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HomeMy WebLinkAboutBLD2014-00123 •UILDING PERMIT APPLICA•N BLD14-00123 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00123 Received Date: 4/8/2014 SITE ADDRESS: 193 PARADISE BAY RD PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 LUDLOW COVE DIVISION 1 PHASE 1 SUBDIVISION: Block: Lot: PARCEL NUMBER: 968800102 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NSFR w/attached garage, no heat, no plumb. (for demonstration) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,222 VALUATION 264,120.00 ADD'L: 644 HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: 405 SETBACK: DECK: 482 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 3 Prop: 2 Total: 3 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Total: :APPROVED MAY 292014 Jefferson County DCD UlirlcTarklrlafo\fnrrne Ir RI fl Ann Rid rnf All mmni S°N CO DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,W A 98368 Tel:360.379.4450 Fax:360.379.4451 � .� Web:www.co.iefferson.wa.us/communitvdevelopment RCS l:dcddi co.iefferson.wa.us is7 CO- CERTIFICATE OF OCCUPANCY PERMIT#: BLD14-00123 APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 SITE ADDRESS: 48 ANCHOR LN. Issue Date: 05/29/2014 Final Date: 9/9/2015 SUBDIVISION: 9689 - LUDLOW COVE DIVISION 2 Block: Lot: PARCEL NUMBER: 968900001 Section: 17 Township: 28 N Range: 1E PROJECT DESCRIPTION: NSFR w/attached garage, no heat, no plumb. (for demonstration). THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 9/9/2015 \\tidemark\data\forms\F_BLD_Occupancy.rpt 9/16/2015 Sally Ellis From: Sally Ellis Sent: Friday, May 29, 2015 10:05 AM To: 'Cliff O'Brien' Cc: Elizabeth Williams Subject: RE: Permit Expiration Dear Cliff You can come in next week and pay-or you can just mail the check in-The Renewal fee for 2014 is$234.00 I will make a note in the building permit that you will pay this fee by next week. If you have any other questions please feel free to contact me. Thank you Sal Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St., Port Townsend,WA 98368 Mon-Thurs 9am-4:30pm,closed from 12-1 Ph: 360-379-4452 Fax: 360-379-4451 sellis@jco.jefferson.wa.us http://www.co.jefferson.wa.us From: Cliff O'Brien [mailto:COBrien @westharborhomes.com] Sent: Friday, May 29, 2015 9:36 AM To: Sally Ellis Subject: Permit Expiration Apparently we have a permit that expires today. Can I come in and pay next week?Also how much is the renewal fee? Permit number is BLD14-00123 Thanks, Cliff O'Brien Construction Manager Westharbor Homes/Port Ludlow Associates,LCC 70 Breaker Lane,Port Ludlow,WA 98365 westharborhomes.com 360-437-8242 1 Cliff O'Brien From: Phillip Hui <PHui @strongtie.com> Sent: Friday, August 15, 2014 11:16 AM To: Cliff O'Brien Subject: LTT2OB raised off concrete Attachments: LTT20B.PNG Hey Cliff, I've attached our code report for the LTT2OB that states it can be raised from 4.5" to 18" as long as the additional deflection from rod elongation is accounted for. Have a great one, Phillip Hui, E.I.T. Engineering Support Technician Simpson Strong-Tie 209-941-1139 1 EVALUATION REPORT ..� Report Number. 130 _ ! Originally Issued: 12/2008 Revised: 03/07/2014 Valid Through: 12/2014 TABLE 1:ALLOWABLE LOADS FOR THE LTT AND HTT NAIL HOLD-DOWNS(TENSION TIES) ALLOWABLE DISPLACEMENT A AT DIMENSIONS FASTENERS MIN.WOOD TENSION MAXIMUM LOAD 6'' MOOEL MEMBER LOADS'(*3 P (I^.) NO. THICKNESS' Imo) ' ° W L CL a SO ANCHOR FASTENER (Inches) Co.1.6 BOLT QUANTITY -pmt As 8-10dxl% 3 1310 0.180 0248 LTT19m 1% 19% 1% 2% 5/is %.%or'l. 8-104 3 1340 0.157 0233 10-10cdxl% 3 1355 0.195 0.250 LTT20B e41 2 1% 3% 5/,6 %or%. 10.10d 3 1500 0.185 0250 2-W 1301165 3 1625 0.183 0.250 LTTI31 3% 31 1% 2% % % 18.10dxl% 3 1350 0.193 0.250 18-10dx1% 3 3610 0.086 0.135 HTT4 2' 12% 1% 2 71,6 % . 18-16dx2''A i"1 3 4235 0.123 0.201 26-100xl% 3 4350 0.120 0.209 HTT5 2% 16 1% 2 '/,e % 26-10d 3 4670 0.116 0.234 26-16dx.2%d 111 3 5090/B1 0.135 0.250 26-10dx14 1%m 4065 0.103 0.190 HTT5-3/4 2% 16 1% 2 '/,6 % 26 SD10112 1%"x 4830 0.100 0.159 26-12'k11" 3 5090 0.121 0.197 SL-1 inch=25.4 mm.1 Ins=4.45 N. - 1. Tabulated allowable loads are for a hold-down assembly consisting of the hold-down device attached to wood structural with a certain minimum wood thickness,or a multiple members attached together as shown in Table t The minimum width of the wood members shall be 3-1/2 inches.except as noted. 2. Allowable loads for the hold-down assemblies are based on allowable stress design(ASD)and include the load duration factor.Co=1.6.[arresponth with rand/earthquake loading in accordance with the NDS. No further increase is aimed. Reduce where other bad durations govern. 3. When using the basic load combinations in accordance with 2012(2009)(2006)NBC Section 1 605.3.1,the tabulated allowable loads for the hold-down assembly shall not be increased for wind of earthquake loading. When using the alternate basic toad Combinations in 2012(20 9)(2006)19C Section 1605.32 that includes wind or earthquake bads.the tabulated allowable loads for the hold-down assembly shall not be increased by 33%percent.no _ the alternative basic toed combinations be reduced by a factor of 0.75. 4. Anchorage to concrete or masonry shall be determined in accordance with Section 4.12 of this repot 5. Tabulated allowable(ASD)tension loads shall be multiplied by 1.4 to obtain the strength-level resistance loads associated with the tabulated_1. deMrrneliars. 6. Tabulated cksplacement statues..1. and.4.for hold-down assemblies irdude all sources of hold-down assembly elongation.such as fastener sap,hot:- down device extension and notation.and anchor rod elongation,at ASD-level and level Forces rweacx T`"K'tsw.+-v '° w.rsa,nw. -a °•+=xs° sera..ate=n-:r,ias+a`svx`..r e..s.= 7•a ;' ^f, deflection. .. _ .... . 8. If a A or%inch diameter anchor bud is used for the LTT19 or LTT208,add a standard cut washer to the seal No additional washer is required bra': inch diameter anchor bolt See table for specified anchor bolt sizes. 1 9. Wood member bolts sl>el be in accordance with Section 3.232 of this report 10. Allowable tension load for HTT5 with Miming washer 8P518-2 is 5295 Fos (A.1,7-0.126..s.=0.179). 11. 16d common nails are permitted to substitute for 16dx2W oils. 12. The minimum width d the wood structural member shat be 5-112 inches(246 ncmiha). 13. The minimum width of the wood structural member that be 7-114 inches(268 nominal). Page 5 of 7 MICHAEL J.ANDERSON Civil Engineer &Land Surveyor 330 Cleveland Street Port Townsend,WA 98368 I MEMO DATE: June 5, 2014 TO: Jefferson County Community Development Department Attention: Building Department FROM: Michael J. Anderson PF 0 PE & PLS °F w a s yy < c ( 0 -� z / 4.r......'491 e.i / f , *. . 4/5-i- 04/4pr ' EXP. DATE: 05 / 05 / 16 SUBJECT: Ludlow Cove Phase II BLD14 - 00123 APN 988 800 102 tn. i , Attached is a revised copy of - 11 air wherein the Typical Perimeter Foundation detail has been changed to the prescrip i - • x8 ' footing and 8" stem wall with 2-No. 4 bars continuous in the footing. It is hereby requested that this change be approved and this plan substituted into the approved set. Please indicate if you need any additional information to complete your revie \so E v E t,\ Attachments: 1 ID JUN - 52014 c: Port Ludlow Associates, Owner U �' fEFFtRS�`coNN� O PT.OF COP:¢JOM OFVFI.(VENT to r to CO :,-,, gt . Y F o W 0 1O pp O O O N J O O O A o d�• MCI e..."-"" cam. cA (1 W W A O A O F y zp C a L) Y c a v O r x n n a n C trn r O A cn MI tmn ° 'ro x m C. > .-< - O A Z V tt Ca. a O 00 p ZO m o w, Q. Z n z c 00 01 n 1. i O O O ~� z d z z ,. r O ° H o O yy z H O Z O 5 ti rt O 1. up a 5 5 R. a a a a a 5 a a a a a` a V1 N V� Vi VI N V) . !A N u, VI Vi (l Vf .a "Cl "Cl 'C b 't7 b 16 b b b 47 b T3 'C a L.r 1 1 1 1 1 ■ 1 i 1 1 I 07 n ':f cn p ^n y -n W cn n -n ^a n _, ' F 9 5 n " o y y c c °o 5' a n co N .. a x = to R. w x °° c. Re 5' ti ° °Q oo y n N m a a n C1 p- o (� Re 0 CD 5' a� Z.CD .ri O a E. ea 0 5 5.5'CC 5. 0. 03 O 3 O 3 N_ oo N O W n e en W N J IJ h D O I 6' A m CO r) 7- tit A ;t C o C. C ,... 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BLD: �� �� � Date: S2-2,0 �� Contact Name: Owner: Contact Number: 360 Sre21 .; 79 Address: Ict 3 PA„2n,0,4r g 206 Notes: t �� `) s Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing X Under ground Furance Footing Rough In Air Seal Ste Footing V Above ground Gas Hydronic Exterior shear Exterior lines Straps Hot Water Htr Oil Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Man-Homes Gas/Wood stove Insulation Setbacks Final Inspection Floor Foundation Wall Block&Tile Address Posted Ceiling _''`� 'f JEFFERSON COUNTY 4- DEPARTMENT OF COMMUNITY DEVELOPMENT HINGE Date: ' '` Time Received: / • amp Mon. Tue. Wed. Thur. Fri. Date: c' BLD: /2'3 Contact Name: Owner: /1 Z..4 Contact Number: 360 `/ 3/7'',. Address: /4 3 7 4kortau 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furance Footing Rough In Air Seal Above ground Gas 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 F¢5c's `� JEFFERSON COUNTY `f DEPARTMENT OF COMMUNITY DEVELOPMENT H1,< Date: �1 �/� Time Received: /o�°QoZ am/pm Mon. Tue. Wed. Thur. Date: 9- 1 5 BLD: 14 _ + Z 3 Contact Name: Owner: TL Contact Number: 360 30/ 3i77 Address: 193 -tiRn,piSE I3Rr 12a 206 Notes: S1-1ZpP5 A $LacK(N6 Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing 'X Underground Furance Footing Rough In \X Air Seal Above ground Gas 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 ,03" cow JEFFERSON COUNTY / „` DEPARTMENT OF COMMUNITY DEVELOPMENT v Date: ''/LTime Received: /�r� 49/Pm Mon. Tue. / f ed Thur. Fri. V Date: / — /3 BLD: )q- 1L3 Contact Name: Owner: Pip Contact Number: 360 :?4,9/ 3/29 Address: 193 PA^R,aaaz. exy 206 Notes: fo 1 Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing A. Under ground Furance Footing Rough In Air Seal Above ground Gas 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 „� c-PK JEFFERSON COUNTY OF COMMUNITY DEVELOPMENT _ � / N DEPARTMENT,{H(NG.tO Date: 7 f Time Received: /l19�, a/pm Mon. 0 We W . Thur. Fri. Date: 7 BLD: i tf r 2.3 Contact Name: Owner: P Contact Number: 360 Address: j 9 3 go, 3r79 206 Notes: 1415 Foundation Plumbing Framing Propane Tank P Mechanical Setbacks Under-ground Framing Underground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Straps Oil p Hot Water Htr Ducts Interior shear Interior lines Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Setbacks Final Inspection Floor Foundation Wall Block&Tile Address Posted Ceiling 4' �°� JEFFERSON COUNTY ,,Noe DEPARTMENT OF COMMUNITY DEVELOPMENT t4 Date: ‘/2 4 Time Received: Ia : 1/4 arm Mon. Tue. Wed Thur. Fri. Date: (r L BLD: 14 . 00 ii 3 Contact Name: Owner: TLA Contact Number: 360 so/ 317q Address: ig3 `1DA12Ai is ny FD 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor 7< Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling 4, EF - •'4 C•UNTY q. mot. 2 DEPARTMENT OF COMMUNITY DEVELOPMENT 1]._�t, l 9`rHtNt° Date: b .(2 Time Received: -�]--r-T 7 /4 am/gym , Mgp Tue. Wed. Thur. Fri. Date: /o^ite, BLD: (4-- 123 Contact Name: Owner: Contact Number: 360 30/ 3/?q Address: I 9 3 Pa J9,IA- BA/ 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas 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 �"e-5O'' cbc2 JEFFERSON COUNTY il DEPARTMENT OF COMMUNITY DEVELOPMENT 0 liticr Date: (0(0 Time Received: )2J) am/g Mon. Tue. A• Thur. Fri. / L Date: („-k I BLD: 14- 1Z 3 Contact Name: Owner: Po Contact Number: 360 ;,v•\ 3)?et Address: 193 p 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Framing Underground Furance g Footing Rough In Air Seal Above ground Gas Stemwall )4, 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 ndation Wall Address Posted Tile Ceiling ,6 c Oc ew" K JEFFERSON COUNTY �ShINOO / DEPARTMENT OF COMMUNITY DEVELOPMENT Date: Time Received: 2 Z r am/pm Mon. ``�. . �L'L� Wed. Thur. Fri. ' J 123 Date: 6 --)0 BLD: Contact Name: Owner: Contact Number: 360 Address: 113 P,�,4c 3� 30/_3/?� 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Stra s Oil P Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Man-Homes Underfloor Gas/Wood stove Insulation Setbacks Final Inspection Floor Foundation Wall Block &Tile Address Posted Ceiling 4��450N `OO JEFFERSON COUNTY / 2K DEPARTMENT OF COMMUNITY DEVELOPMENT j ``�`rK f NGt°2 Date: G, 3`Time Received: /2 3 am,66) Mon. Tue. Wed. Thur. ©rj/ Date: ( / BLD: / 7 /,,?) Contact Name: eL1,✓,: Q'BQiaN Owner: Contact Number: 360 9'Q/ 309 7 Address: /9.- /n.:47.1-n& 206 Notes: �'/--1 Foundation Plumbing Framing aming Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing X- Rough In Air Seal Above ground Gas 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 1 ---.01, oN 4,cfs ? 2 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 11.11 r N01° Date: F-2.1 Time Received: I n amt0 Mon. Tue. Wed. 4 . Fri. Date: -1-? BLD: Pt /23 Contact Name: Owner: U}. Contact Number: 360 / 3i 7q Address: (I 3 Phr -A st, 206 Notes: 6 - Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas 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 2e: °o, JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT '-- �sHf NGIC. 4-04 Date: g 22Time Received: /72_ amiaP 41lZ■ Tue. Wed. Thur. Fri. Date: r9-} 25 - BLD: f("(-- /a 3 Contact Name: Owner: pc.A. Contact Number: 360 ;30/ / 79 Address: /43 J/1y a. 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas 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 4e0N coo *y JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 1'5.HI N°K ,/7� )ate: 9 g Time Received: /o/671(4 a CP Mon. Tue. apL.t�. Thur. Fri. Date: 1?-6? 3LD: / 7^ /1 Contact Name: Joiner: f?`4_ Contact Number: 360 <327/ 47°)t 206 4ddress: t f V ,17✓ d Notes: Propane Tank Mechanical Foundation Plumbing Framing Pro p Framing Underground Furance Setbacks Under ground 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 Ventilation Appliance Post Hole Gas/Wood stove Underfloor Man-Homes Insulation x Final Inspection C Setbacks Floor Foundation Wall Address Posted Su!I!ag GILL)8 >Iao18 palsod ssa.ippy IIeM uo!lepunoj aoold silaeglas uo!hadsul Ieu!j uo!;elnsul sawoH-ueW anols pooh/seg aooijiapun aaue!Iddy uo!lei!luaA aloH lsod mop sau!I aopalul aeags aoualul JTH aaleM loH sdeJzs I!O sau!I.iouapq Jeags aoualx3 D!uoJpAH IlemwalS seg punoa8 anogy leas a!y ul q nod 8u!looj aaueJnj punoJ8Japup gu!wead punoaS-Japup speglas leD!uetpaLN duel auedoad gu!weaj 8uigwnld uo!lepunoj :saloN 90Z l09-iNV 8 -7 :ssaJppy 1'QLp I ©� 09£ :JagwnN Iaeluog 17'14 :aaum :aweN lueluog c.4 --1--) I :018 —b :oleo '!ad angl 'Pam •anl -uolN wdtle _1+,� :pan!aaaa aW!l 7 b :alep IN31NdOl3A3a AlINf1WWOa JO IN3W12iVd3a 2tHsry AINflO0 NOSN3LI3f? a �oJ Hos�3 v rn ►j1 o ` n . 5 � \`\♦owls z r Z J C ► � ..'--1/p . 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D m co 0 DDOx b HJ Lz1 II E2 b c v _I r I O -rt Z xi ~ O < 0 N O CO O N O C7 D NN (A , (0 ±' O NO1NpWp � Z m ti 1�., o c r-r 0 CO C,z Co A Zero_Energy 2012 Washington Plans State Version Energilde: UA Alternative Worksheet, Type R`ccupancies Lot 1 Prototype D Ludlow Cove Phase 2 Port Ludlow Associates LLC 70 Breaker Lane Port Ludlow, WA 98365 L pi C IE C�v/7 E 360-437-8255 Contact: Brent Sasse APR 2 2014 [1 Conditioned Floor Area 1,866 JEFFERSON COUNTY Conditioned Building Volume 16794 DEPT.OF COMMUNITY DEVELOPMENT Weather Station Pon Townsend y Component Performance, R-3 occupancies Code Target Values Area UA Area UA Doors U = 0.300 104 31 104 30 Overhead Glazing U = 0.500 0 0 0 0 Vertical Glazing U = 0.300 280_ 84 286 84 FlatNaulted Ceilings U = 0.026 644 17 644 17 Wall (above grade) U = 0.056 1,861 104 1,855 106 Floors U = 0.029 1,222 35 1,222 31 Slab on Grade F = 0.540 0 0 0 0 Below Grade Wall U = 0.042 0 0 0 0 Below Grade Slab F = 0.570 0 0 0 0 Target UA Total 272 Proposed UA Total 267 Target Credits from Table 406.2 1.5 Proposed Credits from 1.5 Table 406.2 Qualifies If the Proposed UA <_the Target UA, and the Proposed Credits From Table 406.2 are ? those required in Section R406.2 than the home meets the 2012 WSEC. Exterior Doors Plan Component Door Width Height ID Description Ref. U Qt. Feet Inch Feet Inch Area UA Therma Tru aassic Craft 'V Custom 0.23 1 3 ° 8 ° 24 6 PlyGem Pro Series 960 HPSC Patio Door ■ Custom _ 0.30 1 6 ° 6 8 40 12 PlyGem Pro Series 9.60 HPSC Patio Door ' ' Custom 0.30 1 6 ° 6 8 40 12 Custom 0.00 _ 0 0 Custom 0.00 . 0 0 ■ 0 0.00 0 0 0 0.00 0 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 4/1/2014 1 of6 2012 Washington State Energ.de: UA Alternative Worksheet, Type Riccupancies Sum of Area and UA 104 30 Overhead Glazing: Plan Component Glazing Width Height ID Description Ref. U Qt. Feet Inch Feet Inch Area UA V 0 0.00 0 0 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 VI 0 0.00 0 0 Sum of Area and UA 0 Copyright 2013, WSUEEPIO-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 4/1/2014 2 of 6 2012 Washington State Energde: UA Alternative Worksheet, Type fillccupancies Vertical Glazing Plan Component Glazing Width Height ID Description Ref. U Qt. Feet '°`h Feet '"`h Area UA PlyGem 400 Series Single Hung HPSC ' 0 0.30 4 3 ° 6 ° 72 22 PlyGem 400 Series Single Hung HPSC V 0 0.30 3 2 8 5 2 41 12 PlyGem 400 Series Single Hung HPSC V 0 0.30 5 2 8 4 2 56 17 PlyGem 400 Series Single Hung HPSC V 0 0.30 1 1 8 3 ° 5 2 PlyGem 550 Series Casement HPSC V 0 0.28 4 3 4 5 ° 67 19 PlyGem 550 Series Casement HPSC V 0 0.28 2 2 8 5 Q. 27 7 PlyGem 550 Series Casement HPSC V 0 0.28 1 2 3 2 3 5 1 PlyGem 400 Series Single Hung HPSC v 0 0.30 1 3 ° 4 2 14 4 PlyGem 400 Series Single Hung HPSC V 0 0.30 0 2 ° 6 8 0 0 V . 0 0.00 0 0 V 0 0.00 0 0 v . 0 0.00 0 0 tip 0 0.00 0 0 V 0 0.00 I 0, 0 = -- v 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 = V 0 0.00 0 0 V 0 0.00 0 0 v 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 v 0 0.00 0 0 = . 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 V 0 I 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 0 0.00 0 0 V 0 0.00 0 0 v 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 0 I 0.00 0 0 I' ' 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 V 0 0.00 0 0 Copyright 2013.WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 4/1/2014 3 of 6 2012 Washington State Energlilde: UA Alternative Worksheet,Type FOccupancies ■ 0 0.00 0 0 N. 0 0.00 0 0 ■ 0 0.00 0 0 V 0 0.00 0 0 ■ 0 0.00 0 0 0 0.00 0 0 v 0 0.00 0 0 • 0 0.00 0 0 ' ' 0 0.00 0 0 'V !, 0 0.00 0 0 0 0.00 0 0 ' , 0 0.00 0 0 • 0 0.00 0 0 ■ 0 0.00 0 0 Sum of Area and UA 286 84 Glazing Area Weighted U 0.293 Flat/Vaulted Ceilings Plan Component Attic ID Description Ref. U Area UA R38 Batt Vault vented 2x14 16oc ' i 10-7 0.027 644 17 v . Custom 0.000 0 Custom 0.000 0 ■ Custom 0.000 0 Sum of Area and UA 644 17 Walls (Above Grade) Plan Component Wall ID Description Ref. U Net Area UA R21 cavity+RO foam STD 2X6W Lap ' 10-5 0.057 1,034 59 R21 cavity+RO foam STD 2X6W Lap ' 10-5 0.057 821 47 ■ Custom 0.000 0 0 v Custom 0.000 0 0 Sum of Area and UA 1,855 106 Floor(over crawl or exterior) Plan Component Floor ID Description Ref. U Area UA R38 vented Joist 16oc 10-3 0.025 1,222 31 0 0.000 0 ■ 0 0.000 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 4/1/2014 4 of 6 2012 Washington State Energlide: UA Alternative Worksheet, Type RSccupancies v 0 I 0.000 I 0 Sum of Area and UA L 1,222 31 Slab on Grade (less than 2 feet below grade) Plan Component Slab Slab ID Description Ref. F Length UA v ', Custom 0.000 0 v 0 0.000 0 v 0 0.000 0 v l 0 0.000 0 Sum of Area and UA 01 0 Below Grade Walls and Slabs Plan Component Wall Wall Wall Slab Slab Slab ID Description Ref. U Area UA F Length UA 0 0.000 0.0 0.000 0 • 0 0.000 0.0 0.000 0 V ' 0 0.000 0.0 0.000 0 v 1 0 0.000 0.0 0.000 0 Sum of Area, Length and UA 0 0.0 OI 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 4/1/2014 5 of 6 2012 Washington State Energlipde: UA Alternative Worksheet, Type Fccupancies Table R406.2 Summary Opt. Description Credit(s) la Efficient Building Envelope la 0.5 ❑ lb Efficient Building Envelope lb 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a '0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1..0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 0 1.0 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 0 0.5 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 3448 kWh ❑ Total Credits 1.5 *Please refer to Table R406.2 for complete option descriptions Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 4/1/2014 6 of 6 THERMAL PERFORVNCE :4y. t BUILDER SERIES 400 SINGLE HUNG BUILDER SERIES 400 SLIDING WINDOW NFRC CERTIFIED .. NFRC CERTIFIED ,=1,7.36.1i U Value SHGO VT R Value U Value SHGC VI WITH WARM EDGE WITH WARM EDGE 7,4"Clear 2.09 0.49 0.62 0.65 'Vs"Clear 2.04 0.49 0.62 0.65 "/.x"HP 3.23 0.31 0.29 0.55 "/ls"HP 3.23 0.3 0.23 255 '/,"HPSO 3.33 0.30 0.22 0.43 "ke HP5c 323 0.30 0.22 0.43 WITH WARM EDGE+ WITH WARM EDGE+ "/,d"HP 3.33 0.30 0.29 0.55 "j HP 3.33 0.30 0.29 0.55 °/,;'HP5" 3.45 0.29 0.22 0.43 n/s"HPsc 3.45 0.29 0.22 0.43 BUILDER SERIES 550 CASEMENT & AWNING BUILDER SERIES 460 SLIDING PATIO DOOR ; NFRC CERTIFIED NFRC CERTIFIED R V31ue U Value SHGC VT R Value U Value SHGC VT i • WITH WARM EDGE WITH WARM EDGE .j. -o V4"Clear 2.33 0.43 0.52 0.54 '/,"Clear 2.04 0.49 0.61 '/;'HP 3.57 0.28 025 i 0.46 a/,"HP 323 0.31 0.29 0.54 5114"HP3C 3.57 0.28 0.19 0.36 '11.,11 HPS'. 3.23 0.31 0.22 WITH WARM EDGE+ WITH WARM EDGE+ V,"HP 3.57 0.28 0.25 0.46 '/d'HP 3.23 0.31 0.29 0.54 V4"HP36 3.70 0.27 0.19 0.36 /,"HP5° 3.33 0.30 0.22 042 All units are NAMI certified and rated in accordance with R VALUE.Restrictive ambient air flow NFRC 100/200 standards by an AAMA accredited lab. U VALUE:Rate of heat loss Performance values reflectthe performance of units tested SHGC:Solar Heat Gain Coefficient p VT.Visible Transmittance with the following configuration:3mm glass,no grilles and IOU thickness specified in the chart. 49 16 THERMAL PERFORoANCE - PATIO DOOo PRO SERIES 800 SLIDING PATIO DOOR PRO SERIES 970 FRENCH SLIDING PATIO DOOR NFRC CERTIFIED NFRC CERTIFIED R Values U Fart_or SHGC VT R Vnlue U Factor SHGC VT WITH WARM EDGE WITH WARM EDGE '/i"Clear 2.04 0.49 0.63 9.56 '/."Clear 2.13 0.47 0.52 D.53 '/i"HP 3.23 0.31 0.29 0.56 '/a"HP 3.03 0.33 0.24 0.45 '/P HPW 3.23 0.31 0.22 0.44 '/r"HP"" 3.03 0.33 0.19 0.36 WITH WARMEDGE+ WITH WARM EDGE+ 'G"HP 3.23 0,31 0.29 0.56 '/."HP 3 3.13 0.32 0.24 0.45 3/4"HPK 3.23 0,37 0.22 0.44 _ V1'HP' 3.13 032 0.'9 0.35 PRO SERIES 960 SLIDING PATIO DOOR PRO SERIES 980 FRENCH SLIDING PATIO DOOR NFRC CERTIFIED NFRC CERTIFIED RValua U Factor SHGC VT RValue U Factor SHGC VT WITH WARM EDGE. WITH WARM EDGE '/."Clear 2.13 0.47 0.61 0.64 '/."Clear 2.13 0.47 0.52 0.54 '/."HP 3.33 0.30 C.26 0.54 3/."HP 3.13 0.32 0.26 0.47 '/."HP4c 3.33 230 0.22 0.42 '/."HP5c 3.13 0.32 0.23 0.38 '/e"HP2+ 3.85 0.26 0.27 0.49 1"HP2r4Ax 4.17 0.24 0.24 0 42 NOTE: r"HP3nnx 4.55 0.22 0.22 0.40 All units are NAMI certified and rated in accordance with NFRC WITH WARM EDGE+ 100/200 standards by an AAMA accredited lab. Performance 3/."HP 3.45 0.29 0.28 0.54 values reflect the performance of units tested with the following ' 3.45 029 0.22 0.42 configuration: 3A" IGU on dual pane glass packages and 1"on 395 Des 927 0.49 triple pane and R-5 glass packages,3mm glass and no grilles. watt R-5 OPTION R VALUE:Restrictive ambient air flow; U FACTOR:Rate of heat loss; 's 4.55 0.22 are ' 0.40 SHGC:Solar Heat Gain Coefficient; VT:Visible Transmittance Y tr. I ai" i .d* a-• ;ya AL. if t ' r .... • • Simple Heating System Size:Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section,some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at (360)956-2042 for assistance_ Project Information Contact Information l lot 1 Prototype D Port Ludlow Associates LLC Ludlow Cove Phase 2 Brent Sasse 360-437-8255 Heating System Type: 0 All Other Systems OO Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions . .____-___.—_"._.___-_. ____— Design Temperature Difference(AT) 45 tPort Townsend AT=Indoor 70 degrees)•Outdoor Design Te,np Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 1,866 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 9.0 16,794 Glazing and Doors U-Factor X Area = UA Instructions 0.30 390 117.00 Skylights U-Factor X Area = UA Instructions 0.50 0 --- Insulation Attic U-Factor X Area = UA instructions Select P Value '-" No selection 0 --- Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA R-36 vented � 0.027 644 17.39 Above Grade Walla pee Figure 11 U-Factor X Area UA Instructions R-21 Intermediate • 0.056 1,855 103.88 Floors U-Factor X Area UA Instructions -- -" " - -` 0.025 1,222 30.55 p-R-38 Below Grade Walls(sae Figure 1) U-Factor X Area UA Instruction=_ _ __ -"--- — - - _--------��� it. No Below Grade walls in this project. •- 0 Slab Below Grade(see Figure 1) • F-Factor X Length UA instructions °°—..�.___ ._._....- NO Slab Below.. Grade In this project 0 • Slab on Grade pee Figure 11 F-Factor X Length UA • Instructions - _-- _ - - 0 No Slab on Grade in this project. 7 --- Location of Ducts Instructions _. _._. -_- -'� Duct Leakage Coefficient No Duct' �' 1.00 Sum of UA 268.82 Envelope Heat Load 12,097 Btu/Hour Figure 1. Sum of UAXAT Air Leakage Heat Load Vo 8,162 Btu/Hour lume X OGXAT X.016 Above Grade Building Design Heat Load 20,259 Btu/Hour Air Leakage r-Envelope Heat Loss ""w*�•� Building and Duct Heat Load 20,259 Btu I Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Duds in conditioned space'Sum of Building Heat Loss X I Maximum Heat Equipment Output 25,323 Btu/Hour Building and Dud Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Lass X 1.25 for Heat Pump (07/01/13 Op Front Parcel Review OD N Parcel 968800102 (--D l ti_ 5 Printed: April 22, 2014 PORT LUDLOW ASSOCIATES LLC Site Address(es): 70 BREAKER LN 193 PARADISE BAY RD PORT LUDLOW, WA 98365 PORT LUDLOW, WA 983659766 Parcel Number: 968800102 S-T-R: 17-28N-01E Total Acreage 15 Legal Description LUDLOW COVE DIVISION 1 PHASE I TRACT E FUTURE Land Use: 9100 PHASE SUBJ/EASE#106422 Flood District: Fire District: 3 Planning Area: 7 Flood Map(FIRM) Panel No: School District 49 Zoning: COMP PLAN DESIGNATION: C`O, MMUNITY PLAN: UGA: UGA Trans [ pi Plot plan states "property line" [ Vi Assessor's Map (Property lines on submitted plot plan must match the property lines as identified on the Assessor's 114 map) [ vr- Legal Access to Property YES NO [ 1.1- Parcel Tags or Scanned Documents YES NO [j1 ESA's: Special Reports Nearby YES NO [ j,..' , Designated Ag YES NO [ ter Shoreline Designation:6 7 NO _;I/$er v e _ _/, a _ i6 ?.ice [ F.4--- Shoreline Slope Sta.lity: 0 NO /- // i, % Stream Type:YE er FWHCA: er, NO (So A: my //r ' , I.L_, - , : . (e_ Wetlands: YES , • IP k EA Rare Plants:YES 4 , Seismic: YES O Landslide: YES ' Flood: �.y No Erosion: YES la. Aquifer Rechar.e Area:111 NO &' S L SIPZ: 00°. At Risk High Risk oast. CMZ: done) High Risk Moderate Risk Disconnected CMZ Stormwater site plan s ... ed: YesNo [trr Forest Lands: YES 0 Adjoining Forest Lands: Commercial/ Rural/ lnholding [k(' Mineral Lands: YES 410. [ W Agricultural Lands: YES 41011k — ..3 [ V' Archaeology:4MP NO Arif+ 1. L ,�i !(bV [ Ld' No Shooting Zone: " NO ' o-4 [ 1/K Stormwater: New Impervious Surface and Disturbing Activity G 2il ESA's Stormwater Req's:Min Req#2 Min 'eq#1 thru#5 Min Req#1 thru#10 Engineering [ Notice Provisions/Disclosure:: •.o • o MRL YES NO _. Forest Lands YES NO [t( Landscaping Required: Ye• No _ [ E-] Parking Spaces Re • d NO op Other [ W Building Height: 35' UBC Stansard [ ] Impervious Surface coverage ercentage: o If0!g --grzs S C tact-, ) Resource Lands&Public: 10% Rural Residential: 25% Rural Indust Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ ] Total Building (s) Size: RVC:20,000 SF CC: 5,000 SF NC: 7,500 SF GC: 10 000 SF All others:subjecttOgliC&water constraints/None s ecified [ ] Setbacks: Front: b Left Side: c Right Side: Rear: Shoreline Setback: l" (� LSHA Setback: [ i4 Road Classification: T(Zvok Road Approach: EXISTING N REQ'D RAP [ ter SEPA Required: YES EXEMPT [ c,K Flood Certificate: CV ( A [ ri( Existing Case(s) & Condition(s): t Violations: Yes No [v( Recorded Date of Subdivision: f A AFN 41, •, .. . '� er 5yrs=UDC Plat Conditions: <Syr —Plat Conditions on plat or Old Ordinance [ 1,( Lots/Require Declaration of Restricti - ovenant YES tbmitted: YES NO [ C UGA No Protest Agreement YE rI submitted: YES NO [4 Site Visit conducted YES [ Require Final Zoning Approval NO [ ✓J' ADMIN.: Setbacks entered in Permit Plan cas- 110 YES New Parcel Tags entered i it Plan e' YES Special Reports Scanned j YES No parcel tags found for parcel Cases Associated with APN 968800102 Cases Name Review Type Status Planner BLD05-00499 PORT LUDLOW ASSOCIATES L W B Application Received: 7/29/2005 Permit Issued/Case closed: Case Finaled NIGHTINGALE BLD#1 26 UNITS OF 119 UNI f i IMESHARE RESORT DECKS/UNHEATED IS 9240 SQ FT - PLAN CHECK ONLY BLD05-00500 PORT LUDLOW ASSOCIATES L W Application Received: 7/29/2005 Permit Issued/Case closed: Case Finaled: BLD#2 26 UNITS OF 119 UNIT TIMESHARE RESORT DECKS/UNHEATED 9573 SQ FT- PLAN CHECK ONLY BLD05-00501 PORT LUDLOW ASSOCIATES L W Application Received: 7/29/2005 Permit Issued/Case closed: Case Finaled: BLD#3 24 UNITS OF 119 UNI 11 IMESHARE RESORT DECKS/UNHEATED 8838 SQ FT - PLAN CHECK ONLY BLD05-00502 PORT LUDLOW ASSOCIATES LI W Application Received: 7/29/2005 Permit Issued/Case closed: Case Finaled: BLD#4 23 UNITS OF 119 UNI f 1 IME SHARE RESORT DECKS/UNHEATED 8662 SQ FT - PLAN CHECK ONLY BLD05-00503 PORT LUDLOW ASSOCIATES L W Application Received: 7/29/2005 Permit Issued/Case closed: Case Finaled: BLD#5 10 UNITS OF 119 UNIT-l IME SHARE UNIT DECKS/UNHEATED 3110 SQ FT- PLAN CHECK ONLY BLD05-00505 PORT LUDLOW ASSOCIATES L W Application Received: 7/29/2005 Permit Issued/Case closed: Case Finaled: BLD#6 10 UNITS OF 119 UNI I ]IME SHARE RESORT DECKS/UNHEATED 3335 SQ FT- PLAN CHECK ONLY BLD05-00506 PORT LUDLOW ASSOCIATES L W Application Received: 7/29/2005 Permit Issued/Case closed: Case Finaled: BLD# 7 RECEPTION BLUING UI- 119 UNIT TIME SHARE RESORT DECKS/UNHEATED 1692 SQ FT- PLAN CHECK ONLY BLD14-00123 PORT LUDLOW ASSOCIATES L I P Application Received: 4/8/2014 Permit Issued/Case closed: Case Finaled: NSFR w/attached garage, no heat, no plumb. (for demonstration) \\tidemark\data\forms\R_Parcel_CRMLA.rpt 4/22/2014 Page 2 of 6 BLD92-08045 POPE RESOURCES F Application Received: 1/24/1992 Per Issued/Case closed: 1/28/1992 Ca inaled: NEW BANK IN EXISTING S I RUC TURE BLD92-00212 POPE RESOURCES F Application Received: 4/6/1992 Permit Issued/Case closed: 4/6/1992 Case Finaled: construction office BLD92-00533 POPE RESOURCES F Application Received: 8/14/1992 Permit Issued/Case closed: 8/14/1992 Case Finaled: Minor commercial alters ion BLD93-00397 POPE RESOURCES F Application Received: 6/14/1993 Permit Issued/Case closed: 6/15/1993 Case Finaled: replacement of two 4x12 deteriorated beams at entry of patio area oa o commercial center complex CAR94-00060 POPE RESOURCES W MICH Application Received: 7/29/1994 Permit Issued/Case closed: Case Finaled: SUB94-00074 POPE RESOURCES W D THOMASON Application Received: 7/29/1994 Permit Issued/Case closed: Case Finaled: to divide the 29-acre parcel into two lots of approximately 5 and 24 acres each. No development is proposed at this time. A portion of the land is currently being leased for use as a log dump; the rest of the land is vacant. COM06-00095 PORT LUDLOW ASSOCIATES L F B Application Received: 10/26/2006 Permit Issued/Case closed: Case Finaled: 10/31/2006 NIGHTINGALE Alleged clearing & grading without necessary permits FPA2605278 PORT LUDLOW ASSOCIATES L F Application Received: 5/30/2003 Permit Issued/Case closed: 6/10/2003 Case Finaled: 6/24/2003 Uneven Aged Harvest and Road Construction MLA05-00029 PRJ05-00012 MLA05-00029 PORT LUDLOW ASSOCIATES L P Application Received: 1/18/2005 Permit Issued/Case closed: Case Finaled: Ludlow Cove Division 2 - 120 unit condominium within Port Ludlow MPR SDP05-00002 MLA05-00029 PORT LUDLOW ASSOCIATES LI II A M FARFAN Application Received: 1/18/2005 Permit Issued/Case closed: 9/13/2005 Case Finaled: Ludlow Cove Division 2 - 120 unit condominium within Port Ludlow MPR situated on 14.66 acres. The proposed project will include six residential buildings; one reception/recreational building; a private road system, recreational amenities such as a private swimming pool, barbeques, spas, and public and private trails. Ludlow Cove will be served by public water and sewer systems and a storm drainage system. SUB05-00004 MLA05-00029 PORT LUDLOW ASSOCIATES LI IV W B Application Received: 1/18/2005 Permit Issued/Case closed: Case Finaled: NIGHTINGALE Ludlow Cove Division 2- 120 unit condominium within Port Ludlow MPR situated on 14.66 acres. The proposed project will include six residential buildings; one reception/recreational building; a private road system; recreational amenities such as a private swimming pool, barbeques, spas, and public and private trails. Ludlow Cove will be served by public water and sewer systems and a storm drainage system. ZON05-00005 MLA05-00029 PORT LUDLOW ASSOCIATES LI III W B Application Received: 1/18/2005 Permit Issued/Case closed: Case Finaled: NIGHTINGALE Ludlow Cove Division 2 - 120 unit condominium within Port Ludlow MPR M LA05-00464 PRJ05-00175 MLA05-00464 PORT LUDLOW ASSOCIATES L P Application Received: 7/29/2005 Permit Issued/Case closed: Case Finaled: BLD#1 26 UNITS OF 119 UNI I I IMESHARE RESORT MLA06-00221 PRJ06-00083 MLA06-00221 PORT LUDLOW ASSOCIATES L P Application Received: 6/12/2006 Permit Issued/Case closed: Case Finaled: Amendment No. 1 Port Ludlow Development Agreement 1\tidemark\data\forms\R_Parcel_CRMLA.rpt 4/22/2014 Page 3 of 6 SDP06-00019 MLA06-00221 Op PORT LUDLOW ASSOCIATES L: W B Application Received: 6/8/2006 Per Issued/Case closed: Ca inaled: NIGHTINGALE This project includes a proposed amendment to the existing Port Ludlow Master Planned Resort Code(MPR Code)to allow"timeshare" use for a 120-unit residential development within the Port Ludlow Master Planned Resort situated on 14.66 acres identified as Tract E of the Ludlow Cove Development. The proposal changes the current density from 4 dwelling units per acre (4:1) pursuant to the County Comprehensive Plan to the previous density of 16:1 in accordance with the 1995 Interim Urban Growth Area (Ordinance#01-0117-95). The proposed project includes six residential timeshare buildings, one reception/recreation building, a private road system, recreational amenities, including a private swimming pool, outdoor barbecues, spas, and public and private trails. The proposed project will be served by public water, sanitary sewer systems, and a storm drainage system. An existing wetland and stream, together with associated buffers, are located in a native growth protection easement, the boundaries of which are established as part of the Ludlow Cove Division 2 platting process. No work is proposed below the Ordinary High Water Mark (OHWM) of Port Ludlow Bay. Vehicular access to the new development will be provided via a new private road off Paradise Bay Road. Residential development is a "primary use"within the urban shoreline environment. A site plan, storm drainage plan, water and sewer plan, landscaping plan, and building elevations diagram are attached to this application. Geotechnical reports, traffic assessment, habitat management plan, and archaeological resources and traditional cultural places assessment have also been completed and are available for your review. This project will require a Jefferson County Shoreline Substantial Development Permit, Jefferson County Building Permits, Construction Plan Approval, and Hydraulic Project Approval from Washington Dept. of Fish and Wildlife for the discharge of stormwater. If the proposal is approved, policies and performance standards found in the amended 1994 Critical Areas(Ordinance No. 14-0626-95) and the 1989 Shoreline Management Master Program will be used to form permit conditions intended to mitigate adverse environmental impacts. Additional conditions or mitigation measures may be required under SEPA. This proposal is subject to environmental review and threshold determination under the State Environmental Policy Act (SEPA). The Department expects to adopt an existing environmental document, Mitigated Determination of Non-Significance and Lead Agency Status, prepared July 26, 2005, and issue a DNS for this proposal. This may be your only opportunity to comment on the environmental impacts of the proposal. A 10-day appeal period will commence upon issuance of the final threshold determination. Comments must be received within thirty (30) calendar days of the published public notice or by July 24, 2006. If no written response has been received within thirty (30) days, your agency will be presumed to have no comments. If necessary, the UDC administrator may grant an extension of time for comment. Please contact Barbara Nightingale at(360) 379-4472, if you desire an extension of time or have additional questions regarding this proposal. Location: Parcel Number 968 800 102 in Section 17, Township 28, Range 01 East, WM, located on Paradise Road at Breaker Lane, Port Ludlow, WA 98365. ZON06-00024 MLA06-00221 PORT LUDLOW ASSOCIATES LI W B Application Received: 5/4/2006 Permit Issued/Case closed: Case Finaled: NIGHTINGALE Amendment No. 1 Port Ludlow Development Agreement M LA07-00593 PRJ07-00152 MLA07-00593 PORT LUDLOW ASSOCIATES LI P Application Received: 10/25/2007 Permit Issued/Case closed: Case Finaled: The proposed project is cons ruc ion of a 42 lot single family subdivision within the development known as Ludlow Cove. PRJ14-00014 MLA07-00593 PORT LUDLOW ASSOCIATES Li A Application Received: 2/10/2014 Permit Issued/Case closed: Case Finaled: ZON13-00048- Phase I Stormwater Permit- Initial Clearing and Grading of Ludlow Cove II Subdivision ZON14-00006 MLA07-00593 PORT LUDLOW ASSOCIATES L' I A Application Received: 2/6/2014 Permit Issued/Case closed: 4/2/2014 Case Finaled: ZON14-00006 - Ludlow Cove II Phase II Stormwater Permit- Plat Development M LA07-00593" 1 ltidemarkldatalforms\R_Parcel_CRMLA.rpt 4/22/2014 Page 4 of 6 SDP07-013075 MLA07-00593* PORT LUDLOW ASSOCIATES L II A Application Received: 10/24/2007 Per Issued/Case closed: 9/16/2008 Ca Finaled: The proposal is to subdivide Ludlow Cove Division 1, Phase 1, Tract E to encompass 42 single-family residential lots on 14.66 acres to be known as Ludlow Cove Division II. The Lots will average 6,106 square feet and will be served by the Olympic Water and Sewer System and include 7.7 acres of open space and a Native Growth Protection Easement. Vehicular access to Ludlow Cove II will be provided via one access from Paradise Bay Road. The Picnic Point pedestrian trail will be extended through the project site, along the northern portion of the loop road, to a connection with the Around the Bay Trail at Paradise Bay Road. The proposed project does not include any work below the Ordinary High Water Mark of Port Ludlow Bay. One storm drainage outfall will be constructed at the edge of the stream buffer and one at the edge of the shoreline buffer. An existing Category II Wetland and Type 3 Stream, together with their associated buffers, will be located in a Native Growth Protection Easement(NGPE)which was approved and established under the Ludlow Cove Division I subdivision. The proposal requires a Type B Long Plat Subdivision (SUB07-00038)and a Type A Shoreline Substantial Development permit(SDP07-00075)for a Primary Use (residential development) in an Urban Shoreline designation. These permits require public notice, a public hearing and environmental review under SEPA(State Environmental Policy Act) utilizing the optional DNS process WAC 197-11-355. SUB07-00038 MLA07-00593* PORT LUDLOW ASSOCIATES LI III A Application Received: 10/24/2007 Permit Issued/Case closed: 9/16/2008 Case Finaled: The proposal is to subdivide Ludlow Cove Division 1, Phase 1, Tract E to encompass 42 single-family residential lots on 14.66 acres to be known as Ludlow Cove Division II. The Lots will average 6,106 square feet and will be served by the Olympic Water and Sewer System and include 7.7 acres of open space and a Native Growth Protection Easement. Vehicular access to Ludlow Cove II will be provided via one access from Paradise Bay Road. The Picnic Point pedestrian trail will be extended through the project site, along the northern portion of the loop road, to a connection with the Around the Bay Trail at Paradise Bay Road. The proposed project does not include any work below the Ordinary High Water Mark of Port Ludlow Bay. One storm drainage outfall will be constructed at the edge of the stream buffer and one at the edge of the shoreline buffer. An existing Category II Wetland and Type 3 Stream, together with their associated buffers,will be located in a Native Growth Protection Easement(NGPE)which was approved and established under the Ludlow Cove Division I subdivision. The proposal requires a Type B Long Plat Subdivision (SUB07-00038)and a Type A Shoreline Substantial Development permit(SDP07-00075)for a Primary Use (residential development) in an Urban Shoreline designation. These permits require public notice, a public hearing and environmental review under SEPA(State Environmental Policy Act) utilizing the optional DNS process WAC 197-11-355. SUB13-00016 MLA07-00593* PORT LUDLOW ASSOCIATES LI I A Application Received: 10/31/2013 Permit Issued/Case closed: 1/15/2014 Case Finaled: SUB13-00016 - Minor Modifications to Preliminary Plat Ludlow Cove II per Jet,; 18.35.340 to realign road segments, reconfigure open space tracts and correct lot sizing. ZON13-00048 MLA07-00593* PORT LUDLOW ASSOCIATES LL I A Application Received: 11/1/2013 Permit Issued/Case closed: 1/15/2014 Case Finaled: ZON13-00048- Phase I Stormwater Permit- Initial Clearing and Grading of Ludlow Cove II Subdivision PRE04-00047 PORT LUDLOW ASSOCIATES Li F M FARFAN Application Received: 1/3/2005 Permit Issued/Case closed: 1/3/2005 Case Finaled: BSP for construction of a 120 unit multi-family development. PRE05-00018 ANKROM MOISAN ASSOCIATES W Application Received: 6/7/2005 Permit Issued/Case closed: Case Finaled: 120 UNIT TIMESHARE KESON I WITH 6 RESIDENTIAL BUILDINGS AND A COMMON RECEPTION/RECREATION BUILDING. PRE06-00025 PORT LUDLOW ASSOCIATES LI M B Application Received: 6/12/2006 Permit Issued/Case closed: 2/14/2007 Case Finaled: NIGHTINGALE 120 unit residential development in six buildings, one reception/rec building, pools roads, trails. PRE07-00019 PORT LUDLOW ASSOCIATES LI F Application Received: 5/21/2007 Permit Issued/Case closed: 6/5/2007 Case Finaled: 45 single family residential homes on 14.66 acres RAP05-00174 TRENDWEST RESORTS C Application Received: 6/28/2005 Permit Issued/Case closed: Case Finaled: 11/7/2006 911 & Rd App-Paradise Bay Rd SDP74-00003 POPE &TALBOT DEVELOPMEI+ F Application Received: 2/14/1974 Permit Issued/Case closed: 4/17/1974 Case Finaled: Extension of sewer line OTH95-00052 POPE RESOURCES F Application Received: 1/19/1995 Permit Issued/Case closed: Case Finaled: 5/15/2006 plat review 11 tidemark\data\forms\R_Parcel_CRMLA.rpt 4/22/2014 Page 5 of 6 SDP97-00009 PORT LUDLOW ASSOCIATES A J SMITH Application Received: 7/2/1997 Per Issued/Case closed: 8/28/2002 Ca Finaled: The applicant is seeking a Shoreline Substantial Development Permit for a"Primary Use" related to development of 24 single-family residential lots, 2 future development tracts (Tracts A& B, which consist of 15.65 acres) and 3 open space tracts. The open space tracts will provide for project buffering and critical areas enhancement, passive and active recreational areas. Included will be a beach picnic area, new and existing trails. All roads and access ways are proposed to be private. All lots are to be served by sanitary sewer and public water. Storm water runoff will be treated on site and discharged into Port Ludlow Bay. The application area consists of 27.75 acres. Phased SEPA environmental review is proposed under SEPA Rules Chapter 197-11-060 (5) WAC. A comprehensive environmental review on the likely impacts from the 24 single family residential lots was conducted. A detailed environmental review of the future development of Tracts A& B will be done when that phase of the proposal is ready. SUB95-00003 PORT LUDLOW ASSOCIATES F B Application Received: 1/19/1995 Permit Issued/Case closed: 8/2/2002 Case Finaled: 12/16/2003 NIGHTINGALE Ludlow Cove Residential Development, an application for subdivision, conditional use, variance and shoreline substantial development permit applications for preliminary subdivision to develop 24 single-family residential lots, two future development tracts (Tracts A& B -consisting of 15.65 acres), and three (3) open space tracts. The open space areas will provide for project buffering and critical area enhancement, passive and active recreation areas. Within the area proposed for 24-single family lots, about 7.8 acres will be set aside as open space. Included will be a beach picnic area, new and existing trails. All roads and access ways are proposed to be private. All lots are to be served by sanitary sewer. Stormwater runoff will be treated on site and discharged into Port Ludlow Bay. Olympic Water and Sewer Inc. is the water and sewer purveyor. The application area consists of 27.75 acres. Phased SEPA environmental review is proposed under SEPA Rules Chapter 197-11-060(5)(b). A comprehensive environmental review is being done at this time on the likely impacts from the 24 single-family residential lots. A detailed environmental review on the future development of Tracts A& B will be done when that phase of the proposal is ready. This proposal contains significant new information related to [1] stream type determination of a stream that was formerly identified as a Type 5 stream and determined by the Department of Natural Resources to be a Type 3 Stream, and [2]the proposal has been modified from the original proposal where it is necessary to conduct phased SEPA review per WAC 197-11-060. ZON95-00001 POPE RESOURCES A M FARFAN Application Received: 1/19/1995 Permit Issued/Case closed: 8/6/2002 Case Finaled: The applicant is seeking Long Subdivision, Conditional Use, Variance, and Shoreline Substantia !Development for preliminary subdivision to develop 24 single-family residential lots, two future development tracts (Tracts A& B) consisting of 15.65 acres, and 3 Open Space Tracts. The Open Space areas will provide for project buffering and critical area enhancement, passive, and active recreation areas. Within the area proposed for 24-single family lots there will be about 7.8 acres of open space. Included will be a beach picnic area, new and existing trails. All roads and access ways are proposed to be private. All lots are to be served by sanitary sewer. Storm water runoff will be treated on site and discharged into Ludlow Bay. Olympic Water and Sewer Inc. is the water and sewer purveyor. The application consists of 27.75 acres. Phased SEPA environmental review is proposed under SEPA Rules Chapter 197-11-060(5)WAC. A comprehensive environmental review on the likely impacts from the 24 single family residential lots was conducted. A detailed environmental review on the future development of Tracts A and B will be done when that phase of the proposal is ready. 1\tidemark\data\forms\R_Parcel_CRMLA.rpt 4/22/2014 Page 6 of 6 • • ��gox co�� JEFFERSON COUNTY _ I 0 L 0 M H, W �� r-3 DEPARTMENT OF COMMUNITY DEVELOPMENT v APR 2 2014 ,��-,$ 621 Sheridan Street • Port Townsend • Washington 98368 O 360/379-4450 . 360/379-4451 Fax - �`WING� http://www.co.jefferson.wa.us/commdevelopment! JEFFERSON COUNTY I DEPT.OF COMMUNITY DEVELOPMENT Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: �__p4A—-c1 °-5 &C- • DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE (I.E., SITE) Size of parcel e2/e' acres 2l�An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 705 sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern, foam flower, and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded,filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: /9 3 3 Does the project convert%acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. A//A. sq/ft Circle: Yes Well, utilities,etc. N/A sq/ft Does the project convert 2 1/2 acres or more of � i native vegetation to pasture? Driveway, parking, roads, etc. / sq/ft Circle: Yes CVO Lawn, landscaping, etc. //g/ sq/ft Other compacted surface, etc. /9 sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance •Vi'/'-e5 sglft Cut i Fill -7.,':‘ (cu/yd) [over] stormwater calc worksheet Rev 9-9-2010—REV 9/9/2010 • • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development, Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS-IMPERVIOUS SURFACE NEW f `' EXISTING Structures (all roof area) sq/ft Structures(all roof area) A1/it- sq/ft Sidewalks 52.13 sq/ft Sidewalks sq/ft Patios —"y sq/ft Patios sq/ft 5 Solid Decks /7 sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) /a Driveway, parking, roads, etc _/ Z/2 sq/ft Driveway, parking, roads, etc sq/ft Other ^ ^�sq/ Other sq/ft Total New 1/ , sq Total Existing 411/14--- sq/ft ivv t; TOTAL NEW+TOTAL EXISTING* sglft This amount will be used BY STAFF to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment, DEVELOPMENT v. REDEVELOPMENT / Lv��S Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: `'[� Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected prop: NDOWNER OR AUTI tRIZED"PRESENTA IVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL MEDIUM _ LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater talc worksheet Rev 9-9-2010—REV 9/9/2010 • • David W. Johnson From: Michael [santiago2 @cablespeed.com] Sent: Tuesday, April 29, 2014 2:28 PM To: David W. Johnson Subject: RE: Ludlow Cove The sump is in the lower area of the lot if you assume that the building intercepts ground water and captures it in the perimeter foundation drain,that drain flows to the lower portion of the building site to the constructed sump which consists of gravel which then releases that water by returning it to the ground water system...the storm water captured by the roof down drains similarly is deposited into the sump and then into the ground water. These small areas such as the roof with the low intensities prevalent to our climate work well in every location that I have observed during the past 20 years plus. The overall storm water plan is currently under review by Public Works and it is my understanding that these flows will be directed to a swale and to an infiltration trench. Please indicate if I have answered your concerns. From: David W. Johnson [mailto:djohnsonCa>co.jefferson.wa.us] Sent: Tuesday, April 29, 2014 1:25 PM To: Michael Subject: RE: Ludlow Cove Thanks, Micheal. Do you know where the stormwater gets sumped to? From: Michael [mailto:santiago2@icablespeed.com] Sent: Tuesday, April 29, 2014 1:15 PM To: David W. Johnson Subject: RE: Ludlow Cove David....) submitted a revision to the site plan..) removed the patio and that reduced the impervious area to less than 45% but goofed on the date Michael From: David W. Johnson [mailto:djohnson©co.jefferson.wa.us] Sent: Tuesday, April 29, 2014 8:04 AM To: Michael Subject: RE: Ludlow Cove That works fine. From: Michael [mailto:santiago2cablesoeed.com] Sent: Tuesday, April 29, 2014 7:12 AM To: David W. Johnson Subject: Ludlow Cove Good morning David what would be a good time for you? I can make it after 9:30AM today Michael 1 • • David W. Johnson From: Michael [santiago2 @cablespeed.com] Sent: Wednesday, May 07, 2014 1:54 PM To: David W. Johnson Subject: Ludlow Cove 2 Lot 1 Hello again David, In my review of the conditions of approval for the project,there is no mention or provisions for a "model area". So, I presume that the current application needs to respond to the requirements for the construction of a single family residence on a single lot. And I would submit that the application does cover all that is needed with possibly the addresses have yet to be assigned and the Building Department cannot complete and file their review until that is completed (although the County website shows#193 Paradise Bay Road for this parcel). And since it is only a single building on a single lot, could not the permit for this Lot 1 Model Home ( aka Prototype D structure) be issued with the contingency that final occupancy cannot be provided until all the requirements for the new subdivision are in place, with all the approvals made and the performance bonds provided. To summarize, is it possible to separate this application, BLD14-00123,from all the requirements for the SUB13-00016 and SUB07-00075? Thanks for your consideration. Michael Anderson 360-531-1011 1 it • • 0, CO CD 40 tiZI Li N CID CIO Z En En o Cl � W Z o r N N0)N O d- m�MNN Q, O 5.F O0 J 0 r N M /ti rr_ll O o O I J r_4, "4 Q C+y oz ^cLw - . 0 : 0 II " a R0Qe z < m 0 CL in q tW N (Ja O 0' J w D� a o as ,nw °w 50 r^ �. Cp CJ aQ�F ° O a ¢3 ,U O ¢ � O 50 vl M �°y° W aw as o 3J3 ww :Z0 O U1ZO w� ~ O �' -J 0 Z >p Lo 0- ~ �� m, wOJ Q - -, OJT } a� r�. Ua J w U Q 0 00 O Q s CI-W K J Q m > J Q d L) 0 a 3 w O, - wJ J� <QJo2 J _ co U /)J— Q. �> �oJNU' rn O rm� >3 �330Lr w3ctte?-JF O �� w 00010 z 000 ww 0 w w 00 , w <0 tr<0 a J J Ja.> < CL d r a °Z JZ ZlL F Z C9d°3H er«ao roaa4aa oo U. 0 N II •1 \P �- oi � s / , IMay.11:11 / J 4 OPO \ p ')Od �i. •V `S ���' / , eb 4.P 1� ' N ® e6' �� �� e°� / a �• Z a� N. CC �,�� / •s ® r, a \'6'. O�f� ' 4 \ . g -4- �� S/ a ° d v • . /N.-N.'''. • 7/O y T 17 e w N �co ltj _n ` ,« tll 0 , ,, 0 t ` ,1� 0 T 6'' / N P T • '1 - '. 000 \ z .,— O (0)A. N O NN! N \ , d l / ---- C3---6 --„,.. "Sp: ,c, 4,� ° �; / / S) " "--- / / / II N T CO.RD.PROJ.CR114 8 7 /11111t)monsm......__ MI HM Q O C N CC O � O V —I o -0 C) Z —I -0 ZZI ZD -0 •1 -o -p > < ur r I- 6-,, 0 > jo > m -o Oommo mm 000 0 0DCOO p- D O �� JJ = < � � � m 5; (P) -1 * < —iW --� (f) r- 0 Om0D �7 n cnm > 0 — � = mC < D = CDC > m0 CDc m ono O — gym > _ 'y ` 1 rD W m 0 � 0 0D0 fT No O «7D O C) D In mG) Z D D o > mo U) 0 m > O O >, 000u . � fm > m in O ON in G 0 n O < + !- U) C Dm mm co O * D , _ ° - \' 11,, 1 II (n (n z z 01 M 7j�J 0 m CA (mil cmi� Z -=1 � J I 0 m z Is, � • . . m O rnN N00 Z D Iv ��y C oCO O a n Z CJ v1 C r+ ,-1-- ri- r-+ < o CO CID N m •A*5ON COd, O . JEFFERSON COUNTY II DEPARTMENT OF COMMUNITY DEVELOPMENT . 621 Sheridan Street• Port Townsend•Washington 98368 3601379-4460. 360/379-4451 Fax 1444riR4#�• www.co.jefferson.wa.uslcommdevelopment Master Permit Application MLA: Project Description(include separate sheets as necessary): A...62.--(_/- :`Gi!//a/.t ".46),..,,t% .�–C`-,1g7l�Cl. Tax Parcel Number. Property Size: ,6,.;r:_96',���'(acres/square feet) Site Address and/or Directions to Property: Loj'/ OF /24e/—lss_Gc / z-.7;/,.c-s.22.7" .5/l /9".r/9 f'ificp am Property Owner(s)of Record: 'J'! Al J . ., ice. , `1 Telephone: -- /V Fax: ��',- 9 --6' 7 email: Mailing Address: 7c2 Af Ft�tC 4 v ,' 2d, e�!?!<./ ti/197 ApplicanVAgent(If different from owner): eg..61,fiff Telephone: i..9./gel Fax: / f email:43sss f Mailing Address: 7/ 2� e-C/19 What:kind of Permit?(Check each box that applies QN3uilding ❑Critical Areas Stewardship Plan Variance(Minor,Major or Reasonable Economic Use) ❑ pemolition Permit ❑Va { y rI'Single Family Garage z ached 3Detached ❑Conditional Use[C(a),C(d),or C]" ❑ Manufactured Home ❑ Module ❑ Discretionary'D'or Unnamed Use Classification ❑ Commercial• ❑Special Use(Essential Public Facilit " - n ❑ Change of Use ❑ Boundary Line Adjustment C E �Vf � \' 'i, ❑ Address ❑Road Approach ❑Short Plat" { ' � ❑Home Business ❑Cottage Industry ❑Binding Site Plan" , I ❑Propane ❑Long Plat" 111 ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments" Cl Allowed'Yes'Use Consistency Analysis ❑Plat Vacation/Alteration" .–) ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions" ❑Site Plan Approval Advance Determination(SPAAD)• ❑Shoreline Management Substantial Development" ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication• ❑Comprehensive PIan/UDC/Lartd Use-District Map Amendment ❑ 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 identity any other local,state or federal permits required for this proposal,if known: 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 malarial 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 at 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- byte Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application he or she notice. / Signature: _�-z-,-,,..— — _ Date: �.-� -/ 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 lake'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 compile Jefferson County development code.The Applicant acknowledges that he,she or It holds Individual and non-transferable ibility haring to and complying with the ESA. The Applicant has read this disclaJimer and signs a dates it below. Signature: Date: ' : G:\PennitCmta\###FORMS###\DRD FORMS\Mastcr Permit Application 5-29-0&doc • • 1 BUILDER STATEMENT The signer of this statement does hereby/certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be the res of the General Contractor for the proposed project. J� �y Signature:��,-re s•p/ Date: 3 2 713/°�1QJ GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: Fic ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: se NUMBER ARCH • �/614f G_ .f A(. am 2 'o# ' PHONE ( ' ) / hD/ FAX:( -- MAILING ADDRESS: ' e:". • , t.- --/ EMAIL 0--Qr271 as Zeeta X�/l/ Project Type: Fryme Type: Bathrooms: Shoreline: 1yp pf Sewage Disposal: VNew �/ Existing: er ❑ Addition u Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System ❑ Repair C Masonry SEP Permit# ❑ Demolition 0 Other. Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: } iEr Public Total: . Name of System: et4/S.2.-- If this is a Commercial Proiect you must answer the following: 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: WdI you have Food Service? Yes I No if this Is a Propane Tank and/or Appliance Installation permit,mark all items below that anoly: 1 Underground Tank 1 Above ground Tank Size of Propane Tank: /s.1-0 ‘....42,e___ 1 Heat Stove 1 Cook Stove t Woodstove 1 Insert Hot Water Tank 1 Pellet Stove 1 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 properly fines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, includin• the reserve area. _ ffl, r «,asp•,h �l p,fr . . p er • � ,+ti S•uare Foota•a Current Pro•osed IP ;ylA_a u `o I y-. F •_ -' 8I tcjLd'^" "�`fir . A1S*ct.'`-ya+.a?' Main Floor Heated s'` a EH Bld App Review: �� , 2"0 Floor Heated ���d_. .,i; ' Consistency Review Other Heated ,: 7,1 Base fee: 1 �,c� '' :,,Nr:„; lZS ICS-- A., Additional Section: Mezzanine ,t; M `,W Heated Basement ''. Plan Check fee: Unheated Basement State Surcharge fee: `` t 9 ”' . Pot Water Review fee: / 0.) Other Unheated ti- / !,). GaragelCarport 466 -7 F - ^ SUBTOTAL 2 GI�� , ' t . �TL ' JI iJ� ,,;y 911/Rd Approach fee: Decks �J r ar,.j' ',= ' Other m, r ' '_, TOTAL: $ :.x. :1-,111. Receipt Number: ILIA? 5-2- ' Cash/Check Number, 8 2 ESTIMATED COST(REQUIRED) Date: cl el t q •Fair market value of WI labor and materials foundation to finish `/�/ Initials: i 1,"ti 1 Cr\PenmtCentc\###FORMS###\DRD FORMS\Mastrt Permit AppEcaoon 5-29-08.doc MICHAEL J.ANDERSON • • Civil Engineer &Land Surveyor 330 Cleveland Street Port Townsend,WA 98368 MEMO DATE: March 21, 2014 TO: Jefferson County Permit Center D e 0 e n n Attention: Department of Community Development U V ' APR FROM: Michael J. Anderso �� � ��� PE&PLS lEFFERSONCDUN �� DEPT OF COMMUNTry TY SUBJECT: Lot 1 PROTOT 'E D otorM�n r Ludlow Cove Phase II APN 968 800 102 Attached are two copies of the structural calculations for the residence identified as LOT 1 PROTOTYPE D as prepared by Union Studio Architecture of Providence, Rhode Island and dated March 3, 2013. The plans have been reviewed and are recommended for approval as revised by this office. Please indicate if you need any additional information at this time. You call me at 360-531-1011 should you have any further questions. c: Brent Sasse, Port Ludlow Associates LLCC S Jefferson County DCD Building DivisionoN c� Correction Notice PERMIT NUMBER 00j,-;� OWNER p/A 's y� JOB LOCATION 4,13 iA,efine Inspection of this structure has found the following violations: CJ Ibiz...e4 11 re 4:12 GIN SRTS of 5-6rhe,5 ?Zoe yPMS °\ILk.;4ti .3()) Sal c7a 7 `4. You are hereby notified additional wor of be pon these premises until the above violations are corrected, unless otherwise noted. When corrections have been made, call or inspection. Date //S Inspect Building Division (360) 379-4450 Inspection Hotline (360) 379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE. • Jefferson County DCD Building Division Corr- tior ■ otice PERMIT NUMBER • �, OWNER Ili ' L a i '!I JOB LOCATION ).-, t..._... 1 --E- -1 , ' Inspection of this structure has found the following violations: i Ci ■ _ ;�, _ , L'_,* TC,' ,-VD +j-trtj c6-w-yvc � t r ' A j , tfl \l'Y You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. ' Date Inspector BUILDING DI SIGN (360) 79-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE • • Jefferson County DCD Building Division Correction yotice PERMIT NUMBER "' ! OWNER JOB LOCATION Inspection of this structure has found the following violations: •. . u< PCt . LIT -20 +-) I(7( CY0 S tabt l CIA ?SP- rt- I/2-e v1/4,,,,\,,LAA You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date ✓— j (( Inspector BUILDING DIVISION(360) 79-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE . Jefferson County Building Division Permit Number: BLD14-00123 Applicant: PORT LUDLOW ASSOCIATES LU BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next 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 Setbacks 6/4t .1 - E• rosion Control OOP F• oundation Footing at/r it () /A)1 TAG[.B"b 6/414 At" F• ooting Drains F• oundation Stem Wall 6f ya�ly Piave Wac: �Foot rut r� 2-'43"6114 U• nderground Plumbing ,/� Under Floor Framing Straps(hold downs) Ext. Shear Wall Nailing /AO l� Rough-in Plumbing // � F• raming / 171 B• locking �/' Airseal 3/Mil/ / Insulation:Walls /ril/,t. fL S i Y • Insulation: Floors 9135 Insulation: Ceiling 7/05 r//,� /22 Int. Shear Wall Nailing Q� Wallboard Nailing R,_c7_1 Y Drywell/Alt Drainage is/A Address Posted Septic System Finaled CAA" • • A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION !;�_' �/< e.1� FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD14-00123 1.) Demo Home for Ludlow Cove 2 Subdivision - No final occupancy until plat finaled and new address issued. 2.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) The site plan as submitted with the Building Permit application on April 2, 2014 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated May 20, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) DWJ \\tidemark\data\forms\F_B LD_Perm it_Bldg.rpt 5/29/2014 • BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00123 Received Date: 4/2/2014 SITE ADDRESS: 193 PARADISE BAY RD Issue Date 5/29/2014 PORT LUDLOW, 98365 Expiration Date 5/29/2015 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 LUDLOW COVE DIVISION 1 PHASE 1 SUBDIVISION: Block: Lot: PARCEL NUMBER: 968800102 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NSFR w/ attached garage, no heat, no plumb. (for demonstration). TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,222 VALUATION 264,120.00 ADD'L: 644 HEAT TYPE: EEE CODE EDITION. 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 405 CONST TYPE: SETBACK: DECK: 482 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $2,185.00 MEB 04/02/14 148528 Exist: Exist: Plan Check $1,413.75 MEB 04/02/14 148528 Prop: 3 Prop: 2 State Building Code $4.50 MEB 04/02/14 148528 Total: 3 Total: 2 Potable Water Application $67.00 MEB 04/02/14 148528 Total: $3,670.25 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 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS ADAY SPECIAL CONDITIONS APPLY- SEE ATTATCHED