for City of Port Anger flow chart CONVEYANCE A new storm drainage system will collect runoff from the site and the proposed building addition and discharge to the City-owned storm system in Fast Park Avenue. The existing storm drainage lines that run underneath the proposed building will be rerouted around the building to connect to the new storm drainage system. Roof downspout on east side of the existing Building N will also be connected to the new system. Conveyance capacity analysis has been performed to check the capacity of the proposed storm drain pipes. See Appendix B for the conveyance calculation spreadsheet. 4. City of Port Angeles — Minimum Requirements ' MINIMUM REQUIREMENT NO. 1: PREPARATION OF STORMWATER SITE PLANS (OFF-SITE ANALYSIS) A grading and drainage plan has been prepared and is included in Appendix C. The project does not require an offsite analysis because the project proposes to add 3,150 square feet of new imperious surface,under the 5,000 square feet threshold for the offsite analysis requirement ' Penlnsufa Storm Drainage Report Z yk f f 1 . Project Overview The proposed project is an addition on the easterly side of Building N at Peninsula College,which is located within the limits of the currently developed campus. See Figure 1, below,for a vicinity map. The proposed construction includes an approximately 3,300-square-foot building addition,sidewalk,new utilities,and the re-routing of existing utilities located in the proposed building footprint of the Wellness Center. The utilities will be rerouted around the proposed building,or will continue under the building. FV� �r s3 rti` ' F.Ke/ 0 � ...��, • '-� - \ 101 �4 g �r�ra � 1 10 s. � r "S( �sth Gy �� F�"Ir c0 h$1 ud :.. U �i5'r N 8f E 4th St Project Site E 5th St E f?ark Ave College `�6?' ` ( ly8n PI Peninsula College n -Wally Siginar Soccer Field 3rantAve o Q Melody Ln mpus Ave E Llnd w aig Ave 'p Village Figure 1: Vicinity Map Peninsula College Storm Drainage Report 1 wk :jO f Storm Drainage, Report February 2012 Prepared for: Peninsula College Prepared by: Aparna Khanal, PE,and Andrew Tran KPFF Consulting Engineers 1601 Fifth Avenue,Suite 1600 Seattle,WA 98101 - (206)622-5822 KPFF Job No. 110369.11 Sc • ��o�wAs� --•- NAL Z�t� ` Peninsula College Storm Drainage Report e Peninsula' Colleg e - Wellness Center Storm Drainage Report February 2012 Consulting Engineers PENINSULA COLLEGE SECTION 084113.13 Fitness Center FIRE-RATED ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 3.6 ADJUSTING A. Adjust door function and hardware for smooth operation. Coordinate with other hardware suppliers for function and use of any other attached hardware. 3.7 CLEANING A. Clean daily in accordance with Section 015700, Temporary Controls and Section 17423, Final Cleaning and the following: Clean fire-rated aluminum framed entrances and storefronts and glazing both sides at completion of work. Leave premises clean and free of residue of work of this Section. Advise Contractor of protective treatment and other precautions required through remainder of construction period, to ensure entrances and storefronts will be without damage or deterioration at time of acceptance. 3.8 PROTECTION A.. Provide final protection and maintain conditions for the duration of the project, in a manner acceptable to manufacturer and installer, that ensure entrance and storefront systems are without damage or deterioration at the time of Substantial Completion. Scratches, marks and blemishes will not be acceptable and will be cause for rejection. Remedial work will be at not cost to the Owner. 3.9 .WASTE MANAGEMENT A. Conform to waste.management plan as specified in Section 017419. 1. Separate cardboard and paper packaging, pallet materials, and metals used in shipping fire-rated aluminum framed entrances and storefronts for later disposal and recycling at firms listed in Section 017419, Construction Waste Management and Disposal. END OF SECTION Permit Set 084113.13 - 7 C 2012 schacht aslani architects 4 'r PENINSULA COLLEGE SECTION 084113.13 Fitness Center FIRE-RATED ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS Balance of hardware by others 2.8 ACCESSORY MATERIALS A. Bituminous Paint: Cold-applied, asphalt-mastic paint complying with SSPC-Paint 12 requirements except containing no asbestos; formulated for 30-mil thickness per coat. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.2 PREPARATION A. Field Measurements: Verify conformance with drawings and actual products. B. Protect surrounding areas or surfaces to preclude damage. C. Verify perimeter flashing completed. 3.3 INSTALLATION/APPLICATION/ERECTION A. Install fire-rated aluminum-framed entrances and storefronts in accordance with "Quality Assurance" provisions, "References", Specifications, and Manufacturer's directions. Where these may be in conflict, the more stringent requirements govern. 1. Install fire safing/firestopping at edges of system. 2. Install glazing in strict accordance with fire resistant glazing material manufacturer=s specifications. Field cutting or tampering is not permissible. 3. Do not install damaged frames or chipped glassing units. 4. Install plumb and true. Limit out of plumb or true to 1/8-inch in 10-feet in any dimension. 3.4 REPAIR AND TOUCH-UP A. Limited to minor repair of small scratches. Use only manufacturer=s recommended products. 1. Such repairs shall match original finish for quality or material and view. 2. Repairs and touch-up not visible from a distance of 5 feet Owner and Architect to approve. B. Remove and replace glass that is broken, chipped, cracked, abraded, or damaged. 3.5 FIELD QUALITY CONTROL A. Owner will engage a qualified independent testing agency to perform field tests and inspections of entrance system. Permit Set 084113.13-6 ©2012 schacht I aslani architects i PENINSULA COLLEGE SECTION 084113.13 Fitness Center FIRE-RATED ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 5. Glazing Tape: Supplied with the steel framing members. Nom. 2 in. by 3 in, closed cell PVC glazing tape applied to the steel framing members to cushion and seal the glazing material when installed. 2.4 MATERIALS - DOORS A. Manufacturer's standard single leaf doors with manufacturer's standard hardware. 2.5 FABRICATION A. Field glaze door and frame assemblies. B. Factory prepare steel door assemblies field mounting of hardware. C. Fabrication Dimensions: Fabricate fire rated assembly to field dimensions. D. Obtain reviewed shop drawings prior to fabrication. 2.6 FINISHES A. A.Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Factory finish. C. Protect finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. D. Appearance of Finished Work: Variations in appearance of abutting.or adjacent pieces are acceptable. Noticeable variations in the same piece are not acceptable. E. Finish all exposed areas of all aluminum and components as follows: 1. Fluorocarbon Coating: AAMA 2605.2. PPG Industries, Inc. 2. Color is based on PPG Kynar coating Duranar. sunstorm Bistro Bronze UC106693F. Submit custom color match to Architect,for approval. 2.7 DOOR HARDWARE FOR SINGLE DOORS A. Single Outswing Doors with Exit Device. Each to have the following: Item Description Manufacturer Finish 3 Hanging Devices Weld on Pivots Technical Glass Products PTM 1 Exit Device 3347L-F-BE Von.Duprin 626 1 Lever Trim Furnished under 087100 1 Cylinder ANSI Mortise Schlage Furnished under 087100 626 C Keyway 1 Closing Devices 4011 LCN Furnished under 087100 689, 1 Auto door Bottom 420APKL Smoke Seal Pemko Furnished under 087100 MA 1 Weather Seal Perimeter Gasket Technical Glass Products 1 Perimeter Door Gaskets PK33D Fire/Smoke Seal Pemko Permit Set 084113.13 - 5 0 2012 schacht aslani architects PENINSULA COLLEGE SECTION 084113.13 Fitness Center' FIRE-RATED ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS AND PRODUCTS A. Manufacturer Glazing Material: .Pilkington Pyrostop fire-rated glazing as manufactured by the Pilkington Group and distributed by Technical Glass Products, 8107 Bracken Place SE, Snoqualmie, WA 98065 (800-426-0279) fax (800-451-9857) e-mail sales@fireglass.com, web site http://www.fireglass.com. B. Frame System: Fireframes Aluminum Series fire-rated frame system as manufactured and supplied by Technical Glass Products, 8107 Bracken Place SE, Snoqualmie, WA 98065 (800- 426-0279) fax(800-451-9857) e-mail sales@fireglass.com web site http://www.fireglass.com. 2.2 MATERIALS - GLASS A. Fire Rated Glazing: Composed of multiple sheets of Pilkington Optiwhite low iron, high-visible- light transmission glass laminated with an intumescent interlayer. B. Impact Safety Resistance: ANSI Z97.1 and CPSC 16CFR1201 (Cat. I and II). C. Properties of Interior Glazing: 1. Fire Rating: 60 minute. 2. Manufacturer=s Designation: 60-101. 3. Glazing Type: Single. 4. Nominal Thickness: 7/8-inch. 5. Weight in lbs/ft.2: 10.85. 6. Daylight Transmission: 88%. 7. Sound Transmission coefficient: 41 dB. D. Logo: Each piece of fire-rated glazing shall be labeled with a permanent logo including name of product, manufacture, testing laboratory (UL), fire rating period, safety glazing standards, and date of manufacture. E. Glazing Accessories: Manufacturer's standard compression gaskets, spacers, setting blocks and other accessories necessary for a complete installation. 2.3 MATERIALS - FRAMING A. Aluminum Framing System - 60 Minutes. 1. Steel Frame: The steel framing members are made of two halves, nom. 1.916 in. wide with a nom. minimum depth of 1.3 in. with lengths cut according to glazing size. 2. Aluminum Trim: Supplied with the steel framing members. Nom. 1-916 in. wide with' a nom. depth of 1.3 in. with lengths cut according to glazing size. 3. Stainless Steel Spacers: Supplied with the steel framing members. Nom 3/8 in. diameter with a nom. minimum depth of 1-1/16 in. with depth adjusted to match Pilkington Pyrostop Panel thickness. 4. Framing Member Fasteners: Supplied with the steel framing members. Screws have a nom. 3 in. diameter with a minimum length of 2.363 in. Screws to be sized to accommodate the thickness of the fire resistant glazing material. Permit Set 084113.13 - 4 0 2012 schacht J aslani architects i PENINSULA COLLEGE SECTION 084113.13 Fitness Center FIRE-RATED ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS E. Certification: Signed by manufacturers of glass and glazing products certifying that products furnished comply with requirements. 1. Door assemblies shall be tested to the acceptance criteria of ASTM E2074-00, NFPA 252, UL 9, UL 10-C Standard Methods of Fire Tests of Door Assemblies. 2. Window assemblies shall be tested to the accepfance.criteria of ASTM E2010-01, NFPA -257, UL 10-13, UL 10-C Standard methods for Fire Tests of Window Assemblies. 3: . Wall assemblies shall be tested to the acceptance criteria of ASTM E119, NFPA 251, UL 263 Standard Test Methods for Fire Tests of Building Construction and Materials. 4. Underwriters Laboratories (UL) shall conduct fire test. F. Listings and Labels - Fire Rated Assemblies: Under current follow-up service by an approved independent agency maintaining a current listing or certification. Label assemblies accordance with,limits of manufacturer=s listing. G. Door assemblies shall be marked with the hourly rating followed by the letter "S" per IBC 715.4.5.3. H. Pre-Installation Conference: The Architect will call a pre-installation conference at the site with the Contractor and fire-rated aluminum-framed entrance and storefront installer to review and discuss conditions of preparation, installation, and coordination with related work. 1.7 DELIVERY, STORAGE, AND HANDLING A. In accordance/016600 and the following: 1. At delivery inspect all containers for damage. 2. Examine glass and frame units for damage. 3. List all damage to containers on the shipping company=s Bill of Lading. 4. Report damage to manufacturer immediately. 5. Store glazing materials and frame units in original packing containers. 6. Do expose glazing material of frame units to sunlight and weather. 7. Do not store horizontally. 8. Place glass and frames upright, no less than 6 degrees from vertical. 9. Store all materials in dry conditions, off the ground. 10. Protect from construction activities. 11. Fully support Glass units along entire length. 12. Non-abrasive pads such as cloth or,cork must separate glass and frame units. 13. Do not stack containers. 1.8 SEQUENCING%SCHEDULING A. Phase-in properly with Architect reviewed/accepted Construction Progress Schedule/013216. 1.9 WARRANTY A. In accordance with 017836, Warranties and the following: Guarantee fire rated glass and framing for 5 years from date of substantial completion, including material and labor. 1. This is an extension of normal 1-year guarantee. Permit Set 084113.13- 3 0 2012 schacht aslani architects F 1 PENINSULA COLLEGE SECTION 084113.13 Fitness Center FIRE-RATED ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 14. UL 263 Fire Tests of Building Construction and Materials. 1.4 PERFORMANCE REQUIREMENTS A. Fire Rating Requirements: 1. Duration - Doors: Capable of providing a fire rating of 60 minutes. 2. Duration -Windows: Capable of providing a fire rating of 60 minutes. 3. Duration -Walls: Capable of providing a fire rating of 60 minutes. B. Structural Performance: 1. Member Deflection: Limit deflection of the edge of the glass normal to the plane of the glass to flexure limit of glass. 2. Accommodate movement between storefront and adjoining systems. 1.5 SUBMITTALS A. Submit in accordance with the requirements of Section 013300, Submittal Procedures and the following: 1. Shop Drawings: a. Include plans, elevations and details of product showing component dimensions; framed opening requirements, dimensions, tolerances, and attachment to structure. b. Provide templates for the location of embeds and anchor locations required for any adjoining work. 2. Product Data: Submit copies of Manufacturer's specifications, recommendations, and standard details. Include fabrication data, and other components required. Include 'laboratory test data. 3. Provide submittal information from Section 018113 - Sustainable Building Requirements for MR 4 and MR 5. 4. Provide submittal information from Section 018113 - Sustainable Building Requirements for EQ 4. 1.6 QUALITY ASSURANCE A. Regulatory Requirements: Comply with referenced Codes, Ordinances, and the like/014100, Regulatory Requirements. B. Installer Qualifications: An experienced installer who has completed glazing similar in material, design, and extent to that indicated for this Project; whose work has resulted in glass installations with a record of successful in-service performance; and who employs glass installers for this Project who are certified under the National Glass Association Glazier Certification Program as Level 2 (Senior Glaziers) or Level 3 (Master Glaziers). C. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by UL, for fire ratings indicated, based on testing according to NFPA 252. Door assembly must be factory-welded or come complete with factory-installed mechanical joints and must not require job site fabrication. D. Fire-Rated Window Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by UL, for fire ratings indicated, based on testing according to NFPA 257, ASTM E119. Permit Set 084113.13 -2 ©2012 schacht I aslani architects t PENINSULA COLLEGE SECTION 084113.13 Fitness Center FIRE-RATED ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS PART 1 - GENERAL 1.1 SECTION INCLUDES A.. Work includes but is not limited to following: 1. Fire rated interior aluminum fixed type frame and door assembly. 1.2 RELATED SECTIONS A. Coordinate related work specified in others parts of the Project Manual, including but not limited to following: 1. Section 051200 - Structural Steel 2. . Section 061000 - Rough Carpentry 3.- Section 072116 - Batt and Blanket Insulation: Acoustic batt at termination of metal stud partitions. 4. Section 079200 - Joint Sealants 5. Section.087100 - Finish Hardware 1.3 REFERENCES A. Comply with the requirements of Section 014200 and as listed herein. See Section 014200 for listed association, council, instate, society, and the like organization for its full name and address: 1. ASTM A1008-08a Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution.Hardened, and Bake Hardenable. 2. ASTM A1011 BOB Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Allow, High-Strength Low- Alloy with Improved Formability, and Ultra-High Strength. 3. ASTM E119-08a Standard Test Methods for Fire Teats of Building Construction and Materials. 4. ASTM E2010-01 Standard Test Method for Positive Pressure Fire Tests of Window Assemblies. 5. ASTM E2074-00 Standard Test Method for"Fire Tests of Door Assemblies, Including Positive Pressure Testing of Side-Hinged and Pivoted Swinging Door Assemblies. 6. AWS D1.3-2008 Structural Welding Code- Sheet Steel 7. BHMA A156 American National Standards for Door Hardware. 8. NFPA 80 Fire Doors and Windows. 9. NFPA 252 ' Fire Tests of Door Assemblies. 10. NFPA 257 Fire Test of Window Assemblies. 11. UL 9 Fire Tests of Door Assemblies. 12. UL 10B Fire Tests of Door Assemblies. 13. UL 10C Positive Pressure Fire Tests of Window& Door Assemblies. Permit Set 084113.13 - 1 ©2012 schacht aslani architects y , PENINSULA COLLEGE SECTION 078400 Fitness Center PENETRATION FIRESTOPPING 3. Openings between walls and ceilings of time-rated assemblies. 4. Openings and penetrations in enclosures with time-rated fire doors. 5. Unused openings in floor slabs. 6. Other locations indicated, specified or required by codes or local authorities: Maintain fire resistance at all perimeter edges of walls in contact with floors, columns, beams, etc. C.. Coordination With Other Trades: Coordinate annular space, sleeve and insulation requirements with work of Divisions 21, 22, 23, 26, 27and 28. Firestopping material at penetrations of insulated pipes and ducts shall be applied after the insulation is installed. The firestopping material selected for use with insulated pipes and ducts shall have been tested in accordance with referenced ASTM E814 or ANSI/UL 1479 for that particular insulated pipe assembly. Calcium,silicate, or other pipe insulation, may be substituted for fiberglass pipe insulation through the sleeve if the insulation is part of an assembly which meets the requirements specified for firestopping. D. Firestopping materials for filling voids in floors having openings of 4 inches or more shall be installed to support the same load as the floor is designed to support, unless the area is protected by a permanent barrier preventing loading or traffic on the firestopped area. ,E. Examine firestopped areas to ensure proper installation. Seal and correct deficiencies prior to concealing or enclosing the areas. 3.4 ADJUSTING AND CLEANING A. Clean daily in accordance with Sections 015700 and 017423 and the following: 1. Make any adjustments as required. 2. Clean off excess fill materials adjacent to openings as Work progresses by methods and with cleaning materials that are approved in writing by through-penetration firestop system manufacturers and that do not damage materials in which openings occur. 3. Provide final protection and maintain conditions during and after installation that ensure through-penetration firestop systems are without damage or deterioration at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated through-penetration firestop systems immediately and install new materials to produce through-penetration firestop systems complying with specified requirements. 3.5 WASTE MANAGEMENT A. Conform to construction waste management plan as specified in Section 017419—Construction Waste Management. 1. Separate cardboard and paper packaging, pallet materials, and metals used in shipping firestopping materials for later disposal and recycling at firms listed in Section 017419. 2. Close and tightly seal tightly all partly used firestopping containers and store protected in well-ventilated, fire-safe area at moderate temperature. END OF SECTION Permit Set 078400 - 5 0 2012 schacht aslani architects PENINSULA COLLEGE SECTION 078400 Fitness Center PENETRATION FIRESTOPPING C.. Fire Resistance and Hose Stream Tests: Firestopping materials shall be rated "F" and "T" in accordance with ASTM E814 or ANSI/UL 1479. Rating periods shall conform to the following: 1) Time-rated floor or wall assemblies: Match hour rating of assembly in which firestop material is installed. d. Combustibility: Non-combustible, ASTM E136. B. Safing Insulation: Include safing insulation and smoke barrier as required at assemblies as indicated on drawings and as follows: 1. Mineral Fiber Insulation: Provide in thickness and size required to suit conditions of. construction. See firestopping details on drawings. 2. Sealing Compound: Thermafiber Smoke Seal Compound, smoke resistant. 3. Safing insulation clips to be manufacturer's standards to suit UL requirements. 4. Miscellaneous Components:_ Provide all angles, channels, clips,. and tape for complete installation. PART 3- EXECUTION 3.1 EXAMINATION A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until unsatisfactory conditions are corrected. B. Inspect and verify that the surface and conditions of the substrates do not have defects or errors that would interfere with the installation of the firestopping materials. Notify the Architect of any defects or errors in surface conditions. Do not proceed with work until all unsatisfactory conditions have been corrected. Installation of firestopping constitutes Contractor's acceptance of surfaces and conditions of substrates. C. Proceed with installation only after penetrations of'the substrate and supporting brackets have been installed. 3.2 PREPARATION A. Surfaces to be in contact with firestopping materials shall be free of dirt, grease, oil, loose material, rust, or other substances that may affect proper fitting or the required fire resistance. B. Remove incompatible materials which may affect bond. C. Install backing/damming materials to arrest Liquid material leakage. 3.3 INSTALLATION A. Install in accordance with "Quality Assurance" provisions, "References", Specifications, and Manufacturer's directions. Where these may be in conflict, the more stringent requirements govern. B. Firestopping and Safing Insulation Locations Including; 1. Mechanical and electrical penetrations (e.g. insulated and non-insulated pipe; tubing, wiring, raceways, cable, conduit, and ductwork without fire dampers) through floor slabs and through time-rated partitions, ceilings, and fire walls. 2. Openings between floor slabs and walls, including hollow walls at the floor slab. Permit Set 078400- 4 0 2012 schacht I aslani architects PENINSULA COLLEGE SECTION 078400 Fitness Center PENETRATION FIRESTOPPING testing and inspecting agency's classification marking applicable to Project; curing time; and mixing instructions for multi-component materials. 2. Store and handle materials for through-penetration firestop systems to prevent their deterioration or damage due to moisture, temperature changes, contaminants, or other causes. 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not install through-penetration firestop systems when ambient or substrate temperatures are outside limits permitted by through-penetration firestop system manufacturers or when substrates are wet due to rain, frost, condensation, or other causes. 1. Ventilate through-penetration firestop systems per manufacturer's written instructions by natural means or, where this is inadequate, forced-air circulation. 1.8 SEQUENCING AND SCHEDULING A. Phase-in properly with Architect reviewed/accepted Construction Progress Schedule/013216. PART 2- PRODUCTS 2.1 GENERAL A. Comply with "Quality Assurance" provisions, "References", Specifications, and Manufacturer's data. Where these may be in conflict, the more stringent requirements govern. 2.2 MAN UFACTURERS/PROD.UCTS A. Firestopping Systems: Provide Hilti Firestopping, or 3M Fire Protection Products, or Specified Technologies, or Nelson Fire Stop Products, or Grace Flame Safe products or other reviewed manufacturers. 1. Provide following Generic Firestopping Products: a. Firestop mortar. b. Firestop sealants and caulks. C. Firestop putty. d. Firestop collars. e. Wrap strips. f. Accessories: Include forming, damming materials as required. g. Colors: Provide in red and gray color. Gray to be used at visible areas. B. Safing Insulation: Owens Corning ASafing Insulation/MW@, USG "Thermafiber Systems", or approved equal manufacturers. USG is specified for type, quality and construction required. 2.3 MATERIALS A. Firestopping Material: 1. Firestopping material shall be asbestos-free and capable of maintaining an effective barrier against flame and gases in compliance with the following requirements: a. Flame Spread: 25 or less, ASTM E84. b. Smoke Development: 50 or less, ASTM E84. Permit Set 078400- 3 C 2012 schacht aslani architects f t. 1 PENINSULA COLLEGE SECTION 078400 Fitness Center PENETRATION FIRESTOPPING 1.4 SUBMITTALS A. Submit in accordance with the requirements of Section 013300 and the following: 1. Architect's review is for design intent only. It is Contractor=s responsibility to identify methods and products to provide firestop and fire safing as required by UL-directory for conditions of installation. 2. Shop Drawings: Shop drawings showing material installation details including reinforcement, anchorage, and fastenings. Indicate which firestop and fire safing materials will be used where and thickness for different hourly rating. Submit a copy of UL illustration of each proposed system or manufacturer-approved illustration. 3. Product Data: Manufacturer's product data for the firestopping/fire-safing including composition, performance and limitation characteristics, test data, and installation procedures. 4. Certificates of Compliance: Manufacturers' certificates of compliance that the materials meet the requirements specified. 5. Schedule of Firestopping and Fire 'Safing: Complete list of penetrations to be sealed, indicating location,fire rating of penetrated assembly, identification of penetration seal to be sealed, fire rating of penetration seal, and evidence of acceptable testing. Indicate conditions where Architect=s details are in conflict with appropriate UL-detail and coordinate these conditions with Architect. 1.5 QUALITY ASSURANCE A. Regulatory Requirements: . „ 1. See referenced Codes, ordinances, and the like/014100- Regulatory Requirements. 2. Firestops shall have been tested in accordance with ASTM E814 "Standard Method of Fire Tests of Through-Penetration Fire Stops" or ANSI/UL 1479 "Fire Tests of Through- Penetration Firestops". The firestopping material shall remain securely installed and capable of maintaining its integrity when subjected to such tests. 3. For mechanical and electrical penetrations which have characteristics (e.g. pipe material and diameter, pipe insulation type and thickness, type of wall that is penetrated) that have.not been tested in accordance with ASTM E814 or ANSI/UL 1479 by any firestop manufacturer, provide a written certification from the proposed firestop manufacturer stating that the manufacturer's firestop material will meet. the requirements for successfully passing the tests in ASTM E814 or ANSI/UL 1479. The certification shall be . submitted to the local fire authority, with approval of the firestop by that local authority required before ordering. B. Single-Source Responsibility: Engage a skilled installer for all firestopping and fire safing installations for this project who has successfully completed firestopping and fire safing applications similar in type and size to that of this project. Installer shall have a certificate of training from manufacturer. C. Pre-Installation Conference: Prior to the start of work which involves cutting openings in fire wall construction for penetrations, conduct a meeting with installers of such work to identify fire and smoke barriers and required configurations of. penetrations and to discuss the proper procedures and time schedule for .cutting, patching, and sealing penetrations in such assemblies, with emphasis on avoiding unnecessary cutting and patching. 1.6 DELIVERY, STORAGE, AND HANDLING A. In accordance with 016600 and the following: 1. Deliver through-penetration firestop system products to Project site in original, unopened containers or packages with intact and legible manufacturers' labels identifying product and manufacturer; date of manufacture; lot number; shelf life, if applicable; qualified Permit Set 0784010- 2 0 2012 schacht I aslani architects R PENINSULA COLLEGE . SECTION 07840b Fitness Center PENETRATION FIRESTOPPING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Work includes but is not limited to following: 1. Firestopping and safing for sealing or stuffing in"spaces between building materials to arrest the movement of smoke, heat, gases, or fire through wall or floor openings. Include all fireproof and waterproof sealant materials and accessories. Coordinate with work of `Divisions 21, 22, 23, 26, 27 and 28 .for complete fire assembly. Provide firestopping materials for 1 to 4 hour shaftwalls, ceiling-floor, roof, wall assemblies ,and building separations as required by Code. 2. Contractor to have sole responsibility for installation for fire stopping for entire project, including the Mechanical and Electrical work. a. • It is the Contractor's responsibility'to identify methods and products to provide firestopping as required by UL-directory for conditions of installations. 1.2 RELATED SECTIONS A. Coordinate.related work specified in others parts of the Project Manual, including but not limited to following: 1. Section 033000 - Cast-In-Place Concrete 2. Section 079200 - Joint Sealants 3. Section 092116.23 - Gypsum Board Shaft Wall Assemblies 4. Section 092900 - Gypsum Board 5. Division 21 - Fire Suppression 6. Division 22 - Plumbing 7. Division 23 - Heating, Ventilating, and Air-Conditioning (HVAC) 8. Division 26 - Electrical 1.3 REFERENCES A. Comply with the requirements of Section 014200 and as listed herein. See Section 014200 for listed association, council, instate, society, and the like organization for its full name and address: 1. ASTM E84-10b Standard Test Method for Surface Burning Characteristics of Building Materials. . 2. ASTM E119-10b Standard Test Methods for Fire Tests of Building Construction and Materials. I - 3. ASTM E136-11 Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 7500 C. 4. ASTM E814-11 Standard Test Method for Fire Tests of Penetration Firestop Systems. 5. UL 1479 Fire Tests of Through-Penetrations Firestops. 6. UL Building Materials Directory 7. UL Fire Resistance Directory Permit Set 078400- 1 ©2012 schacht aslani architects © a.Za1 & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 13,2012 KA Project No: 106 12115 Jim Copland WA State Department of Enterprise Services: Division of Engineering and Architecture Services P.O.Box 41012 Olympia,WA 98504-1012 RE: Peninsula College Fitness Center Port Angeles,WA Dear Mr.Copland: In accordance with your request and authorization,the following test data are presented on the following reports,which are enclosed: July 20,2012 Field Report No. 148630 Particle Size Distribution No. P30207 Particle Size Distribution No. P30207 USDA Soil Classification No. P30198 Moisture Density Analysis No. P30198 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. i Respectfully submitted, i q r Kameron Binns,ICC Certified Master Inspector Peninsula Division f KB/aw Enclosures RECEIVED s AUG 15 2012 CITY Ot Y,.. =:,fit EN i With Offices Serving The Western United States i 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax:(360)598-2127 i az & Associates, Inc. FIELD REPORT NO: 18630 GEOTECHNICAL.ENGINEERING r ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CONTRACTOR: PROJECT#: JURISDICTION: PROJECT: J��'U� G'dGG �/T C 2 -,4 PERMIT#: LOCATION: Jd� INSPECTOR: / -�,- KRAZAN PROJECT MANAGER:, �/�• WEATHER: TEMP: 0,-Y {' 110—;r k!�/T2 /e Aj'oe ... ........ i r I i ./��7`�C'//��- •�if�,'G " l%��' ���t 11_1s' ��.l��c.� GQc..�s l-��9 �c,�' i I i � r 3 S 4' t Equipment/Asset Number(s): To the best of my knowledge,the above(�AS�/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Repre entative: Technician: This report indicates our inspector's observation and testing rssuits based on the site condition and contractofs activities.This information is Subject to review prior to final Ittal,By signing this report,our Inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this r ort is prepared for the exclusWe use of t the client.This report may not be reproduced in any format without the written permission of the client and Kraxan&Assoc, Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT 2W9.doc EFFECTIVE:4l22f2009 Particle Size Distribution Report c c o 0 0 C C G C G G m G N M VO' {O�pp O Q' N to cn N r n :� eo � qt it ii: # it it it ak 0 100 80 - � , t • -f 20 30 T W _ I Z 60 -1_� _ _.1 Ili .i_i.l__.,_ I 40 M H 50 50 —3 { ! ii II I, I I f p w 40 60 W IL ! ( f {I I I I� + + I Ij E I i ! I I Cl) 30 i r-�--- f -1 - - ---f?i `—�-i -r „ -1 — 70 .Zm7 20 i j l l II .� ._.� I{ , i ` tjl iIEI -I r 80 I _ i ... i it � l II ,I ILII plll ] illi]] 10 +--I--I --r 90 0 1 j I � 100 100 10 1 0.1! 0.01 b.001 GRAIN SIZE-mm. %+3„ %Gravel %Sand _ %Fines Coarse Fine lCoarsel Medium Fine Silt Clay 0.0 79.1 20.9 Test Results(ASTM 136& ASTM 11T) Material Description Opening Percent Spec! Pass? GRAVEL W/SAND AND SILT Size Finer (Percent) (X=Fall) 1.5 100.0 1 76.4 Atterberg Limits(ASTM D 4318 .75 20.9 PL= NP LL= NV PI= NP .625 7.3 .5 1.5 Classification .375 0.8 USCS(D 2487)= AASHTO(M 145)= Coefficients D90= 28.3235 D85= 27.0024 D60= 23.3074 D50= 22.2369 D30= 20.1516 016= 18.0855 D10= 16.8682 Cu= 1.38 Cc= 1.03 Remarks FIELD REPORT: 148630 FIELD DESCRIPTION: 1.25"MINUS CLEAN CRUSHED ROCK Date Received: 720/2012 Date Tested: 7/25/2012 Tested By: OB Checked By: AC Title: LABORATORY MANAGER (no specification provided) Location: HOLCOMB PIT STOCKPILE Date Sampled: 7/20/2012 Sample Number:P30207 Client: C AND J Project: PENN COLL FITNESS CENTER Project No: 106-12 Figure i I I Particle Size Distribution Report O S C O 100 f i 'lij o 90 - 10 SOS _ �...ki -20 LU it I J + i l I I I I II I Z 60 n i 1 I I I li' : II i � !I 1 i I l i I ! m IZ�i Z 50 - I I i rJ I i I I j ! I I {_� _..'.._i_I ; --- 50 n t O w 40 a- (n 30 �jr Mr 70 ;020 80 1090 a ! 1 I ! , i 100 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. stone %+31, %Gravel %Sand %Slit __._.__.- - ---W, . �_.�._. _._� %Clay Coarse i Medium Fine V.Crs., Crs. ,Med. Fine Fin Crs. Fine 0.0 0.0 8.4 26,1 24.0 5.6 4.9 ! 8.4 I 9.2 13.4 Test Results(ASTM 136& ASTM 117) Material Description Opening Percent Spec." Pass? POORLY GRADED SILTY SAND W/GRAVEL Size Finer (Percent) (X=Fall) 1.5 100.0 1 96.9 Atterberg Limits(ASTM D 4318) .75 91.6 PL= NP LL= NV P1= NP 625 85.9 Classification 5 71.5 USCS D 2487= SP-SM AASHTO M 145= A-I-a .375 71.8 { )- { )- #4 65.5 Coefficients #10 41.5 D90= 18.0041 D85= 15.5102 D60= 3.7826 #18 35.9 D50= 2,7466 D30= 0.4563 D15= 0.1253 #35 31.0 D90= Cu= Cc= #60 22.6 #100 16.6 Remarks #140 13.8 FIELD REPORT:N/A #200 12.0 FIELD DESCRIPTION:TAN FINE SAND #270 11.1 Date Received: 7/19/2012 Date Tested: 7/24/2012 Tested By: OB Checked By: AC Title: LABORATORY MANAGER (no specification provided) Source of Sample: SAMPLE#I Date Sampled: 7/19/2012 a r: P301 8 Client: PENINSULA COLLEGE Project: PENINSULA COLLEGE f P o'ect No: 106-12115 Figure s s ' USDA Soil Classification \ : o r ` q y \/ �--. 01 O'$ � O Ti 110 'o Percent Sand SOIL DATA Sample Depth Percentages From Material Passing a#16 Sieve Source No. Sand Silt Clay Classification SAMPLE#1 P30198 73.3 16.0 10.7 Sandy loam Client: PENINSULA COLLEGE " Project: PENINSULA COLLEGE , 1<17azan .. Pro'ect No.: 106-12115 Fi ure �� 1 MOISTURE DENSITY ANALYSIS 132 127 � I 122 CL I oe - — - N - -T C 117 410 I i 112 i i i � I 107 _1_.. _-••�_._------ -- 1 3 5 7 9 11 13 Water content, % Test specification: ASTM D 1557-02 Procedure C modified Oversize correction applied to each point Elev/ Classification Nat. S G. LL P€ %> % Depth USCS AASHTO Moist. p 3/4 in. No.200 SP-SM A-1-a NV NP 8.4 12.0 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 125 pcf 123 pcf POORLY GRADED SILTY SAND W/ GRAVEL Optimum moisture=7% 7% Project No. 106-12115 Client: PENINSULA COLLEGE Remarks: Project: PENINSULA COLLEGE FIELD REPORT:N/A FIELD DESCRIPTION:TAN FINE SAND • Source: SAMPLE#1 Sample No.: P30198 SAMPLE ID:P30198 IOW- Figure i W Jr '%.=--J'(XaZan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 6,2012 KA Project No: 106- 12115 Jim Copland WA State Department of Enterprise Services: Division of Engineering and Architecture Services RECEIVED P.O.Box 41012 Olympia,WA 98504-1012 SEP — 7 2012 RE: Peninsula College Fitness Center CITY OF PORT ANGELES g fort Angeles,WA BUILDING DIVISION Dear Mr.Copland: In accordance with your request and authorization,the following test data are presented on the following reports,which are enclosed: August 07,2012 Field Report No. 148752 Compaction Report No. 32930 Particle Size Distribution No. P30309 Moisture Density Analysis No. P30309 August 08,2012 Field Report No. 148506 Compaction Report No. 32383 August 09,2012 Field Report No. 148756 Particle Size Distribution No. P30317 Moisture Density Analysis No. P30317 Field Report No. 148755 Compaction Report No. 32931 August 10,2012 Field Report No. 148758 Cylinder Report No. 57480—7 Day Break August 14,2012 Field Report No. 148763 Cylinder Report No. 57484—7 Day Break August 17,2012 Field Report No. 148769 Compaction Report No. 33017 August 27,2012 Field Report No. 149910 August 31,2012 Field Report No. 149920 4. With Offices Serving The Western United States t 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370• (360)598-2126•Fax. (360)598-2127 i Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, Kameron Binns,ICC Certified Master Inspector Peninsula Division KB/aw Enclosures i I i I i i Krazan&Associates,Inc. i Offices Serving The Western United States t �' FIELD REPORT NO: 14 2 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 2 CONTRACTOR: PROJECT#: lg24 -1214& JURISDICTION: PROJECT: ,9�,v/.v.s�/.s �' �• ,91 ¢/T,�6<yl>:�r PERMIT#: /.;z - O�>Op al LOCATION: n�T .9 l" � c INSPECTOR:, O.Aez/ c, KRAZAN PROJECT MANAGER: Lj WEATHER: r.�/� ,.� T TEMP: ��-r /.�� C�i� /���� �'l7'` ,CG 4 r�i/.Q/r. _ �_i4eh�`//✓lam-5 /ire C7�OT . c•,�,����41►T/,�,�, cc�..st� ,ice[. Gf��r,�-�'&? —k�s.�c �'©�T' ��l i �'.t2 ��v� �2�a 7` d�L.ar l3�tiT�.�,E /dos ?'^SFT ®•c 7` ��T�a�Z A gjI24 Q =o VAL A. it G i D i I s z Equipment/Asset Number(s): 4 s To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative:PllrMlo/'4/e o� Technician: / This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal.By signing this report,our 4 inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The IMormation provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. z Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 E DAILY FIELD REPORT 2009.doc EFFECTIVE:4PM009 i COMPACTION qQ01SXaZan & Associates , Inc. REPORTNO,: �;;,� 29 3 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: _ _ ao/2 CONTRACTOR: PROJECT#: /d - //�� PERMIT NO: /a -C7©C2 fD a -0,3 6-' PROJECT ��NiN,Su/ �LtAc�r.c:rririff5s GwrP INSPECTOR: L Oce/BGG ?-4cze 4 LOCATION: e-ccr JURISDICTION: 7- �A G.�S KRAZAN PROJECT MANAGER: WEATHER: 'P5x'--,a r,.,— TEMP: 6 S ❑ WASHINGTON DENSOMETER ❑ SANDCONENUCLEAR TEST ❑ OTHER LOCATION MAP N ❑ Paved Areas (circle one): Sub/Agg/Asphalt Building Pad (s) � ❑ Other ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly Curve Unified Soils Classification Max Dry Opt Density Moisture D a _ i t3o r, ► /fid Test Elevation .Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction ti F T' '/ Z. Z1119 I m 4 COa0l Map Location: Curve Test Method: This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future construction activities or rainfall events.The compaction tests were performed at the approximate 0 Attached Daily Avg.Std locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities vertical limits of the compacted area weredetermined by others.Our firm does not guarantee earthwork Daily Avg.Std 3 or paving construction,nor does our work relieve the contractor's responsibility to conform to the Count moisture approved project plans and specifications. Gauge# To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. 4 Superintendent/Representative: Technician: Sewing the Western United States This field report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal. By signing this report,our inspector does not accept responsibility for validity of results.Some Information on this report has been provided by others on site. Revision 2 1302 compartions Report.doe Effective Datc:r t/13!07 t The information provided in this report is prepared for the exclusive use of the client.This report may not be reproduced in any fortnat without the written permission of the client and Krazan&Associates. MOISTURE DENSITY ANALYSIS 153 148 --171- Tl I 143 CL a) 138 T 4 133 ---r_- -- 128 3 5 7 9 11 13 Water content, % Test specification. ASTM D 1557-02 Procedure C modified Oversize correction applied to each point Elev/ Classification Nat. Sp.G. LL PI %> %< Depth USCS AASHTO Moist. 3/4 in. No.200 GW A-1-a NV NP 10.4 4.1 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 143 pef 141 pef WELL GRADED GRAVEL W1 SAND Optimum moisture=6 % 6% Project No. 106-12115 Client: WASHINGTON DEPT.GENERAL ADMIN Remarks: Project: PENINSULA COLLEGE FITNESS CENTER REPORT:148752;DATE:8-9-12 f. SAMPLE:P30309 o Location: ON SITE STOCK FIELD DESCRIPTIONA 1/4"CSBC DIAMOND QUARRY) Figure FIELD REPORT NO: 14 8 5 AM!L"- Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: efoll-' CONTRACTOR: l� PROJECT#: �� '��1/ 5 JURISDICTION: �/ 8 d2 /v mss' PROJECT: ��� u�� �� � t !'e2. PERMIT#: l �-z LOCATION: �fi N ��'S INSPECTOR: 12 2 KRAZAN PROJECT MANAGER: WEATHER: � TEMP: CoS �' 2��/ !►/f' d�- a� G),� �� � °�' P/t/�i - OS'771/~ev d-lC�d �i �r Z'0A1 �` sww Aa 'f;?d '/.v btla a��lC moi' k i f t S 4 i 3 tf l I, l m it l Equipment/Asset Number(s): _. ,evxfP,t '17/1'6 rot To the best of my knowledge,the above 4AS/AS HOT performed in accordance with the approved plans,specifications,and regulatory,requirements. Superintendent/Representative: Technician: t _ r _ This report indicates our inspector's observation and testing results based on the site conditlon and contractor's activities.This — is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others n site. The Information provided on this report is prepared for the exclusive use of client.This report may not be reproduced In any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States ;:ell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 a ELDREPORT 2009.doc EFFECTIVE:4/2212009 ,� COMPACTION & Associates , Inc . REPORT NO.: 32383 GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION , DATE: ��• � CONTRACTOR: r � PROJECT#; /©�' " / 115 PERMIT NO: /a'`f�Jf)l�a21 3S PROJECT: f'r � s�v/ti � � /'I-1AffeS-r e INSPECTOR: y LOCATION: �°Y��'y,� JURISDICTION: �%!�ry KRAZAN PROJECT MANAGER: 4 " t WEATHER: U TEMP: t� t ❑ WASHINGTON DENSOMETER` ❑ SANDCONE ZNUCLEAR TEST ❑ OTHER LOCATION MAP ❑ Paved Areas (circle one): Sub/Agg/Asphalt Building Pad (s) t ❑ Other t ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly Max Dry Opt 2 t Curve Unified Soils Classification Density Moisture � t � t t s Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth Compaction ere e$N71P ' /IV& D b d`� IV i:56 7-S r� ��r �cpY-uf�ut. j� i• r r 1.3G 1. fa � 5 rr fe re i i t I i Map Location: Curve Test Method ` S This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future construction activities or rainfall events.The compaction tests were performed at the approximate ❑Attached Daily Avg.Std locations and elevations shown and indicate relative compaction at those locations. Horizontal and 1 Count Densities 17/2— vertical limits of the compacted area were determined by others.Our firm does not guarantee earthwork Daily Avg.Std �t or paving construction,nor does our work relieve the contractor's responsibility to conform to the Count moisture 0- approved project plans and specifications. Gauge# 7a93 To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. ANA/ p/,Q Superintendent/Representative: Technician: 1 Serving the Western United States This field report indicates our inspector's observation and testing results based on the site condition and contractors activities.This information is subject to review prior to final submittal. s By signing this report,our inspector does not accept responsibility for validity of results.Some information on this report has been provided by others on site. Revision 2 ) 1502 Compacrioe.r Reporrdoc Effective Date:11/15M7 l The information provided in this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Aseoeiates. r i FIELD REPORT NO: 1, 8 7 5 Kxaz;an & Associates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING - CONSTRUCTION TESTING AND INSPECTION DATE: - --2oiz - CONTRACTOR: � G PROJECT#: / -/ //!5- JURISDICTION: r''sTc.AF/TORT PROJECT: O�F.vr�y�� _ i ,c �-�T.d�sc�ar�d PERMIT#: LOCATION: AeTigr,,gg� -s INSPECTOR: KRAZAN PROJECT MANAGER: WEATHER: TEMP: �Q i T s Tc �,9nYr�o_� ��'Cc��iaTiok .moi%6QGc_/tlj y4it/� I I �n�7r12 _ 1 4 I s 's i t k z i t t Equipment/Asset Number(s): _ I To the best of my knowledge,the abov performed in accordance with the approved plans,specifications,and regulatory requirements. z Superintendent/Representative: Technician: f This report indicates our inspector's observation and testing results based an the site condition and contractor's activities.This information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on slle. The information provided on this report is prepared for the exclusive use of the clienLThis report may not be reproduced in any format without the written permission of the client and Krazan&Assoc; v: z Offices Serving the Western United States a Bothell (425) 485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE;4/22/2009 i Particle Size Distribution Report C, 0 0 0 0 .3 C, a V 0 1007 0 90 X I 111 1 If I 1 11 11 1 1 ill I I I. 11 .. 10 -I J 80 H 1'.. 20 , I . T-7, h If 60 70-1 M UJ 0 --40 Z U- 50 Zil 50 0 w 0 LLJ ► CLM w 40 60 > 30 loll 70 x 20 80 f - 77 -T it l !T H lki i 10 ----90 T !N h It i I 11luu 0 100 10 1 0.1 0.01 0.001, GRAIN SIZE-mm. %Gravel %Sand %Fines Coarse FineCoarse! Medium i Fine silt clay 0.0 0.0 i 0.2 0.0 5.2 60.8 33.8 Test Results(ASTM 136& ASTM 117) Material Description Opening Percent Spec.* Pass? SILTY SAND Size Finer (Percent) (X=Fall) .375 100.0 #4 99.8 Atterberg Limits(ASTM D 4318) #8 99.8 PL= NP LL= NV Pl= NP #16 99.8 #40 94.6 Classification #60 83.7 USCS(D 2487)= SM AASHTO(M 145)= A-2-4(0) #100 60.2 .Coefficients #200 33.8 D90= 0.3140 D85= 0.2599 D60= 0.1492 D50= 0.1180 D30= D15= D10= cu= Cc= Remarks FIELD REPORT: 148756 FIELD DESCRIPTION:PIT RUN/SAND Date Received: 8/9/2012 Date Tested: 8/13/2012 Tested By: OB Checked By: AC Title: LABORATORY MANAGER (no specification provided) Location: SHOTWELL PIT Date Sampled: 8/9/2012 Sam Number: P30317 Client: WASHINGTON DEPT. GENERAL ADMIN w ir Project: PENINSULA COLLEGE FITNESS CENTER ICA Kx- azan Project No: 106-12115 MOISTURE DENSITY ANALYSIS 114 -4-- -J-;---------4----_. 104 CL +_ �_-__ .._ �_._ -___. - _ _ ._. _ . _ - -,-, _ oe (D .......... 71 99 94 ....................... 89 1 3 5 7 9 11 13 Water content, % Test specification: ASTM D 1557-02 Procedure B modified Oversize correction applied to each point Elevi Classification Nat. Sp.G. LL PI %> %< Depth USCS AASHTO Moist. 3/8 In. No.200 Sm A-2-4(0) NV NP 0,0 33.8 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 103 pcf 103 pcf SILTY SAND Optimum moisture=7% 7% Project No, 106-12115 Client: WASHINGTON DEPT.GENERAL ADMIN Remarks: Project: PENINSULA COLLEGE FITNESS CENTER FIELD REPORT:]48756;DATE:8-13-12 r. SAMPLE.P30317 Location: SHOTWELL PIT FIELD DESCRIPTION:PIT RUN/SAND Iff 'r lll*XOLZX'l Figure FIELD REPORT NO: 148755 & Associates, Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGNEERING CONSTRUCTION TESTING AND INSPECTION DATE: CONTRACTOR: � C PROJECT#:_ i�r-/�//�` JURISDICTION: c/7avn��.oTAL-.cls PROJECT #: /2 LOCATION: Aow T ,�Ni�� INSPECTOR: low,rGc vi KRAZAN PROJECT MANAGER: 73 WEATHER: -e TEMP; �o IV e, 4 �y c+'-e,.,._.�J�x..-r ,L1' �'� Gt/� .�r-de—Q2 ��l''FT.T+�l��. ��a•�?— /x.�S���".e2 gyp,��.t- ��o� e..... LL/—"4P h-di—O }��Q/V/) L /�7"�de�T� G n �� o APO,,Tim via! ���� .ytNl� r!'nsr�.C1.szrT"inic�Sr L/�? !✓BT�.C? �_�C,/) G�A � i 1 i l t 1 4 I Equipment/Asset Number(s):ber(s): 7apoX��,e ,3�©8 d r; To the best of my knowledge,the above/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative:d'�FNO/N,-- Technician: This report Indicates our inspector's observation and testing results based on the site condition Ynd contractor's activities.This informatlon Is subject to review prier to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some Information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of I the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT2009.doc EFFECTIVE:4/22/2009 COMPACTION OUKrazan & Associates , Inc. REPORT NO.: 32931. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 9 ��l� CONTRACTOR: C PROJECTA 146— /-;ZZ4r" PERMIT NO: l57— PROJECT. 7PROJECT: Q��iY�w/SrtiLr4 G'oLCE�d"/'iriY�st ��� INSPECTOR: /_amu LOCATION: er, JURISDICTION: C. c�p,c�d&T;,z�.v KRAZAN PROJECT MANAGER: WEATHER: —czF'ga TEMP; lig° ❑ WASHINGTON DENSOME'TER ❑ SANDCONE NUCLEAR TEST ❑ OTHER LOCATION MAP N rEl Paved Areas (circle one): Sub/Agg/Asphalt �ldl Building Pad (s) t ❑ Other El 3 Trenches (circle one): Sewer/Water/Storm Drain/Utly Max Dry Opt /�� Curve Unified Soils Classification Density Moisture j �/ 10 Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction rK w M /39, 0 O o d � l Map Location: Curve Test Method: This testing does not preclude the possibiritythat the soil or hot-mix asphalt may be loosened by future construction activities or rainfall events.The compaction tests were performed at the approximate Attached Daily Avg.Std locations and elevations shown and indicate relative compaction at those locations. Horizontal and I Count Densities 3 vertical limits of the compacted area were determined by others.Our firm does not guarantee earthwork Daily Avg,Std or paving construction,nor does our work relieve the contractor's responsibility to conform to the Count moisture 3 2 —d approved project plans and specifications. Gauge# To the best of my knowledge,the above WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. ` /VDI NG F yRac7`a2 Superintendent/Representative: Technician: /p Serving the Western United States This field report indicates our inspectors observation and testlnq results based on the site condition and contractor's activities.This information is subject to review prior to final submittal. By signing this report,our inspector does not accept responsibility for validity of results.Some information on this report has been provided by others on site. Revision 2 1502 Compactions Reporcdoc Effective Date:lilt 5107 The information provided in this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Kmzan&Associates. s FIELD REPORT NO: . .,4 8 7 & Associates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: R—lo —.2012 CONTRACTOR: 41`1/71C PROJECT#: JURISDICTION:_ a;��QT�irls-i� PROJECT: ',,tr s �o �,r/r�s_�Cr!�.r 'r� PERMIT#:_ /a 3.r,` LOCATION: INSPECTOR: KRAZ4N PROJECT MANAGER: WEATHER: TEMP: Py- foesr�.v,� tea,¢ .ST�r�t. ur✓..�.e.i S fz Z FCT oR o i2o u �/J.Oe4l�.Y/..%,+ ,si!-7'".�'�4 n�`. 5T� �r/d.a'e+.d S �b�,.�L d.� r s�,n✓F�-�' .*"'�' r"�siyr.R�Tr-a��/X. Z:ICI G� i t i i P 1 Y i i Equipment/Asset Number(s): F To the best of my knowledge,the abov WAS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report Indicates our Inspector's observation and testing results based on the site condition and contractor's activities,This information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have boon provided by others on site. The information provided on this report Is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc_ 1 r Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:412212009 s t r Krazan &Associates, Inc. 1230 FINN HILL RD. POULSBO WA 98370,(360)598 2126 Project No. 106-12115 Cyl.Code P30354 Pour Date 8/10/2012 Report No. 57480 Weather CLEAR Jurisdiction CITY OF PT ANGELES Permit No. 1200000235 Project PENINSULA COLLEGE FITNESS CNTR Engineer Location PORT ANGELES Architect client WA STATE DEPT OF G.A contractor PHC Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier ANGELES R/M Plant No. 1 Site Mix Mix No. C-9646 Cem.lbs. 607 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.Ibs.1 1727 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 12:10 A71 36098 3 4 72 74 C.agg.lbs.3 Sand lbs. 1345 Water lbs. 30gal Placement Area Air Ent.(oz) 1.45 Location FOOTINGS WEST PER S2.1, REINFORCEMENT Other(oz) POLY 30.5 CONFORMS TO DETAILS 8/S3.1 Other(oz) SAMPLED @ 2 OF 5.50 YARDS TOTAL Other(oz) Other(oz) Water Added on Job(gals.) Field Test Methods Remarks PLACED BY TRUCK CHUTE CONSOLIDATED BY X ASTM 0143 ASTM C138 MECHANICAL VIBRATION X ASTM 01064 ASTM C173 X ASTM C31: Other W/C .41 inspector LOWELL DAVIS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. 8/11/2012 Cyl. Test Field Max. Comp. Tested Break; Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P30354 8/17/2012 7 4X8 12.56 50825 4,050 AC 3 X ASTM C39 P30354 9/7/2012 28 4X8 ASTM C1 09 P30354 9/7/2012 28 4X8 ASTM C617 P30354 9/7/2012 28 4X8 X ASTM C1231 P30354 9/7/2012 H 4X8 ASTM C780 P30354 Other i P30354 P30354 Test Results Remarks FR 148758 Conforming Results Reviewed By Date Reviewed Non-Conforming i Codes for Break Types: 1: Cone 2: Cone &Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Form 03101 Revision 2 - f Effective Date 12102,02 i The information provided an lais report is prepared for the exclusive use of(he trent.This report may not be reproduced In any format without the written pemtiation of the client and Krazan 8 Associates. ; i FIELD REPORT NO: 148763 iuml<XaZan & Associates, . Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTIONTESTING AND INSPECTION DATE: g / - -.;z O! CONTRACTOR: A9( PROJECT#: ��'=Ll 5~ JURISDICTION: PROJECT PERMIT* Zrte �2� X21 5- LOCATION: INSPECTOR: KRAZAN PROJECT MANAGER: WEATHER:_ lit�'„9� TEMP: .5;e 4) _ oiY T " c J T G X f r/ ZL i s i i f i f I, l } F P Equipment/Asset Number(s): E i To the best of my knowledge,the abo /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspector's obsorvition and tasting results based on the site condition and contractor's activities.This Information Is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of Me client.This report may not be reproduced in any format without the written permission of the client and Krazan 8 Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:V22t2009 Krazan &Associates, Inc. 1230 FINN HILL RD. POULSBO WA 98370, (360)598 2126 Project No. 106-12115 Cyl. Code P30358 Pour Date 8/14/2012 Report No. 57484 weather CLEAR Jurisdiction CITY OF PT ANGELES Permit No. 1200000235 Project PENINSULA COLLEGE FITNESS CNTR Engineer Location PORT ANGELES Architect Client WDGA Contractor PHC Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier ANGELES R/M Plant No. 1 Site Mix Mix No. C-9646 Cern.lbs. 608 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 1717 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.Ibs.2 2:30 A72 36129 2.8 A.75 70 74 C.agg.lbs.3 Sand Ids. 1340 Water lbs. 31gal Placement Area Air Ent.(oz) 1.5 Location BLDG E STEM WALL FOUNDATION 1.5 - 3.0/A. Other(oz) 30.6 REINFORCEMENT CONFORMS, SAMPLED 2 OF 6 YARD Other(oz) FIRST LIFT N END OF WALL Other(oz) Other(oz) Water Added on Job(gals.) 2 Field Test Methods Remarks PLACED BY TRUCK CHUTE AND CONSOLIDATED X ASTM C143 ASTM C138 BY MECHANICAL VIBRATION x ASTM C1064 ASTM C173 X ASTM C31 Other W/C .42 inspector LOWELL DAVIS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. 8/15/2012 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P30358 8/15/2012 1 4X8 12.56 24530 1,950 AC 3 X ASTM C39 P30358 8/16/2012 2 4X8 12.56 33820 2,690 OB 3 ASTM C109 P30358 8/21/2012 7 4X8 12.56 54005 4,300 JS 4 ASTM C617 P30358 9/11/2012 28. 4X8 X ASTM C1231 P30358 9/11/2012 28 4X8 ASTM 0780 P30358 9/11/2012 28 4X8 Other P30358 P30358 Test Results t Remarks FR 148763, j Conforming Results Reviewed By Date.Reviewed Non-Conforming Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar(Split) 4 i iS Form 03101 r Revision 2 EJtecave Date 12102(02 " The intomravon provided on Ihis report is prepared for the eadusive use of the 0ent.This report may not be reproduced in any formal without the written permission of the client and Krazan Q Associatw ys t i FIELD REPORT NO: 14 8 7 & Associates, Inc . GEOTECHNICAL ENCRNEERiNG - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION - DATE: 9 — a n/ CONTRACTOR: PROJECT* /D G —/ //.5" JURISDICTION: PROJECT: PERMIT#: /a L�Or�O(7 LOCATION: AzIgr INSPECTOR: KRAZAN PROJECT MANAGER: J`© WEATHER: C'L TEMP:�poS �p�S G , E G G L Gi Q-0eTie4- �Yla i5 7�G4-,2Of- <:nV . .vi.. try S i7`6 �.e"&g g1 �-.�. t7fl4., fa ���/.R2.4z- '0 Lc i o Lr� L i E Equipment/Asset Number(s): To the best of my knowledge,the abov AS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our Inspector's observation and testing results based on the site condition and contractor's activities.This Information is subject to review prior to final submittal.By signing this report.our Inspector does not accept responsibility for validity of the results.Some information an this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. s` Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT 2009 doc EFFECTIVE:4l22/2DD9 c COMPACTION & Associates, Inc. REPORT 130 GEOTECHNICAL ENGINEERING�ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: —/ T a©/Z CONTRACTOR: p h/c PROJECT#: f -/911. PERMIT NO: �e PROJECT P0'N Z N S rc..l.Q CcLc.�' T,y��S�si.�<e INSPECTOR: .4 e- ,� c74 LOCATION: ,P sP 1��l� JURISDICTION: T - KRAZAN PROJECT MANAGER. WEATHER: c" TEMP: ❑ WASHINGTON DENSOMETER ❑ SANDCONE Y NUCLEAR TEST ❑ OTHER LOCATION MAP N ❑ Paved Areas (circle one): Sub/Agg /Asphalt Building Pad (s) ❑ Other ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly Curve Unified Soils Classification Max Dry Opt I Density Moisture I i FG- Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required i Depth % Compaction s r �• o /i / 93" �,� e i rr ' i I . 91> 919 r rr g rr / ,e i i i. 4 •f t Curve Test Method: This testing does not preclude the possibility that the soil or hot-mix asphalt maybe loosened by future x Map Location: construction activities or rainfall events.The compaction tests were performed at the approximate Daily Y Av 9•Std locations and elevations shown and indicate relative compaction at those locations. Horizontal:and Count Densities vertical limitsof the compacted areawere determined byothers.Ourfirm does not guarantee earthwork Daily Avg,Std ur M 3 or paving construction,nor does our work relieve the contractor's responsibility to conform to the Count moisture / 4 approved project plans and specifications. I Gauge# 91:•• i To the best of my knowledge,the above A WAS NOT performed in accordance with the approved plans,specificatlons,and regulatory requirements, I: s Superintendent//Representative: t Technician: Serving the Western United States This field report indicates our inspector's observation and testin.results based on the site condition and contractor's activities.This information is subject to review prior to final submittal. By signing this report,our inspector does not accept responsibility for validity of results.Some information on this report has been provided by others on site. Revision z I 1302 Conipacrions Report.doc Effective Date:11/15/07 The information provided is this report is prepared for the exclusive use of die client.This report may not be reproduced in any formai vIthom thewrittenpermission of the client and Krazan&Associates. azan & Associates, Inc. FIELD REPORT NO: 1.49910 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: -- 20 L2 CONTRACTOR: PROJECT#:_. la JURISDICTION: PROJECT PERMIT#: LOCATION: /�oRT f.1N �T INSPECTOR: KRAZAN PROJECT MANAGER:_ .'[�j WEATHER:_ �^l`,gra_ TEMP: S'O!s�/ �S /S'/d��/'� 1'"�X.�a��cToR ©N SrTE tae S�L`'C/•�L .�N.S(r��GTIoA/.f}T' eo/v���r.�!/lAcsrasv?" L L✓p C E T C d:,L,41VL511 AF7- —,4f e:�7r=O,V r 4 L t' �TNao se�D sQnh a` ��g Jti�l3 Gr�fS�Aw.vJ e, i f�% /�l?tr,�Y X3.17�,G.tJ �.�u.��.� ♦� � /9LM�i iyiNH �itt"i��4� T.,Lac,t�.�/G�r"1� ��/ .. � �osttCe?ET�' vn rac5A r y-,. y sem. o*Ael" z7— "" 6-2-K92 i I i 1 l i{. Equipment/Asset Number(s): 3 To the best of my knowledge,the abov WA /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspector's observation and.testing results based on the site cc n antl contractor's activities.This information is subject to review prior to final submittal.By signing this report,out inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and KM2an&Assoc. 4 Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE;4/22/2009 I FIELD REPORT NO: �, & Associates, Inc. 49920 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ?^3�— -qf>/2 CONTRACTOR: d &en PROJECT#: /o f.�—12 a[( '' JURISDICTION: C,.TG e /Ae.QJ'An►6 ,�� PROJECT: PERMIT#: LOCATION: /�e�r- .lel, � INSPECTOR: KRA7AN PROJECT MANAGER: 17 WEATHER: GLi;�e� TEMP: Z 5&dlF;aAogoc.g�- AFRI E1a.A 15-Po4 e.scAEr. ._ .4 a—lAor, / T© 15f /-0,*- _,l7iess..,m►� 5a./. tN_,jyt®r4z;iCt3 -4.ye ^066 M.n .d -09 o GXT /�Gc, e..es�►� -:E'iJG,�'S b�ae_k�d ...dAr,�ifl.¢�e.�D. I i Equipment/Asset Number(s): F To the best of my knowledge,the abov WA /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information Is subject to review prior to final submittal.By signing this report,our f Inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. 5 Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4122/2009 .�"�K �►we raZan & ASSOCIA TES , INC . L4() GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 13,2012 KA Project No: 106- 121 15 Jim Copland WA State Department of Enterprise Services: Division of Engineering and Architecture Services P.O.Box 41012 Olympia,WA 98504-1012 RE: Peninsula College Fitness Center Port Angeles,WA Dear Mr.Copland: In accordance with your request and authorization,the following test data are presented on the following I VS reports,which are enclosed: July 20,2012 Field Report No. 148630 V Particle Size Distribution No. P30207 Particle Size Distribution No. P30207 USDA Soil Classification No. P30198 Moisture Density Analysis No. P30198 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, 5 L [yt i Kameron Binns,ICC Certified Master Inspector f' Peninsula Division KB/aw Enclosures i i f i With Offices Serving The Western United States ` 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax:(360)598-2127 t 1 �Q Zan & Associates, Inc. FIELD REPORT NO: 1.48630 GEOTECHNICAL ENGINEERING o ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7 -;?- CONTRACTOR: S PROJECT#: ©l--1 1 JURISDICTION: - PROJECT URISDICTION:_PROJECT .+'� 'U� �" GG mi=l T"- [` �'-� PERMIT M LOCATION: P11V INSPECTOR:, KRAZAN PROJECT MANAGER: �/�-27 tl'6 WEATHER: 0 r^ TEMP: 00 / ; 1 I t Iwo �. c--res t 7 p Equipment/Asset Number(s): To the best of my knowledge,the above AS,/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. s Su erintendent/Re re`�ntative: Technician: This report Indicates our inspector's observation and testing results based on the site condition and contractors activities.This Information Is subject to review prior to final mitral.By signing this report.our inspector does not accept responsibility for va®dily of the results.Some information on this report may have been provided by others on site. The information provided on this rarort Is prepared for the exclusive use of i tho dlent.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. f Offices Serving the Western United States Bothell (425)485-5519 Gresham.(503) 665-3574 Poulsbo (360)598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4122/2009 t r Particle Size Distribution Report .�{ S G G C C G O N c0Op O O N m M N .- M 7A 4h7t U # � f 7! � 109 0 I --- 10 99 � - t 80f - -{- i - i- 20 70 i� I I I 'I I I III I III ' I �I 30 LU i. i I JI f l I IJIJf� l I�E ' 111 ; II Z 60 -k-I- l i- 1..._-..J-L _:40 m FL I I �I I I. I !� . I; k I I I- _ _ l _ 59 - t—t-- } - 50 -I ! I I II I t 40 69 Y UJ -'`�-� I '; i Il I i �( I I t M m 30 7--- t -I f'--1.. __ ' i -I— �--- 70 X 2080 10 90 0 I I ( I 100 100 1 1 0.1 0.01 0.001 GRAIN SIZE-mm. %+3" _ ..___ %Gravel _ %Sand-_�_ %Fines Coarse '^Fine Coarse Medium Fine Silt Clay 0.0 79.1 20.9 Test Results(ASTM 136& ASTM 117) - Material Description Opening Percent Spec." Pass? GRAVEL W/SAND AND SILT Size Finer (Percent)' (X=Fail) 1.5 100.0 1 76.4 _Atterberg Limits(ASTM D 4318) .75 20.9 PL= NP LL= NV PI= NP .625 7.3 .5 1.5 Classification .375 0.8 USCS(D 2487)= AASHTO(M 145)= Coefficients D90= 28.3235 D85= 27.0024 D60= 23.3074 D50= 22.2369 D30= 20.1516 D95= 18.0855 D10=.16.8682 Cu= 1.38 Cr 1.03 Remarks FIELD REPORT: 148630 FIELD DESCRIPTION: 1.25"MINUS CLEAN CRUSHED ROCK Date Received: 7/20/2012 Date Tested: 7/25/2012 Tested By: OB Checked By: AC Title: LABORATORY MANAGER (no specification provided) -- Location:HOLCOMB PIT STOCKPILE Date Sampled: 7/20/2012 Number:Samole P30207 Client: C AND J " Project: PENN COLL FITNESS CENTER � OLZW . Project No: 106-12 Figure i t , Particle Size Distribution Report c c e e = S G D o D 0 o 0 0 100 90 J10 80 t - -�- --20 70 -r- TI m ii 40 0 Z 60 -Zi U so ! ! jl ! ! ! 1 I ! I II I I �i I 3o n 40 I�I� I I ! ! _ OD w ! I 1 T t - g0 CLrn 70 X 20 80 10 1190 I I �I t 1 1 1 t � 1 I I ! I I I 0 r1 100 10 1 0.1 0.01 0.001 100 GRAIN SIZE-mm. %Stones %+3 - %Gravel %Sand %Silt /,Clay Coarse Medium Fine V.Crs., Cr .sI Med. Fine Fin Crs. _ Fine 0.0 0.0 8.4 26.1 24.0 5.6 14.9 18.4 9.2 ; 13.4 Test Results(ASTM 136& ASTM 117) Material Description Opening Percent Spec." Pass? POORLY GRADED SILTY SAND W/GRAVEL Size Finer (Percent) (X=Fail) 1.5 100.0 1 96.9 Atterberg Limits(ASTM D 43181 .75 91.6 PL= NP LL= NV PI= NP 625 85.9 Classification 5 71.5 USCS D 2487= SP-SM AASHTO M 145= A-1-a .375 71.8 ( )" ( �` #4 65.5 CQeffiicients #10 41.5 D90= 18.0041 D85- 15.5102 D80= 3.7826 #18 35.9 D50=2.7466 D30= 0.4563 D15=0.1253 #35 31.0 D10= Cu' Cc= #60 22.6 Remarks #100 16.6 #140 13.8 FIELD REPORT:N/A #200 12.0 FIELD DESCRIPTION:TAN FINE SAND #270 11.1 Date Received: 7/19/2012 Date Tested: 7/24/2012 Tested By: OB Checked By:AC Title: LABORATORY MANAGER (no specification provided) Source of Sample: SAMPLE#1 Date Sampled: 7/19/2012 Sample r: P30198 Client: PENINSULA COLLEGE Project: PENINSULA COLLEGE Kit r No: Figure x , USDA Soil Classification so--- - \7 \/ d- 50 BY V P. ic --'_ --=` og olb po tb 'a o Percent Sand SOIL DATA Sample Depth Percentages From Material Passing a#10 Sieve Source No. Sand Silt ClayClassification SAMPLE#1 P30198 73.3 16.0 10.7 Sandy loam \ Client: PENINSULA COLLEGE Project: PENINSULA COLLEGE Krazan . Pro'ect No.: 106-12115 Figure i 1 t i MOISTURE DENSITY ANALYSIS 132 127 i f , I 122 CL 0or _ l , h c - - 117 { 112 ` , , , 107 1 3 5 7 9 11 13 Water content, % Test specification: ASTM D 1557-02 Procedure C modified Oversize correction a iied to each point Elev/ Classification NaL S G. LL PI oda> %< Depth USCS AASHTO Moist. p� 314 in. No.200 SP-SM A-1-a NV NP 8.4 12.0 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 125 pcf 123 pcf POORLY GRADED SILTY SAND W/ GRAVEL Optimum moisture=7% 7% Project No. 106-12115 Client: PENINSULA COLLEGE Remarks: Project: PENINSULA COLLEGE FIELD REPORT:N/A FIELD DESCRIPTION:TAN FINE SAND • Source: SAMPLE#1 Sample No.:P30198 SAMPLE ID:P30198 .01 _ 'MaK aza1 Figure 4��Kr .Zan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 13,2012 KA Project No: 106 12115 Jim Copland WA State Department of Enterprise Services: Division of Engineering and Architecture Services P.O.Box 41012 Olympia,WA 98504-1012 RE: Peninsula College Fitness Center Port Angeles,WA Dear Mr. Copland: In accordance with your request and authorization,the following test data are presented on the following reports,which are enclosed: July 20,2012 Field Report No. 148630 Particle Size Distribution No. P30207 Particle Size Distribution No. P30207 USDA Soil Classification No. P30198 Moisture Density Analysis No. P30198 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. i Respectfully submitted, i k 's 7 i Kameron Binns,ICC Certified Master Inspector Peninsula Division I KB/aw Enclosures s i With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A!P Pouisbo,Washington 98370•(360)598-2126•Fax:(360)598-2127 l i t i FIELD REPORT' NO: 1.48630 aZan & Associates, Inc. GEOTECHNICAL.ENGINEERING • ENwRONhtENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ��✓�C',-/ CONTRACTOR: .5 fly J� PROJECT#: !(2�r�f.2 1 .. JURISDICTION: PROJECT: J'��U� r�C! �=/T' (` ?'. PERMIT#: LOCATION: P/V INSPECTOR:_ KRAZAN PROJECT MANAGER: l%-)-�1 WEATHER: r TEMP: ae S r s /9 s -4 GPu is c r 10 S f I i i Equipment/Asset Number(s): I. I S To the best of my knowledge,the above /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. } Su erintendent/Re re'9"entative: Technician: _ p P This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This Information La subject to review prior to rmal "ttal.By signing this report.our # inspector does not accept responsibility for validity of the results.Some information on this report may have been prtwtded by others on site. The information provided on this r ort s prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. s I Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT 2009 doe EFFECTIVE:4!22!2009 { t , Particle Size Distribution Report c c 0 g 0 c c e ' c 5 E 0 ON 0 �0• t0p 0 CY 100 � i 90 10 80 4- 20 Z 60 - fI i I L-J-1-1 1; 1.__._l 40 u I I I I l I I li II I I I I I Z i— _�__ I_I ! _ _ I _ Z 50 +i{ I I ! j- I so O U _ D 40 I�- - # # I -t 60 UJ m 30 20 ' _#- 80 ! I i.. I I I I Il IC' I ( I I I p i I ( 100 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. %+3,. _-_%Gravel %Sand _._ %Fines Coarse Fine Coarse Medium Fine Slit Clay 0.0 79.1 20.9 Test Results(ASTM 136& ASTM 117) _ Material Description Opening Percent Spec." Pass? GRAVEL W/SAND AND SILT Size Finer (Percent) (X=Fail) 1.5 100.0 1 76.4 Atterberg Limits(ASTM D 4318) .75 20.9 PL= NP LL= NV Pl= NP .625 7.3 .5 1.5 Classification .375 0.8 USCS(D 2487)= AASHTO(M 145)= Coefficients D90=28.3235 D85= 27.0024 D80= 23.3074 1350= 22.2369 D30= 20.1516 095= 18.0855 D10= 16.8682 Cu= 1.38 Cc= 1.03 Remarks FIELD REPORT: 148630 FIELD DESCRIPTION: 1.25"MINUS CLEAN CRUSHED ROCK Date Received: 720/2012 Date Tested: 7/25/2012 Tested By: OB Checked By: AC Title: LABORATORY MANAGER (nospecification provided) Location:HOLCOMB PIT STOCKPILE i : P 0207 ;, Date Sampled: 7/20/2012 SamoClient: C AND 3 Project: PENN COLL FITNESS CENTER n. Pro ect No: 6-12 Figure i T Particle Size Distribution Report c c c ,c = _ '� 0 0 0 0 0 `S' w 0 m M iv _ :� � 100 0 90 r -' t i i - 10 80 � _ ; I' I I� ! -�---- r � '; -r -+-T- -� 20 70 If: I -+- i 30 "t7 Z 60 i C.-' _i__I 410 0 Z 50 _. _ �_ _ _ Z-I � ' I I -I I ' I - 5occ n 40 I. I ! I I I I I O ! i ! - I, ! 1 -1 Tt so M CO 30 H 70 :n 20 - - - -!- { -- t 80 10 - ? - {- -- - 90 0 �' 100 100 10 1 b - . 0.1 0.01 0.001 GRAIN SIZE-mm. %stones %+3" Gravel %Sand %Silt _.._..._._.................------- -•- - __......._...---�----- Clay Coarse Medium Fine crs., Crs. I Med. Fine .Ft Crs. Fine 0.0 0.0 8.4 26.1 24.0 5.6 4.9 18.4 9.2 ; 13A Test Results(ASTM 136& ASTM 117) Material Description Opening Percent - Spec.`, Pass? POORLY GRADED SILTY SAND W/GRAVEL Size Finer (Percent) , (X=Fail) 1.5 100.0 1 96.9 Atterberg Limits(ASTM D 4318) .75 91.6 PL= NP LL= NV Pi= NP 625 85.9 Classification .375 71.8 USCS(D 2487)= SP-SM AASHTO(M 145)= A-1-a #4 65.5 Coefficients #10 41.5 1390= 18.0041 D85= 15.5102 D60= 3.7826 #18 35.9 D50= 2.7466 D30= 0.4563 D15=0.1253 #35 31.0 1310= Cu= Cc= #60 22.6 #100 16.6 Remarks #140 13.8 FIELD REPORT:N/A #200 12.0 FIELD DESCRIPTION:TAN FINE SAND #270 11.1 Date Received: 7/19/201.2 Date Tested: 7/24/2012 Tested By OB Checked By: AC Title:LABORATORY MANAGER (no specification provided) -_.... Source of Sample: SAMPLE#1 Date Sampled: 7/19/2012 a r: P30198 Client: PENINSULA COLLEGE Project: PENINSULA COLLEGE -9-m-AaKirazaa-- .. Project No: 106-12115 Fi ure USDA Soil Classification ,moo so`•`�t`t ---K---, `\2 NN A IPA IN :.� IGFF.it11 \ ` 0� O WO 10j0 Percent Sand SOIL DATA Sample Depth Percentages From Material Passing a#10 Sleve Source No. Sand Silt ClayClassification SAMPLE#1 P30198 73.3 16.0 10.7 Sandy loam Client: PENINSULA COLLEGE Project: PENINSULA COLLEGE Krazati . . f Project No.: 106-12115 Figure q S t t MOISTURE DENSITY ANALYSIS 132 E — I 127 i 122 4 Q -- - 40 � f A- 107 117 - 1 3 5 7 9 11 13 Water content, % Test specification: ASTM D 1557-02 Procedure C modified Oversize correction applied to each point Elev/ Classification Nat %> %< Depth USCS AASHTO Moist. Sp.G. LL PI 314 in. No.200 SP-SM A-1-a NV NP 8.4 12.0 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 125 pcf 123 pcf POORLY GRADED SILTY SAND W/ GRAVEL Optimum moisture=7% 7% Project No. 106-12115 Client: PENINSULA COLLEGE Remarks: Project: PENINSULA COLLEGE FIELD REPORT:NIA FIELD DESCRIPTION:TAN FINE SAND • Source:SAMPLE#1 Sample No,:P3019$ SAMPLE ID:P30198 Figure j f 1 � '4 b�f0�"KraZan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 6,2012 KA Project No: 106- 12115 Jim Copland WA State Department of Enterprise Services: Division of Engineering and Architecture Services P.O.Box 41012 OIympia,WA 98504-1012 RE: Peninsula College Fitness Center Port Angeles,WA Dear Mr.Copland: In accordance with your request and authorization,the following test data are presented on the following reports,which are enclosed: August 07,2012 Field Report No. 148752 Compaction Report No. 32930 Particle Size Distribution No. P30309 Moisture Density Analysis No. P30309 August 08,2012 Field Report No. 148506 Compaction Report No. 32383 August 09,2012 Field Report No. 148756 Particle Size Distribution No. P30317 Moisture Density Analysis No. P30317 Field Report No. 148755 Compaction Report No. 32931 August 10,2012 Field Report No. 148758 Cylinder Report No. 57480—7 Day Break August 14,2012 Field Report No. 148763 Cylinder Report No. 57484—7 Day Break August 17,2012 Field Report No. 148769 Compaction Report No. 33017 ' 3 August 27,2012 Field Report No. 149910 i August 31,2012 Field Report No. 149920 f 4 With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax:(360)598-2127 : Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, 1 K+ta� Kameron Binns,ICC Certified Master Inspector Peninsula Division KB/aw Enclosures i i I I i 4 i i S f i { i Krazan&Associates,Inc. Offices Serving The Westem United States j f 48752 l aZan & Associates, Inc, FIELD REPORT NO: , GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CONTRACTOR: - PROJECT#: /d l -lam//ti JURISDICTION: PROJECT: PERMIT#:_ LOCATION: ��Le�rrl� INSPECTOR:�2e., KRAZAN PROJECT MANAGER: �) WEATHER: _/� ,,¢-� TEMP: ©�'S 7-2-1 r * /ST4 14f:7-- / G/J ter¢ lel �fc �ierd�I? �'� i4 �� a4Rnkr .sr��r e _ Ai T",.¢G- Pz"g! r 7a� rf �,? T tFT�r o•� �� ••Q r�a4 /�,00�'� j-`o lVen C Tn 619QJ20 T guz .�� 2993 r•_rena t s 5 } 22 C Equipment/Asset Number(s): To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements, Superintendent/Representativoqq e c'0- Technician: I This report Indicates our inspectors observation and testing resuhs based on the site condition and contractor's activities.This information Is subject to review prior to final submittal.By signing this report,our ' inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The Information provided on this report Is prepared for the exclusive use of F the client.This report may not be reproduced in any format vdthout the written permission of the client and Krazan&Assoc. t Offices Serving the Western United States ,Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:Rl22Y1008 pz r COMPACTION 40MKIazan & Associates , Inc. REPORT NO.: GEOTECHNicAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONsmuciioN TESTING AND INSPECTION DATE: CONTRACTOR: 2A/ C PROJECT#: PERMIT NO: 6R —OePc"2 © PROJECT INSPECTOR: AFtG Z24e-wr c� LOCATION: JURISDICTION: �,�,cr- L KRAZAN PROJECT MANAGER: `'� WEATHER: M, G,cc T— TEMP: ❑ IIUASHINGTON DENSOM ETER ❑ SANDCONE ONUCLEAR TEST ❑ OTHER LOCATION MAP N ❑ Paved Areas (circle one): Sub/Agg/Asphalt Building Pad (s) � /�r ❑ Other ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly Max Dry Opt Curve Unified Solis Classification Density Moisture a i �O�T� Qrm'�oori-vim� i i Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction TN !r TC n r L r ozy Art i �! G�f m �tof� col I IZ�Ct .�� fid- Map Location: Curve Test Method: This testing does not preclude the possibility that the soil or hot-mbc asphalt may be loosened by future construction activities or rainfall events.The compaction tests were performed at the approximate ❑Attached Daily Avg.Std locations and elevations shown and indicate relative compaction at those locations. Horizontat and Count Densities vertical limits ofthe compacted area were determined by others.Our firm does not guarantee earthwork Count moisture 7 3 oZ. or paving construction,nor does our work relieve the contractors responsibility to conform to the approved project pians and specifications. Gauge# To the best of my knowledge,the above WAS/WAS NOT performed In accordance with the approved plans,specifications,and regulatory requirements. rr-�NOfNG.G,�/�it�,4L�5/mac Superintendent/Represerttafive: Technician: I 4 S Serving the Western United States This field report indicates our inspectors observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to finat subminai. j By signing this report,our inspector does not accept responsibility for validity of results.Some information on this report has been provided by others on site. 1502 Compactions ReportRevision 2.doe Effective Date:11/15/07 The information provided in this repon is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Associates. i' 1 I Particle Size Distribution Report � . _ � n o00 o S '� S 100 o 90-i- { , i l 10 it 20 ! I70 Ii 0 Z 60 40i l mn i% I I� i l i l l i li i I 11 II I Z W 50-1 I I I I I �° ' ! I E I I '( -�I--- --- 50 n lY 40 LLJ CO- - a I ilt ( I i i m 30 20....�- r 7- 1. f - - - - 80 10 I. L. 0 �I I �I � , �i I ' I..i i f �I! E � , I 100 100 10 1' 0.1 0.01 0.001 GRAIN SIZE-mm. +3„ %Gravel %Sand %Fines % Coarse I Fine Coarse Medium Fine Silt I Clay 0.0 10.4 1 42.4 21.9 ! 16.8 1 4.4 4.1 Test Results(ASTM 136& ASTM 117) Materia)Description Opening Percent Spec.` Pass? WELL GRADED GRAVEL W/SAND Size Finer (Percent) (X=Fall) 2 100.0 1.5 99.8 Atterberg Limits(ASTM D 4318) 1 97.7 PL= NP LL= NV Pi= NP 75 89. .625 83.11 Classification .5 72.4 USCS(D 2487)= GW AASHTO(M 145)= A-1-a .375 63.5 Coefficients 94 47.2 D90= 19.2993 D85= 16.6559 D60= 8.1830 98 29.0 D60= 5.3106 D30=2.4652 D15= 1.0532 #16 16.4 D90= 0.5752 Cu= 14.23 Cc= 1.29 #40 8.5 #60 6.7 Remarks #100 5.5 FIELD REPORT: 148752 #200 4.1 FIELD DESCRIPTION: 1 1/4"CSBC Date Received: 8/7/2012 Date Tested: 8/9/2012 Tested By: OB Checked By: AC i Title: LABORATORY MANAGER } (no specification provided) Location: ON SITE STOCI{ Date Sampled: 8/7/2012 SaMDle Nu P30309 ; Client: WASHINGTON DEPT.GENERAL ADMIN Project: PENINSULA COLLEGE FITNESS CENTER r ie t - 1 $ Fi ure i i E . . i � � ` t , FIELD REPORT NO: -1,48506 -M==1ZKrazan & Associates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: CONTRACTOR: PROJECT#: �i�✓/ 1/ 5 JURISDICTION: �r� 8 o2 54/9L PROJECT: c?ri//it! Zl t�l+ �� �° / /vPS�' PERMIT#: l� • vC�C7 .S LOCATION: � 'S/v es INSPECTOR: 1h ef/f"f KRAZAN PROJECT MANAGER: r.7WEATHER: TEMP: Co� 111,P424A wgp - 8 �/� c)� Al m drys �� - �a�✓ a �r l���• ' avow A2/6 / AZ,0 Var�Q>Ar- �` r dry P /6I ®l�*VX5660 be4 zoa)e�e wY/ fkP xn /a &Q2e M V13 �erq d-- f e f t f I l I } I I G& f t I I S Equipment/Asset Number(s):- To the best of my knowledge,the above AAS/ S NOT performed in accordance with the approved plans,specifications,and regulatory requirements. I Superintendent/Representative: Technician: I This report Indicates our inspector's observation and testing results based on the site condition and contractor's activities.This r atfon I subject to review prior to final submittal.By signing this report,our -.inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others site. The Information provided on this report is prepared for the exclusive use of client.This report may not be reproduced In any format without the written permission of the client and Kra=&Aasoc. § c Offices Serving the Western United States ~sell (425)485-5519 Gresham (503) 665-3574 Poulsbo--(360)598-2126 Puyallup (253)939-2500 AD REPORT2009.doc EFFECTIVE:4/2=009 { ,� COMPACTION mac` n & Associates , Inc . REPORT NO.: 32383 GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TEsnNG AND INSPECTION DATE: g.g�xj 2 CONTRACTOR: r � PROJECT#: /D!o ' /nl/IS PERMiTNO: PROJECT: �N/AYS' � 6&6Ve 11VAleff e"444 INSPECTOR: j/ LOCATION: -C JURISDICTION: �%f C9Q�AV 2Ce°'S KRAZAN PROJECT MANAGER: 8 WEATHER: Iff TEMP: ❑ WASHINGTON DENSOMETER ❑ SANDCONE NUCLEAR TEST ❑ OTHER�V IYY 0-6 LOCATION MAP ❑ Paved Areas (circle one): Sub/A g/As halt NT Building Pad (s) i ❑ Other 1 ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly 4 Max Dry Opt 2 t Curve Unified Solis Classification Density Moisture C- t 3 t I 4 r 2 } i 7 I Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction i '� ar S�t� /, �• �� >3G 1 � 5 i i i } i Curve Test Method; - This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future Map Location: /yrs`7' construction activities or rainfall events.The compaction tests were performed at the approximate ❑Attached Daily Avg.Std locations and elevations shown and indicate relative compaction at those locations. Horizontal and j Count Densitiesf d2 vertical limits of the compacted area were determined by others.Our firm does not guarantee earthwork Daily Avg.Std a-7 or paving construction,nor does our work relieve the contractor's responsibility to conform to the r Count moisture U Gauge# 7ar3 approved project plans and specifications. i l To the best of my knowledge,the above WAS/WAS NOT performed In accordance with the approved plans,specifications,and regulatory requirements. /� e s j,Q a Superintendent/Representotive: ' r Technician: { Serving the WesternViiited,States This field report Indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal. By signing this report,our inspector does not accept responsibility for validity of results.Some information on this report has been provided by others on site. Revision z { 1502 Compactions 8eporrdoc Effective D we:11/15107 t The information provided in this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Kraun&Associates. r 1 FIELD REPORT NO: 148756 aZal & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 4-T—2n/2 CONTRACTOR: X.h PROJECT#: zK--Q-11 ti- JURISDICTION: PROJECT �,�zi Ar z A PERMIT#: /o2 62on[Z?,�4 LOCATION: INSPECTOR: KRAZAN PROJECT MANAGER: T WEATHER: c��,�,�,:Q TEMP: _-20 0 Tar.. s o Z • I 5 i t i le tt (k Equipment/Asset Number(s): t To the best of my knowledge,the abov performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our Inspectors observation and testing results based on the site condition and contractor's activities.This Information Is subject to review prior to final suWRtal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The Information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any fOmrat without the written permission of the client and Kwan&Assoc: r� Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:412212009 r S Particle Size Distribution Report c c c 6 q c m o (0(�� {{0�� .op tap o g 100 j0 so i I 4f , � � ,I I i li i ( ! ;!� � I I _!r f_ 10 80 20 -- 70 � ' - 0 of W — 30 M I. Z� 60III! � a0 M I � I: 1� Z50 - - {- --- - -- - -- _- _. . -r --+-- s0 LU L[if, 40 ! , -ll I I T � - 60 o- CA I ++, f I. I ! !I ! I 4i it ( I. I ! I I rn 30 t-t r ff t- -r - I- I - --— i {-,' I- - —... 70 70 it _;,-. i ? I '+ l; i � �I • I ( ! i ! : i ir' � I - .i_ I' °! � .� ' .f .� �.. .. f _ 80 -90 01-- I" , . 100 10 1 0.1 0.04 0.001, 100 GRAIN SIZE-mm. %Gravel %Sand %Fines Coarse Fine Coarses Medium Fine Silt Clay 0.0 0.0 0.2 0.0 5.2 1 60.8 33.8 Test Results(ASTM 136& ASTM 117) Material Description Opening Percent Spec." Pass? SILTY SAND Size Finer (Percent) (X=Fall) .375 100.0 #4 94.8 Atterberg Limits(ASTM D 4318) #8 99.8 PL= NP LL= NV P1= NP #16 9 . #40 944.66 Classification #60 83.7 USCS(D 2487)= SM AASHTO(M 145)= A-2-4(0) #100 60.2 Coefficients #200 33.8 D90= 0.3140 DS5= 0.2599 D60= 0.1492 D50= 0.1180 D30= D15= D10= Cu= Cc= Remarks FIELD REPORT: 148756 FIELD DESCRIPTION:PIT RUN/SAND Date Received: 8/9/2012 Date Tested: 8/13/2012 Tested By: OB Checked By: AC Title: LABORATORY MANAGER (no specification provided) Location: SHOTWELL PIT Date Sampled: 8/9/2012 Samnle Number: P30317 Client: WASHINGTON DEPT.GENERAL ADMIN Aq& KnProject: PENINSULA COLLEGE FITNESS CENTER <Izan Pro ect No: - Figure + f MOISTURE DENSITY ANALYSIS 114 L_J 7 F log It 104 21Z t 99 94 74 777---- 89 1 3 5 7 9 11 13 Water content, % Test specification: ASTM D 1557-02 Procedure B modified Oversize correction applied to each point Elev/ Classification Nat. SP.G. LL PI %> %< Depth USCS AASHTO Moist 318 In. No.200 Sm A-2-4(0) NV NP 010 33.8 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 103 pef 103 pef SILTY SAND Optimum moisture=7% 7% Project No. 106-12115 Client: WASHINGTON DEPT.GENERAL ADMIN Remarks: Project: PENINSULA COLLEGE FITNESS CENTER FIELD REPORT:148756;DATE:8-13-12 SAMPLE:P30317 Location:SHOTWELL PIT FIELD DESCRIPTION-PIT RUN/SAND Kx . an Figure 55 oLzan & Associates, Inc . FIELD REPORT NO: 1487 GEOTECHNICAL ENGINEERING • ENAPONMENTAL ENGINEERING CONSTRUCTION TESTWG AND INSPECTION DATE: R-j-Zz_a"2 CONTRACTOR: �f/C PROJECT#: tilt-/�//� JURISDICTION: c��yTr�,QT A,s• rer��� PROJECT-- �,a �i� T � G=sr,�tPERMIT#: LOCATION:_/na r 4g -c K:s INSPECTOR: 4oc,-,,rGe KRAZAN PROJECT MANAGER: WEATHER: CG�.�,t� TEMP. _ I IY YI M YYY��YIsnYY A•d9DiTi�.cr�♦ ���T �IYQ r�..,...,r�sc�Ti�,'Sd i� !✓�Z"s^o ����^ Gi.9 � •7 �� f �c�•�' c�T.a,[ar �.c-O.etT "3�L 3e2- QST i I i 4 - 5 4 • i t A i SS4 S S I 3 S i 3 r Equipment/Asset Number(s): 7R'oX,ee,t, .3708 d i To the best of my knowledge,the above/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. +: Superintendent/Representative:�'�N,O/tib Technician: i This report indicates our inspector's observation and testing results based on the site ooMillion contractor's activities.This information Is subject to review prior to final Submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some Iniorrnation on this report may have been provided by others on site. The information provided on this report Is prepared for the exclusive use of the client.This report may not be reproduced M any brtnat without the written permission of the client and Krazan 8 Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT2009.doo EFFECTIVE:4/22/2008 COMPACTION aZan & Associates , Inc. REPORT NO.: 32931 GEOTECHNICAL ENGINEERING•ENviRONMEWAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Q g— 20/.3. CONTRACTOR: loyr PROJECT#: /O 6 /.tet Z/r PERMIT NO: /a 92MV V-, a :167-- PROJECT G'edCG`fiTiY�sc ,�,��� INSPECTOR: LOCATION: JURISDICTION: C',7`c KRAZAN PROJECT MANAGER: --- U-6 WEATHER: _ C'G6,�g TEMP: ° ❑ WASHINGTON DENSOMIETER ❑ SANDCONE 0 NUCLEAR TEST ❑ OTHER LOCATION MAP N ❑ Paved Areas (circle ane): Sub/Agg/Asphalt Building Pad (s) y � ❑ Other 3 ® ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly Curve Unified Soils Classification Max Dry Opt S � / Density Moisture Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction i . i ce !/ t i t Map Location: Curve Test Method: This testing does not preclude the possibilitythat the soil or hot-mix asphalt may be loosened by future l construction activities or rainfall events.The compaction teats were performed at the approximate ❑Attached Daily Avg.Std locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities �J vertical limits of the compacted area were determined by others.Our rum does not guarantee earthwork Count moistureor paving construction,nor does our work relieve the contractor's responsibility to conform to the I approved project plans and specifications. Gauge# To the best of my knowledge,the above WAS NOT performed in accordance vvith the approved plans,specifications,and regulatory requirements. POiV.0/n/G- 9RocTp2 I Superfnfendent/Representative: Technician: Serving the Western United States This field report Indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information Is subject to review prior to final submittal. By signing this report,our inspector does not accept responsibility for validity of results.Some Information on this report has been provided by others on site. Revision 2 1502 Cnmpocdons Reporrdoe Effective Dam:11115/07 The infamelion provided in this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Kmzan&Associates. FIELD REPORT NO: 148758 �Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: X10 -a0L2 CONTRACTOR: ie/lC PROJECT#: ---e24- _ JURISDICTION: C.Ta e��aT�irr� PROJECT: f��,LK;s , a CQLI �,r�r�s$ G ,vr�2 PERMIT#: /a c52gpo a a LOCATION: INSPECTOR: �GC KRAZAN PROJECT MANAGER:. WEATHER: G` .¢ TEMP: ,y-a IO � �.��.4.r1 I/y S�.�CTo.•e os'r SiT.� �a.Q CoyG',4.�7�' �.�C s�.�lsr� �� �c�7^iiy�. Fosyy.v,� .'Co.4 ST�irL rvA�g fe 1 IZ QgEr .4asr/ S r o.y rie -r•• i x l-C ri f .s Ar T. li I i I { 1 Equipment/Asset Number(s): - To the best of my knowledge,the abov W�WAS NOT performed in accordance with the approved plans,s specifications,and regulatory ryrequirements. Superintendent/Representative: Technician: € This report Indicates our Inspectors observation and testing results based on the site condition and contractor's activities.This information Is subject to review prior to final submittal.Sy signing this report,our 3 Inspector does not accept responsibility for validity of the results.Some Information on this report may have been provided by others on site. The informationrovided on this report is the diem.This report may not be reproduced m arty format wittwut lite written permission of the client and Krazan&Assoc P P Prepared for the exclusive use of {j} Offices Serving the Western United States j Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doC EFFECTIVE:4P22/2009 j i Krazan&Associates,Inc. 1230 FINN HILL RD.POULSBO WA 98370,(360)698 2126 project No. 106-12115 Cyt.code P30354 Pour Date 8/10/2012 Report No. 57480 Weather CLEAR Jurisdiction CITY OF PT ANGELES Permit No. 1200000235 Project PENINSULA COLLEGE FITNESS CNTR Engineer Location PORT ANGELES Architect Client WA STATE DEPT OF G.A contractor PHC Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual 'Weights Weights Supplier ANGELES R/M Plant No. 1 Site Mix Mix No. C-9646 Cem.lbs. 607 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.tbs.1 1727 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 12:10 A71 36098 3 4 72 74 C.agg.lbs.3 Sand lbs. 1345 Water lbs. 30gal Placement Area Air Ent(oz) 1.45 Location FOOTINGS WEST PER S2.1, REINFORCEMENT Other(oz) POLY 30.5 CONFORMS TO DETAILS 8/S3.1 Other(oz) SAMPLED @ 2 OF 5.50 YARDS TOTAL other(oz) Other(oz) Water Added on.lob(gals.) Field Test Methods Remarks PLACED BY TRUCK CHUTE CONSOLIDATED BY X ASTM C143 ASTM C138 MECHANICAL VIBRATION X ASTM C1064 ASTM C173 X ASTM C31 Other W/C .41 inspector LOWELL DAVIS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. 8/11/2012 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P30354 8/17/2012 7 4X8 12.56 50825 4,050 AC 3 X ASTM C39 P30354 9/7/2012 28 4X8 ASTM C109 P30364 9/7/2012 28 4X8 ASTM C617 P30354 9/7/2012 28 4X8 X ASTM C1231 P30354 9/7/2012 H 4X8 ASTM 0780 P30354 Other l P30354 P30354 Test Results Remarks FR 148758+' Conforming j Results Reviewed By fY/^ Date Reviewed Non-Conforming GGGG"'' y Codes for Break Types: 1: Cone 2: Cone&Split 3:Cone&Shear 4: Shear 5: Columnar(Split) Form 03101 fteviWn 2 1 Ell*No Dal#12412V2 The informovan provided on this(#port is prepared for the axdusive use of lha diets.This report may not be reproduced In any formal 94hout Me widen permtsalm of Ude client and Kramn d Associates. i C 1' 'Krazan & Associates, Inc. FIELD REPORT NO: 148763 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRucrioN TESTING AND INSPECTION DATE: `sem`—ZCONTRACTOR: ✓ � PROJECT#:_ .;2"--__.-/2// JURISDICTION: PROJECT Ar-,_ E&sem., .Q PERMIT* f,;z LOCATION: INSPECTOR: KRAZAN PROJECT MANAGER: WEATHER:_ C� „�� TEMP: 1� d f L 14 t 2 ri G `!% 44 E 5 4 _ t l j l i. t { l Equipment/Asset Number(s): i To the best of my knowledge,the abo�/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition end contractors aciivities.This information Is subject to review prior to finaf submittal.By signing this report,our Inspector does not accept responslbiitty for validity of the results.Some information on this report may have been provided by others On site. The Information provided on this report Is prepared for the exclusive use of the client.This report may not be reproduosd In any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham(503) 665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2508 l L DAILY FIELD REPORT 2009.doc EFFECTIVE;4l2212009 { 1 Krazan i Associates, Inc. 1230 FINN HILL RD.POULSBO WA 98370,(360)598 2126 Project No. 106-12115 Cyl.Code P30358 Pour Date 8/1412012 Report No. 57484 weather CLEAR Jurisdiction CITY OF PT ANGELES Permit No. 1200000235 Project PENINSULA COLLEGE FITNESS CNTR Engineer Location PORT ANGELES Architect Client WDGA Contractor PHC Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier ANGELES R/M Plant No. 1 Site Mix Mix No. C-9646 Cem.lbs. 608 Mix Air Unit F.Ash lbs. Slump Temp. Temp, Wt. C.agg.lbs.1 1717 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.tbs.2 2:30 A72 36129 2.8 4.75 70 74 C.agg.tbs.3 Sand lbs. 1340 Water lbs. 31 gal Placement Area Air Ent.(oz) 1.5 Location BLDG E STEM WALL FOUNDATION 1.5 - 3.0/A. other(oz) 30.6 REINFORCEMENT CONFORMS, SAMPLED 2 OF 6 YARD Other(oz) FIRST LIFT N END OF WALL Other(oz) Other(oz) Water Added on Job gals. 2 Field Test Methods Remarks PLACED BY TRUCK CHUTE AND CONSOLIDATED X ASTM C143 ASTM C138 BY MECHANICAL.VIBRATION x ASTM C1064 ASTM C173 X ASTM C31 Other W/C .42 Inspector LOWELL DAVIS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. 8/15/2012 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P30358 8/15/2012 1 08 12.56 24530 1,950 AC 3 X ASTM C39 P30358 8/16/2012 2 4X8 12.56 33820 2,690 OB 3 ASTM C109 P30358 8121/2012 7 4X8 12.56 54005 4,300 JS 4 ASTM C617 P30358 9/11/2012 28 08 X ASTM C1231 P30358 9/11/2012 28 4X8 ASTM C780 P30358 9/11/2012 28 08 Other P30358 P30358 Test Results Remarks FR 148763 j f Conforming Results Reviewed By Date Reviewed Non-Conforming Y Codes for Break Types: 1: Cone 2: Cone'&Split 3: Cone&Shear 4: Shear 5:Columnar(Split) { F=03101 Revision 2 Eaecae Gate 12!02102 t The Infonnelba proWed on 1Ne 10W IS pfepsrod for the exdu&*we of Cro caeM,This report may not be mIxeduoed In erry lomat wiftW the w Man pamdadon at Na client and Krazan A Aamdetes. ? i - KraZan & Associates, Inc . FIELD REPORT NO: 148769 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 9- /"7 CJ_-.; CONTRACTOR: PROJECT#: to G -4jaS- JURISDICTION: PROJECT: p6'iY.��tS�L.� Ctrl�ryss PERMIT LOCATION:_- INSPECTOR: KRAZAN PROJECT MANAGER: _J-10 WEATHER: _ _ eZ Zig- TEMP:,7� gp'S r G � Gc i i 1 r 5 E Equipment/Asset Number(s): 7-00'oXL,,F�e r To the best of my knowledge,the abovAS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: F This report Indicates our inspector's observation and testing results based on the site condition and contractor's activtttes.This information is subject to review Drior to final submittal.By signing this report.our Inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report Is prepared for the exclusive use of the client,This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham(503) 665-3574 Poulsbo- •(360)598-2126 Puyallup(253)939-2500 F DAILY FIELD REPORT 200g.doo EFFECTIVE:4/22/2009 F t I I I COMPACTION �an & Associates , Inc. REPORT NO.: % ; GEOTECHNICAL ENGINEERING• ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: / l—a 0/ CONTRACTOR: PROJECT:—, PERMIT NO: ninn o2� PROJECT 00�1VXNS!l4,sl CoLG.�-��JCT.a� w�,rt INSPECTOR: 2a w'"GG LOCATION: JURISDICTION: KRAZAN PROJECT MANAGER: ,,T WEATHER: t'"L,�.r,r t:, TEMP: ❑ WASHINGTON DENSOMETER ❑ SANDCONE 9 NUCLEAR TEST ❑ OTHER LOCATION MAP N ❑ Paved Areas (circle one): Sub/Agg/Asphalt 10 Building Pad (s) ❑ Other ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly Curve unified Soils Classification Max Dry opt Density Moisture I bA JVJA~A1,Q jT p cl.G•�/�i.v�g M��,v�.= Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required { Depth % Compaction I t � 7 + • •• 7, C? ., �► i R i I i Map Location: Curve Test Method: This testing does not preclude the possibility that the sol or hot-mix asphalt may be loosened by future construction activities or rainfall events.The compaction tests were performed at the approximate ❑Attached Daily Avg.Std locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities Dail Av t vertical limits of the compacted area were determined by others.Our firm does not guarantee earthwork 'r Daily g' 3 or paving construction,nor does our work releve the contractor's responsibility to conform to the Count moisture approved project plans and specifications. Gauge# 0 To the best of my knowledge,the above WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements, s Superintendent/Representative: Technician: Serving.the. Western United States This field report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal. i By signing this report,our inspector does not accept responsibility for validity of results.Some information on this report has been provided by others on site. Revision 2 1502 Compacdorts Reporr.doc Effective Date:WIMP The infoarwion provided in this report is prepared for the enCluaive use of the Client.This report may not be reproduced in any format Vfthont the written Pe mission of the client and Krat:an&Associates. OL Zan & Associates, Inc. FIELD REPORT NO: 1,4991.0. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: S 1,'Z 7 CONTRACTOR: PROJECT#:_ 10 rs. — /2 /f.Z; JURISDICTION: _ . PROJECT —� rLr "ti �! CaGC �iTis��ss PERMIT#: Z..1 oc�eao 3_� LOCATION:__/p—.4�trt, �� INSPECTOR: KRAZAN PROJECT MANAGER: �' WEATHER: ,! l .�s� TEMP: s-a�s�os 11 �/¢-�•/�r5! ..�''NS��C7�dR ©JSr SrTE �OR ���'C/.SRL TICS/r.�sEaTjdN�T CoN�.e�.&>',E l/7Acdes.F.v>" r G.� f•L � T c A.l��F,P /pl�.4ar. 1Sr�iFT _ R, C oAl C-A4 T.� v l� s 01 e:,.k eft Ana 4,yeArzAg f r 6 L i i { t I r I k l �• S"7ri89 Equipment/Asset Number(s): { To the best of my knowledge,the abov<9/WAS NOT performed in accordance with the approved pans,specifications,and regulatory requirements. i SuperintendenURepresentative: Technician: This report indicates our Inspacloes observation and testing results based on the stte cciLn and contractor's activities.This Information is subject to review prior to Gnat submittal:By signing this report,our inspector does not aocept responsiblWty for v"cW of the results.Some Information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the dient.This report may not be reproduced in any format without the written permission of Via client and Krazan&Assoc. Offices Serving the Western United States c Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 . DAILY FIELD REPORT 2009.dec EFFECTIVE:4/222009 Z;an & Associates, Inc, FIELD REPORT NO: 149920 ca: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: g 3/- .2C3f 2 CONTRACTOR:. 00,E e_ PROJECT#:_ /o -/2/�fir'' JURISDICTION: /: PROJECT. , P�,rldt�l(,t./elf L �to'�'� iT.vrsS PERMIT#: /.2 St3,5' LOCATION: Ds.er-. ,yr. ..G -�S INSPECTOR, � �L� �Ll, KRAZAN PROJECT MANAGER: �' WEATHER: TEMP: 6 9 a 2` t T`n /C .er6�iriei- ,T i i Equipment/Asset Number(s): i 44 i To the best of my knowledge,the abov WA /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our Inspector's observation and testing results based on the site condffion and rvntractor's activities.This Information Is subject to review prior to final submittal.By signing this report,our inspector does not accept responsgrrli for validityof the results.Soma Information on this report m have been provided b may by others on site. The information provided on this report W prepared for the exclusive use of t. the client.This report may not be reproduced in any format without the written permission of the client and Kww&Assoc. E Offices Serving the Western United States Bothell (425)4855-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253)939.2500 DAILY FIELD REPORT 2009.6oc EFFECTIVE:4/22/2009 T ANION Whm S.raZa--n- & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 9,2012 KA Project No: 106- 12115 Jim Copland WA State Department of Enterprise Services: Division of Engineering and Architecture Services P.O.Box 41012 Olympia,WA 98504-1012 RE: Peninsula College Fitness Center Port Angeles,WA Dear Mr.Copland: In accordance with your request and authorization,the following test data are presented on the following reports,which are enclosed: August 10,2012 Cylinder Report No. 57480—28 Day Break August 14,2012 Cylinder Report No. 57484—28 Day Break September 17,2012 Field Report No. 148537 September 19,2012 Field Report No. 143076 September 27,2012 Field Report No. 143099 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if t applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, i Penn Seely,ICC Certified Inspector 4 Peninsula Division k { PS/aw Enclosures s i With Offices Serving The Western United States i 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 i cc: cart()saarch com c lavtonnaphc-constructi on.com DCB&h_anwil.com dwegener&encol.edu ic@sa=h.c--- ilierLy@cij3Lof2a.us I i s t t f C f h t t Krazan&Associates,Inc. Offices Serving The Western United States t - ti �• Krazan&Associates,Inc. 1230 FINN HILL RD. POULSBO WA 98370,(360)598 2126 Project No. 106-12115 Cyl.Code P30354 Pour Date 8/10/2012 Report No. 57480 Weather CLEAR .Jurisdiction CITY OF PT ANGELES Permit No. 1200000235 Project PENINSULA COLLEGE FITNESS CNTR Engineer Location PORT ANGELES Architect Client WA STATE DEPT OF G.A Contractor PHC Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier ANGELES R/M Plant No. 1 Site Mix Mix No. C-9646 Cern.lbs. 607 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.ago.lbs.1 1727 Time Truck# Ticket# %Air . (in.) (F) (F) (pcf) C.ago.lbs.2 12:10 A71 36098 3 4 72 74 c,ago.lbs.3 Sand lbs. 1345 Water lbs. 30gal Placement Area Air Ent.(oz) 1.45 Location FOOTINGS WEST PER S2.1, REINFORCEMENT Other(oz) POLY 30.5 CONFORMS TO DETAILS 8/S3.1 Other(oz) SAMPLED @ 2 OF 5.50 YARDS TOTAL Other(oz) Other(oz) Water Added on Job(gals.) Field Test Methods Remarks PLACED BY TRUCK CHUTE CONSOLIDATED BY X ASTM C143 ASTM C138 MECHANICAL VIBRATION X ASTM C1064 ASTM C173 X ASTM C31 Other WIC .41 Inspector LOWELL DAVIS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 8/11/2012 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area G.F. Load Str.(psi) Set# By Type Test Methods P30354 8/17/2012 7 4X8 12.56 50825 4,050 AC 3 X ASTM C39 P30354 9/7/2012 28 4X8 12.56 65845 5,240 JS 4 ASTM C109 P30354 9/7/2012 28 4X8. 12.56 67280 5,360 JS 3 ASTM C617 P30354 9/7/2012 28 4X8 12.56 63955 5,090 JS 3 X ASTM C1231 P30354 9/7/2012 H 4X8 ASTM C780 P30354 - Other P30354 P30354 Test Results Remarks FR 148758 X Conforming Results Reviewed By Date Reviewed Non-Conforming Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar(Split) i From 03161 ReAdon 2 t Effective Date 17/02/02 .: The Information provided on dt6 repon Is prepared for Ire 9=kWve use offt dlen6 This row may not be reproduced hi airy fozmat%&wtd 0n wMen pomdsdon of the dknt and Krazan a Associates. i 1 S_ ( r J Krazan&Associates, Inc. 1230 FINN HILL RD. P011LSBO WA 98370,(360)598 2126 Project No. 106-12115 Cyl.Code P30358 Pour Date 8/14/2012 Report No, 57484 Weather CLEAR Jurisdiction CITY OF PT ANGELES Permit No. 1200000235 Project PENINSULA COLLEGE FITNESS CNTR Engineer Location PORT ANGELES Architect Client WDGA Contractor PHC Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier ANGELES R/M Plant No. 1 Site Mix Mix No. C-9646 Cem.lbs. 608 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.Ibs.1 1717 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 2:30 A72 36129 2.8 4.75 70 74 C.agg.lbs.3 Sand lbs. 1340 Water lbs. 31 gal Placement Area Air Ent.(oz) 1.5 Location BLDG E STEM WALL FOUNDATION 1.5 - 3.0/A.' Other(oz) 30.6 REINFORCEMENT CONFORMS, SAMPLED 2 OF 6 YARD Other(oz) FIRST LIFT N END OF WALL Other(oz) Other(oz) Water Added on Job gals. 2 Field Test Methods Remarks PLACED BY TRUCK CHUTE AND`CONSOLIDATED X ASTM C143 ASTM C138 BY MECHANICAL VIBRATION X ASTM C1064 ASTM C173 X ASTM C31 Other WIC .42 Inspector LOWELL DAVIS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 8/15/2012 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi). Set# By Type Test Methods P30358 8/15/2012 1 4X8 12.56 24530 1,950 AC 3 X ASTM C39 P30358 8/16/2012 2 4X8 12.56 33820 2,690 OB 3 ASTM C109 P30358 8/21/2012 7 4X8 12.56 54005 4,300 JS 4 ASTM C617 P30358 9/11/2012 28 4X8 12.56 58495 4,660 JS 4 X ASTM C1231 P30358 9/11/2012 28 4X8 12.56 59970 4,780 JS 3 ASTM C780 P30358 9/11/2012 !,i-28 i-28 4X8, 12.56 56910 4,530 JS 3 Other P30358 P30368 Test Results Remarks FR 148763 X Conforming Results Reviewed By 07' Date Rev11ewed9;2$-/k Non-Conforming Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4:Shear 5: Columnar(Split) Form 03101 Revision 2 fEffecft Date 12Mx2 . The InformaUm provided on this sport B prepared for the wdu&W use of the vVent.Tire raport may not be raproducsd in anyformet vAftut Ne written psmVnbn of Ore orient and Krazan ti Assodatec Ky.�XaZ�y & Associates, Inc. FIELD REPORT NO: 14-8537 GEOTECHN1cAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: tel'—J 7 -,Q C Z,2 CONTRACTOR: PROJECT#: OC —/.2&5- JURISDICTION: C'/Z�z nF'd0ow7-,,VyGFCEs PROJECT: PERMIT#: LOCATION: INSPECTOR: f nwF � Cc�i� KRAZAN PROJECT MANAGER: WEATHER: TEMP: 7' c7- dven 4%/r ✓ .�dL` �iTasr. Tr'.ream .¢.vrJ Yr�Rzt rz e— ar Aeh!>.tAAea tez-a4cs. T L QS, 1 t F i l { 3. Equipment/Asset Number(s): To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements, € Superintendent/Representative:�GbiQPo', �''°' Technician: This report indicates our Inspe tor's obsery ttlon and testing resuits based on the site condition and contractor's a.Z`fies.This information Is subJect to review prior to final submittal.By signing this report.our i inspector does not accept responsibility for validity of the results.Some information on thle report may have been provided by others on ails. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced In any format without the written permission of the dieM and Krazan&Assoc. I' Offices Serving the Western United States Bothell (425)485-5519 Gresham(503)665-3574 Pouisbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2008.doo EFFECTIVE:4/22/2009 ? z 6 ,. �, �` 0Z 1 & Associates, Inc. FIELD REPORT NO: 76 GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: — /9-'V©l2 CONTRACTOR: V- PROJECT#: JURISDICTION: .y�„,gT PROJECT: oe4rdz,.ri s�� � 1, -�;rvr�s PERMIT#: LOCATION: '0 s. '- INSPECTOR: _5 KRAZAN PROJECT MANAGER: ;7"� WEATHER: eff TEMP: fa f i i t Equipment/Asset Number(s): To the best of my knowledge,the abo e / AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superinten Re entative: Technician: This report Indicates our inspectces observation anfasting results based on the site condition and contractor's activities.This information is subject to review prior to final submittal.By signing this report.our inspector does not accept responsibility for validity oT results.Some Information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell(425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 f DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 FIELD REPORT NO: 14 3 0 99 4Q-0-KraZan & Associates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: '?-a-,?- o/a2 CONTRACTOR: "o1#71 PROJECT#: /ar -/;j/l,5- JURISDICTION: PROJECT: PERMIT#. Ja--2ag- LOCATION: INSPECTOR: Ze, KRAZAN PROJECT MANAGER: WEATHER: TEMP: _,CQ'5 5a Id G A.; .2Tiey�LG3Ge /! �7 7 � y. fi iZo � r: L `r p • i t` 't EquipmenVAsset Number(s): To the best of my knowledge,the abo a WA WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Su intendent/Representative: Technician: This report indicates our Inspector's observation and testing results based on the site condition and contractor's activities.This Information is subject to review prior to final submittal,By signing this report,our inspector does not accept responsibility for validity of the results.Some Information on this report may have been provided by others on site. The Information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT 2009.dac EFFECTIVE:4/22/2009 i End 1502 E Lauridsen Blvd bld N 12-235 End . Building Permit 1502 E Lauridsen Blvd Bld N 12- 1092 Prepared 11/27/12,16:06:11 Application Inquiry-(BPN200I001) Page 1 Program HTDFTAL Screen detail for Program: BP BPN200I, Inspection history User ID PBARTHOL Application 12-00001092 -------—---------—--------------------—-------------------------------------—-------------—--------------------------------- Property Information Address: 1502 BLDG N E LAURIDSEN BLVD GYM PORT ANGELES, WA 98362 Location ID: 155648 Owner name: WA PENINSULA COLLEGE ASSESSOR PARCEL NUMBER: 06-30-14-2-1-0000-0000- ALTERNATE ID: Zoning: PBP PUBLIC BUILDINGS & PARKS Subdivision: Application Information Application desc: NEW AV PLATFORM IN GYM Application status: PERMIT ISSUED Status Date: 8/27/2012 Application type: COMM REMODEL Application date: 8/22/2012 Valuation: 1500 Square footage: 0 Public building: YES Reviewed by: HKC HEATHER CATUZO Pin number: 471368 Entered by: PERMITS Contractor Information Contractor Name: * OWNER Contractor Number: Type: Status: Contractor Requirements Doc Number Exp Date ------------------------------ --------------- ---------- STATE LICENSE BOND LIABILITY INSURANCE Outstanding Inspections Insp Schedule Confirmation Permit Pmt Type ID Date Number Description Seq Min Max ------- ------------ --------------- --- ----- ----- No outstanding inspections exist work Description Code Description Quantity ------ ------------------------- -------- CO Information CO Issue Str/seq Date Status Description ------- ---------- ------ -------------------- Str/Seq Permit/Seq Inspection type Insp Seq Inspector Schedule date Results Results date Confirmation Nbr 000 000 BPC 00 BLDG FLOOR FRAMING 0001 JLL 11/15/2012 AP 11/16/2012 386052 000 000 BPC 00 BLDG FINAL 0001 JLL 11/16/2012 AP 11/16/2012 386243 CITY OF PORT ANGELES Ow DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . 12-00001092 Date 8/27/12 Application pin number . . . 471368 Property Address . . . . 1502 BLDG N E LAURIDSEN BLVD GYM ASSESSOR PARCEL NUMBER: 06-30-14-2-1-0000-0000- REPORT SALES TAX Application type description COMM REMODEL Subdivision Name . . . . . on your state excise tax form Property Use . . . to the City of Port Angeles Property Zoning PUBLIC BUILDINGS & PARKS Application valuation . . . . 1500 (Location Code 0502) ------------------------------ Application desc NEW AV PLATFORM IN GYM ----------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WA PENINSULA COLLEGE OWNER 1502 E LAURIDSEN BLVD PORT ANGELES WA 98362 (360) 417-6553 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . UNKNOWN Occupancy Type . . . . EDUCATIONAL ---------------------------------------------------------------------------- Permit . . . . . BUILDING PERMIT - COMMERCIAL Additional desc NEW AV PLATFORM IN GYM Permit Fee . . . 80.50 Plan Check Fee 52:33 Issue Date . . . . 8/27/12 Valuation . . . . 1500 Expiration Date 2/23/13 Qty Unit Charge Per Extension BASE FEE 50.00 10.00 3.0500 HND BL-501-2K (3.05 PER C) 30.50 -.--------------------------------------------------------------------------- Special Notes and Comments August 27, 2012 8:11:37 AM tamiot. Electrical permit will be required for any electrical work. Electrical plan review maybe required coordinate with electrical inspector. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 --------------------------------------=------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 80.50 60.50 .00 .00 Plan Check Total 52.33 52.33 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 137.33 137.33 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions o ny st or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner Of owner is builder) T:FormslBullding Division/Building Permit 4 BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— 1 Building Inspections 417-4815 Electrical Inspections 417-4.735 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. � a Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) (� Gas Line Back Flow/Water FINAL Date Accepted b 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/Fumace/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: Parkin /Lighting ESA: Landscaping SHORELINE: �---� FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE > N Inspection Type Date Accepted By C) Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Plannin 417-4750 Building 417-4815 THE T NGELES CITY OFP, For City Use rmit # Imo' ®q n W A S H 1 N C T O N , U . S . �, o A 0 Dat Received: `a 22�(� H ``' M 321 East 51b Street o z N Port Angeles, WA 98362 Dat oved: Az M P: 360-417-4817 F: 360-417-4711 hcatuzo@cityofpa.us Building Permit Application CU Project Address: 1 Som C . Sei r Main Contact: Phone iz k- J-- y(7y �� 3 Property Name Phone Owner (4) L Mailing Address Email City State Zip P0'(U e U4P 3!o Z Contractor Name Phone Mailing Address J Email tS'09. 17Za,ALd1ce, i City State Zip Contractor License # Expiration: Project Value: Zoning: Tax Parcel # Lot# $ C;-W 06 Q s - ox3 Type of Residential ❑ Commercial 9 Industrial ❑ Public Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ For the following,fill out both pages of permit application: New Construction ❑ Remodel ❑ Addition ❑ Tenant Improvement Mechanical ❑ Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes ❑ No Project ; Description 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 working on projects.I understand the plan review fee is not refundable after review has occurred.I understand that I will forfeit 20%of the review fee if I cancel or withdraw the application before plan review has occurred.I understand that if the permit is not issued within 280 days of receipt,the application will be considered abandoned,and the fees forfeit. Date Print Name Signature L Residential Structures ' Area Description(SQ FT) Existing Proposed Minimum$ For Office Use value Basement - First Floor Second Floor. Covered Deck/Porch/Entry� - Deck : Garage Carport Other(describe) Area Totals Commercial Structures Area Description(SQ FT) Existing Proposed Minimum$ For Office Use value Structure(s) Addition Tenant Improvement Other(describe) Area Totals Lot Site Coverage Calculations Footprint(SQ FT)of all Structures: Lot Size:. %Lot Coverage SQ FT Site coverage(all impervious+ %Site Coverage structures Mechanical Fixtures Indicate how man •of each type of fixture to be installed or relocated as part of this project Air Handler Size: # Haz/Non-Haz Piping #of Outlets: Appliance Vent # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration 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 Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Vent piping # Sewer Line # Industrial waste pretreatment # interceptor Other(describe): ENEN No OEM MENEM ■ I.No v v ■ ■ �, r n�!!■■■ ■ �■r ■ ■■■■■■ir■■Hr■■■■■■■�■.■MENIUMMEEM No No I m ■■■■■.■■■M■-_ N■■■■■ an■ ■OS■M INSIM �O■■■■N ■E :�N > ■■� ! RINAME - ■■■■ ■.�■■■■■■■■■■■■■■■ ■■■■■a■■�n _ �. a■■;. NOON■ ■■■■■■■■■■■■■■■■ �^�._ ��rr� ■■ :: i■■■■ ■■■■■■■■■■■■■■■■ ,. � ■■oonko ■m, 1'1■■■N■■■■■MEN■MEMO ■■■!`/ ►: rr ■ ■Nr-Ral"Evilmom l■■O■■■ONES■■■■■■■OEI� � `�>,. ?■■ EEo■■L, I N■( IMPI'm iI■ENSOO■■■ON ■rlawl 5■"ll, N■■■O■i"ONNE ON■MEN OO■f�'I. ti >�, a■O ■■■■■■ ■ s■■■■■■■O■■■■EN■■■O■■ 4 ■ ■ NOON■■■ ■■■■■■■■■■■■■■■■■■■■■ :' ■N■��! eS■'■i ■NN■■r�,�r" . N � _ � ` EEE■ 00=000MEME,mm,mom 0 ME mm M WRING No l!;I!SO �■■■■ lytOOONOS��N_, SIO■■■■ME NN ME NEE lIlJNO■OO OON■ Elmo ■■■■NS■■■N■■E■N■OMENN■NNNO■ ■N E■■E■OMMEM■■S■■■■■■■ON■■■■■!�_ M■■MEMEMNESSOM ■NOON ■NOES■■■■■■E■E■■■E■■N , 'LNON■EESNN�■■N NOON PI-■11AP_REIN E� NO NOON■■ S■■■■■N■■ESS■N■SN■ER EM IL�!'J■■■■N■■N ■■■■■■■■■■■■ MINN■MEEMSEMElaomms _NSi■EN■■■■■■■ ■■ ��tI�I�IE I■ ■N060010 M No NEE NEWARM IMME ■■NEE■■■ ■N■■■NNVI_■■■ESSMUUSO■■�■NE� ■■NNONE N■EN■■N■■EVli■■EIIN■■SANS■���■■■■■■N ■N■■■E■E■■N■■■■■■vi■S■L 15RAWN Mai Ml SN■■OS■E■SEE■O■■■ER■■■N■■■■■ENN■■OS■■N■ ■■■■■■■■■■■■■■■■■N■■■■■■■NN■■■■■E■■■N■ �N■■MEN■MONauEE■ � ■■■ ■■N�ONNON■■■■NS■■■ ■■N■■■■G,E ■ me WESSNN■■■N■■■■■■ ■■SNE■■■iiiEMEME , i■iOON■w's M■E■■NNON NEE ONNE No so ME ■SN■/SNE■� S■■■■■■■■■■■■■SSIEN■W, -6 tiiSiiO►sr■NNOEN NN■■■■■■NEMEN■■N■N ■■■■■■■ N■SON■■N■ENE■■■NN■EN■�'�'�_v■■■S■■om■■■N■N ■M on NNOO■E N�■ENN■O�SOON NNNN■NO■■ Ii ! i I � I I i I I I I 13 T, vAl- dL CIA I I f I I - I I I I II E 1 1 I I J Code Check No Calc >1.0 �Lx .90-1.0 .75-.90 .50-.75 0:.50 -1001b/ft , AAAAAAA/,:AAAAAAAAAAAAAAAAAAAAAAAiAAAAAAU\AAAAA�\AAAAi j � I I i 200 200 Loads:LC 2,IBC 16-9 Results for LC 2,IBC 16-9 Z-moment Reaction units are Ib and Ib-ft ZENOVIC&ASSOCIATE... SK- 1 SRH CROWS NEST FRAMING Aug 16, 2012 at 2:17 PM 12154 12154 JolsT.r2d Beam: M1 Shape: L2x2x4 Material: A36 Gr.36 Length: 4 ft I Joint: N1 A Ib J Joint: N2 LC 2: IBC 16-9 Code Check: 0.449 (bending) Report Based On 100 Sections 200 at 0 ft fa psi V s t` Ib � ,xN -200 at 4 ft 12166.701 at 1.98 ft M M fc psi -141.463 at 1.98 ft 9943.563 at 1.98 ft D in ft psi -.11 at 2.02 ft RISC 13th(360-05):ASD Code Check Direct Analysis Method Max Bending Check 0.449 Max Shear Check 0.031 Location 1.98 ft Location 0 ft Equation H2-1 Max Defl Ratio L/1505 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender Fy 36000 psi Out Plane In Plane Pnc/om 9053.944 Ib Lb 4 ft 4 ft Pnt/om 20349.701 lb KL/r 124.031 62.85 Mn'/om 998.444 lb-ft Vn/om 6467.066 lb L Comp Flange 4 ft Cb 1.14 �Lx -1001b/ft -1001b/ft -1001b/ft AAA y , Ilk i 400 400 Loads:LC 2,IBC 16-9 Results for LC 2,IBC 16-9 Z-moment Reaction units are Ib and Ib-ft ZENOVIC&ASSOCIATE... SK- 1 SRH CROWS NEST FRAMING Aug 16, 2012 at 9:42 AM 12154 12154 RIM.r2d Beam: M2 Shape: L2x2x4 Material: A36 Gr.36 Length: 5 ft I Joint: N2 A Ib J Joint: N3 LC 2: IBC 16-9 Code Check: 0.453 (bending) Report Based On 100 Sections 250 at 0 ft fa . psi V L. ..:, ,. . .... .. ... Ib -250 at 5 ft 12166.003 at 2.475 ft 79.581 at 5 ft M Ib-ft fc psi 61.377 at 4.495 ft -141.455 at 2.525 ft 9942.992 at 2.475 ft D — in ft s' ' x psi 50.162 at 4.495 ft -.153 at 2.475 ft RISC 13th(360-05):ASD Code Check Direct Analysis Method Max Bending Check 0.453 Max Shear Check 0.039 Location 2.475 ft Location 5 ft Equation H24 Max Defl Ratio U1357 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender Fy 36000 psi Out Plane In Plane Pnc/om 5902.993 Ib Lb 5 ft 5 ft Pnt/om 20349.701 lb KL/r 155.039 78.562 Mn'/om 973.228 lb-ft Vn/om 6467.066 Ib L Comp Flange 5 ft Cb 1.237 Beam: M1 Shape: L2x2x4 Material: A36 Gr.36 Length: 1.5 ft I Joint: N1 A Ib J Joint: N2 LC 2: IBC 16-9 Code Check: 0.249 (bending) Report Based On 100 Sections V lb fa psi -150 at 1.5 ft 5593.825 at 1.5 ft 79.581 at 1.5 ft } F fc psi Mr,.. ,e � _.� Ib-ft 6844.468 at 1.5 ft .063 at 0 ft ft psi D in AISC 13th(360-05):ASD Code Check Direct Analysis Method Max Bending Check 0.249 Max Shear Check 0.023 Location 1.5 ft Location 1.5 ft Equation H2-1 Max Def! Ratio L/10000 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender Fy 36000 psi Out Plane In Plane Pnc/om 18159.228 lb Lb 1.5 ft 1.5 ft Pnt/om 20349.701 lb KL/r 46.512 23.569 Mn'/om 1048.962 lb-ft Vn/om 6467.066 Ib L Comp Flange 1.5 ft Cb 2.344 0 Code Check Beam: M1 Shape: HSS1.5x1.5x.1875 Material: A36 Gr.36 Length: 3.5 ft I Joint: N1 A Ib J Joint: N2 ,LC 1: Code Check: 0.799 (bending) Report Based On 100 Sections 200 at 0 ft fa psi V Ib 21845.333 at 0 ft 700 at 0 ft Al fc psi Mme ,, a a . { , Ib-ft ftp ' - psi D -- - - in -21845.333 at 0 ft -.74 at 3.5 ft A/SC 13th(360-05):ASD Code Check Direct Analysis Method Max Bending Check 0.799 Max Shear Check 0.044 Location 0 ft Location 0 ft Equation H1-1b Max Defl Ratio U57 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender Fy 36000 psi Out Plane In Plane Pnc/om 15455.555 Ib Lb 3.5 ft 3.5 ft Pnt/om 21220.06 lb KUr 77.596 77.596 Mn/om 876.275 lb-ft Vn/om 4547.156 Ib L Comp Flange 3.5 ft Cb 1.656 1 1 APPENDIX — <� 1 PROJECT NUMBER 2002-o0 - I ( 31 i- 7 7 MARCH 2004 c� 1 xp 1 V � 1 1 �i 1 1NR 1 1 � SURVEY ORIGINAL ASBESTOS SU GOOD-FAITH R 1 � ORIGINAL SURVEY COMPLETED o3/18/o3 1 - atony with- NIN ' SUBSEQUENT SUPPLEMENTS CITY OF PORT ANGELES s DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 11-00000853 Date 8/24/11 Application pin number . . . 721949 AddressProperty 06-30-14-2-1-0000-0000-1DG NN LAURIDSEN BLVD GYM REPORT SALES TAX ASSESSOR PARCEL NUMBER: Tenant nbr, name . . . . . . PENINSULA COLLEGE GYM on your state excise tax form Application type description COMM REPAIR to the City of Port Angeles Subdivision Name . . . . . . Property Use . . . . . . (Location Code 0502) Property Zoning . . . . . . . PUBLIC BUILDINGS & PARKS Application valuation . . . . 35000 ---------------------------------------------------------------------------- Application desc REPAIR & RE-ROOF THE GYM ROOF ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WA PENINSULA COLLEGE HOCH CONSTRUCTION 1502 E LAURIDSEN BLVD 4201 TUMWATER TRUCK RT PORT ANGELES WA 98362 PORT ANGELES WA 98363 (360) 417-6553 (360) 452-5381 --- Structure Information 000 000 GYM ROOF: REPAIR & RE-ROOF --- ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc . . GYM ROOF: REPAIR & RE-ROOF Permit pin number . 190777 Permit Fee . . . . 518.75 Plan Check Fee 337.19 Issue Date 8/24/11 Valuation . . . . 35000 Expiration Date 2/20/12 Qty Unit Charge Per Extension �(\ BASE FEE 417.75 10.00 10.1000 THOU BL-25,001-50K (10.10 PER K) 101.00 ---------------------------------------------------------------------------- /a Other Fees STATE SURCHARGE 4.50 ---------------------------------------------------------------- \© Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 518.75 518.75 .00 .00 Plan Check Total 337.19 337.19 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 860.44 860.44 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. he granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulati on uction 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 oQ 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: Footin s Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: "— Under Floor/Slab Rough-in Q Water Line(Meter to Bldg) Gas Line FINAL Date Accepted b Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof!Ceilin Drywall Interior Braced Panel ON ) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: P. Heat Pump/Furnace/FAU/Ducts C Rough-in Gas Line 3 Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab iBlocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Li Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 9 T-1-:— clPf iilrlinn nwisinn/Ruildina Permit PREPARED 10/06/11, 8:40:23 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 10/06/11 ------------------------------------------------------------------------------------------------ ADDRESS : 1502 BLDG N E LAURIDSEN BLVD GYM SUBDIV: TENANT, NBR: PENINSULA COLLEGE GYM CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452-5381 OWNER WA PENINSULA COLLEGE PHONE (360) 417-6553 PARCEL 06-30-14-2-1-0000-0000- APPL NUMBER: 11-00000853 COMM REPAIR ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------------------------------------------------------------------- BLI 01 9/21/11 JLL BLDG INSULATION TIME: 01:00 9/21/11 AP September 20, 2011 4:52:14 PM 1pangrle. CARRIE 452-5381 INSULATION AFTERNOON September 21, 2011 4:37:29 PM jlierly. BL3 01 9/21/11 JLL BLDG FRAMING TIME: 01:00 9/21/11 AP September 20, 2011 4:51:42 PM 1pangrle. CARRIE 452-5381 FRAMING AFTERNOON September 21, 2011 4:37:29 PM jlierly. BL99 01 10/06/11 JL BLDG FINAL TIME: 01:00 October 5, 2011 9:50:12 AM 1pangrle. ELI 460-3988 BUILDING FINAL AFTERNOON PLEASE CALL HIM 10-MINUTES BEFORE YOU GET THERE. -------------------------------------- COMMENTS AND NOTES --------------------------—-------- c" �)e�/ PREPARED 9/21/11, 8:26:47 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/21/11 ------------------------------------------------------------------------------------------------ ADDRESS . : 1502 BLDG N E LAURIDSEN BLVD GYM SUBDIV: TENANT, NBR: PENINSULA COLLEGE GYM CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452-5381 , OWNER WA PENINSULA COLLEGE PHONE (360) 417-6553 PARCEL 06-30-14-2-1-0000-0000- APPL NUMBER: 11-00000853 COMM REPAIR ---- ----------- --------- PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLI 01 9/21/11 JL BLDG INSULATION TIME: 01:00 September 20, 2011 4:52:14 PM 1pangrle. CARRIE 452-5381 INSULATION AFTERNOON BL3 01 9/21/11 JLL BLDG FRAMING TIME: 01:00 September 20, 2011 4:51:42 PM 1pangrle. C, CARRIE 452-5381 lly FRAMING AFTERNOON -------------------------------------- COMMENTS AND NOTES -------------------------------------- _0�PUNrq4, BUILDING PERMIT APPLICATION Print in ink ,�`''�►' CITY OF PORT ANGELES For City Use Only: Attn: Building Permit Technician Date Received — 321 E. Fifth St., Port Angeles, WA 98362 Permit# (360) 417-4815 fax (360) 417-4711 DateApprove Applicant en,n s� ,g C L� m e Phon LLt Z (aSS 3 Property Owner v� c� Phon q(� 573 Property Owner's Address lid if L. 1R �Ielx ay Contractor-c TB A Phone Contractor's Address License # Expires E-mail PROJECT ADDRESS o l'IuR' e,. t3�VC1 & ( � Parcel Number Lot Zoning Lkr Proiect Type & Brief Description: ❑ Residential ❑ Multi-family K Commercial ❑ Industrial Check all that apply ❑ New Construction ❑ Addition ❑ Remodel K Repair ❑ Demolition K Re-roof ❑ House ❑ garage Kother ❑ tear off& re-roof ❑ lay over one layer ❑ Heat System ❑ Heat pump ❑ wood-burning stove ❑ gas fireplace ❑ pellet stove ❑ other ❑ Other Floor Areas Existing(sq. ft.) Proposed(sq. ft.) Basement @ $ per sq. ft. _ $ 1s' Floor 2n" Floor 3fd Floor Garage Carport Covered Porch Deck Shed Other TOTAL VALUATION $ 3S Dery Total footprint of structures sq. ft. - Lot size sq. ft. = Lot coverage % Site Coverage = the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17.94.135 for exemptions) Site coverage % Max. height of proposed structures ft. Occupancy group #of bedrooms Will a lawn sprinkler system be installed? Occupant load #of full baths Will a fire sprinkler system be installed? Construction type #of half baths 1 have read and completed this application and know it to be true and correct. 1 am authorized to apply fo his permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to worki on rojects. Date t Print Name�� doD'_ _ Signature T:Forms/Building Division/Building permit application pORT,k,O CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT -BUILDING DIVISION c' 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 04-00000468 Date 6/14/04 Pin number . . . . . . .133888 Property Address . . . . . . 1502 E LAURIDSEN BLVD Lasered ASSESSOR PARCEL NUMBER: 06-30-14-1-2-0000-0000- CEO/j� CEO Application description . . . COMM REMODEL AlAbv,Y/-�/' Subdivision Name . . . . . . Q A Property Use . . . . . . . Property Zoning ` (J` Application valuation . . . . 732000 Owner Contractor ------------------------ ------------------------ STATE OF WASHINGTON VISION BUILDERS INC. GEN ADMIN 3705 CRITCHFIELD RD. OLYMPIA WA 985041000 PORT ANGELES WA 98363 (360) 452-1186 ------ Structure Information PLUMBING, PROPANE LINES, HVAC ----- Construction Type . . . . . TYPE V NON-RATED Occupancy Type . . . .-. . ASSEMBLY <300 W/O STAGE ---------- ------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 75.00 Plan Check Fee .00 Issue Date . . . . 6/14/04 Valuation . . . . 0 Expiration Date . . 12/11/04 Qty Unit Charge Per Extension _ I BASE FEE 47.00 4.00 -------7.0000 ECH PL- EA. INSTALL WATER PIPE------ -- 28.00 Permit . . . . . . MECHANICAL PERMIT Additional desc . . 3-HP, 3-HRV, 2-PROPANE LINES Permit Fee . . . . 156.50 Plan Check Fee .00 Issue Date . . . . 6/14/04 Valuation . . . . 0 Expiration Date . . 12/11/04 Qty Unit Charge Per Extension (� BASE FEE 47.00 6.00 14.7000 ECH ME- INSTALL 100- FAU 88.20 2.00 10.6500 ECH ME-GAS PIPE 1 TO 5 21.30 f Fee summary ----- Charged -Paid Credited -- Due - n ----- ---------- ---------- 1`- Permit Fee Total 231.50 231.50 .00 .00 Plan Check Total .00 .00 00 .00 Grand Total 231.50 231.50 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work as commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of lawsd ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not rnsum to ]v authority to violate or cancel the provisions of any state or local law regulating construction or the performance of tru i 4!5- ature of 1ntractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T\PLANNING\F0RMS\1102.15[11/14/2003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE ITIS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATIONI DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN PLUMBING �u�1 A-�- �� _J�_( d s�,. A-p UNDERFLOOIt/SLAB / ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE BACK FLOW I/WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING DRYWALL INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP ,'M GAS LINEa- C7Ctj I IN a Id'l1 {�!)l j WOOD STO ET/CHIMNEY HOOD/ DUCTS as, PW UTILITIES/ SITE WORK (Engmeenng Division) SEPARATE PERMIT#'s WATERLINE/METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT#'s SEPA: PARKING/LIGHTING ESA. LANDSCAPING SHORELINE- FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL-LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W /PW/ CONSTRUCTION-R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T\PLANNI GWORMS\1102.15[11/14/2003] PREPARED 10/11/04, 12-30 58 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 10/11/04 ------ ----- ---------- -- -------------- ADDRESS 1502 E LAURIDSEN BLVD SUBDIV: CONTRACTOR VISION BUILDERS INC. PHONE . (360) 452-1186 OWNER STATE OF WASHINGTON PHONE PARCEL 06-30-14-1-2-0000-0000- APPL NUMBER 04-00000468 COMM REMODEL ------ ---- ------------ -------- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------ ------——---------------------------------------------—----- ME6 01 9/22/04 JLL MECHANICAL GAS LINE TIME 17 00 9/22/04 AP ROB - 460-1284 ME6 02 JA/1 /04 JLL MECHANICAL GAS LINE TIME 17-00 Rob- call ahead 460-1284 Inspection is for bldg H ------------------ - - COMMENTS AND NOTES -------------------------------------- PREPARED 10/12/04, 8 42 34 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 10/11/04 ---- -------------------------------------------------- ADDRESS 1502 E LAURIDSEN BLVD SUBDIV: CONTRACTOR VISION BUILDERS INC PHONE (360) 452-1186 OWNER STATE OF WASHINGTON PHONE PARCEL 06-30-14-1-2-0000-0000- APPL NUMBER 04-00000468 COMM REMODEL ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------ ----------------------------- PL2 01 9/22/04 JLL PLUMBING ROUGH-IN TIME 17 00 9/22/04 AP ROB - 460-1284 WATER TANK INSTALLATION PL99 01 10/11/04 J" \ PLUMBING FINAL TIME 17 00 -------------------------------------- COMMENTS AND NOTES PREPARED 9/22/04, 12 41 04 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 9/22/04 - ------------------------------------- ---------- ADDRESS : 1502 E LAURIDSEN BLVD SUBDIV CONTRACTOR VISION BUILDERS INC PHONE (360) 452-1186 OWNER STATE OF WASHINGTON PHONE PARCEL 06-30-14-1-2-0000-0000- APPL NUMBER 04-00000468 COMM REMODEL -- ------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------/--- ------------ ---------------------------------- PL2 01 22 04 JLLPLUMBING ROUGH-IN TIME 17 00 ROB - 460-1264 WATER TANK INSTALLATION -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 9/22/04, 12 41.04 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 9/22/04 ------------------------------------------------------------------------------------------------ ADDRESS 1502 E LAURIDSEN BLVD SUBDIV CONTRACTOR VISION BUILDERS INC PHONE (360) 452-1186 OWNER STATE OF WASHINGTON PHONE PARCEL 06-30-14-1-2-0000-0000- APPL NUMBER 04-00000468 COMM REMODEL ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------- ------------------------------------' ----------------'------------------ ME6 019 22/ 4 LSI L MECHANICAL GAS LINE TIME 17 00 ROB 460-1284 ------------------------------- CONTINUED ONTO NEXT PAGE ------------------------------- sY oy y oxrq 1� FOR OFFICIAL USE ONLY BUILDING PERMIT - APPLICATIONS Date Rec Z-7 Permit# Fill out COMPLETELY and in INK.Your application and site plan MUST BE •� pP p Date Appy oved COMPLETE to be accepted for review. If you have any questions,call Date Issued PERMITS (360)417-4815 FAX(360)417-4711 Applicant or Agent: S i�hr—n4i4Td'� � Phone: -4A Z277- Owner �? �/11%�L{ / i? f � Phone: Address: I City:P r�- �I/"3.�, � L4 Zip: ©1 Architect/Engineer: �' -� Q136t� WG',�1 r t�, Phone: A t`I - 7-7 ContractorState License#: Exp- Phone: Address: City: Zip: PROJECT ADDRESS. �, 2 fs f�fF Ifa la�Ky aLV A ZONING: LEGAL DESCRIPTION: Lot: Block: Subdivision: CLALLAM COUNTY PARCEL NUMBER: Credit Card Holder Name: Billing Address: City: Credit CardType VISA MC # Exp.Date: TYPE OF WORK: SIZE/VALUATION: ❑ Residential ❑ New Constr. ❑ Re-roof ❑ Stove SF. @$ /SF =$ 737 4)W ❑ Multi-family ❑ ddition ❑ Move ❑ Garage SF. @$ /SF =$ (Commercial L'Remodel ❑ Demolition ❑ Deck SF. @$ /SF._$ ❑ Repair ❑ Sign ❑ Other TOTAL VALUATION $y BRIEF DESCRIPTION OF THE PROJECT: COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load. Construction Type: No. of Stories- _ Lot Size- Existing Sq.Ft. &Proposed Sq.Ft. =TOTAL Sq Ft. Total lot coverage % APPROVALS: PLAN: PLANNING USE ONLY: BLDG: DPWU: FIRE: ESA/Wetland(s) ❑Yes ❑No SEPA Checklist required? ❑ Yes ❑ No Other: OTHER: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and plan submittal requirements if you have questions VALUATION OF CONSTRUCTION• In all cases,a valuation amount must be entered by the applicant. This figure will be reviewed and maybe revised by the Building Division to comply with current fee schedules Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application,the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant(see Section 107 4 of the Uniform Building Code,current edition). No application can be extended more than once. 1 hereby certify that 1 have read and examined this application and know the same to be true and correct t am authorized to apply for this permit and understand that It is my responsibility to determine what permits are required,not the City's, and that I must obtain such permits prior to work. T\FORMS\APPS\Build,ngpermyt wpd Applicant. Date Z/ t 1-7 �/ 1 07/16/2004 15:11 13604521669 SHAMP ELEC - -PAGE. 01 FOR OFFICIAL M ONLY ELECT RICAL PERMIT APPLICATION D=tea Pmri1 M: y� \ The Eloctrical Parrnit Application must be filled out eomoletoly. � uwak U Please type or reprint in ink. it you have any questions,_please call (360)4174735 L1241- Fax Fax number:(360)41T.AT11 Owner or Sim-ContractorAgent.SgRMP FLWTRICA'LCO(J('('}fCPNLL INC• Phone: g6Z-168q Fax: Property Owne�r. ��p,�i la t AQ C /t Phone: Address: 1 o'z l-. . / Yl S•ln..._ ,t�� . City: l�7'T l� Zip;-quo, ze ,-mP�co23a3 t 452-Wq Elncblcal n Crn dinulOf: SI'�9T1D pLtr=i�t�(�t�C�1.1'f�.fIG71tJ� 11dQ• Lioo ..c Exp: i - 23-0 I Phonc: Address: Pb _LDX 353 // City: P6QT AN%ErcZS. iA)A, Zip: 933K INSTALLATION WIRED BY: ❑OWNER V'ELECTP.ICAL CONTRACTOR Credit Card Holder Name: WWK VJ, 34ME Billing Address: C110 W. IIfl 't) I'C 4 2 ,`rCity: �uY_T 1R+�vC�Lt� W A• zip: '183(03 Credit Card Number. �D rr// 1p�J�- Mq Iiia Exp, Date. VISA: MC: PROJECT ADDRESS: ISO2 L I,�ua'�dst „_ IVO/•...... f3LD� ' .N.- Gr H TYPE OF WORK: Check all that apply: ❑New Alteratfon/Addition ❑Residential O Multi-family 21 Commercial ❑ Mobile Home Sq. Ft (� O Remote Meter. O I)etarhed Oarage .r1 Hot Tub n Swim Pnol n Swptir. Pump n I nw Voltage O Telecom. O Sig! Number of Circuits added of altered: _S C(/IP,GC17" PANS DESCRIPTION OF THE ELECTRICAL PROJECT: Electrical Heat Load Additions and or Subtractions Service Information ❑Baseboard — KW Voltage: O Furnace _ KW ❑Overhead Service Phase: O 1 ❑ 3 O Heat Pump TON LRA ❑Temp Service Service Size: ❑Fan-Wal) _KW ❑Underground Service Feeder Size: 1 hereby certify that/have read and examined this application and know that same to be true and Correct, and 1 BIT authorized to apply for this permit. 1 understand it is not the City's legal responsibility to determine what permits are required; it remains the applicants responsibility to determine what permits are required and to obtain such. Credit Card Holders Signature: -v- Date: V7* Owner or Elec. Cont:Signature: Date: 10 /Vv C��(` cjy" �� ' `� PERMIT FEE: $ ;� CIELECTRI CAL PERMITAPPUCATI ON �.27_oy a45 ELECTRICAL INSPECTION 417-4735 WIRING REPORT �r LIGE DATE PERMIT M INSP TO ERICONTRACTOR ' A'C> _ 7 ADDRESS � ��-� q ISO 7- uA\ APPROVED NOTAPPROVED ❑ . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . ❑ ❑ . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . 4 ❑ . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . ❑ ❑ . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . .J. . . ❑ CORRECTIONS NEEDED: Utl I C cnn rt. . NOTIFY INSPECTOR WHEN CORRECTIONVr �r�� ARE COMPLETED WITHIN 15 DAYS `I / s',L 11 DO NOT REMOVE - PIC PRINTF, 8 02-1 �� � 'O 1 07/16/2004 15:11 13604521689 SHAMP ELEC PAGE. 02 Shamp Electrical Contracting, Inc. --- - 518 West Fighth Street • Port Angeles • Washington 98.,162 phone/fax g6o-452-1689 <1 a_ tvu Q) LJ -j LJ 0- Z: <1 19 Lo t 7V eLC) co w CA LF) LO p O R T gNC�`�N CITY OF PORT ANGELES OFFICE OF THE ELECTRICAL INSPECTOR 321 EAST FIFTH ST, P.O.BOX 1150 PORT ANGELES, WASHINGTON 98362 Q1Ty LIGHT PHONE (206)457-0411, EXT. 224 B 158 PROGRESSIVE INSPECTION REPORT DO NOT CONCEAL OR DESTROY Job. Nome Permit No. Ow( © r EleCiri. I traeta � Location /Se Z �cu�� G' - 0 - N Inspection Area, Building or Equipment Inspected Action Taken Electrical Date /+ Inspector fo- a E A ' � o C (JN i T Tv 6 y M /f1 Al-Ir c 7- 7-b —x.77-7 . cb,, /�� ��a4'l`-✓t- rnJ S . � �oYr_�v I � 77L-z— X, G (/,�., T �U „t/ F ,y 4 ? leer„ C� -3 7G7 �,,, � Cd' G kk-, 14��,4'7- A/^,, F� ,�/i 3 a/z_ C/ z ��� � ADO �• W. � 2a J