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Home My WebLink About603 E. 2nd Street Address: 2 d Street PREPARED 11/27/13, 9:58:55 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/27/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 603 E 2ND ST SUBDIV: CONTRACTOR GLASS SERVICES PHONE (360) 452-7564 OWNER GEDLUND FAMILY LLC PHONE PARCEL 06-30-00-5-1-2630-0000- APPI, NUMBER: 13-00000623 COMM REMODEL ------------------------------------------------------------------------------------------------ PERMIT: EPIC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 11/27/13 BLDG FINAL tA to November 27, 2013 9:52:07 AM jlierly. 77� ward glass service's -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 13-00000623 Date 6/11/13 Application pin number . . . 923112 Property Address . . . . . . 603 E 2ND ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-2630-0000- REPORT SALES TAX Application type description COMM REMODEL Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . Property Zoning . . . . . . . COMMERCIAL ARTERIAL to the City of Pott Angeles Application valuation . . . . 3500 (Location Code 0502) ---------------------------------------------------------------------------- Application desc ADD MAN DOOR TO EAST SIDE OF BUILDING ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GEDLUND FAMILY LLC GLASS SERVICES PO BOX 359 P. 0. BOX 2559 SEQUIM WA 98382 PORT ANGELES WA 98362 (360) 452-7564 ----------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc . . ADD MAN DOOR TO EAST SIDE BLD Permit Fee . . . 123.75 Plan Check Fee 80.44 Issue Date 6/11/13 Valuation . . . . 3500 Expiration Date 12/08/13 Qty Unit Charge Per Extension BASE FEE 95.75 2.00 14.0000 THOU BL-2001-25K (14 PER K) 28.00 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 123.75 123.75 .00 .00 Plan Check Total 80.44 80.44 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 208.69 208.69 .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 apoicati n and know the same to be true and correct. All provisions of laws and ordinances governing this type of work be complied w w the specified h ein or not. The granting of a permit does not presume to ginaut, , ity to violate or cancel provisio s of; e or riocal law re'f lating construction or the performance of const iction. V Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections. 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Preventionjnspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof I Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs ,Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW Engineering 417-4831 Fire 417-4653 Planning 417-4750 1 1 I Building 417-4815 T.Forms/Building Division/Building Permit THE "'LES CITY OF For City Use Z'3 � 623 Permit# W A S H I N G T 0 N , U . S. Date Received: ACV" &, 321 East Sth Street Port Angeles, WA 98362 Date Approved P: 360-417-4817 F: 360-417-4711 permits9cityofpa.us Building Permit Application Project Address: , #___ r &03 C7 Main Contact: VVA-,2-o D(jAjs(!..6 k g Phone # 49�R- E-Mail:CJaS5q (qC)()!p6Zj4.Co A4 Property Name,,�, Phone (-,I Owner Ma I iling Address Email 4.5 2-3s ) (c)C)-2, City State Zip U)A-. 1 96 36 Z Contractor Name6LASS S�;p tr� Phone 1/5 2- /7,//(o Mailin,Vddresg6, Email C) &�k/ C-J A---' city State Zip a.m_ - 1 9 Contractor License # Expiration: 6�AJ_5.<CC- 0 Project Value: ax Parcel # Lot# TTI Zoning: Type of Residential Commercial Industrial 11 Public 0 Permit Demolition 0 Fire 13 Repair 11 Reroof(tear off/lay over) 0 For the following, fill out both pages of permit application: New Construction 11 Remodel C1 Addition 13 Tenant Improvement 0 L Mechanical 1:1 Plumbing 0 Other 11 Existing Fire Sprinkler S Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes 91 No 1:1 NIA— Project 1W<"qX, Alt-qAJ J-)06/Z tj 1JJAat-7*(JS 6 Description I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signaty e JA_J 2V Residential Structures For Office Use Area Description (SQ FT) Existing Proposed $$value Basement First Floor Second Floor Coveted De�k/Po�rch/Entry Deck Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions (SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) -7v�vnc Dna- 66 Area Totals Lot/Site Coverage Calculations Footprint(SQ FT) of all Structures: Lot Size: %Lot Coverage SQ FT Site coverage (all impervious+ %Site Coverage structures) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping #of Outlets: Appliance Vent # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Siz�: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Vent piping # Sewer Line # Industrial waste pretreatment # interceptor Other(describe): T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX 47 4 A Nfl, OAP """"T"", 41 ' Ile 3" et—q A ItJ plj�'M-P'1. Z' FILF 8r5�Ls it C 0 REGIS s NV la." TAI( CITY OF PORT ANGELES—Constrtiction Planq '7 The Issuance of this permit"., . upon these plans,spe,-irf. cations and other data Oall not prevent the building official from thereafter requiring the correctnn of errors in said Ha ,� ns, specifications and other data, or from preventing building operations being carried on thmunder when in violation of all codes and ordinances of this jurisdiction. Approva I Date LE-L10 G By 50 77 y z x -1655lb/ft 11b 4065.8 Loads:LC 4.IBC 16-10(b) Results for LC 4,IBC 16-10(b) Z-moment Reaction units are lb and b-ft ZENOVIC&ASSOCIATE... SK- 1 SRH CONCRETE WALL LINTEL May 29, 2013 at 2:22 PM 13137 unfitled.r2d Beam: M1 Shape: L6x6x6 Material: A36 Gr.36 Length: 4.33 ft I Joint: NI A lb J Joint: N2 LC 4: IBC 16-10 (b) Code Check: 0.663 (bending) Report Based On 100 Sections 3934.021 at 0 ft fa psi v lb -3934.021 at 4.33 ft 19734.892 at 2.143 ft 142.697 at 0 ft M lb-ft fc psi 1677.067 at 0 ft -3590.942 at 2.187 ft 13789.375 at 2.143 ft D ft didNEM6 psi 1527.777 at 0 ft 067 at 2.143 ft AISC 13th(360-05):ASD Code Check Direct Analysis Method Max Bending Check 0.663 Max Shear Check 0.135 Location 2.187 ft Location 0 ft Equation 1-12-1 Max Defi Ratio L/2602 Bending Flange Non-Compact Compression Flange Slender Qs=.912 Bending Web Non-Compact Compression Web Slender Qa=1 Fy 36000 psi Out Plane In Plane Pnclorn 78543.963 lb Lb 4.33 ft 4.33 ft Pntlom 94419.162 lb KUr 43.664 21.926 Mn'/orn 15207.091 lb-ft Vn/om 29101.796 lb L Comp Flange 4.33 ft Cb 1.189 /)J"O WEDGE ANCHOR AT END OF TOP ANGLE 2 T GENERAL NOTES Y41 Y L6x6x%" ANGLE ONE SIDE Z_ 1. Engineering Design loads: 9 Roof live load: 25 psf (snow) 0 W.EDG&�ANCHOR.AT MID..SPAN 40 2. Construction shall conform to these plans and all Jiro WEDGE ANCHOR applicable codes and local ordinances Including the 2009 AT TOP OF VERTICAL _j Edition of the International Building Code. 1 . . i J&_ _/ 1 5 4 4'-4" MAX. POST INSTALLED ANCHOR NOTES: Uj 1. Adhesive Anchors: Anchoring adhesive shall be a two—component high solids. epoxy—bosed system supplied In manufacturer's standard cartridge and dispensed EX. CONC. WALL through stotic—mixing nozzle supplied by the manufacturer. The adhesive anchor shall 4 015 hove been tested and qualified for performance in cracked and uncrocked concrete per L4x4x%* ANGLE EA. SIDE V) ICC—ES AC308. Adhesive shall be SET—XP Epoxy—re adhesive from Simpson Strong—roe. Z or approved equal. Instoll per manufacture's recommendations. SPECIAL INSPECTION ATTACH VER71CAL ANGLE TO :N REQUIRED CONC. W/WEDGE ANCHOR 0 r, MID HEIGHT Ui 06 JL_J/_ 2. Me onleal Anchors: C/) Expansion: Wedge anchors shall be on imperiol—sized steel threaded stud with an IX integral cone expander and a three—segmented expansion clip. The stud shall be a V) manufactured from carbon steel and the expansion clip shall have two undercutting ATTACH VERTICAL TO CONC. embossments per segment and be manufactured from 316 stainless steel. The anchor W/WMGE ANCHOR AT STM. shall have been tested and qualified for performance In crocked concrete per ACI 355.2 C) and ICC—ES AC193. Anchors shall be Strong—Solt wedge anchors from Simpson Strong—re. Install per manufacture's recommendations. Screw: Anchor shall hove 360* contact with the base material and shall not -K Ono require oversized holes for installation. Fasteners shall be manufactured from carbon NOTEw IX steel. and are heat treated. Anchors shall be zinc plated In accordance with ASTM 1. ALL ANCHORS TO BE SIMPSON B633 or mechanically galvanized In accordance with ASTM 8695. The anchor shall hove WEDGE ANCHORS X*OW LONG, been tested and qualified for performance in crocked concrete per ACI 355.2 and W1W EMBEDMENT INTO CONCRETE LL.Q ICC—ES AC193. Anchors are not to be reused after Initial Installation. Screw anchors i j 5 U 11AJ 0$Uf shall be Titen HD anchors from Simpson Strong—re. Install per manufacturer's utnw 3;in recommendations. it N STEEL LINTEL DETAIL jo 04 STRUCTURAL STEEL 19XZ a ALL STEEL SHALL CONFORM TO THE FOLLOWING: Scale: N.T.S. V) do W—SHAPES ASTM A992. Fy-50KSI VI Ix 6 Or L—SHAPES — ANGLES ASTM A36, Fy-36KSI -9 4:a C—SHAPES — CHANNELS ASTM A36, Fy-36KS1 lax. HSS — SOUARE OR RECTANGULAR STRUCTURAL TUBE ASTM A500 GRADE B. Fy-46KSI Z STEEL PIPE ASTM A53, TYPE E OR S GRADE B. Fy=35KS1 STEEL PLATES AND BARS ASTM A36, Fy-36KS1 P MATERIAL CALLED OUT ON PLANS AS (A36) ASTM A36. Fy-36KSI SCALE: ANCHOR BOLTS/RODS ASTM F1554 GRADE 36. Fy-36KSI AS NOTED COMMON BOLTS ASTM A307 ALL OTHER STEEL UNLESS NOTED OTHERWISE ASTM A36, Fy-36 KSJ DATE: 512912013 STRUCTURAL STEEL WELDING FILE: Structural steel shop drawings shall show all welding with AWS A2.4 symbols. All 4 welding shall be done by AWS/WABO (Washington Association of Building Officials) EX. CONC. WALL 13137 S1 certified welders and In accordance with AWS D11.1. Welds shown on drawings ore 1/2"OW WEDGE JOB NO: the minimum sizes. Increase weld size to AWS minimum sizes. based on plate ANCHORS (TYP.) 13137 thickness. the minimum weld size shall be &". Field welding symbols have not necessarily been Indicated on the drawings. Where shown, proper field welding per CHORS (TY AWS DIA shall be used. Where no Wd welding symbols ore shown, It Is the contractor's responsibility to coordinate the use of shop and field welds. All partial x L6x6x%* ANGLE EA. SIDE D. penetration groove weld sizes shown on the drawings throat thickness. All welds shall be made using low hydrogen electrodes with minimum tensile strength per AWS DIJ (minimum 70 ksi). low hydrogen SMAW electrodes shall be used within 4 hours of opening their hermetically sealed containers, or shall be re—dried no more YC than one at a time, and electrodes that have been wet shall not be used. L4x4ixW ANGLE AN welding shall be performed In strict adherence to a written welding procedure VERTICAL EA. SIDE specification (WPS) per AWS D1.1. All welding parameters shall be within the 3 77 electrode manufacturer's recommendations. Welding procedures shall be submitted -I to the owner's testing'agency for review before starting fabrication or erection. STEEL LINTEL SECTION L copies of the WPS shall be an site and available to oil welders and the special Inspector. Scale: N.T.S. All complete—penetrotion welds shall be ultrasonically tested upon completion of SHEET the connection, except plate less than or equal to J* thick shall be magnetic particle tested. Reduction In testing may be made in accordance with the building code with approval of the engineer. S I OF