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Home My WebLink About1029 W 5th Street Address: 1029 W 511 Street PREPARED 9/09/14, 13:47:23 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/09/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 1029 W 5TH ST SUBDIV: CONTRACTOR : PHONE OWNER STEVEN J AND LYNNDA B EAGLE PHONE PARCEL 06-30-00-0-1-0949-0000- APPL NUMBER: 14-00000767 RES REMODEL ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------- -------------------------------------------- BL99 01 9/09/14 L BLDG FINAL September 9, 2014 9:18:42 AM pbarthol. lP�-- STEVE 678-464-9071 ------------------------- -- --------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES No�`i DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION No 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00000767 Date 7/17/14 Application pin number . . . 672505 Property Address . . . . . . 1029 W 5TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-1-0949-0000- REPORT SALES TAX Application type description RES REMODEL form Name . . . . . . on your state excise tax fo1 Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 3000 Application desc EXTERIOR REMODEL/DECK ADDITION OVER CARPORT - --------------------------------------------------------------------------- Owner Contractor �1 ------------------------ ------------------------ STEVEN J AND LYNNDA B EAGLE OWNER 1029 W 5TH ST PORT ANGELES WA 983632114 ,R ------------------------------------------ --------------------------------- 1� Permit - . . . . BUILDING. PERMIT RESIDENTIAL Additional desc . . EXTERIOR DOORS/DECK OVER CARPO Permit Fee . . . . 109.75 Plan Check Fee 71.34 Issue Date . . . . 7/17/14 Valuation . . . . 3000 Expiration Date . . 1/13/15 Qty Unit Charge Per Extension BASE FEE 95.75 1.00 14.0000 THOU BL-2001-25K (14 PER K) 14.00 ---------------------------------------------------------------------------- Special Notes and Comments July 9, 2014 12:00:43 PM sroberds. Work involves remodel with no additional floor coverage. No land use issues anticipated. Public Works Utility Engineering has no requirements for this plan review. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 109.75 109.75 .00 .00 Plan Check Total 71.34 71.34 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 185.59 185.59 .00 .00 Separate Permits are required forelectrical 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 w has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify t t I; ave read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governino this type of work will be complied with whether specified herein or not. The granting of a permit does not pre me to giv authori o folate or cancel the provisions of any state or local law regulating construction or the performance of constru io at Print Name I/ Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) r r T:Forms/Building Division/Building Permft BUILDING PERMIT INSPECTION RECORD -- PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat 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 E NING DEPT. Separate Permit#s SEPA: /Li htin ESA: caping 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 T:Forms/Building Division/Building Permit ;l �\\sal �'�-�' j,, \ r7 0 D LA, OQ a CD "Ol 9. r N cD 7cv _ ��PDct�ow � Cir�o rl i II J � i r � 1 yNxG�� Pknn,s �J �pU�SE P � op wl I"I-prov I , I) &mow Id dr C,rtl� Z) ►�� P �Q7 S �"ll(Tl 1 Pei V N r '' o� lei Ile w) DeekspIff , I t 1 1 I � , �o oavera� c , 57`0 ] I � i E j i 1 1 f , ATTACHMENTS: Example of a deck ledger connection to Example of a lateral load device for a deck rim/band joist. attached to a house with a ledger. EXTERIOR SHEATHING heon nailing at EXISTING sruD WALL imum um on center to Hold down or similar Ih hold down tension devise EXISTING 2z BAND JOIST ORENGINEERED RIM BOARD 2'MIN.i DECK JOIST I r-5/8"MIN. 5"MAX. 2'MIN. LAG SCREWS OR BOLTS + ~ 1 + - FLOOR FRAMING-/ •� •�� •�� •.,; —JOIST HANGER Floor joist Deck joist EXISTING ►��- . •.: FOUNDATION WALL-r-1: 0: *State amendment to IRC R507.2.3 provides alternative lateral connection for new decks to existing houses. Table R507.2 JOIST SPAN 6'and 16'1"to 8'�to0'1"to�12'1" �14'11"�W1611�111 o less 8' 12' Connection details On-center spacing of fastenersd'` 1/2 inch diameter lag screw with 15/32 inch 30 23 18 15 13 11 10 maximum sheathing' 1/2 inch diameter bolt with 15/32 inch maximum sheathing 36 36 34 29 24 21 19 1/2 inch diameter bolt with 15/32 inch maximum sheathing and 1/2 inch stacked washersl''h 36 36 29 24 21 18 16 a.The tip of the lag screw shall fully cxtcnd beyond the inside face of the band joist. b.The maximum gap between fire face of the ledger board and face of the wall sheathing shall be r/2 inch. c.Ledgers shall be flashed to prevent water from contacting the house band joist. d.Lag screws and bolts shall be staggered in accordance with Section R507.2 I. e.Deck ledger shall be minimum 2 x 8 pressure-preservadve-treated No.2 grade lumber,or other approved materials as established by standard engineering practice. f.When solid-sawn pressure-preservative-treated deck ledgers are attached to a minimum 1-inch-thick engineered wood product(structural composite lumber,laminated veneer lumber or wood structural panel band joist),the ledger attachment shall be designed in accordance with accepted engineering practice. g.A minimum I x 9'/,Douglas Fir laminated veneer lumber rimboard shall be pcnnitted in lieu of the 2-inch nominal band joist. It.Wood structural panel sheathing,gypsum board sheathing or foam sheathing not exceeding 1 inch in thickness shall be permitted. The maximum distance between the face of the ledger board and the face of die band joist shall be 1 inch. *Attachment of free standing (self supported) decks to house or manufactured home for deck stability may be by achieved with fasteners spaced 16" OC and staggered in two rows. Residential Exterior Stairs&Decks- Page 3 of 4 SCALE: 1/4" = 1' WHEN PRINTED ON 11x17 PAPER BASED ON THE INTERNATIONAL RESIDENTIAL CODE STAIRWAY ILLUMINATION:ALL EXTERIOR STAIRWAYS N SMALL BE ILLUMINATED AT THE TOP LANDING TO THE STAIRWAY. ILLUMINATION SHALL BE CONTROLLED N FROM INSIDE THE DWELLING OR AUTOMATICALLY J OISCLAIMER:THIS PLAN IS NOT CONSIDERED COMPLETE UNLESS ACTIVATED. APPROVED BY TOUR LOCAL BUILDING INSPECTOR OR STRUCTURAL ENGINEER. 3 ZZ BUILDER ACCEPTS ALL RESPONSIBILITY AND LIABILITY, I''I Z W DEC"S.COM LLC,AND ASSOCIATED SPONSORS ACCEPT NO LIABILITY FOR THE USE OF THIS PLAN. > CL V1 ZQ Y W J LJ W LEDGER BOARD o a HOUSE (see ledger board detoil) ' 12' N N A: Z INSTALL BRIDGING AT MID SPAN $ 'c 3 � 3 0 r S N o s 8 = F iLO ; u A DROP BEAM �+ 3 1 O � G I m Q 0 Z r=W 16 O � � Z HAND RAIL o n A = m W W ¢ n a Z g m m m m F 8. T 4' 12' I� 1Z"DIAMETER FOOTING FOOTINGS TO BE INSTALLED TO PROPER DEPTH AS IS L REQUIRED BY YOUR LOCAL BUILDING ORDINANCE O W DIAMETER FOOTING FROST FOOTINGS SITES BASED ON SS LS PER SQUARE FOOT TRIBUTARY LOADS APPLIED TO DISCLAIMER: ONLY USE{2 OR BETTER PRESSURE TREATED 1800 PSISOIL C114PRES51011 CAPACITY(ASSUMED CLAY SOIL) SOUTHERN YELLOW PINE T 10 FOR FRAMING MATERIALS ® ZT'DIAMETER FOOTING SEE FOOTING DETAIL IN NEVER SUBSTITUTE COMPOSITE OR SOFTWOODS FOR FRAMING MATERIALS DEC"CONSTRUCTION GUIDE. DISCLAIMER:THIS PLAN IS NOT CONSIDERED COMPLETE UNLESS APPROVED BY YOUR LOCAL BUILDING INSPECTOR OR STRUCTURAL ENGINEER.BUILDER ACCEPTS ALL RESPONSIBILITY AND LIABILITY. DECKS-COM LLC.AND ASSOCIATED SPONSORS ACCEPT NO LIABILITY FOR THE USE OF THIS PLAN, OC DEC"S.CON LLC MaLPI.l..J LOUun IdLCI dl wdu cunIt:cLwns. 1 ne lateral loaa connection requlrea oy aectlon R507.1 shall be permitted to be in accordance with Figure R507.2.3. Where the lateral load connection is provided in accordance with Figure R507.2.3, hold-down tension devices shall bE installed in not less than two locations per deck, and each device shall have an allowable stress design capacity of not less than 1500 pounds (6672 N). EXCEPTIONS: 1.Decks not more than 30 inches above grade at any point may be unattached 2. Where a new deck is being added to an existing structure,the lateral load connection requiredby Section R507 shall be permitted to be in accordance with Figure R507.2.4. Sheathing Note: Siding This detail is applicable where floor joists are parallel to deck Flashing for joists. water lightness Decking Deck joists per Table R502.3.1(2) loor Approved joist hangers 2" min. Pressure treated 2x ledger with fasteners per IRC Table R507.2 iioldown device min 7500 capacity Floor joists at 4 locations, evenly distributed along deck& 1 within 2'of each end of the ledger, Holdown devices shall fully engage deck joist per holdown manufacturer. A fully threaded 318" diameter lag screw predrilled w/min 3" penetratior to center of top plate, studs, or heads Figure 8507.2.4 Table 507.2.1 Placement of Lag Screws and Bolts in Deck Ledgers and Band Joists MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP BOTTOM ROW EDGE EDGE ENDS SPACING Ledger' 2 inchesd 3/4 inch 2 inches 1 5/8 inches Band joist` 3/4 inch 2 inches` 2 inchesb 1 5/8 inches For SI: 1 inch=25.4 mm. a Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.2.1(1). b Maximum 5 inches. " For engineered rim joists,the manufacturer's recommendations shall govern. d The minimtun distance from bottom row of lag screws to the top edge of the ledger shall be in accordance N%ith Figure R507.2.1(1). ° The 2 inches may be reduced to 3/4 inch rifien the band joist is directly supported by a mudsill,a header or by double tc THE YXPLEFor City Use CITY OF S, _ Q . A N Permit# Date Received: 321 E 51h Street Date Approved W,501 'P L'r Port Angeles,WA 9836 P:360-417-4817 F: 360-417-4711 Email:permits0cityofpa.us BUILDING PERMIT APPLICATION Project Address: 1021I� �� 5 orf"f ?S' / Phon ' eft)7/ Primary Contact: Email: ho 1--mo(0 eviflell, NameS, VP ( Phone le EdleY-1 6 Z Property Mailing Address V Email W - Owner - 14 Z� " YV, City Oct C 9' 12 ". 15 State Zip K A, Name Phone Contractor Address Email Information -city State Zip I Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) n,-, Loi 1-:1, �aL i C) R K�>-1 " 0 22- ear.. (')(_0 Residential [R`� Commercial 11 Industrial 11 ' Public 11 Permit Demolition El Fire 11 Repair 11 Reroof(tear off/lay over) El Classification For the following,fill out both pages of permit application: (check New Construction 1:1 Exterior Remodel ID Addition 0-'Tenant Improvement El appropriate) I Mechanical 1:1 Plumbing 11 Other 11 Will a fire sprinkler system be in talled Irrigation Syst m? Proposed Pathrooms '.Proposed B drooms or modified? Yes 0 No Yes 13 No AlIff /VX Project Description 19 e v.<11' ea rairl adel e-sm /W �i4 f Is project in a Flood Zone: Yes 11 No 0 Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? 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 work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date Print Name J Skgnture �T') 1030 �I / , 1039 r f , 1035 t Oiw e v 1029 n �a , v n i, ,A. w 1025 s /1023 fh St f, 1021 r ' ti#-e^as 411 �a =s. I t' II , , w � v _ 1030 AM 1022 U r. y , ,k 1439 2 ^ 1035 ` ✓ !l 1029 " 1025 " 1423 AT 1021 r # 1015 / f 1026Ill T5 0 >Ya* `