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HomeMy WebLinkAbout1943 Rstrm2 W Lauridsen Blvd - Building PREPARED 3/07/11 9 25 52 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/07/11 ADDRESS 1943 RSTRM2 W LAURIDSEN BLVD SUBDIV TENANT NBR CITY OF PORT ANGELES CONTRACTOR ROOT CONSTRUCTION INC PHONE (360) 427 1904 OWNER CITY OF PORT ANGELES PHONE (360) 417 4532 PARCEL 06 30 00 1 1 5100 0000 APPL NUMBER 10 00000039 COMM REPAIR PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLRI 01 9/22/10 JLL BLDG REBAR INSPECTION TIME 09 00 9/22/10 AP September 21 2010 8 58 41 AM 1pangrle LARRY 360 580 1218 REBAR IN CMU CONCRETE BLOCK WALL MORNING September 22 2010 4 40 19 PM jlierly BL99 01 3/07/11 L BLDG FINAL March 4 2011 3 46 03 PM 1pangrle LUCY HANLEY 417 4541 I CONTACTED HER TO FINAL THIS PERMIT BUILDING FINAL COMMENTS AND NOTES Linda Pangrle From Terri Partch Sent: Friday March 04 2011 11.25 AM To Lucy Hanley Cc Linda Pangrle Subject: Pump Station 4 and Lincoln Park restroom projects Hi Lucy Linda Pangrle called to ask about the building permits for these projects Are they complete? If so, can you please work with Linda to get the permits finaled?Thanks! Terri Partch, P E Civil Engineer - Stormwater Manager City of Port Angeles 321 East Fifth Street Port Angeles, WA. 98362 p 360 417 4811 1 f 360 417 4709q �—�,�5 PREPARED 9/22/10 8 39 46 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/22/10 ADDRESS 1943 RSTRM2 W LAURIDSEN BLVD SUBDIV TENANT NBR CITY OF PORT ANGELES CONTRACTOR ROOT CONSTRUCTION INC PHONE (360) 427 1904 OWNER CITY OF PORT ANGELES PHONE (360) 417 4532 PARCEL 06 30 00 1 1 5100 0000 APPL NUMBER 10 00000039 COMM REPAIR PERMIT BPC 00 BUILDING PERMIT COMMERCTAT• REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLRI 01 9/ L BLDG REBAR INSPECTION TIME 09 00 September 21 2010 8 58 41 AM 1pangrle LARRY 360 580 1218 REBAR IN CMU CONCRETE BLOCK WALL MORNING COMMENTS AND NOTES Contractors or Tradespeople Detail Page 1 of 2 kiWashington State Department of Labor & Industries Contractors or Tradespeople Detail Return to List > Start a New Search > 0 Printer friendly Verify Workers Comp Premium Status Check for Dept of Revenue Account About General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance Business and Licensing Information p Name ROOT CONSTRUCTION INC UBI No 602882265 Phone No. (360)427-1904 Status V� ), Active Address 3300 E Mason Lake Dr W License No. v ROOTCC191 3CR Suite/Apt. License Type Construction Contractor City Grapeview Effective Date 2/19/2009 State WA Expiration Date 2/19/2011 Zip 98546 Suspend Date J County Mason Business Type Corporation Specialty 1 ) General Parent Company Specialty 2 1) Unused B Business Owner Information Q Hide All Name Role Effective Date Expiration Date GRAHAM SUSAN ANNE President 02/19/2009 a Bond Information Bond Company Bond Effective Expiration Cancel Impaired Bond Received Bond Account Name Date Date Date Date Amount Date Number 1 AMERICAN 1 6628152 02/19/2009 Until STATES INS CO Cancelled $12 000 00 02/19/2009 O Assignment of Savings Information No records found for the previous 6 year period Insurance Information Company Effective Expiration Cancel Impaired Received https.//fortress.wa.gov/lni/bbip/Result.aspx 8/6/2010 (1/29/2010) Linda Pangrle Re Permits 10-37 & 10-39 Page 1 1 From Terri Partch To Linda Pangrle Date: 1/29/2010 11 23 AM Subject: Re Permits 10-37 10-39 Thank you, Linda I will let you know We're not quite ready to put these out for a contract yet.Trent tells me that some electrical work needs to be done in PS4 I may need to have that permitted,too? Even though I believe Trent will be the designer Thanks. Terri >>> Linda Pangrle 1/29/2010 11 10 AM >>> Hi Terri, Please let me know who the contractors will be for the masonry wall repairs at the pump station and the Lincoln Park restroom. Please also make sure that building inspections are requested,including final inspections. You or the contractors can call my number 417-4815 to schedule inspections. Some contractors call for inspections, but others need to be checked on to ensure they really call for inspections. Thanks, Linda LI C�n S�Vv�`�*��n �c P© GOX G43 Seo t�"aid ,WA- gg550 366 533-49-W �r CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION _ 321 EAST 5TH STREET PORT ANGELES WA 98362 Application Number 10 00000039 Date 1/28/10 Application pin number 607656 Property Address 1943 RSTRM2 W LAURIDSEN BLVD ASSESSOR PARCEL NUMBER 06 30 00 1 1 5100 0000 Tenant nbr name CITY OF PORT ANGELES Application type description COMM REPAIR Subdivision Name Property Use Property Zoning PUBLIC BUILDINGS & PARKS Application valuation 15000 Application desc REPAIR MASONRY WALL FOR THE RESTROOM BY THE SHED Owner Contractor CITY OF PORT ANGELES 0[1 Root Cons'ErV4;;Ko" —XY%(r PO BOX 1150 / 33 oo C Msor. Lake nr W PORT ANGELES WA 983620217 (360) 417 4532 Gr"aviecu, Wpc ggSy(,. Structure Information 000 000 REPAIR RESTROOM MASONRY WALL 3 6(D--L1 2 ( — Igo 4 Permit BUILDING PERMIT COMMERCIAL 'T Additional desc REPAIR RESTROOM MASONRY WALL Permit pin number 159681 Permit Fee 277 75 Plan Check Fee 180 54 Issue Date 1/28/10 Valuation 15000 Expiration Date 7/27/10 Qty Unit Charge Per Extension BASE FEE 95 75 13 00 14 0000 THOU BL-2001 25K (14 PER K) 182 00 Special Notes and Comments January 21 2010 4 33 39 PM Brian 4708 Maintain clearances from overhead electrical conductors Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 277 75 277 75 00 00 Plan Check Total 180 54 180 54 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 462 79 462 79 00 00 Separate Permits are required for electrical work,SEPA, Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. 112912 ao Tffr%Partf F, Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Buil ding Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS — Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION Rebs r',1 CMU (;0nCy1D4C Footings 13116C44 wC l I, 9-217-10 "7 i-L— Stemwall Foundation Drainage/Downspouts Piers y Post Holes(Pole Bldgs) PLUMBING Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL. Walls (� Ceiling FRAMING , Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION Slab Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES. Footin /Slab Blocking&Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /Lighting ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection,Type Date Accepted By 1 Electrical 417-4735 Construction R.W PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 7:SLA, T.Forms/Building Division/Building Permit kS1b 1 to See CoY%AmcAor iv6u fvm Lucy V(0-►1�1 ai�tt-►e Ctw� r BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES For City Use Only Attn Building Permit Technician Date Received_ 321 E Fifth St. Port Angeles WA 98362 Permit# (360)417-4815 fax (360)417-4711 11 o l Date A pproved I I 10 Applicant Terr% Po-riro-% Phone 411 4511 Property Owner Ql A c+ pact Rl"9 , _ Phone qn— 4boo Property Owner's Address Q(5 firt Flnge1c-5 WA. 9034? 21-� Contractor )f- Roo-- Con s�ei�h 0,A xy�.e Phone 3t'ob —533- 4g Z0 Contractor's Addr r6ss Pty Ba,,( X03 , Ha o� ��, W A °18 a Li ( �1 License # foo+cC 1413 e2 Expires21191 1i E-mai PROJECT ADDRESS 19 3 J�99�rm,1Z W L,0. I, l oL Se n g i vd Parcel Number 0 62,0 00 (t t�r�p0 Lot Zoning Project TVpe & Brief Description. ❑ Residential ❑Multi-family A Commercial ❑ Industrial Check all that apply ❑ New Construction ❑Addition ❑ Remodel Repair ma5wo wcklk & oe6t(-ODZn ak wn \ qac-_ �rr Demolition ❑ Re-roof ❑ House ❑ garage ❑ other ❑ tear off& re-roof ❑ lay over one layer ❑ Heat System ❑ Heat pump ❑ wood-burning stove ❑ gas fireplace ❑ pellet stove ❑ other ❑ Other Floor Areas Existing(sq. ft.) Proposed(sq. ft.) Basement @ per sq ft. _ $ 1st Floor 2nd Floor 3I Floor Garage Carport Covered Porch Deck Shed Other TOTAL VALUATION $ 15,000 oa Total footprint of structures sq ft. T Lot size sq ft. = Lot coverage % Site Coverage = the amount of impervious urfa on a parcel including structures pa d driveways sidewa s pati and other impervious surfaces (see PAM 94 135 for exemptions) Site coverage % Max. height of proposed structures ft. Occupancy group #of bedrooms Will a lawn sprinkler system be install d? Occupant load #of full bath Will a fire sprinkler system be insta d? Construction typ #of half b s / have read and completed this application and know it to be true and correct tam authorized to apply for this permit and understand that it is my respo, s.,bility to determine what permits are required, and to obtain permits prior to working on projects Date t 11212010 Print Name Term Pcirrch _ Signature _&h L%,_, T Forms/B.flding Di,isionBuilding permit application NOTES Permit# 10 - 39 Cpe�- 6an7IT-i4,elm-i) n-a itv,, A- 'p,I- -k 61'" 4" oJ- C,- T Forms/Budclin� D �ion/Notes 4t- 1943f 1521 1943 44A I Ike K kt: 146 1541 1539 1521 VC, 1602 15201'� 1500 1434 Lam' 1943 �t 1521 • rf�,. "1743 \ r t \ r CJ x 1 ff � 11 1 + I Restroom @ Lincoln Park Structural Repair for City of Port Angeles 1602 S L .Street Port Angeles, WA 98363 TP# 063000-110700 ANp J.P@T�a FILE IST NAL ENG` CITY Qf PORT ANGELES"Constraciion Plans The Issuance of this permit based upon these plans,specifi- cations and.other data shall.not prevent the building official from thereafter requiring the correction of errors.in said pinr 'Specifications and other data, or from preventing building operations being carried on thereunder when in violation..df ail codes and ordinances of this jurisdiction. Approval Date Le>1 4 SEASONS ENGINEERING, INC 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 S`��� SEASONS (360)452023 - Fax(360)452-3047 ENGINEERING, INC. 619 S. Chase Street-3 Port Angeles, WA 98362 December 28, 2009 City of Port Angeles Attn Terri Partch PO Box 1150 321 E. Fifth St. Port Angeles, WA 98362 Subject: Scope of Engineering for, Structural Repair Restroom @ Lincoln Park 1602 S L Street Port Angeles, WA 98363 Enclosed is the structural design of the Restroom @ Lincoln Park for City of Port Angeles At this time, portions of this structure that have been reviewed by the engineer include 1 Repair for building Please give me a call if you need any additional information Sincerely Donna J Petersen P E. Structural Repair .City of Port Angeles Marine Dr Port Angeles, WA 98362 DESIGN CRITERIA DESIGN STRESSES ELEVATION LESS THAN 625 FT ASTM C 55 8 X 16 MASONRY CONCRETE BLOCK SNOW LOAD GROUND= 25 PSF F'M = 2000 PSI SNOW ROOF = 25 PSF ASTM C 270 MORTER TYPE M OR S DEAD LOAD = 10 PSF (ROOF) FM = 2000 PSI WIND SPEED, VFM= 85 MPH ASTM A615-76A, Grade 60, Fy_ 60,000 psi 3 SEC GUST, V3S = 100 MPH EXPOSURE C SEISMIC ZONE D, REFERENCES (1) INTERNATIONAL BUILDING CODE 2006 (2) MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES ASCE7-05 (3) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES 2005 (ACI 530-05) (4) SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS 2005(ASCE 360) (5) .CONNECTORS FOR WOOD CONSTRUCTION by-SIMPSON STRONG-TIE (6) ROSBORO-APA WOODCAD,VERSION 1 1 by ROSBORO GLULAM RESOURCES 2000 (7) RISA-21) RAPID INTERACTIVE STRUCTURAL ANALYSIS-2-DIMENSIONAL VERSION 6.5 General Notes 1 Ground snow load =25 PSF, roof snow load = 25 PSF 2. Seismic Zone D1 3. Wind,VFM= 85 MPH, 3 second gust,V3S= 100 MPH, Exposure 'C' 4 Notations on drawing relating to framing clips,joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong-Tie Company,San Leandro, CA. Equivalent devices by other manufacturers may be substituted, provided they.have ICBO approval for equal load capacities. 5. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed in accordance with the plans. 6. Contractor shall be responsible for all the required safety precautions and methods, techniques, sequences or procedures required to perform his work. 7 Contractor initiated changes shall be submitted in writing to the structural engineer for approval prior to fabrication or construction 8. Drawings indicate general and typical details of construction,where conditions are not specifically indicated but are of similar character to details shown,similar details of construction shall be used. General Masonry Notes (The Following apply unless shown on the plans) 1 All materials and workmanship shall conform to the requirements of the drawings, specifications, and the 2006 International Building Code. 2. The Quality Assurance program shall comply with the testing and requirements of IBC Chapter 17, Level 1 Special Inspection, per IBC 1704.5 1 3 Concrete masonry units shall conform to ASTM C 55,strength of F'M= 2000 psi. Strength shall be determined in accordance with the strength method, maximum bed joints thickness is 5/8' 4. Mortar shall conform to ASTM C 270 type M or S. Mortar shall conform to the proportion specifications of Table 2103.7(1).attain a 28 day strength of F'M= 2000 psi. 5. Reinforcing steel shall conform to ASTM A615-76A, Grade 60, Fy= 60,000 psi. 6. Reinforcing steel shall be detailed (including hooks and bends) in accordance with 48 bar diameters or 30' minimum. Provide corner bars in all wall intersections. Lap corner bars 48 bar diameters or 30' minimum or as noted on the plans. 7 Shear Reinforcement shall be anchored around vertical reinforcing bars with a standard hook. 8. No bars partially embedded in hardened masonry/mortar shall be field bent unless specifically so detailed or approved by the engineer STRUCTURAL TESTS AND SPECIAL INSPECTIONS TABLE 1704:5.1 LEVEL 1 SPECIAL INSPECTION FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA Continuous Periodically INSPECTION TASK during task during task IBC ACI 530/ASCE '.ACI 530.1/ASCE listed listed section 5/rMS 4022 B/TMS 6020 1 As.masonry construction begins,the following shall be verified to ensure compliance: a.Proportions of site-prepared mortar. X -- — Art.2.6A b.Construction of mortar joints. -- - X — — Art.3.3B c.Location of reinforcement,connectors, prestressing tendons and anchorages. — X — Art.3 4 3.6A d.Prestressing technique. — X — — Art.3.611 e. Grade and size of prestressing tendons and anchorages. — X — — Art.2.411, 2. The inspection program shall verify. 2.411 a.Size and location of structural elements. _ X _ — — Art.3.3G b.Type,size and location of anchors,including — other details of anchorage of masonry to — X Sec. 1.2.2(e), structural members,frames or other construction. — — 2.1 4,3.1.6 c. Specified size,grade and type of reinforcement. X — Sec. 1 13 Art.2.4,3.4 d.Welding of reinforcing bars. X — — Sec.2.1 10.72, - 3.3.3.4(b) — e. Protection of masonry during cold weather (temperature below 40°F)or hot weather _ X Sec.2104.3, (temperature above 909F). 21044 Art. 1.8C, — t. 1. 81) f. Application and measurement of prestressing force. _ X — — Art.3.611 3 Prior to grouting,the following shall be verified to ensure compliance: a. Grout space is clean. _ b.Placement of reinforcement and connectors and prestressing tendons and anchorages. — X — Sec. 1 13 Art.3.4 c.Proportions of site-prepared grout and prestressing grout for bonded tendons. -- X — — Art 2.6B d.Construction of mortar joints. — X — -- Art.3.3B 4 Grout placement shall be verified to ensure compliance with code and construction document provisions. X — — — Art 3.5 a. Grouting of prestressing bonded tendons. X — — — Art.3.6C 5 Preparation of any required grout specimens,mortar specimens and/or prisms shall be observed. X — Sec.2105.2.2, 2105.3 — Art. 14 6. Compliance with required inspection provisions of the construction documents and the approved submittals _ X shall be verified. — — Art. 1.5 L Por SI. 'C=("F 32)/1.R — a. The specific standards referenced are those listed in Chapter 35 2406 INTERNATIONAL BUILDING CODE® 333 A 13'-4 DOWELS FOR HORIZONTAL REINF _ EPDXY#4 REBAR 6 EMB INTO EXISTING MOR TOR — — (SEE NOTES) R R ! I REMOVE AND REPLACE REMAINING CMU BLOCKS 12 CORSES REMOVE AND REPLACE DAMAGED LINTELS Bt— 771- B i A CMU REPAIR . PLAN SCALE. 1/4 = 1 —0' NOTE'S. USE EXISTING REBAR FOR DOWEL WHERE POSSIBLE AT LOCATIONS WHERE DOWEL IS LOCATED INTO A UNFILLED CELL, INCREASE DOWEL EMBEDMENT TO 2.4 AND PACK VOID WITH GROUT DATE. DECEMBER 2009 SEASONS SCALE. _ LII�COLh' PARK i SRA WN BY• DJP RES TR 0 C ENGINEERII`�G, INC (360) 452-3023 CHECKED 619 S. Chase St. Port Angeles, i'FA 98362 SHEET C 4034 VENT CORNER #4 BARS, 24 X 24 #4 BARS, 6 CMB INTO CONCRETE C ELEVATION VIEW A -A SCALE. 1/4 = 1 —0' REMOVE & REPLACE DOOR LINTELS (2) #4 BARS, T & B CORNER #4 BARS, 24 X 24 -J I L T R ELEVA TION VIEW B-B SCALE. 1/4 = 1 =0' DATE. DECEMBER 2009 LINCOLN PARK /� SCALE RESTROOM S"�C®,SO, v S DRAWN BY• DJP _ ENGINEERING, INC (360) 452-3023 CHECKED• _ 619 S. Chase St. Port Angeles, WA 98362 SHEE �----EXIST 2x_ PT SILL PLATE W/ /2 OX10 ANCHOR BOLTS ® 48 OC & 3"X3"X1/4 PLATE WASHERS HORIZ. (2) #4 REBAR T&B _---'-"VERT #4 REBAR 24 D.C. -HORIZ #4 REBAR PER 8"X16 CMU BLOCKS, BRICK LAYOUT 12 COURSES #4 REBAR 30' 0 C. X 30' EPDXY TO EXISTING FOUNDATION W/ SFT EPDXY 6 EMB �-EXISTING FOUNDATION SECTION VIEW C-- C SCALE. 1/4 = 1 -0' DATE. DECEMBER 2009 LINCOLN PARKC� SCALE. RESTROOM SEASONS I DRAWN BY DJP ENGINEERING. INC (360) 452-3023 CHECKED- 619 S. Chose St. Port Angeles, WA 98362 SHEET - EXISTING 8X8X16 CMU BLOCKS AT CRACKED MORTAR JOINTS. o--GRIND AND REMOVE ONE INCH AND REPLACE WITH NEW MORTAR EXISTING WALL SECTION VIEW D—D_ SCALE. 1/4 = 1 —0 DATE. DECEMBER 2009 LINCOLN PARS` scA�E. RESTROOM ��� / ��" DRAWN BY D IP ENGINEERING, INC (360) 452-3923 i_CHECKED• 619 S. Chase St Port Angeles, WA 98362 1SHEET