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Home My WebLink About1424 E. 2nd Street Address: 1424 E 2nd Street PREPARED 7/11/16, 8:21:44 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: PAT BARTHOLICK DATE 7/11/16 --------——----------- -------------' --------—--------------- --------- ADDRESS —---- ADDRESS . : 1424 E 2ND ST SUBDIV: CONTRACTOR J & J CONSTRUCTION PHONE (360) 452-5801 OWNER TIMOTHY C / DARCYNE E ALBRIGHT PHONE PARCEL 06-30-00-5-6-0059-0000- APPL NUMBER: 16-00000381 RES ACCESSORY BUILDING ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 3/30/16 JLL BLDG FOUNDATION FOOTING 4/14/16 AP March 30, 2016 8:37:20 AM jlierly. Scott 461-4724 AM April 14, 2016 8:04:21 AM jlierly. BL2 01 4/04/16 PB BLDG FOUNDATION STEM WALL 4/06/16 AP April 4, 2016 10:06:19 AM pbarthol. Dana 460-2485 April 6, 2016 10:28:08 AM pbarthol. BEXS O1 4/28/16 JLL BLDG EXTERIOR SHEETING 5/10/16 AP April 28, 2016 8:42:25 AM jlierly. - Dean 461-3422 AM May 10, 2016 8:58:04 AM jlierly. BL3 01 6/03/16 JLL BLDG FRAMING 6/03/16 AP June 3, 2016 9:52:23 AM jlierly. SCOTT 461-4724 June 3, 2016 3:50:26 PM jlierly. Air seal included in this inspection/jll BL99 01 7/06/16 PB BLDG FINAL 7/07/16 DA July 6, 2016 10:59:08 AM pbarthol. _ Scott 460-8201 - J&J July 7, 2016 11:40:03 AM pbarthol. P�//yam no electrical BL99 02 7/ /16 �Y BLDG FINAL July 11, 2016 8:26:07 AM pbarthol. -- ------ ---------- -- COMMENTS AND NOTES -------------------------------------- y � CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 16-00000381 Date 3/29/16 Application pin number . . . 270134 .Property Address . . . . . . 1424 E 2ND ST ASSESSOR PARCEL NUMBER: 06-30-00-5-6-0059-0000- Application type description RES ACCESSORY BUILDING REPORT SALES TAX Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY to the City of Port Angeles Application valuation 50000 (Location Code 0502) PP • - . Application desc r ' new garage --------- ------------------------------------------------------------------ Owner Contractor «�Ir TIMOTHY C / DARCYNE E ALBRIGHT J & J CONSTRUCTION 16435 LARKFIELD DR 51 BLACKBERRY LN HOUSTON TX 77055 PORT ANGELES WA 98362 . (360) 452-5801 L Other struct info HARD SURFACE AREA ------------------------------- -------------------------------------------- Permit . . . . . • BUILDING PERMIT -RESIDENTIAL Additional desc DETACHED GARAGE Permit Fee . . . . 670.25 Plan Check Fee 435.66 Issue Date 3/29/16 Valuation 50000 Expiration Date 9/25/16 Qty Unit Charge Per Extension BASE FEE 417.75 25.00 10.1000 THOU BL-25,001-50K (10.10 PER K) 252.50 ---------------------------------------------------------------------------- WSpecial Notes and Comments March 21, 2016 1:34:16 PM tamiot. electrical permit is required for all electrical work. 40" must be maintained between peek of roof and overhead electrical service conductors. 1 The Fire Department has reviewed the project application and has no comments March 28, 2016 2:29:12 PM pbarthol. project will result in the addition of a 600sq ft detached garage. lot coverage will be 2091sq ft / 29.9%. Verify property line for structure with minimum,.setbacks. 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. 5. Protect drain inlets. 6. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS M during project. All disturbed area's on site not covered by new improvements 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 isnot 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 provi ions of state or local law regulating construction or the performance of construction. r. 9 r Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit y 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. I pection TDate Accepted By Comments y ,,OIMDATION: otin s StWwaVLAh4* Foundation Drainage/Downspouts Piers Post Holes(Poldoldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists I Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL. Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type _ Date Accepted By Electrical 417-4735 Construction -R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 CITY OF PORT ANGELES - �� DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 16-00000381 Date 3/29/16 Application pin number . . . 270134 ---------------------------------------------------------------------------- Special Notes and Comments REPORT SALES TAX should meet the attached soil quality and depth standard. on your state excise tax form No downspouts shall be connected to sanitary sewer. Consider applying for the City Green Infrastructure Rebate to the City of Port Angeles of up to $750.00 towards the materials to install rain (Location Code 0502) garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 - ------------------------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 670.25 670.25 ` .00 .00 Plan Check Total 435.66 435.66 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 1110.41 1110.41 .00 .00 r 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 isnot commenced within_180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage I Downspouts 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 FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls I Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type _ Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 THE CITY OF 9 �t }rt1R d3.a i F` r � �# f j�, For City Use Permit # & 3 f W A S H I N G T 0 N , U . S . 321 East Th Street Date Received: Port Angeles, WA 98362 ,� Date Approved: � eL3 cP P: 360-417-4817 F: 360-417-4711 hcatuzo@cityofpa.us Building Permit Application Project Address: Main Contact: Phone # 7 A7 3 �ov 9(of LJ'r 2-1-( Property Nae Phon Owner l ",,. I D�� c�� A 164111-�- ly/ -2-2 - �/.? �S Mailing Address Email City state Zip I CX�S Contractor Name Phone 3►p0 — 46I —L1-7-2, � PO Mailing Address 0 Email PORT ANGE]eoxaW IQs s City State Zip w . Contractor License#� Expiration: �`LoN o 19 t� A /o // 7 Project Value: Zoning: Tax ar el # Lot# $ 5o a00 f S c�o5 f/Oco - Type of Residential ®. Commercial ❑ Industria ❑ P blic ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ For the following,fill out both pages of permit application: New Construction R Remodel ❑ Addition ❑ Tenant Improvement ❑ Mechanical ❑ Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes ❑ No ❑ 1W Project E. ISI A4AC)F— r ZO 5 v Description I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required,and to obtain permits prior to working on projects.I understand the plan review fee is not refundable after review has occurred.I understand that I will forfeit 20%of the review fee if I cancel or withdraw the application before plan review has occurred.I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned,and the fees forfeit. Dat Print Name Signature Residential Structures Area Description(SQ FT) Existing Proposed •Minimum$ : For Office Use value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck Garage (e 007 Carport Other(describe) Area Totals / Commercial Structures Area Description(SQ FT) Existing Proposed Minimum$ For Office Use value Structure(s) Addition Tenant Improvement Other(describe) Area Totals Lot Site Coverage Calculations _ Footprint(SQ FT)of all Structures: Lot Size: %Lot Coverag- 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,Re'cess'ed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # re air 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): ZNp �f�ZGET" ��.SS ST2 JP DRi�r LaNnscAp,s/(� x E)(/5 7—IM4 Nu)5tF x /yZ4 6, Y em-r Av&elES k/, 7 ` O p 1 �nlpsG/}Pi�47� LAwti/ y"WVOn Oe'f-CE p(fo NES/ Zo'K 30 64A RA?-o6 la2RueC. S/yye DIrCu� poop K.unOC61p +a �kr `iv0 SK. Ex;SfiNk e�ai�h KA5r q 4'I PVv O'k 'lis ��v�.r. �•. ass/ONA4E� /�rsf'f 1.•*' 12,� . ' .�, Ngo INFIr.1RAfl�, -MI ,• �:: `,\ 'TYPe'3D e s �1. �NP►w a �' }� .. A x 10 SHED TO rim'2EMovG� -.� F a p� a 6o s•� 0 ue,rro-,. toCo�c, ni Jkc. AP,oN/ Cam 3�'N 2,-, 4-o bee G Mbev S&G� g�AoG .agony 6 11 ,4:,(w.c A Heys __.�NUBIIEO 45PNAc _ AU STOtZ.M%VA7erz 511-a PcA,/ DATE: MAR44 2O J Fo� G-�t,(31ZA2A(wE SEASONS SCALE: J91.7-" z F� TIM A1 4r 4DRAWN J 1.0 101 2 A E. 2 N o sT ENG/NEER/NG, INC. (360) 452-3023 CHECKED: POKT A"&ELE"5 WA, 619 S. Chase St., Port Angeles, WA 98362 SHEET J OF ,LLS (MIN. 48") )R SHEATHING -5 AND @ 12" LINE OF ROOF OVERHANG ABOVE IORIZ. PANEL - - - - - - - - - RACED WALL ; 2 X 4 FRAMED ; ALTERNATE WALLS, TYP. ' + DOOR ; LOCATIONS O i L (WINDOWS OPTIONAL) Ln NS + NOTE: _ ING i 5f-If EXTERIOR ELEVATIONS RING, I FOR SIZES AND FUNCTION O I 3 � � w GARAGE ADERS j CONCRETE SLAB FLOOR o J c NSIONS �` r ��. v ti :ETE OR AS SHOWN / 0� 0 LINES OF OPEN_ _ _ p DOOR ABOVE — — — — — Ln OG8 \r _ DOOR I I\\ GHT FIXTURE I JTLET in I ' G U 24�"-V4 I LIGHT FIXTURE ; SUB-PANELJ 11 I -- - - -- - - - - - - - - - - - - - ' 16' W. X H. !GARAGE DOOR ER LOCAL -- 1 O'-O" CONSTRUCT i ) 01-011 "ALTERNATE B WALL PANEL - FLOOR PLAN PORTAL FRAM DETAIL SCALE:1/411 Storm Water Plan for Tim Albright Garage X424 East 2"d Street, Port Angeles WA Summary, This project involves the construction of a 600 square foot garage at the site of an existing residence in Port Angeles WA. The City of Port Angeles Stormwater Standards require application of the minimum elements 1-5 per the Department of Ecology Stormwater Management Manual for Western Washington as a condition of the site development. Stormwater detention will be provided by an underground retention system with an above ground catch basin overflow to the existing alley to the south. The alley has an inverted profile and the stormwater is routed to the west from the alley. Minimum Requirement#1 Preparation of Stormwater Site Plan A Stormwater site plan has been prepared for this project by 4 Season Engineering, inc. and specifically, Jay S. Petersen PE licensed Civil Engineer. Minimum Requirement#2 Construction Stormwater Prevention Plan The stormwater pollution prevention plan is to keep all construction runoff on site during construction. The existing gravel parking lot will be used for construction access and • laydown area. The contractor will maintain best management practices during the redevelopment of the site. Minimum Requirement#3 Source Control of Pollution The contractor will utilize best management practices to control pollution during construction. This may include holding off grading during wet periods. The existing gravel parking lot will be used for the construction entrance. Additional gravel may be added to help stabilize the ground as needed. Minimum Requirement#4 Preservation of Natural Drainage Systems and Outfalls This roof runoff will be routed to an infiltration/retention trench with an above ground overflow. Over flow will be to the alley, the same location as the existing drainage. Minimum Requirement#5 On-site Stormwater Management On-site stormwater management will include collecting the runoff from the new roof and routing to an onsite retention system. A small project drainage plan has been developed to detail the stormwater components. The roof runoff will be directed to an underground infiltration/retention system. The retention system will include 15 feet of H-20 infiltrators surrounded by crushed rock. This will provide a degree of storage and infiltration. Uderlying soils were identified as gravelly sandy loam by field examination. This material is quite permeable. The retention system will have an overflow to the existing the alley. The detention system will be located under the existing parking area. Calculations for the sizing of the system were done using the Clallam County Rational method for detention with a time of concentration 6.3 minutes. Signed, y 5 ALTERS Nr OF WAS11/ C Jay S. Petersen PE 4 Seasons Engineering, Inc. z 189 , �`� 0 RtoIS'V �" ' FF � SSIUN A4� '.ZED 57"TLGPT C>�SS ST2/P' .� t r>. ,r � E SlPts WAd.tC r• � � cat/ G GAN t N C PR n L SA EX 15 T/NCS A10056 Y /y24 E. ZN95 Y �ortT�wCse1E5 IJ�4 .. } y � 3 0 FIAT-/o Aq i LTJ Ga /: wvar Fig 5 pE E s bon C7Rsauei. , '- S�,Pe prr ccs l¢oe F' R v dv.F�ao `ti,P 789: ar SSIONAL�� go ---Mr A X e SH.6U. fp rpt l2EMovro TYK 30.it s <r ,, 77 :77' oye.,Flow fo . (O.-c. 0--^ Ac, A;p.onJ. Aft:*.3�' 2, bee A)Jty 5& rX5-r4oc& " °Wfbs .44v t ANey � u E.y iNvC✓L dN!/BAY6/� 45?4A ,... ....... .. .. r: it .. i ..... : .... STQr�r WMT S�fF. Pu' Y DATE: MARQ4 ;0)� Foy CaA2Al+�E SEASONS SCALE ,.,-= z h4 Ft - r AL43xi(a.4-r DRAWN BY: ✓L�lo 2 E• Z N o s-r ENG/NEER/NG, INC. (360) 452-3023 CHECKED: PORT AVVE465 WA, 619 S. Chase St., Port Angeles, WA 98362 SHEET 1 OF � 4SEASONS ) 452-3047 ENGINEER/�IlG, INC. 619 S. Chase Street_30PPort Angeles,WA 98362 Clallam County Drainage Guidelines Rational method for 25 year time of concentration 6.3 minutes Albright garage 1424 E.•2nd Street . 600 square feet garage Pre-Development Drainage Analysis Surface Runoff Coefficient Rainfall Intensity Area Runoff Rate Inches/hour Square Feet cubic feet/sec landscaping 0.25 1.5 1422 0.0122 grass 0.25 1.5 2100 0.0181 gravel 0.8 1.5 870 0.0240 concrete 0.9 1.5 1064 0.0330 roof' 0.9 1.5 1544 0.0479 Total 0.1351 cubic feet per second Post Development Runoff Surface Runoff Coefficient Rainfall Intensity Area Runoff Rate Roof 0.9 1.5 2064 0.064 Concrete 0.9 1.5 1228 0.038 Lawn 0.25 1.5 2100 0.018 Landscaping 0.25 1.5 883 0.008 gravel 0.8 1.5 725 0.020 Undisturbed 0.25 1.5 0.000 Storm Water Detention Required Total 0.148 cubic feet per second Post Development-Pre Development for 30 minutes. 22.61 cubic feet Detention Trench Sizing Width Depth Length Pipe Diameter Trench Volume 2 1.2 10 4 24.00 Note, use 2 H-20 infiltrators,actual volume is 29.3 cubic feet Detention volume exceeds required? 1.4 cubic feet Summary Trench Length 10 feet Trench Width 2 feet Orifice Diameter inches Pipe Diameter 4 inches 12.5 feet or 2 sections of H-20 chamber,traffic rated by Infiltrator Systems. Inc. yS'P Fti . �� F nS1 N 3' w A 2 '!p R�rIS'[ 1()N Al-F�`, Page 1 Temporary Erosion and Sediment Control Plan Tim Albright Garage 1424 East 2"d Street, Port Angeles WA Temporary Erosion and Sediment Controls for this new garage construction shall include the use of Best Management Practices to control erosion. Specific details include: 1. Control of construction access to the site. The permanent access to the garage lot will be from the alley. This area is presently covered with crushed rock and has been used for parking in the past. Construction vehicles will generally park on the gravel parking area during construction to avoid creating a muddy construction entrance. In the event of tracking, the contractor will sweep the roads to remove the tracked mud and debris. 2. Sediment control BMPs will include minimizing construction access, scheduling earthwork during the dry time of the year, and using sand (reject)to cover exposed soft soils around the building, and placing additional crushed rock as needed to stabilize the construction area. 3.Stabilizing of exposed soils will include use of sand or crushed rock over soft soils and covering spoil piles with either mulch, straw, or plastic during periods of rain. It is anticipated that the grading of the parking area and construction of the infiltration area will be in a 1 week window. After the infiltration trench is constructed the area will be re-graded and crushed rock will be placed in the parking area. Excess soils from excavation of the foundation and retention trench shall be loaded and hauled away. 4. Protection of slopes from erosion will be per item 3 above. There are no steep slopes on this site. 5. A filter sock shall be installed on the top of the new catch basin during construction. 6. Control of pollutants will be done by use of common sense and best management practices. At this time any spills will be contained onsite by the natural topography. Any spills of paint, petroleum, etc. shall be cleaned up using appropriate methods, including oil absorbent rags. Concrete wash out if done onsite shall be contained within the lot. The concrete supplier will be encouraged to do the washout off site. Concrete washout water shall not be allowed to enter the storm drain directly. 7. The temporary erosion and sediment control items shall be inspected and maintained through out the construction period. Parking Lot Catch Basin Maintenance and Operation Schedule Tim Albright garage 1424 East 2"d Street, Port Angeles WA Maintenance and operation of the storm drainage system for the garage and parking area at 1424 East 2"d Street shall include periodic cleaning of the catch basin. The catch basing shall be cleaned by vacuum truck or by hand at intervals of 2 years or less. Visual observations shall be made during peak rainfall to determine if the system is operating as designed. The catch basin shall be cleaned of accumulated debris as needed. Specific time and details are indicated in the attached pages from Chapter 4 Volume 5 of the Washington Department of Ecology Stormwater Management Manual for Western Washington. Maintenance and operation of the system will be by the owners, Tim Albright. — t t _ UR CY' x. re . P • r (, IO r t•, t a / �x 'w4 Z"If 4jr-i DETACHED GARAGE STRUCTURAL DESIGN for TIM ALBRIGHT 1424 E SECOND ST PORT ANGELES, WA 98362 TP# 063000-560059 �o o�.wAS,,,1 �� rUt QIST1 ` ?� �`rS/ON AI-LAG 4 SEASONS ENGINEERING, INC. 619 SOUTH CHASE STREET FILE COPY PORT ANGELES, WA 98362 SEASONS INS.. 619 S. Chase Street_30Port Angeles, 452-3047 ENGINEERING, WA 98362 January 5 City of Port Angeles Community & Economic Development Department Attn: Jim Lierly 321 E Fifth St Port Angeles, WA 98362 Subject: Scope of Engineering for: STRUCTURAL DESIGN TIM ALBRIGHT 1424 E SECOND ST PORT ANGELES, WA 98362 Enclosed is the structural design of the DETACHED GARAGE for TIM ALBRIGHT. At this time, portions of this structure that have been reviewed by the engineer include: 1. Lateral Forces 2. Beams and Headers 3. Foundation Please give me a call if you need any additional information. Sincerely Donna J. Petersen P.E. STRUCTURAL DESIGN TIM ALBRIGHT 1424 E SECOND ST PORT ANGELES, WA 98362 DESIGN CRITERIA DESIGN STRESSES RISK CATEGORY II DOUGLAS FIR/LARCH #2- 2 & 4 x Fb= 900 PSI ELEVATION LESS THAN 625 FT Ft= 575 PSI Fv= 180 PSI SNOW LOAD GROUND = 25 PSF E= 1.6 (10)6 PSI 30 SNOW ROOF ='2&PSF DOUGLAS FIR/LARCH #1&BETTER Fb= 1200 PSI LIVE LOAD = 40 PSF (FLOOR) Ft= 800 PSI Fv= 180 PSI DEAD LOAD = 10 PSF (FLOOR) E= 1.8 (10)6 PSI DEAD LOAD = 10 PSF (ROOF) HEM FIR#2- 2 & 4x Fb= 850 PSI DEAD LOAD = 7 PSF (CEILING) Ft= 525 PSI Fv= 150 PSI VW;nd= 130 MPH E= 1.3 (10)6 PSI EXPOSURE C GLU-LAM BEAMS 24F-V4 Fb= 2400 PSI (T) BOTTOM SEISMIC ZONE D Fb= 1850 PSI (T) TOP Fv= 265 PSI SOIL BEARING = 1500 PSF E= 1.8 (10)6 PSI REFERENCES (1) INTERNATIONAL BUILDING CODE 2012 (2) MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES ASCE7-10 (3) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2005 (NDS-05) (4) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 2005(ACI 318-05) (5) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG-TIE (6) BC CALC.VERSION 4.0.1926.1211301328 US (7) RISA-21) RAPID INTERACTIVE STRUCTURAL ANALYSIS-2-DIMENSIONAL VERSION 6.5 General Notes 3o 1. Ground snow load=25 PSF,roof snow load'2&PSF 2. Maximum soil bearing capacity=1500 PSF 3. Seismic Zone D. 4. Wind,V=130 MPH,Exposure"C". 5. 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. 6. Roof Trusses:Trusses shall be designed by the manufacturer and design calculations shall be submitted for approval prior to fabrication. Each wood truss shall carry a grading stamp. Top chord members shall be sized to accommodate roof snow load and appropriate snow drifts as noted in the IBC. No field modification of trusses will be allowed without the engineer's approval. Live load truss deflection shall be limited to L/360. Total load deflection will be limited to L/240. 7. Girder trusses shall be attached to wall framing with Simpson LGT2,minimum 2000 pounds uplift,or equal. 8. 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. 9. Contractor shall be responsible for all the required safety precautions and methods,techniques,sequences or procedures required to perform his work. 10. Contractor initiated changes shall be submitted in writing to the structural engineer for approval prior to fabrication or construction. 11. 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 Concrete 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 2012 International Building Code. 2. Concrete shall attain a 28 day strength of F'c=2500 psi,5 1/2 sacks of cement per cubic yard of concrete. 3. Reinforcing steel shall conform to ASTM A615-76A,Grade 40,fy=40,000 psi. 4. Reinforcing steel shall be detailed(including hooks and bends)in accordance with 30 bar diameters or 2'-0"minimum. Provide corner bans in all wall intersections. Lap corner bars 30 bar diameters or 2'-0"minimum. 5. Lap adjacent mats of welded wire mesh one full mesh at sides and ends. 6. No bars partially embedded In hardened concrete shall be field bent unless specifically so detailed or approved by the structural engineer. 7. Concrete protection(cover)for reinforcing steel shall be as follows: Footings and other unformed surfaces: earth face 3" Formed surfaces exposed to earth,walls below ground,or weather: #6 bars or larger 2" #5 bars or smaller 1-1/2" Walls interior face 3/4" 8. Footings shall bear on solid unyielding natural earth free of organic material12"below original grade. 9. Concrete slabs in living spaces shall be 4 Inches thick minimum,with 6x6,10 ga W.W.M.over 2"clean damp sand,over 6 mil vapor barrier,over 4"crushed rock,over compacted subgrade. 10. Other concrete slabs shall be 4 Inches thick minimum,with 6x6,10 ga W.W.M.over 4"crushed rock,over compacted subgrade. Wood Framing Notes (The Following apply unless shown on the plans) 1. All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards of the 2012 IBC. 2. Minimum nailing requirements:Unless otherwise noted,minimum nailing shall be In accordance with Table 2304.9.1 of the 2012 IBC 3. All structural framing lumber such as 2x_joists,and rafters to be Douglas Fir No.2,Spruce/Pine/Fir No.2,or Hem/Fir No.2 kiln dried. 4. All 2x_studs and blocking to be Douglas Fir construction,Spruce/Pine/Fir construction,or Hem/Fir construction grade. 5. All structural posts to be Douglas Fir No.2. 6. All structural headers to be dbl 2x_or 4x_Douglas Fir No.2. 7. All Glu-lam beams to consist of Douglas Fir kiln dried 24F-V4 standard grade unless noted otherwise on plans. 8. All 2x framing lumber exposed to weather,and/or moisture shall be Hem-Fir No.2,pressure treated in accordance with the American Wood Preservers Association standard for above ground use. 9. All 4x and 6x structural lumber exposed to weather,and/or in ground contact shall be Hem-Fir No.2,pressure treated in accordance with the American Wood Preservers Association standard for ground contact use. 10. Framing connectors,nails,bolts,and other fasteners In contact with pressure treated wood shall have the following finishes: Wood Treatment Finish CCA-C and DOT Sodium Borate SBX Galvanized,0.60 oz/ft ACQ-C,ACQ-D,CBA-A,CA-B,Other Borate(Non- Post Hot-Dip Galvanized, ZMAX galvanized, 1.85 DOT) oz/ft2',or SST300Stalnless Steel Steel Ammoniacal Copper Zinc Arsenate (ACZE) SST300Stainless Steel and other pressure treated woods. 11. When using Stainless Steel or hot-dip galvanized connectors,the connectors and fasteners should be made of the same material. Stainless Steel fasteners shall not be use in applications where contact with Galvanized and Post Hot-Dip Galvanized metals will occur. 12. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12"o.c.staggered. 13. All columns in framed walls to be well nailed Into adjacent framing in order to resist lateral movement. 14. Provide solid blocking for wood columns and multiple studs through floors to supports below. 15. Provide 4x10 headers,or double 2x10 headers over and one trimmer and one king stud each side of all openings 5 feet or less in width in stud bearing walls not detailed otherwise. 16. Provide 4x10 headers,or double 2x10 headers over and two trimmers and one king stud each side of all openings greater than 5 feet In width in stud bearing walls not detailed otherwise. 17. Provide 4x8 headers,or double 2x8 headers over and double studs each side of all openings In non-structural stud walls not detailed otherwise. 18. At joist areas:Provide solid blocking at bearing points and at intermediate bearing locations.Provide double joists under all load bearing partitions. Provide double joists each side of openings unless detailed otherwise. 19. Provide double joist headers and double joists each side of all openings In floors and roofs unless detailed otherwise. 20. Toenail joists to supports with 3-8d nails. 21. Attach joists to flush headers and beams with Simpson"U"series metal joist hangers to suit the joist size. 22. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12"o.c.staggered,unless otherwise noted in the shearwall schedule. 23. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with 8d nails @ 6"o.c.to framed panel edges and over stud walls shown on the plans @ 12"o.c.to intermediate supports. Provide approved plywood clips @ 16"o.c.at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d @ 12"o.c.,unless otherwise noted in the shearwall schedule. 24. Provide continuous solid blocking at mid-height of all stud walls over 10'In height unless wall Is blocked per shear wall note. 25. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. -Design Maps Summary Report http://ehp4-earthquake.cr.usgs.gov/designmaps/us/summary.php?templ... WU,3M Design Maps Summary Report User-Specified Input Report Title ALBRIGHT Mon January 19, 201519:41:59 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available In 2008) Site Coordinates 48.10760N, 123.4099°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III 5111i 5000m wS WA TES' BA`r` a Part Angelos '^k Q 4 Part Anealas ti ° rye r {/ ('y Alr 51. 10� z ,� ERICA R ; ' ��q s f' "� • ' ��,a Glx a m ., �, „�,a - 1' ' g 2015"nA 1' � � x� �,• � 0' 3(IQuRit USGS-Provided Output Ss = 1.577 g Sms = 1.577 g SDs = 1.052 g S1 = 0.631 g SM, = 0.947 g Sp, = 0.631 g For information on how the SS and S1 values above have been calculated from probabilistic(risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRV building code reference document. MCEa Response Spectrum Design Response Spectrum 1.76 1.60 1.10 1.44 0.99 1.28 0.88- 1.12 0.77 � 0.80 y 0.55 N 0.65 0.44 0.48 0.33 0.32 0.22 0.16 0.11 0.00 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.20 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T(sec) Period, T(sec) Although this information Is a product of the U.S. Geological Survey,we provide no warranty,expressed or Implied,as to the accuracy of the data contained therein.This tool Is not a substitute for technical subject-matter knowledge. 1 of 1 1/19/2015 11:42 AM ALBRIGHTASE.20121RC LATERAL.15.xlsx TIM ALBRIGHT 1424 E SECOND ST PORT ANGELES,WA 98362 MAIN LATERAL FORCE RESISTING SYSTEM-WIND LOADS GROUND LATERAL FORCE RESISTING SYSTEM-SEISMIC LOADS 0.6(AREA)(PRESSUREuLENGTH a DESIGN WIND SHEAR 0.7E/LENGTH-DESIGN SEISMIC SHEAR WALL TRIB WIDTH HEIGHT PS FORCE LENGTH SHEAR DESIGN TRIG WIDTH DL SHEAR SHEAR SHEAR DESIGN AREA FT. FT. PSF LBS FT PLF W SHEAR AREA FT. PSF COEFF. LBS PLF E SHEAR A A 6.0 4.0 39.33 ROOF 20.4 17 B 6.0 5.0 12.29 FLOOR 0.0 17 C 9.0 4.0 29.29 WALL 8.0 8 D 11.0 5.0 10.82 2962.2 20 148.1 88.9 ETC. 0.0 8 0.162 1329.7 66.5 46.5 B A 6.0 4.0 39.33 ROOF 20.4 17 B 6.0 5.0 12.29 FLOOR 0.0 17 C 9.0 4.0 29.29 WALL 8.0 8 D 11.0 5.0 10.82 2962.2 20 148.1 88.9 ETC. 0.0 8 0.162 1329.7 66.5 46.5 1 A 6.0 5.3 39.33 ROOF 13,6 17 B 12.29 FLOOR 0.0 17 C 4.0 5.3 29.29 WALL 8.0 8 D 10.82 1854.0 30 61.8 37.1 ETC. 0.0 8 0.162 1433.3 47.8 33.4 2 A 6.0 5.3 39.33 ROOF 13.6 17 B 1229 FLOOR 0.0 17 C 4.0 5.3 29.29 WALL 8.0 8 D 10.82 1854.0 30 61.8 37.1 JETC. 0.0 8 0.162 1433.3 47.8 33.4 ALBRIGHTASE.20121RC LATERAL.15.xlsx TIM ALBRIGHT 1424 E SECOND ST PORT ANGELES, WA 98362 PERFORATED SHEAR WALL DESIGN WALL DL ROOF DL FLOOR DL 8 17 17 WIND SEISMIC OVERALL MINIMUM PIER RESISTANCE EFFECTIVE DESIGN SHEAR TRIB TRIS MAIN WALL SHEAR SHEAR HEIGHT1 WIDTH HEIGHT WIDTH MAX OPENING %OF WALL %OF FULL ADJUSTMENT WIDTH SHEAR WALL ROOF FLOOR UPLIFT HOLDDOWN SHEAR LEVEL PANEL PLF PLF FT. FT. FT. FT. HEIGHT(FT.) HEIGHT HEIGHT SHTHG. FACTOR FEET PLF TYPE FT. FT. LBS. REQ'D RATIO A 88.9 1 46.5 20 H A 444.3 232.7 8 2 7 2 0 0 1.00 1.00 2.00 406.6 3 2 0 3495.9 HDU4 OK k B 444.3 232.7 8 2 7 2 0 0 1.00 1.00 2.00 406.6 3 2 0 3495.9 HDU4 OK B 88.9 46.5 20 A 88.9 46.5 8 20 8 20 0 0 1.00 1.00 20.00 63.5 1 326.9 NONE OK 1 37.1 33.4 30 A 37.1 33.4 8 30 7 4 6.7 84 0.80 0.76 18.29 54.9 1 0.0 NONE OK 2 37.1 33.4 30 A 37.1 33.4 8 30 8 13.5 3 38 1.00 1.00 29.96 33.5 1 0.0 NONE OK >�l> ?5 L;,l i_Q i io C'N ®Boise Cascade Single 3-1/8" x 9" BOISE GLULAMO 24F-V4/DF Roof Beam1RB01 BC CALCI Design Report Dry 1 span No cantilevers 10/12 slope Monday, January 19, 2015 """""""" Build 3272 File Name: ALBRIGHT.BC.bcc Job Narne: Description: Designs\RB01 Address: Specifier: City, State, Zip: , Designer: Customer: Company.- Code ompany:Code reports: ANSI 117-2010 Misc: l° 12 BO 16-06-00 B1 Total Horizontal Product Length= 16-06-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 428/0 743/0 B1, 3-1/2" 428/0 742/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 16-06-00 15 30 03-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 4,562 ft-lbs 47% 115% 4 08-03-00 be verified by anyone who would rely on End Shear 1,022 lbs 17.9% 115% 4 01-00-08 output as evidence of suitability for Total Load Defl. U311 (0.618") 57.8% n/a 4 08-03-00 particular application.Output here based !_ive Load Defl. U491 (0.392") 48.9% n/a 5 08-03-00 on building code-accepted design o properties and analysis methods. Max Defl. 0.618" 61.8/o n/a 4 08-03-00 Installation of BOISE engineered wood Span/Depth 21.4 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x3-1/8" 1,170 lbs n/a 16.5% Unspecified (800)232-0788 before installation.\n\nBC p CALCO,BC FRAMER®,AJS , B1 Post 3-1/2"x 3-1/8" 1,170 lbs n/a 16.5% Unspecified ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMT"',SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, For roof members with slope (1/4)/12 or less final design must ensure that ponding instability VERSA-STRAND®,VERSA-STUD®are will not occur. trademarks of Boise Cascade Wood For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow Products L.L.C. surcharge load. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boise Cascade Double 2 x 6 DFL #2 Roof Beam1R1302 BC CALCI Design Report Dry 1 span No cantilevers 10/12 slope Monday, January 19, 2015 — Build 3272 File Name: ALBRIGHT.BC.bcc Job Name: Description: Designs\RB02 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: WCLIB/WWPA Misc: 12 03-03-00 BO 61 Total Horizontal Product Length=03-03-00 Reaction Summary(Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 299/0 585/0 81, 3-1/2" 299/0 585/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 03-03-00 15 30 12-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 530 ft-lbs 31.2% 115% 4 01-07-08 be verified by anyone who would rely on End Shear 476 lbs 20.9% 115% 4 00-09-00 output as evidence of suitability for Total Load Defl. U999 (0.011") n/a n/a 4 01-07-08 particular application.Output here based wive Load Defl. U999 (0.007") n/a n/a 5 01-07-08 on building code-accepted design Max Defl. 0.011" n/a n/a 4 01-07-08 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 6.1 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3" 884 lbs n/a 13.5% Unspecified (800)232-0788 before installation.\n\nBC p CALC®,BC FRAMER®,AJS , B1 Post 3-1/2"x 3" 884 lbs n/a 13.5% Unspecified ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAMS,VERSA-RIM PLUS®,VERSA-RIMS, For roof members with slope(1/4)/12 or less final design must ensure that ponding instability VERSA-STRAND®,VERSA-STUD®are will not occur. trademarks of Boise Cascade Wood For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow Products L.L.C. surcharge load. Notes I Design meets Code minimum (U180)Total load deflection criteria. Design rneets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. Deflections less than 1/8"were ignored in the results. Page 1 of 1 Address: 1424E 2nd Street PREPARED 6/24/13, 9:05:31 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/24/13 ----- --------------------------------- ADDRESS . : 1424 E 2ND ST SUBDIV: CONTRACTOR : PHONE : OWNER PETERSON, MARY PHONE ( 36) 452-8501 PARCEL 06-30-00-5-6-0059-0000- APPL NUMBER: 13-00000611 INSPECTION ONLY ------------------------------------------------------------------------------------------------ PERMIT= BNOP 00 BUILDING PERMIT - NO PR FEE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 6/24/13 L BLDG FINAL �I Mary 460-0161 ------- ---------------------- ♦ --------- COMMENTS AND NOTES ----------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 13-00000611 Date 6/05/13 Application pin number . . . 819030 Property Address . . . . . . 1424 E 2ND ST ASSESSOR PARCEL NUMBER: 06-30-00-5-6-0059-0000- REPORT SALES TAX Application type description INSPECTION ONLY Subdivision Name . . . . . . on your state excise tax form Property Zoning . . . . RS7 RESDNTL SINGLE FAMILY to the City of Port Angeles Application valuation 0 (Location Code 0502) Application desc FINAL INSPECTION FOR PERMIT# 04-568 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PETERSON, MARY OWNER 1424 E 2ND ST PORT ANGELES WA 98362 ( 36) 452-8501 --------------------------------=------------------------------------------- Permit . . . . . . BUILDING PERMIT - NO PR FEE Additional desc . . FINAL INSPECTION PERMIT 04-568 Permit Fee . . . . 50.00 Plan Check Fee .00 Issue Date . . . . 6/05/13 Valuation . . . . 0 Expiration Date 12/02/13 l Qty Unit Charge Per Extension BASE FEE 50.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due . Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total .00 .00 .00 .00 +� Grand Total 50.00 50.00 .00 .00 F' 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 t provisions of any state or local law regulating construction or the performance of construction. oblo ate Print Name Signature of Contractor or Authorized Ag nt Signature of Owner(if owner is builder) T:Forms/Building Division/Building=Permit BUILDING PERMIT INSPECTION RECORD - PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) N Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit IY :�� LES For City Use W A S H I N G T C1 N , U . S . Permit# �3 "Q0 Date Received: 321 East S' Street Port Angeles, WA 98362 Date Approved P: 360-417-4817 F: 360-417-4711 permits@cityofpa.us Building Permit Application Project Address: � 2�1 V� �5' Main Contact- Phone # Numlf'��.�W�o - E-Mail: 4LOD- Property Nameb�)Rg� Phone Owner W MarA dres Email n a � city State J J Zip Contractor Name Phone i Mailing Address VEmail City State Contractor License # Expiration: Project Value: Zoning: Tax Parcel # Lot# $ Type of Residential Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ For the following, fill out both pages of permit application: New Construction ❑ Remodel P1 Addition , Tenant Improvement ❑ Mechanical ❑ Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes ❑ No - Z Project _�7oJz- �23'► �e�-��{ -S(o 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 Sign re Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions (SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) 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 Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Vent piping # Sewer Line # Industrial waste pretreatment # interceptor Other(describe): T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX