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BLD2012-00088
0 MLA12-00055 BUILDING PERMIT APPLICATS1 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD12-00088 Received Date: 3/19/2012 SITE ADDRESS: 'Z OSPREY LN bru'1non c.)3A q.a32_0 OWNER: WILLIAM A SNYDER PHONE: 206-290-3940 15960 SANDY HOOK RD NE POULSBO WA 98370-7819 PULALI POINT PARTNERS LARGE LO SUBDIVISION: Block: Lot: 8 PARCEL NUMBER: 601195008 Section: 19 Township: 26 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NSFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,242 VALUATION 350,000.00 ADD'L: 608 HEAT TYPE: RAD CODE EDITION: 2009 HEAT BASE: HEAT TYPE: EEE OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: 217 CONST TYPE: 5N SHORELINE: GARAGE: SETBACK: CONST TYPE: DECK: 532 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 06085 BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 3 Prop: 3 Total: 3 Total: Routing Date: 't• - 1 Type Amount Paid By: Date: Receipt: PV�L�1 DV Permit $2,393.75 LYK 03/19/12 131554 LLB.. Plan Check $1,555.94 LYK 03/19/12 131554 APR +n1 State Building Code $4.50 LYK 03/19/12 131554 l`i Potable Water Application $64.00 LYK 03/19/12 131554 Jefferson County Planning Total: $4,018.19 & Building Department a : t ( , DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 '` Tel:360.379.4450 I Fax:360.379.4451 Web:www.co..efferson.wa.us communi develo.ment ' ti E-mail:dcdnco iefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT#: BLD12-00088 PHONE: 206-290-3940 APPLICANT: WILLIAM A SNYDER 15960 SANDY HOOK RD NE POULSBO WA 98370-7819 Issue Date: 04/19/2012 SITE ADDRESS: 312 OSPREY LN Final Date: BRINNON, 98320 Block: Lot: 8 SUBDIVISION: PARCEL NUMBER: 601195008 Section: 19 Township: 26 N Range: 1W PROJECT DESCRIPTION: NSFR in conjunction with a shoreline exemption permit(SDP12-00015) THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 3/6/2015 \\tidemark\data\forms\F_BLD_Occupancy.rpt SON CO 4, °if JEFFERSON COUNTY { DEPARTMEI OF COMMUNITY DEVELOPONT �9'SH[N O�O,c a 2 Time Received: g � am/pm Mon. Tue. Wed. Thur` Date: // S Date: Contact Name: Gt.'',\t + 0,^^" &ek ..Div- , Contact Number: 360 Owner: �.\(�w�- Address: ( 7 C)s L--- l ,(-i"..v.-o,..— 206 2_ l 0- `I `10 , IAA 1 fit. _ J \-7A-,-- IT .. t,/ Cc �- Notes: .'� Si AL A --c)i e+. �� ��jj i,L, ✓lAft �( Z7` S b-..5 ` Framing Foundation Plumbing g Propane Tank Mechanical ground Furance Setbacks Under ground Framing Under g Gas Footing Rough In Air Seal Above ground Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove — Man-Homes Insulation Final Inspection - Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling • i ,A,se r - w . - - . . 0 . • . • . , 0 -, • ;1-Tr-V4t':4 -f---.7-..;1 - n - Datetime received 1 '... ..'0 '''0 I pm 40 -.0 Tues. _Wed Thur. -Fri. ..._ BID: Aka Date: -,.‘ OWNER: -41figiL-',Abi. . . .- Contact Named - ADDRESS: eS t..2—, tO' ri4„:114 Contact Number 360 4e.e. ,7 . relic , _ 206 a Notes: • --e a . - Foundation Plumbing - Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furnace Footing Rough in Air seal Above ground Gas _ Stemwall _ Hydronic Exterior shear _ Exterior lines Oil Straps — Interior shear Interior lines , Ducts f-- Post Hole Ventilation Appliance Underfloor _ . Gas/wood stove Man-Hones Setbacks nsulatio Final Inspection >-.. Foundation . .'3 us 1 Bieck&Tie floor wall ceiling Address Posted s _ - . , . - 6 . '4";FS-Z:1-'•-.,:. . •t'"-e.. .7....,...r,---21..-: ...-f - - W' . ....N*- 1 .5....Za?"---4 IN I .5.-7 _. _ time received I,1., 4.- f am / pm Mon. 419 :Wed; Thur. -Fri. ta-ge BLD: Date: OWNER: 0—r‘ o .e.A, . Contact Name: . + ADDRESS: - _. C Contact Number.360 46-4) te-655 _ ..- 6coe„ a 3- Notes: 206_ . - ' . . • . Foundation Plumbing - Framing Propane Tank Mechanical " Setbacks Under-ground Framing Under ground Furnace Footing _ Rough in Air seal Above ground Gas Stemwall _ Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines - Ducts -7— Post Hole Ventilation S Appliance Underfloor Gas/wood stove Man-Homes Setbacks Insulation. - Final Inspection t.'.i Foundation . - . Block&Tie floor _wall ceiling. Address Posted i -..- . _ _ ■ - Date 1/-7 time received S-51-/ am /t Mon. Tues. Wed: -.Fri. //—� BLD: ,/p�' �� Date:OWNER: . Contact Name: P f ADDRESS: 31 Z. m5' r7 t-i" Contact Number3,0 7 $ /ZV Notes: Foundation Plumbing - Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground _ Furnace _ Footing Rough in Air seal Above ground Gas Stemwall _ Hydronic Exterior shear Exterior lines Oil _ Straps Interior shear Interior lines _ Ducts V_ Post Hole Ventilation Appliance _ Underfloor Gas/wood stove .Man-Homes Setbacks _ Insulation. Final Inspection Foundation _ . ) Block&Tie _ floor _wall ceiling. . Address PostAd • • l ' :I . a r.4 E:: . 06 .ti r rd _ - Date ^-3{f 2time received 40 pm Mon. ue Weds Thur. - Fri. BE D: , d- — ft Date: q— ' li nf�. Contact Name: OWNER: _-- �..� pp Contact Number 360 f . ADDRESS: ���- D�J�!-�� Lam. 206 Notes: 4"z5.---- el P' 0g &y Foundation Plumbing _ Framing Propane Tank Mechanical ' Setbacks Under ground_ Framing under ground Furnace Footing Rough in Air seal _ / Above ground _ Gas Stemwall Hydronic Exterior shear t/ Exterior lines _ Oil Straps Interior shear Interior lines Ducts t_ Post Hole Ventilation Appliance Underfloor . Gas/wood stove Man-Homes . Setbacks _ Insulation Final inspection Foundation _. Block&Tie _ floor wall ceiling. . Address Postd Y' • 0C 1 1 71- /,/l // in e-e, ,- (4) I I )L1 v, I c e{)--S--ra--- 0 q _c-v — • Osf) Date time received/ -- r en (pm Mo 11. W ed: Thur. --Fri. • ue . . • BLD: /0).- — V k'' Date: OWNERC Contact Name ADDRESS: 3/ : Contact Number:360 '1 °---- 7,3/ 4 206 Notes: - . . .Foundation Plumbing - Framing Propane Tank Mechanical ' ' •••■•••••••••,,,■•••••,. . Setbacks ,-- Under-ground FramIng Under:ground Furnace Footing I/ Rough In Air seal Above ground Gas _ Stemwall _ Hydronic Exterior shear Exterior lines Oil• Straps Interior shear Interior lines • Ducts - Post Hole - • Ventilation Appliance • Underfloor Gas/wood stove Man-Homes Setbacks S Insulation Final Inspection ..,-E ,., _ Foundation tY Block&Tie • floor wall ceiling • i Address Post d ' . i . )-- • . ly . . - • ... S .---..:•:..--, •.:: -;):-, . • • . . . . am 1 DateL01SV.2- 'r —__ time received - BLD: / 61 - et ----.'::- ..';-- Mon. u Wed: Thur. --Fri. • Date: .6 -.1•.‘ OWNER: --C 1 7. V V Contact Name: • ADDRESS: —VAL-. - Q'S/he/ tr.-, Contact Number:360 ' > 7-3/ . , 4 206 if - Notes: V • V V . - Foundation Plumbing • Framing Propane Tank• MechaniCal ' • Setbacks ,Under-ground Framing i.,..,...„./U Under ground Furnace _____ Footing Rough in Air seal Above ground Gas ____ Stemwall _ Hydronic Exterior shear Exterior lines Oil Straps ____ Interior shear Interior lines . Ducts f= . . • Post Hole V Ventilation Appliance Underfloor Gas/wood stove Man-Hornes . - Setbacks • Insulation. Final Inspection -t Foundation • k-1 Block&Tie floor _wall ceiling • Address Posted• i . •- • . ,....--•,;1,1-., 1:4-•_41.-*:es- . • . s • . ••%"..,:-,,z,,,,,t0 • . . - - .--,-----4.-ar:-,,----, rivy-ii . LW .& W,4.1,1,0-'•li g W*4411 4'-'4,4R.,t-14At. . . - . . ...- ----r - - , i..v. --,4 . ,.,.; i•••- ,1 l . _ r . Date 21_1.----- time received I C.-61 am I _ Mon. Tues. Thur 6FEc:cj,„,- --Pn• . , • . . • os, 1'. BLD: — . - Date: C— Z - - OWNER: A ... • - Contact Name•: . - ADDRESS: : ___sa,____as.. , pa )4, , ,, . Contact Number.360 ., A - „,,,,I , ,,,,, - ,- ., Notes: . —\41, ___ 206.,.. We-, - .• • . - - . - Foundation PlurgDin - Framing . Propane Tank Mechanical ' • Setbacks — Under-ground Framing Under ground Furnace Footing _ Rough in Air seal Above ground Gas Sternwall ___ Hydronic Exterior shear Exterior lines Oil Straps _ Interior shear interior lines • Ducts Post Hole ___ Ventilation Appliance • Underfloor Gas/wood stove Man-Homes Setbacks ______ Insulation Final Inspection - 4;1 Foundation . Block&Tie floor wall ceiling. Address Posted i _tea, • MINIIIMIIIIIMMEMI ` IMIIIIMIIIIIIIIIIIIMV (11 IMMINNIIIIN • — _ .,. i /111ENEW il `—,(,-S SON c o DEPARTMENT OF COMMUNITY DEVELOPMENT W621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 I Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment qS�I N 0 CO E-mail:dcd @co.jefferson.wa.us December 22, 2014 William Snyder 15960 Sandy Hook Rd NE Poulsbo WA 98370 RE: Permit Renewal Approval for BLD12-00088 (single family residence) Dear Mr. Snyder: Thank you for your recent renewal payment for BLD12-00088 in the amount of$456. Based on your letter dated 12/20/2014, your permit extension has been approved. Your new permit expiration is April 19, 2015, at which time you will be required to have scheduled at least one inspection. To schedule an inspection, please call our inspection hotline at(360)379-4455 and have your approved building plans available on-site. If you do not receive an inspection prior to April 19, 2015, your permit will be cancelled and you will be required to reapply for new permits that will adhere to the regulations of the current shoreline master program. As we discussed, if you have specific questions about your required inspections, you may call our lead inspector,Jim Coyne, at 360-379-4456. Happy Holidays! r Elizabeth Williams, Administrative Clerk • • William A. Snyder 15960 Sandy Hook Road NE Poulsbo, WA 98370-7819 206-290-3940 wasnyderjr@hotmail.com 12/20/2014 Department of Community Development 621 Sheridan Street Port Townsend,WA 98368 Attn:Elizabeth Williams Re: BLD12-00088 Dear Ms. Williams I have enclosed payment of the accrued renewal fees requested in your attached letter.I am surprised and confused by the severity and tone of your letter,as it was me who brought this matter to the Department of Development's attention by calling to ask a few questions about final inspection details. Given the severity of your letter,and the relatively short notice of the payment requirement,I would appreciate written confirmation that I have satisfied the first requirement of submitting payment of the accrued fees in the amount of$456.00 prior to December 31, 2014. My residence is very close to being ready for final inspection and I expect to arrange for the inspection well ahead of the April 19, 2015 deadline. Best regards Bill Snyder IECEDVI DEC 2 2 2014 JEFFERSON COUNTY �.,, ,DEPT.OF COMMUNITY DEVELOPMENT JEFFERSON COUNTY NO. 15,11117,,_ i � DATE J 2 do 94f RECEIVED FROM e " i 1/ gilltiele/-* f��°, DESCRIPTION BARS# AMOUNT .• CUR RENCY /J/(A°,� V /f . f/ 45/- . � COIN CHECKS Q #3456' C al 13 °`` (� r x RECEIVED BY TOTAL 4S/ ,"' �(;*SON ,c°e, DEPARTPNT OF COMMUNITY DEVEgPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 I Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment �ISk/NCs�0 E-mail:dcda,co.jefferson.wa.us FINAL NOTICE December 8, 2014 William Snyder 15960 Sandy Hook Rd NE Poulsbo WA 98370 RE: BLD12-00088 for a new single family residence Dear Mr. Snyder: It has come to our attention that the above-named permit passed its expiration on April 19, 2013 and did not receive final inspection. Please submit payment of your accrued renewal fees in the amount of $456 prior to December 31, 2014. After renewing your permit, you must schedule an inspection prior to April 19, 2015. If you do not comply with the above requirements, your permit will be cancelled. Should your permit be cancelled,you will need to reapply for new permits, pay current permit fees,and have the structure built to current building codes. This is the final notice you will receive. If you do not receive final inspection, the County may begin the process of placing a Notice to Title on your property. If you have any questions about either of your permits, you may call our office at(360) 379-4450. We look forward to assisting you in completing your building inspections. Sincerely, -. , i / ill 'ix/ // / _ Elizabeth Williams, Administrative Clerk Sent by USPS Certified Mail:7012 3460 0001 6300 0605 USPS.com® - USPS TrackingT • Page 1 of 1 USPS.COM' Search Click to access search. Search or Enter a Tracking Number Search or Enter a TrackitSearch TM Customer Service USPS Tracking Have questions?Were here to help. 3'LQI2- g � Tracking Number:70123460000163000605 Updated Delivery Day:Wednesday,December 10,2014 Product & Tracking Information Postal Product: Features: Certified Mail's DATE&TIME STATUS OF ITEM LOCATION December 19,2014,6:22 Delivered POULSBO,WA 98370 pm Your item was delivered at 6:22 pm on December 19,2014 in POULSBO,WA 98370. December 17,2014,1:53 Available for Pickup POULSBO,WA 98370 pm December 10,2014,3:18 Notice Left(No Authorized POULSBO,WA 98370 pm Recipient Available) December 10,2014,8:42 Out for Delivery POULSBO,WA 98370 am December 10,2014,8:32 Sorting Complete POULSBO,WA 98370 am December 10,2014,7:08 Arrived at Unit POULSBO,WA 98370 am December 10,2014,12:11 Departed USPS Facility TACOMA,WA 98413 am December 9,2014,8:16 pm Arrived at USPS Facility TACOMA,WA 98413 https://tools.usps.com/go/TrackConfirmAction?gtc_tLabels 1=70123460000163000605 12/22/2014 } SENDER: COMPLETE THIS SECTION "OMPLETE THIS SECTION ON DELIVERY • Complete items 1,2,and 3.Also complete Sign ure item 4 if Restricted Delivery is desired. / / 0 Agent • Print your name and address on the reverse �[ dresses so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery • Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address differs m' S Yes 1. Article Addressed to: If YES,enter delivery a slow: �},� W,lRa1m 5ydei ,�, 1 33 b0 SanSielk. 0 e t/ ' ai N£ 3. Se i = ._ 3 et'� (' ism „ , r [ eg 370 4 Certified Mails 0 Priority Mail E press'" I . \YI►VA _ ( ■ Regis ere• 0 Return Receipt for Merchandise 0 Insured Mail 0 Collect on Delivery 4. Restricted Delivery?(Extra Fee) 0 Yes 2. mans Number 7012 3460 0001 6300 0605 (Transfer from service label) PS Form 3811,July 2013 Domestic Return Receipt UNITED STATES P4:4 VICE First-Class Mail. Postage&Fees Paid idol V�D USPS Permit No,G-10 • Sender: Please print your name, addre , and ZIP+4®in this box' .„,ss" coL DEPT COMMUNITY EVELOPMENT 4 JEFFERSON OUNTY . 621 SHER! AN ST. "s41t° PORT TOWNSE ,WA 98368 lilil ! r rl r Ir IIII I i Ir Ilr ! I it r U.S. Postal ServiceTM CERTIFIED MAILTM RECEIPT (Domestic Mail Only;No Insurance Coverage ided) —a For delivery information visit our website at www.usps.come rn Postage $ Certified Fee ✓q Postmark 0 Return Receipt Fee Here (:3 (Endorsement Required) 1:3 Restricted Delivery Fee (Endorsement Required) —0 Total Postage&Fees $ m Sent To ru r-4 Street,Apt.No.; N or PO Box No. City,State,ZIP+4 PS Form 3800,August 2006 See Reverse for Instructions 1 Certified Provides: • A mailing t • A unique identifier for your mailpiece • A record of delivery kept by the Postal Service for two years Important Reminders: • Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. • Certified Mail is not available for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Register Mail. • For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,pleas complete and attach a Return Receipt(PS Form 3811)to the article and add a plicable postage to cover the fee.Endorse mailpiece"Return Receipt Request To receive a fee waiver for a duplicate return receipt,a USPS®postmark o your Certified Mail receipt is required. • For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk Or mark the mailpiece with the endorsement"Restricted Delivery". • If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02.000-8047 I Y ' • • -4- wrightsoft° Load Short Form Date: 64-12 Entire House Br: Air Flo Heating Co 221 west Cedar 86M.Sequiml WA 96382 Phan 860.611.7746 Fax 860.663.3971 Web:www.airfahsate can . Project Information For: TK Design Build(Snyder Project) Design Information Htg Clg Infiltration Outside db(°F) 24 76 Method Simplified Inside db(°F)) 70 75 Construction quality Best Design TD(°F) 46 1 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(grAb) 18 15 • HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model { ARi ref no. CCooil ARI ref no. Efficiency 0 HSPF Efficiency 0 SEER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.038 cfm/Btuh Air flow factor .0.039 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.98 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Bah) (Btuh) (cfm) (cfm) Mud room 73 1294 234 49 9 Bath main 47 451 162 17 6 Entry 228 2645 915 101 36 Great room 380 11470 14181 436 551 Dining 336 3708 3990 141 155 Guest bedroom 168 2810 3024 107 118 Bath up 47 591 222 22 9 Hall up 44 694 329 28 13 Master Bath 98 1143 500 44 19 Master Bedroom 189 4147 4437 158 172 Office 150 2587 2872 98 112 llokilte le alums have been manually ownrkrdem Printout certified by ACCA to meet all requirements of Manual J 7th Ed. i. wri{bhtsoftt- Right-Sulai Universal 7.1.22 R8U02757 2012-Jun-08 12:13:12 62003serverloompanytWriplauolt HVAC1Projao0DeMMtlt t.rup Cale*AAJ7 Orientation*N Page 1 I • • Entire House d 1740 31539 30869 1200 1200 Other equip loads 0 0 Equip.Qt 0.81 RSM 25004 Latent cooling 643 TOTALS 1740 31539 25647 1200 1200 rt. Bold Mafia values have assn rmmrstry overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrighta>sofr Right-Ube Universal 7.1.22 RSU02757 2012Jun-0612:13:12 U2063:0nnrladnpany1WAghbolt HVAGWreleat DWiik 1.rup Cabs MJ7 OrterdatIon o N Page 2 ARI Ratings for TrTWB3036B 1 -Expanded Performance 101e Page 2 of 3 • 1 OD MODEL ID MODEL NOM CFM ARI REF# 4TWB3036B1 TAM4AOB42S31+TDR 1200 5260709 Published Date:05/25t2012 HEATING PERFORMANCE AT INDOOR DRY BULB TEMPERATURE TOTAL CAPACITY MBH. TOTAL POWER IN KILOWATTS OD 60 70 75 80 60 70 75 80 AMB 2 15.30 15.00 14.80 14.70 2.06 2.15 2.20 f 2.25 7 .j 17.60 . 17.30 17.10 16.90 2.13 2.22 2.27 2.32 12 19.90 19.50 19.30 19.10 2.19 • 2.30 2.35 2.40 17 . 22.20 21.80 . 21.60 21.40 2.26 2.37 2.42 2.47 22 23.70 23.20 , 23.00 22.80 2.31 2.42 2.48 2.53 • 27 25.10 24.60 24.40 24.20 2.36 2.48 2.53 2.59 32 26.60 26.10 25.80 25.60 2.42 2.53 2.59 2.65 . 37 28.90 28.30 28.10 27.80 2.48 2.60 2.66 2.72 42 32.50 31.90 31.60 : 31.30 2.57 I 2.70 2.76 . 2.82 47 36.00 35.40 35.00 34.70 Fiji 2.79 2.85 2.92 11 52 38.40 37.60 37.30 36.90 . 2.72 2.86 2.93 2.99 57 40.70 :x39.90 39.50 39.10 2.79 2.93 3.00 3.07 • 62 ) 4100 42.20 41.80 41.40 2.86 3.00 107 3.14 67 45.30 J. 44.40 44.00 43.60 2.92 1 3.07 3.14 3.22 72 1 47.60 .j 46.70 1 4630 1 45.80 1 2.99 1 3.14 1 3.22 3.29 USE THE FOLLOWING FACTORS TO COMPENSATE FOR DIFFERENT AIR FLOW AIR FLOW RATE,CFM. I CAPACITY MULTIPLIER TOTAL POWER MULTIPLIER 11)50 0.99. 0.98 1350 1.01 I 1.03 ARI RATING FOR HEATING I CFM I CAPACITY 47 I COP 47 I CAPACITY 17 I COP 17 I HSPF 1200 I 35400 3.72 1 21800 I 2.70 I 8.50 Standard Capacity Rating Conditions A.R.I.STANDARD 210/240 RATING CONDITIONS-(A)Cooling 80°F.D.B.,67°F.W.B.air entering indoor coil,95°F. D.B.air entering outdoor coil.(B)High Temperature Heating 47°F.D.H.,43°F.W.B.air entering outdoor coil,70°F.D.B.air entering indoor coil.(C)Low Temperature Heating 17°F.D.B. ,I5°F.W.B.air entering outdoor coil,70°F.D.B.air entering indoor coil.(D)Rated indoor airflow for heating is the same u for cooling. https://www.comfortsite.com/Resources/LiteratureiRatings/5260709.html 06/06/2012 ARI Ratings for Tt4TWB3036B1 -Expanded Performanc*le Page 1 of 3 OD MODEL ID MODEL NOM CFM ARI REF# 4TWB3036B1 TAM4AOB42S31+TDR 1200 5260709 Published Date:05/25/2012 .I COOLING PERFORMANCE AT INDOOR DRY BULB TEMPERATURES ID WB TOT 72 75 78 80 KW AMB AP 59 34.7 29.2 ( 32.9 34.7 f 34.7 2.92 63 36.3 23.7 27.4 31.1 33.5 2.95 85 1 67 38.8 18.5 22.2 25.8 28.3 r 2.98 Ir 71 42.1 ( 13.4 17.1 20.8 23.2 3.00 59 32.7 28.3 31.8 32.7 32.7 r 3.12 Y 63 343 22.9 26.6 30.2 32.7 3.15 95 67 36.6 17.6 21.3 25.0 27.5 3.18 1 71 39.7 12.6 163 20.0 22.4 311 T 59 30.7 27.4 30.3 30.7 30.7 3.33 105 I 63 32.2 22.0 25.7 J 29.4 31.8 336 67 34.4 16.8 20.5 24.2 26.6 339 1 71 ( 373 11.8 15.5 1 19.1 J 21.6 3.42 59 28.7 26.5 28.7 28.7 28.7 3.53 115 I 63 30.1 21.2 24.9 28.5 30.1 F3.56 67 32.1 16.0 19.7 23.3 25.8 3.59 1 71 1 34.9 ) 11.0 1 14.7 1 18.3 20.8 3.63 • USE THE FOLLOWING FACTORS TO COMPENSATE FOR DIFFERENT AIR FLOW AIR FLAW RATE,CFM. I CAPACrTY MULTIPLIER TOTAL POWER MULTIPLIER 1050 f 0.98 0.99 1 1350 1 1.02 1.01 ARI RATING FOR COOLING E CFM ! CAPACITY(A)TEST 1 SEER EER I 1200 I 36600 1 13.00 I 11.50 1 A.R.L Standard Capacity Rating Conditions A.R.L STANDARD 210/240 RATING CONDITIONS-(A)Cooling 80°F.D.B.,67°F.W.B.air entering indoor coil,95°F. D.B.air entering outdoor coil.(B)High Temperature Heating 47°F.D.B.,43°F.W.B.air entering outdoor coil,70°F.D.B.air entering indoor coil.(C)Low Temperature Heating 17°F.D.B.,I5°F.W.B.air entering outdoor coil,70°F.D.S.air entering indoor coil.(D)Rated indoor airflow for heating is the same as for cooling. hops://Www.comfortsite.com/Resources/Li s/5260709.htm1 06/06/2012 Glazing Schedule • Project Information Contact Information 1nl tilt au% `piny C)e v V,l, ;\tic w► • % *oeAC 1 5 q60 Sav►� VZ 1N G. C>cw\-1,..ba W CA 9 $3 70 Conditioned Floor Area Sum of UA for Heating System Sizing). I Sum of All Glazing Areas From Below Glazing to Floor Area Ratio 602.7.2 Exception Ratio (not to exceed 1%) Exterior Doors Plan Component Door Percent Width Height Glazing Door Door ID Description Ref. U-factor Glazed Qt. Feet Inch Feet Inch Area Area UA . One Exempt Swinging Door<24 Square Feet Sum of Glazing Area, Door Area, and UA (do not include exempt door) I Area Weighted U=UA/Area Sum of Area and UA for Heating system size only(include exempt door) I Vertical Glazing (Windows, Glazed doors using Exception 602.6#1) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA .urn of Area and UA 11 5g a82 Ar:.; righted U= UA/Area ,30 r U WSEC Prescriptive Worksheet(2010 Edition EPSON COUNTY DEPT.OF !Ty i}rv,r f-,Pnr-NT WSUEEP10-010 Copyright 2010 Overhead Glazing Plan Component Glazing At Height ID Description Ref. U Qt. Feet 1rch Feet Inch Area UA Sum of Area and UA Area Weighted U= UA/Area Doube Glazed Garden Windows Section 602.7.2 Exception Plan Component Width Height ID Description Qt. Feet Inch Feet inch Area UA Sum of Area Sum of Area X 3(This total is automatically includei in the glazing area total.) Glazing UA for Heating Systern Size Only=Area X 0.63 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 Prescriptive Energy Code Compfe for Single Family and Duplex Housilkone 1 Project Information Contact Information w.►t,aw, e • 5Ct6o Sc.�•c� \coo E l.I s. o 'ii R%190 This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in.Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http://www.energy.wsu.edu/code Glazing �z a a io Glazing U-Factor 9 Wall Wall.int Wall.ext4 Slab6 Door z Vaulted Option Area , Ceiling 3 Above Below Below Floors on %of Floor Vertical Overhead" U-Factor Ceiling Grade Grade Grade Grade R-49 or 0 I 13% 0.34 0.50 0.20 R-38 R-38 R-21 R-21 R-10 Adv. Int.7 TB R-10 R-30 2' R-49 or OII 25% 0.32 0.50 0.20 R-38 R-38 R-21 R-21 R-10 R-10 R-30 Int' TB Adv. 2' R-49 or R-21 ) III Unlimited 0.30 0.50 0.20 R-38 R-38 R-21 R-10 Adv. Int! TB R-10 R-30 2' See WSEC table 6-1 for footnotes — Glazing.Schedule Attached to Document Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III.All glazing and doors meet maximum U-factor.Alternate heating size method submitted. El Option I or II,Glazing to floor area limit(WSEC 602.7.2) ❑ Area weighted window,skylight or door U-factor(WSEC 602.7.2) ❑ As part of the heating system sizing calculation(IRC M1401.3&WSEC 503.2.2) Radiant slab: - :n;con inuous wi erma break(WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description 1a High Efficiency HVAC Equipment 1 ❑ lb High Efficiency HVAC Equipment 2 ❑ 1c High Efficiency HVAC Equipment 3 ❑ 2 High Efficiency HVAC Distribution System ❑ 3a Efficient Building Envelope 1 ❑ 3b Efficient Building Envelope 2 ❑ 3c Super-Efficient Building Envelope 3 ❑ 4a Air Leakage Control and Efficient Ventilation 0 4b Additional Air Leakage Control and Efficient Ventilation ❑ 5a Efficient Water Heating ❑ 5b High Effieciency Water Heating ❑ 6 Small Dwelling Unit ❑ 7 Large Dwelling Unit ❑ 8 Renewable Electric Energy *1200 kwh ❑ Total Credits 0.00 WSEC Prescriptive Worksheet(2010 edition)Zone 1 WSUEEP10-010 Copyright 2010 Simple bleating System Size: Clima one 1 • Project Information Contact Information { \,.. c 6o 5,.u..�� yya\�roo�. �lE ct.As�0, ...... ct%3% Indoor Design Temperature 70 Outdoor Design Temperature Design Temperature Difference(AT) AT=Indoor-Outdoor Design Temp 70 Conditioned Floor Area 0 S I. 1-=}. CA Conditioned Volume ME 'c t. \--1-- Glazing Copy Sum of UA from Glazing Schedule ').V.41' Attic U-Factor X Area = UA R-49 0.027 R-38 Advanced 0.026 3O(p 7.95 Single Rafter or Joist Vaulted Ceilings U-Factor X Area = UA R-38 Vented 0.027 1) 01+2. �%,\3 Above Grade Walls U-Factor X Area = UA R-21 0.0561 `1905 \06,6 I I Floors U-Factor X Area = UA R-30 0.029 t 2 t\''2, 36, 0 h Below Grade Walls U-Factor X Area = UA 2' Depth Walls . 0.042 3.5' Depth Walls 0.041 7' Depth Walls 0.037 Slab Below Grade F-Factor I X Length = UA 2' Depth 0.59 3.5' Depth 0.64 7' Depth 0.57 Slab on Grade F-Factor X Length UA R-10 2' perimeter 0.54 R-10 Full Heated 0.55 I I I Sum of UA 1 466,0$ I Envelope Heat Load MIMI Btu/Hour Sum of UA X AT Air Leakage Heat Load I \3570 IBtu/Hour ((Volume X 0.6)X AT)X.018)) Building Design Heat Load MIMI Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load I 1.15 4I. 153 014 'Btu/Hour . If ducts are located in unconditioned space:Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% (g, Btu/Hour Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 i ��-0ON cod JEFFERSON�OUNTY S h ' DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend • Washington 98368 ) 360/379-4450 • 360/379-4451 Fax .gsN��p www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: 12"5'3 Project Description(include separate sheets as necessary): Tax Parcel Number: 6,O t 1 R 5 00 8 Property Size: _ �r] igh square feet) Site Address ana Directions to Property: s ( , 15I�c..Yli )Ofl LOA q .0 Property Owner(s)of Record: \AA l i►aw. Stnt.s eir Telephone: )-O 6-')...9'o-39 40 Fax: email: _ • -v►4 v"a . : l Mailing Address: 1 S9 bo So4A Dote`o. N c Po.s\Sbo W Cc ca370 Applicant/Agent(if different from owner: Telephone: Fax: email: Mailing Address: W at kind of Permit?(Check each box that applies i ❑Lot or Road Segregation uiIding ❑ Critical Areas Stewardship Plan Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) pc-Single Family ❑ Garage Attached/Detached ❑Conditional Use[C(a), C • • ** ❑ Manufactured Home -❑ Modular - ❑ Discretionary"D"or Un : . .d srlIMr a�c /7 ❑ Commercial* F4, V ❑Special Use(Essential ' fll I ❑ Change of Use ❑ Boundary Line Adjust ❑ Address ❑ Road Approach_ ❑Short Plat** ❑Home Business ❑Cottage Industry ❑ Binding Site Plan** in r'" ' '; ❑Propane ❑Long Plat** f I ❑Sign .. ❑ Planned Rural Residen i a t= elopment(PRRD)/Amend-- s * ' ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteratio ** JEFFERSON COUNTY ❑Stormwater Management ❑ Shoreline Master Prog :m Evp-F9OctrAwrAfe.wi§iproNtik ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management u• a 1- 'eve opmen ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment 0 Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please-identifyany other local;state-owfederal-permits-requirediorth'i sroTtoszl;fi DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required ate ' tions. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the applica' n t at e wa prior notice. e. 'Signature: Date: 3 The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual nd non-transfers re o o ad ring to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. ignature: Date: G:\Pen t Center\###FORMA###\Mtnpnu7,,rc\r ..nnr 1.-___'A.____ ,-. - _.. -- . C 4 III BUILDER STATEMENT The signer of this statemen ••- hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be ass in th-/,�j, sibility of the General Contractor for the proposed project. / ignature: ,t // Date: — . //e7 / 2 GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: It New IIII Wood Existing: 93 0 Sewer O Addition 0 Steel Proposed: 0 Bank , 0 Community System ❑ Alteration/Remodel ❑ Concrete Total: 5 _ Height: X Individual System O Repair 0 Masonry SEP Permit# Bedrooms: - Water Supply: • Demolition ❑ Other: Existing: Setback: 0 Private well ❑ Two Party Ty of eat: Proposed: $l Public Total: Name of System: LUG If this is a Commercial Project ou must answer the followin•: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed - IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Pro•ane Tank and/or A•'Hance Installation •ermit mark all items below that a••I : I Underground Tank I Above ground Tank Size of Propane Tank: I Heat Stove I Cook Stove I Woodstove I Fireplace Insert I Hot Water Tank I Pellet Stove I Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying fora permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed . For U_se`�r1ly_ Amount Revisit Main Floor Heated H Bld App Review: L- 1 Wit' 12%t©gt3=t 2M Floor Heated - eated y Review: 222 r &Offil "Oth rHe t d byx+rAP 318 Mezzanine ., Additional-Sestior*— '5L ease_ Z 3c)13 .-7 Heated Basement Plan Check fee: 1555:CO Unheated Basement State Surcharge fee: Other Unhe°+-1 1314 Pot Water Review fee: _ ' . 1'0-(01.49/C..4410i) Aii a, . RD Garage/Carppo SUBTOTAL 1 IQ J Decks S 32JI i(1 SL:4:ALI ', Approach fee: 222- Other TOTAL: $500(5. )q Receipt Number: 3 1 eSi-- Cash/Check Number: ESTIMATED COS ; 0 ran Date: �� .Fair ma : ,•ue of all labor and materia s foundation to finish O 000 Initials: -,., . ,u.u.ur-nn.rcuuu%nn n nr ,n x rc\r. non a.._..\a r n......:..s.....:.....:....c•o no.A,... • CC CO H O = O C Y LI- CV .1:) Z LL � o H O CO � O O .. .. m � ¢ o a) — m m --3, Z o -o — .cc . RD O O L J U J -0 X Cr "O 'C-' 0) C U o = I- N L1J 0 0 Z -I--, 'O H O CD ¢ -- O L L .0 U f ¢ -CI V U U ¢ Z O 7 J Q_ 0_ X �. �. 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SIGNA ilk .- l 1 p _ - IF3nt 4.,01-Te. s dot +�s ,t s' MEIN ° • r`ie ►ashhb1 odes ci- �Y a -.-•. • ..-k- f) � IL .r j V !rte , ,e ,......___ 7 _.. ;Y f Icy C I = • • -ft - > Design b iteria for Splashblocks A typical downspout splashblock is shown in Figure ground is sloped away from the foundation 3.7. In general,lithe - vegetation and area for effectiYe undatian and there is adegtta#e disperse storm moll If the d °n' lashblocks will adequately a or if foundation ground level;ifthe structure includes downspout won proposed,splashblocks with a better choice because the e • Y the foundation. discharge point p to a$Plashbiock/disc a Downspout exfensions can include point a considerable distance from the - wnSpOi as long as the runoffcan travel through•a well-vegetated area as 'bed below. - • • Thefogoyng apply to the use of splashblocks: 1.. A vegetated flowpath of at least SO feet should and , should be maintained between aanypcopertylu , .s . stream,wetly lake,or other. � lope, I buffers sous surface. Sensitive area may count toward flo th lengths.- gths • • 2.. "A timitm.of 700 square feet of roof area ma y drain to each splahblock. 3. A sFlashblocg or a.pad of - erush . inches �rock(2 feet wide by 3 feet long by 6 deep)should beplaced at.e do 4. No downspout discharge point. onorfl flooding of - S- itunoff dis downstream properties may result 1 towards landslide hazard areas must ! i by a professional engineer with geotechnical be I geologist Splashblocks may not be placed on o above expertise lo� � I f than 20%or above erosion greater Lazard areas without evaluation by Professional engineer with eotechnieal e a geologist,h dro efllogist,-o �or a licensed • approval, y g engineering geologist,and jurisdiction 6. For sites with septic systems,the discharge of the primary and reserve point must be downslope waived if site Winfield .This requirement may be topography clearly prohibits flows from intersecting the drainfteld or where site conditions soil systems,etc)indicate that this is unnecessary,ability,distance between 1i Februa 2005 n' Volume Ill—My logo Analyst and Flow Control BMPs 3-15 ! I . - , - i! • - • tt II •i i • � F • - sp • serves up to ��- „� , 700 sf.Of roof NY min. - -4 I Vim. : 1� � � ,: • MINI- .. :„ . Splash l4�• 1 bock .; I it . i :,• roiry '� Downspout extension I - :t I NT . . 1 ` Splash i s I block ' t . i ,1- � Ii. 1 i Figure 3.7 Typical Downspout Splasihbiock Dispersion : I I : 1 1 1 I t 1 3-16 Volume Ill—Hydrologic Analysis and Flow Control BMPs ebruary 2005 I BMP C233: Silt Fence Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical bather to sediment and reducing the runoff velocities of overland flow. See Figure 4.19 for details on silt fence construction. Conditions of Use Silt fence may be used downslope of all disturbed areas. • Silt fence is not intended to treat concentrated flows,nor is it intended . to treat substantial amounts of overland flow: Any concentrated flows must be conveyed through the drainage system to a sediment pond. The only circumstance in which overland flow can be treated solely by a silt fence,rather than by a sediment pond,is when the area draining to the fence is one acre or less and flow rates are less than 0.5 cfs. • Silt fences should not be constructed in streams or used in V-shaped ditches.They are not an adequate method of silt control for anything deeper than sheet or overland flow. Joints in filter fabric shall be spaced at posts.Use staples,wire rings or 2•x2"' ,14Gaoor equivalent to attach fabric to posts eq � l strength fabric used I Filter fabric n-r-�-a=n=n=a—�—..—. n=11=11—II=11 =11=11=a-N�.. =11=:11:71- —11—I-11—II—il-11—II—II— _ ==I 1- — I-1 .�, -T 1 6'max = T'T . Minimum 454"trench 1 E Backfill trench with native soil Post spacing may be increased or 3/4'-1.5'washed gravel to 8'if wire backing is used 2"x2"wood posts,steel fence posts,or equivalent Figure 4.19-Silt Fence Design and • Drainage area of 1 acre or less or in combination with sediment basin Installation in a larger site. Specifications • Maximum slope steepness(normal(perpendicular)to fence line) 1:1. • Maximum sheet or overland flow path length to the fence of 100 feet. • No flows greater than 0.5 cfs. • The geotextile used shall meet the following standards. All geotextile properties listed below are minimum average roll values(i.e.,the test result for any sampled roll in a lot shall meet or exceed the values shown in Table 4.10): 4-94 Volume II-Construction Stomwater Pollution Prevention February 2005 O T4ble 4.10 Geotextile Standards Polymeric Mesh AOS 0.60 mm maximum for slit film woven(#30 sieve). 030 (ASTM 1)4751) mm maximum for all other geotextile types(#50 sieve). 0.15 mm minimum for all fabric types(#100 sieve). Water Permittivity 0.02 see' r r r r r i e r um (ASTM D4491) Grab Tensile Strength 180 lbs.Minimum for extra strength fabric. (ASTM 1)4632) 100 lbs minimum for standard strength fabric. Grab Tensile Strength 30%maxinBum . (ASTM 1)4632) . • Ultraviolet Resistance 70%muunall n (ASTM D4355) • Standard strength fabrics shall Cbe supported with wire mesh,chicken wire,2-inch x 2-inch wire,safety fence,or jute mesh to increase the strength of the fabric. Silt fence materials are available that have synthetic mesh backing attached. • Filter fabric material shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of six months of expected usable construction life at a temperature range.of 0°F.to 120°F. • 100 percent biodegradable silt Fence is available that is strong,long lasting,and can be left in place after the project is completed,if permitted by local regulations. • Standard Notes for construction plans and specifications follow. Refer to Figure 4.19'for standard silt Ifence details. The contractor shall install and maintain temporary silt fences at the locations shown in the Plans. The silt fences shall be constructed in the areas of clearing,grading,4tn.drainage prior to starting those activities. A silt fence shall not be considered temporary if the silt fence must function beyond the life of the contract. The silt fence shall prevent soil carried by runoff water from going beneath,through, or over the top of the silt fence;but shall allow the water to pass through the fence. The minimum height of the torli of silt fence shall be 2 feet and the maximum height shall be 2'A feet above the original ground surface. The geotextile shall be sewn t•:ether at the point of manufacture,or at an approved location as dete is s ed by the Engineer,to form geotextile lengths as required. All sewn - . 11 shall be located at a support post. Alternatively,two sections of slt fence can be overlapped,provided the Contractor can demonstra to the satisfaction of the Engineer,that the overlap is long enough and that the adjacent fence sections are close enough together to prey t silt laden water from escaping through the fence at the overlap. February 2005 Volume II—Construction Stom►water koilution Prevention 4-95 $ • • The geotextile shall be attached on the up-slope side of the posts and support system with staples,wire,or in accordance with the manufacturer's recommendations. The geotextile.shall be attached to the posts in a manner that reduces the potential for geotextile tearing at the staples,wire,or other connection device. Silt fence back-up support for the geotextile in the form of a.wire or plastic mesh is dependent on the properties of the geotextile selected for use. If wire or plastic back-up mesh is used,the mesh shall be fastened securely to the up-slope of the posts with the geotextile being up-slope of the mesh back-up support. The geotextile at the bottom of the fence shall be buried in a trench to a minimum depth of 4 inches below the ground surface. The trench shall be backfilled and the soil tamped in place over the buried portion of the geotextile,such that no flow can pass beneath the fence and scouring can not occur. When wire or polymeric back-up support mesh is used,the wire or polymeric mesh shall extend into the trench a minimum of 3 inches. The fence posts shall be placed or driven a minimum of 18 inches. A minimum depth of.12 inches is allowed if topsoil or other soft subgrade soil is not present and a minimum depth of 18 inches cannot be reached. Fence post depths shall be increased by 6 inches if the • fence is located on slopes of 3:1 or steeper and the slope is perpendicular to the fence. If required post depths cannot be obtained, the posts shall be adequately secured by bracing or guying to prevent overturning of the fence due to sediment loading. Silt fences shall be located on contour as much as possible,except at the ends of the fence,where the fence shall be turned uphill such that the silt fence captures the runoff water and prevents water from flowing around the end of the fence. If the fence must cross contours,with the exception of the ends of the fence,gravel check dams placed perpendicular to the back of the fence shall be used to minimise concentrated flow and erosion along the back of the fence. The gravel check dams shall be approximately 1- foot deep at the back of the fence. It shall be continued perpendicular to the fence at the same elevation until the top of the check dam intercepts the ground surface behind the fence. The gravel check dams shall consist of crushed surfacing base course,gravel back-fill for walls,or shoulder ballast. The gravel check dams shall be located every 10 feet along the fence where the fence must cross contours. The slope of the fence line where contours must be crossed shall not be steeper than 3:1. Wood,steel or equivalent posts shall be used. Wood posts shall have minimum dimensions of 2 inches by 2 inches by 3 feet minimum length,and shall be free of defects such as knots,splits,or gouges. 446 Volume 11-Construction Stonnwater Pollution Prevention February 2005 • • t Steel posts shall consist of either size No.6 rebar or larger,ASTM A 120 steel pipe with a minimum diameter of 1-inch,U,T,L,or C shape steel posts with a minimum weight of 1.35lbsft.or other steel posts having equivalent strength an bending resistance to the post sizes listed. The spacing of the v ;• .. posts shall be a maximum of 6 feet. Fence back-up support,if used,shall-consist of steel wire with a maximum mesh spacing of 2 inches,or a prefabricated polymeric mesh. The strength of the wile or polymeric.mesh shall be equivalent to or greater than 180 lbs.grab tensile strength. The polymeric mesh must be as resistant to ultraviolet radiation as the geotextile it supports. • Silt fence installation using the slicing method specification details follow. Refer to Figure 4.20 tor slicing method details.. The base of both end posts most be at least 2 to 4 inches above the top of the silt fence fabric on.the upiddle posts for ditch checks to drain properly. Use a hand level orjstring level,if necessary,to mark base points before installation. Install posts 3 to 4 feet apart in critical retention areas and 6 to 7 feet apart in standard applications.. Install posts 24 inches deep o*the downstream side of the silt fence, and as close as possible to the fabric,enabling posts to support the fabric from upstream water pressure. Install posts with the nipples‘acing away from the silt fence fabric. Attach the fabric to each post with three ties,all spaced within the top 8 inches of the fabric. Attach each tie diagonally 45 degrees through the fabric,with each puncture at least 1 inch vertically apart. In additibn,each tie should be sitioned to hang on a post nipple when tightening to prevent sagging.; Wrap approximately 6 inches of fabric around the end posts and secure with 3 ties. No more than 24 inches of a 36-inch fabric is allowed above ground level. The rope lock system must be used in all ditch check applications. The installation should be checked and corrected for any deviation before compaction. Use a#labladed shovel to tuck fabric deeper into the ground if necessary. Compaction is vitally im•$ . ' for effective results. Compact the soil immediately next to the silt f:f ce fabric with the front wheel of the tractor,skid steer,or roller ex m g at least 60 pounds per square inch. Compact the upstream side . and then each side twice for a total of four trips. February 2005 Volume Il—Construction Stormwatest Pollution Prevention 4-97 ask II/ ) ' III • • • Any damage shall be repaired immediately. ( Maintenance • If concentrated flows are evident uphill of the fence,they must be Standards intercepted and conveyed to a sediment pond. • It is important to check the uphill side of the fence for signs of the fence clogging and acting as a barrier to flow and then causing channelization of flows parallel to the fence. If this occurs,replace the - fence or remove the trapped sediment • Sediment deposits shall either be removed when the deposit reaches approximately one-third the height of the silt fence,or a second silt • fence shall be installed. • If the filter fabric(geotextile)has deteriorated due to ultraviolet breakdown,it shall be replaced. Pradho tosiakt I row SPACINGI mom Or Vow&we sem mow . 4 ' ..max.Ns paella.areas 1111 .• -I • .1,eV A,,..,,,,,, *,,,..,,,,,,,, seit - Aftmeltilabsta la ,I, '..'s. . . alliseresmo Weal port .,1 if , ,. . PLOW--•• 1 II "w4 .•- ,v,;:„.-..:- POOT OMNI .''-,,"/." ' --J::- set Immo aim alkamo i asimaido Imam aralad - ,.?4,it.c ,,- valliktlentes sualtilial I ****de sham enpapsal • Me pas.O.or wow ' .•.--;f4 • . - Pastas aiiklirlisvi '1." VIVA. , 11111%asumpwilso '', deutilesemmair. ..: . M 4 ,/* le 1 • • ' ' t .'._is,. S'• ',!' t, • \ & • .'W,,* ,' . ss.4, '' ••'. % • ' ■("Y% / , tim.,. -..•,,••••••••••••••m•.7, fs,t, 1 • / #‘/ .4). / * A -4 '...4 •Gm*rabic at prowl neadad. it • ',/-i-:* ■f&//,4',#› , •Ilibellas•Vesper pod.Matt&top ref...Mc. e, ..(.• / ', At e0A/A.* * * 1*K(4k.\‘" .g *Polka sack failaasaelbta Placialile l'aill"'Ocal,i4 •Nang au*114 as a pulpit**, , , No mom then 2ect a 38"fabric so cow ass oss sr soi!iitt., ,,i is slowod above round Rol ot illt fence asOrrxe OPPrition . P.* ,lothlied ' 1 1111101111111111111111111111 VI)-"Ill . . . . Faiaft• , Stfenee ,,. ,,•lOpin.'5' ,..1,'" •'-. ' -4...f,','"4-c.•-:*.-:5.'">/k.:, ',mit-----,,---- ‘' ' ' t ••• . • _ - . ' 1 NOSIgi4441111Point • ' 3.010/1104: : . 118 17"1"11.;-''' '-ecatriasd fratalation ' - Vtlorstoty plowis me sedtopkaii10 because otSilisittii*snpacton figure 4.20-Silt Fence Installation by Slicing Method . 1 i 4-98 Volume II—Construction Stormwater Pollution Prevention February 2005 • • • BMP C105: Stabilized Construction Entrance Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by vehicles or equipment by constructing a stabilized pad of quarry spalls at entrances to construction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic will be leaving a construction site and traveling on paved roads or other paved areas within 1,000 feet of the site. On large commercial,highway,and road projects,the designer should include enough extra materials in the contract to allow for additional stabilized entrances not shown in the initial Construction SWPPP. It is difficult to determine exactly where access to these projects will take place;additional materials will enable the contractor to install them where needed. Design and • See Figure 4.2 for details.Note:the 100'minimum length of the Installation entrance shall be reduced to the maximum practicable size when the Specifications size or configuration of the site does not allow the full length(100'). • A separation geotextile shall be placed under the spalls to prevent fine sediment from pumping up into the rock pad. The geotextile shall meet the following standards: _ Grab Tensile Strength(ASTM D4751) 200 psi min. Grab Tensile Elongation(ASTM D4632) 30%max. Mullen Burst Strength(ASTM D3786-80a) 400 psi min. AOS(ASTM D4751) 20-45(U.S. standard sieve size) • Consider early installation of the first lift of asphalt in areas that will paved;this can be used as a stabilized entrance. Also consider the installation of excess concrete as a stabilized entrance. During large concrete pours,excess concrete is often available for this purpose. • • Hog fuel(wood-based mulch)may be substituted for or combined with quarry spalls in areas that will not be used for permanent roads.Hog fuel is generally less effective at stabilizing construction entrances and should be used only at sites where the amount of traffic is very limited. Hog fuel is not recommended for entrance stabilization in urban areas. The effectiveness of hog fuel is highly variable and it generally requires more maintenance than quarry spalls. The inspector may at any time require the use of quarry spalls if the hog fuel is not preventing sediment from being tracked onto pavement or if the hog fuel is being carried onto pavement. Hog fuel is prohibited in permanent roadbeds because organics in the subgrade soils cause degradation of the subgrade support over time. • Fencing(see BMPs C103 and C104)shall be installed as necessary to restrict traffic to the construction entrance. 4-8 Volume II—Construction Stormwater Pollution Prevention February 2005 O S • Whenever possible,the entr¢nce shall be constructed on a firm, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. Maintenance • Quarry spalls(or hog fuel)shall be added if the pad is no longer in Standards accordance with the specificftions. • If the entrance is not preven#ing sediment from being tracked onto pavement,then alternative Measures to keep the streets free of sediment shall be used. Thi.4 may include street sweeping,an increase in the dimensions of the entpance,or the installation of a wheel wash. • Any sediment that is tracked onto pavement shall be removed by shoveling or street sweepingi. The sediment collected by sweeping shall be removed or stabiliz$d on site. The pavement shall not be cleaned by washing down thje street,except when sweeping is ineffective and there is a throat to public safety. If it is necessary to wash the streets,the construction of a small sump shall be considered. The sediment would then bed washed into the sump where it can be controlled. • Any quarry spalls that are loosened from the pad,which end up on the roadway shall be removed iMmediately. • If vehicles are entering or exiting the site at points other than the construction entrance(s),fencing(see BMPs C103 and C104)shall be installed to control traffic. • Upon project completion an4l site stabilization,all construction accesses intended as permanent access for maintenance shall be permanently stabilized. Driveway shall meet the requirements of the permitting alffrhcY It is recommended that the entrance be crowned so that runoff drains of the pad Instal• culvert ' Miheretsa `r-%^ le • 12inin.thickness__T-- Provide full width of tnprsss/epress area Figure 4.2—Stabilized Construction Entrance February 2005 Volume ll—Construction Stormwaier Pollution Prevention 4-9 # • 4c)Lw " ,/ l" eg--o . 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Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes a n Setbacks i‘-(?-12- l' mimum setbck from shoreline top of bank(as depicted on the site t plan)is 71 feet. Minimum east and west property line setbacks shall be 5 feet. Minimum setback from Osprey Lane right-of-way shall be 5 feet. Erosion Control SEE CONDITION 2&3 Foundation Footing a 1,4 Z /Z lFooting Drains . l Foundation Stem Wall ' )4 1 Zi fel; Underground Plumbing p/�,� �K Under Floor Framing tud/ 'mil Straps(hold downs) Q — `2 Ext.Shear Wall Nailing L" ..j Fys Rough-in Plumbing 1 1-, -t/--_ 0 4k Shower Pan RS// 3 � Framing t(s-e_ (Z fr Airseal (/ /I''-h 7 Insulation:Walls • e�- (o'l 7__ I �/� ' j Insulation:Floors 1412- C Insulation:Ceiling i t- ,1 t_. 4 Int.Shear Wall Nailing l 1-2.19 - tL Wallboard Nailing VI// Z F J Gas ' G . c error P ank Heat/Chimney Clearance -Vl0`rs-- pry Duct Test Cert tki , Blower Airtight Test :2_1(4/S— 1(65 ' - i D �I�p� c' ft>, Smoke&CO2 ' V '//c j Dryw nage SEE CONDITION 1 FOR SPLASHBLOCKS Address Posted Ws-- fIn4= , ckL(914)-(/U x a-iU me. 0 • 25.7 FINAL INSPECTION b//c 111/gZS FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR BUILDING PERMIT S Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD12-00088 Received Date: 3/19/2012 SITE ADDRESS: 312 OSPREY LN Issue Date 4/19/2012 BRINNON, 98320 Expiration Date 4/19/2013 OWNER: WILLIAM A SNYDER PHONE: 206-290-3940 15960 SANDY HOOK RD NE POULSBO WA 98370-7819 PULALI POINT PARTNERS LARGE LO SUBDIVISION: Block: Lot: 8 PARCEL NUMBER: 601195008 Section: 19 Township: 26 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NSFR in conjunction with a shoreline exemption permit(SDP12-00015) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,242 VALUATION 350,000.00 ADD'L: 608 HEAT TYPE: RAD CODE EDITION: 2009 HEAT BASE: HEAT TYPE: EEE OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: 217 SHORELINE: GARA CONST TYPE: DECKLE 532 SETBACK: 50 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 06085 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $2,393.75 LYK 03/19/12 131554 Exist: 0 Exist: 0 Plan Check $1,555.94 LYK 03/19/12 131554 Prop: 3 Prop: 3 State Building Code $4.50 LYK 03/19/12 131554 Total: 3 Total: 3 Potable Water Application $64.00 LYK 03/19/12 131554 Total: $4,018.19 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 7 am the day the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY -THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED . . CONDITIONS for Building Permit# :BLD12-00088 1.) DESIGN CRITERIA FOR SPLASHBLOCKS: A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS. A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. A SPLASHBLOCK OR A PAD OF CRUSHED ROCK(2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS. 2.) A SILT FENCE SHALL BE INSTALLED LANDWARD OF THE SHORELINE TOP OF BANK AS CLOSE AS PRACTICABLE TO THE CONSTRUCTION SITE PRIOR TO ANY LAND DISTURBING ACTIVITY. APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT SILT DOES NOT ENTER THE DABOB BAY. THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5 INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING CAN NOT OCCUR. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED. 3.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. • S 4.) The total vegetative clearing area shall not exceed 6,000 square feet, excluding driveways & utilities. 5.) The area encompassed by the plat of Pulali Point may contain Native American archaeological resources. In the event that archaeological resources are encountered on the site in the course of development activities, the relevant lot owners and contractors shall immediately cease work and notify the Jefferson County Department of Community Development, the Department of Archaeology and Historic Preservation (DAHP), and the Skokomish Tribe. Work shall not be started again until the site has been examined by a professional archaeologist and appropriate measures are taken to avoid impacts to archaeological resources. 6.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 7.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three(3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 8.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 9.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 10.) The property owner shall comply with Water Conservation Measures(per list maintained by the UDC Administrator). 11.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 12.) Not more than 2 unlicensed vehill/shall be stored on any lot unless totally silned from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage)yards. In no case, shall any such junk motor vehicles be stored in a critical area. 13.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 14.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 15.) The building height is not to exceed 35 feet. 16.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 17.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 18.) Minimum setbck from shoreline top of bank(as depicted on the site plan) is 74 feet. Minimum east and west property line setbacks shall be 5 feet. Minimum setback from Osprey Lane right-of-way shall be 5 feet. 19.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline.