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Home My WebLink About326 E Front St - Building '~ . ~r~~pplication Number CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 9R~()2 04 00000882 Date 5 0 Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning , , ' Application valuation 326 E FRONT ST 06-30-00-5-9-1810-0000- RES NEW MULTI 5+ FAMILY RESIDENTIAL HIGH DENSITY 1216000 Owner Contractor TUGG ENTERPRIZES LLC 2304 43RD ST, S, E, PUYALLUP (253) 840-9912 Structure Information Construction Type Occupancy Type Ot:her struct info ROHRER CUSTOM HOMES 2304 43RD. ST S. E, WA 98374 ..PUYALLUP (253) 840-9912 000 000 6 UNIT 13084SF CONDO TYPE V NON-RATED HOTELS, APARTMENTS TOTAL % LOT COVERAGE HARD SURFACE AREA 1 NUMBE~ OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE . TOTAL LOT COVERAGE NUMBER OF UNITS WA 98374 30,90 4,00 1. 00 14000.00 4333,00 4333,00 6,00 ~ ~ ~ J permi t , ' , , , Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL AIR FLO/ 6 T-STATS 48561 AIRFLOW HEATING 93,40 5/09/05 11/05/05 ~ Plan Check Fee Valuation ,00 o Qty 1. 00 5,00 Unit Charge Per 36,4000 ECH 11.4000 ECH EL-LVT-FIRST THERMOSTAT EL-LVT-ADD THERMOSTAT Extension 36,40 57.00 '" ~ ~ ~ '- '\ Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on, (Ord, 14,36,050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations, Separate plans & permit will be required for the elevator, A fire sprinkler and a fire alarm system shall be installed, Seperate fire alarm & fire sprinkler plans will be required for review. Proposal will result in a 6 unit 3 story residential condo project: in the RHD with lot coverage of 32.5%, A minor deviation is required for the excess lot coverage over 30% aDd a Zoning Lot Covenant is required to join the two lots into one building site, An ESA approval is'required and will be reviewed with the submitted geologic hazard report, No land use issues are noted as long as all prqcesses are followed. Minor deviation approved on October 21 2004, Height v :,,) COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPEQ'JON RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNM WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DAn: ACCEPTED COMMENTS YIS NO IlIT( ~H lmTrrn:r_IN I CUVER SERVICh FINAL I I GENERAL COMMENTS: PW-II02.U (4'961 FOiRTANGEtES WAS H I N G TON, U. S, A, PUBLIC WORKS & UTILITIES DEPARTMENT Juiy 13, 2004 W. Jay Thorp Clo Kiket Bay Co" Inc. 2106 East Main Auburn, WA, 98002 Subject: 326 E Front Street Job# 9774 Dear Jay: The estimated cost of labor and materials supplied by the City to provide electrical service for your property is $4,356.52. This estimate is subject to change as additional data is provided, This quote is good for 180 days. The City will be responsible for the following: 1) Providing and installing the transforrner. 2) Providing and instailingthe 120/240v meter(s), W N ()" \ll The ownerlcontractor will be responsible for the following: 1) Providing, installing and future maintenance of the service riser on the pole. (Ref: Underground Service-Secondary Riser CR 5 01) 2) Providing, installing and future maintenance of the underground service wires in conduit from the power pole to the house andlor rneter base. (Ref: Trenching Specifications UM 001-S) 3) Ali required permits. (Trenching in the R1W, Electrical, etc.) 4) Payment of $4,356.52. ~ ~ ~ i If the actual cost of construction exceeds the estirnated amount, there will be no further billing. If the actual cost is iess than the estirnate, the difference will be refunded to you, Payment of the estimated arnount will authorize the City to schedule the work. If you have any questions or concerns, feel free to contact me at 360-417-4706. Jo n G, Hebner Electrical Engineering Specialist Cc: James Harper, Electrical Engineering Manager AI Oman. Electrical Inspector Roger Vess, Permit Tech Attachments: 3 Ref: WF17788101 321 EAST FI FTH STREET. P. Q. BOX 1 150. PORT ANGELES, WA 98362-0217 PHONE: 360-417-4805. FAX: 360-417-4542. TTY: 360~417-4645 E-MAIL: publicworks@cityofpa.us d''''''~. $~~~ De ~r"""'" CITY OF PORT ANGE~ES PUBLIC WORKS - ELECTRICAL DIVISION :\21 EAST 5TH STREET. PORT ANGELES. WA 9RJ(12 ra'::p:: ~ 5/09/05 Application Number , , , , , 04-00000882 Application pin number 980398 Date ---------------------------------------------------------------------------- Special Notes and Comments increase to 38.5' and lot coverage to 33%, Electrical load calculations and elctrical permits are required. Any modifications to the City's electrical facilities will be at the customer's expense, Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. ------ --------------------------------------------------------------------- Other Fees SEWER SXSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 3105,00 4.50 4271,00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 93,40 93,40 ,00 ,00 Plan Check Total ,00 ,00 ,00 ,00 Other Fee Total 7380,50 7380,50 ,00 ,00 Grand Total 7473,90 7473.90 ,00 ,00 COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPEgJON RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPEC110N TYPE DATE COMMENTS NO GENERAL COMMENTS: PW-II02.U (4196) d'O'I'~. $fi~~ D!I ",,-:7; CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 911:162 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . , . Application valuation 04-00000882 Date ,980398 326 E FRONT ST 06-30-00-5-9-1810-0000- RES NEW MULTI 5+ FAMILY 3/16/05 RESIDENTIAL HIGH DENSITY 1216000 Owner Contractor TUGG ENTERPRIZES LLC 2304 43RD ST, S, E. PUYALLUP (253) 840-9912 Structure Information Construction Type occupancy Type Other struct info WA 98374 ROHRER CUSTOM HOMES 2304 43RD, ST S, E, PUYALLUP (253) 840-9912 6 UNIT 13084SF CONDO TYPE V NON-RATED HOTELS,-APARTMENTS TOTAL % LOT COVERAGE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98374 30,90 1 4,00 1. 00 14000.00 4333.00 4333.00 6.00 ~ 6'. Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL 400A, 200A SVC + 6 150A FEEDER SHAMP ELECTRICAL CONTRACTING 316,90 Plan Check Fee 3/16/05 Valuation 9/12/05 ~ ,00 o Qty 1. 00 6.00 1.00 Unit Charge 78,7000 23,4000 97,8000 Per ECH ECH ECH EL-RM-0-200 1ST SRV FEEDER EL-RM-0-200 ADD SRV FEEDER EL-RM-201-400 1ST SRV FEEDER Extension 78,70 140,40 97,80 ....... \\ A l::'; ( "\ Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in he,ight, Numbers colors must contrast with wall color they are mounted on, (Ord, 14,36,050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations, Separate plans & permit will be required for the elevator, A fire sprinkler and a fire alarm system shall be installed, Seperate fire alarm & fire sprinkler plans will be required for review, Prop-osal will result in a 6 unit 3 story residential condo project in the RHD with lot coverage of 32,5%, A minor deviation is required for the excess lot coverage over 30% and a Zoning Lot Covenant is required to join the two lots into one building.site, An ESA approval is required and will be reviewed with the submitted geologic hazard report, No land use issues are noted as long as all processes are followed. Minor deviation approved on October 21 2004, Height {;.. ~ \ COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPEg.lON RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS, PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE, IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE rr IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO nTTC 'H lU 1I IUH-IN I COVER SERVICb I GENERAL COMMENTS: PW-1I02.13 (4196) d'OIlI'~ '~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ,l21 EAST 5TH STREET. PORT ANGELES. WA 98~62 Application Number , , , , . 04-00000882 pin number ' , ,980398 Page Date 2 3/16/05 ---------------------------------------------------------------------------- Special Notes and Comments increase to 38,5' and lot coverage to 33%, Electrical load calculations and elctrical permits are required, Any modifications to the City'S electrical facilities will be at the customer's expense, Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch, ---------------------------------------------------------------------------- Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 3105,00 4,50 4271,00 Fee summary Charged Paid Credited ----------------- ---------- - ---------- ---------- Permit Fee Total 316,90 316,90 ,00 Plan Check Total ,00 ,00 ,00 Other Fee Total 7380,50 7380,50 ,00 Grand Total 7697,40 7697,40 .00 Due ,00 .00 ,00 ,00 COMMENTS/ACTION NEEDED ELEcrRlCAL PERMIT INSPEQ'JON RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS, PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER. INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE ...... INSPEC110N TYPE DATE ACCEPTED COMMENTS YES NO Ill' " '.... RUUnH.IN I COVER ~hK V lCh , I/').h/ /,.~I A-r// , , - GENERAL COMMENTS: PW.lI02.1S [4'96) PAGE 02/02 T-031 p,ooz/ooi f-418 - 05/19/2005 09:18 4254021567 BOISE LLC +95416Z6DZ19 Ma~-l;-ZOn& 09:09 f ~i~ OR -; -~:;,.--"'-.'.~:~'-~:_~:~:"""---' ~f 3~ E" ~~"'tJmCJ .-' <;. ::J 0 Ut =r Oce -. 8s:m=r$ 6oo81DJ ~ ~ )( a E. 8" ~Q.e; ~o 8 ~cB OCIJ o 0 0._ 1Ji a ~. ~~ a .... ~ o I CJ] . 9. 2 -loO CJJo - &,C: m c:u 25. ... ...0- m ;j' - - !:t. 0 en CD :::1 CQ (D "0 ...,l. g OJ ...,l. W ::a I --...j 'P Q. ......... ~ (X) ~ CD (") rr, - ~ en 0 11 @ a .....Il ~ 0') -1 ;: -ttXJ 0 (') '-2 g@ Ooo :l::J ~'< 00. ,..,..(1) - . .... ::s co Q) ::t1 ~ Q3 ~. ~(".)~ en i;~ ~"e!. gj:"! ~ o;U 'otO 0..3 ~~ Os- &(1) 6' "9. g:-s:1, (1)::1 CQ I~ $~ g= A : : ~ :: ::8 t I ...l. N = CQ C" tA) ..... i~~; Q.cn"C = It1 i.~ ~ ! ~ ~ o en a cp 0S~19/2005 09:18 May-19-2005 09:09 4254021557 Fror-BOISE EWP WHITE CITY OR BOISE LLC fo95418260219 David Cheney, ~.I.T l30ise Building SolullonB Engineered Wood Proc:JuCfS Product Appncertons P.O. Sox 2400 WhIte City, Oregon 97503-0400 PhQne:80O-23~788 Fax: 541-B26.0219 Emilil: ~ttilboisgQl.I.ilqjng.com DATE: TO: FROM: RE: Thanks David Cheney 5/19/05 Attn: Ronda Martin (WoodinYiJle) David Cheney. E.I.T. - Boise EWP 5" circular hole near bearing Please see attached. ee,. Joists, Versa-Lam. & Boise Glulame Products lintiRNn:d II) B"JJtI kpldll6BRS . PAGE 01/02 T-031 P.DOI/002 F-416 " , ~I- >- OS/24/2005 10:29 4254021567 BOISE LLC , .'.' _ Engineered Wood Products Versa..t.am Horizontal Hole Analysi$ Number of Hol.. :r:w;ji;;~~;:;F~:::~: SIngle 3.5" x 11.875" Verse-Lam 3100 DF ~.5B25" dla. horizontal hole cut l' from support Select Cal(l,ulatl~n Method o Cllcu'= by ~ PU' loIcfs (~ sp;1ft or1y) elhplt I\ctlRt """"'nt, SlIM, II. DoI-.s D9SCI1pOon: Builder: Job Name: Front Sltest Condos Addl'BSs: 326 Ei Front St City, St: POI't Angeles, W A S~pIer. Dlstrlbutor: Boise BMO . WoodIl)VtRe Date: 5124f2005 ;!:;'qi:~~~F:::',' 3100 285 Versa-Lam Grads AIIO'N.1ble llendlng Slnlsa (IbJln~ ~b A1IO'N.1ble Shsar Slnisa (lbIln2} F. Ply Width 111 of PIys MOE (Iblln') 9el1TT1 Width (In) Beam Dspth (In) ~ Weight (Iblll) w Beam l.eng1h (ft) L Sll(tion ModIllu!I ~n1 6 Momenl cIlntena (ln4) I Os5lgn HoIs DlllI'I'1eler ~n) dls Hole Size FlICltOr Factored Hole Olamster (1n) Hole croe:oI~:: ':: (~~~ ~q):~:r;'~ijL,': New CeI1trold (In) y' 6.9 New Moment of Inb!rla (In.) r 48$.4 Allowable Moment (lb"R) M_ 11754 Input AcIuaf Momenl (Ibot!) M..... !""."ji!:i!i~~::;:: +- Input from BC Calc or Qth.... smolyalB Moment Cheek OK eflacltw6hearOep1h d_ ",71875 , Al1<lW11bls She<< (Ib) v_ 3138 Ill\lut ~ Shellr (Jll"1'l) v._ ~;';:!"~f~i:;i?::' -+- Input from Be Cete Dr olher IIU1slya1s SMa, Checlo: OK' live DlIftedlon l./I;MoT limit .":::::il!'$~*:'~>; Input L~ Oe1leclla1 wfo HOl& On) ," "I;i "0.00'1\ ::':',1;,,,- Input from BC Calc or other analyBI$ live DeftllCllDn wI Hols ~n) 0.00 u". DllflectJ.... Checlc OK mputT:~ O=~ ~~~~;~'::';ij;i;1!~~~Fi'O:;:'::+-- Input from Be Cale ~other analysis ToIsI DefIeclion wf Hole (1n) 0,00 1~1 DefllICtlon Cheek OK ;::";i:h:;'\tf:i;:'}i:,:;: 2 9/16" die hole E :2.oe+oa b 3.5 CI "r:~;l~~~r~:i';:,! .:': . 10,7 " Y;;;:~:;6:;~'.:;it~i~!::;:!:':.' o y = 6" 82,3 488.4 ::~.:~ ~[r. .~~;:;.:;~:~~:; 1'-0" D/agr~ m !lot to IIC11le SIngle 3.5" x 11.875" Versa-Lam 3100 DF with a 2.5625'" dilL horizontal hole cut l' from support - r from bottom edge Is allowable accordll'l9 to the informatIon shown above Loads and dlmen81on. to bt> YIIr1nad II)' proJe~a d....lgn pror..slOlla' .., record. :5:)'{p ~~ E ~ TMM~ fn M :D{)~ (p,. BOl:se. fDY: Dr lA,[ e- ~, IJ c.. to~iOO <- FILE PrepBnld by Jeff K. Olson Shesll11 PAGE 01/01 \}i t l't\ ~ ~ ... -I 1 5/2412005 lC?ORTA.~ $~O~~~ rGii ~..---- ~7';:dP CITY OF PORT ANGELES DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property zoning . , , Application valuation 04-00000882 Date .980398 326 E FRONT ST 06-30-00-5-9-1810-0000- RES NEW MULTI 5+ FAMILY 3/30/05 30.90 :n (i ~ S ~ ~ "\ RESIDENTIAL HIGH DENSITY 1216000 Owner Contractor TUGG ENTERPRIZES LLC 2304 43RD ST, S, E. PUYALLUP (253) 840-9912 Structure Information Construction Type Occupancy Type Other struct info WA 98374 ROHRER CUSTOM HOMES 2304 43RD. ST S. E. PUYALLUP (253) 840-9912 6 UNIT 13084SF CONDO TYPE V NON-RATED HOTELS, APARTMENTS TOTAL % LOT COVERAGE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98374 1 4,00 1. 00 14000.00 4333.00 4333.00 6,00 SPRINX 50.00 3/30/05 9/26/05 Plan Check Fee Valuation ,00 o ,c::-<: ~) ~ ~ ---------------------------------------------------------------------------- Permit . . . . Additional desc Sub Contractor Permit Fee Issue Date Expiration Date FIRE SPRINKLER RESID BASE FEE Extension 50.00 "'\ Qty Unit Charge Per ---------------------------------------------------------------------------- Permit FIRE SPRINKLER RESID Additional desc Permit Fee 475.35 Plan Check Fee Issue Date 3/30/05 Valuation Expiration Date 9/26/05 190.14 31000 f\ - o ....., '-' 6.00 BASE FEE 10.1000 THOU BL-25,001-50K (10.10 PER K) Extension 414,75 60.60 , ~. ':i Qty Unit Charge Per ---------------------------------------------------------------------------- Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height, Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36,050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. Separate plans & permit will be required for the elevator. A fire sprinkler and a fire alarm system shall be installed. Seperate fire alarm & fire sprinkler plans will be required for review. Proposal will result in a 6 unit 3 story residential condo Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements, This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct: All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. r~" /7 C ~'" a // (cj#.--/' ~ Signature of Contractor or Authorized Agent ......, .:5 - ~O-oS- Date Signature of Owner (if owner is builder) Date T:\Policies\1102_15 building permit inspection record05,wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS, CALL 417-4735 FOR ELECTRICAL INSPECTIONS, CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION, KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE, INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDA TION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS,) PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I FRAMING ."'\.. JOISTS I GIRDERS ... '\ SHEAR W ALL/HOLD DO~S WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL HEAT PUMP / FURNACE I DUCTS GAS LINE WOOD STOVE I PELLET / CHIMNEY COMMERCIAL HOOD / DUCTS 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 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:IPoliciesl] ] 02~] 5 building permit inspection record05. wpd [1/4/2005] ~ \,ORT ~I\: ~.J..O~~~ "r....a~ 'IL ~ ~ ~-;--;:? CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number . . . . . 04-00000882 pin number . . , . . . .980398 Page Date 2 3/30/05 ----------------------------------------------------------------------------- Special Notes and Comments project in the RHD with lot coverage of 32.5%. A minor deviation is required for the excess lot coverage over 30% and a Zoning Lot Covenant is required to join the two lots into one building site, An ESA approval is required and will be reviewed with the submitted geologic hazard report. No land use issues are noted as long as all processes are followed, Minor deviation approved on October 21 2004. Height increase to 38,5' and lot coverage to 33%. Electrical load calculations and elctrical permits are required. Any modifications to the City's electrical facilities will be at the customer's expense. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. ---------------------------------------------------------------------------- Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 3105.00 4.50 4271.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 525.35 525.35 .00 ,00 Plan Check Total 190.14 190.14 .00 .00 Other Fee Total 7380,50 7380.50 .00 ,00 Grand Total 8095.99 8095.99 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection, I hereby certify that I have read and examined this application and know the same to be true and correct: All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T:\Policies\1102_15 building permit inspection record05,wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS, CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE, IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCA nON, KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO FOUNDATION: FOOTINGS 1- WALLS FOUNDATION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS,) PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I FRAMING JOISTS I GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DRYW ALL (INTERIOR BRACED PANEL ONL Y) T-BAR INSULATION SLAB WALL / FLOOR / CEILING I I MECHANICAL HEAT PUMP / FURNACE / DUCTS GAS LINE WOOD STOVE / PELLET I CHIMNEY COMMERCIAL HOOD / DUCTS 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 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:\Policies\1102_15 building permit inspection record05.wpd [1/412005] BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY: Datc Rcc,: 3 - 7 - o~ Pcnnit #: t>!I- 8 Datc Approved: Datc Issued: www.cityofpa.us Print out form and fill out COMPLETELY in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. Questions? Call: PERMITS (360) 417-4815 Fax (360) 417-4711 Applicant or Agent:-SA2.\N><F-\f<..E~cnOt--l, 1r.,J,C. Phone: .;::)53- e,S3" ",,80 Owner: --rL.lGr~ E:N\E:~~\SE:'S . \...LC, Phone: ~S3- ~40 - '941d- , Address: ~o04- 48~o S1'. S. E. City: ru'<Al.l.U P . \.Job. . Zip: C\8'3 14 , Architect/Engineer:fuGlE:'\ &lUND ttDMt O€Sll::::>N Phone: ;:)5 0- ~4B - Oq~1 ContractorSPR'NX f=, ~~ PimTE'cnON State License #SP~l~f'f&.it\.S Exp: \'2.- 3\ '05 Phone::::63'B5?> .,'1&> PM~4~- , CI 3'0 Address: IS' \4?T. Ft>SD\C~ DI<.N~. ,S\) \11: €.. CIty: ~\6rtAc~p..., \..J,I". Zip: -,f:J3 PROJECT ADDRESS: "3 ~ (0 e. r~ONl s\{<'E~1 ZONING: LEGAL DESCRIPTION: Lot: Block: Subdivision: CLALLAM COUNTY PARCEL NUMBER: D~3Dab 5'1 \ ~\ 0 A5S6G\A.T"'E'D 8U\.\.DIN~ PERM \r.:f::t:: 04- ~PJ~ Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYPE OF WORK: SIZEIVALUATION: o Residential l'Y"New Constr. 0 Re-roof 0 Stove SF, @ $ ~MuIti-family 0 Addition 0 Move 0 Garage SF, @ $ o Commercial 0 Rcmodel 0 Dcmolition 0 Deck SF, @ $ o Repair 0 Sign ~ OtherrH2.e.S.f'I<l.N"\,~OT AL V ALUA TION BRIEF DESCRIPTION OF THE PROJECT: City: Exp. Date: /SF, = $ /S F, = $ /SF, = $ $ o\.ODO.8€> (\t'~Cl..O.TA~) INSTAL-\... r\~c- BPR\N\<::.Le-R .s'(STeN\ ~\)'=>rtOU\ 'N6~ MULn' F~\L"f fo-Ut-Jl\ C.OMP~ COM MERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load: Construction Type:G""",,ScG": \ \-\{:2. No, of Stories: 4 _ Lot Size: \4, DO a. Existing Sq, Ft. N, A.. & Proposed Sq, Ft. /1..1. A. = TOT AL Sq, Ft. \4. 'aoa Total lot coverage 3~ % 4/1.0:;>0 C\1 APPROV ALS: PLAN: BLDG: DPWU: FIRE: OTHER: PLANNING USE ONLY: ESA/Wetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: BUILDING PERM IT APPLICA nON SUBMITT AL: The Building Division can provide you with information on the application and plan submittal requirements if you have questions. VALVA nON OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fec 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: Ifno permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R I 05.3.2 of the International Building/Residential Code, 2003), No application can be extended more tllan once, I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are require nd t I must obtain such permits prior to work. www.cityofpaus Applican , Date: 3'4'01;; PORT ANGELES FIRE DEPARTMENT 102 East Fifth Street, Port Angeles, Washington 98362 (360) 417-4650 FAX (360) 417-4659 Fire Sprinkler System Plan Review Project Name: Front Street Condos Address: 326 E Front ._<<< . Installer: Sprinx Fire Protection Installer Telephone: 253.853.7780 ~"_...>...,..,,>:,-,-~- ~ ~ Type of System: Wet, Closed 130 13RC8J 13DO """'''''''' ~-_."''' , ~ Date: 3.9.2005 PAFD Permit #: 05-09 We have checked this plan and find that it conforms to the requirements of the code. 1) The sprinkler head at the top of the elevator shaft may be omitted. (NFPA 13R 6.8.5) Additional Comments: All systems, including underground mains, shall be installed by a state licensed and certified company. Systems shall be installed per the applicable NFP A Standard. All electrical components shall be compatible with the fire alarm system. All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire Department PRIOR to being covered. A witnessed flush of the underground piping is required. Systems shall pass a 200 PSI hydrostatic pressure test performed for the aboveground piping system in accordance with NFPA 13, Standardfor the Installation of Sprinkler Systems. Before final acceptance of the system, an inspection will be conducted to ensure that the installation complies with the applicable NFP A Standard. o all o Contractor Reviewed by: _\illCl-i)Q Date: '3.q 'C/JS Building Department Fire Department A Fire Sprinkler Corporation 5 I N x p R fIr 8 pro/8c/lon I I Letter of Transmittal I Date: March 4, 2005 Attn: Plan Review To: City of Port Angeles Attn: Buiding Division P.O. Box 1150 Port An e1es, W A. 98362 Re: Fire Sprinkler Drawings for Front Street Condominiums 326 East Front Street Port An eles, Wash in ton We are sending you the following items: COPIES DATE DESCRIPTION 3 2/25/05 Fire Sprinkler Drawings 3 2/25/05 Material Submittals with Hydraulic Calculations 1 3/4/05 Application for Fire Sprinkler Permit THESE ARE TRANSMITTED as checked below: ....J -For Approval ....J -For your use Remarks: Plan Reveiwer, D -As requested PMB 42 Please review our Fire Sprinkler System plans, returnig (2) two sets with your approval and/or comments. If you have any questions, please call (253) 853-7780. 5114 PI. Fosdick Dr. NW #E Gig Harbor, WA 98335-1735 Cont Lic #SPRINFP011LS Phone 253.853. 7780 Fax 253.853.5890 www.SprinxFire.com Thank you, '~~...-.... .~.- >' \ Je~fer 0' e ~re. . E:l l8I- o o o o o I DATE: :3 -.7. 6$""1 FIRE DEPARTMENT k -€- V\.. D u... b u... "- PLANNING DEPARTMENT PUBLIC WORKS/ENGINEERING DIVISION LIGHT DIVISION o ENERGY o ENGINEERING POLICE DEPARTMENT ADMINISTRATION o CITY CLERK o RISK MANAGEMENT I FROM: PUBLIC WORKSIBUILDING DIVISION I RE: ADDRESS: -s 2'=.. 6- "FroM., t- NAME/CONTACT: 5pr-~' "'"'- X ~,r~ pvofe..cJf. I~ I-{ PHONE: 2ss.8~-;-~ -- 7780 PERMIT NUMBER: 04- ~RL PROJECT DESCRIPTION:Y.'v--e.. Sp""\^ ~\,e,." .s:,!si-e &-v\.. ~ NEW CONSTRUCTION o ADDITION/ALTERNATION COMMENTS/CONDITIONS: ~ REVIEWIRETURN o FILE ?N=D CYS - CD 9 ,- -<.., ,.",,'" -'" .......,.,.""'..... "-' -.... - .. ~ '. -.'~...... ~ ~ ,""",' ~ ~, .... .........'........... ,T"-.'--~"r.... ,....... ............ f_...,.....................__.-,..-~"":;,:':'"' Official Use Only Ass~I11.# Backt10w Assembly Test Report City of Port Angeles Public Works and Utilities Department Water/Wastewater Collection Division R~c~ivcd NAME OF PREMISES: SERVICE ADDRESS: -;- . [./ .. /'. " ~.., ,'~ " :: ..,. ./ ...<: ,-... .,'1 r f,~ (~ I.OCA TION OF DEVICE: i I 1,"< ,. :/ r /, / T r,1 ...~<J(~( ASSEMBL Y: Manufacturer Model Size Serial No. IS THIS AN APPROVED ASSEMBLY'I YES ONO 0 IS ASSEMBLY INSTALLED CORRECTL Y" YES 0- NO 0 DA TE OF INST ALLA TION .. UNKNOWNO REDUCED PRESSURE PRINCIPLE ASSEMBLY RP 0 RPDA 0 DC ~- DCDA 0 PVB 0 Air Gap 0 DOUBLE CHECK VALVE ASSEMBLY SVB 0 AVB 0 CHECK VALVE #] CHECK VALVE #2 RELIEF VALVE PVSiSVB Initial Leak~d 0 L~aked 0 Did Nol Open 0 AIR INLET Closed Tighl 0 Did Not Open 0 T~st Held at _________ ps I "' Opened at _~ psi Held at ~ psi Op~n~d at ___ psi R~pairs Clean~d 0 Cleaned 0 Cleaned 0 CHECK VALVE Leaked 0 Held at _pSI R~placed 0 Replaced 0 R~placed 0 REPAIRS Clean~d 0 Details .......~. - R~plaeed 0 3 psi ButTer YES 0 NO 0 Final Closed Tighl 0 AIR INLET Opened at _.____ psi .. "' CHECK VALVE Held at _pSI T~sl Held at ~ psi Held at ___::..__ ps i Op~n~d at _ psi BACK PRESSURE NOD YESO AIR GAP INSPECTION: REQUIRED MINIMUM SEPARATION: YES 0 NO 0 / TYPE OF HAZARD CO\l\lET\TS Line Pressure ~pSl - I , .. -; j...:,// .-, - /J ... /.:) Held Backpressur~ YESO 0 '.,.. , I,", "- C. '7 " - NO ., #2 Shuloff Held YESO NO 0 Relief Valve Exercised YESO NO 0 Dale Til11e Tesler Signature Cet1. # Test Kit Pass~d Failed Initial .. Test " - I'" r t --~. >~.,~ ....i- 'I .' (, "J ;.1. I....A- j I g.- O " :~-{'>~ Repairs 0 0 Finai -- / .' - 7 e--- 0 T~st .. ( " ~ .. .".",.", .., ...: ./ ./ <.( " .... , WHITE - CUSTOMER COpy YELLOW - PURVEYOR COPY PINK - TESTER COPY '--r",,,, ." '............--ll"IrnlW.............'.'fr""..lT'I"""'rr'......",,""'II""'~.4~.W1l'~4~,_~,..l...L.~ ._~. .....,._"",...".",,,...T..~ ..-...... .,.. -~ Official Use Only Assem.# Received Backflow Assembly Test Report City of Port Angeles Public Works and Utilities Department Water/Wastewater Collection Division --:- NAME OF PREMISES: " /' . ,. 7C j//1 Y - ~) //,,/':>1,...... , V 1\ j '- SERVICE ADDRESS: LOCATION OF DEVICE: ASSEMBL Y: .'\.' "'j Manufacturer Model Size Serial No, IS THIS AN APPROVED ASSEMBLY? YES 0- NO 0 IS ASSEMBLY INSTALLED CORRECTLY? YES &NO 0 DA TE OF INST ALLA TION UNKNOWN 0 REDUCED PRESSURE PRINCIPLE ASSEMBLY RP D RPDA D DC C DCDA D PVB D Air Gap D DOUBLE CHECK VALVE ASSEMBLY SVB D AVB D CHECK VALVE #1 CHECK VALVE #2 RELIEF VALVE PVB/SVB Initial Leaked D Leaked D Did Not Open D AIR INLET Closed Tight D Did Nol Open D Test Held at ~psi Opened at ~ psi Held at -'-- pSI Opened al _~ psi Repairs Cleaned D Cleaned D Cleaned D CHECK VALVE Leaked D Held at pSi Replaced D Replaced D Replaced D REPAIRS Cleaned D Delails Replaced D 3 psi Buffer YES D NO D Final Closed Tighl D AIR INLET Opened at __~ psi ~psi CHECK VALVE Hcldal __pSI Test Held at ~psi Held al Opened at _~ psi BACK PRESSURE NOD YES D AIR GAP I'-JSPECTION YES D D " ,- REQUIRED MI'-JIMUM SEPARATION NO TYPE OF HAZARD f. COMMENTS Line Pressure -"--.::.=-psi .: ',,: (- 7t.)) -- - t i/~ YESD D ,. " , Held Backpressure NO .. #2 Shutoff Held YESD NO D Relief Valve Exercised YESD NO D DateTime Tester Signature Cert. # Test Kit Passed Failed Initial Test ~ --- 13- D Ct ji' f - 'r , Repairs D D Final /. .- ~ .- ; Ia-- D Test ;. , " (t I,' F';f , '" I,iff/t. ;- r /..,--/ " - ,.- WHITE - CUSTOMER COPY YELLOW. PURVEYOR COpy PINK - TESTER COPY PORT ANGELES FIRE DEPARTMENT 102 East Fifth Street, Port Angeles, Washington 98362 (360) 417-4650 FAX (360) 417-4659 Fire Sprinkler System Plan Review Project Name: Rohrer 6-plex Address: 326 E Front Installer: Sprinx Installer Telephone: (253) 853-7780 Type of System: Open 130 13R[gI 13DO Date: 12.10.2004 P AFD Permit #: 04-15 We have checked this plan (UNDERGROUND ONLY) and find that it conforms to the requirements of the code with the following exception: 1) Provide a post-indicating valve (PIV). Co-locate the PIV with the FDC. Additional Comments: All systems, including underground mains, shall be installed by a state licensed and certified company. Systems shall be installed per the applicable NFP A Standard. All controlling valves shall be provided with tamper supervision. (13D systems are exempt) All electrical components shall be compatible with the fire alarm system. All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire Department PRIOR to being covered. A witnessed flush of the underground piping is required. A design sprinkler flow test and alarm test are required for all13R and 13D systems. Before final acceptance of the system, an inspection and hydrostatic test will be conducted to ensure that the installation complies with the applicable NFP A Standard. (13D systems do not require a hydrostatic test.) Contractor Reviewed by: ~Q.~ Date: \:2 . (t). ~'1 o ~ o Building Department Fire Department AFire Sprinkler Corporation PM8 42 5114 PI. Fosdick Dr. NW #E Gig Harbor, WA 98335-1735 Cont Lic #SPRINFP011LS Phone 253,853,7780 Fax 253.853.5890 SPRINXJF@AOL.COM 5 I N x p R fIr 8 pro/8c/lon Letter of Transmittal I Date: December 7, 2004 Attn: Ken Dubuc To: Port Angeles Fire Department District # 16 102 East 5th Street Port AnQeles W A. 98362 Re: Fire Sprinkler Underground Drawings 6-Unit Multi Family Building 326 E. Front Street We are sending you the following items: COPIES DATE DESCRIPTION 2 12/03/04 Fire Sorinkler Drawings 2 12/03/04 Material Submittal for FDC and oioing THESE ARE TRANSMITTED as checked below: [}For Approval -J -For your use Remarks: -J -As requested Please see attached drawings for the Underground Fire Sprinkler System at the 6-Unit Multi Family Building located at 326 East Front Street. Should you have any questions, please contact Pete Delgado at 253-606-4581. ThankYOU'~. 'rl(t-C -r- c;Q'\.-- S P f!.-l{J ~~ iZ/l-- ~ ~;()cJ f"CJU~~-l ~-f)l-ei Co> Y1,Ja)) N e..ed AppJ 0> PORT ANGELES FIRE DEPARTMENT 102 East Fifth Street, Port Angeles, Washington 98362 (360) 417-4650 FAX (360) 417-4659 Fire Sprinkler System Plan Review Project Name: Rohrer 6-plex Address: 326 E Front Installer: Sprinx. Installer Telephone: (253) 853-7780 Type of System: Open 130 13Rr8] 13DO Date: 12.10.2004 P AFD Permit #: 04-15 We have checked this plan (UNDERGROUND ONLY) and find that it conforms to the requirements of the code with the following exception: 1) Provide a post-indicating valve (pIV). Co-locate the PIV with the FDC. Additional Comments: All systems, including underground mains, shall be installed by a state licensed and certified company. Systems shall be installed per the applicable NFP A Standard. All controlling valves shall be provided with tamper supervision. (13D systems are exempt) All electrical components shall be compatible with the fire alarm system. All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire Department PRIOR to being covered. A witnessed flush ofthe underground piping is required. A design sprinkler flow test and alarm test are required for all13R and 13D systems. Before final acceptance of the system, an inspection and hydrostatic test will be conducted to ensure that the installation complies with the applicable NFPA Standard. (13D systems do not require a hydrostatic test.) Contractor Reviewed by: ~Q..J)..Q Date: \ 'Z.. (0. (/>'1 ~ o o Building Department Fire Department HoteL ~r- p/aVl~ ~r ~Pt'Iv1 kj4-Y S>p"~ff} .~cL I/a.. [v-a- f-r 0 ~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property zoning . . . Application valuation 04-00000882 Date 980398 326 E FRONT ST 06-30-00-5-9-1810-0000- RES NEW MULTI 5+ FAMILY 4/29/05 TUGG ENTERPRIZES LLC 2304 43RD ST. S. E. PUYALLUP (253) 840-9912 Structure Information Construction Type Occupancy Type Other struct info ROHRER CUSTOM HOMES 2304 43RD. ST S. E. WA 98374 PUYALLUP (253) 840-9912 000 000 6 UNIT 13084SF CONDO TYPE V NON-RATED HOTELS, APARTMENTS TOTAL % LOT COVERAGE HARD SURFACE AREA 1 NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98374 ) ~ ~ ~ ~ RESIDENTIAL HIGH DENSITY 1216000 Owner Contractor 30.90 4.00 1. 00 14000.00 4333.00 4333,00 6.00 ---------------------------------------------------------------------------- Permit . , . . . Additional desc . Permit pin number Sub Contractor permi t Fee Issue Date Expiration Date FIRE ALARM SYSTEM 47985 FEDERAL FIRESAFETY 150,00 Plan Check Fee 4/29/05 Valuation 10/26/05 .00 o ~ ~ \)" Qty 1. 00 1. 00 Unit Charge Per 100.0000 ECH 50.0000 ECH FIRE INSPECTION & TESTING FIRE ALARM PLAN REVIEW Extension 100.00 50,00 \q Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. Separate plans & permit will be required for the elevator. A fire sprinkler and a fire alarm system shall be installed. Seperate fire alarm & fire sprinkler plans will be required for review. Proposal will result in a 6 unit 3 story residential condo project in the RHD with lot coverage of 32.5%. A minor deviation is required for the excess lot coverage over 30% and a zoning Lot Covenant is required to join the two lots into one building site. An ESA approval is required and will be reviewed with the submitted geologic hazard report. No land use issues are noted as long as all processes are followed. Minor deviation approved on October 21 2004. Height 'i\ d ~ -( (//I. ~ Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements, This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Signature of Owner (if owner is builder) Date T:\Policies\1102_15 building permit inspection record05,wpd [1/4/2005] BUILDING PERMIT INSPECTION RE~ORD CALL 417-4815 FOR BUILDING INSPECTIONS, CALL 417-4735 FOR ELECTRICAL INSPECTIONS, CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE, IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION, KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO FOUNDATION: FOOTINGS , WALLS FOUNDATION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS,) PLUMBING UNDER FLOOR I SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I FRAMING JOISTS I GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING , DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL I FLOOR / CEILING I MECHANICAL HEAT PUMP I FURNACE I DUCTS GAS LINE WOOD STOVE I PELLET / CHIMNEY COMMERCIAL HOOD I DUCTS MANUFACTURED HOMES FOOTING I SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT, SEPARATE PERMIT #'s SEPA: PARKING/LIGHTlNG 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 I ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT, 417-4750 PLANNING DEPT, BUILDING 417-48]5 BUILDING T:\Policies\ II 02_15 building permit inspectIOn record05, wpd [1/4/2005J lCfORT ""'" $~O~~~ r'Gii '=- --- ~-;--~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 04-00000882 Application pin number 980398 Page Date 2 ~/29/05 ---------------------------------------------------------------------------- Special Notes and Comments increase to 38.5' and lot coverage to 33%. Electrical load calculations and elctrical permits are required. Any modifications to the City's electrical facilities will be at the customer's expense. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. ---------------------------------------------------------------------------- Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 3105.00 4.50 4271.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 150.00 150.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 7380.50 7380.50 .00 .00 Grand Total 7530.50 7530.50 .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 laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T:\Policies\1102_15 building permit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCA nON. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL HEAT PUMP / FURNACE / DUCTS GAS LINE WOOD STOVE / PELLET / CHIMNEY COMMERCIAL HOOD / DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s 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:\PoJicies\1102_15 building permit mspecl10n record05.wpd [1/4/2005] BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY I D~tc Rcc.:.!:L::.2..1 ~_~ I Permit#u'-l~~2 . Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 Date Approv~d: j)~te Issued: Applicant or Agent: ~ A.l -r-- 1-1- A r==- ~ Phone: L/<t) 7 - 3 ~O ~ Owner: ~("~ e iJlr-~Pe.1 ~~5 Phone: Address: 2..\ Dl.o ~#'l M.AI,.::) City: Au801ZA... j WA Zip: g~oo ~ Architect/Engineer: Phone: F"E"DE\7P, (~~DT \ .\ Contractor Fb..~1 -1=i~'P?tate Lice~se #: Exp: <is\"~\\t)5 PI~one: Y5'7 ._~ Address: i( r<U~1c., Pi 4'-.ar CIty: 'SE~U'-~ \.'VA. Zlp:Q(s3"is"d-.. PROJECT ADDRESS: 3 ~ ~ G. r::: I<D/~ '5-r- ZONING: LEGAL DESCRIPTION: Lot: Block: Subdivision: CLALLAM COUNTY PARCEL NUMBER: Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYPE OF WORK: o Residential 'fijJ New Canstr. 0 Re-roof J{ Multi-family 0 Addition 0 Move X. Commercial 0 Remodel 0 Demolition o Repair 0 Sign BRIEF DESCRIPTION OF THE PROJECT: City: Exp. Date: o Stove o Garage o Deck o Other ,L; "r-e SIZEN ALUATION: SF. @ $ /SF. = $ SF. @ $ /SF. = $ SF. @ $ /SF. = $ TOTAL VALUATION $ /t'":j,,,; VI.,. sl/.5letvt '" <&'/(0<::::2 0(""..;0 - -4 COMMERCIAL/RESIDENTIAL: Occupancy Group: No. of Stories: Lot Size: Existing Sq. Ft. Total lot coverage % Occupant Load: & Proposed Sq. Ft. Constmction Type: = TOTAL Sq. Ft PLANNING USE ONLY: ESA/Wetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: APPRO V ALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ V ALUA TION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building pemrit application and constlUction plans are submitted. All other pennit fees are due at the time of permit issuance. EXPIRA TION OF PLAN REVIEW: If no pennit 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 \vritten request by the applicant (see Section R1 05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that I must obtain such permits prior to work. T,IRVESSIBLDG-form,-broob"=\2004-H"lldl"gpcrmi<.wpd AppJjoan~ k~ ~ D,te, 't - 2,l- cS [:::J o o o [3 o o I DATE: 41- 27-0::,-1 FIRE DEPARTMENT PLANNING DEPARTMENT PUBLIC WORKS/ENGINEERING DIVISION LIGHT5IS::RGY ~L_ ) o ENGINEERIN~ 1-"/ ' bf? POLICE DEPARTMENT r;:~~~ ~ ADMINISTRATION o CITY CLERK o RISK MANAGEMENT I FROM: PUBLIC WORKSIBUlLDING DIVISION' RE: ADDRESS: 3:Zb C Fr-6Ji\. j NAME/CONTACT: Fed€. r-o..{ K(,,"C.. SCot ~)I PHONE: ~3"7 - S..sO ~ PERMIT NUMBER: ~Y-g82- PROJECT DESCRIPTION: ~ ,\,.,. ~_ At d aI' W\ s ys.:I--e IA..A.. ~ NEW CONSTRUCTION o ADDITION/ALTERNATION COMMENTS/CONDITIONS: 121.. REVIEW /RETURN o FILE I DATE:I/_{}-!_O$I J\ M.. L~~1 ~ FIRE DEPARTMENT PLANNING DEPARTMENT 0 PUBLIC WORKS/ENGINEERING DIVISION 0 LIGHT DIVISION 0 ENERGY 0 ENGINEERING 0 POLICE DEPARTMENT 0 ADMINISTRATION 0 CITY CLERK 0 RISK MANAGEMENT FROM: PUBLIC WORKS/BUILDING DIVISION RE: ADDRESS: ~;;r ~~~ ~~~ f~~S:l:~ NAME/CONTACT: ." G ~ & , ~ ()u ~ t . r) J):{ PHONE: 1-/...<:: 7- :) ~~C9 ~ PERMIT NUMBER: 0<-/- 882 PROJECT DESCRIPTION: ;:::1 rL .4-b t-VVI S:/j -0 f,;,W!_ ~' NEW CONSTRUCTION o ADDITION/ALTERNATION COMMENTS/CONDITIONS: ~ REVIEWIRETURN o FILE PORT ANGELES FIRE DEPARTMENT FIRE ALARM SYSTEM PLAN REVIEW Project Name: Rohrer 6-plex Address: 326 E Front Plan # 05-08 I Installer: Federal F iresafety I Date: 4.25.2005 We have checked this plan and find that it conforms to the requirements of our codes and ordinances, with the following comments: 1) Add an additional smoke detector in the garage-level recreation room. This system must be monitored by an off-site central station monitoring company and the building must be equipped with a KNOX locking keybox. Contact the Fire Department at 417-4653 for a KNOX order form and for mounting location information. The following comments apply to all systems: 1. All systems shall be installed per NFP A 72. 2. A final field acceptance test will be conducted before final approval. The field acceptance test will be a test of ALL system components. NOTE: Prior to the issuance of a Certificate of Occupancy, compliance with the above conditions must be met. Reviewed by: ~ Q:d.J4Q Bull mg Department Copy Date: '{.lS .CD> ~ D D D Contractor/ Owner Copy Fire Department Copy Light Department FEDERAL FIRESAFETY, INC. 71 Ruth's Place, Suite 6 Sequim, WA 98382 c:-- --- Jc~ [? elf @ [j{J] D If iT (360) 457-3308 Fax (360) 457-5612 DATE JOB NO. l - OS" RE: ~ TO C-'''''y Or R:>1e:"l AJ,:"")E::-. E"' c:=<. > Shop drawings Copy of letter Prints Plans Samples the following items: Specifications WE ARE SENDING YOU Attached Under seperate cover via Change order COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: "'" For approval For your use Approved as submitted Approved as noted Resubmit copies for approval copies for distribution corrected prints Submit As requested Returned for corrections Return > '" For review and comment FOR BIDS DUE 20 PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO ~ SIGNED:~ .,/ "~_U~ are not as noted, kindly notify u~ c! .O<<T ""'~ t~~ r.. ~ -- ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 ,- Application Number pin number . . . . Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 04-00000882 Date .980398 326 E FRONT ST 06-30-00-5-9-1810-0000- RES NEW MULTI 5+ FAMILY 1/06/05 RESIDENTIAL HIGH DENSITY 1216000 ~ Owner Contractor "'- ....... ~ ~ TUGG ENTERPRIZES LLC 2304 43RD ST. S. E. PUYALLUP (253) 840-9912 Structure Information Construction Type occupancy Type Other struct info WA 98374 ROHRER CUSTOM HOMES 2304 43RD. ST S. E. PUYALLUP (253) 840-9912 6 UNIT 13084SF CONDO TYPE V NON-RATED HOTELS, APARTMENTS TOTAL % LOT COVERAGE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98374 30.90 ~, ~ II\) ('J 0" 1 4.00 1. 00 14000.00 4333.00 4333.00 6.00 Permit BUILDING PERMIT - COMMERCIAL Additional desc Permit Fee 6420.65 Plan Check Fee Issue Date 12/03/04 Valuation Expiration Date 6/02/05 4173.42 1216000 c., crJ" t\\ ~/ \0 rq ---------------------------------------------------------------------------- Qty Unit Charge Per Extension 5632.25 788.40 '0 ') (} \" ,> T BASE FEE 216.00 3.6500 THOU BL-1M + (3.65 PER K) ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc Permit Fee 423.85 Plan Check Fee .00 Issue Date 12/03/04 Valuation 0 Expiration Date 6/02/05 Qty Unit Charge Per Extension BASE FEE 47.00 6.00 14.7000 ECH ME- INSTALL 100- FAU 88.20 31.00 7.2500 ECH ME-VENT FAN 224.75 6.00 10.6500 ECH ME-GAS PIPE 1 TO 5 63.90 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc Permit Fee 629.00 Plan Check Fee .00 Issue Date 12/03/04 Valuation 0 Expiration Date 6/02/05 Qty Unit Charge Per Extension BASE FEE 47.00 74.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 518.00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. oAJ ;:=- / L~ Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Date Date T:\PLANNING\FORMS\1102.15 [11/1412003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCA TION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGElDOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN I PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN ~/.fL,/(.1C"} : 1l{; WATER LINE ~R TO BLDG) GAS LINE ,. BACK 1lfJw l\v A TER AIR SEAL WALLS I CllN~t~!';.<V' -Tu.- CEILING I FRAMING ~~I ""14(0," \!'l..L App. 211.9 f'io1v JOISTS 1 GIRDERS ~~ fi.-v. fYam ~ . -y\ I/t:> G App- u LA.-- SHEAR W ALLlHOLD DOWNS WALLS 1 ROOF 1 CEILING ICIlP:,'f~/;~1/.. ...r u. DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULA nON SLAB WALL 1 FLOOR 1 CEILING I ~/2_J 0, JU...- MECHANICAL HEAT PUMP GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEPA: P ARKINGILIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R. W.I PWI CONSTRUCTION - R. W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PLANNING\FORMS\I 102.15 [1111412003] ~ fORT "'-\: "^".J...O~ ~r.~ 'lL~ ~ ~C~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number 04-00000882 .980398 Page Date 2 1/06/05 Qty 1. 00 1. 00 6.00 Unit Charge 7.0000 15.0000 7.0000 Per ECH ECH ECH PL- EA. INSTALL WATER PIPE PL- EA. BLDG SEWER PL- EA. WATER HEATER Extension 7.00 15.00 42.00 ---------------------------------------------------------------------------- Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. Separate plans & permit will be required for the elevator. A fire sprinkler and a fire alarm system shall be installed. Seperate fire alarm & fire sprinkler plans will be required for review. proposal will result in a 6 unit 3 story residential condo project in the RHO with lot coverage of 32.5%. A minor deviation is required for the excess lot coverage over 30% and a zoning Lot Covenant is required to join the two lots into one building site. An ESA approval is required and will be reviewed with the submitted geologic hazard report. No land use issues are noted as long as all processes are followed. Minor deviation approved on October 21 2004. Height increase to 38.5' and lot coverage to 33%. Electrical load calculations and elctrical permits are required. Any modifications to the City's electrical facilities will be at the customer's expense. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. ---------------------------------------------------------------------------- Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 3105.00 4.50 4271.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 7473.50 7473.50 .00 .00 Plan Check Total 4173.42 4173.42 .00 .00 Other Fee Total 7380.50 7380.50 .00 .00 Grand Total 19027.42 19027.42 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Owner (if owner is builder) Date Signature of Contractor or Authori~ed Agent Date T:\PLANNING\FORMS\1102.15 [11114/2003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: ~~~o.-rr ~ 7-4 -06 J J..t- I}P FOOTINGS IJ-II- O~ '~J, ).. I WALLS 'D-~I-r)c,.- _L L FOUNDATION DRAINAGEIDOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN I PLUMBING F\1"-l<~- 12j7.3!cr:: MJLL UNDER FLOOR 1 SLAB IQ. -It, -0,"'- i J.. t.- ROUGH-IN IV WATER LINE (METER TO BLDG) I{1-J h -()<; I J j..t-. GAS LINE IV BACK FLOW 1 WATER AIR SEAL WALLS ~/l( i'()~ :1vv I ~"'j' t,iJtVl9~C,J#la-cr- /~/:( - A/]je- ~ CEILING 7-?1 0 \ IJ L--l FRAMING Held dO\\lI1S 5-FJ"-DS- I"\-p .jLL 1 JOISTS 1 GIRDERS snearwail 5-Y3)--<.'5"".jLL i2J Ern.m ~ ~ ("34J- O~. <Jl.-L- - 1; rve. SHEAR W ALLlHOLD DOWNS r::;' - i i7-OS ..1 L}... F, r~ . t -1'-6~'- J~t- j)-f Q WALLS 1 ROOF 1 CEILING ~ -!).~-o.:r ..j ).. 1- frOI11111.1;3-31-QS~ .,}j)- I'W ~ DR YW ALL (INTERIOR BRACED PANEL ONLY) 5-fr-oS J i,..... ,;;"'(?::tWlII'1. 1-/ -I J..f -0 s- Jf-J- /J-p T-BAR 1="i rp wJ1il it - 21--:6Er Ji-L AP ~ INSULATION 1::'17 eo.-I- Wedl '{, (P -11- D 5 ~"(J JJ..v SLAB I ~IIG /O~ IJ ~I ~ rn PVrI WALL 1 FLOOR 1 CEILING I I Z 1~'{J!3 ,kpP~ ~ MECHANICAL HEAT PUMP fV1 UIt- htVlt-z- /z/.? z./tP j~ GAS LINE I 2-/ J.2j 0\ -Il-L- WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKlNGILIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 4 I 7-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R W.I PWI CONSTRUCTION - R.W. lUt:/C\ iJI ENGINEERING 417-4807 PW 1 ENGINEERING FIRE DEPT. , FIRE 417-4653 PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING /.2/.;.310< - JU- . ~J \ ~ ~ ~\ ...... ~ cl! c~ \~ ~ ~ ~ '~ I........ ~ ~ t.~~ T:\PLANNING\FORMS\I 102.15 [11/14/2003] c1 fORT ~ ~ ~,,~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name property Use property zoning . . . Application valuation 04-00001118 Date .192616 326 E FRONT ST 06-30-00-5-9-1810-0000- ELECTRICAL ONLY 12/03/04 RESIDENTIAL HIGH DENSITY o Owner Contractor ------------------------ ------------------------ SHAMP ELECTRICAL CONTRACTING PO BOX 383 PORT ANGELES WA 98362 (360) 452-1689 TUGG ENTERPRIZES LLC 2304 43RD ST S. E. PUYALLUP WA 98374 ---------------------------------------------------------------------------- Permit Additional desc permi t Fee Issue Date Expiration Date ELECTRICAL TEMPORARY SERVICE TEMP SVC. 48.10 Plan Check Fee 12/03/04 valuation 6/02/05 .00 o Qty unit Charge Per 1.00 48.1000 ECH EL-TEMP SRV - 0-100 SRV FDR Extension 48.10 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 48.10 48.10 .00 .00 plan Check Total .00 .00 .00 .00 Grand Total 48.10 48.10 .00 .00 a --t! \ ~\ ~ -t ~ ~ ,-.. ('1\ l :\\ ~~ d) \)J N ~ Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T:\PLANNING\FORMS\1102.15 [11/14/2oo3J BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED YES I NO COMMENTS FOUNDATION: FOOTINGS WALLS FOUNDATION DRAlNAGElDOWN SPOUTS ELECTRICAL ROUGH-IN PLUMBING UNDER FLOOR 1 SLAB (LIGHT DEPT) SEPARATE PERMIT: # II), . /?-<.-<Jt/11C V ~V1AO (J t:. ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING FRAMING JOISTS 1 GIRDERS SHEAR W ALLlHOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERJOR BRACED PANEL ONL Y) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING MECHANICAL HEAT PUMP GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engineering Division) SEPARATE PERMIT #'s: I I I I I WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s P ARKINGILIGHTING LANDSCAPING RESIDENTIAL SEPA: ESA: SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/uSE DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 / 2- ~ ((/( ELECTRJCAL LIGHT DEPT CONSTRUCTION R. W. 1 PWI ENGINEERING FIRE PLANNING DEPT. BUILDING T:\PLANNINGIFORMS\1102.15 [11114/2003] 417-4807 417-4653 417-4750 CONSTRUCTION - R. W. PW 1 ENGINEERJNG FIRE DEPT. 417-4815 PLANNING DEPT. BUILDING City of Port Angeles Community Developement (Building Division) 321 E 5th St Port Angeles, Washington 98362 360-417-4815 Plan analysis based on the 2003 International Building Code Project Number: Project Name: Address: Date: October 14, 2004 Contractor: Occupancy: Construction: '. . Engineer: Repbrt By: JIM LIERLY NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of t~e code. Report created using Plan Analyst software by IRS Global 800-854-7179 # SHEET IDENTIFICATION CORRECTION REQUIRED ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- G;J Stairs Provide a landing on both sides of door. Note: The step & size requirements. -- Sec. 1008.1.4 /~~Elevator 8Shaft Vec Room At least one elevator is required to accommodate an ambulance-type stretcher. -- Sec. 3002.4 Elevator hoistways are required to vent smoke and hot gases. -- Sec. 3004.1 All glazing in hazardous locations is required to be of safety glaz~g material. -- Sec. 2406.1 & 2406.3 (9Xit The pedestrian walkway is required to be of noncombustible construction. -- Sec. 3104.3 t. i' .' Stairs - 1 hour Enclosure 1. Question: Are the walls of the exit enclosure 1 hour fire resistive Comment: The walls of this exit enclosure are not 1 hour fire resistive. Sec. 1019.1 2. Question: Are openings assemblies Comment: Openings to assemblies. to the enclosure protected with 1 hour fire the exit enclosure are required to be 1 hour fire Table 715.3 3. Question: Are all doors into exit enclosures from normally occupied spaces Comment: Only exit doors from normally occupied spaces are allowed to open into an exit enclosure. -- Sec. 1019.1.1 4. Question: Do exit enclosures discharge directly to the exterior or through vestibules Comment: Exit enclosure must discharge directly to the exterior. Note: 50 percent may exit through a vestibule conforming to the fire rating for the enclosure. -- Sec. 1023.1 Page # 19 Code review for: Project Id.: TO BE DETERMINED Address: Front Street 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. -- Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. -- Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 604.5.1 b. The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 604.5.2 6. The top of the water closet seats shall be 17 to 19 inches above the floor. -- Sec. 604.4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. Sec. 605.2 8. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. -- Sec. 606.3 9. Sinks shall be 6 1/2 inches deep maximum. -- Sec. 606.5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. -- Sec. 603.3 Code review for: Project Id.: TO BE DETERMINED Address: Front Street Page # 21 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.1 Locations: Sec. 2406.3 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. Elevator 1. Question: If the building is 4 or more stories, does at least one elevator accommodate a stretcher Comment: At least one elevator is required to accommodate an ambulance-type stretcher. -- Sec. 3002.4 2. Question: If the building is 4 or more stories, are hoistways vented Comment: Elevator hoistways are required to vent smoke and hot gases. -- Sec. 3004.1 MEANS OF EGRESS TABLE 1018.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD OCCUPANT LOAD MINIMUM NUMBER OF EXITS 1-500 2 501-1.000 3 More than 1,000 4 I 1018.1.1 Open parking structures. Parking structures shall not have less than two exits from each parking tier, ex- cept that only one exit is required where vehicles are me- chanically parked. Unenclosed vehicle ramps shall not be considered as required exits unless pedestrian facilities are provided. 1018.1.2 Helistops. The means of egress from helistops shall comply with the provisions of this chapter, provided that landing areas located on buildings or structures shall have two or more exits. For landing platforms or roof areas less than 60 feet (18288 mm) long, or less than 2,000 square feet (186 m2) in area, the second means of egress is permit- ted to be a fire escape or ladder leading to the floor below. 1018.2 Buildings with one exit. Only one exit shall be re- quired in buildings as described below: 1. Buildings described in Table 1018.2, provided that the building has not more than one level below the first story above grade plane. 2. Buildings of Group R-3 occupancy. 3. Single-level buildings with the occupied space at the level of exit discharge provided that the story or space complies with Section 1014.1 as a space with one means of egress. TABLE 1018.2 BUILDINGS WITH ONE EXIT MAXIMUM OCCUPANTS MAXIMUM HEIGHT OF (OR DWELLING UNITS) BUILDING ABOVE PER FLOOR AND OCCUPANCY GRADE PLANE TRAVEL DISTANCE A,Bd,E,F,M, U I Story 50 occupants and 75 feet travel distance H-2, H-3 I Story 3 occupants and 25 feet travel distance H-4, H-5, I, R I Story 10 occupants and 75 feet travel distance sa ] Story 30 occupants and 100 feet travel distance Bb, F, M, sa 2 Stories 30 occupants and 75 feet travel distance R-2 2 StoriesC 4 dwelling units and 50 feet travel distance For S1: ] foot = 304.8 mm. a. For the required number of exits for open parking structures, see Section JO]8.1.1. b. For the required number of exits for air traffic control towers, see Section 4] 2.]. c. Buildings classified as Group R-2 equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 and pro-- vided with emergency escape and rescue openings in accordance with Sec- tion 1025 shall have a maximum height of three stories above grade. d. Buildings equipped throughout with an automatic sprinkler system in accor- dance with Section 903.3.1.] with an occupancy in Group B shall have a maximum travel distance of 100 feet. 214 FILE 1018.3 Exit continuity. Exits shall be continuous from the point of entry into the exit to the exit discharge. 1018.4 Exit door arrangement. Exit door arrangement shall meet the requirements of Sections 1014.2 through 1014.2.2. SECTION 1019 VERTICAL EXIT ENCLOSURES 1019.1 Enclosures required. Interior exit stairways and inte- rior exit ramps shall be enclosed with fire barriers. Exit enclo- sures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more and not less than I hour where connecting less than four stories. The number of stories connected by the shaft enclosure shall include any basements but not any mezzanines. An exit enclosure shall not be used for any purpose other than means of egress. Enclosures shall be constructed as fire barriers in accordance with Section 706. Exceptions: 1. In other than Group H and I occupancies, a stairway serving an occupant load of less than 10 not more than one story above the level of exit discharge is not re- quired to be enclosed. 2. Exits in buildings of Group A-5 where all portions of the means of egress are essentially open to the outside need not be enclosed. 3. Stairways serving and contained within a single resi-I dential dwelling unit or sleeping unit in occupancies in Group R-2 or R-3 and sleeping units in occupancies in Group R- I are not required to be enclosed. 4. Stairways that are not a required means of egress ele- ment are not required to be enclosed where such stair- ways comply with Section 707.2. 5. Stairways in open parking structures which serve only the parking structure are not required to be enclosed. 6. Stairways in occupancies in Group 1-3 as provided for in Section 408.3.6 are not required to be enclosed. 7. Means of egress stairways as required by Section 410.5.4 are not required to be enclosed. 8. In other than occupancy Groups H and I, a maximum of 50 percent of egress stairways serving one adjacent floor are not required to be enclosed, provided at least two means of egress are provided from both floors served by the unenclosed stairways. Any two such in- terconnected floors shall not be open to other floors. 9. In other than occupancy Groups H and I, interior egress stairways serving only the first and second sto- ries of a building equipped throughout with an auto- matic sprinkler system in accordance with Section 903.3.1.1 are not required to be enclosed, provided at least two means of egress are provided from both floors served by the unenclosed stairways. Such inter- connected stories shall not be open to other stories. I 1019.1.1 Openings and penetrations. Exit enclosure opening protectives shall be in accordance with the require- ments of Section 715. 2003 INTERNATIONAL BUILDING CODE@ Where an elevation change of 30 inches (762 mm) or less occurs between a cross aisle and the adjacent floor or grade below, guards not less than 26 inches (660 mm) above the aisle floor shall be provided. Exception: Where the backs of seats on the front of the cross aisle project 24 inches (610 mm) or more above the adjacent floor of the aisle, a guard need not be provided. 1024.14.2 SightIine-constrained guard heights. Unless subject to the requirements of Section 1024.14.3, a fascia or railing system in accordance with the guard requirements of Section 1012 and having a minimum height of 26 inches (660 mm) shall be provided where the floor or footboard ele- vation is more than 30 inches (762 mm) above the floor or grade below and the fascia or railing would otherwise inter- fere with the sightlines of immediately adjacent seating. At bleachers, a guard must be provided where the floor or foot- board elevation is more than 24 inches (610 mm) above the floor or grade below and the fascia or railing would other- wise interfere with the sightlines of the immediately adja- cent seating. 1024.14.3 Guards at the end of aisles. A fascia or railing system complying with the guard requirements of Section 1012 shall be provided for the full width of the aisle where the foot of the aisle is more than 30 inches (762 mm) above the floor or grade below. The fascia or railing shall be a mini- mum of 36 inches (914 mm) high and shall provide a mini- mum 42 inches (1067 mm) measured diagonally between the top of the rail and the nosing of the nearest tread. - 1024.15 Bench seating. Where bench seating is used, the num- ber of persons shall be based on one person for each 18 inches (457 mm) of length of the bench. I SECTION 1025 EMERGENCY ESCAPE AND RESCUE 1025.1 General. In addition to the means of egress required by this chapter, provisions shall be made for emergency escape and rescue in Group R as applicable in Section 101.2 and Group 1-1 occupancies. Basements and sleeping rooms below the fourth story above grade plane shall have at least one exterior emergency escape and rescue opening in accordance with this section. Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping room, but shall not be required in adjoining areas of the basement. Such opening shall open directly into a public street, public alley, yard or court. Exceptions: 1. In other than Group R-3 occupancies as applicable in Section 101.2, buildings equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. 2. In other than Group R-3 occupancies as applicable in Section 101.2, sleeping rooms provided with a door to a fire-resistance-rated corridor having access to two remote exits in opposite directions. 3. The emergency escape and rescue opening is permit- ted to open onto a balcony within an atrium in accor- 2003 INTERNATIONAL BUILDING CODE@ MEANS OF EGRESS dance with the requirements of Section 404, provided I the balcony provides access to an exit and the dwell- ing unit or sleeping unit has a means of egress that is not open to the atrium. 4. Basements with a ceiling height ofless than 80 inches (2032 mm) shall not be required to have emergency escape and rescue windows. 5. High-rise buildings in accordance with Section 403. 6. Emergency escape and rescue openings are not re- quired from basements or sleeping rooms which have an exit door or exit access door that opens directly into a public street, public alley, yard, egress court or to an exterior exit balcony that opens to a public street, pub- lic alley, yard or egress court. 7. Basements without habitable spaces and having no more than 200 square feet (18.6 square meters) in floor area shall not be required to have emergency es- cape windows. 1025.2 Minimum size. Emergency escape and rescue open- ings shall have a minimum net clear opening of 5.7 square feet (0.53 m2). Exception: The minimum net clear opening for emergency escape and rescue grade-floor openings shall be 5 square feet (0.46 m2). 1025.2.1 Minimum dimensions. The minimum net clear opening height dimension shall be 24 inches (610 mm). The minimum net clear opening width dimension shall be 20 inches (508 mm). The net clear opening dimensions shall be the result of normal operation of the opening. 1025.3 Maximum height from floor. Emergency escape and rescue openings shall have the bottom of the clear opening not greater than 44 inches (1118 mm) measured from the floor. 1025.4 Operational constraints. Emergency escape and res- cue openings shall be operational from the inside of the room without the use of keys or tools. Bars, grilles, grates or similar devices are permitted to be placed over emergency escape and rescue openings provided the minimum net clear opening size complies with Section 1025.2 and such devices shall be releasable or removable from the inside without the use of a key, tool or force greater than that which is required for normal operation of the escape and rescue opening. Where such bars, grilles, grates or similar devices are installed in existing build- ings, smoke alarms shall be installed in accordance with Sec- tion 907.2.10 regardless of the valuation of the alteration. 1025.5 Window wells. An emergency escape and rescue open- ing with a finished sill height below the adjacent ground level shall be provided with a window well in accordance with Sec- tions 1025.5.1 and 1025.5.2. 1025.5.1 Minimum size. The minimum horizontal area of I the window well shall be 9 square feet (0.84 m"), with a min- imum dimension of 36 inches (914 mm). The area of the window well shall allow the emergency escape and rescue opening to be fully opened. 1025.5.2 Ladders or steps. Window wells with a vertical depth of more than 44 inches (1118 mm) shall be equipped with an approved permanently affixed ladder or steps. Lad- 223 GENERAL BUILDING HEIGHTS AND AREAS TABLE 503 ALLOWABLE HEIGHT AND BUILDING AREAS Height limitations shown as stories and feet above grade plane. Area limitations as determined by the definition of "Area, building," per floor. TYPE OF CONSTRUCTION TYPE I TYPE II TYPE III TYPE IV TYPE V A B A B A B HT A B Hgt(feet) GROUP Hgt(S) UL 160 65 55 65 55 65 50 40 S UL 5 3 2 3 2 3 2 1 A-J A UL UL ]5,500 8,500 ]4,000 8.500 15.000 ]] ,500 5,500 S UL ]] 3 2 3 2 3 2 ] A-2 A UL UL 15,500 9,500 14,000 9.500 15,000 11,500 6,000 S UL II 3 2 3 2 3 2 I A-3 A UL UL 15,500 9,500 ]4,000 9.500 ]5,000 ] ],500 6.000 S UL I] 3 2 3 2 3 2 ] A-4 A UL UL 15.500 9,500 ]4,000 9.500 15,000 11,500 6,000 A-5 S UL UL UL UL UL UL UL UL UL A UL UL UL UL UL UL UL UL UL S UL ]] 5 4 5 4 5 3 2 B A UL UL 37.500 23,000 28,500 ]9,000 36.000 18,000 9.000 S UL 5 3 2 3 2 3 ] I E A UL UL 26,500 14,500 23,500 14,500 25,500 ] 8.500 9.500 F-I S UL II 4 2 3 2 4 2 I A UL UL 25,000 15,500 19,000 12,000 33,500 14,000 8.500 F-2 S UL II 5 3 4 3 5 3 2 A UL UL 37,500 23,000 28,500 ]8,000 50.500 21,000 13.000 H-I S ] ] ] I I I I I NP A 21,000 ]6.500 II ,000 7,000 9,500 7,000 10,500 7,500 NP H-2 S UL 3 2 I 2 1 2 ] I A 2],000 ]6,500 ]] ,000 7,000 9,500 7.000 10,500 7,500 3,000 H-3 S UL 6 4 2 4 2 4 2 I A UL 60.000 26,500 14,000 17,500 13,000 25.500 10,000 5,000 H-4 S UL 7 5 3 5 3 5 3 2 A UL UL 37,500 17,500 28.500 17,500 36,000 18.000 6,500 H-5 S 3 3 3 3 3 3 3 3 2 A UL UL 37,500 23,000 28,500 19,000 36,000 18,000 9,000 I-I S UL 9 4 3 4 3 4 3 2 A UL 55,000 19,000 10.000 16,500 10,000 18.000 10,500 4,500 1-2 S UL 4 2 ] ] NP I ] NP A UL UL 15,000 II ,000 12,000 NP 12,000 9,500 NP 1-3 S UL 4 2 I 2 ] 2 2 ] A UL UL ]5,000 10,000 10,500 7,500 12,000 7,500 5,000 1-4 S UL 5 3 2 3 2 3 I I A UL 60,500 26,500 13,000 23,500 13,000 25.500 ]8,500 9,000 M S UL ]] 4 4 4 4 4 3 I A UL UL 21,500 ]2,500 ]8,500 12,500 20,500 14,000 9,000 R-I S UL II 4 4 4 4 4 3 2 A UL UL 24,000 16,000 24.000 16,000 20,500 12,000 7.000 R_2a S UL ]] 4 4 4 4 4 3 2 A UL UL 24,000 ]6,000 24,000 ]6,000 20.500 ]2,000 7,000 R_3a S UL I] 4 4 4 4 4 3 3 A UL UL UL UL UL UL UL UL UL R-4 S UL ]] 4 4 4 4 4 3 2 A UL UL 24.000 ]6,000 24,000 16,000 20,500 12,000 7.000 So] S UL I] 4 3 3 3 4 3 ] A UL 48.000 26,000 ]7,500 26,000 17.500 25.500 ]4,000 9.000 S_2b, c S UL I] 5 4 4 4 5 4 2 A UL 79,000 39.000 26,000 39,000 26,000 38.500 21,000 13,500 UC S UL 5 4 2 3 2 4 2 1 A UL 35,500 ]9,000 8,500 14,000 8,500 ]8,000 9,000 5,500 I For SI: 1 foot = 304.8 mm, ] square foot = 0.0929 m2. UL = Unlimited, NP = Not permitted. a. As applicable in Section 10 1.2. lb. For open parking structures, see Section 406.3. c. For private garages, see Section 406.1. 74 2003 INTERNATIONAL BUILDING CODE@ CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL 501.1 Scope. The provisions of this chapter control the height and area of structures hereafter erected and additions to exist- ing structures. [F) 501.2 Premises identification. Approved numbers or ad- dresses shall be provided for new buildings in such a position as to be clearly visible and legible from the street or roadway fronting the property. Letters or numbers shall be a minimum 3 inches (76 mm) in height and stroke of minimum 0.5 inch (12.7 mm) of a contrasting color to the background itself. SECTIONS 502 DEFINITIONS 502.1 Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein. AREA, BUILDING. The area included within surrounding exterior walls (or exterior walls and fire walls) exclusive of vent shafts and courts. Areas of the building not provided with sur- rounding walls shall be included in the building area if such ar- eas are included within the horizontal projection of the roof or floor above. BASEMENT. That portion of a building that is partly or com- pletely below grade plane (See "Story above grade plane" in Section 202). A basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet (1829 mm) above grade plane; 2. More than 6 feet (1829 mm) above the finished ground level for more than 50 percent of the total building perim- eter; or 3. More than 12 feet (3658 mm) above the finished ground level at any point. GRADE PLANE. A reference plane representing the average of finished ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line or, where the lot line is more than 6 feet (1829 mm) from the build- ing, between the building and a point 6 feet (1829 mm) from the building. HEIGHT, BUILDING. The vertical distance from grade plane to the average height of the highest roof surface. HEIGHT, STORY. The vertical distance from top to top of two successive finished floor surfaces; and, for the topmost story, from the top of the floor finish to the top of the ceiling joists or, where there is not a ceiling, to the top ofthe roof raf- ters. 2003 INTERNATIONAL BUILDING CODE@ INDUSTRIAL EQUIPMENT PLATFORM. An unoccu- pied, elevated platform in an industrial occupancy used exclu- sively for mechanical systems or industrial process equipment, including the associated elevated walkways, stairs and ladders necessary to access the platform (see Section 505.5). MEZZANINE. An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than one-third of the area of the room or space in which the level or levels are located (see Section 505). STORY. That portion of a building included between the upper surface of a floor and the upper surface of the floor or roof next above (also see "Basement" and "Mezzanine"). SECTION 503 GENERAL HEIGHT AND AREA LIMITATIONS 503.1 General. The height and area for buildings of different construction types shall be governed by the intended use of the building and shall not exceed the limits in Table 503 except as modified hereafter. Each part of a building included within the exterior walls or the exterior walls and fire walls where pro- vided shall be permitted to be a separate building. 503.1.1 Basements. Basements need not be included in the total allowable area provided they do not exceed the area permitted for a one-story building. 503.1.2 Special industrial occupancies. Buildings and structures designed to house low-hazard industrial pro- cesses that require large areas and unusual heights to ac- commodate craneways or special machinery and equipment including, among others, rolling mills; structural metal fab- rication shops and foundries; or the production and distribu- tion of electric, gas or steam power, shall be exempt from the height and area limitations of Table 503. 503.1.3 Buildings on same lot. Two or more buildings on the same lot shall be regulated as separate buildings or shall be considered as portions of one building if the height of each building and the aggregate area of buildings are within the limitations of Table 503 as modified by Sections 504 and 506. The provisions of this code applicable to the aggregate building shall be applicable to each building. 503.1.4 Type I construction. Buildings of Type I construc- tion permitted to be of unlimited tabular heights and areas are not subject to the special requirements that allow unlim- ited area buildings in Section 507 or unlimited height in Sec- tions 503.1.2 and 504.3 or increased height and areas for other types of construction. 503.2 Party walls. Any wall located on a lot line between adja- cent buildings, which is used or adapted for joint service be- tween the two buildings, shall be constructed as a fire wall in accordance with Section 705, without openings and shall cre- ate separate buildings. - 73 SECTION 504 HEIGHT MODIFICATIONS 504.1 General. The heights permitted by Table 503 shall only be increased in accordance with this section. Exception: The height of one-story aircraft hangars, air- craft paint hangars and buildings used for the manufacturing of aircraft shall not be limited if the building is provided with an automatic fire-extinguishing system in accordance with Chapter 9 and is entirely surrounded by public ways or yards not less in width than one and one-half times the height of the building. 1504.2 Automatic sprinkler system increase. Where a build- ing is equipped throughout with an approved automatic sprin- kler system in accordance with Section 903.3.1.1, the value specified in Table 503 for maximum height is increased by 20 feet (6096 mm) and the maximum number of stories is in- creased by one story. These increases are permitted in addition to the area increase in accordance with Sections 506.2 and I 506.3. For Group R buildings equipped throughout with an ap- proved automatic sprinkler system in accordance with Section 903.3.1.2, the value specified in Table 503 for maximum height is increased by 20 feet (6096 mm) and the maximum number of I stories is increased by one story, but shall not exceed four sto- ries or 60 feet (18288 mm), respectively. Exceptions: 1. Group 1-2 of Type lIB, III, IV or V construction. 2. Group H-l, H-2, H-3 or H-5. I 3. Fire-resistance rating substitution in accordance with Table 601, Note d. 504.3 Roof structures. Towers, spires, steeples and other roof structures shall be constructed of materials consistent with the required type of construction of the building except where other construction is permitted by Section 1509.2.1. Such structures shall not be used for habitation or storage. The struc- tures shall be unlimited in height if of noncombustible materi- als and shall not extend more than 20 feet (6096 mm) above the allowable height if of combustible materials (see Chapter 15 for additional requirements). SECTION 505 MEZZANINES 505.1 General. A mezzanine or mezzanines in compliance with this section shall be considered a portion of the floor be- low. Such mezzanines shall not contribute to either the building area or number of stories as regulated by Section 503.1. The area of the mezzanine shall be included in determining the fire area defined in Section 702. The clear height above and below the mezzanine floor construction shall not be less than 7 feet (2134 mm). 505.2 Area limitation. The aggregate area of a mezzanine or mezzanines within a room shall not exceed one-third of the area of that room or space in which they are located. The enclosed portions of rooms shall not be included in a determination of the size of the room in which the mezzanine is located. In deter- mining the allowable mezzanine area, the area of the mezza- nine shall not be included in the area of the room. 2003 INTERNATIONAL BUILDING CODE@ GENERAL BUILDING HEIGHTS AND AREAS Exception: The aggregate area of mezzanines in buildings and structures of Type lor II construction for special indus- trial occupancies in accordance with Section 503 .1.2 shall not exceed two-thirds of the area of the room. 505.3 Egress. Each occupant of a mezzanine shall have ac- cess to at least two independent means of egress where the common path of egress travel exceeds the limitations of Sec- tion 1013.3. Where a stairway provides a means of exit access from a mezzanine, the maximum travel distance includes the distance traveled on the stairway measured in the plane of the tread nosing. Exceptions: 1. A single means of egress shall be permitted in accor- dance with Section 1014.1. 2. Accessible means of egress shall be provided in ac- I cordance with Section 1007. 505.4 Openness. A mezzanine shall be open and unobstructed to the room in which such mezzanine is located except for walls not more than 42 inches (l067 mm) high, columns and posts. Exceptions: I. Mezzanines or portions thereof are not required to be open to the room in which the mezzanines are located, provided that the occupant load of the aggregate area of the enclosed space does not exceed 10. 2. A mezzanine having two or more means of egress is not required to be open to the room in which the mez- zanine is located, if at least one of the means of egress provides direct access to an exit from the mezzanine level. 3. Mezzanines or portions thereof are not required to be open to the room in which the mezzanines are located, provided that the aggregate floor area of the enclosed space does not exceed 10 percent of the mezzanine area. 4. In industrial facilities, mezzanines used for control equipment are permitted to be glazed on all sides. 5. In Group F occupancies of unlimited area, meeting the requirements of Section 507.2 or 507.3, mezza- nines or portions thereof are not required to be open to the room in which the mezzanines are located, pro- vided that an approved fire alarm system is installed throughout the entire building or structure and notifi- cation appliances are installed throughout the mezza- nines in accordance with the provisions of NFPA 72. In addition, the fire alarm system shall be initiated by I automatic sprinkler water flow. 505.5 Industrial equipment platforms. Industrial equipment platforms in buildings shall not be considered as a portion of the floor below. Such equipment platforms shall not contribute to either the building area or the number of stories as regulated by Section 503 .1. The area of the industrial equipment platform shall not be included in determining the fire area. Industrial equipment platforms shall not be a part of any mezzanine, and such platforms and the walkways, stairs and ladders providing access to an equipment platform shall not serve as a part ofthe means of egress from the building. 75 ~ORTANGELES t~f?Y WAS H I N G TON, U. S. A. PUBLIC WORKS & UTILITIES DEPARTMENT March 19,2004 Tom Blore Po Box 1272 Sequim, W A. 98382 Subject: New three (3) phase underground service to 326 East Front Street. Dear Tom, w ~ ~ Per your request for an estimated cost of electrical service, the cost may vary from as little as five thousand ($ 5,000.00) to more than twenty five thousand ($25,000:00) dollars depending on the load data you provide. The attached Electrical Requirements form is provided to assist in determining a more accurate cost estimate. Any estimate is subject to change as additional data is proVided. If you have any questions or concerns, feel free to contact at 360-417-4706. \1l 11 a ~ ~ ohn G. Hebner Electrical Engineering Specialist JHEBNER@cityofpa.us Roger Vess, Permit Technician AI Oman, Electrical Inspector 360-417-4815 360-417-4735 Cc: James Harper, Electrical Engineering Manager Alan Oman, Electrical Inspector Roger Vess, Permit Technician File Attachments: 4 321 EAST FIFTH STREET · P. O. BOX 11.50 · PORT ANGELES, WA 98362-0217 PHON E: 360-417-4805 · FAX: 360-417-4542 · TTY: 360-417-4645 E-MAIL: PUBWORKS@CI.PORT-ANGELES.WA.US \'-.)(..c.- ~ n....~t;:;S l.L.-.C.. J o~ .. 0 6-i ~ S ~ G:,t-JO""""NIVw\ ~tJ'-e:Y./ ~ ~ \4.} ~IL Ie... ,"TflA 4/udo L \(2. -r:; c:l". 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PEABODY SUITE #22 PORT ANGELES, WA 98362 DATE: 9/20/2004 JOB NO. 04160 AUTHOR: sz 2 Years 30 Minutes Port Angeles 0.711 Inches/Hour = m/(T^n) 4.310 0.530 RUNOFF AREA ACRE COEFF: SO. FT. IIAn IIC'I O=C*I*A 11500 0.264 0.250 0.047 2500 0.057 0.300 0.012 0.000 0.000 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 TOTALS 14000 0.321 0.059 CFS * = INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) AFTER DEVELOPMENT 1 Condominium Building 2 Concrete Driveways 3 Courtyard 4 Patio 5 Lawn/Landscaping 6 Vegetated Slope AREA SO. FT. 4265 2740 380 152 3963 2500 RUNOFF ACRE COEFF: "A" lien O=C*I* A 0.098 0.900 0.063 0.063 0.900 0.040 0.009 0.900 0.006 0.003 0.900 0.002 0.091 0.100 0.006 0.057 0.300 0.012 0.000 0.000 0.000 0.000 0.000 0.000 0.321 0.129 CFS TOTALS 14000 * = INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) INCREASE IN SITE RUNOFF = ALLOW ABLE = 0% 0.070 0.000 CFS REQUIRED ON SITE RETENTION/DISPOSAL = REQUIRED VOLUME FOR 30 MIN. STORM = RUNOFF COLLECTED TO MEET REQUIREMENT 1 Condominium Building 2 Concrete Driveways 3 Courtyard 4 Patio 5 Lawn/Landscaping 6 Vegetated Slope tugg-2yr.xls 0.070 CFS 126 CU. FT. % AREA CONTROL O=C*I*A 4265 100.00% 0.063 2740 100.00% 0.040 380 100.00% 0.006 152 0.00% 0.002 3963 0.00% 0.006 2500 0.00% 0.012 0.00% 0.000 0.00% 0.000 CONTROLLED RUNOFF 0.063 0.040 0.006 0.000 0.000 0.000 0.000 0.000 0.108 CFS 14000 Page 1 of 1 Intensity PORT ANGELES DRAINAGE DESIGN PROJECT: TUGG ENTERPRISES LLC LOCATION: Lots 3&4, Blk. 18, TPA PARCEL NO: 06-30-00-590810 I Mean Recurrence Interval = Rainfall Duration (T) = Design City = 1= m= n= ZENOVIC & ASSOCIATES 519 S. PEABODY SUITE #22 PORT ANGELES, WA 98362 DATE: 9/20/2004 JOB NO. 04160 AUTHOR: sz 25 Years 30 Minutes Port Angeles 1.207 Inches/Hour = m/(T^n) 7.370 0.532 BEFORE DEVELOPMENT RUNOFF AREA ACRE COEFF.* SO. FT. nAil liCit O=C*I* A 11500 0.264 0.280 0.089 2500 0.057 0.330 0.023 0.000 0.000 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 TOTALS 14000 0.321 0.112 CFS 1 Pasture 0-2% 2 Vegetated Slope * = INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) AFTER DEVELOPMENT 1 Condominium Building 2 Concrete Driveways 3 Courtyard 4 Patio 5 Lawn/Landscaping 6 Vegetated Slope AREA SO. FT. 4265 2740 380 152 3963 2500 TOTALS 14000 * = INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) INCREASE IN SITE RUNOFF = ALLOWABLE = REQUIRED ON SITE RETENTIONIDISPOSAL = REQUIRED VOLUME FOR 30 MIN. STORM = RUNOFF COLLECTED TO MEET REQUIREMENT RUNOFF ACRE COEFF.* IIAII "CII O=C*I*A 0.098 0.900 0.106 0.063 0.900 0.068 0.009 0.900 0.009 0.003 0.900 0.004 0.091 0.110 0.012 0.057 0.330 0.023 0.000 0.000 0.000 0.000 0.000 0.000 0.321 0.223 CFS 0% % AREA CONTROL O=C*'* A. 4265 100.00% 0.106 2740 100.00% 0.068 380 100.00% 0.009 152 0.00% 0.004 3963 0.00% 0.012 2500 0.00% 0.023 0.00"/0 0.000 0.00% 0.000 1 Condominium Building 2 Concrete Driveways 3 Courtyard 4 Patio 5 Lawn/Landscaping 6 Vegetated Slope 14000 tugg-25yr.xls Page 1 of 2 0.111 0.000 CFS 0.111 CFS 199 CU. FT. CONTROLLED RUNOFF 0.106 0.068 0.009 0.000 0.000 0.000 0.000 0.000 0.184 CFS Intensity -.-. DETENTION TRENCH/PIPE TRENCH DIMENSIONS ORIFICE #1 2 YEAR STORM ORIFICE #2 25 YR STORM tugg-25yr.xls WIDTH = DEPTH = ROCK VOID RATIO = PIPE DIMENSIONS PIPE DIAMETER = PIPE # 1 AREA /L.F. = PIPE #2 AREA /L.F. = ROCK VOID AREA IL.F. = TOTAL VOID PER L.F. = ESTIMATED TRENCH / PIPE LENGTH = OFT. OIN. = o 24 IN. = 3.142 SQ. FT. 0.000 SQ. FT. 0.00 SQ. FT. 3.14 SQ. FT. 63 FT. Head 1.210 14.52 " FLOW RATE (01) =_CFS ORIFICE #1 DIAMETER =_IN. -->USEI H2 (TOTAL HEIGHT ABOVE ORIFICE #1) = FLOWRATE (Q out 2yr orifice) = FLOW RATE (Q out 25yr orifice) = H25(HEIGHT ABOVE ORIFICE #2) ORIFICE #2 DIAMETER = Page 2 of 2 , FT. CFS , CFS 9.48" IN. -->USEI OFT 2FT 0.0 C.Y. 1.1251IN. ORIFICE 1-1/8" 1.oooIIN. ORIFICE 1" Intensity PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Project Name: Front Street Condos Address: 326 East Front Street Plan # 04-11 I Com r:g] Residential 0 I Date: 10.5.04 We have checked this plan and find that it conforms to the requirements of our codes and ordinances. 1) This structure will require a fire sprinkler system and a fire alarm system. Separate fire alarm and fire sprinkler plans will be required for review. 2) A 2A-l OBC fire extinguisher will be required in a common area at each level of the building. The elevator code will also require a fire extinguisher in the elevator machinery room. 3) The plan shows gas fireplaces in the apartments, however there is no indication on the plans for where the gas tank(s) will be located. Depending upon the tank location(s), vehicle impact protection may be required. 4) A KNOX locking keybox will be required for the building. Please contact the Fire Department for an order form. 5) The site plan does not indicate a location for exterior trash receptacles. Trash receptacle dumpsters must be located a minimum of 5' from combustible construction. 6) The doors leading between the garage areas are shown as being 1 hour doors, however they do not indicate whether or not they are self-closing. These doors must be self-closing. 7) Address numbers will be required for the building. The numbers must be clearly visible from the street, a minimum of 6" high and of contrasting color from their background. NOTE: Prior to the issuance of a Certificate of Occupancy, compliance with the above conditions must be met. Reviewed by: \oa...Q~ Date: It)- 5 - (l)'-( WJ o o Building Department Copy Contractor! Owner Copy Fire Department Copy 10.4.2004 filE Jim, I realize that this is more of a building code question than a fire question, but I'm wondering if the interior staircase needs to be enclosed. I'm looking at section 1019 ofthe IBe and I'm not sure if it applies here or not. There are doors where the garage opens into the staircase, but there are not any doors at each level of the building. I may be way off on this, but I thought I would bring it up for your opinion. Thanks, Ken Sep 27 04 09:57a Bob & Vvirginia Rohrer 2538409912 p.2 '1- b~ ::, <"- pORT ..(: 0' 'IV, ..I.. Q<0 J.....~.. .-'<:, -- ~-~ u. ~~(fl ~~: H1NG \Vashington State Energy Code p.l""..... 1)D.'T';t:>,~i rlH.('kli'''"l .1a.ll ~'-.....,...""'" , '-'--------.~ ' Apolicant 1)lcase Check. write in N/A. or fill in vallie on boxes or l1nes. Project Address: ~?~ E. Ff?t;. ~T Compliance Approacb:(ched: one) ~ Systems analysis o Component perfOlmance Wrescriptive path HEArING SYSTEM o Zone Heating o Electric Fumace ~eat Pump FOUNDATION PHASE ](I Slab R- \ 0 Exterior dov.'ll to frostline/slab bottom; Interior 24" horizontal or vertical; or, If radiant under entire slab 1i1t Belov.' grade exterior wall insulatiol1: R -J:!.. (If interior -see Insulation Phase) FRAMING PHASE 'S'\ Standard 0 h1termediate 0 Advanced ~tandard air seal: sole plate/sub floor; rimjoist; window & door [rames; wires, plumbing, ducts, light fixt.lIes .Source specific exhaust fans: bath & lauudry(50 cfm) kit:hen(l 00 cfm) o Whole house exhaust fan _ din intermittent system has manual & auto controls: Outdoor air supply reg. [or habitable rooms or ''5il:.Integrated forced -air system, fan 100 cfm, outside air duct(with motor damper) allowing .35 and .5 ACH INSULA TION PHASE ~R-.J.1.. Wall insulation(above grad~) o R-_ Wall insulatiol1(below grade) Interior wall i.:nsulation \-.J/~ 'l$...R- ~ Floor insulatlOll l& R __'30 "mg i..sulation: Including attic hatch o R- _ Vaulted Ceiling insulation t-J / I\- )3. VapOl retarders: Walls, Ceiling: 0 4 mil poly )teerm rated paint Okraft faced batts o Vapor retarders: Floors: 04 mil poly ~m.f1 faced batts o Ground cover: 6 mil Black polyethylene, 12" lap at joints & extending to foundation wall t-.y~ T:\ROGER\BLDG_FORMS-BROC~ruRES\ENERG\'PLANllE"1EW Over: Fill in back side also. Sep 27 04 09:56a Bob ~ Vvir~inia Rohrer 2538409912 p. 1 \ ~~ 2> Fax Cover Sheet Rohrer custom Homes, Inc. 2304 43rd st S.E. Puyallup. WA 98374 253-840-9912 Fox number 253-840-9912 Cell 253-973-0409 Send to: c..,,~ G~ -.-f>\. Attention: n ~e:.~ '--'C" Office Location: '" e-=-"" From: ,"&,b K.c ',""v-......- \'J(:'~' 6\r--r\~~~R\S e:-" Dote: q _ t.- Office Location: <;V" CXLL.--" P Phone Number: 2'-:. :, _ ~'-\-O-C\c, \ '2. 9. Fox Number: ::, ~) - \"l. - 'i"1\ 7- - Lt\( - ~l \ I o Urgent o Reply ASAP o Please comment o Please Review o For your Information Total pages. including cover: Comments: .9 L~_~ E.. 9~-)C.~"c E ~ ~Ee.(".,'-; ~l>-"\-L.J.->'-~~~s. 6~~(...~ 7....' ~L}:-'><'SE. J:>r'\::>.)'-'~~' L.CS;- ~ ?~~-~.. ~....,-::s.- ~ OJ g \ \ 2..\ to I b~.. ~ ~__ ~~~~ -0-...- ~..,_.~,.'-:- \ ~ ~ ~ ~ ~....-..--., - \>-~ ........-S-.!t... s.-- ~~......~ \:)~..-..:.. ~. _ A \. ...., C L-'-' t:) E. \ "-.J "r ~ ~\ s~~ Gu ~ 'l:::i) (I -, .-'J~ .......-. A ....r-... 1 t _, I " - (rlorJf ~ ~~ IOO'Ob tQp c{. BLti:C(_ _ _ ct . /p~~ ~ocAl.bf<.. 'I r - - -I ....", ~ r - - Ir~"lM>~'f t;..w. I , "\ j//// ///7~ PROPOSED ~ 6- PLEX ~ / ., " /{// g l' '0 ~ P~Opo~~D ~o~'j - J' N '\. ~o(tl 'l.Y'')C 1'7' Drz.\"WJ"'~ ~\\J~A1 ... ~ ~ ~ t)rL\\JfAJJA'I } ';0' } A~fi,t I "::2b' N ~we:p Love~,e:. 4(P'2-0 $r= L ~30!o) 'PRO\.HD~O ~"...DIN(,., Co~~e. 4<00 4 $f \ \ . SITE PLAN Page # 11 Code review for: Project Id.: TO BE DETERMINED Address: Front Street Exception 4: Doors from individual dwelling or sleeping units of Group R occupancies having an occupant load of 10 or less are permitted to be equipped with a night latch, dead bolt or security chain, provided such devices are openable from the inside without the use of a key or tool. ADDITIONAL DOORS: Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. -- Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. -- Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. -- Sec. 1008.1.6 4. Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. -- Sec. 1008.1.7 EMERGENCY ESCAPE AND RESCUE: Emergency escape and rescue openings are not required. -- Sec. 1025.1, Exception 1 Code review for: Project Id.: TO BE DETERMINED Address: Front Street Page # 12 STAIR REQUIREMENTS: Dwelling stairs: Within individual dwelling units. 1. A stairway must be at least 36 inches wide. -- Sec. 1009.1, Exception 1 2. The maximum rise of a step is 7 3/4 inches and the minimum run is 10 inches. A nosing not less than 3/4 inches but not more than 1 1/4 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. -- Sec. 1009.3, Exception 5 3. Provide a handrail on at least one side of stairway. -- Sec. 1009.11, Exception 2 Handrail height, measured above stair tread nosing, shall be not less than 34 inches and not more than 38 inches. -- Sec. 1009.11.1 Stairways: 1. The riser heights shall not be less than 4 inches or greater than 7 inches. The minimum tread depth is 11 inches. -- Sec. 1009.3 The maximum variation is 3/8 inch between the largest and the smallest in a stairway flight. -- Sec. 1009.3 2. The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 50. -- Sec. 1009.1 Also, check exit table above to see if minimum width is greater than 44 inches. 3. Provide a handrail on each side of stairways. -- Sec. 1009.11 Handrail height, measured above stair tread nosing, shall be not less than 34 inches and not more than 38 inches. -- Sec. 1009.11.1 Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches and not greater than 2 inches or shall provide equivalent graspability. -- Sec. 1009.11.3 Handrail-gripping surfaces shall be continuous without interruption by newel post or other obstructions. -- Sec. 1009.11.4 Handrails shall return to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight. Where handrails are not continuous between flights, the handrails shall extend horizontally at least 12 inches beyond the top riser top riser and continue to slope for the depth of one tread beyond the bottom riser. -- Sec. 1009.11.5 4. Open sides of walking surfaces which are located more than 30 inches above the floor or grade below are required to have a guard. -- Sec. 1012.1 5. The minimum height is 42 inches. -- Sec. 1012.2 Within individual dwelling units. Exception: Guards whose top rail also serves as a handrail shall have a height not less than 34 inches and not more than 38 inches measured vertically from the leading edge of the stair tread nosing. 6. Open guards shall have balusters or ornamental pattern such that a 4-inches diameter sphere cannot pass through any opening up to a height of 34 inches. From a height of 34 inches above the adjacent walking surface to 42 inches above the walking surface, a sphere 8 inches in diameter shall not pass. -- Sec. 1012.3 Exception 1. The triangular opening formed at the riser, tread and guardrail may be 6 inches. Code review for: Project Id.: TO BE DETERMINED Address: Front Street Page # 13 7. The minimum headroom clearance is 80 inches (6 ft.- 8 inches.) measured vertically from a line connecting the edge of the nosing. Headroom shall be continuous to the point where the line intersects the landing below. The minimum clearance shall be maintained the full width of the stairway and landing. -- Sec. 1009.2 8. Enclosed usable space under the stairs is required to be protected by I-hour fire-resistive construction or the fire-resistance rating of the stairway enclosure, whichever is greater. -- Sec. 1019.1.5 9. A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings. -- Sec. 1009.6 STAIRWAY ENCLOSURES: 1. Stairways are required to be in 2 hour fire resistive exit enclosures. -- Sec. 1019.1 Exception 4: Stairways that are not a required means of egress element only need to comply with shaft enclosure requirements in Section 707.2 See Exception 2 to shaft enclosures in Section 707.2 Exception 7 in Section 707.2, Not required if: 7.1 Does not connect more than two stories. 7.3 Is not concealed. 7.4 Is not open to a corridor in Group I and R. 7.6 Is separated from openings to other floors by construction complying with shaft requirements. 2. The openings into the exit enclosure are required to be 1 1/2 hour fire assemblies. -- Table 715.3 Openings into enclosure are limited to those necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure. -- Sec. 1019.1.1 Doors shall be self-closing or automatic closing. -- Sec. 715.3.7 Code review for: Project Id.: TO BE DETERMINED Address: Front Street Page # 14 3. Exit enclosure must discharge directly to the exterior of the building. -- Sec. 1023.1 Exception 1: 50 percent of the number and capacity may exit through areas on the level of discharge provided all of the following are met: 1.1 There is a free and unobstructed way to the exterior that is readily visible and identifiable form the exit enclosure. 1.2 The level of exit discharge is separated from areas below by construction conforming the fire resistance rating for the enclosure. Exception 2: 50 percent of the number and capacity may exit through a vestibule provided all of the following are met: 2.1 The area of the vestibule is separated from areas below by construction conforming the fire resistance rating for the enclosure. 2.2 The depth from the exterior of the building is not greater than 10 feet and the length is not greater than 30 feet. 2.3 The vestibule is separated from the remainder of the level of exit discharge by construction providing at least the equivalent of approved wired glass in steel frames. 2.4 The vestibule is used only for means of egress and exits directly to the outside. 4. The walls and soffits within enclosed usable spaces under stairways shall be protected by 2 hour fire resistant construction. Access to the enclosed usable space shall not be directly from within the stair enclosure. -- Sec. 1019.1.5 5. If a stairway continues below the level of exit discharge, an approved barrier is required at the level. Directional exit signs shall be provided. -- Sec. 1019.1.6 ELEVATOR REQUIREMENTS: 1. An approved pictorial sign of a standardized design shall be posted adjacent to each elevator call station on all floors instructing occupants to use the exit stairways and not to use the elevators in case of fire. -- Sec. 3002.3 3. Hoistways of elevators penetrating more than three stories shall be provided with a means for venting smoke and hot gases to the outer air in case of fire. -- Sec. 3004.1 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group R is 250 feet. The maximum travel distance in Group U is 400 feet. Table 1015.1 Table 1015.1 Code review for: Project Id.: TO BE DETERMINED Address: Front Street Page # 15 BUILDING ACCESSIBILITY 1. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 50 percent of all public entrances shall be accessible. -- Sec. 1105.1 2. At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. -- Sec. 1105.1.6 3. Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106.1 -- Sec. 1106.1 4. At least one accessible route shall connect each accessible level. -- Sec. 1104.4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. -- Sec. 1104.5 6. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. Sec. 1109.5 Accessible dwelling units shall be provided in accordance with Table 1107.6.1.1 ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class B or better. -- Table 1505.1 AUTOMATIC SPRINKLER SYSTEMS -- Sec. 903 If openings are not provided in each 50 feet on at least one exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 903.2.10.1 Openings shall have a minimum dimension of 30 inches. There must be at least 20 sq. ft. of opening in every 50 lineal feet of wall or fraction thereof. -- Sec. 903.2.10.1 Openings must be entirely above the adjoining ground level. Exception: Openings below grade that lead directly to ground level by an exterior stairway or outside ramp. -- Sec. 903.2.10.1, #1 An automatic sprinkler system is required in fire areas containing an R-occupancy. -- Sec. 903.2.7 A residential sprinkler system (NFPA 13R) is permitted. -- Sec. 903.3.1.2 Note: If used, increases exceptions cannot be used. WARNING: -- If any of the above require a sprinkler system throughout the building, then the sprinkler system cannot be used for one hour substitution. -- Table 601, Note d Code review for: Project Id.: TO BE DETERMINED Address: Front Street Page # 16 FIRE ALARM SYSTEM -- Sec. 907 A manual fire alarm system is required. -- Sec. 907.2.9, #1 Exception 2: Manual fire alarm boxes are not required when the following conditions are met: The notification appliances will activate upon sprinkler water flow, and At least one manual fire alarm box is installed at an approved location. Exception 3: An alarm system is not required in buildings without an interior corridor serving dwelling units and each unit has an egress door opening directly to an exterior exit access leading to an exit or are served by open-ended corridors designed in accordance with Section 1022.6, Exception 4 Single or multiple station smoke alarms shall be installed in corridor or area giving access to each rooms used for sleeping purposes, in sleeping rooms, and on each floor. -- Sec. 907.2.10.1.2 If the automatic sprinkler system is connected to building fire alarm system, automatic heat detection is not required. -- Sec. 907.2 LIGHT AND VENTILATION 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. -- Sec. 1205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. -- Sec. 1205.2.1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. -- Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. -- Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. -- Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet. -- Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. -- Sec. 1203.4.1.2 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. -- Sec. 1203.4.2.1 Code review for: Project Id.: TO BE DETERMINED Address: Front Street Page # 17 CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. -- Sec. 1208.2 WALL AND CEILING FINISH: 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.6.1.1 or 803.6.1.2. -- Sec. 803.6.1 3. Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. -- Sec. 803.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. -- Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. -- Sec. 1210.1 6. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. -- Sec. 1210.2 INSULATION NOTES: 1. Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450. -- Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) 2. Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. -- Sec. 719.2.1 Foam plastic insulations are required to be protected. -- Sec. 2603 ADDITIONAL REQUIREMENTS: For R-2 occupancy For U occupancy Code review for: Project Id.: TO BE DETERMINED Address: Front Street Page # 18 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from ICC/ANSI Al17.1-1998 WATER FOUNTAINS AND WATER COOLERS: Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. -- Sec. 602.4 2. Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge. Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit. -- Sec. 602.5 3. Spouts shall provide a flow of water 4 inches height minimum. -- Sec. 602.6 TOILET FACILITIES: 1. A 60 inch diameter turning space or T-shaped space is required in the toilet room. -- Sec. 603.2.1 and 304.3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. 2. Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 16 to 18 in. Sec. 604.2 3. When the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. -- Sec. 604.3.1 4. When the accessible water closet is in a compartment: Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall. -- Sec. 604.8.1.1 Compartment doors shall not swing into the minimum required compartment area. -- Sec. 604.8.1.2 Sep 27 04 09:57a Bob L Vvir~inia Rohrer p.3 ::, c, r(- ~ 2538409912 . .-..--... ........_~........... Please fill out window information, inclued skylights, glass doors. and all other glazing on this form. Use rough opening area for calculations. SIZE ~c= QUANTITY \3 '2- "Z- b 'le:; 2.Y \'6 b \'"L (p ~ .~ 2- '\+ 30 L~ ~ <:> ?- \.:. t...ou..> E. SO L-t. f:>- ~E ,~C> '- ~ L-~ E ~o <" ~ L:.....> E "?:::. = ""?-, C> Lo'-' E t...f. C> 4- C> L..e...... e 7....,,<:> '+ 0 L............. E b 0 s-Co> Lc.........E 1-0-....> C AREA \O~ Lto 3S \3S- 2..cxJ. '--f ~ClC) \6"2- C\~ \""'LC \~O Total glazing area: Total conditioned floor area: Percentage of glazing: U-VALUE & MANUFACTURER \.J rn i L. (' _~ r--.. c::. R... ~ .""ZC\ . L.--C\ u ~"'Z..9 .2-9 \.\ " I. 1 -L.-<i .2. C"1 ."29 ."2-9 .2-9 .2-~ \.1 \. \ '-\ 1.1 \l I.' \ to -, 1_ '\ "3 f "'t<o~ \'2,.~ foe,. DOORS List doors by type(solid core, insulated, Etc.)quantity. U-value. and Manufacture. SIZE QUANTITY AREA U-VALUE & MANUFACTURER 3= l~ ~ 2- L-\o -~a ~":"~...-'\l'o..~~ i T:\ROGER\BLDG-FORMS-BROCHURES\ENERGYPLANREVIEW_2 SEP-13-2004 14:03 ~~HINX ~IHc ~HUJcLJ IUN ~~J ~~J ~~~~ ~.~~ 20f3 Front Street Condo's 326 E. Front Street . Port Angeles, WA Fire Sprinkler System Design Information: · Four Story Wood Framed Structure with a Flat Roof Trusses, Residential Occupancy. · Wet pipe system installed throughout the building. Main floor parking garage system to be piped above the insulation with Dry Pendent Sprinkler heads. · Main Floor Level parking garages designed and installed per NFPA-13 Ordinary Hazard Occupancy. Design Density of .15/900 Sq. Ft. using Quick Response Sprinkler Heads. -or- Largest room rule. (Walls and ceilings to be 1-Hr rated. Doors also rated 1-hour and equipped with self closures. Void space above main level to be filled with non-combustible insulation. · 2nd, 3,d, & 4th Floors: (2) Residential Units per floor. Sprinkler system designed and installed per NFPA-13R. 4 Head Calculation design demand. Sprinkler provided throughout all bathrooms with tub/shower enclosures. and throughout small closets that contain electrical device~ Sprinkler protection is not required in bathrooms under 55 Sq. Ft. that do not contain tub/shower enclosures or small closets under 24 Sq. Ft. · Sprinkler Protection provided on all private decks except for 4th floor deck due to the deck is not covered. · No sprinkler protection in attic void space. .3~Co E T=,? ~-:::, "-'<- -t- _ City of Port Angeles Community Developement (Building Division) 321 E 5th St Port Angeles, Washington 98362 360-417-4815 Plan analysis based on the 2003 International Building Code Occupancy: R-2,U Construction: V-A I OJ t)~ Date: October 13, 2004 12-.:A-l ~c~ 1 7--o\-\V-E i2- C v~ ~. 1-\ (; A1 ,,;, 2:::, Contractor: TO BE DETERMINED Designer: Pudget Sound J Engineer: NA S+~vCj--( '-Z./:?r-l...ol/ J C Report By: JIM LIERLY "i' ^ .') 0 ^.. L~ ~~y \. ,~ F-v' A r-,\,....l\(" Project Number: CONDO Project Name: TO BE DETERMINED Address: Front Street NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by IHS Global 800-854-7179 SPRINKLER SYSTEM: NFPA 13 sprinkler system throughout the building Sprinkler system used for 1 hr. substitution -- Table 601, Note d FRONTAGE INCREASE: Perimeter of the entire building = 272 feet. Perimeter which fronts a public way or accessible open space = Minimum width of public way or accessible open space = 20 Allowable area increased 0.0% for front~..e increase.c.. '.. . . I - - Sec. 506.2 t II-""-I'-'v t- ---.?ti2 ec t- -_.".. (' 20 feet. ~;" :1~~7 L'--_ , l .?o ----1- IsV I , p- 1 l?-I , , r---- I ! L ! \ <1'-7 1'-1'0 -------- -------~. - ,--- to ., " ,_t ./ ]ou I )~ Code review for: Project Id.: TO BE DETERMINED Address: Front Street Page # 2 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS ------------------------------------------------------------------- 3 Condos R-2 ok 1700 12000 0.14 ok 3 Condos R-2 ok 1700 12000 0.14 ok TOTAL FOR FLOOR 3400 12000 0.28 ok 2 Condos R-2 ok 1700 12000 0.14 ok 2 Condos R-2 ok 1700 12000 0.14 ok TOTAL FOR FLOOR 3400 12000 0.28 ok 1 Condos R-2 ok 1700 12000 0.14 ok 1 Dwelling R-2 ok 1700 12000 0.14 ok TOTAL FOR FLOOR 3400 12000 0.28 ok B1 Parking Garage U ok 1700 9000 0.19 ok B1 Parking Garage U ok 1700 9000 0.19 ok TOTAL FOR FLOOR 3400 9000 0.38 ok BUILDING TOTAL 10200 36000 0.28 ok - - Sec. 503, 504, 506 and Table 503 Allowable area and height calculations are based on different uses being separated by fire barriers. -- Sec. 302.3.2 Basement area not included in the total when checking allowable area. -- Sec. 503.1.1 The actual height of this building is 35.0 feet. The maximum height of this building is 50.0 feet. -- Table 503 ~ PROPERTY DESCRIPTION: ~~ North Side has a public way. - Distance to public way = 34.0 ,width = 20.0 Exterior wall rating based on distance to center line of public way. -- Sec. 702.1 FIRE SEPARATION DISTANCE . East Side has a property line. - Distance to property line = 7.0 il~South Side has a public way. - Distance to public way = 50.0 ,width = 100.0 Exterior wall rating based on distance to center line of public way. -- Sec. 702.1 FIRE SEPARATION DISTANCE West Side has a property line. - Distance to property line = 7.0 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 OCC NORTH BRG NON OPNG% WALL BRG UP/PR 1-hr*0-hr*NL/NL 1-hr*0-hr*NL/NL EAST BRG NON OPNG% WALL BRG UP/PR 1-hr*1-hr*25/25 1-hr*1-hr*25/25 SOUTH BRG NON OPNG% WALL BRG UP/PR 1-hr*0-hr*NL/NL 1-hr*0-hr*NL/NL WEST BRG NON OPNG% WALL BRG UP/PR 1-hr*1-hr*25/25 1-hr*1-hr*25/25 R-2 U Code review for: Project Id.: TO BE DETERMINED Address: Front Street Page # 3 The exterior walls may be of COMBUSTIBLE material. -- Sec. 602.5 Exterior walls are required to be fire-rated for exposure to fire: 1. From Both sides when fire separation is 5 feet or less. 2. On the interior side only when separation is greater than 5 feet. -- Sec. 704.5 Then maximum percent of area of unprotected opening has been adjusted for an automatic sprinkler system. -- Sec. 704.8.1 up/pr = Maximum percent of openings in the exterior wall. Table 704.8 up - The maximum percent if all openings are unprotected. pr - The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704.8 Openings in 1hr walls are required to be protected with 3/4 hour assemblies. -- Sec. 704.12 and Sec. 715.4 Openings in walls required to be greater than 1hr are required protected with 1 1/2 hour assemblies. -- Sec. 715.4 NL No fire protection requirements for openings. NP Openings are not permitted in this wall. These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches. -- Sec. 704.11 Exception 1: A parapet wall is not required when the wall is not required to be fire-resistive. Exception 4: A parapet wall is not required on 1-hour fire-resistive exterior walls provided: 4.1 Where roof/ceiling framing are parallel to the wall, framing and support shall be not less than 1-hour fire-resistive for a minimum width of 4 feet from the inside of the exterior wall. 4.2 Where roof/ceiling framing are not parallel to the wall, the entire span of framing and support shall be not less than 1-hour fire-resistive. 4.3 Openings in the roof shall not be located within 5 feet of the exterior wall. 4.4 The entire building shall be provided with not less than a Class B roof covering. * Code review for: Project Id.: TO BE DETERMINED Address: Front Street Page # 4 FIRE RESISTANCE RATINGS MATERIAL My My My Any Any My My FOR BUILDING RATING o hour o hour o hour 2 hour o hour o hour None ELEMENTS -- Table 601 NOTES Note 6 Note 6 Note 6 Note 1 Note 6, 9 Note 8, 6, 4 ELEMENT Structural Frame Interior Bearing wall Interior nonbrg wall Shaft Enclosure Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs NOTES: 1. Fire resistance rating for shafts based on Section 707.4 NOTE: See Section 707.2 for shaft enclosure exceptions. 4. Heavy timber shall be permitted where a 1 hour or less fire rating is required. -- Table 601, c.2. 6. Sprinkler System has been used to substitute for 1 hour fire ratings. -- Table 601, d 8. Except in F1, H, M, and Sl uses, fire protection is not required for structural members including protection of roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire retardant treated wood members are permitted to be used for unprotected members. -- Table 601, c.1. 9. Parking surfaces shall be of concrete or similar noncombustible and nonabsorbent materials. Asphalt parking surfaces are permitted at ground level. -- Sec. 406.2.6 SHAFT REQUIREMENTS: Openings other than those necessary for the purpose of the shaft shall not be permitted. -- Sec. 707.7.1 Penetrations other than those necessary for the purpose of the shaft shall not be permitted. -- Sec. 707.8.1 Shafts that do not extend to the bottom of the building shall: 1. Be enclosed at the lowest level with the same fire-resistance rating as the lowest floor but not less than the rating of the shaft enclosurej or 2. Terminate in a room having a use related to the purpose of the shaft. The room and openings shall have a fire-resistance rating at least equal to the shaft enclosurej or 3. Be protected by approved fire dampers installed at the lowest floor level within the shaft enclosure. Sec. 707.11 PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES -- Sec. 712 Code review for: Project Id.: TO BE DETERMINED Address: Front Street Page # 5 WALLS ASSEMBLIES -- Sec. 712.3 Through penetrations of walls: 1. Penetrations shall be installed as tested in the fire resistance rated assembly. -- Sec. 712.3.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 712.3.1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2. The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Membrane penetrations of walls: The requirements are the same as for through penetrations. -- Sec. 712.3.2 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Code review for: Project Id.: TO BE DETERMINED Address: Front Street Page # 6 FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 712.4 Through penetrations of fire-resistive horizontal assemblies: 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. -- Sec. 712.4.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. -- Sec. 712.4.1.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. Membrane penetrations of fire-resistive horizontal assemblies: The requirements are the same as for through penetrations. -- Sec. 712.4.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire- assemblies. 3. Sprinklers with metal escutcheon plates. DUCTS AND AIR TRANSFER OPENINGS -- Sec. 716 Dampers shall be accessible for inspection and servicing. 716.4 Where required. -- Sec. 716.5 1. Fire walls. -- Sec. 716.5.1 2. Fire barriers -- Sec. 716.5.2 See exceptions 3. Shaft enclosures -- Sec. 716.5.3 See exceptions 4. Fire partitions -- Sec. 715.5.4 See exceptions 5. Smoke barriers -- Sec. 715.5.5 (smoke damper) See exceptions Code review for: Project Id.: TO BE DETERMINED Address: Front Street Page # 7 DRAFTSTOPPING: Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with NFPA 13. -- Sec. 717.3.2 Exception 1 (floor) & Sec. 717.4.2, Exception 2 (attic) OCCUPANCY SEPARATIONS -- Sec. 302.3.2 and Table 302.3.2 R-2 to U = I-hour fire barrier Openings in this fire barrier are required to be protected with 3/4 hour fire assemblies. -- Table 715.3 Except when required by Table 302.1.1, accessory areas occupying 10% or less of the area of any floor and not more than the area or height listed in Table 503 are not required to be separated. -- Sec. 302.2 SEPARATION OF INCIDENTAL USE AREAS -- Table 302.1.1 Furnace rooms where any piece of equipment is over 400,000 BTU per hour input -- Smoke barrier -- Sec. 302.1.1.1 Rooms with any boiler over 15 psi and 10 horsepower -- Smoke barrier -- Sec. 302.1.1.1 Refrigerant machinery rooms -- Smoke barrier -- Sec. 302.1.1.1 Parking garages -- 1 hour and an automatic sprinkler system Incinerator rooms -- 2 hours and an automatic sprinkler system Laundry rooms over 100 square feet Smoke barrier -- Sec. 302.1.1.1 Storage rooms over 100 square feet Smoke barrier -- Sec. 302.1.1.1 Waste and linen collection rooms over 100 square feet -- Smoke barrier -- Sec. 302.1.1.1 Dwelling units are required to be separated by a fire partition. -- Sec. 708.1 The minimum fire-resistance rating shall be 1 hour. -- Sec. 708.3 Openings in partitions are required to have a 3/4 hour rating. -- Table 715.3 Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. EXIT REQUIREMENTS: FL NAME N~B OCC MIN MIN EXITS WIDTH PANIC CORRIDOR DOOR NOTES HDWR RATING SWING ------------------------------------------------------------------------- 3 Condos 3 Condos TOTAL FOR FLOOR 8 8 16 1 1 2 1.2 1.2 3.2 No No No None None N/A N/R N/R N/R 8 Page # 8 Code review for: Project Id. : TO BE DETERMINED Address: Front Street 2 Condos 8 1 1.2 No None N/R 2 Condos 8 1 1.2 No None N/R TOTAL FOR FLOOR 16 2 3.2 No 1 hour N/R 8 1 Condos 8 1 1.2 No None N/R 1 Dwelling 8 1 1.2 No None N/R TOTAL FOR FLOOR 16 2 2.4 No 1 hour N/R 8 B1 Parking Garage 8 1 1.2 No N/A N/R B1 Parking Garage 8 1 1.2 No N/A N/R TOTAL FOR FLOOR 16 2 3.2 No None N/R 8 FOOTNOTES: 8. One exit is permitted when there is no more than 4 dwelling units sharing an exit. -- Table 1018.2, Note c. 11. Note: If 2nd floor and basement exit through the first floor, exiting on the first floor is to be based on egress convergence. Base exiting requirements on the 1st floor using the sum of the occupants on the 2nd floor and in the basement. -- Sec. 1004.5 NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Occupant load is based on Section 1004 and Table 1004.1.2 Exit width is in inches and based on Section 1005.1 & Table 1005.1 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. For the minimum width of doors, see Section 1008.1.1. For the minimum width of corridors, see Section 1016.2. For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to the exit discharge. -- Sec. 1003.6 If 'CORRIDOR RATING' N/A There is no corridor in this area. If 'CORRIDOR RATING' = None Walls and ceilings of corridors are not required to be fire-resistive unless they are required to be fire-resistive based construction type. -- Table 1016.1 There is no restriction as to the amount and type of openings unless protection of openings is required by some other code provision. Page # 9 Code review for: Project Id.: TO BE DETERMINED Address: Front Street If 'CORRIDOR RATING = 1 hour or 1/2 hr Walls shall be fire-resistive -- Table 1016.1 Walls shall extend to the underside of the floor/roof slab or deck or to the fire-resistance rated floor/ceiling or roof/ceiling assembly above. -- Sec. 708.4 Exception 2: Where the room-side membrane is carried through to the underside of a fire resistance rated floor or roof, the ceiling of the corridor shall be permitted to be protected by the use of ceiling materials as required for a 1-hour rated system or the ceiling shall be constructed as required for the corridor walls. Door openings are required to be protected with 20 minute (1/3 hour) fire assemblies. -- Sec. 715.3.3 & Table 715.3 Doors shall be self-closing or automatic-closing. -- Sec. 715.3.7 Doors shall have an active latch bolt that will secure the door when closed. -- Sec. 715.3.7.1 Window openings are required to be protected with labeled 45 minute (3/4-fire- hour) fire-assemblies. -- Sec. 715.4 & Table 715.4 Exception: Glazing in 0.5-hour walls is permitted to have an 0.33-hour rating. The total area of windows shall not exceed 25 percent of the area of a common wall with any room. -- Sec. 715.4.7.2 Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts or plenums. -- Sec. 1016.4 See Exceptions Fire resistant corridors shall not be interrupted by intervening rooms. -- Sec. 1016.5 Exception: Foyers, lobbies or reception rooms constructed as required for corridors. When more than one exit is required, exit access shall be arranged such that there are no dead ends in corridors more than 20 feet. -- Sec. 1016.3 EXIT SEPARATION In areas where 2 exits are required, the minimum separation is 1/3 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.-- Sec. 1014.2.1, Exception 2 Multiple means of egress shall be sized such that the loss of anyone means of egress shall not reduce the available capacity by more than 50 percent. -- Sec. 1005.1 Page # 10 Code review for: Project Id.: TO BE DETERMINED Address: Front Street EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign. Signs shall be placed where the exit or the path of egress travel is not immediately visible. No point to be more than 100 feet from an exit sign. -- Sec. 1011.1 Exception 1: Exit signs are not required in rooms or areas which require only one exit. Exception 2: Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. Exit signs shall be internally or externally illuminated. -- Sec. 1011.2 Exit sign shall be illuminated at all times including during loss of primary power. -- Sec. 1011.4 & Sec. 1011.5.3 BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. -- Sec. 1008.1.8.4 Exception 1: Bolt locks are permitted on doors not required for egress in dwelling units. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. -- Sec. 1008.1.8 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 3: Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware. Lateral Restraint 102.7# Sliding Restraint ~~_~OO., LL= 1200.49_00.0005'LE,~ O~' ~..:"':.~~ ,Jr~fF ! x..')cx.~"X~1 ~,,""\0<.x\'~ _ I I] Pp'" 204.17# 91191 psf ~0 908.26# 1446psf --.-' -- --'- - I J"LOOR ~vST~M & DlAP-nU\Jv! I I I MUST BE COMPLE;TF:LY l 1,'HAMEI) BEF()I~I'~ : I nACKPII_l [S Pl ACF.D I J ./ SIMPSON A3:l ANGLE _--------:-__-----=-.~ . -----.------::-::---~ ~"!::s_ /// (0-:\1 SILl.) 1\T KACI-l .jOlST ___ 1./ / 2 x G P.T #2 r)f' PLATE . CLOOHJO ISIS "E\<P ~ol1~'~~~~~ ~;]~::\tw:,]W ~ A~i ~~ PEH WAIL @I(-)" 0(' (OR T3Ll< 3 BAYS IN @ :'12" 0('.) ---- --l )1 1----- ifll I3AI-{:-; CONT. i\ T 1. 2 ., 0 . C . -,115 BAHS @ 10" oc // I -" / (ALTERNATE IIOOKS) / / // 1-[ORIz.-/ / // / 2" C:-:'R -. "'. "t EFP = ;)5 PSF PASSIVE SOIL PRli:SSUlm -. :~OO peF SOIJ, WEICHT = 100 reF SOIL F ~, 0.;)5 sorL HEAHINC PRII:SS1JRI~ 2000 PSl" VER rFY W 11'H ON - SITE SOlLS CONDITlONS \18'\ - - ~ --- -- ---. -- - -- -- - -- -- -- - - -- - I R A ~ 1-- Uj L ~J ~ 1 ~ LeT II~ biN E- rJ VII Ii ~ ~ SCALE: ~ ~:! __I-_~--,,-,,-~ -=.l~'IL.~J _ I i ~~_I _ ..~ _: "~_ ~ '~~ __~ :~~ ~ _ N ~s :_~ lB PROJECT NAME FRONT STREET CONDOS oROJECT No: 4109 PAGE OF DATE: 09/17/04 Wind Design Data Basic Wind Speed (3 see) Building Category Wind Importance Factor Iw Wind E)(posure Roof Type (Gable or Hip) Mean Roof Height Roof Pitch 85 MPH II 1 C 1603.1.4 Table 1609 Table 1604.5 Table 1604.5 1609.4 270 284 272 272 290 Gatle 35 Feet (to nearest 5') 1 :12 Overall Longitudinal length of structure Overall Transverse Length of Structure 86 Feet 50 Feet Design Simplified Wind Load MethOd Horizontal Wind Pressures Simplified Design Wind Pressure Adjustment Factor for Building Height (M Comer Distance (2a) =: Transverse (Against Roof Slope) OK to use SImplified ps=1I*lw*ps30 ps30 1609.6 290 291 294 297 292 1.45 10 Feet 1609.6.2.1 Table 1609.6.2.1(1) Table 1609.6.2.1(4) Figure 1609.6.2.1 -8.6 PSF 10 10.0' from comer (End Zone B) -5.1 PSF (Interior Zone D) 16.7 PSF to 10.0' from corner (End Zone A) 11.0 PSF (Intenor Zone C) ~ ~ longitudinal (Against Gable End) 167 PSF to 10.0' from corner (End Zone A) 11 PSF (Interior Zone C) Components and Cladding Check Ok to Use Simplified 1609.6.1.2 291 Cladding Wind Pressure pnel=:II*lw'pnet30 1609.6.2.2 291 Net Design Wind Pressure pnet30 Table 1609.6.2.1(2) 296 For Small Area (0-10 S.F.) Inward Load to Roof (Zone 3) =: 7.7 PSF Table 1609.62.1(2) 296 Outward Load to Roof (Zone 3) : -47.6 PSF Table 1609.6.2.1(2) 296 InINflrd Load to Wall (Zone 5) =: 1B.9 PSF Table 1609.6.2.1(2) 296 Outward Load to Wall (Zone 5) ~ -25.2 PSF Table 1609.6.2.1(2) 296 {q PROJECT NAME: FRONT STREET CONDOS PROJECT No.: 4109 PAGE OF DATE: 09/17/04 Wind Loads to Structure Longitudinal (Left - Right) For I~oof Diaphragm Zone A Zone B Zone C Zone D 120 0 238 2001 0 2623 Area (SF) Load (lb.) o o Total Load = 4624 lb. Area (SF) Load (lb.) For Uppor Floor Diaphragm Zone A Zone B Zone C Zone D 190 0 315 3168 0 3471 o o Total Load = 6640 lb. For Main Floor Diaphraglll Zone A Zone B Zone C Zone 0 Area (S.F.) 190 0 315 0 Load (lb.) 3168 0 3471 0 Total Load = 6640 lb. Transverse (Front - Rear) For Roof Diaphragm Zone A Zone B Zone C Zone 0 Area (SF) 120 0 394 [) Load (lb.) 2001 0 4342 0 Total Load = 6343 lb. For Upper Floor Diaphragm Zone A Zone B Zone C Zone 0 Area (SF) 190 0 627 0 Load (lb.) 3168 0 6910 0 Total Load = 10078 lb. For Main Floor Diaphragm Zone A Zone B Zone C Zone D Area {S.F.) 190 0 627 0 Load (lb.) 3168 0 6910 0 Total Load = 10078 lb. PROJECT NAME: FRONT STREET CONDOS PROJECT No.: 4112 Zo PAGE OF DATE: 11/01[04 Seismic Inputs Building Category (Typically II) It Importance Factor IE (Typically 1) 1 Seismic Use Group (Typically I) I Mapped Spectral Response Acceleration Short Period (0.2 see) - Ss 123.8~~% 1 sec - S1 50.48% Site Class (Typically Assume "D" per 1615.1.1:0 Seismic Design Category Basic Seismic-Foree-Resisting System Seismic Response Coefficient Cs Response Modification Factor R Calculations Site Coefficient Fa Site Coefficient Fv Spectral Response Sms = Fa.Ss Spectral Response Sm1 '" Fv.S1 5% Damped Spectral Response Sds '" (2/3)Sn 5% Damped Spectral Response Sd1 '" (2/3)Sn Vertical Distribution Fx = (12*Sds/R).wx '" Simplified Analysis Roof Area Average Dead Weight Fr = Upper Floor Area Average Dead Weight Fu '" Main Floor Area Average Dead Weight Fm= Design Base Shear V = REDUNDANCY INCREASE pi = 2 - 20/(r(max)i'Ai^.5) r(max)i '" V{sw)'10/(V(total)'lw) Length of Shearwalllw '" Vsw '" '"!-'(sw)"lw Wall Shear ')I(5W) '" Vsw'" Story Shear V(total) '" r(max) '" Area of Level Above Ai '" D K 0.15 6.5 Code Reference Page Table 1604.5 272 JJltP..~HQ{tij)J.{;f,_q~Wi~ill~yj?J]!.J}tLn!l.?lj.?r;.9115:..;.J:tl. use 2%PE values Table 1615.1.1 322 Table 1613.3(1) 8. 326 Table 1617.6.2 334-337 1.00 Table 1615.1.2(1) 323 1.50 Table 1615.1.2(2) 323 1.24 1615.1.2 322 0.76 1615.1.2 322 0.83 1615.1.3 322 0.50 1615.1.3 322 0.15 "wx 1617.5.2 332 1617.4 331 4!:lO2 SF 15 PSF 11208 lb. 4730 S.F. 20 PSF 14420 lb. 4730 S.F. 20 PSF 14420 lb. 40048 lb. " Ft. 600 PLF 3000 Ib 14DUO Ib 0.43 3000 Ft^2 16172.2.2 330 331 2\ PROJECT NAME: FRONT STREET CONDOS PROJECT No.. 4112 PAGE OF DATE: 11/01/04 SHEAR WALLS LONGITUDINAL LEVEL 3 WIND LOAD '" SEISMIC LOAD :::: 4624 11208 all Line LEVEL 2 WIND LOAD :::: SEISMIC LOAD = 6640 14420 Wall Line LEVEL 1 WIND LOAD:::: SEISMIC LOAD :::: 6640 14420 Wall line Length of % OF Load Wall line to Wall Shea (PLF 'L~ PROJECT NAME: FRONT STREET CONDOS PROJECT No.: 4112 PAGE OF DATE: 11/01/04 SHEAR WALLS TRANSVERSE LEVEL 3 WIND LOAD ::: SEISMIC LOAD :::: 6343 11208 Wall Line LEVEL 2 WIND LOAD ::: SEISMIC LOAD ::: 10078 14420 Wall Line LEVEL 1 WI NO LOAD :::: SEISMIC LOAD :::: 10078 14420 Wall Line Length of % OF Load Wall Line to Wall Shea (PLF 2~ PROJECT NAME: FRONT STREET CONDOS PROJECT No.: 4112 PAGE OF DATE: 11/01104 OVERTURNING CALCULATIONS WALL HT LENGTH SHEAR VERTICAL w R(upllft\ CAPCITY WALL (FT.) (FT.) (PLF) (PLF) P(LB.) MIO.T.) M(R.] (LB.) MK HOLDOWN USED (LB.) UPPER 9 3 160 150 450 4323 2025 99 Msn7 2'00 LB 9 5 117 150 450 5254 4125 501 6 MST37 2'00 LC 9 1 0 0 0 0 0 0 1 OK BY INSPECTION 0 LD 9 1 0 0 0 0 0 0 1 OK BY INSPECTION 0 LE 9 1 0 0 0 0 0 0 1 OK 6Y INSPECTION ~ LF 9 1 0 0 0 0 0 0 1 OK BY INSPECTlON 0 TA 9 7 80 150 300 5044 5775 171 1 OK BY INSpeCTlOW 0 TB 9 6 88 150 300 4778 4500 296 1 OK 8Y INSPECTlON 0 TC 9 6 68 150 300 4778 4500 200 1 OK BY INSPECTION 0 TO 9 7 80 150 300 5044 5775 171 1 OK BY INspeCTION 0 TE 9 1 0 0 0 0 0 0 1 OK BY INSPECTION 0 TF 9 1 0 0 0 0 0 1 Ol~ 6Y INSPECTION 0 MAIN' LA 9 3 206 250 'BC 14200 5400 3536 B ""TflO 4090 LB 9 5 150 250 750 17267 11000 19a7 B MSHO 4990 LC 9 1 0 0 0 0 0 0 1 OK 6Y INSPECTION 0 LD 9 1 0 0 0 0 0 0 1 OK BY INSPECTION 0 LE 9 1 0 0 0 0 0 0 1 OK BY INSPECTION 0 LF 9 1 0 0 0 0 0 0 1 OK BY INSPECTION 0 TA 9 7 103 150 300 16576 11550 1268 7 MST48 3330 TB 9 6 114 150 300 15/04 9000 1617 6 MST37 2'00 TC 9 6 114 150 300 15704 9000 1617 6 MST37 2100 TO 9 7 103 150 300 16576 11550 1268 7 MST4B 3M<] TE 9 1 0 0 0 0 0 0 1 OK BY INSPEcnON 0 TF 9 1 0 0 0 0 0 0 1 OK 6Y INSPEcnON 0 MAIN LA 9 3 206 250 I 750 29655 B77:> 7935 22 HD1DA THRU 4 X_STUDS 9540 LB 9 5 150 250 750 36040 17575 4825 22 HD1M THRU 4 X _ STUDS 9540 L 9 1 0 0 0 0 0 0 1 OK BY INSPECTION " LD 9 1 0 0 0 0 0 0 1 OK BY ]NS~CTION 0 LE 9 1 0 0 0 0 0 0 1 OK BY INS~CTION 0 LF 9 1 0 0 0 0 0 0 1 01< BY INS~CTION 0 TA 9 7 103 150 300 34598 17325 3293 18 HDGA THRU 4 X STUDS 510S T8 9 6 114 1~0 300 32777 13500 3963 16 liDM THRU 4 X _ STUDS ~10~ TC 9 6 114 150 300 32777 13500 3963 18 I~06A Tl-IRU 4 X _ STUDS 510S IU 9 7 103 150 300 34598 17325 3;>93 18 H08A THRU 4 X STUDS 5105 TE' 9 1 0 0 0 0 1) 0 1 OK BY INSFECTION 0 .- tf; L.'.. .. 9 1 0 0 0 0 0 1 OK BY INSI'ECTION ~ 2y PAGE DATE: OF 09/17/04 PROJECT NAME: FRONT STREET CONDOS PROJECT No.: 4109 TYPICAL WALL STUDS = In. in. PSI LOADING c le/d c WIND LOADIN fc ^2 fbl UNITY EQUATION = ---------- + -------------------- 0.9819 < 1.00 THEREFORE O.K. F'c^2 Fbl*(1-fc/FcE1)) DEFLECTION 5 * w * H^4 = 0.2051 = L f 527 384 * E * l PROJECT NAME: FRONT STREET CONDOS PROJECT No.: 4112 27 PAGE OF DATE: 11/01/04 SHEARWALL TABLE TYPICAL SHEARWALL NOTES 1) ALL APA RATED NAILING IS PER I.B.C. TABLE 2306.4.1 2) 1/2" DIAMETER RAWL QUICK BOLT ANCHORS WITH 3-112" MINIMUM EMBEDMENT MAY BE USED IN LIEU OF 1/2" DIAMETER ANCHOR BOLTS 3) USE 2x2x3/16" SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS SHEAR WALLS CAP MARK CALLOUT 230 Typical USE 112" APA RATED SHEATHING, BLOCKED AT PANEL Exterior EDGES, WITH 8d NAILS AT 6" o.C. AT PANEL EDGES AND 12" o.C. AT FIELD, 1/2" ANCHOR BOLTS AT 48" D.C., 16d PLATE TO PLATE NAILING AT 6" D.C., AND SIMPSON A35 CLIPS AT 24" B USE 112" APA RATED SHEATHING, BLOCKED AT PANEL EDGES, WITH 8d NAILS AT 4" a.c. AT PANEL EDGES AND 12" a.c. AT FIELD, 1/2" ANCHOR BOLTS AT 32" D.C., 16d PLATE TO PLATE NAILING AT 4" a.c., AND SIMPSON A35 CLIPS AT 16" & USE 1/2" APA RATED SHEATHING, BLOCKED AT PANEL EDGES, WITH 8d NAILS AT 3" a.c. INTO 3x_ FRAMING MEMBERS AT PANEL EDGES AND 12" D.C. AT FIELD, 1/2" ANCHOR BOLTS AT 24" a.c., 16d PLATE TO PLATE NAILING ^ AT 4" a.c.. AND SIMPSON A35 CLIPS AT 12" a.c. ~ USE 1/2" APA RATED SHEATHING BOTH SIDES, BLOCKED AT PANEL EDGES, WITH 8d NAILS AT 4" o.C. INTO 3x_ FRAMING MEMBERS AT PANEL EDGES AND 12" a.c. AT FIELD, 1/2" ANCHOR BOLTS AT 16" D.C" (2) ROWS 16d PLATE TO PLATE NAILING AT 4" a.c., AND SIMPSON A35 CLIPS AT 8" a.c. 352 451 704 , Ii .~ i il 1 : I I ,V~ I .' ! I" 1/ !\ I II ~ . - - I 1~e;.1.8^ Je~l II ~ I Ii !. ! il I ~ ; l I ! t./'- -tp.:x{j 9i I or: __ v......\.::1' / ;7.--, -j ~lr--J -e PI-o,vV FJ.-F< r:~MC-t fj.OOR ~MtlfG NOTES 1. ......__""""""9.,..,Ill!.ol\10..OFIM..ES&NOT1!D~ 2. f'llO\/Illl! SOUD PIlE$SURE IILOC><lf'IG AT 1ILl.""'1lT l.......--- >. SEJ! Fl.0Cft ~ 5>'01' DRAWINGS _JOIST....,.aJt'~ (IF ~ ... P1lOY!DE 90UD II,.OCI(ING OR 1IRt_"T _.... OF,ou Fl.0ClI J(llS'I1l- S._8 OYI!R 10' OR Pal JOIST SPEcFlCI\tlCIIS pe.. JOI!lf ......"..cn-. :S. flOOflt SHEA.1'HtN12 TO !IE 'JIr ~A AA11!D 51E1\111NG W(tlI1.ad MAUAT 1'Ell'*'f:I'ER....D- ~ 1'-._IoT.. 0.. ce<rl!R .....IoT1%"OIO CSIl'fSl;IoT f1S.DNNCI. &. P"O'llO'E 1Jl0ClQllG oR OTHIlR _ _ Of' LA"ISIAL$lJIIf'ORf 1J....... ........_ ...:..aIlUl:Int".ATlONS. _ ........ ~C'TInATeM:iteJ<<J 8 -c \ : I i~~ ~ . ~~?~-~ f; LJ! :U l~l~D 1 ~ '" / -.z."..... :' ...--1 " ,. ~ " ;"'/1 '1 ;",\ ~lV \\ ~" ., ~ ............ .:-,;J.~:~~~ ",",.."'-~'..::l' - '" '/ n ,/ /'\ /, rr "i '-.. 1111:)\ ~~""';1. ~ -~ ~ L-,. l-...= 1-= 10.0.== L-...c 7\ .( ~ ---= - -/0llI01_ ~. /, I ."",. - :.-.;.. ~ ~ .. ...L........ - I" , ;-- / /7 Ie, 1tol'iC." lr'iloooIo 1'Jf - (,.,.. I ,1\ .:5IHfSoJ-l f-IV<G-L jC> ::SJ~ oF"" ..e; ~ I [?':4; p5l- ;:::,......., ~ ~ r7 :u , ... '., )>0 , :u ; . t- ,,~:.a" '-. t L"'-." If II II ,) II en II ~ 'I , III 1 ~ J;; II .' < II ~'~ ,I ~ I, 'I " I 'I " - IJ [J I tJl 10 i , , 8 f8J II I I) II . I, " .1 II ,I' L. - f (<o,J-f 4r ~t1f ~ r /ob'Ob T l' ------ e PROPOSED 6- PL EX 'Cl ~ " P /!of't'~&;. D ~D~'j - oJ' N ~oftl"" t 2.y\c 1'71 DJZ.\\If.v1"'~ r>A \\Jf.WA1 "rz. \\Jf..uI ''''I r ;0' } A \A.;t-t SITE PLAN N "':::2,b' ~ ~ ~ ~t.LIE.P Lave;~e:. 4~'2..0 SF L ~3%) ?~o.JlO':::'D ~1"'DlN G, ~~E. 4(004 SF FIi!:OfJT Si"Rj;E.1'" C-o,..LDO.s \ "I ( GAR <>I 0 , ) 1 ( I I .1 91 ) 1 j ! 0 r.' .1 1 STORAOE [I ~ ~~~ ~'rll p.._Sl "C1' " r- --t--- I I .LB L :,. 1 -1-~ ! . .(j~ ,,,....Q" 1 '. .. '1'.,,- ,....,~ , --- '1 I I I <RXB ~ I PfF --1 0---- . I I I ! jb _0 FlEe ROOM ."? \ ~I -4.'8 "50 ~ 1'1 -t: t 6 vL)c. 13~~ tJ1~ ? I / ( I ( ") h( 0/ Bf4 ~ + - - --:?J T"~. it-----. ~r:r, ~ '" 6 it .. iJ. _-1>__ ,I ~ 11 I "'; I;;; ) COURl"YARO ,:t ::0":""__ I i i.,.. ~ , CARPORT" bfPA H02':'Z ~ --;r:;B1-- ~L.-~:S f-{Ol...VOJ,J;J --;Z..><- 0----- ' ---- L8!':' ~-'O" ~ "l";.t'!"' 1 Ii I I I I I I________~\- --- - ~ r I I I I I I I I I r- ----- I I I L , I L J ---I- r ' I ~ 1 ~..~ _1 .,.. . '0 .. ...~ (. 11"-"- t. 64N1f, _ "l' ( -r '-" 't ~ ""' ----- ! ITDP- - -oDd I i ~L I I ' I I I I I I I I I I j I ! o '" / ~ - --I I 4B"~ ; J( (Zj' ~4. f3-4? 1---1: I C.5)=#~ ~ _.~tJ ~y : I I u:.~~/ ~'.'D" T.e. ~.. WIVtj, >L /7- "" C-C1i( FTb. t{(-P) ~ LCl3lt / .r........,... --j / ~ ~ ---- ;~I I, L'; --I 1 I I r-- I I _I I , _ _ _ 1-. _ ..:... __, I 1'-0' ,..~. .-=":....._-~- '-p:::7U~ l"1 0)') /' L4""""'''_ U"l.I<(' .o.u. ~oonNOS ~ TO BEAll ON FIRM. \JNDlSTIIRftllItA1M !lOlI.s. Y!:RIFY mow-.e SOILS !I1!AJIINll CAPACITV TO lIE 2OlXlI'SF PER ON SITE Sllll CO'lDlTlONs. .ilL T1M~R '" CONTACT WI111 COHC!'l!T~ TO BE PRUSLflE "!REAreD. ALL IIE.'MS AND Hl!ADERS TO lIE ,.,0. , Of 0III:ft'... POST$ ovel'! CONCRm ~~W:~buo 1ll00000HO AT AU. pOlin LO~ "'"'''' MDIF.. PROVID! SCUD BlOC1<JItG OfIIIlIIIDG",a I\T ...D-Sl'.... "" AU "lOOR JOlIml worn SPI\HII OIlER ,..01\ PEIlJOlS'T SPEClFICAl1ONS/'nJOlST _~Sl. PROVIDE Ilt.OCIOtlll 011 OTIlER .,.PROvED MEl'NS oF .....1Vl... SlJPPORT AT AU. JOIST BI!NlIN<l LOCATIONS. FOUNDATION NOTES ~ 3. ". '="'0" 1 I 4..,0., I r +- / 0~Wol"~7 ~ j ,------ I J 0 ~ :;. -~ "- I I , I I I I f ..g\l.....l..,..,.r~.. V ~/~...'i JH..s I ~-. W~., ( -~-~~ .?' '" I I I I J " ... 'Q ~ .l)._~.. 1 I I I I I I I i~ 1'Tf.~~ -To lo_ I I I ' .1 ..1-0 " "': ' ; I ---- 1 CL 'l~ _ fit. ~~:,_...._.. __ .... _n_ __,__._~___~'_ Kvamme Consulting, Inc. 4625 72nd Avenue W. University Place, WA 87466 Ph (253)566-4936 Fax (253)566-5413 email: dkvamme@compuserve.com ------...-.-..- -.--- ROIl: 01>0100 lt~l'Jf: K\',t.f)€.(('.l1l. V(:,<r ').~.t 25.(h':t.20n1 (j))1:}1$~--ZO')2 F.1\.lERCf\LC En!;linL:'t:'ring SOr~""NJf" ':{'''''~~~F1U, 1~~~~~<':';~~,;::':'-~'J,;."R~~~:,"::::J?":f;""(:r~-:S~.o.t:~~~: ~""~T;:::~~~:-~7~~;.~~"'-<';'i$.'R.r~0:::~~~'~';~::~l:':~;:'~'::~~": Description Roof Beam Title: Front Street Condo's Dsgnr: Dale Kvamme Description: Job#4112 Date: 12:43PM, 11 SEP 04 II Scope : ~------~-. -1 Page 1 iV (;:\dO"IJI'M'r'tt~: !I[ld ";':~Ull)~lS~d.I'J'e-\m~ dr.lI)tlm(loI'll'~\'" i!"' -f\.: .::j>>::~'~~;:!;~'::'~.'::'~:'t.~::i't1:;:;:<~,,'}-::,;-.::;;~y,:~:::2':~~.~~~:ryc:~'S'~B:-:;;:;<:-~.::-0~:~N:~~';"'fK"'~~:"i.:<'~:~7~~'~,j.'<:}~~'\:~~"J:."":':'''=~"t~~::;...\,:-: Timber Beam & Joist li~~~-~;~~!~~,I~!~~~~~"?}~-~~-:-~..,~,,,,.~~=~=~~..,"_~~~~~~~~~~~~_~~.des.I.~~,~~'~~~,~~~ ~~~~,,~!:L~~~~:~~~;,=~~=~ '., ,," ~ . ,,'" .""..,, ".. -.<\" , ',':,.-,~; .";~" ,." ;.'\-. "-' .-" "T" .','--<". ..,:". ^ ", .~ ,..,>.- A v~. ....~>-':- ,,':~~,,"~ . " " T~ '-",-< \:-."..' ".""-, ,0>" ",." ':"k '., '; c, :' .. "',':>"'" "~',.~,. .: , '.'- ',,- "'-:-, .',' ',", '. -. ,-,-,:>"'-' " ,.. .;. """,,":~"'. .,."",, ::.'~.. r.'-,. ,,-', ,'s; ':. - ,:;-~ :-' -';",'-;'.'. .~... '".-; I Timber Section 4.12 4110 Beam Width in 3.500 3.500 Beam Depth in 11.250 9.250 La: Unbraced Length ft 0.00 0.00 Timber Grade HomF[r.NQ.2 Hem Fir. No.2 Fb - Basic Allow psi 850.0 850.0 Fv - Basic Allow psi' 75.0 75.0 Elastic Modulus ksi' 1,300.0 1,300.0 Load Duration Factor I 1.150 1.000 Member Type Sawn Sawn Repetitive Status ----.L No No @.,.~.n....:,~e.r."..-....:>.=,.~.~......n.~. _...~.:~.....-~......~...,.~..,.,:._.......".=..,...~.. ..._,.....:.....-. ."......,........-...-.......~......".~..~..~.c~:..'.'....'...'.. ~ _n~_____ ~~---~ ~ ...--- . --- __'_n_'~ --~t "l<.' '.". .,'~ "',,< ^'\l' ., "-'":'.~" ......_,~ '''"~ ,,'. _~>""" ," , "., "v', ~~,-~""' ,"':" '.' ~" ','.'.-'!g,.' :~'Y -",,::::><';,'~-:;t :-~'~.-:;:;~.:-::-r,~":~'~::7'~;:r-<::-:'~~~'Z~::'~".,.'~.,.~:.-;r.=;~"'~''':'~1::-,..,.~:r~~,:.:::;x~'<'""~"{'~~'::;'~~~";.::'::l:~~;?~''$:'[~:'.<l;:,:;~~_:>.:.:> :';;;;''''':K''';-~i'~') Span ~ 6.00 5.00 Dead Load #/ft 330.00 263.00 Live Load #/ft 550.00 437.00 - - ..---. -~~---- ------~-.. .--~ ....._n. ~""1 L~;~~}~t~"':S',::T"'.'.,"\.,'":~"~:~~,~,.,,,..,,.,. ~- 0.8022 O. 7524'<"'0"'~'''?o'''''' '''''',,",'",'''' e"'.':..,.",~""..,.,"""'"."'.,""""""":",c,-".,"',.,""","""",,,,,,,,,:.,~,,,,\~,,,~:.c.,,,i: Mmax @Center . in-k' . "~7':52:".'.'7.:""".."";~~2'~"..,."'''..''''''''''.. @ X = ft 3.00 2.50 fb : Actual psi 643.7 525.9 Fb : Allowable psi 1,075.3 1,0200 8,,,,ding OV B..ndi~!J Of:: fv : Actual Fv : Allowable .I pS1l --~ 69.2 863 :~I,I~<}( 01< Reactions @ Left End DL LL Max.DL+LL Ibs @ Right End DL Ibs LL Ibs 1,650.00 ___~ax~ DL+LL ~_--'bs,_~,649'00 Center DL Defl UOefl Ratio Center LL Defl UDefl Ratio Center Total Defl Location UDefl Ratio 56.4 75.0 Shoa, Ol( 657.50 1,09250 1,750.00 657.50 1,092.50 1,750.00 ~'(~~UC~ ()K n~:'nec.tj(:'1 C~< -0.018 4.039.5 -0.030 2,423.7 -0.048 3.000 1 ,5148 -0.012 4,868.5 -0.020 2,930.0 -0.033 2.500 1,829.2 Title; Front Street Condo's Dsgnr: Dale Kvamme Description: Job# 4112 Date: 12:43PM. 17 SEP 04 Kvamme Consulting, Inc. 4625 72nd Avenue W. University Place, WA 87466 Ph (253)566-4936 Fax (253)566-5413 email: dkvamme@compuserve.com I~~~~l :~~6n:;I?~-:~%.I,.[i'(;otl."Q2 - - ------- --Timber Be~~ & j~ist - --- ---.-' -- Page -1- b I 1r.:119'S8 20(12 E~ILHCAI.C ~nglrJ~>f.:'rlrt9 ,?{Jft" ;-'h~ "", ' ij;~(k'~~lm('nv; .,r,r,~1 ~.:~ttl"~l<;.\d-.l.Hrn, ('k..{:urNnt:t~~ it ~~~"V;, .~~~""-":'.7'- -<-" <"::s"~~ >>;;:;'"T ~ ~" ' ~~"'=< r;>::---'-~-:"",.t;:%... '" ! "'~0:r~ "; -:;.~..- "'~ "'~F:-'" ~ l( ,.::.... '," ,:.:';,:;:,;::!.;~~~~:~"::"~~,~":"-;:;':':'~~:'''~T':!~j.:::::-~~::~~v~;"':~':f:;;:;:-0":z'~':~,'5.;-g;~~:'~;~::":'~~::~~~::-~."";:-R~-;-~~:.~~~:~::--,~~~~::':":~~~:l: Description Upper Floor Framg/Main Fir Frmg Scope : 12- Ltr~~;i~;~,~~~j~;~E~'~!}~~~""'<"i"""~-~"7"~"~"';f;''''-~~~~'''1'~~~~~~~~~:;=::~~~~~-~~~~~~,~~~"~~,~,~;:~,,,~~;,~~~~;=~~",,!J A 8 C Typ 0 E 3.125liS 40110 4!12 4~10 Prllm: 5.2 Prllm: 3.5 in 3.125 3.500 3.500 3.500 5.250 3.500 in 9.000 9.250 11.250 9.250 11.875 11.875 ftl 0.00 0.00 0.00 0.00 0.00 0.00 Douglas. Fir.24F ~V H~m Fir, ~Io.l: He-m Fir. r-.lo,2 Hem Fir. No,2 TrlJss: Joist .,....tacMil Truss Joi.I.MacMil 2,400.0 850.0 850.0 850.0 2,900.0 2,900.0 190.0 75.0 75.0 75.0 290.0 290.0 1,8000 1,300.0 1,300.0 1,300.0 2,000.0 2,000.0 1.000 1.000 1.000 1.000 1.000 1.000 GluLam Sawn Sa,^m Sawn Manuf/Pine Manuf/Pine No No No No No No Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv . Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status I ci;;nter- Data I. psi psi ksi 5.50 225.00 600.00 5.00 248.00 660.00 Span f1 5.50 3.50 Dead Load #/ft 420.00 420.00 Live load #1ft 1,120.00 1,120.00 ~~~;~~~t~"JS';~:'"?":"''''':~';~~-':~Y' , .O"~~~ ,'< ,-~. = .?: 9~2: ~_~'. .' Mmax @ Center in-k "~~"'69:.88"";';':'2!{;O'-'-;;' @X= ft 2.75 1.75 fb : Actual psi 1,656.4 567.0 Fb : Allowable psi, 2,400.0 1,020,0 B~"dil\g OK B,'nding OK fv : Actual Fv : Allowable 16.50 150.00 400.00 8.50 255.00 680.00 ..__.n_____ ._. - ___ ...---..----- "', ,~:,~~:.,~,...,; ..'""""""'-~.~~,~~~.":."",."".."O';,~!~";'o,,.~.".~l".""~~~~''?'''R''''i''''>~''=C''-'i':''J.; 37.43 34.05 224.61 10133 2.75 2.50 8.25 4,25 507.0 682.2 1,820.3 1.231.8 935.0 1,020.0 2,900.0 2,900.0 Bon>:lir'9 m: ROlldi,,~ O~ 8~Tldjn9 OK BW.ling or. psi psi 164.4 190.0 Shf;'()l' Of< 69.9 75.0 Sn~~r 01< 57.4 75.0 Sf,('", 01' 73.2 75.0 Sh.., Of< I R~aciiOl~~--- -~- --.- ----:~:-~:'1"-":'.'7-""_&\',.~.::'..-:,-n:-~..,~---::.--..~':.,~w:'.....,..I!"'- ,..<~""""-:l("'<:'i' 'S,...."'.:r,:' -s-.... ~~ '.V .." ....., '"." '(' ';;;,... .--,--:c:t~... '1:':-- ~ ''1 <!' _._-~- ~ '"< ~ ~,,~ ';\ '@L~fl'End' DL . . I~'S' 1,1'5500" "< '735.00' ' 618.75" d "'62000 LL Ibs 3,08000 1,960 00 1,650.00 1,65000 Max. DL +LL Ibs 4,235.00 2,695.00 2,26875 2,270.00 @RightEl1d DL Ibs 1,15500 735.00 61875 620.00 LL Ibs 3,080.00 1,960.00 1,650.00 1,650 00 Max DL +LL lbs 4,235.00 2,695.00 2,268.75 2,27000 ---- ~~- -- -- --- -- - ~- Deflections Hetio ()i-\ Dt:~f1e~:t~cr Ok Def!~;c,U(:n OK D(:~f!e;).ion CH\ Center Dl Def! -0.025 -0.005 -0.009 -0.012 L1Defl Ratio 2,608.2 8,888.2 7,691.8 5,163.0 Center LL Oefl in -0.067 -0.013 -0.023 -0.031 lIOefi Ratio 978.1 3,333.1 2,884.4 1,940.0 Center Total Defl in -0.093 -0.017 -0031 -0.043 Location ff 2.750 1.750 2.750 2.500 L1Defl Ratio I 711.3 2,424.0 2,097.8 1,410.2 969 290.0 Sh"~i 01< \'3;~::",;~:'-~t.;'?;:":':~"">:~_~': 1 ,237.50 3,300.00 4,537.50 1 ,237.50 3,300.00 4,537.50 Den0Gt~OI\ ()}( -0.171 1,159.8 -0.455 434.9 -0.626 8.250 316.3 110.1 290.0 Sh,."m, ~.~ ;.~~ -~-~,:,;~,~~rr,~;:;:,"'~~~":t/:.~. :;:....'?,.,"~~~':.~:.~': _:~ 'f~~i::<:',XP<_~--;~~:-"'~' ,,'S~~~:.' 1,083.75 2,890.00 3,973.75 1,083.75 2,890.00 3,973.75 t)~)nr::(:110n ()~\ -0.031 3,326.8 -0.082 1,247.6 -0.112 4.250 907.3 Kvamme Consulting, Inc. 4625 72nd Avenue W. University Place, WA 87466 Ph (253)566-4936 Fax (253)566-5413 email: dkvamme@compuserve.com , - F"..,.. 5;0-100- ----- .. .------. . . IJs.,r: KW'.QSOjf7l, V.::r tI.E;.\ 21:; .(If.Jt. ;;002" 1. ("~J1f'S3-2l)02 n.I(,J'lC/\lJ:: f~lIgil"I"'NH)~' S"j-t,W';:JI'':- Title: Front Street Condo's Dsgnr: Dale Kvarnm13 Description; Job#4112 Date; 12:43PM,17 SEP 04 Scope : {3 Page 1 ,-dd"l,;IJm~nt$ .!1r.d tlio-ttjl"l~:r,oj;JIe\n"I.~ ~l.XI)~'nt~~ Description 9' Basement Restrained Wall Restrained Retaining Wall Design L~.~~:~:.,z*"""~:'%'~P"~;}~"".,-~",, \i:~,;~.,~,.::J: Retained Height Wall height above soil Total Wall Height 4.00 ft 5.00 ft 9.00 ft Top Support Height Slope Behind Wall Height of Soil over Toe Soil Density 10.00 ft 0.00: 1 400 in 100.00 pet Wind on Stem 0.0 psf r ."--.. --'.--1;-;.., I_~'.~~~l~'~'~~;:~;~~_~~"'"""_"~"_"';_'_":"E"'!"'<'c""_.,;,-?o~~ Surcharge Over Heel 100.0 psf >>>NOT Used To Resist Sliding & Overturn Surcharge Over Toe 0.0 psf NOT Used for Sliding & Overturning ..---- --~ -_.-,.. '.-- Axial Load Applied to Stem Axial Dead Load Axial Live Load Axial Load Eccentricity Soil Pressure @ Toe 912 pst OK Soil Pressure @ Heel 1,446 pst OK Allowable 1,500 psf Soil Pressure Less Tllan Alfow;Jl1le ACI Factored @ Toe 1,369 psf ACl Factored @ Heel 2,172 psf Footing Shear @ Toe 196 psi OK Footing Shear @ Heel 13.5 psi OK Allowable 76.0 psi Reaction at Top 102.7 Ibs Reaction at Bottom 805.6 Ibs Sliding Calcs Slab Resists All Sliding! Lateral Sliding Force = 805.6 Ibs [-~g~~~'~,~.~~,~~~o~.~~l~~~~~"~""':':~~eeL Factored Pressure 1,369 2,172 psf Mu' : Upward 1.009 0 ft-# Mu' : Downward 152 592 ft-# Mu: Design 857 592 ft-# Actual1-Way Shear 19.56 13.50 psi Allow 1-Way Sllear 76.03 76.03 psi f" _____u_ Soil Data Footing Strengths 8. Dimensions Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure 55.0 Toe Active Pressure 0.0 Passive Pressure 300.0 Water height over heel 0.0 ft FootingllSoil Friction 0.350 Soil height to ignore tor passive pressure fc :-: 2,000 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover @ Top:-: 3.00 in 0.00 in I Unif~rm Later~-I- Load Applied-to S~mJi; :~~~P:'1:!~f~~-i;7-\~~~':~~.~~.~';T~~~~~~~~;~r~~~%\ Lateral Load 0.0 #Ift ...Height to Top 0.00 ft ...Height to Bottom 0.00 ft 40,000 psi 0.0014 1.17 ft 1,83 ....~.-OQ 10.00 in 0.00 in 0.00 in 0.00 fI @ Btm.= 3.00 in Fy :-: r-- -.__..-~- , Adjacent Footing Load -~, ~- .-.,~: ":,~~~: ~.'J7.;~:.~:;:;;~'!;:~ ".Wj:_" :;.;,:'!'';. ~:t.~:t:?iS>'; :~~ ,~~',~.(.,;:,~~~'::~.~~>:E:1;:::.;'b"'~~'N .,. - ~;;:-" Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall 6000 Ibs 1,200.0 Ibs 0.0 in @~~~!J~-~~~~~-~..~,- . ., '" ..,.-,.. .- ,~-, - b3~on~:'~"'ti ~te!~ 9_~f!?~~~~~~n ,.:"".::-~"~c~,,:,;{,,~~,, '-"''''''~;_:'~''''';~':''F""".,J, Total Bearing Load 3,537 Ibs Thickness 8.00 in Fy .. .resultant ecc. 1.36 in Wall Weight = 96.7 pcf fc Stem is FREE to rotate at top of footing 40,000 psi 2,000 psi Design height Rebar Size Rebar Spacing Rebar Placed at Rebar Depth 'd' Design Data fb/FB + fa/Fa Mu....Actual Mn . Phi.....Allowable Shear Force @ this height Shear... "Actual Shear.... Allowable @ Top Support ,-----_. Stem OK 10.00 ft # 4 12.00 in Center 4.00 in Mmax Between _Top 80 B.~~ StE>m OK 2.81 ft # 4 12.00 in Center 4.00 in 0.000 0.0 fl-# 2,282.0 ft-# O.Olbs 0.00 psi 76.03 psi 13.95 in 0.509 1,162.5 ft-# 2,282.0 ft-# 13.95 in Rebar Lap Required Rebar embedment into footing Other Acceptable Sizes & Spacings; Toe: None Spec'd -or- Not req'd, Mu < S . Fr Heel: None Spec'd -or- Not req'd, Mu < 5 . Fr Key: No key defined -01'- No key defined O.Olbs 0.00 ft 0.00 in 0.00 ft Line Load 0.0 ft @ Base of Wall Stem OK 0.00 ft # 5 16.00 in Edge 4.50 in 0.000 0.0 ft-# 2,979.3ft-# 947.51bs 17.55 psi 76.03 psi 6.00in Kvamme Consulting, Inc. 4625 72nd Avenue W. University Place, WA 87466 Ph (253)566-4936 Fax (253)566-5413 email: dkvamme@compuserve.com LR-;;;': ""GP)~ - _._____n .---.- --. U~P.I: K\C.oeO:'171. V(..r l),e.1, ?!.i,Of;~'(:OO:~ (c)198:~~~\l)i)1.: F.:NE~~CI\LC l::n9m,o:~ring Sottw,~rl~ Title: Front Street Condo's Dsgnr: Dale Kvamme Description ; Job#4112 Date: 12:43PM. 17 SEP 04 Scope: IY Restrained Retaining Wall Design Page 2 c:\d(lljllmi"I\l.~ ~ml ~f~lrl9-,.\d'Jl(>~m~ ;;h::JI;l,J~nt~~e- Description 9' Basement Restrained Wall [~~,~.~~~ii".~!"~~r~~~~t~,,~~,~,t.~9,~:~,~:'!,~'~-~-~7~~!~..~f!~.i_ll1lL~~~~:!~~p.J,~!';I~:e,~~I~~~~.~i""~:=:";""'""~'~_7,~,,,"-~:..~"-'::J.". Forces acting 01'1 t'ootlng soil pressure ~- ..-,..-.----- ----- ...._---- (taking moments about front of footing to find eccentricity) Surcharge Over Heel Ibs ft ft.-# Axial Dead load on Stem 1,800.0Ibs 1.50 ft 2,706.0ft-# Soil Over Toe 39.01bs 0.59 ft 228ft-# Surcharge Over Too Ibs fI ft.-# Stem Weight 8700lbs 1.50 fI 1,307.9ft.-# Soil Over Heel 465.31bs 2.42 fl 1, 125.3ft.-# Footing Weight 362.51bs 1.50 fl 543.8ft-# Total Vertical Force 3.53681bs Moment = '---S;i05.8fl-# Net Moment Used For Soil Pressure Calc;ulatlons -400.5 ft.-# Lateral-R~Slr;inl r-- 3.od&d51 ~oncrete wI #4 @ 12" 10'-0" iI.00005" Concrete w!#4 @ 12." 800005' C'"O-I @ 16 ' Sliding Restraint 4"~ _L___ ___. #O@O.in @Toe #O@O.in @Heel -~. I n--' t ' . I I I r.0~'0'\~~V _~,;;x>>";>'> I + I ) . ,..="'.~~c j --::-:-<'('X'C<""v< .,.., i'?\, ''':-'\,X'x'''- -,,' " .', ,."v~_~~-~_~ 1 I-.----:~_.~.~=-=~:I'.,.,. . __=J I r'" 1,-,0"___ 3'-0" I ~ -----_.~ ---,- 5'-0" 4'-0" 3" ..'., -- " ------... _1'_. ___---.J.. , _ -:=-4 _ 10" -f 3" --- .----- .._--- -- 15 -~ 9'-0" j 1/11/05 1/11/05 2/04/05 COMMENTS BUILDING FOUNDATION FOOTING MIKE 460-5765 BUILDING FOUNDATION WALL Mike 460-5765 10,30am AND NOTES BLl BI2 PERMIT TYP/SQ 01 01 JLL AP JLL BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS/COMMENTS ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER PREPARED 2/04/05, 12 CITY OF PORT ANGELES 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI 33 21 5+ INSPECTION TICKET INSPECTOR JAMES FAMILY SUBDIV PHONE PHONE L LIERLY 253 253 840 - 9912 840-9912 PAGE DATE 3 2/04/05 PREPARED 1/11/05, 12,26,22 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 1/11/05 --------------------------- ------ - - --- -------------- ADDRESS 326 E FRONT ST SUBDIV, CONTRACTOR ROHRER CUSTOM HOMES PHONE (253 ) 840 - 9912 OWNER TUGG ENTERPRIZES LLC PHONE , (253 ) 840 - 9912 PARCEL 06-30-00-5-9-1810-0000 APPL NUMBER, 04-00000882 RES NEW MULTI 5+ FAMILY --------------------------------------------------------------------- ----- PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - --- - -- - - -- - -- - -- - - - - - - - - - - - - - - -- - - -- BLl 01 ~ JLL BUILDING FOUNDATION FOOTING _______________ _~~---~:KE-- COMM:::S5::: NOTES ___________ \ b lUl0}-lO ~j) :r::-~ \ toc:A,',,-' ~ 2-0 , AGENDA f BUILDING APPLICATION REVIEW COMMENTS DATE: SEPTEMBER 27, 2004 LOCATION: SEND COMMENTS TO PERMIT COUNTER ,\~Jtuv t ;~-_~~/q/$f)MIT COMMENTS TO PERMIT COUNTER, THANK YOU ~ GAIL M. JOHN H. ~A~. . KEN D. RON B. SUE R. BILL H. . i \ r,1' </I ,.l~V _=bfl~&_:tlfv 2?~ t'Izu.:~r-~-t-c~~~L(() ~~ 5~j)~ II fJtll.1.u- ~~2 71 pM.- J?/-fM.,.- l ~~$q5~+{7)adtl~@ f-24 . ~ , ,<1 '. HJ II. ~kVl ~ F7~Uh~ ;\O/") <t ~S-y~~W:~1-61{P~z- f-HJI~ DV-B'-/ ~ 7 4>tJDO'-!2 'Ke..d u.c:.ed I-e e s- ~. t/ ~ I 05 . . C,eJ..'+ 0."- p,'~V;O'L~ s."~v.<.e 1(- 8'''Y7~~ ITEMS TO BE REVIEWED: c.."Jt.\W 47 ~ 1. REVIEW PLANS FOR A NEW 2281 SQ.FT. SFR WITH ATTACHED GARAGE AND tiS L ~ AR06A72DSFQO'RFTG' UDyETAANCDHMEDICGHAELRALEGMEA' DSIHSOOPNTO BE LO~A ~ A, T 4~ ~~L VERS.z., ...-f<< _ ~ \A.) 4...'" d- . - c:;. - \"-, . 1 DcO,~ fJ 1)1 2 REVIEW PLANS FOR A 13,084 SQ.FT. 6 UNIT 3 STORY CONDOMINIUM WITH A 10 .-.-J,300 SQ FT. GARAGE AND A 276 SQ.FT. CARPORT TO BE LOCATED AT 326 ~ EAST FRONT FOR TUGG ENTERPRISES, LLC. -~.,:"",r" ~ ~....,-t-).e...... ~. REVIEW PLANS FOR A NEW 1335 SQ.FT. MANUFACTURED HOME WITH A 400 ---.. n I eel-- .tV'.e; SQ.FT. ATTACHED GARAGE AND A 180 SQ.FT. PORCH TO BE LOCA TE~ t515 (t....t<. - 9- /U ...0 'I '/ ,),.:O~ SOUTH" I" STREET FOR SUMMER PROPERTIES, LLC. - ~_J" L'''"'-''\ 'Or q; D. ~-- t:jS- 7-9'5 - u"fO'" /0 Zl;.-- S<;,{.t,-U-,&.6 n..,... L ~ t.eG) 1( 4. REVIEW PLANS F 96 S . . MANUFACTURED HOME TO BE v J t/t\1 LOCATED AT 4121 SOUTH "C" STREET EXTENSION FOR JOSH ARMSTRONG. .......... 'V~1 L-c.11 r~ r ~').- 5. REVIEW PLANS FOR A USED 1848 SQ.FT. MANUFACTURED HOME TO BE LOCATED AT 1629 WEST 11TH STREET FOR DON TUCKER. --PI"', l c...-L€.... 6. REVIEW PLANS FOR A 112 SQ.FT. RAISED PATIO COVER TO BE LOCATED AT 321 EAST 12TH STREET FOR JACK MARSHALL. ~ 1<::-- 0 fL 7. REVIEW PLANS FOR A NEW 1344 SQ.FT. CANOPY ABOVE EXISTING FUELING STATION LOCATED AT 605 TUMWATER TRUCK ROUTE FOR CCHHM INVESTMENTS CLUB. f-/ {G-- oIL 8. REVIEW PLANS FOR A STEEL PILE' WOOD INSERT RETAINING WALL VARYING IN HEIGHT FROM 2 FEET TO 7 FEET TO BE LOCATED AT 1604 EAST FOURTH STREET FOR FRED AND JEANIE DEFRANG. ..... {e...-o IL-'-' From: To: Date: Subject: Trenia Funston Roger Vess 1/3/05 1 :42PM Fwd: Six-Plex on Front St. - Jay Thorp FYI >>> Bill Beverford 01/03/0501 :21 PM >>> Hi Trenia, I spoke with Jay and he would like a letter stating the requirements for the Backflow assembly needed for the water service. This is mandatory service isolation for building over 30' in height. The assembly can be located inside the building where the service line enters ( Mach. Room). He also asked if the Fire service would have a meter on it & I don't think it's necessary as long as they don't have multiple connections off this system, ideally, it should go to a toilet or washing machine-cold water tap. (Ken Dubuc said that they will convert the "closed system to an open one"). I think that this letter should come from you (Permits/Engineering) so it can be tracked with the permitting process. If you need the Policy/Ordinance #'s give me a ring. Bill B. ext4855 FILE PROJECT NAME: FRONT STREET CONDOS PROJECT No.: 4112 PAGE 1 OF DATE: 11/01/04 STRUCTURAL CALCULATIONS ENGINEER: KVAMME CONSULTING, INC. 4625 72ND AVENUE W. UNIVERSITY PLACE, WA 98466 CODE: LOADS: 20031.B.C I EXPIRES 10/23/06 DESIGNER: TUGG ENTERPRISES, LLC. 2304 43rd STREET E. PUYALLUP, WA 98374 JURISDICTION: CITY OF PORT ANGELES SITE ADDRESS: 326 E. FRONT STREET LATERAL WIND: 85 MPH WIND SPEED EXPOSURE C These calculations are stamped with an original wet stamp and are signed in blue ink. Any alteration to this page or attempt to reproduce these calculations is unauthorized and voids the validity and usefulness of the attached calculations in their entirety as well as engineering references in any attached plans. This office accepts no liability for any unauthorized use of these calculations. SEISMIC: SITE CLASS D USE GROUP I VERTICAL ROOF FLOOR EXITS DECKS 25 PSF (SNOW) 40 PSF 100 PSF 60 PSF SOILS ASSUME 1500 PSF ALLOWABLE SOIL BEARING PRESSURE VERIFY WITH ON SITE SOILS CONDITIONS Foundations to meet minimum perscriptive requirements ~ ~ t 1 I I 1]1-) ~ ... .,N ... % t ;I: '" ,.., :::: ~ '~" ... -. q :c: ~ ,... r J r ~ ~ ~ . I~ ~ t'! '\ \r ~ f 'i\ ~ \ ! 1. r i 1 :it' ~ 1 ~ '- " en ? ~ f ~ "1 III r r IO--4l I .. , ." ~ \ : ~ :lI:' 0" J '- :l: ]>> F :c ~ :l: F (II d :u ~ Ii) M \ .,. ~ ~ l f ~ , . \ . \~ \ r en ~ fIl Ii d ~ .. \ ' ~ ~ :n r \ ""- ... "I ~ ~-if ~ Jf .f ;. & ... . . I" It ;:>.. ~ r. H .il ~ '!: ~! .. ~ ?i t ~ r \ ~ r : l' '!; ~ . ~ '"' f z ~ f \ t ~ 1 f ~ . . I! ~ 1 " ~ I ; f ~ f ;tI ,., " c g ~ " f ;tI o o :z: ... .. j " ~ \Jl \i7 W ~W_Y. ~~~- ~'L.><~\Yi ~=~L f: '-uI / ~ ~ / I I I i / I I :=:.L1 Ir-!Z-. / ." ! I / I / ---H I [> .. f I '" / i i I I ~ J I II" III----- f0i1 I J"r , j I , J!J ]nl J ._ j i L-l1---1! L--" ~1.92L - I / l/ "'" I ~ ~-- -.....---=-~ 1\ J ! - i il==. -7 r ~ , "" / - ~~~- -~/ I I v /\/, - - - .- -- ~ i ! h~ I , .J I Ii..;' , ' ...--1 r,----.. i-' 1\ i: I 10 or- I I I I I- I' ,- II , I ~ ~ /1 ~I\.JL.J '\ ~ , ~ J i ,II , \~.~=~~J' i\ .--" ",,<I<<< ~ IV ..- I 1 In I Ir-' "fjIMot ~: i i i '!I ! : I I I I ,- ~ r I~ l\- , , v~ . /\ if\ /"\ I I ~-~C; Ir K 1/ \ I'~ / \---.b i IV I- t: 'f 1- -~ ----i I h. SI -; )- ~ / I 11/ '\ j~.\ I'\-; :~ - I , 1 1/ ~ '--- ~ p!J \ ~15 ~1 . VIol: I "'-J '\ -. , . , 7] \. -. ~ ~. ~ ~ \ 1 I II ( ~ LLt, .... -.... ....... II L r~ ~-~-~ n .,..J ".' ~ &- ~ wi..... y..;_I-o -r7 ~~.r::=" ~e-.---- ' FT-< 'J'..A, G ROOF FRAIIING ~S 1 ...... _ AND I'lIlI\DEJ'lS TO IIlO '-'<10 ~ OF U>I.E!llllll)TmOTH!RWlSl!. 2. AIJ. TlIUSSES TO BE PRE ENGlNE!!IlSl....D ME TO cNfIf'f 'tMl! !trOW' Of' TME 11lUSS -...:ruA1!:R ",",0 SHAU. lIE .NSTAU.ED PI!llIoWU'...:nJRERS ~ J>e,SIGH on"'1.ll AN\) SPEClFlc:A1K*S rrrTllUllSMl\NUfl'oCTlJ!lEl' TO III! ON srTE FOR FRAMO><G INSPE<:T1OH. PRCMDe TRUSS ~ TO ENGINEER FDA SItOP llRII_ REVIew PRIOR TO CONsmucTION. 1. Nll"l1l\lSS8WlIJ. Be F1EUlIolOOlFIEDwm<oUTm'OA CCICSENI'llf'nETRUSS _ANO'T1illlftJ,LOINGOI!I'T. llOOF 3l1l!IIn<oNGTO lIE 1111;" ""^ AATmSHEAlMING","" IltNoOll.SAT PI!:Rl"'E'lER "NO AU. $U'PORTl!O p....a eDGES "T &" ON ~ ....., AT 12" 001 CENTtiR AT f:l1!!I.D(UttD, S. AU. ~TOKAM! (1) D:_ 9&\AfNCl STlJD AflO (112X_ PCBT1.I) AT llACH 8'110 lJNLE5S HOTEl O"niI!llWlSE. .. PIIOWlE!lOUD _NO 5T\JOS"T...... ~Q l.OCo\'IIONSINClUOl....G1ADE~ TIIUSSE5....o _. -5 ~13 , , +---- : I~ .~I s-r.s:r~"1""S -~ -t-3r'Y -t $-;--,G;r' ~-t-S I ,! ! ~ LA i i -4 ;- .4"" 41 ! + 5-t3-r'3 : -+4+~_..+A i' ~ , .~ ~ i . i ::J Sj ~! '.o!l ~E'~/6L I) 2. 3 ) ~ -r5 (; I~.j,- ''!'.'A" l")~l" ~NY f i --+- I ,I .?! "'I ?'>blI ~ I-l. 'I .~ r J i li , ..I '" '!:: DEl\! '!II,- I }) /'1 ) +.~' r I , , , i i I I' ~'-~' ,," " II 0-- , , r I J ~ ?\ :oj :".1 I ~t!t-- -~ lle I' ~ ::::n . ~ i I'. " f .. "-" :;....,.'"' ~. DJltING o / ,/ I f -------. , I .1"""- ,; , , : I .i/! ':~.. II r ~l-/i r . ! r ) II o ;. Si"OR. II i 'IL ~r IlN.. g..a" J '1'-0-" '7-"',.0 ,....--.- ..I l !"....~.. ~ J ... ~'.1" I I ..,... ! '>i "'I lii ~! --"~ 111'0" : "'0 "'''''- M. BEDROOM / r.,/'"'" v ---/ 14 ~ ., I 'i015-0'(0 .,.....,- .~>O I L o' , I i I , .~ I 1 1 if""- ~ t,-..,.. '."" '\4"-0" <<,,"Q- G~G RAUJCDOWN 0ESClIIP'Tl0It SQUAIIE FI!ET GLAmI(J AREA COMMON AREA (IoWII FIJ)OR) - 45SF UNn" -cz..J-oII l1IMSF ~ PllII UI<tT c.-"'1I6o\ (U'I'EIl FLOOItSJ - 50SF PElt I'WOR dj" '0 (/\'7.> ~.... 6 /117 . 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( 7\::: - '" rt '1o~1_~ 1~'l\oorl 1~'....-1I1~ '-- " .&. ~xJ_ . ~ @+-EVl2'J.- Z ~ .J-GVa ) I \ &. I .& -\\ &. \& / \ MS.::" f'I\S"T 6D /--EVEL-Z o V IE R -/-.f3/1=fL ) ~3 ~Z- rKH6. I " I I -L~:~~~~"- ~C::,-;-~~~~=~:cJ=~-:--'~~_~7"- . 'r " I ~;CAI r I :-'4 000 --._----~-_..._---- .' Mill '. -, __ J .' t-.1l0Mf 1(lh tank absorption fields. Absorption lines should be Installed on the contour This map unit is in capability subclass IVe, nonirrigated. 14-Clallam-Hoypus gravelly sandy loams, 0 to 15 percent slooefL This map unit is on hills and outwash ierraces. Th~ native vegetation is mainly conifers and shrubs. Elevation is 100 to 400 feet. The average annual precipitation is 25 to 30 inches, the average annual air temperature is about 48 degrees F, and the average frost-free period is 180 to 200 days. The unit is 40 percent Clallam gravelly sandy loam and 40 percent Hoypus gravelly sandy loam. The components of this unit are so intricately intermingled that it was not practical to map them separately at the scale used. The Clallam soil is moderately deep and moderately well drained. It formed in compact glacial till. Typically, the surface is covered with a mat of organic material 2.5 inches thick. The surface layer, where mixed to a depth of 6 inches, is dark brown gravelly sandy loam. The upper part of the subsoil is brown gravelly sandy loam about 4 inches thick, and the lower part is brown very gravelly sandy loam about 18 inches thick. Compact glacial till Is at a depth of 28 inches. Depth to compact glacial till ranges from 20 to 40 inches. In some areas of similar included salls, the surface layer Is sandy loam or very gravelly sandy loam. Permeability of the Clallam soil is moderate to the compact glacial till and very slow through It. Available water capacity Is low. Effective rooting depth is 20 to 40 inches. Runoff Is medium, and the hazard of water erosion is slight. Water is perched above the glacial till from January through April. The effect of the layer of glacial till on use and management is similar to that of a hardpan. The Hoypus soil is very deep and somewhat excessively drained. It formed in glacial outwash. Typically, the surface is covered with a mat of organic material 1 inch thick. The surface layer is very dark grayish brown gravelly sandy loam 3 inches thick. The upper? inches of the subsoil is dark brown gravelly sandy loam, and the lower 21 inches is dark yellowish brown very gravelly loamy sand. The upper 14 inches of the substratum is dark brown very gravelly sand, and the lower part to a depth of 60 inches or more is dark yellowish brown gravelly sand. In some areas of similar included soils, the surface layer is gravelly loamy sand, very gravelly sandy loam, or gravelly loamy sand. Permeability of the Hoypus soil is rapid. Available water capacity is very low. Effective rooting depth is 60 inches or more. Runoff is slow, and the hazard of water erosion is slight. Included in this unit are small areas of Bellingham, Calla, Dick, and McKenna soils. Also included are small areas of Hoypus soils that have slopes of more than 15 25 percent. Included areas make up about 20 percent of the total acreage. The percentage varies from one area to another. , This unit is used mainly as homesites. " is also used as woodland. If the Clallam soil is used for homesite development, the main limitation is wetness. Excavation for roads and buildings increases the risk of erosion. Use of this soil for septic lank absorption fields is limited by wetness and depth to the compact glacial tili. Because of the depth to compact glacial till, onsite sewage disposal systems often fail or do not function properly during periods of high rainfall. Use of heavy equipment during construction compacts the soil and thus reduces permeability, particularly during periods when the soil moisture content is high. The steepness of slope is a concern when installing septic tank absorption fields. Absorption lines should be installed on the contour. If the Hoypus soil is used for homesite development. the main limitation Is the steepness of slope. Preserving the existing plant cover during construction helps to control erosion. Excavation for roads and buildings increases the risk of erosion. Use of this soli for septic tank absorption fields Is limited by the rapid permeability. The so/lls a poor filter. The steepness of slope Is a concern when Installing septic tank absorption fields. Absorption lines should be Installed on the contour. The Clallam soli Is suited to the production of Douglas- fir. On the basis of a 100-year site curve, the estimated mean site Index for Douglas-fir Is 130, and on the basis of a 50-year site curve, the estimated mean site Index Is 98. At the culmination of the mean annual Increment (CMAI), the production of Douglas-fir at age 70 is 130 cubic feet per acre per year. The trees of limited extent are western hemlock, grand fir, western redcedar, red alder, and Pacific madrone. Among the common forest understory plants are salal, evergreen huckleberry, red huckleberry, Oregon-grape, oceanspray, twlnflower, blackberry, western swordfern, and western brackenfern. Floral use of salal, evergreen huckleberry, and western swordfern is common on this soil. The Clallam so:1 is suited to year-round harvesting operations. logging roads require suitable surfacing. Rock for road construction is not available in areas of this soil. Seedling establishment and the hazard of wind throw are the main concerns in the production of timber. The low precipitation during the growing season and low available water capacity contribute to seedling mortality. Reforestation can be accomplished by planting Douglas-fir seedlings. If seed trees are present, natural reforestation of cutover areas by Douylas-fir occurs periodically. When openings are made in the canopy, invading brushy plants can delay the establishment of seedlings. Because the rooting depth Is restricted by the 26 compact glacial till, trees occasionally are subject to wind throw. The Hoypus soil is suited to the production of Douglas-fir. On the basis of a 100-year site curve. the estimated mean site index for Douglas-fir is 134, and on the basis of a 50-year site curve, the estimated mean site index Is 101. At the culmination of the mean annual increment (CMAI), the production of Douglas-fir at age 70 is 136 cubic feet per acre per year. The trees of limited extent are western hemlock, western redcedar, big/eaf maple, and Pacific madrone. Among the common forest understory plants are salal, Oregon-grape, red huckleberry, western brackenfern, blackberry, western swordfern, and deer fern. Floral use of salal and western swordfern Is common on this soil. The Hoypus soil is suited to year-round logging operations. Disturbance of the protective layer of duff can be reduced with the careful use of wheeled and tracked equipment. Logging roads require suitable surfacing for year-round use. Rounded gravel for ~oad construction Is readily available 'in areas of this SOIl. Seedling establishment Is the main concern In the production of timber. The low precipitation during the growing season and the droughtiness of the surface layer contribute to seedling mortality. Reforestation can be accomplished by planting Douglas-fir seedlings. Seedlings planted In the less fertile subsoil exhibit poor growth and vigor. When openings are made In the canopy, Invading brushy plants can delay the establishment of seedlings. This map unit Is In capability subclass VIs, nonirrigated. 1S-Clallam Variant gravelly loam, 10 to 30 percent slopes. This moderately deep, moderately well drained soil is on hills. It formed in glacial till and volcanic ash overlying compact glacial till. The native vegetation is mainly conifers and shrubs. Elevation is 1,300 to 2,000 feet. The average annual precipitation is 30 to 40 inches, the average annual air temperature is about 46 degrees F, and the average growing season is 210 to 240 days. Typically, the surface is covered with a mat of organic material 1 inch thick. The surface layer, where mixed to a depth of 7 inches, is brown gravelly loam. The upper 8 inches of the subsoil is brown very gravelly loam, and the lower 15 inches is dark yellowish brown very gravelly sandy loam. Compact glacial till is at a depth of 30 inches. Depth to compact glacial till ranges from 20 to 40 inches. Included in this unit are small areas of Elwha, Louella. and McKenna soils. Also included are small areas of Clallam Variant soils that have slopes of less than 10 percent or more than 30 percent and soils that are more than 40 inches deep to compact glacial till. Included areas make up about 20 percent of the total acreage. The percentage varies from one area to another. Soil Survey Permeability of this Clallam Variant soil is moderate to the compact glacial till and very slow through it. . Available water capacity is low. Effective rooting depth IS 20 to 40 inches. Runot; is medium, and the hazard of water erosion is moderate. Water is perched above the compact glacial till from January through March. The effect of the layer of compact glacial till on use and management is similar to that of a hardpan. This unit is used as woodland. This unit is suited to the production of Douglas-fir. On the basis of a 100-year site curve, the estimated mean site index for Douglas-fir is 134, and on the basis of a 50-year site curve, the estimated mean site index is 103. At the culmination of the mean annual increment (CMAI), the production of Douglas-fir at age 70 is 136 cubic feet per acre per year. The trees of limited extent are western hemlock, western redcedar, and red alder. Among the common forest understory plants are red huckleberry, twlnflower, sala', Oregon-grape, oceanspray, western swordfern; deer fern, and western brackenfern. The main limitation for harvesting timber Is muddiness when the soil Is wet. Use of wheeled and tracked equipment when the soli is wet produces ruts and compacts the soil. A perched seasonal high water table may limit the use of equipment to dry periods. Disturbance of the protective layer of duff can be reduced with the careful use of wheeled and tracked equipment. Un surfaced roads and skid trails are soft when wet, and they may be impassable during rainy periods. Logging roads require suitable surfacing for year-round use. Rock for road construction Is not readily available In areas of this unit. Seedling establishment and the hazard of windthrow. are the main concerns In the production of timber. Reforestation can be accomplished by planting Douglas- fir seedlings. If seed trees are present, natural reforestation of cutover areas by Douglas-fir occurs periodically. When openings are made in the canopy, invading brushy plants can delay the establishment of seedlings. Because the rooting depth is restricted by the compact glacial till, trees occasionally are subject to windthrow. This map unit is in capability subclass IVe, nonirrigated. 16-Dlck loamy sand, 0 to 15 percent slopes. This very deep, somewhat excessively drained soil is on outwash terraces. It formed in glacial outwash. The native vegetation is mainly conifers and shrubs. Elevation Is near sea level to 500 feet. The average annual precipitation is 17 to 25 inches, the average annual air temperature is about 50 degrees F, the average frost-free period is 160 to 200 days, and the average growing season (at 28 degrees) is 230 to 260 days. Typically, the surface is covered with a mat of organic material about 2 inches thick. The surface layer is BUILDING FOUNDATION FOOTING MIKE 460-5765 BUILDING FOUNDATION WALL Mike 460-5765 10,30am BUILDING FRAMING TIME, 17,00 sheet rock I-hr. fire seperation walls Bruce 360 670-1139 1st floor above garage 1hr wall between units ok/jll BUILDING FRAMING TIME, 17,00 Bruce 360-670-1139 2nd Floor Hardware 835 to be partial inspection of floor BUILDING FIREWALL Bruce 360-670-1139 ~s-~ COMMENTS AND NOTES BL4 BL3 BL1 BI2 BL3 01 02 01 01 01 3/31/05 3/31/05 1/11/05 1/11/05 2/04/05 2/04/05 3/2.8/05 3/28/05 JLL AP JLL AP JLL AP JLL AP covered anchors/j 11 PERMIT TYP/SQ BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS/COMMENTS ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER PRBP~KED 4/11/05, 13 CITY OF PORT ANGELES 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI 20 58 5+ INSPECTION TICKET INSPECTOR JAMES L LIERLY FAMILY SUBDIV PHONE PHONE 253 253 840-9912 840-9912 PAGE DATE 3 4/11/05 DlL- 2'<lj3J F l Q9{L ~!J IW (~L4L- s :::__::_-~--~-- BL4 BL3 BL1 BI2 BL3 01 02 01 01 01 4/11/05 4/11/05 3/31/05 3/31/05 1/11/05 1/11/05 2/04/05 2/04/05 3/28/05 3/28/05 JLL AP JLL AP JLL AP JLL AP JLL AP COMMENTS BUILDING FOUNDATION FOOTING MIKE 460-5765 BUILDING FOUNDATION WALL Mike 460-5765 10:30am BUILDING FRAMING TIME: 17:00 sheet rock I-hr. fire seperation walls Bruce 1st floor above garage 1hr wall between units BUILDING FRAMING TIME: 17:00 Bruce 360-670-1139 2nd Floor Hardware 835 to be covered partial inspection of floor anchors/jll BUILDING FIREWALL Bruce 360-670-1139 fire separation wall on 3rd floor/jll BUILDING FRAMING TIME: 17:00 BRUCE 477-1689 3RD FLOOR HARDWARE FOR COVER AND NOTES 360 670-1139 ok/ j 11 PERMIT TYP/SQ BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS/COMMENTS ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER PREPARED CITY OF 4/14/05, PORT ANGELES 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI 8:52 08 5+ INSPECTION TICKET INSPECTOR JAMES L LIERLY FAMILY SUBDIV PHONE PHONE 253 253 840 - 9912 840-9912 PAGE DATE 2 4/14/05 BL1 BI2 BL3 BL3 01 01 01 02 JLL 3/31/05 ~ ~ ~\3 \ \~) - I ~ , - 1/11/05 1/11/05 2/04/05 2/04/05 3/28/05 3/28/05 JLL AP JLL AP JLL AP COMMENTS BUILDING FOUNDATION FOOTING MIKE 460-5765 BUILDING FOUNDATION WALL Mike 460-5765 10:30am BUILDING FRAMING TIME: 17:00 sheet rock I-hr. fire seperation walls Bruce 360 670 1st floor above garage 1hr wall between units ok/jll BUILDING FRAMING TIME: 17:00 Bruce 360-670-1139 2nd Floor Hardware 835 to be covered AND NOTES 1139 PERMIT TYP/SQ BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS/COMMENTS ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER PREPARED 3/31/05, 12 CITY OF PORT ANGELES 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI 36 05 5+ FAMILY INSPECTION TICKET INSPECTOR JAMES SUBDIV PHONE PHONE L LIERLY 253 253 840-9912 840-9912 PAGE DATE 5 3/31/05 ~ rL,-1- fluL eu{ I; BL3 1/11/05 JLL 1/11/05 AP 2/04/05 JLL 2/04/05 AP ~i28/05 JLL -~-~--------- 01 COMMENTS BUILDING FOUNDATION MIKE 460-5765 BUILDING FOUNDATION WALL Mike 460-5765 10,30arn BUILDING FRAMING TIME: 17:00 sheet rock I-hr. fire seperation walls AND NOTES Bruce 360 670-1139 BI2 01 BL1 PERMIT TYP/SQ 01 BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS/COMMENTS FOOTING ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER PREPARED 3/28/05, 13 CITY OF PORT ANGELES 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI 03 07 5+ INSPECTION TICKET INSPECTOR JAMES FAMILY SUBDIV PHONE PHONE L LIERLY 253 253 840 - 9912 840-9912 PAGE DATE 1 3/28/05 PREPARED 2/16/05, 16:32:50 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 2/16/05 - - - - - - - - - - - - - - - - - - - - - -- - - -- - --------- - - ---- - - ------- ADDRESS 326 E FRONT ST SUBDIV: CONTRACTOR ROHRER CUSTOM HOMES PHONE (253 ) 840-9912 OWNER TUGG ENTERPRIZES LLC PHONE : (253 ) 840-9912 PARCEL 06-30-00-5-9-1810-0000- APPL NUMBER: 04-00000882 RES NEW MULTI 5+ FAMILY --------------------------------------------------------------------------- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRI PTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - - - - - --- -- - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- PL1 01 2/16/05 JLL PLUMBING UNDER SLAB TIME: 17:00 2/16/05 AP ? American Plumbing 808-0174 PL6 01 2f6/05{ ~ PLUMBING WATER SUPPLY TIME: 17:00 -1- I.~\O COMMENTS AND NOTES PREPARED 2/16/05, 12,51,11 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 2/16/05 ------------------------ - - - - - -- - - - - - -- - - - - - - - - - -- - - -- ------- ADDRESS 326 E FRONT ST SUBDIV, CONTRACTOR ROHRER CUSTOM HOMES PHONE (253 ) 840-9912 OWNER TUGG ENTERPRIZES LLC PHONE , (253 ) 840-9912 PARCEL 06-30-00-5-9-1810-0000- APPL NUMBER, 04-00000882 RES NEW MULTI 5+ FAMILY --------------------------------------------------------------------------- ---- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --- - - - - - - - - - - - - - - - - --- - - --- - - - - - - - - - - - - - - - - --- - - - ---- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - --- -- PL1 01 -$_ JLL PLUMBING UNDER SLAB TIME, 17,00 __________________~_~---:-~~:~i:::M:::~::: :::::174 ------- -------- lul c: <) ~ l lC) P , I S L li tj lLA t ,j ;) J ESA 04-12 - Tugg Enterprises, LLC Page 2 six unit condominium on a site that contains a geologically sensitive area that is a portion of the marine bluff located on the south side of Front Street. ') L." The subject property consists of one parcel, located at 326 E. Front Street, Port Angeles. 3. The subject site is located in the North Central planning area and is designated Commercial on the Comprehensive Plan Land Use Map, and is zoned RHD, Residential High Density. 4. Portions of the subject property meets the definitions of an environmentally sensitive area as defined by PAMC 15.20 (Environmentally Sensitive Areas Ordinance). The purpose of the Chapter is to protect environmentally sensitive areas in accordance with the Growth Management Act. The intent of the Chapter is to use a function and values approach and establish minimum standards for properties containing environmentally sensitive features in order to protect the public health, safety and welfare which includes: a) avoiding disturbance of these areas, b) mitigating such impacts, c) protecting the public from personal injury, loss of life or property damage due to erosion and landslides, etc., and d) protecting against publicly financed expenditures from misuse of environmentally sensitive areas. 5. A May 11, 2004, geologic report prepared by Zenovic and Associates, identified the marine bluff on the site as being a geologically hazardous area. Geologically hazardous areas require setbacks of a distance determined by qualified experts as described in P AMC 15.20.060.(B)(4). The report recommends that a 20-foot setback from the bluff be maintained from the top ofthe bluff A letter amending the original report was received on October 19, 2004. That letter listed best management practices to be used if work is to continue into the wetter portion of the year. 6. A marine bluff requires a 50-foot buffer from the top of the bluff 7. All development proposals in environmentally sensitive areas shall comply with the requirements and provisions of Chapter 15.20 P AMC. The responsibility for administration and enforcement of the provisions ofthe Chapter shall rest with the Community Development Director or his designee. 8. The marine bluff has been altered by the creation of Front Street being cut across the face of the bluff and therefore meet the criteria of being a previously altered environmentally sensitive area. 9. The application included an environmental checklist as required under RCW 43.21C and P AMC 15.04. A Determination of Non significance (#1088) was issued on October 20, 2004, by the City's SEPA Responsible Official in compliance with RCW 43.21C and WAC 197- 11. Conclusions: 1. As conditioned, the proposal is consistent with the requirements for development adjacent to a geologically hazardous area and marine bluff as defined in P AMC 15.20.070(B)&(C). ESA 04-12 - Tugg El1Ierprises, LLe Page 3 2. As conditioned, the proposal will result in the least impact to the sensitive area and take into consideration site constraints associated with the subject property. 3. The Community Development Director concluded that the applicant's environmental information satisfies the requirements of P AMC Section 15.20.040(E). 4, The geologic report submitted as a part of the environmentally sensitive areas application provide a basis for conditioning the construction activity such that it will be in the public interest, safety, and welfare. 5. As conditioned, the proposal is consistent with the Port Angeles Comprehensive Plan and the City's Zoning, and Environmentally Sensitive Areas Ordinances. ~t9- CAl -0 Brad ollins, Director Department of Community Development I b /1? / p+ Date I Staff review: Scott K. Johns, Associate Planner cc: Public Works and Engineering IIII~I ~~~I~II~IIIII~III~I~~II~I~III~II~III~II~I~~I\ fiLED FO~ RECO<D . r T .. hE R [(JUlI T ')fCLALLAM rlTLE CO :=-- :/!CORD(O In tir~:i7Lt,~t ~o. 2004 NaV 29 PH 3: 43 2004 1146168 CIaUam County (; [E (C lJWl ~ I DEe - 22lJ01t j- CITY OF PORT ANGELES Dept. of Community Development ZONING LOr COVENANT IIWE the undersigned iOwner(a) of the following described property: (Insert legal description here) : L-) "3 4- L-\ .~ ~ \<b.~. LB. "b--\-e~N &b.l\I..J\~7~......... fJe~ ~-4:""" i. '-'-J ~\r\-1""Q<\Q"'" do hereby covenant that said ~roperty shall be designated as one zoning lot IlS defined in Section 17.08.032 "Z" of the PDrt Angeles MuniqipllI Code, This covenant creates one inseparable building lot which mav onlv be rmnoved throup comphnoe with Chapter 58.17 RCW (subdivision regulatiOIl8) and/or the City of Port Angeles short subdivision re~ulatioDS (Ordinanoe No. 2222, u amended). This covenant shall ~e binding on the owner(s), heir(a), assign(s), and sucoeasor(s) in interest and shall be filed with the CountY Auditor's Office, This covenant is for the mutual benefit of said owncr(s), hcir(s). assign(s),andsuccess,br(s) in interest and is forthefurtherpurpose of compliance with state and local land use and building regulatloos. This coVenant may be enforced by injunction or other lawful procedure and covenant by the TCOOVerf of any damages resulting from non compliance. ' DATEDthia z.1 day of NoWmhtv' J)i~J (Owner) ! I ,j?~t1 41?/ (Owner)! I I STATE OF WASHINGTON ~ COUNTY OF CLALLAM) i I.'~. ~~~~j'~' ~; , NotaIy Public in and for the State afWashington, do hereby certify tuat olltIu. .29IHI'Y uf _ ____ 20~ pllOO1I.Illy appoarod before mo W lHnllP J IlOOES "IRC;:HII' M flQI ~ to me known to be ,tho indl~(.) dcaribed In and whO llXCCutCd the WI iDStrumcllt and ac:knowlcdged that ~~ 8lgnod and a~ the same as --ffitJv nee and volun1aIy act and dccdfor thcpurposca herein menu ned.! . i (}mH~.:.'~NY tuI. ,1 GIVENUNDERMY~~"':,,~~~~Jhia ~dayof (\IO~ 2r1J..J... I '" v.- '.:~~. i ~ ... NO,,,/ "'~~ : ~C/):"''''h 1').. ~O:: --f' '''"1.9 ':0= n, ~ ~~~ 1, .~:-~ VPultJV J . ~~... 8LIC .~ ~ NOTARY PUBLIC in far the Stat. of %O~~:""";,,~O'#' Washington 1'lIaiding at Port Aogelca. i ;;,,( ryASHI~"" ,\" AUDITOR'S CER~ ""1111111111\\\ Piled for record at the T,' est of 9'l this _ day of ,20"~ . ~ ~ ~ 0') ~ ~ CZJ ~~,~ , '. (Own21 '. %t#/~ ~~t1ju-z ) Owrler) as 20_. I I I Cl.ALLAM COUNTY AUDITOR By; ~ORTANGELES v-{\ '1 ,I (6(Q){Py WAS H I N G TON, U. S. A. I PUBLIC WORKS & UTILITIES DEPARTMENT January 26, 2005 Bob Rohrer C/o Tugg Enterprises 2304-43rd Street SE Puyallup, WA. 98374 Subject: 326 East Front Street Job# 9774 The estimated ,Gost of labor and materials supplied by the City to provide single- phase 120/240v electrical service for your property is $4,356.52. The estimated cost of labor and materials supplied by the City to provide three- phase 120/240v (Open Delta) electrical service for your property is $7,808.68. These estimates are subject to change as additional data. is provided. These quotes are good for 180 days. Dear Bob: v:~ y G'\ "\ a' .. .... "-J.. The City will be responsible for the following: C{/) '-. 1) Providing and installing the transformer. 2) Providing and installing the additional overhead wire and material. 3) Providing and installing the 120/240v meter(s) & CT's. The owner/contractor will be responsible for the following: 1) 2) . Providing, installing and future maintenance of the service riser on the pole. (Ref: Underground Service-Secondary Riser CR 5 01) Providing, installing and future maintenance of the underground service wires in conduit from the power pole to the building and/or meter base(s). (Ref: Trenching Specifications UM 001-S) Coordination with Owest and WAVE Broadband for installation of their equipment. They may share the trench with the electrical facilities. All required permits. (Trenching in the R/W, Electrical, etc.) Payment of $4,356.52 for single-phase service or payment of $7,808.68 for the three-phase option. 3) 4) 5) 321 EAST FIFTH STREET · P. O. BOX 1150 · PORT ANGELES, WA 98362-0217 PHON E: 360-417-4805 · FAX: 360-417-4542 · TTY: 360-417-4645 E-MAIL: publicworks@cityofpa.us ~ORTANGELES C,. ~.'io~~f ' . :::J)ii . t.. ',:.-t . '. t'. , .... , ... . . .''ll' " ..< ..,,~, U ~. WAS H I N G TON, U. S. A. PUBLIC WORKS & UTILITIES DEPARTMENT April 16, 2004 W. Jay Thorp C/o Kiket Bay Co. Inc. 2106 East Main Auburn, WA. 98002 Subject: New Service - 326 East Front Street - Port Angeles Dear Jay, Per your request for electrical service, a cost estimate has been created. The cost for labor and materials supplied by City Light to serve your property is $15,000.00 to $30,000.00 or more. This estimate is subject to change and may require signed/notarized easement(s), as additional data is provided. \]J '}':> C" The customer/contractor will be responsible for the following: \1'-, 4) 5) 6) 7) 1) 2) 3) Surveying and staking the property. Clearing, grading and bringing the area to final grade before installation of electrical facilities. An easement ten (10) feet in width for the route and location of the cable, vaults and conduit. Trenching, backfilling and restoration of the entire job. The primary cable trench must be a minimum of forty-seven (47") inches deep trench, twenty-four (24") inches wide and approximately five hundred fifty (550') feet in length. The trench must meet the requirements of: WAC Chapter 296-155N "Excavation. TrenchinQ and Shorina". The service wire trench must be a minimum of thirty-three (33") inches deep and eighteen (18") inches wide from the secondary pedestal to the meter location. All excavated material shall be placed no closer than two (2) feet from the back edge of the excavation and any excavation over forty-seven (47) inches in depth will need shoring. Backfill and compaction will be in accordance with Spec# UM 0 01-P and UM 0 01-S (enclosed). Excavation and backfill for the transformer vault(s). Spec# U 3 03-L & U 1 04-L (enclosed). Installation and future maintenance of the underground wire in conduit from the secondary pedestal to the meter base(s). Providing a 24/7 all-season road for maintenance. Coordination with Capacity Provisioning, Owest and WAVE Broadband for installation of their equipment and joint trench usage. '1, ~ .... ..... -l ~ 321 EAST FIFTH STREET · P. O. BOX 1150 · PORT ANGELES, WA 98362-0217 PHONE: 360-417-4805 · FAX: 360-417-4542 · TTY: 360-417-4645 E-MAIL: PUBWORKS@CI.PORT-ANGELES.WA.US 8) All required permits. (Trenching in the R1W, etc.) 9) Payment of the estimated job cost: $15,000.00 to $30,000.00 or more. The City will be responsible for the following: 1) Providing and installing the cable(s) and conduit. 2) Rebuilding a pole(s) framing 3) Extending 3phase overhead primary 4) Installing an anchor with guying, installing a conduit riser with primary termination. 5) Providing and installing the transformer vault(s), secondary pedestal(s) and associated equipment. 6) Pulling in and terminating the cables. 7) Providing and installing the electric meter(s) & CT's. If the actual cost of construction exceeds the estimated amount, there will be no further billing. If the cost is less than the estim~te, the difference will be refunded to you. Work will be scheduled in five (5) to six (6) weeks after the receipt of the payment for $15,000.00 to $30,000.00 or more and an authorizing signature below. This allows for engineering design, scheduling the City Light crews and the requisitioning of materials. Note: A three (3)-phase pad mount transformer has a twenty-two (22) week delivery date from the time of order. If you have any questions or concerns, feel free to contact at 360-417-4706. Sinrer,y Q r 1 C .\\.-~~ Jo n G. Hebner Electrical Engineering Specialist Authorizing Signature Date Cc: James Harper, Electrical Engineering Manager Alan Oman, Electrical Inspector Roger Vess, Permit Technician File Attachments: 4 Ref: WF17788101 j~"-; ir-l HtENOVIC I IL Ij& ASSOCIATES INCORPORATED "-~nTTT TYkTrn..Tt;T:'nT"1\Tr' '-'1 V 1L r-J.'I\Jll'lLLntl'lU LAND SURVEYING 519 South Peabody SIlWC SuitL 22 Pon Angeles,Wi,lshingwn 98362 (360) 417-0501 Fax (360) 417-0514 E-mail: zenoyic@olympus.net May 11, 2004 Mr. Jay Thorp, President Kiket Bay Co., Inc. 2106 East Main Auburn, WA 98002 Re:_ _ Undeveloped property at 326 East Front Street, PortAngeJe_s (Par. No. 06-30-00-591810) Dear Jay: Zenovic& Associates, Inc. presents herein the results of our geotechnical review of the referenced property, located on the south side of East Front Street, just west of Peabody Street in Port Angeles. The site sits at the top of the marine bluff that overlooks Port Angeles harbor. East Front Street (Highway 101) runs across the face of the bluff, approximately 30 feet below the relatively level upland area of the property. The marine bluff terminates at the parking lot for the Red Lion Inn, located on the north side of East Front Street. The total bluff height is approximately 80 feet. We understand that your intent is to develop the property for high density residential usage, consistent with the underlying zoning. While the topography of the bluff has been modified in the past as a result of the development of East Front Street as it traverses from the upland area to downtown Port Angeles, the bluff is considered a GeoloQically Hazardous Area based on the slope and soil conditions. PURPOSE AND SCOPE OF SERVICES The purpose of the geotechnical review is to provide information regarding the soH and slope stability in order to develop the site in a manner that will not induce soil erosion or 8nd2l'1g8r I}n-~ite or adjecont off-site !-1roperties, consistent with the re~uirements of Chapter 15.20 of the Port Angeles Municipal Code (EnvironmentaHy Sensitive I\reas protection). The scope of tt1e review included a field inspection of the site and determination of site and adjacent property slopes using a hand-held clinometer. No topographic mapping services have been provided. Research of available data included a review of the USGS Topographic Map, Angeles Point quadrangle, aerial photos on file at the C!allam County Road Department (DNR, 1971,1981,1990, and 1997), aerial topographic mapping completed by David Smith & Associates, Inc. for the City of Port Angeles (Mar. 1995), and the Soil Survey of Clallam County Area, Washington (USDA/SCS, February, 1987). Page 2 Mr. Jay Thorp - 326 East Front Street, Port Angeles May 11, 2004 REGIONAL GEOLOGIC AND SOIL CONDTIONS According to the Soil Survey of Clallam Area, General Soil Map, the City of Port Angeles area and the surrounding region are comprised of Elwha-Clallam-Catla soil association. These soils are typically moderately well-drained, nearly level to very steep slopes on hills, underlain by compact glacial till. Inspection of the soil maps of the site indicate that the property lies along the north edge of an extensive Elwha soil area that extends from the Elwha RiveroJLtbe_west to the Dungeness Rb/eLonJhe east, from the foothills of the Olympic Mountains on the south to the Strait of Juan de Fuca on the north. The Elwha-Ciallam-Catla soils are derived from weathered glaciai tiiL These soils were deposited by the ice sheet during the Vashon stade glaciation. The Vashon Glacial Till consists of a poorly sorted mixture of rock fragments Deposited directly by the Vashon- age ice sheet. Finer portions of the soil consist of clay, silt, and sand. These fine particles comprise a moderately to highly compact matrix in which the coarser components (gravel, cobbles, and boulders) arefirrnly imbedded. SITE OBSERVATIONS An engineer from Zenovic & Associates, Inc. conducted a site visit on April 19, 2004 to observe the site slopes, vegetation, surface and immediate subsurface hydrology, and evaluate in-situ soils for density. Existing Slopes The site is currently undeveloped. Access to the developable upland portion of the site is from the alley to the south. As noted, the bluff is approximately 80 feet high. The portions of the bluff face above and below East Front Street are covered with brush and small trees. The small trees just above East Front Street were recently pruned to open up the sidewalk area along the roadway. The slope of the bluff averages approximately 100% (1 horizontal to 1 vertical) from the top of the bluff to the roadway and 100% from the north edge of the roadway to the parking lot below. The upland portion of the property slopes downhill slightly uphill from the top of the bluff to the aUey to the south. Under current conditions, any incident rainfall that strikes the property that isn't absorbed runs off the property to the north, down the face of the bluff to East Front Street. Properties to the east and west of the subject site are developed for residential use. A single-family residence is to the west and a small apartment building to the east. The yard areas for these properties are covered with lawn and shrubbery. The subject property is covered with perennial grasses. No drainageways cross any of the properties and no runoff is directed over the face of the bluff. No localized bluff sloughage was observed on the face of the bluff above East Front Street. Page 3 Mr. Jay Thorp - 326 East Front Street, Port Angeles May 11, 2004 Soil Conditions The soils on the upland area are mapped as Clallam-Hoypus gravelly sandy loams in the Soil Survey. The soils along the bluff are mapped as Dystric Xerothents, extremely steep, in the Survey. The Clalialll-Hoypus soils are a mix of the outwash material that was deposited along the edge of the glaciers as they receded and the finer, unsorted sands and gravels that were deposited directly by the glacier. Both soil types are relatively free-'draining; the difference is that the Hoypus soils extend for significant depths, while the Clallam soils are underlain with a glacial till, a fine sand and silt that has been COm!1cessed by the overlying glacJer._This glacial tilllayecis_e_s_sentially impervious to water. The Dystric Xerothents soil is essentially of the same composition as the Hoypus soil with some of the Clallam soils interspersed throughout the soil matrix. These soils are essentially the colluvial deposits of the weathering and sloughing of the upland soils that are deposited at the base of the bluff. Vegetation The upland area of the property has a ground cover of perennial grasses. The bluff slope area has an understory of dense brush and a single alder sapling towards the west side of the property. It appears that some management of the brush is occurring to keep views open. Hydrology and Drainage No surface depressions or runoff channels were observed on the property. The site has no upgradient tributary area and moderately well-drained soils. No groundwater seepage was observed on the property or on the face of the marine bluff. Uniform Building Code Site and Soil Categorization The site is within Seismic Zone 3 as per the Uniform Building Code. Soil typing is required by the Uniform Bui!d!r.g Code to determine building response under seismic conditions. No test pit excavations were completed for this analysis, so underlying soH types are not known. Given the geologic data available, however, and the conditions observed, it is our opinion that Soil Type Sd should be used when calculating horizontal and vertical accelerations at the site. The site soils can be classified as a sand or silty sand consistentwithClass 4 materials as set forth in Table 18-I-A of the Un.iform Building Code. Allowable foundation pressure, lateral bearing, and lateral sliding values as set forth in the table are appropriate for this site. Increases for depth and width as set forth in the table footnotes are not recommended for this site, due to the proximity to the steep bank. Page 4 Mr. Jay Thorp - 326 East Front Street, Port Angeles May 11, 2004 CONCLUSIONS It appears, based on the regularity of the slope along the north line of the property, that the bluff has been disturbed previously, probably during the construction and any expansion of the East Front Street roadway that traverses the bluff. The current bluff slope, 1 horizontal to 1 vertical (100%) is typical of slopes used in early roadway construction. This slope is steeper than the slope of repose (the assumed stable slope) of the in-situ native material, estimated to be between 1.5 and 1.75 horizontal to 1 _vertical in the unsatur::atedcondition. _. __ ___n In order to maintain a bluff slope that is not steeper than the most conservative angle of repose, a minimum setback of 20 feet is recommended from the edge ofthe bluff (26' bluff height above the roadway x 0.75). RECOMMENDATIONS General The proposed project shall be constructed in conformance with all requirements of the City of Port Angeles including, but not limited to, the Uniform Building Code and applicable clearing, grading, drainage, and erosion control requirements. Excavation and Grading Excavation for proposed foundation components shall be carried to firm, substantial, unyielding subsoil, at a depth of not less than twelve (12) inches below the existing surface grade. No disturbance of the existing ground shall occur closer than 20 feet to the top of the bluff. A "caution" tape barrier fence shall be installed at a fine 15 feet from the top of the bank to warn workers of the presence of the bank. Excavation work shall occur not earlier than May 1, and shall be complete to the permanent condition before October 1. Drainage and Erosion Control Prior to any site development, a Clearing and Grading Permit shall be obtained from the City of Port Angeles (unless a Building Permit is obtained in conjunction with any proposed site disturbance). All drainage from impervious surfaces on the site shall be collected, detained as required by City of Port Angeles regulations, and discharged into an existing City storm drain system or other approved conveyance. Currently, no subsurface drainage system exists in the alley or in Front Street in front of the property. It is recommended that a system be installed to convey the runoff to the existing storm sewer in Peabody Street. The Peabody Street line is located on the east side of the street, so significant construction costs may occur to construct the recommended system. Page 5 Mr. Jay Thorp - 326 East Front Street, Port Angeles May 11, 2004 Slope Maintenance Finished slopes should be adequately vegetated to prevent surficial runoff. No organic material, including grass clippings and tree or brush trimmings should be placed on any slopes steeper than 3 horizontal to 1 vertical. These materials may help hold water on the slope, thereby reducing slope stability. USE OF THIS REPORT This report has been prepared at the request of Mr. Jay Thorp for the purpose of determining the appropriate development standards for a project on the subject property. This report is specifi~ to this site and the information contained herein is the property of Mr. Thorp and may not be used without his permission. The findings set forth in the report are based on a site inspection and review of available data. The conclusions and recommendations derived from these findings assume that the site conditions do not vary radically throughout the site. If excavations and/or construction activities discover that site conditions are significantly different than those documented herein, Zenovic & Associates, Inc. must be contacted to verify or modify the conclusions, as appropriate. The contractor for the project is responsible for performing all work in -conformance with all applicable WISHAlOSHA regulations. There are inherent risks associated with construction on or adjacent to steep slopes that the owner and contractor must assume. This report is intended to reduce, but not eliminate, uncertainty regarding the stability of the slope. We appreciate the opportunity to provide this information to you. Please contact this office if you have any questions regarding the contents. Sincerely, Zenovic & Associates, Inc. ~enOViC' P.E. Principal Engineer Enclosures Fe: IN 04160 ~+\f- PL2 04 6/01/05 6/01/05 JLL DA PL2 PL1 PL6 PL2 03 01 01 02 2/16/05 2/16/05 2/16/05 2/16/05 5/31/05 5/31/05 JLL AP JLL AP JLL AP PLUMBING UNDER SLAB TIME: 17:00 ? American Plumbing 808-0174 PLUMBING WATER SUPPLY TIME: 17:00 04/19/2005 02:41 PM JLIERLY ------------ PLUMBING ROUGH-IN TIME: 17:00 05/31/2005 10:35 AM JLIERLY MARK 808-0174 05/31/2005 04:26 PM JLIERLY east half of building ok jll PLUMBING ROUGH-IN TIME: 17:00 06/01/2005 11:53 AM RVESS MARK 808-0174 leak in stack repair and recall/jjll PLUMBING ROUGH-IN TIME: 17:00 06/02/2005 09:18 AM DYASUMUR BRUCE 477-1689 LEFT SIDE PLUMBING COMMENTS AND NOTES ------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI 5+ FAMILY PREPARED 6/02/05, 12 CITY OF PORT ANGELES 58 33 SUBDIV PHONE PHONE INSPECTION TICKET INSPECTOR: JAMES L 253 253 LIERLY 840-9912 840-9912 PAGE DATE 5 6/02/05 ,(,' L.~~ n.e t/~~"",Ie . JlC J bIL PL2 PL2 PLl PL6 PL2 03 02 01 01 01 2/16/05 2/16/05 2/16/05 2/16/05 5/25/05 XXXXXXXXXX 5/31/05 5/31/05 JLL AP JLL AP JLL AP KDD XXXXXXXX PLUMBING UNDER SLAB TIME, ? American Plumbing 808-0174 PLUMBING WATER SUPPLY TIME, 1 04/19/2005 02,41 PM JLIERLY PLUMBING ROUGH-IN TIME, 17,00 OS/24/2005 09,39 AM SROBERDS BRUCE 477-1689 NEED TO DISCUSS SOME PLUMBING ISSUES PLUMBING ROUGH-IN TIME, 17,00 05/31/2005 10,35 AM JLIERLY MARK 808-0174 05/31/2005 04,26 PM JLIERLY east half of building ok jll PLUMBING ROUGH-IN TIME, 17,00 06/01/2005 11,53 AM RVESS MARK 808-0174 COMMENTS AND NOTES WITH INSPECTOR PERMIT TYP/SQ PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS/COMMENTS 17 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER PREPARED 6/01/05, 13 CITY OF PORT ANGELES 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI 39 26 5+ FAMILY INSPECTION TICKET INSPECTOR, JAMES SUBDIV PHONE PHONE L 253 253 LIERLY 840-9912 840-9912 PAGE DATE 5 6/01/05 COMMENTS AND NOTES PERMIT TYP/SQ BL1 01 BI2 01 BL3 01 BL3 02 BL4 01 BL3 03 BL4 02 BLDR 01 BLHD 01 BL9 01 BL9 02 1/11/05 JLL AP 1/11/05 JLL 2/04/05 AP 2/04/05 JLL 3/28/05 AP 3/28/05 3/31/05 JLL 3/31/05 AP 4/11/05 JLL 4/11/05 AP 4/14/05 JLL AP 4/14/05 JLL 4/21/05 AP 4/22/05 4Ptf~ K) GiJ~i~~/ M- 1 0 AP 5/17/05 BUILDING FOUNDATION FOOTING MIKE 460-5765 BUILDING FOUNDATION WALL Mike 460-5765 10,30am BUILDING FRAMING TIME, 17,00 sheet rock I-hr. fire seperation walls Bruce 1st floor above garage 1hr wall between units BUILDING FRAMING TIME, 17,00 BruCe 360-670-1139 2nd Floor Hardware 835 to be covered partial inspection of floor anchors/j11 BUILDING FIREWALL Bruce 360-670-1139 fire separation wall on 3rd f1oor/j11 BUILDING FRAMING TIME, 17,00 BRUCE 477-1689 3RD FLOOR HARDWARE FOR COVER BUILDING FIREWALL Bruce 477-1689 04/21/2005 10,21 AM RVESS 04/22/2005 08,21 AM JLIERLY --------------------- BUILDING DRYWALL IBWP 05/17/2005 03,53 PM JLIERLY --------------------- this inspection is for ibwp and they are engineered with plywood insted of sheet rock/j11 BUILDING FRAMING HOLD DOWNS 05/17/2005 03,52 PM JLIERLY ----------------- BUILDING SHEARWALL TIME, 17,00 05/16/2005 01,48 PM JLIERLY BRUCE 477-1689 PARTIAL EXTERIOR SHEARWALL 05/17/2005 03,46 PM JLIERLY ----------------- interior barced walls and hold downs ok exteriro floor ties on west and south side only ok/j11 BUILDING SHEARWALL 05/19/2005 08,04 AM bruce 477-1689 JLIERLY strap 360 670 ok/j 11 and 1139 BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS/COMMENTS ADDRESS CONTRACTOR OWNER PARCEL . . 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APPL NUMBER PREPARED 4/21/05, 13 CITY OF PORT ANGELES 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI 20 01 5+ INSPECTION TICKET INSPECTOR: JAMES L LIERLY FAMILY SUBDIV PHONE PHONE 253 253 840-9912 840-9912 PAGE DATE 1 4/21/05 R'...T...'" A Nl'. 'G..... ..E....L' ~.S/. )~'rt ij'~;"' WAS H I N G TON, U. S. A. DEPARTMENT OF COMMUNITY DEVELOPMENT May 17,2005 Tugg Enterprises, LLC Mr. Jay Thorpe 2106 E. Main Street Auburn, W A 98002 Re: Variance application - V AR 05-02 326 East Front Street Dear Jay: As you know, the Board of Adjustment considered your request for an increase in lot coverage with regard to a condominium development currently under construction in the Residential High Density zone at 326 East Front Street. The Board of Adjustment denied the application following the public hearing. The decision of the Board is final unless appealed to Superior Court. As the decision was not appealed, the decision is final. Sincerely, ~./ ~f)~ \ :lz~ l~r\ IJ-~\CY~ Sue Roberds Assistant Planner t~' Building Division 321 EAST FIFTH STREET S PO BOX 1150 0 PORT ANGELES, WA 98362-3206 PHONE: 360-417-4750 .. FAX: 360-417-4711 · TTY: 360-417-4645 E-MAIL: PLANNING@CI.PORT-ANGELES.WA.USORPERMITS@CI.PORT-ANGELES.WA.US ENOVIC & ASSOCIA rES CML ENGINEERING LAND SURVEYING I " ( (I R I' () R A I F 11 'i] () South Ibbodv Street, Suir,' 22 Port ;\n~cles,\Vashil1pon (JR362 (160) 417-0'iOI Fax (60) 4]"7_0514 E-mail: zel1ovic(o'';olympus,nCf January 4, 2005 Mr. Jim Lierly, Building Inspector City of Port Angeles P.O. Box 1150 Port Angeles, W A 98362 Re: Front Street Condos Project - Tugg Enterprises LLC 326 East Front Street - Parcel No. 06-30-00-591810 Dear Jim: I have inspected the preliminary site preparation work for the referenced project. hereby certify that the work completed and the site conditions encountered are consistent with the requirements of my letter of May 11, 2004 regarding setbacks from the top of the steep slope to the north, excavation and grading, and drainage and erosion control. Please give me a call if you have any questions or if you need further information. Sincerely, Zenovic & Associates, Inc. ~~. ze:wc, P.E. Principal Engineer Fc: JN 04160 Cc: Tugg Enterprises LLC/Bob Rohrer Morrison Excavating/Dan Morrison o ~ ~ ~ FORTANGELES WAS H I N G TON, U. S. A. MINOR DEVIA TION Date: October 21,2004 To: Bill Rohrer and Jay Thorpe From: Brad Collins, Director, Department of Community Development Subject: Minor Deviation - 326 East Front Street Tugg Enterprises Minor deviations of the 30% lot coverage and an increase in height of3.5' on the above noted or 10% are hereby approved. The minor deviations are not greater than 10% of the requirements being deviated from in the RHD, Residential High Density zone. This decision is made under Section 17.94.180 of the Port Angeles Municipal Code with one condition and is supported by the following findings: Condition: 1. The rooftop elevator shaft shall be sided to match the exterior ofthe structure as is shown in the building plans submitted to the Department of Community Development and as such will resemble a typical chimney. Findings: 1. The granting of the minor deviations is consistent with the purpose of the RHD Zone in which the property is located and the project is otherwise consistent with the requirements of the RHD Zone. This finding can be made because the purpose of the RHO Zone is intended to create an area for multiple family structures. Approval of an additional 1 0% lot coverage will allow the footprint to be enlarged to accommodate a covered carport area and will allow an increase in height of 10% for a small portion of the structure to provide for the installation of an elevator to the three story development. Multiple family development is intended and therefore is consistent with the intent of development in the RHO Zone. Minor Dcviation - Tugg Entclpriscs October 20, 2004 Page 2 2. Because of special circumstance, the strict application of the zoning ordinance results in an undue hardship upon the applicant. The applicant designed a multiple family structure to maximum lot coverage but did not take into consideration the desire for all occupants of the structure to have covered parking. Redesign of the structure would result in a hardship on the new owners as the units were pre sold. Although limited parking is provided underneath the structure in order to maximize use of the site, not all of the units will have the ability to have covered parking. While such a situation is not technically the City's concern, the infill of properties with quality development is the desire of the City. The result of the deviations will allow for a protected area under which residents can maneuver during inclement weather, and will allow for accessibility to the two upper floors by those with limited physical abilities. 3. The minor deviations will not be materially detrimental to the public welfare or injurious to property or improvements in the vicinity and zone in which the subject property is located. The reduction should not place a hardship on other properties in the area. No other properties will be affected either by access or visibility issues if the deviation is allowed. The elevator shaft can be considered a rooftop appurtenance and, being only 3'5" tall, should not be a concern. Other condominium development in the area contains covered parking and the proposal would allow a blend in the area in that respect where open parking would not be as consistent. No Departmental issues were noted in review of the proposed deviation. 4. The minor deviations are not greater than 10% of the requirement being deviated from. The increase to 33% lot coverage and height to 38.5' is not more than the allowed development standards of 30% and 35' respectively of the requirements being deviated from. Additionally, the increase in height for an elevator shaft enclosure enhances the use of the site to a greater variety of residents. ~~~ Brad Collins, Director Department of Community Development cc: Building Department files ESA 04-12 F,.i......... ...)Or jRTtr'Pli.. / ...N.l rG(w.E.Lr iE~;"S."".~ , . ,.",,- ___. __n" '.'"' ;,.' ~__w~ A~~" '^".~. ~ , ~, WAS H i N G TON, U. S. A. Environmentally Sensitive Area Decision Date: October 20, 2004 File Number: ESA 04-12 Applicant: Tugg Enterprises, LLC Owner: Same Proposed Action: Construct a six unit condominium on a site containing a previously altered marine bluff that is a geologically hazardous area. Location: 326 E. Front Street SEP A: A Determination of NonSignificance (#1088) has been issued for the proposal. DECISION: Approval with the following conditions: Conditions: 1. No disturbance of existing ground shall take place closer than 20 feet from the top of the bluff, per geotechnical report recommendations. The 20-foot buffer/setback shall be planted with native ground covers or woody shrubs to provide additional bluff stabilization. 2. All recommendations of the geotechnical report written by Zenovic and Associates, Inc dated May 11,2004 and the subsequent letter amending the report dated October 19,2004, shall be observed. 3. Standard construction best management practices to prevent erosion, sedimentation, or bluff destabalization shall be used during the entire period of construction. 4. The proposed development shall include street, sidewalk, storm drainage, sewer and water improvements per the approval of the Port Angeles City Engineer. Findings: 1. An application for review under Chapter 15.20 PAMC (Environmentally Sensitive Areas) was received on September 27,2004, from Tugg Enterprises, LLC for the construction ofa / BL1 01 1/11/05 JLL 1/11/05 AP BI2 01 2/04/05 JLL 2/04/05 AP BL3 01 3/28/05 JLL 3/28/05 AP BL3 02 3/31/05 JLL 3/31/05 AP BL4 01 4/11/05 JLL 4/11/05 AP BL3 03 4/14/05 JLL 4/14/05 AP BL4 02 4/21/05 JLL 4/22/05 AP BLDR 01 5/17/05 JLL 5/17/05 AP BLHD 01 5/17/05 JLL 5/17/05 AP BL9 01 5/17/05 JLL 5/17/05 AP BL9 02 5/19/05 JLL 5/19/05 AP BL3 04 6/30/05 JLL 6/30/05 AP BLI 01 7/05/05 JLL 7/05/05 AP BLDR 02 7/07/05 JLL 7/07/05 AP CONTINUED ONTO NEXT PAGE BUILDING FOUNDATION FOOTING MIKE 460-5765 BUILDING FOUNDATION WALL Mike 460-5765 10,30am BUILDING FRAMING TIME, 17,00 sheet rock I-hr. fire seperation walls Bruce 1st floor above garage 1hr wall between units BUILDING FRAMING TIME, 17,00 Bruce 360-670-1139 2nd Floor Hardware 835 to be covered partial inspection of floor anchors/jll BUILDING FIREWALL Bruce 360-670-1139 fire separation wall on 3rd floor/jl1 BUILDING FRAMING TIME, 17,00 BRUCE 477-1689 3RD FLOOR HARDWARE FOR COVER 06/29/2005 11,09 AM DYASUMUR ------------- BUILDING FIREWALL Bruce 477-1689 04/21/2005 10,21 AM RVESS 04/22/2005 08,21 AM JLIERLY ---------------------------- BUILDING DRYWALL IBWP 05/17/2005 03,53 PM JLIERLY ------------------------- this inspection is for ibwp and they are engineered with plywood insted of sheet rock/jll OS/20/2005 12,04 PM JLIERLY ----------------- BUILDING FRAMING HOLD DOWNS 05/17/2005 03,52 PM JLIERLY ----------------- OS/20/2005 12,04 PM JLIERLY ----------------- BUILDING SHEARWALL TIME, 17,00 05/16/2005 01,48 PM JLIERLY BRUCE 477-1689 PARTIAL EXTERIOR SHEAR WALL 05/17/2005 03,46 PM JLIERLY ----------------- interior barced walls and hold downs ok exteriro floor ties on west and south side only ok/jll BUILDING SHEARWALL 05/19/2005 08,04 AM JLIERLY bruce 477-1689 OS/20/2005 12,05 PM JLIERLY BUILDING FRAMING 06/30/2005 09,14 AM DYASUMUR BRUCE 477-1689 3rd floor only, air seal and BUILDING INSULATION 07/05/2005 11,29 AM BRUCE 477-1689 3RD FLOOR INSULATION 07/05/2005 04,52 PM 3rd floor only BUILDING DRYWALL IBWP 07/07/2005 11,38 AM DYASUMUR DYASUMUR JLIERLY frame ok in this 360 670-1139 ok/j 11 area/j strap 11 and ADDRESS 326 E FRONT ST CONTRACTOR ROHRER CUSTOM HOMES OWNER TUGG ENTERPRIZES LLC PARCEL 06-30-00-5-9-1810-0000- APPL NUMBER, 04-00000882 RES NEW MULTI 5+ FAMILY ------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PREPARED CITY OF 7/11/05, 13 PORT ANGELES 26 31 SUBDIV PHONE PHONE INSPECTION TICKET INSPECTOR, JAMES L 253 253 LIERLY 840-9912 840-9912 PAGE DATE 2 7/11/05 I BRUCE 477-1689 07/07/2005 12:35 PM 07/07/2005 04:06 PM 3rd floor only/jll BUILDING AIR SEAL 07/11/2005 01:21 BUILDING FRAMING 07/11/2005 01:21 2nd floor only BAIR BL3 01 05 COMMENTS AND NOTES TIME: 17:00 PM JLIERLY TIME: 17:00 PM JLIERLY JLIERLY JLIERLY TYP/SQ ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER REQUESTED COMPLETED 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI INSP RESULT DESCRIPTION RESULTS/COMMENTS 5+ FAMILY PREPARED CITY OF 7/11/05, 13 PORT ANGELES 26 31 SUBDIV PHONE PHONE INSPECTION TICKET INSPECTOR: JAMES L LIERLY 253 253 840-9912 840-9912 PAGE DATE 3 7/11/05 7i",el;hL-- y 2-v-P F/o~ 0'cL f BL9 BLI BLI BL3 03 03 02 05 ~ -AP- 7/13/05 7/13/05 7/12/05 7/13/05 7/11/05 7/12/05 JLL AP JLL AP JLL AP BAIR 01 7/11/05 7/12/05 JLL AP BRUCE 477-1689 07/07/2005 12,35 PM 07/07/2005 04,06 PM 3rd floor on1y/j11 BUILDING AIR SEAL TIME, 17,00 07/11/2005 01,21 PM JLIERLY 07/12/2005 08,17 AM JLIERLY 2nd floor only BUILDING FRAMING TIME, 17,00 07/11/2005 01,21 PM JLIERLY 2nd floor only 07/12/2005 08,16 AM JLIERLY 2nd floor only BUILDING INSULATION TIME, 17,00 07/12/2005 03,30 PM DYASUMUR BRUCE 477-1689 2ND FLOOR EXTERIOR WALL INSULATION 07/13/2005 08,56 AM JLIERLY- 2nd floor/jll BUILDING INSULATION 07/13/2005 09,03 AM JLIERLY- 07/13/2005 03,59 PM JLIERLY- BUILDING SHEARWALL TIME, 17,00 07/13/2005 03,45 PM DYASUMUR JAY 253-350-9273 COMMENTS AND NOTES JLIERLY JLIERLY TYP/SQ ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER REQUESTED COMPLETED 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI INSP RESULT DESCRIPTION RESULTS/COMMENTS 5+ FAMILY PREPARED CITY OF 7/14/05, 13 PORT ANGELES 04,57 SUBDIV PHONE PHONE INSPECTION TICKET INSPECTOR, JAMES L LIERLY 253 253 840 840 9912 9912 PAGE DATE 2 7/14/05 BUILDING FOUNDATION FOOTING MIKE 460-5765 BUILDING FOUNDATION WALL Mike 460-5765 10,30am BUILDING FRAMING TIME, 17,00 sheet rock I-hr. fire seperation walls Bruce 1st floor above garage 1hr wall between units BUILDING FRAMING TIME, 17,00 Bruce 360-670-1139 2nd Floor Hardware 835 to be covered partial inspection of floor anchors/jll BUILDING FIREWALL Bruce 360-670-1139 fire separation wall on 3rd floor/jll BUILDING FRAMING TIME, 17,00 BRUCE 477-1689 3RD FLOOR HARDWARE FOR COVER 06/29/2005 11,09 AM DYASUMUR ------------- BUILDING FIREWALL Bruce 477-1689 04/21/2005 10,21 AM RVESS 04/22/2005 08,21 AM JLIERLY ----------------- BUILDING DRYWALL IBWP 05/17/2005 03,53 PM JLIERLY ----------------- this inspection is for ibwp and they are engineered with plywood insted of sheet rock/jll OS/20/2005 12,04 PM JLIERLY ----------------- BUILDING FRAMING HOLD DOWNS 05/17/2005 03,52 PM JLIERLY ----------------- OS/20/2005 12,04 PM JLIERLY ----------------- BUILDING SHEARWALL TIME, 17,00 05/16/2005 01,48 PM JLIERLY BRUCE 477-1689 PARTIAL EXTERIOR SHEARWALL 05/17/2005 03,46 PM JLIERLY ----------------- interior barced walls and hold downs ok exteriro floor ties on west and south side only ok/jll BUILDING SHEARWALL 05/19/2005 08,04 AM JLIERLY bruce 477-1689 OS/20/2005 12,05 PM JLIERLY BUILDING FRAMING 06/30/2005 09,14 AM DYASUMUR BRUCE 477-1689 3rd floor only, air seal and BUILDING INSULATION 07/05/2005 11,29 AM BRUCE 477-1689 3RD FLOOR INSULATION 07/05/2005 04,52 PM 3rd floor only BUILDING DRYWALL IBWP 07/07/2005 11,38 AM BLDR 02 .r~ - - - - - - ~ -- ~-- -- CONTINUED ONTO NEXT PAGE DYASUMUR ~~ - __ - U)'U_ --------- '- l'- tJ we BL1 01 1/11/05 JLL 1/11/05 AP BI2 01 2/04/05 JLL 2/04/05 AP BL3 01 3/28/05 JLL 3/28/05 AP BL3 02 3/31/05 JLL 3/31/05 AP BL4 01 4/11/05 JLL 4/11/05 AP BL3 03 4/14/05 JLL 4/14/05 AP BL4 02 4/21/05 JLL 4/22/05 AP BLDR 01 5/17/05 JLL 5/17/05 AP BLHD 01 5/17/05 JLL 5/17/05 AP BL9 01 5/17/05 JLL 5/17/05 AP BL9 02 5/19/05 JLL 5/19/05 AP BL3 04 6/30/05 JLL 6/30/05 AP BLI 01 7/05/05 JLL 7/05/05 AP JLIERLY DYASUMUR frame ok in this areal j 11 360 670-1139 ok/ j 11 strap and ADDRESS 326 E FRONT ST CONTRACTOR ROHRER CUSTOM HOMES OWNER TUGG ENTERPRIZES LLC PARCEL 06-30-00-5-9-1810-0000 APPL NUMBER, 04-00000882 RES NEW MULTI 5+ FAMILY -----------~~----------------------------------- PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PREPARED 7/07/05, 12 CITY OF PORT ANGELES 37 37 SUBDIV PHONE PHONE INSPECTION TICKET INSPECTOR, JAMES L LIERLY 253 253 840-9912 840-9912 PAGE DATE 2 7/07/05 ~ y\~ cY\ \} BL1 01 1/11/05 JLL 1/11/05 AP BI2 01 2/04/05 JLL 2/04/05 AP BL3 01 3/28/05 JLL 3/28/05 AP BL3 02 3/31/05 JLL 3/31/05 AP BL4 01 4/11/05 JLL 4/11/05 AP BL3 03 4/14/05 JLL 4/14/05 AP BL4 02 4/21/05 JLL 4/22/05 AP BLDR 01 5/17/05 JLL 5/17/05 AP BLHD 01 5/17/05 JLL 5/17/05 AP BL9 01 5/17/05 JLL 5/17/05 AP BL9 02 5/19/05 JLL 5/19/05 AP BL3 04 ~~ COMMENTS BUILDING FOUNDATION FOOTING MIKE 460-5765 BUILDING FOUNDATION WALL Mike 460-5765 10,30am BUILDING FRAMING TIME, 17,00 sheet rock I-hr. fire seperation walls Bruce 1st floor above garage 1hr wall between units BUILDING FRAMING TIME, 17,00 Bruce 360-670-1139 2nd Floor Hardware 835 to be covered partial inspection of floor anchors/jll BUILDING FIREWALL Bruce 360-670-1139 fire separation wall on 3rd floor/jll BUILDING FRAMING TIME, 17,00 BRUCE 477-1689 3RD FLOOR HARDWARE FOR COVER 06/29/2005 11,09 AM DYASUMUR ------------- BUILDING FIREWALL Bruce 477-1689 04/21/2005 10,21 AM RVESS 04/22/2005 08,21 AM JLIERLY ---------------------------- BUILDING DRYWALL IBWP 05/17/2005 03:53 PM JLIERLY ------------------------- this inspection is for ibwp and they are engineered with plywood insted of sheet rock/jll OS/20/2005 12,04 PM JLIERLY ----------------- BUILDING FRAMING HOLD DOWNS 05/17/2005 03,52 PM JLIERLY ----------------- OS/20/2005 12,04 PM JLIERLY ----------------- BUILDING SHEARWALL TIME, 17,00 05/16/2005 01,48 PM JLIERLY BRUCE 477-1689 PARTIAL EXTERIOR SHEARWALL 05/17/2005 03,46 PM JLIERLY ----------------- interior barced walls and hold downs ok exteriro floor ties on west and south side only ok/jll BUILDING SHEARWALL 05/19/2005 08,04 AM bruce 477-1689 OS/20/2005 12:05 PM BUILDING FRAMING 06/30/2005 09,14 AM BRUCE 477-1689 AND NOTES DYASUMUR JLIERLY JLIERLY strap 360 670-1139 ok/ j 11 and ADDRESS 326 E FRONT ST CONTRACTOR ROHRER CUSTOM HOMES OWNER TUGG ENTERPRIZES LLC PARCEL 06-30-00-5-9-1810-0000- APPL NUMBER, 04-00000882 RES NEW MULTI 5+ FAMILY ------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PREPARED 6/30/05, 13 CITY OF PORT ANGELES 12 42 INSPECTION TICKET INSPECTOR, JAMES L LIERLY SUBDIV PHONE PHONE 253 253 840-9912 840-9912 PAGE DATE 1 6/30/05 ----------------------- i10MMENTS AND NOTES --- ~~ f1,,~ ow y ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER -~~-~~------ PERMIT: BPC 00 BUILDING PERMIT REQUESTED INSP TYP/SQ COMPLETED RESULT ----------------------------- BLl 01 1/11/05 JLL 1/11/05 AP BI2 01 2/04/05 JLL 2/04/05 AP BL3 01 3/28/05 JLL 3/28/05 AP BL3 02 3/31/05 JLL 3/31/05 AP BL4 01 4/11/05 JLL 4/11/05 AP BL3 03 4/14/05 JLL 4/14/05 AP BL4 02 4/21/05 JLL 4/22/05 AP BLDR 01 5/17/05 JLL 5/17/05 AP BLHD 01 5/17/05 JLL 5/17/05 AP BL9 01 5/17/05 JLL 5/17/05 AP BL9 02 5/19/05 JLL 5/19/05 AP BL3 04 6/30/05 JLL 6/30/05 AP BLI 01 ~~~ BUILDING FOUNDATION FOOTING MIKE 460-5765 BUILDING FOUNDATION WALL Mike 460-5765 10:30am BUILDING FRAMING TIME: 17:00 sheet rock I-hr. fire seperation walls Bruce 1st floor above garage Ihr wall between units BUILDING FRAMING TIME: 17:00 Bruce 360-670-1139 2nd Floor Hardware 835 to be covered partial inspection of floor anchors/jll BUILDING FIREWALL Bruce 360-670-1139 fire separation wall on 3rd floor/jll BUILDING FRAMING TIME: 17:00 BRUCE 477-1689 3RD FLOOR HARDWARE FOR COVER 06/29/2005 11:09 AM DYASUMUR ------------- BUILDING FIREWALL Bruce 477-1689 04/21/2005 10:21 AM RVESS 04/22/2005 08:21 AM JLIERLY ----------------- BUILDING DRYWALL IBWP 05/17/2005 03:53 PM JLIERLY ----------------- this inspection is for ibwp and they are engineered with plywood insted of sheet rock/jll OS/20/2005 12:04 PM JLIERLY ----------------- BUILDING FRAMING HOLD DOWNS 05/17/2005 03:52 PM JLIERLY ----------------- OS/20/2005 12:04 PM JLIERLY ----------------- BUILDING SHEARWALL TIME: 17:00 05/16/2005 01:48 PM JLIERLY BRUCE 477-1689 PARTIAL EXTERIOR SHEARWALL 05/17/2005 03:46 PM JLIERLY ----------------- interior barced walls and hold downs ok exteriro floor ties on west and south side only ok/jll BUILDING SHEARWALL 05/19/2005 08:04 AM JLIERLY bruce 477-1689 OS/20/2005 12:05 PM JLIERLY BUILDING FRAMING 06/30/2005 09:14 AM DYASUMUR BRUCE 477-1689 3rd floor only, air seal and frame BUILDING INSULATION 07/05/2005 11:29 AM BRUCE 477-1689 3RD FLOOR INSULATION DYASUMUR ok in this area/ j 11 360 670-1139 ok/j 11 strap and - COMMERCIAL DESCRIPTION RESULTS/COMMENTS 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI 5+ FAMILY PREPARED 7/05/05, 13 CITY OF PORT ANGELES 49:07 SUBDIV PHONE PHONE INSPECTION TICKET INSPECTOR: JAMES 253 253 L LIERLY 840 - 9912 840-9912 PAGE DATE 4 7/05/05 BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY: Dale Rec,'-1-/7-61 Permit #:nLf - B eZ-:1 Date APproved:~<<t Date Issued: Fill out COMPLETELY and in INK. Your application and site plan MUST B COMPLETE to be accepted for review. Uyou have any questions, call (360) 417-4815 Rc-.\~-(7..~ ~i.:'4".>~"n"'- \- ,t~S , \1'-3<: . !\.pplicant or Agent: R (--, \")-,~.~ ~. ~_~"""\(""'" ~ Owner: '\'.)(~(." ~~'tJ-~~~'R\l.f.~ I L i..~. ( - Address: 7 C')c'J'+ L+6 't~ 3T- -So E-. City: CYU'-i I'>-.-t..L-' ~ Phone: C .S~ ~ 9;,1.\e, -~1"\ \'L.... Phone: ? c;~ ~ ~ '-\<"'J - '\ ~ \ "_ Zip: ~ 1; ~l~\- Architect/Engineer: \0<"\ t)<1,. \-\o""*".State License #:R~E(:..~ S . 'E: City: \'1..)'-1 ~ UJ ,.....0 f={2-b"'-.l\ Phone: Contractor R"O\\{2t=...{: <"'. ~'~\C\l'r. . ,,~ Address: "2 ,?~<:-:,L\ ~~ ~ <, PROJECT ADDRESS: 3?- <.e... LEGAl DESCRIPTION: Lot: '3 ~.:;o- Exp:3...It<l./ ~..;- Phone: o(,,'-Vl c-Yl \~~. Zip: ~ <"6 ~ ,I \- ZONING: E._ ~- ~ Block: \ 7S Subdivision: c') ~ -~<.~(')o S-C\ \ <"i) \ 0 "S~\-'<"('~ ~'t.....:.' ~ CLALLAM COUNTY PARCEL NUMBER: Credit Card Holder Name: Billing Address: City: Credit CardType VISA MC # Exp. Date: TYPE OF WORK: SIZEN ALUATION: "'\ r (;,c o Residential ~NewConstr. 0 Re-roof 0 Stove \3;o~~ 5F~$ fSF.=$/ c-'1O OOC--. ; XMulti-family 0 Addition 0 Move "l81:,~-~ 3.3co SF. @ $ /SF. = $ o Commercial 0 Remodel 0 Demolition R ~ ~ 7-1. Ie.. SF. @ $ /SF. = $ o Repair 0 Sign 0 Other TOTAL VALUATION $ BRIEF DESCRIPTION OF THE PROJECT: -=) ~\Cl'(D..( ( ~ '-}\....!\\ <'3:)"t-....lIJcJ I (;.P.-n.A<,."t;. - G:. ~u P \J COMMERCIAL/RESIDENTlAL: Occupancy Group: R. 7- Occupant Load: Construction Type: 'NCY:~D No. of Stories: .3... Lot Size: \ L-\ 10(.}(:, Existing Sq. Ft. C') & Proposed Sq. Ft!, "l5b~ )TAL Sq.Ft..'7'S"63' Existing lot coverage ~ % & Proposed lot coverage 32; 5' ~otallot coverage_~2 . S- % I '/<0 .... . i APPRO V ALS: PLAN : BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESAIW etland( s): 0 Yes 0 No SEP A Checklist required? 0 Yes 0 No Other: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and plan submittal requirements if you have questions. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contactthe 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. f hereby certify that f have read and examined this application and know the same to be true and correct. f 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\Buildingpennitwpd 'APPlicant: q ~ ~ Date: 3 - \ 1 - ~"\- PREPARED 5/31/05, 13,43,13 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR, JAMES L LIERLY DATE 5/31/05 --------------------------- ------------------------- ADDRESS 326 E FRONT ST SUBDIV, CONTRACTOR ROHRER CUSTOM HOMES PHONE (253 ) 840-9912 OWNER TUGG ENTERPRIZES LLC PHONE , (253 ) 840-9912 PARCEL 06-30-00-5-9-1810-0000 APPL NUMBER, 04-00000882 RES NEW MULTI 5+ FAMILY --------------------------------------------------------------------------- ---- --. PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --- - - - -- - - - - - - - - - - - -- - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - -- PL1 01 2/16/05 JLL PLUMBING UNDER SLAB TIME, 17,00 2/16/05 AP ? American Plumbing 808-0174 PL6 01 2/16/05 JLL PLUMBING WATER SUPPLY TIME, 17,00 2/16/05 AP 04/19/2005 02,41 PM JLIERLY ------------------ PL2 01 5/25/05 KDD PLUMBING ROUGH-IN TIME, 17,00 XXXXXXXXXX XXXXXXXX OS/24/2005 09,39 AM SROBERDS BRUCE 477-1689 NEED TO DISCUSS SOME PLUMBING ISSUES WITH INSPECTOR. PL2 02 ~$f- PLUMBING ROUGH-IN TIME, 17,00 05/31/2005 10,35 AM JLIERLY MARK 808-0174 COMMENTS AND NOTES --- ------------------- ~~+ l{z, J ~,.\l.-t.JcS ~\v liJ ~- BUR 35 - STRATAVENT EUMINATOR PERFORATED VENTING DETAIL, NEW ROOFING. NON-NAILABLE DECK 1! \='?-Ot-\;\- ~le ~o ~e{XO Ii' OAF MIlrI!I'W.Il CORPORATION ",J (It)) !fA1 FIlE jGl Stripping Tapered Edge GAFGLAS@ Roof Membrane Stratavent4l> Eliminator TM Perforated For use over insulation poured concr t non-naiJable roof deck~. e e and other properly prepared acceptable Refer to BUR Systems Installation Requirement Section. When the minimum dimension of the roof . be used in addition of the edge and parap::ce~lds ~ feet, top Side field venting should at the rate of one vent per 1 000 squa e ~ twfa venting. Roof vents are to be applied , r .ee 0 roof area. J,'IM. f-\~GOIZ~\'V\q .{ 6 + ~,\' -5 I wou IJ /u QQd ~ <> ~ \f QYI ~:s -=r A VV\ 'I V1::S+c\ ~ \- -'\W~ 'A TD-r4/6+ ~ \J6AJf-.s u--I~;Q..v, l00J \~ .e.-~UA--\ C2~p00 5Q --\-t Q,A-?OC\~' ~V\~ qUQ '5 -\-~()~ S ?(-QQ SQ crrl \ (Y') e-. E I<UCE :S'i\J~d--e v'--- " (V\ tl- 'obO "'71~7~ 0 () CO cr ?~J ~ o-U:C ~ (\ 61.)("IO~ ~ J4- vV7 \J~S 01{ ~'^-- &0 Il-"'[) J fl~J- (: tis v fJYL<;ij L ~ O\l~ ~~ 5\vo 5 w &6A.o Cl).) LOf./J H.,4-. {I 1 (,~ . ~L ~+ v~(1"" &iJ G f f/11'1 () +~ '-10% PL 00 PLUMBING PERMIT REQUESTED INSP TYP/SQ COMPLETED RESULT ------------------------------ PL1 01 2/16/05 JLL 2/16/05 AP PL6 01 2/16/05 JLL 2/16/05 AP PL2 01 ~tfP(d- COMMENTS - -- - --- - -- - -- - - - --- - - - --- - - - - - - - - - -- - - - -- - - - - -- PLUMBING UNDER SLAB TIME, 17,00 ? American Plumbing 808-0174 PLUMBING WATER SUPPLY TIME, 17,00 04/19/2005 02,41 PM JLIERLY ----------- --------------- PLUMBING ROUGH-IN TIME, 17,00 OS/24/2005 09,39 AM SROBERDS BRUCE 477-1689 NEED TO DISCUSS SOME PLUMBING ISSUES AND NOTES WITH INSPECTOR DESCRIPTION RESULTS/COMMENTS ------------- PREPARED 5/25/05, 13,31,35 CITY OF PORT ANGELES ------------------------------------- ADDRESS 326 E FRONT ST CONTRACTOR ROHRER CUSTOM HOMES OWNER TUGG ENTERPRIZES LLC PARCEL .. 06-30-00-5-9-1810-0000- APPL NUMBER, 04-00000882 RES NEW MULTI PERMIT 5+ FAMILY -------- INSPECTION TICKET PAGE 1 INSPECTOR, KEN DUBUC DATE 5/25/05 - - - - - - - - - - - - -- - - -- - -- - -- - - - - -- - - - - --- - - -- -- - - - - - - - - - - -- - -- SUBDIV, PHONE PHONE , (253 (253 840 - 9912 840 - 9912 TYP/SQ ------------------------------------------------------------------------------------------------ PLl 01 JLL PLUMBING UNDER SLAB TIME: 17:00 AP ? American Plumbing 808-0174 PL6 01 JLL PLUMBING WATER SUPPLY TIME: 17:00 AP 04/19/2005 02:41 PM JLIERLY -------------------- PL2 02 JLL PLUMBING ROUGH-IN TIME: 17:00 AP 05/31/2005 10:35 AM JLIERLY MARK 808-0174 05/31/2005 04:26 PM JLIERLY ----- east half of building ok jll PLUMBING ROUGH-IN TIME: 17:00 06/01/2005 11:53 AM RVESS MARK 808-0174 leak in stack repair and recall/jjll PLUMBING ROUGH-IN TIME: 17:00 06/02/2005 09:18 AM DYASUMUR BRUCE 477-1689 LEFT SIDE PLUMBING 06/02/2005 04:52 PM PLUMBING FINAL TIME 12/21/2005 11:36 AM 12/21/2005 12:44 PM COMMENTS AND NOTES JLIERLY 17:00 PBARTHOL PBARTHOL PL99 PL2 PL2 01 04 03 6/02/05 6/02/05 6/01/05 6/01/05 2/16/05 2/16/05 2/16/05 2/16/05 5/31/05 5/31/05 JLL AP JLL DA Jl~~~~ -------------------- ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS/COMMENTS ---------------------------------------- ~3/0 JY-L MECHANICAL GAS LINE 12/22/2005 04:42 1 L MECHANICAL FINAL ---------~~---~~~~~~~~~;--~~~~~---------------==------------------------- PERMIT, ME99 ME6 TYP/SQ 01 01 PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS/COMMENTS PM JLIERLY TIME: 17:00 I'\M PBARTHOL PM PBARTHOL PERMIT BL99 01 12/16/05 12/16/05 RV AP PW99 01 BL3 08 12/12/05 12/12/05 JLL AP BUILDING SHEARWALL 10/17/2005 10:06 AM BOB 253-973-0409 10/17/2005 04:50 PM BUILDING FRAMING 12/12/2005 10:56 AM BOB 12/12/2005 04:46 PM PUBLIC WORKS FINAL 12/22/2005 07:56 AM 12/22/2005 07:56 AM BUILDING FINAL TIME 12/21/2005 11:35 AM JAY 253-350-9273 12/21/2005 12:43 PM PBARTHOL RVESS RVESS 17:00 PBARTHOL JLIERLY PBARTHOL JLIERLY BL9 05 10/17/05 10/17/05 JLL AP PBARTHOL TYP/SQ ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER REQUESTED COMPLETED 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI INSP RESULT DESCRIPTION RESULTS/COMMENTS 5+ FAMILY PREPARED 12/23/05, 12 CITY OF PORT ANGELES 39 26 SUBDIV PHONE PHONE INSPECTION TICKET INSPECTOR: JAMES L LIERLY 253 253 840-9912 840-9912 PAGE DATE 3 12/23/05 PREPARED 12/12/05, 13,25:33 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR, JAMES L LIERLY DATE 12/12/05 --------------------------- - - - -- - - --- - -- - - - - - - - - - - -- ----------- ADDRESS 326 E FRONT ST SUBDIV, CONTRACTOR ROHRER CUSTOM HOMES PHONE (253 ) 840 - 9912 OWNER TUGG ENTERPRIZES LLC PHONE , (253 ) 840-9912 PARCEL 06-30-00-5-9-1810-0000- APPL NUMBER, 04-00000882 RES NEW MULTI 5+ FAMILY ---------------------------------------------------------------------------------------- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - -- - - - - - --- - - - - - - - - --- - - - - - - - - - -- - - - - --- - - - - - - - - - - - - - - - - - - -- - - - - - -- - - --- - -- - --- - - ---- -- BL9 05 10/17/05 JLL BUILDING SHEARWALL 10/17/05 AP 10/17/2005 10,06 AM PBARTHOL ------------------------ BOB 253-973-0409 10/17/2005 04,50 PM JLIERLY ------------------------- BL3 08 ~~ BUILDING FRAMING 12/12/2005 10:56 AM PBARTHOL ------------------------ BOB ------------------- COMMENTS AND NOTES ---- ----------------------- Cq~ ~~ fO^--~ bl/ PREPARED 10/17/05, 12:21:01 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES L LIERLY DATE 10/17/05 --------------------------- --------------------------- - - - - - - ADDRESS 326 E FRONT ST SUBDIV: CONTRACTOR ROHRER CUSTOM HOMES PHONE (253 ) 840-9912 OWNER TUGG ENTERPRIZES LLC PHONE : (253 ) 840-9912 PARCEL 06-30-00-5-9-1810-0000- APPL NUMBER: 04-00000882 RES NEW MULTI 5+ FAMILY ----------------------------- ---- - ------------- --- - -- - ------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------- ------------------------------- BL9 05 ~17/0y~ BUILDING SHEARWALL 10/17/2005 10:06 AM PBARTHOL / 17' t) BOB 253-973-0409 t COMMENTS AND NOTES BAIR 01 7/11/05 JLL 7/12/05 AP BL3 05 7/11/05 JLL 7/12/05 AP BLI 02 7/12/05 JLL 7/13/05 AP BLI 03 7/13/05 JLL 7/13/05 AP BL9 03 7/14/05 JLL 7/15/05 AP BL3 06 7/20/05 JLL 7/20/05 AP BL9 04 7/21/05 JLL 7/21/05 AP BL3 07 8/01/05 JLL 8/01/05 AP BLI 04 8/02/05 JLL 8/02/05 AP BL1 02 9!J16/05 ~ 1: I~/OS- I f BI2 02 9/19/05 JLL 9/16/05 AP BRUCE 477-1689 07/07/2005 12:35 PM 07/07/2005 04:06 PM 3rd floor only/jll BUILDING AIR SEAL TIME: 17:00 07/11/2005 01:21 PM JLIERLY 07/12/2005 08:17 AM JLIERLY 2nd floor only BUILDING FRAMING TIME: 17:00 07/11/2005 01:21 PM JLIERLY 2nd floor only 07/12/2005 08:16 AM JLIERLY 2nd floor only BUILDING INSULATION TIME: 17:00 07/12/2005 03:30 PM DYASUMUR BRUCE 477-1689 2ND FLOOR EXTERIOR WALL INSULATION 07/13/2005 08:56 AM JLIERLY --- 2nd floor/jll BUILDING INSULATION 07/13/2005 09:03 AM JLIERLY ---------------------------- 07/13/2005 03:59 PM JLIERLY ----- BUILDING SHEARWALL TIME: 17:00 07/13/2005 03:45 PM DYASUMUR JAY 253-350-9273 07/15/2005 09:00 AM JLIERLY BUILDING FRAMING 07/20/2005 10:17 AM DYASUMU BRUCE 477-1689 1ST FLOOR FRAMING 07/20/2005 04:07 PM JLIERLY BUILDING SHEARWALL 07/20/2005 02:41 PM DYASUMUR BRUCE 477-1689 07/21/2005 03:34 PM JLIERLY BUILDING FRAMING GROUND FLOOR FRAMING 08/01/2005 01:26 PM DYASUMUR BRUCE 477-168 08/01/2005 04:49 PM DYASUMUR BUILDING INSULATION 08/02/2005 02:18 PM JLIERLY 1ST FLOOR 08/02/2005 04:32 PM JLIERLY BUILDING FOUNDATION FOOTING 09/15/2005 11:51 AM PBARTHOL ROB 253-973-0409 MORNING CARPORT FOUNDATION BUILDING FOUNDATION WALL BOB 253-9730409 09/19/2005 11:12 AM CARPORT FOUNDATION CONTINUED ONTO NEXT PAGE PBARTHOL JLIERLY JLIERLY TYP/SQ ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER REQUESTED COMPLETED 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI INSP RESULT DESCRIPTION RESULTS/COMMENTS 5+ FAMILY PREPARED 10/17/05, 12:21 CITY OF PORT ANGELES 01 SUBDIV PHONE PHONE INSPECTION TICKET INSPECTOR: JAMES L LIERLY 253 253 840-9912 840-9912 PAGE DATE 3 10/17/05 BAIR 01 7/11/05 JLL 7/12/05 AP BL3 05 7/11/05 JLL 7/12/05 AP BLI 02 7/12/05 JLL 7/13/05 AP BLI 03 7/13/05 JLL 7/13/05 AP BL9 03 7/14/05 JLL 7/15/05 AP BL3 06 7/20/05 JLL 7/20/05 AP BL9 04 7/21/05 JLL 7/21/05 AP BL3 07 8/01/05 JLL 8/01/05 AP BLI 04 8/02/05 JLL 8/02/05 AP BL1 02 '~fl'/Q'. * II { II '/ \ I, . /- ,.- , t ' COMMENTS BRUCE 477 07/07/2005 12:35 07/07/2005 04:06 3rd floor only/jll BUILDING AIR SEAL 07/11/2005 01:21 07/12/2005 08:17 2nd floor only BUILDING FRAMING TIME: 17:00 07/11/2005 01:21 PM JLIERLY 2nd floor only 07/12/2005 08:16 AM JLIERLY 2nd floor only BUILDING INSULATION TIME: 17:00 07/12/2005 03:30 PM DYASUMUR BRUCE 477-1689 2ND FLOOR EXTERIOR WALL INSULATION 07/13/2005 08:56 AM JLIERLY --- 2nd floor/jll BUILDING INSULATION 07/13/2005 09:03 AM JLIERLY --- 07/13/2005 03:59 PM JLIERLY ---------------------------- BUILDING SHEARWALL TIME: 17:00 07/13/2005 03:45 PM DYASUMUR JAY 253-350-9273 07/15/2005 09:00 AM JLIERLY BUILDING FRAMING 07/20/2005 10:17 AM DYASUMU BRUCE 477-1689 1ST FLOOR FRAMING 07/20/2005 04:07 PM JLIERLY BUILDING SHEARWALL 07/20/2005 02:41 PM DYASUMUR BRUCE 477-1689 07/21/2005 03:34 PM JLIERLY BUILDING FRAMING GROUND FLOOR FRAMING 08/01/2005 01:26 PM DYASUMUR BRUCE 477-168 08/01/2005 04:49 PM DYASUMUR BUILDING INSULATION 08/02/2005 02:18 PM JLIERLY 1ST FLOOR 08/02/2005 04:32 PM JLIERLY BUILDING FOUNDATION FOOTING 09/15/2005 11:51 AM PBARTHOL ROB 253-973-0409 MORNING CARPORT FOUNDATION AND NOTES TIME: 17:00 PM JLIERLY AM JLIERLY ADDRESS 326 E FRONT ST CONTRACTOR ROHRER CUSTOM HOMES OWNER TUGG ENTERPRIZES LLC PARCEL 06-30-00-5-9-1810-0000- APPL NUMBER: 04-00000882 RES NEW MULTI 5+ FAMILY --------- ---~~- ---------------- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PREPARED 9/16/05, 12:40 CITY OF PORT ANGELES 49 INSPECTION TICKET INSPECTOR: JAMES 1689 PM PM JLIERLY JLIERLY SUBDIV PHONE PHONE L 253 253 LIERLY 840-9912 840-9912 PAGE DATE 4 9/16/05 BRUCE 477-1689 07/07/2005 12,35 PM 07/07/2005 04,06 PM 3rd floor on1y/jll BUILDING AIR SEAL TIME, 17,00 07/11/2005 01,21 PM JLIERLY 07/12/2005 08,17 AM JLIERLY 2nd floor only BUILDING FRAMING TIME, 17,00 07/11/2005 01,21 PM JLIERLY 2nd floor only 07/12/2005 08,16 AM JLIERLY 2nd floor only BUILDING INSULATION TIME, 17,00 07/12/2005 03,30 PM DYASUMUR BRUCE 477-1689 2ND FLOOR EXTERIOR WALL INSULATION 07/13/2005 08,56 AM JLIERLY --- 2nd floor/jll BUILDING INSULATION 07/13/2005 09,03 AM JLIERLY ---- 07/13/2005 03,59 PM JLIERLY ---------------------------- BUILDING SHEARWALL TIME, 17,00 07/13/2005 03,45 PM DYASUMUR JAY 253-350-9273 07/15/2005 09,00 AM JLIERLY BUILDING FRAMING 07/20/2005 10,17 AM DYASUMU BRUCE 477-1689 1ST FLOOR FRAMING 07/20/2005 04,07 PM BUILDING SHEARWALL 07/20/2005 02,41 PM BRUCE 477-1689 07/21/2005 03,34 PM BUILDING FRAMING GROUND FLOOR FRAMING 08/01/2005 01,26 PM BRUCE 477-168 08/01/2005 04,49 PM BUILDING INSULATION 08/02/2005 02,18 PM 1ST FLOOR BAIR 01 7/11/05 JLL 7/12/05 AP BL3 05 7/11/05 JLL 7/12/05 AP BLI 02 7/12/05 JLL 7/13/05 AP BLI 03 7/13/05 JLL 7/13/05 AP BL9 03 7/14/05 JLL 7/15/05 AP BL3 06 7/20/05 JLL 7/20/05 AP BL9 04 7/21/05 JLL 7/21/05 AP BL3 07 8/01/05 JLL 8/01/05 AP BLI 04 ~\~)\~S5 JtL- COMMENTS AND NOTES DYASUMUR DYASUMUR JLIERLY DYASUMUR JLIERLY JLIERLY JLIERLY JLIERLY TYP/SQ ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER PREPARED 8/02/05, 14 CITY OF PORT ANGELES REQUESTED COMPLETED 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI 06 INSP RESULT 19 DESCRIPTION RESULTS/COMMENTS 5+ FAMILY INSPECTION TICKET INSPECTOR, JAMES L LIERLY SUBDIV PHONE PHONE 253 253 840-9912 840-9912 PAGE DATE 2 8/02/05 f},(L D NOTES s;;:/ cJk- jT(. .~I?- BL3 07 7/21/05 7/21/05 JLL AP BL9 BL3 BL9 BLI BL3 BAIR 01 7/11/05 7/12/05 JLL AP BRUCE 477-1689 07/07/2005 12,35 PM 07/07/2005 04:06 PM 3rd floor only/jll BUILDING AIR SEAL TIME, 17,00 07/11/2005 01,21 PM JLIERLY 07/12/2005 08,17 AM JLIERLY 2nd floor only BUILDING FRAMING TIME: 17,00 07/11/2005 01,21 PM JLIERLY 2nd floor only 07/12/2005 08,16 AM JLIERLY 2nd floor only BUILDING INSULATION TIME, 17,00 07/12/2005 03,30 PM DYASUMUR BRUCE 477-1689 2ND FLOOR EXTERIOR WALL INSULATION 07/13/2005 08:56 AM JLIERLY --- 2nd floor/jll BUILDING INSULATION 07/13/2005 09,03 AM JLIERLY --- 07/13/2005 03,59 PM JLIERLY ------- BUILDING SHEARWALL TIME, 17,00 07/13/2005 03,45 PM DYASUMUR JAY 253-350-9273 07/15/2005 09,00 AM JLIERLY BUILDING FRAMING 07/20/2005 10,17 AM DYASUMU BRUCE 477-1689 1ST FLOOR FRAMING 07/20/2005 04,07 PM BUILDING SHEARWALL 07/20/2005 02,41 PM BRUCE 477-1689 07/21/2005 03,34 PM BUILDING FRAMING GROUND FLOOR FRAMING 08/01/2005 01,26 PM BRUCE 477-168 DYASUMUR JLIERLY BLI 04 06 03 03 02 05 7/20/05 7/20/05 7/14/05 7/15/05 7/13/05 7/13/05 7/12/05 7/13/05 7/11/05 7/12/05 JLL AP JLL AP JLL AP JLL AP JLL AP DYASUMUR JLIERLY JLIERLY JLIERLY TYP/SQ ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER REQUESTED COMPLETED 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI INSP RESULT DESCRIPTION RESULTS/COMMENTS 5+ FAMILY PREPARED CITY OF 8/01/05, 15 PORT ANGELES 25,22 SUBDIV PHONE PHONE INSPECTION TICKET INSPECTOR, JAMES L 253 253 LIERLY 840-9912 840-9912 PAGE DATE 2 8/01/05 BRUCE 477-1689 07/07/2005 12,35 PM 07/07/2005 04,06 PM 3rd floor only/jll BUILDING AIR SEAL TIME: 17,00 07/11/2005 01,21 PM JLIERLY 07/12/2005 08,17 AM JLIERLY 2nd floor only BUILDING FRAMING TIME, 17,00 07/11/2005 01,21 PM JLIERLY 2nd floor only 07/12/2005 08,16 AM JLIERLY 2nd floor only BUILDING INSULATION TIME, 17,00 07/12/2005 03,30 PM DYASUMUR BRUCE 477-1689 2ND FLOOR EXTERIOR WALL INSULATION 07/13/2005 08,56 AM JLIERLY --- 2nd floor/jll BUILDING INSULATION 07/13/2005 09,03 AM JLIERLY --- 07/13/2005 03,59 PM JLIERLY ------ BUILDING SHEARWALL TIME, 17,00 07/13/2005 03,45 PM DYASUMUR JAY 253-350-9273 07/15/2005 09,00 AM JLIERLY BUILDING FRAMING 07/20/2005 10,17 AM DYASUMU BRUCE 477-1689 1ST FLOOR FRAMING 07/20/2005 04:07 PM BUILDING SHEARWALL 07/20/2005 02,41 PM BRUCE 477-1689 BAIR 01 7/11/05 JLL 7/12/05 AP BL3 05 7/11/05 JLL 7/12/05 AP BLI 02 7/12/05 JLL 7/13/05 AP BLI 03 7/13/05 JLL 7/13/05 AP BL9 03 7/14/05 JLL 7/15/05 AP BL3 06 7/20/05 JLL 7/20/05 AP BL9 04 ~&f- -------------- COMMENTS AND NOTES DYASUMUR JLIERLY JLIERLY JLIERLY TYP/SQ ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER REQUESTED COMPLETED 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI INSP RESULT DESCRIPTION RESULTS/COMMENTS 5+ FAMILY PREPARED CITY OF 7/21/05, 13 PORT ANGELES 36,48 SUBDIV PHONE PHONE INSPECTION TICKET INSPECTOR, JAMES L LIERLY 253 253 840-9912 840-9912 PAGE DATE 2 7/21/05 ~ ~('v ~I BL3 BL9 BLI BLI BL3 06 03 03 02 05 ~~ 7/14/05 7/15/05 7/13/05 7/13/05 7/12/05 7/13/05 7/11/05 7/12/05 JLL AP JLL AP JLL AP JLL AP BAIR 01 7/11/05 7/12/05 JLL AP BRUCE 477-1689 07/07/2005 12,35 PM 07/07/2005 04,06 PM 3rd floor only/jll BUILDING AIR SEAL TIME, 17,00 07/11/2005 01,21 PM JLIERLY 07/12/2005 08,17 AM JLIERLY 2nd floor only BUILDING FRAMING TIME: 17,00 07/11/2005 01,21 PM JLIERLY 2nd floor only 07/12/2005 08,16 AM JLIERLY 2nd floor only BUILDING INSULATION TIME, 17,00 07/12/2005 03:30 PM DYASUMUR BRUCE 477-1689 2ND FLOOR EXTERIOR WALL INSULATION 07/13/2005 08,56 AM JLIERLY --- 2nd floor/jll BUILDING INSULATION 07/13/2005 09:03 AM JLIERLY ------------- 07/13/2005 03:59 PM JLIERLY- BUILDING SHEARWALL TIME, 17,00 07/13/2005 03,45 PM DYASUMUR JAY 253-350-9273 07/15/2005 09:00 AM JLIERLY BUILDING FRAMING 07/20/2005 10,17 AM DYASUMU BRUCE 477-1689 1ST FLOOR FRAMING COMMENTS AND NOTES JLIERLY JLIERLY TYP/SQ ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER REQUESTED COMPLETED 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI INSP RESULT DESCRIPTION RESULTS/COMMENTS 5+ FAMILY PREPARED 7/20/05, 12 CITY OF PORT ANGELES 59 04 SUBDIV PHONE PHONE INSPECTION TICKET INSPECTOR, JAMES L 253 253 LIERLY 840-9912 840-9912 PAGE DATE 2 7/20/05 -----~~LL: ~ r-- BRUCE 477-1689 07/07/2005 12,35 PM 07/07/2005 04,06 PM 3rd floor only/jll BUILDING AIR SEAL TIME, 17,00 07/11/2005 01,21 PM JLIERLY 07/12/2005 08,17 AM JLIERLY 2nd floor only BUILDING FRAMING TIME, 17,00 07/11/2005 01,21 PM JLIERLY 2nd floor only 07/12/2005 08,16 AM JLIERLY 2nd floor only BUILDING INSULATION TIME, 17,00 07/12/2005 03,30 PM DYASUMUR BRUCE 477-1689 2ND FLOOR EXTERIOR WALL INSULATION 07/13/2005 08,56 AM JLIERLY 2nd floor/jll BUILDING INSULATION 07/13/2005 09,03 AM COMMENTS AND NOTES BLI BLI BL3 03 02 05 7/12/05 7/13/05 7/11/05 7/12/05 JLL AP JLL AP JLIERLY BAIR 01 7/11/05 7/12/05 JLL AP JLIERLY JLIERLY ------~----- TYP/SQ ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER REQUESTED COMPLETED 326 E FRONT ST ROHRER CUSTOM HOMES TUGG ENTERPRIZES LLC 06-30-00-5-9-1810-0000- 04-00000882 RES NEW MULTI INSP RESULT DESCRIPTION RESULTS/COMMENTS 5+ FAMILY PREPARED 7/13/05. 12 CITY OF PORT ANGELES 58 31 SUBDIV PHONE PHONE INSPECTION TICKET INSPECTOR, JAMES L LIERLY 253 253 840-9912 840-9912 PAGE DATE 2 7/13/05 .0ze>..c.s -@- ;p, ;/ .. I>.. (n ft~,"': /yDr t-U(')~-Ib. ~fi.~~'I,Jr ----"-C_J! I i i I I I I I , I I I ! I I I I i I , i I I i I I I I I I I ELECTRICAL INSPECTION., WiRiNG REPORT 417-4735 INSPECTOR .4<-0 t!- r~O"1 r .1( APPROVED o .................OOCH.... O. ......... ROUGH IN/COVER. O. . . . . . . . . . . SERVICE. . . . . . . . . ........ . FINAL... NOT APPROVED ...........0 ..0 ..........0 .........0 x... (j) CORRECTIONS NEEDED: JlN I r .J-.o I L2n~7~t'f- T?:; P Pc.' I/.JvO<f 1"- @ i.AP't~ /l7'ttA'lA:. /.5<f:5'L nLoF A7v.o LLNi? U" " { @ # fl2"zt1;t:i!,cs (? S/.o;8-/"A7V(.L.5 ~J4A'!. d / _",-/8- ~r,i-LJ.s. NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS, INC. (360) 452-1381 &/L~~ O~~N'rRACTOR j ADDRESS ~ ~ ElECTR~CAl iNSPECTION WIRiNG REPORT 417-4735 Gz' - f2'& z--~AbD ~ ,/ /'Z-{T/2v-" .:Sf ..---. ------- APPROVED NOT APPROVED o ................... DITCH ................... 0 )Si ............. ROUGH IN/COVER.............. 0 o .................. SERVICE .................. 0 o .................... FINAL. . . . . . . . . . . . . . . . . . .. 0 CORRECTIONS NEEDED: Q ~.47rA;l.;;-- - zt/!h(..//O ~ ,//~/J/-#'.. ~/"'-S ('/~/- L/~#r--f <;""-0) (t;) /l-;4-x;o &.IL. 5 ?::V ~"'r L--:-'///-f/C ? ~/A?_S NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS, INC. (360) 452-1361 . .' " :'(I'ORT.<1i\( ...O~O~ ...'~('" (}~ Ii' .. ''''-m "'lJ__~'" %'- {:-!f! /C'~,\''v I/.-ORKS&I,) ELECTRICAL INSPECTION WIRING REPORT 417-4735 PER~~~~t5'~'J'NSPECTOR O~~/U- -7 -,dcO ~c-f7UG r".&"ur .Jr. ~ ADDRESS 3z6 L APPROVED D ..... D... ,.. D... D.. ... NOT APPROVED . . . . . . . DITCH. . . . . . . . . . . . . . . . . . . . D . . ROUGH IN/COVER. . . . . . . . . , . . . . . D . . . . . . SERVICE. . . . . . . . . . ....... . FINAL. ....... ..~ . .. D CORRECTIONS NEEDED: 3?6' .Av <- , (0 />7A'7.~ 6& ~ 'If? ~n?~L!~ A/ett<2~LJ, ~ (;'<!:"tlY""'" /&>.o5? -"1~,t&~ ? (!) /ft/,5~ r!LJL/~ C>.N .e~ ai- n.e~,( 8~ I oJ . (; /.4->/ - (f) ~~5 ...... <!PN 5~~.N p~ ~c;: , ~--62,-",/".,. ~./) t:'A-u- ,t~ .. ) / 7?-,1 ~L.L~$.nb^-'-'3. ? c <!P~ t'LJ""T/'c..+:7C ~zr/C /2E._"N.:j~7" NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - ((!t!?~N~/;~ri;:;52'''81 ~/7-~73~ /fL ~ ',/ " d. ~ORT ""'-'10; ....-4.~~ <J~'J, IL~ 0~'~" r." LlG'" IElECTRICAllNSPECTiONl WiRING REPORT 417-4735 Pf;;2.1 -I) :f~ I_PO'TL g 1? s: o~~' 8J;~ . ~ INSPECtOR f- APPROVED NOT APPROVED o ",'............... DITCH '..,..",.,.....,.. 0 o ........"..., ROUGH IN/COVER, . . .. . , . . . . . .. 0 o .................. SERVICE .................. J!? o .................... FINAL.................... d CORRECTIONS NEEDED: GA2..9~ M ~ ~.P..::> >~ ~ ~ .a:&d' -~ ~M ) W:;:t.vz..) M~) - kC( ~~J.J e~~~_~ Wz&~ c~ ~ ;;tu.e 'I g_~~ I ~'t-O. ~~ I~n--r~~~' "'8J5l6 tL~) p~ (/ NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTE:RS, INC. (360) 452.1381 "" '"'' -'" ELECTRiCAL INSPECTION WiRING REPORT 417-4735 ~ATE ' &~ NERIC TRAC~OR 1 ;;i~~~8 z. INSPECTOR .A4O .$" €~C ADDRESS 3':L" L ~7~ .57.__ APPROVED NOT APPROVED o ................... DITCH ................... 0 J{. . . . . . . . . . . . .. ROUGH IN/COVER. ... . . . . . . . . .. 0 o ........'......... SERVICE .................. 0 o .................... FINAL.................... 0 0... ;-j /", ~.,. ~ ~ ~ CORRECTIONS NEEDED: .J c:...~~~ "_ qrX I GL/O''- ~4LL.< ~K 7Z; Ccvtf<.. NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - I I J OLYMPIC PR!NTERS, INC. (360) 452-1381 P!5'e:>~'-"""_c ~. ELECTRICAL iNSPECTION WIRiNG REPORT 417-4735 I~ 32-b ~ ~~G , tf- ~MN'r /b..5/ ?~rrt? ADDRESS APPROVED 0...... .....OOCH....... )& . . . . . . . . . . . . . . . ROUGH IN/COVER. . . . . . D. . . . . . . . . . . . . . . . . SERVICE. . . . . . . . . . D. . . . . . . . . . . . . . . FINAL. . . . . . . - 3' ~Lcm "Z O/VL,.:J- CORRECTIONS NEEDED:@ L i/ ..5..e4nZ'".f/ (fi:J ~~/?>f'_ ~LJ.o/J./b OCOK. /L'~;i!!./?., cp;p~rg . (! U C'A"ff7CN-::J m a/-//J/? L-r//C- ?V/~ c;;J A-VL- _",,'Yh'ct::_ C7?/fr"'--r ~fl...s;nn~ //?-,.c:J~.e...s '7'<L- ::7Z' J"7~p L .~ ;f1-' NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS, INC. (360) 452-1381 W\01/03/20 5 10:48 FAX r~/ --.. - -. --- --- ----.-....-.-.----.----- ./ ~ va n Owner S ~Iecl tal Contractor .... ~ o AIlDu, Permit 0 Alarm 0 Carnh--al C.ommercial -wrResidentia) Job" red by Q Electrical Contractor Q Owner Liccn5C number N 1 LLC inspection B> -t--e.o"-i'- :"-.T' At-..:I ~ I heteb~~ertifY that I am the owner f}f thc above named property OT a licensed electric contractor (or the firm's authorized agent) and am making the elecuical instlllJaf n or alteration in compliance with the electrical law, Chapter 19.28 Re\\', I Sign~l re of owner, electric a contractor or electrical administrator x 1'1...........-' "~Ul..S Insulation Only CEIllNG Insulation Onty '" A~PrQvod 8y Apprond Dy Dlte Cover Cover I I' ale Ap/l,o\l;(l By 0"1; IV- Electrlc~' Load Additions and or sublrgetlona V 0 NO L~AD CHANGES 1" 0 BaSElbhard KW D Fuma~. - KW t:l Heal1~ump Ton o Fan. all KW I ^~pro"l:4 B)' ~00'/001 " ELECTRICAL WORK PERMIT APPLICATION " o Request Inspection o Residential Maint. ~ Signs 0 Thermostat 0 Telecom. Inst3113tion description ~/f t4 ~(rI .'-10..0 Ap ~Y'J>\ (,-e" wI \ - \SbAtt.~ -"Udcr 'fOV ,J-fJD \ A -S !\d J; -ti l5T\'V. \ \ 9JAm~ Fcc \ t~ ^"" ~ v\ (L. > >> /39,30 78,70 J Q Cash Q Check # ;- Q Credit Card Visa Mastercard Discover Card# _Q1l_>~1~_-__...?~YO..r6 Expiration Date of card ~ , lnspecliol'l fel'. S...S16V;:O I\j :~ TIlERMOSTAT I / L lERVICE ~ IfE(2 FEEDER > , ~ I.J OQlr AD~l\1vcl1 By DITCH 3 '/'/'05 ~ Approved.:By Do(c A.rp.ove(l6y Service Information LAA o Overhead Service D Temp Service o Underground Service Voltage Ph...O,DJ Service Size: _ Feeder Size: t_ 1Zt.F 0)774 wI=- 117bW%" >/110 &.v~j-i"f1'I-.. w...L , it :5 3 i"/::!. f'r,......-t.- In~1 cetion '" Area. Building or Equipmrnt Inspected ~ C"'" .5"~)ce:. ~N ~w Action Taken Electrical ~6pec..!or, .. " .. ) /12.0 rrcQ L<f>11.....~<-;~n /fP . .J I , I Azp ~ .> .A-?' 05/05/0 THU 13:04 FAX 360 683 3971 AIR FLO ~IIIHIAU /iJI/a I if: 11 FIA CITY Of F'A tiLDe. DEFT HEATING P:i I; ,:"ill 4; 7 4'7 j I @001 F. 001100 I . .~_.. ,.~:,;,;,~;;~;;;~:~~:~-;;;,;:~:~;~;.;~~~;;~~ --~~.- (,OJ\1PLETE'to'be'..ccept"dJ~ew:-rr.)'ou .Q'll"'.can)"qne.lions,,,,,.U . .. . -., , PERJ\IDS{360) 417-4tlS_ FAX<360)417-47lJ FOR OFF1ClAL USE- ONL 1': Date ke.c.: 'Of; --;.")'--r; -_')- --J'.ji"nr()q..;....8&~-, . n~re APlmwe.d: Date .1S~ued; . ','m --- ---- Appliiil1rot Agent:-'A:i:r- F'trr-!h>~"-- o~)O": Front Street Condos (TUGG Enterorise" r.r.r:) -Add;;,;: 326' E'~'Fr~;;t St~~;;t' --.. ------CitY:--' 1>':';:; A~'8~'l"s .....,._l'JlOue:. f..Il'a-.'WOl-- Phone. (253)973-0409 .Zip,.... 98'362" Archi' ,:ctfEngineer: Contr. ctor Air FIo Heating Addl'e;,s: 221 W. Cedar Phone: Stilte License 1/:AIRFLHC009CRExp: City: SeQllim Phon,,: 683-3901 Zlp: 98382 ZONING: PROJECT ADDRESS: 326 E. Front ~trpp' Port .'RgeIes ~EG) C, DESCRIPTION' Lot: eLA! [,AM COUNTY r AReEt NUMBER: Block: Suhdivision: Credit ( .~d Holde~ N.me: Air Flo HeatiuR Billing Address: 221 W. Cedar Credit ( ard Type VISA-XL--MC TYPE C' F WORK: o ReSl(1.~Dtia1 )C N~w CnllStr. ["] Re-rc.c.\f o Mu.ltJ family 0 AddinoJ) 0 Movt:' 'JiiI C(lm! ,lerci1l1 ["] Rl:ImodeJ 0 Demolition ..,.. ..._..--O..R:cpair.... n, ,--0. ,SIp'- .-. ._ BRIEF, 'ESCRIFTION OF THE PROJECT: Commercial Thermostat WirinR City: S;9~uilB # nn f;llCto Exp. Dale: SlZEfVALUATTON: 1. C,i,3, 'I C lo5nn SF.@$' ISF. ~$~"?, LO SF.@$ ISF~$ SF (ii) $ ISF. ~ $ .TOTAL-~TALL1ATI"N......_$~3. 0cJ o Stove o Garage o Deck ... O..Otber (c.>-Then'Y1DS+a-k, 1Vm-~ SF GGCO ~ COMM:RCULIRESIDEN11AL: OrcuplWcy Group; Occnpant Load: & Proposed Sq. Pt No. (If S' IJri~S: LorS:ize: Existing Sq. Fl. Total lQt c.overag€ Construl;tion Type: - TOTAL S'I' Pt. % . Al'PROYALS: PLAN: BLPG: DPWU: FIRE: OTFfER:_ PLAl'''IING USE ONLY: ESA/W'OOlln(s): 0 Yes D No SEPAC:hecldistroqwred" 0 Yo. 0 Nu Other- BUll.DT ',G pERMIT ArPLICAl'10N sUnMJTTAL: The Buildiug Divisioll !;an provide yon with information on the app.hc8.tiou and plan Stlh:1 'litml requiremr:nts if you have questions. V AJ-,UA nON OF CONSTRTTCTION: T11 aU cases, .a. v.:lhiarion amount must be entf.'.:I'ed by tht': applicant. This fi.gure will be. Teviewed 8ll.dIJJa)' ',f.;revisc-.d by the BuildillgDi\'1.si{'lll to complyvTith cllrrevtfcc sc.hedules. Con1acttbe PnmilCoordWator at4174f<15 for assistance. PLAN C l::lEeK FEK IF a plan check fee- is due it must be submined at the rime thE" building pemut application aud COUSU11ctirJ)J p laus arr. _sJlhlllitte '. All otb!:f pt-.w1it fees are due at the tJ.ntr of p~l1Jllt Uisual)ce. EXPIRf nON 01' PLAN REVl..t\V: If no pelJJ.'lt 15 issue.d"'WitliinJ'Rna.~th~-d:ttt"-of<':lpp:bcatJoll:-n1C-.::Lppikarjol1-\VifJ-r.l.'])irr.:-l.uc.'- Bt.uldin!; )fficial call exrc-.ud the tlmt" fN action l-y Tbe appIical1t up [0 180 days tlrC'lI wnnt:'D. request hy rhe app1ic3Dt (see ScctIuc.RI05.3.2 of th.<.". In' ~,:ua.tit.lDal BuildiuglResidential Code, 200:1). No applicatioll can bE' cJ...'t~ud=d mOTC tb.au OLlee. f hereby C :Htily that I IliJvB r138d Blld eX'amlnf:U this application and know the SBlne to bEJ true and conact. I Bm autllOnzed to apply for this permit alJd understar "t/Jar ff IF- my responsibifity 10 detsrmine what perm1fs are required >nottiJe Cif};'.... at I m -s ain w h permits prior to WDlk. J Datr'7k/nC I f T:\K VESS' :'OG--ff'nl\~-brocbul'es\2D03.BllildintWermit. wpel .f., , /i(f/ " /'-/~,~ ~ "J 12/02/2(04 11:07 FAX [4j 001, ... . .. (i ~,1Y ELECTRICAL PERMIT APPLICATION FOR OFFICIAL USE ONLY ~R= P..,.,,;t1t; o.tcApprcved: Duel.w.lecl The Electrical Permit Application ml,.l$t be flllod out comDlstalv. Please type or reprlntln Ink. tfyou have any que!itlons, pi.iIK. call (360) 417-4735 Fill< numb.r: (360) 417-4711 . 8g.~ , owneror~lec.ContJaclorAQ.nt,9f1flmP FI.f1\TRJUtLCOIJ~TlAJ& liJI', Phone: 452-}l:gq property. (:wner I~~v!~;!~ ~~ Lit- Addr.s.. ,'Z~o.I . , Electr1cal :~ontraClor:5I1f1mP 'GlR"Tl?lCAL.C~\J1tAt~t.:>b Addr.S$;~ \)0 ro'll ",8 ~ F"":~ Pllone: 2.::)3 - S 40 -'1"1 \ ~ CilY:PUYZ//u~. WA.. .. zlp9fj37'-1 ~fjA- P~CDBD'3 , ,1_ liJ~. lIcense'lI' Exp: I .. '23-04 Pilon.: 't5'1.-1~21 CIIY; .p~T M\:,"""J~ ,0.14. Zip: C\Z3H_ INSTAlLJ.rION WIRED BY: (] OWNER 0'ELECTRICAl CONTRACTOR Credit ('ard Holder Name: MAiK W. :)!+fI11)P BlJJlngilddress: 910 W. IO'~ 0fY(.d Crodlt O;Jrd Number: City: ~IS'!'..T t'h.l~ iNt!. &po D;Jte:-- :> 1 Zip: '483., 3 VlSA,X Me: PROJECT ADDRESS: 32.10 f::::. H:b1\JT S--i . 'dNew o A1leratlorllAddition \ --I \ TYPE OF)NORK: Check all that apply: E:J"'Resid(fntlal 0 Multi-family 0 Commercial o Remota Meter 0 Detached garage 0 Hot Tub 0 Swim Pool 0 Septic Pump o Low Voltage i:l Telecom. o"'~ o Mobile Home Sq. Ft Number of Circuits added or altered: DESCRIPTION OF THE ELECTRICAL PROJECT: -r:c1?-1 n ( ?or,llfr - .... ..... o Electrical Heat Load Additions and or Subtracllons \~ Service Information o Basebol1rd o Furnace D Heat PU:'np o Fan-We:1 _KW KW _ TON_ lRA o Overhead Service o Temp Service o Underground Service Voltage: Phase: 0 1 0 3 Service Size; Feeder Size: nined this application and know that same to be true and correct and I am erstand It is not the City's legal responsibility to determine what permits sponsibillty to determine what permits are required and to obtain such. -'''OMt,,,, ~ ~ "'''' ilLhJo<j Owner or Elee:. Cont. Signature: , /2. .~ Oate: i'L/i/o1 T&.AAp If ~ -SC -Pr"'e Corz N~ i II J I ~ PERMIT FEE: $ -:1) .'to C:/ElECTRI(tAlPERMITAPPLICATION daL { hereby ~ authorizs d are requii' 17-/"">/ (j d-- 12,~!.... ~, ID~ ~, CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . .. INSPECTION REPORT.. . . . . . REQUEST: Date t{ - .3 - 0 7 Time <j;<{ ~ r'1"'l Received by OeM. V7 I '5 ~(phone, person) Location of Work to be inspected :;; Z~ E, F rOIA -t- Name of person requesting inspection t2ePtr/ I ~ IE-, Address of person requesting inspection Cor'"f /~ rJ/ Type of Inspection (circle appropriate one): f7 'f-/3 Phone No. '-//7-4SV'l Sewer Foundation Framing Chimney Plumbing Final Permit No, Sewer Excav. Othe.c2A-+~"S> INSPECTION NOTES: Inspected: Date </-</ - 07 Remarks: ~t1"-lred 73" /I--c . I ,I I' f) cc."'Cl Go, (:..-<rOD.r-:V.G. Time I: 0 D A tv1 By M"'-IVl hreo.. k w,+l- (J ,'O-e- . I I iJ~i't Yl /;, f;.. , L Dre ss<' r C.ovfll~~ RESTORATION REQUIRED. . . . ., YES X NO ~{ 'l\Vl.eS PM/<... r rroV\ T c. glIAL, ,-/i'fJeef i z.q I -7/ -0 ~ ~ ~ SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved 0 Gravel I3Asphalt 0 pcc 0 Other u"~t~wdk o Repaired by City Work Order It (.,".)8/-[;- Dot ~..J'c:,vri/? [] Repaired by Permittee ~ COMPLETE SfV1/16' 4'..J o No O.m.g. F07 . ... ~ 0 INCOMPLETE ~~ SIred 1; #z 'lIP (Continue on reverse side if necessary) 1U ~ f(1 STREET SUPERINTENDENT (DATE)