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Home My WebLink AboutBLD2014-00121 IUILDING PERMIT APPLICAIJN BLD14-00121 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00121 Received Date: 4/8/2014 SITE ADDRESS: 21 GRANDVIEW DR PORT HADLOCK, 98339 OWNER: ROBERT A BAKER PHONE: 360-796-4015 JANICE M BAKER PO BOX 22 BRINNON WA 98320-0022 VILLAS BY THE SEA SUBDIVISION: Block: Lot: PARCEL NUMBER: 997900101 Section: 1 Township: 29 N Range: 01 W CONTRACTOR: HILINE HOMES PHONE: 253-770-2277 ext 129 PO BOX 799 ELMA WA 98541 Contractor's License HILINH*983BD Expires 11/8/2013 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI' NSFR w/attached garage, no heat, no plumb TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,940 VALUATION 231,913.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 528 CONST TYPE: DECK: 60 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 3 Prop: 2 Total: 3 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,944.00 MEB 04/08/14 148535 Plan Check $1,263.60 MEB 04/08/14 148535 APPROVED State Building Code $4.50 MEB 04/08/14 148535 Potable Water Application $67.00 MEB 04/08/14 148535 MAR 19 2015 Total: $3,279.10 Jefferson County DCD 11/irlcmnr4\Hos/nlinrmelC RI n Ann Rbl ml A/nnn1A -�"" f?s, DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 '' Tel: 360.379.4450 Fax:360 379.4451 goWeb.wwv.co.iefferson.wa.us/communirydevelopment 6'y ��' E mail:dcd@co.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT #: BLD14-00121 APPLICANT: ROBERT A BAKER PHONE: 360-796-4015 JANICE M BAKER PO BOX 22 BRINNON WA 98320-0022 SITE ADDRESS: 21 GRANDVIEW DR Issue Date: 03/19/2015 PORT HADLOCK, 98339 Final Date: 11/10/2015 SUBDIVISION: 9979 -VILLAS BY THE SEA Block: Lot: PARCEL NUMBER: 997900101 Section: 1 Township: 29 N Range: 1W PROJECT DESCRIPTION: NSFR w/ attached garage, no heat, no plumb THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes 69 THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 11/10/2015 Building Official, \\tidemark\data\forms1F_BLD Occupancy.rpt 11/12/2015 �r.-45°T1----;--co- 4`'O" coo JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT I:SHING��2 Date: Time Received: //2...(- m/ m o Tue. Wed. Thur. Fri. Date: /O—? BLD: /t-i-- /:2, / Contact Name: Owner: Contact Number: 360 2.s-3 Z27 EA/0? Address: 2/ (g r-ecti Vi e cl.-) 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 4 o- `0GI JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT f pt'"'` bas' Kci V g yI N G'S°2 Date: I/p Time Received: 7,-4..- ( pm Mon. Wed. Thur. Fri. Date: 11 /�1//1 BLD: r4 - porZ1 Contact Name: / -.7 ] Owner: AAk'esr` Contact Number: 360 / Address: 21 C:7ek100 VEtS ,j71E` 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 h/ Final Inspection N Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling e'�s`�GG2 JEFFERSON COUNTY " DEPARTMENT OF COMMUNITY DEVELOPMENT ,SHr NG.C9 Date: g-`-( Time Received: 25-q ama' Mon. Tue. Wed. Thur. Fri. Date: — BLD: 19-- /oZ i Contact Name: Owner: Contact Number: 360 Address: 1 C..-k---4x 0 t,--e_,--% 206 Notes: C 1,3 (3 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 _ 1...m. .wwF'"' JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT sSfirC, . Date: "7 ...3 Time Received: 7 arr> Mon. Tue. Wed. Thur. Fri. Date: '7-2:7 BLD: )4- 12- I Contact Name: Owner: Contact Number: 360 2_5-3 227 4,0467 Address: AI 611DY1.1/1e+-u fir- 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 SU °% N c�� 9 JEFFERSON COUNTY 4,, 0„,._,, DEPARTMENT OF COMMUNIDEVELOPMENT pHf1 Date: % )'3 Time Received: ilz7 aTYri'v pm Mon. Tue. Wed. Thur. Fri. Date: 7- 1 LI BLD: + 1— I,. j Contact Name: Owner: Contact Number: 360 Address: Ai ( llic�+-r 206 7,c; 7 4,,ye 7 Notes: )n\; ; uA Foundation Plumbing Framing 1 dA Tank Mechanical Setbacks Under-ground Framing X Underground Furance Footing Rough In Air Seal x 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 2.,2,-,, ,w.'''' `' JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT -'SUING-,°� Date: 6 23Time Received: !r7 .Wj'm Mon. Tue. fed. Thur. Fri. Date: 6-2,/ BLD: /- l:z / Contact Name: Owner: Contact Number: 360 Address: 2/ G vcunVf Al' 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 �— mss„ `',,` JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT .ry r!:ago. Date: ('o '-Time Received: 72-. � am t� Mon. Tue. Wed. Thur. Fri. Date: 6 -3 BLD: /0 - /A/ Contact Name: Owner: Contact Number: 360 p?)-2.3-7-� Address: / r .,z Y;�'4-) 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 Straps Oil p Hot Water Htr Interior shear Interior lines Post Hole Ducts Ventilation Appliance Underfloor Man-Homes Gas/Wood stove Insulation Setbacks Final Inspection Floor Foundation Wall Block&Tile Address Posted Ceiling JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 4,pH;•;G.�C Date: (el 115 Time Received: 2 VA am/s Mon. Tue. Wed. Thur. Fri. Date: Col 3 z O 1 S BLD: \4--(5b1 , Contact Name: Rod Owner: Rob Ba Icor' Contact Number: 360 qd$-SS►b Address: AI C/rrivn a V l eiA t 0-1- Pyo 14J (o(J _ >4 Notes: .iClil. li5h CA)ake 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 1;73° P `so-5-.4 `- JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 4 c S• 1 Nc"-A.,-Time Date: / -Time Received: ^ a amkrra Mon. aed. Thur. Fri. Date: ""210 BLD: /q- J,Z f Contact Name: Owner: Contact Number: 360 Address: Psi i'fert thtik—, 1 206 Notes: Foundation Plumbing Framing Propane Tank P Mechanical Setbacks Under-ground Framing Under ground Furance Footing k 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 , • �w�yc �4 JEFFERSON COUNTY ISH NG( DEPARTMENT OF COMMUNITY DEVELOPMENT Date: '7 /O Time Received: 5y>- a 42 Mon. ,Tue. Wed. Thur. Fri. _ Date: j , i BLD: ) S — S 3 I Contact Name: Owner: Contact Number: 360 774/ 2,97V Address: y 7 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground FramingUnderground 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 4,�5ON co JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 7Sy '0z >ate: frl( Time Received: /-// a CV Mon. Tue. Wed. Thur. ri. %% Date: fp --(L 3LD: Pi- /2.1 Contact Name: Contact Number: 360 )wner: 206 ddress: .2.1___��-+lcr�c ill Notes: Foundation Plumbing _ Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydropic Exterior shear Exterior lines Oil Straps Appliance Water Htr Interior shear Interior lines Ducts Post Hole Ventilation A liance Underfloor--g- Gas/Wood stove Insulation Man Homes - Final Inspection Floor Setbacks Address Posted Foundation Wall Block&Tile Ceiling 014K Ba' go Oso 1- ,-- °oG JEFFERSON COUNTY (,�' .34 1'- DEPARTMENT OF COMMUNITY DEVELOPMENT 'paeg- BAT Kn 93K1 Nc'SU2 )ate: ( Co Time Received: 5-2 a ) Mon. Tue. Wed. Thur. Fri. Date: 3LDContact Name: PS )w �` 1 r� Contact Number: :60 ' owner: 206 ddress: a ' (o 1r Pey-) Notes: r i 6 D axA Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydropic 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 A. Abrous, Ph.D., P.E. HiLineMHomes OWNER/ADDRESSign 1 PLAN 1940-13PROJECT,[301.INFOR-PSF SNOW, 110 mph, Exp. C, & SDCPage D2] of 19 BOBPROJECT& JAN BAKER.ATION SITE ADDRESS: VILLAS BY SEAINFORMATIPORT HADLOCANOND CK, WA 98339RITERIA JOB NUMBER: 10105958 2. STRUCTURAL DESIGNER INFORMATION t ABDELOUAHAB ABROUS, Ph.D., P.E. 3-3t -" �oununu if HiLine Homes < ,, Des & Engineering Department _> 11306 62ND Ave E. Puyallup, 1 98373 ' Phone: (253) 770-2244 Ext. 132 Email: WabrousCa�HiLinehomes.com •` ,, !�l \� .,, :`` Washington License No: 36110 1 . - S pNCO�E`oP�Ft� r,r,3 i Oregon License No: 81419PE Note: The above stamp applies to the structural members and assemblies described in the following Idaho License No: P-14132 calculations only and is valid with a copied or wet stamp intended for reuse by HiLine Homes. 3. SCOPE OF DESIGN TYPE OF DESIGN LATERAL ENGINEERING ANALYSIS OF WIND AND SEISMIC FORCES EXTENT OF DESIGN Structural specifications 2012 International Building Code (IBC) for Washington & 2010 Oregon Structural Special Code (OSSC for Ore•on 2012 International Residential Code (IRC) for Washington & 2011 Oregon Residential Special Code ORSC for Oreson REFERENCE CODES AND STANDARDS 2005 National Design Specification (NDS) American Society of Civil Engineers (ASCE Standard 7-10 American Society for Testing Materials ASTM Standard A307 FILE � , P T Special Design Provisions for Wind and Seismic (2008 Edition) Revised PROJE T INFORMATION AND DESIGN CRITERIA Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 2 of 19 4. DESIGN CRITERIA GROUND SNOW LOAD: pg = 30-psf FLAT ROOF SNOW LOAD PER ASCE 7-10 (LIVE LOAD): pf = 21.0-psf MINIMUM ROOF SNOW LOAD PER COUNTY: pt = 25.0-psf ADOPTED FLAT ROOF SNOW LOAD (LIVE LOAD): Pt = 25.0-psf ROOF DEAD LOAD: Droof = 15-psf EXTERIOR WALL DEAD LOAD: Dwaii = 15-psf INTERIOR WALL DEAD LOAD: Dwaii = 10-psf SEISMIC DESIGN CATEGORY: SDC D2 BASIC WIND SPEED: 110-mph ASCE 7-10 ULTIMATE DESIGN WIND SPEED: 140-mph WIND EXPOSURE FACTOR: C ALLOWABLE SOIL PRESSURE: 1,500-psf Framing Material: No. 2 Hem-Fir minimum. Wood Structural Panels: APA Rated. 10d Nails Diameter: 0.148-in MATERIAL SPECIFICATIONS: 8d Nails Diameter: 0.131-in Concrete Strength @ 28-days: 2,500-psi Anchor Bolts: ASTM A307 Steel CONTENTS Project Information and Criteria Page 1 Description Page 3 Specifications and Design Criteria Page 3 Engineering Calculations Page 3 LIST OF TABLES Table A. Structural Specifications and Allowable Loads Page 5 Table B. Building Data Page 8 Table C. Wind Design Criteria Page 9 Table D. Seismic Design Criteria Page 10 Table E-1. Wind Loads (House) Page 11 Table E-2. Wind Loads (Garage) Page 12 Table F-1. Minimum Wind Loads (House) Page 13 Table F-2. Minimum Wind Loads (Garage) Page 14 Table G. Seismic Loads Page 15 Table H. Controlling Shear Loads Page 16 Table I. Wind Shear Wall Loads Page 17 Table J. Seismic Shear Wall Loads Page 18 Table K. Roof Diaphragm Load Calculations Page 19 Revised PROJECT INFOMATION AND DESIGN sP CRITERIA Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 3 of 19 DESCRIPTION This report provides engineering calculations and structural design specifications for HiLine Homes Plan 1940. This one-story house is 1940-sf in area plus a two-car garage. Design specifications are provided in Table A, building data are given in Table B, and wind and seismic criteria, including calculations, are included in Tables C and D, respectively. Lateral engineering calculations are provided in Tables E through K. Calculations are performed using Microsoft Excel worksheets. SPECIFICATIONS AND DESIGN CRITERIA Structural specifications and design criteria are provided in Tables A, B, C, and D as discussed in the following paragraphs. Table A. Specifications of Structural Components and Fasteners Specifications are provided for size and spacing of anchors bolts, shear wall hold-downs, shear wall sheathing and nailing, shear transfer, and roof framing. Structural specifications are identified with respect to Wall Lines, which are shown on Plan Sheet S2. Table B. Building Data The building geometrical dimensions are specified, including lengths of exterior walls, and interior partitions for the transverse and longitudinal directions. The maximum ground snow load is Pg of 30-psf. Table C. Wind Design Criteria ASCE Standard 7-10, Section 28.5, "Enclosed Simple Diaphragm Low-Rise Building" method is used for determining wind loads. Wind design criteria are based on a 110-mph basic wind speed and Building Height and Exposure Factor (A) C. Overturning moments due to wind forces are less than allowable restorative dead load moments as shown in Table G. Uplift loads for roof tributaries are calculated assuming the maximum uplift for wind Zone E or F applies to the tributary area. Table D. Seismic Design Criteria Seismic design loads are based on Site Class D soils per ASCE Standard 7-10, Section 11.4.2 and Table 20.3-1 for stiff soils. The Equivalent Lateral Force Procedure of the American Society of Civil Engineers (ASCE) Standard 7-10, Section 12.8 is used for calculating seismic forces. ENGINEERING CALCULATIONS Engineering calculations are documented in Tables E through K based on specifications in Tables B, C, and D. These tables provide the following information: Table E. Wind Loads Wind loads and overturning moments are calculated in Table E for two orthogonal directions, transverse and longitudinal. Calculated values are linked to Table H, Controlling Shear Loads to determine if wind, minimum wind, or seismic loads control design of lateral restraint. Unit uplift on the building is also calculated for both the transverse and longitudinal directions. Overturning loads due to design base winds are calculated with a link to Table G, Seismic Loads where they are compared to seismic and building restoring Table F. Minimum Wind Revised PROJECT INFORMATION AND DESIGN CRITERIA Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 4 of 19 Minimum wind loads are provided in Table F based on horizontal pressures equal to 16-psf for zones A and C, 8-psf for zones B and D, and vertical pressures equal to zero per ASCE 7-10, Section 28.6.4. Calculations are performed for both transverse and longitudinal directions and linked to Table H for comparison to wind and seismic loads. Table G. Seismic Loads Table G provides seismic shear loads based on seismic design criteria in Table D. Calculations are based on seismic design criteria in Table D and the Lateral Force Procedure method of ASCE Standard 7-10, Section 12.8. This procedure is valid for Risk Category I or II buildings of light frame construction not exceeding three stories in height for SDC D and higher per ASCE 7-10, Table 12.6.1. Seismic loads are calculated for transverse and longitudinal directions. Overturning moments are calculated in the table and compared to allowable restoring dead load moments. The building is stable with respect to overturning. Table H. Controlling Shear Loads Table H provides a summary of seismic shear loads. Shear load values from Tables E, F, and G are compared to determine controlling lateral forces. The controlling values are linked to Tables I and K for calculating maximum shear wall loads for wind and seismic forces, respectively. Table I. Wind Shear Loads Table H provides transverse and longitudinal loads on the building structure including wall length, applied unit shear, shear wall length, resistive unit shear, unit dead load on shear walls, and hold-down loads for the various shear wall lengths based on controlling wind shear loads from Table H. Shear wall hold-downs are calculated based on wind and dead load combinations using the allowable stress design method per ASCE Standard 7-10, Section 2.4. Table J. Seismic Shear Loads Table J provides transverse and longitudinal loads on the building structure including wall length, applied unit shear, shear wall length, resistive unit shear, unit dead load on shear walls, and hold-down loads for the various shear wall lengths based on seismic shear loads from Table H. Shear wall hold-down loads are calculated based on wind and dead load combinations using the allowable stress design method per ASCE Standard 7-10, Section 2.4. Table K. Roof Diaphragm Calculations Table H provides roof diaphragm load calculations for determining diaphragm shear for seismic loads and comparing these loads with wind and minimum wind loads from Table H. Shear wall and roof diaphragm deflections are calculated to confirm that the diaphragm is flexible as allowed by ASCE Standard 7, Section 12.3.1.1. Strength level seismic unit shear values are used to calculate deflections. Calculations are based on American Plywood Association (APA) Report T2002-17, Estimating Wood Structural Panel Diaphragm and Shear Wall Deflection, April 17, 2002. Uplift due to design base wind loads are calculated assuming that the roof experiences a maximum uplift pressure from wind zone E or Zone F. Allowable roof dead loads plus truss connections exceed uplift by an acceptable margin. Revised PROJECT INFORMATION AND DESIGN CRITERIA Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 5 of 19 TABLE A. STRUCTURAL SPECIFICATIONS AND ALLOWABLE LOADS THIS TABLE PROVIDES SUMMARY STRUCTURAL SPECIFICATIONS. ADDITIONAL DETAILS FOR STANDARD SPECIFICATIONS AND CALCULATION OF ALLOWABLE LOADS ARE PROVIDED AT THE END OF THIS TABLE. EXPLANATION OF WALL LINES Shear walls and structural specifications are identified with Wall Lines on plan Sheet S2. Lettered Wall Lines are generally identified from the front to the rear of the building and Numbered Wall Lines start at the left and continue to the right (STANDARD PLAN). For reversed plans, Lettered Wall Lines remain the same and the Numbered Wall Lines start at the right of the plan (REVERSED PLAN). STRUCTURAL SPECIFICATIONS FOUNDATION ANCHORING SPECIFICATIONS (ALL WALL LINES) Maximum Applied Shear per Tables I or J (lb) 3.123 Wall length under maximum applied shear per Tables I or J (ft) 34 Minimum number of anchor bolts when installed at 72-in o.c. minimum 2 anchors/mudsill 7 Maximum anchor bolt Load © 72-in o.c. minimum 2 anchors per mudsill (lb) 468 Basic allowable single shear for fastening 1.5-in Hem-Fir framing to concrete with 1/2-in dia. ASTM A307 bolts with minimum 7-in embedment = 590-lb per 2005 NDS Table 11E. Adjustment for 10-minute 944 wind/seismic loads = 1.6 per 2005 NDS Table 2.3.2. Allowable shear load = (1.6)(590) = 944-lb. Install 1/2-in dia. ASTM A307 anchor bolts @ 72-in o.c., minimum 7-in embedment in concrete and maximum 12- in from end of mudsills with minimum 2 anchors per mudsill. SHEAR WALL HOLD-DOWN SPECIFICATIONS All Wall Lines NONE NEEDED. SHEAR WALL SHEATHING SPECIFICATIONS All Wall Lines Maximum resistive unit wind shear load per Table I (lb/ft) S4 Maximum resistive unit seismic shear load per Table J (lb/ft) t' Basic allowable shear for wind loads = 785-lb/ft per SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC Table 4.3A for 8d nails @ 6-in o.c. on edges., 12-in o.c. in the field, & framing @ 16-in o.c. per note 365 2. Adjustments 0.50 for ASD and 0.93 for Hem-Fir framing. Allowable shear= (0.50)(0.93)(785) = 365-lb/ft. Basic allowable shear for seismic loads = 560-lb/ft per SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC Table 4.3A for 8d nails staggered @ 6-in o.c. on edges, 12-in o.c. in the field &framing @ 16-in o.c. 260 per Note 2. Adjustments are 0.50 for ASD and 0.93 for Hem-Fir framing. Allowable shear = (0.50)(0.93)(560) = 260-lb/ft. Apply 7/16-in. OSB'wood structural panels to Hem-Fir framing members with 8d nails @ 6-in o.c. per standard specification. SHEAR TRANSFER SPECIFICATIONS All Wall Lines Fasten double top plates together with 10d nails @ 12-in o.c. and 6-in o.c. at spaces. Overlap splices 4-ft. minimum. Fasten OSB wall sheathing between shear wall segments at same fastener spacing as on shear walls. Fasten OSB panels to mudsills with minimum 8d nails @ 6-in o.c. Revised STRUCTURAL SPECIFICATIONS AND ALLOWABLE LOADS Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 6 of 19 TABLE A. STRUCTURAL SPECIFICATIONS AND ALLOWABLE LOADS Wall Lines 1, 3 & A (Gables) Maximum applied unit wind shear per Table I (Ib/ft) 73 Maximum applied unit seismic shear per Table J (lb/ft) 92 Basic allowable single shear for 10d common toenails with 1.5-in thickness Hem-Fir side members = (0.83)(102)=84-lb per NDS Table 11N. Adjustment for 10-minute wind/seismic loads = 1.6. Allowable shear 135 load = (1.6)(0.83)(102) = 135-lb. Allowable load for 2-10d common toenails @ 16-in o.c. = (0.83)(2)(12/16)(1.6)(102) =203-lb/ft. 203 Maximum Allowable Seismic Unit Shear seismic loads = 150-lb/ft per SDPWS Section 4.1.7 150 Fasten gable-end trusses to double top plates with 2-10d toenails @ 16-in o.c. or 1-10d toenail @ 8-in o.c. Wall Lines B, C, 1 & 2 (Eaves) Maximum applied unit wind shear per Table I (lb) 43 Maximum applied unit seismic shear per Table J (lb/ft) 63 See Roof Framing Specification for truss connections and blocking. Fasten per Roof Framing Specification for truss connections and blocking. 381 DRAG STRUT CALCULATIONS Wall Line 2 (Connection Garage to House) Maximum applied load per Tables I, J (Ib) 1,136 Basic allowable single shear for 10d common nails with 1.5-in thickness Hem-Fir side members = 102-lb per NDS Table 11N. Adjustment for 10-minute wind/seismic loads = 1.6. Allowable shear load = (1.6)(102) = 163- 163 lb. Nail a 2x laid to the garage side top plates and to the adjacent truss with (10) 10d nails on each side. ROOF DIAPHRAGM FRAMING SPECIFICATIONS Roof Sheathing Maximum applied unit wind shear per Table I (Ib/ft) 73 Maximum applied unit seismic shear per Table J (lb/ft) C2 Basic allowable unit shear for wind/seismic loads = 645/460-lb/ft per 2008 SDPWS Table 4.2C for 7/16-in unblocked panel diaphragms. Adjustment Factor (AF) for ASD = 0.5. Adjusted allowable unit shear = 323/230 (0.50)(645/460) = 323230-lb/ft. Allowable snow (live) load for 7/16-in APA Span Rated 32/16 with supports @ 24-in o.c. per APA Table 25 = 40 40-psf Allowable snow (live) load for 15/32-in APA Span Rated 24/16 with supports @ 24-in o.c. per APA Table 25 = 70 70-psf Up to 40 psf ground snow load, install 7/16-in unblocked APA Span Rated 24/16 (32/16) panels to engineered trusses @ 24-in o.c. per IBC Case 1. Fasten with 8-d nails @ 6-in o.c. on supported edges and 12-in o.c. in the field. Beyond 70 psf ground snow load, use See Truss Blocking & Boundary Nailing below for additional requirements. Beyond 40 psf ground snow load, use 15/32-in panels instead. Beyond 70 psf ground snow load, use 19/32-in sheathing. Truss Blocking & Boundary Nailing Fasten 2X4 vent blocking in each truss bay with 1-10d toenail into truss, each side. Fasten roof diaphragm to blocking with 8d nails @ 6-in o.c. Truss Connections (Lateral Loads) Revised STRUCTURAL SPECIFICATIONS AND ALLOWABLE LOADS Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 7 of 19 TABLE A. STRUCTURAL SPECIFICATIONS AND ALLOWABLE LOADS Maximum applied unit shear per Table H (Ib/ft) 86 Truss Connections (Longitudinal Loads) Maximum applied unit shear per Tables I and J (lb/ft) 68 Basic allowable single shear for 10d common toenails with 1.5-in thickness Hem-Fir side members = (0.83)(102)=84-Ib per NDS Table 11N. Adjustment for 10-minute wind/seismic loads = 1.6. Allowable shear 135 load = (1.6)(0.83)(102) = 135-lb. Allowable load for 2-10d common toenails = (0.83)(2)(1.6)(102) = 271-lb/ft. 271 Simpson H2.5A/H1 Seismic& Hurricane Tie lateral load resistance F2 = 110/140-lb 110/140 Hurricane Tie longitudinal load resistance F = 110/415-lb 1 41 Simpson H2.5A/H1 Seismic& u g , 1 0/ 5 Allowable load for 2-10d common toenails = (2)(0.83)(1.6)(102) = 271-lb per truss end. Allowable load for H2.5A or H1 Seismic & HurricaneTies = 110-lb per truss end for Hem-Fir. Total allowable load per truss end = 381 271 + 110 = 381-lb per truss end = 381-lb (H2.5A ties control lateral loads). Fasten truss tails to top plates with 2-10 toenails and a Simpson H2.5A or H1 Seismic & Hurricane Tie fastened to truss and top plates per manufactures instructions. (see sheet S3, Roof Framing Plan). Allowable load for Simpson RBC Clip @ 24-in o.c. = (12/24)1380) = 190-lb/ft. 190 Nail roof sheathing to blocking with Bd nails @ 6-in o.c. Fasten blocking to top plates with Simpson RBC clips @ 24-in o.c. -fill all nail holes. Truss Connections (Uplift Loads) Maximum net uplift on truss connection for 85 mph, Exposure C per Table K (Ib). -175 Maximum net uplift on truss connection for 95 mph, Exposure C per Table K (Ib). -269 Maximum net uplift on truss connection for 110 mph, Exposure C per Table K (Ib). -476 Allowable uplift for H2.5A/H1 Seismic & Hurricane Ties = 520/400-lb for Hem-Fir framing. 520/400 Allowable uplift for H10 Seismic & Hurricane Ties =850-lb for Hem-Fir framing. 850 Fasten truss tails to top plates with H2.5A or H1 Seismic & Hurricane Ties for 85-mph wind speeds. Use H10 Ties for higher speeds. Truss Chord Splice Nailing Maximum applied chord tension load per Tables J, C =T = M/b =vrL2/b8 (Ib). 1,332 Allowable chord splice tension load for 10d nails @ 6-in o.c. 1,469 Fasten exterior wall top plate splices together with 10d nails @ 6-in w.c. Minimum splice length =48-in. Revised STRUCTURAL SPECIFICATIONS AND ALLOWABLE LOADS Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 8 of 19 • TABLE B. BUILDING DATA Description Value Description Value BUILDING DIMENSIONS BUILDING INERTIAL DATA Transverse Width of Building (ft) 34.0 Roof Diaphragm Dead Load (psf) 15 Longitudinal Length of Building (ft) 58.0 Exterior Walls Dead Load (psf) 15 Partition Walls Dead Load (psf) 10 Roof Slope (5(12) 0.42 Length of Gable-End Roof Overhang (ft) 1.0 MEAN AND MAXIMUM BUILDING HEIGHTS Length of Eave-End Roof Overhang (ft) 1.3 Roof Height(ft) 7.8 Maximum Truss Span (ft) 34.0 Mean Height (ft) 11.3 Maximum Height (ft) 14.9 MAIN FLOOR DIMENSIONS _ Wall Height(ft) 7.8 CALCULATION OF LENGTH OF END ZONE, 2a Transverse Exterior Walls Length (ft) 68.0 Least horizontal Building Dimension, b (ft) 34.0 Longitudinal Exterior Walls Length (ft) 116.0 0.4* Mean Building Height(ft) 4.5367 Total Exterior Walls Length (ft) 184.0 0.1*b (ft) 3.4 Total Partitions Weight(Ib)-ASCE 7-10 12.7.;19,400 End Zone Dimension, a(ft) 3.4 Adjusted End Zone Dimension, a (ft) 3.4 Length of End Zone, 2a(ft) 6.8 BUILDING ENCLOSED AREA Building Enclosed Area (sf) 1,940.0 Garage Enclosed Area (sf) 528.0 Building and Garage Enclosed Area (sf) 2,468.0 GARAGE DIMENSIONS GARAGE LENGTH OF END ZONE, 2a Wall Height(ft) 7.8 Least horizontal Building Dimension, b (ft) 22.0 Transverse Width of Garage (ft) 22.0 0.4 * Mean Building Height (ft) 4.0367 Longitudinal Length of Garage (ft) 24.0 0.1*b (ft) 2.2 Transverse Exterior Walls Length (ft) 44.0 End Zone Dimension, a (ft) 2.2 Longitudinal Exterior Walls Length (ft) 48.0 Adjusted End Zone Dimension, a (ft) 3.0 Maximum Truss Span (ft) 22.0 Length of End Zone, 2a(ft) 6.0 Mean Height(ft) 10.1 Maximum Height(ft) 12.4 Total Exterior Walls Length (ft) 92.0 Total Partitions Weight(Ib) -ASCE 7-10 12.7.; 0 SNOW DATA Maximum Ground Snow Load, p9 (psf) Assumed :u. Exposure Factor, Ce ASCE 7-10 Table 7-2, for Exposure C 1.D Thermal Factor, Ct ASCE 7-10 Table 7-3, for Residences Snow Importance Factor, IS ASCE 7-10 Table 1.5-2, for Category II 1. Slope Factor, CS ASCE 7-10 Figure 7-2a Flat Roof Snow Load, pf(psf) ASCE 7-10 Equation 7.3-1, pt= 0.7 Ce Ct lS p9 21.0 MINIMUM Flat Roof Snow Load, pf(psf) BUILDING DEPARTMENT 25.0 ADOPTED Flat Roof Snow Load, pf(psf) CONTROLLING VALUE 25.0 Note: Transverse Width is measured perpendicular to the ridge line and longitudinal length parallel to the ridge line. Revised BU LDINS DATA Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 9 of 19 TABLE C. WIND DESIGN CRITERIA Description Value Description Value WIND DESIGN CRITERIA MAIN FLOOR Basic Wind Speed V3s (mph) 110 TRANSVERSE BUILDING ZONE DATA ASCE 7-10 Design Wind Speed (mph) 140 Horizontal Wind Force Loading Wind Exposure Category C Transverse Zones A& B Width (ft) 6.8 Simplified Procedure per ASCE 7-10 28.5 Yes Transverse Zones C &D Width (ft) 51.2 Exposure & Height Factor, A 1.21 Transverse Zones A&C Height (ft) 7.8 Topographical Factor, Kit 1.00 Transverse Zones B & D Height (ft) 7.1 Vertical Wind Force Loading DESIGN WIND PRESSURES (psf) Transverse Roof Zones E & F Width (ft) 6.8 TRANSVERSE DIRECTION (CASE A) Transverse Roof Zones G & H Width (ft) 51.2 A- End Zone of Wall 40.9 Transverse Roof Zones E & F Length (ft) 17.0 B - End Zone of Roof -2.2 Transverse Roof Zones G & H Length (ft) 17.0 C - Interior Zone of Wall 28.4 D - Interior Zone of Roof 0.3 LONGITUDINAL BUILDING ZONE DATA E - End Zone of Windward Roof -26.9 Horizontal Wind Force Loading F - End Zone of Leeward Roof -24.8 Longitudinal Zone A Width (ft) 6.8 G - Interior Zone of Windward Roof -19.0 Longitudinal Zone C Width (ft) 27.2 H - Interior Zone of Leeward Roof -19.3 Longitudinal Zone A Height(ft) 9.2 Eo - End Zone of Windward OVHG Roof -41.9 Longitudinal Zone C Height (ft) 11.9 Go- Interior Zone of Windward OVGH Roof -33.9 Vertical Windforce Loading LONGITUDINAL DIRECTION (CASE B) Longitudinal Roof Zones E & F Width (ft) 6.8 A- End Zone of Wall 31.1 Longitudinal Roof Zones G & H Width (ft) 27.2 B - End Zone of Roof -16.1 Longitudinal Roof Zones E &G Length (ft) 29.0 C - Interior Zone of Wall 20.6 Longitudinal Roof Zones F & H Length (ft) 29.0 D - Interior Zone of Roof 9.6 E - End Zone of Windward Roof -37.3 F - End Zone of Leeward Roof -21.2 G - Interior Zone of Windward Roof -26.0 H - Interior Zone of Leeward Roof -16.4 Eo - End Zone of Windward OVHG Roof -52.: Go- Interior Zone of Windward OVGH Roof -415.9 GARAGE TRANSVERSE BUILDING ZONE DATA Horizontal Wind Force Loading Transverse Zones A&B Width (ft) 6.0 Transverse Zones C & D Width (ft) 18.0 Transverse Zones A&C Height (ft) 7.8 Transverse Zones B & D Height (ft) 4.6 LONGITUDINAL BUILDING ZONE DATA Horizontal Wind Force Loading Longitudinal Zone A Width (ft) 6.0 Longitudinal Zone C Width (ft) 16.0 Longitudinal Zone A Height(ft) 9.1 Longitudinal Zone C Height (ft) 10.5 Note: Transverse Width is measured perpendicular to the ridge line and longitudinal length parallel to the ridge line. Revised WIND DESIGN CR°TERI . Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 10 of 19 • TABLE D. SEISMIC DESIGN CRITERIA Description Reference/Calculation Value SEISMIC GROUND MOTION VALUES AND SITE SPECIFICATIONS Building Risk Category ASCE Standard 7-10, Table 1-5.1 II Seismic Importance Factor, le ASCE Standard 7-10, Table 1.5-2 1.0 Default Seismic Site Classification ASCE Standard 7-10, Table 20.3-1 D Seismic Design Category 2009 IRC Table R301.2.2.1.1 D2 Response Modification Coefficient, R ASCE Standard 7-10, Table 12.2-1 6.5 Building Period Parameter: Ct ASCE Standard 7-10, Table 12.8-2 0.02 Redundancy Factor, p ASCE Standard 7-10, Section 12.3.4.2 1.000 Site Short Period Design Acceleration, Sps (g) 2009 IRC Table R301.2.2.1.1, for SDC D2 1.170 Mapped MCE Long Period Acceleration, SMI (g) ASCE Standard 7-10, Figure 22-2 0.600 Ground Snow Load (psf) Building Department 30.0 Flat Roof Snow Load (psf) Calculation, See Table B 25.0 COMPUTATION OF DESIGN RESPONSE SPECTRUM DATA Mean Building Height, h (ft) Per Plan (Calculated in Table B) 11.3 Building Period, Ta = Cth314 (sec) ASCE Standard 7-10, Section 12.8.2.1 0.124 Site Long Design Period Acceleration, SD1 (g) ASCE Standard 7-10, 11.4.4, SD, =2/3SM1 0.400 To = 0.2*SDi/SDs (sec) ASCE Standard 7-10, Section 11.4.5 0.068 Ts =SD,/SDs (sec) ASCE Standard 7-10, Section 11.4.5 0.342 COMPUTATION OF SEISMIC DESIGN COEFFICIENT Seismic Design Coefficient: CS = SDS*le/R ASCE Standard 7-10, Section 12.8.1.1 0.180 Revised SEISMIC DESIN CR'.TERIA. Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 11 of 19 TABLE E-1. WIND LOADS (HOUSE) Wind Zone Zone Zone Area Zone Moment Moment Zone Pressure Width Ht./Leng. Force Arm (psi) (ft) (ft) (sf) (Ib) (ft) (ft-Ib) TRANSVERSE WIND LOADING Horizontal Wind Loads Transverse Wall Zone A 40.9 6.8 7.8 53.0 2,625 3.9 10,237 Transverse Roof Zone B 0.0 6.8 7.1 48.2 0 7.8 0 Transverse Wall Zone C 28.4 51.2 7.8 399.4 13,724 3.9 53,522 Transverse Roof Zone D 0.3 51.2 7.1 362.7 132 7.8 1,027 STRENGTH LEVEL Lateral Force/Moment 8,306 64,786 CONVERT TO ALLOWABLE STRESS DESIGN 4,984 38,872 Vertical Wind Loads Transverse Roof Zone E -26.9 6.8 17.0 115.6 -3,763 25.5 95,948 Transverse Roof Zone F -24.8 6.8 17.0 115.6 -3,469 8.5 29,486 Transverse Roof Zone G -19.0 51.2 17.0 870.4 -20,010 25.5 510,268 Transverse Roof Zone H -19.3 51.2 17.0 870.4 -20,326 8.5 172,775 Roof Overhang Zone E -41.9 6.8 1.3 9.0 -459 34.7 15,895 Roof Overhang Zone F -24.8 6.8 1.3 9.0 -271 -0.7 -180 Roof Overhang Zone G -33.9 51.2 1.3 68.1 -2,793 34.7 96,827 Roof Overhang Zone H -19.3 51.2 1.3 68.1 -1,590 -0.7 -1,058 STRENGTH LEVEL Uplift Force and Overturning Moment on Building -52,682 919,960 CONVERT TO ALLOWABLE STRESS DESIGN -31,609 551,976 Total Overturning Moment Due to Transverse Wind Loading (ASD) 590,848 Unit Uplift on Building (psf) -16.3 LONGITUDINAL WIND LOADING Horizontal Wind Loads Longitudinal Wall Zone A 31.1 6.8 9.2 62.7 2,358 4.6 10,869 Longitudinal Wall Zone B 0.0 6.8 0.0 0.0 0 7.8 0 Longitudinal Wall Zone C 20.6 27.2 11.9 322.9 8,050 5.9 47,787 Longitudinal Wall Zone D 0.0 27.2 0.0 0.0 0 7.8 0 STRENGTH LEVEL Lateral Force/Moment 6,766 58,655 CONVERT TO ALLOWABLE STRESS DESIGN 4,060 35,193 Vertical Wind Loads Longitudinal Roof Zone E -37.3 6.8 29.0 197.2 -8,900 43.5 387,160 Longitudinal Roof Zone F -21.2 6.8 29.0 197.2 -5,059 14.5 73,349 Longitudinal Roof Zone G -26.0 27.2 29.0 788.8 -24,816 43.5 1,079,481 Longitudinal Roof Zone H -16.4 27.2 29.0 788.8 -15,653 14.5 226,968 Roof Overhang Zone E -52.3 6.8 1.0 6.8 -430 58.5 25,174 Roof Overhang Zone F -21.2 6.8 1.0 6.8 -174 -0.5 87 Roof Overhang Zone G -40.9 27.2 1.0 27.2 -1,346 58.5 78,747 Roof Overhang Zone H -16.4 27.2 1.0 27.2 -540 -0.5 -270 STRENGTH LEVEL Uplift Force and Overturning Moment on Building -56,918 1,870,696 CONVERT TO ALLOWABLE STRESS DESIGN -34,151 1,122,418 Total Overturning Moment Due to Longitudinal Wind Loads (ASD) 1,157,611 Unit Uplift on Building (psf) -17.6 Note: (+) and (-)signs signify wind pressures acting toward and away from the projected surfaces, respectively per ASCE Standard 7-10. Revised WI LOAD S Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 12 of 19 TABLE E-2. WIND LOADS (GARAGE) Wind Zone Zone Zone Area Zone Moment Moment Zone Pressure Width Ht./Leng. Force Arm (psf) (ft) (ft) (sf) (Ib) (ft) (ft-Ib) TRANSVERSE WIND LOADING Horizontal Wind Loads Transverse Wall Zone A 40.9_ 6.0 7.8 46.8 2,316 3.9 9,033 Transverse Roof Zone B 0.0 6.0 4.6 27.5 0 7.8 0 Transverse Wall Zone C 28.4 18.0 7.8 140.4 4,825 3.9 18,816 Transverse Roof Zone D 0.3 18.0 4.6 82.5 30 7.8 234 STRENGTH LEVEL Lateral Force/Moment 3,600 28,083 CONVERT TO ALLOWABLE STRESS DESIGN 2,160 16,850 Vertical Wind Loads Transverse Roof Zone E -26.9 6.0 11.0 66.0 -2,148 16.5 35,446 Transverse Roof Zone F -24.8 6.0 11.0 66.0 -1,981 5.5 10,893 Transverse Roof Zone G -19.0 18.0 11.0 198.0 -4,552 16.5 75,108 Transverse Roof Zone H -19.3 18.0 11.0 198.0 -4,624 5.5 25,431 Roof Overhang Zone E -41.9 6.0 1.3 8.0 -405 22.7 9,170 Roof Overhang Zone F -24.8 6.0 1.3 8.0 -239 -0.7 -159 Roof Overhang Zone G -33.9 18.0 1.3 23.9 -982 22.7 22,257 Roof Overhang Zone H -19.3 18.0 1.3 23.9 -559 -0.7 -372 STRENGTH LEVEL Uplift Force and Overturning Moment on Building -15,490 177,774 CONVERT TO ALLOWABLE STRESS DESIGN -9,294 106,664 Total Overturning Moment Due to Transverse Wind Loading (ASD) 123,514 Unit Uplift on Building (psf) -4.8 LONGITUDINAL WIND LOADING Horizontal Wind Loads Longitudinal Wall Zone A 31.1 6.0 9.1 54.3 2,043 4.5 9,246 Longitudinal Wall Zone B 0.0 6.0 0.0 0.0 0 7.8 0 Longitudinal Wall Zone C 20.6 16.0 10.5 167.7 4,181 5.2 21,911 Longitudinal Wall Zone D 0.0 16.0 0.0 0.0 0 7.8 0 STRENGTH LEVEL Lateral Force/Moment 3,788 31,157 CONVERT TO ALLOWABLE STRESS DESIGN 2,273 18,694 Vertical Wind Loads Longitudinal Roof Zone E -37.3 6.0 12.0 72.0 -3,250 18 58,492 Longitudinal Roof Zone F -21.2 6.0 12.0 72.0 -1,847 6 11,082 Longitudinal Roof Zone G -26.0 16.0 12.0 192.0 -6,040 18 108,726 Longitudinal Roof Zone H -16.4 16.0 12.0 192.0 -3,810 6 22,860 Roof Overhang Zone E -52.3 6.0 1.0 6.0 -380 24.5 9,303 Roof Overhang Zone F -21.2 6.0 1.0 6.0 -154 -0.5 77 Roof Overhang Zone G -40.9 16.0 1.0 16.0 -792 24.5 19,400 Roof Overhang Zone H -16.4 16.0 1.0 16.0 -318 -0.5 -159 STRENGTH LEVEL Uplift Force and Overturning Moment on Building -16,590 229,781 CONVERT TO ALLOWABLE STRESS DESIGN -9,954 137,868 Total Overturning Moment Due to Longitudinal Wind Loads (ASD) 156,562 Unit Uplift on Building (psf) -5.1 Note: (+) and (-)signs signify wind pressures acting toward and away from the projected surfaces, respectively per ASCE Standard 7-10. Revised WIND LOADS Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 13 of 19 TABLE F-1. MINIMUM WIND LOADS (HOUSE) Wind Zone Zone Zone Area Zone Moment Moment Zone Pressure Width Ht./Leng. Force Arm (psf) (ft) (ft) (sfl (Ib) (ft) (ft-Ib) TRANSVERSE WIND LOADING Horizontal Wind Loads Transverse Wall Zone A 16.0 6.8 7.8 53.0 849 3.9 3,310 Transverse Roof Zone B 8.0 6.8 7.1 48.2 385 7.8 3,006 Transverse Wall Zone C 16.0 51.2 7.8 399.4 6,390 3.9 24,920 Transverse Roof Zone D 8.0 51.2 7.1 362.7 2,901 7.8 22,630 STRENGTH LEVEL Lateral Force/Moment 6,906 53,866 CONVERT TO ALLOWABLE STRESS DESIGN 4,144 32,319 Vertical Wind Loads Transverse Roof Zone E 0.0 6.8 17.0 115.6 0 25.5 0 Transverse Roof Zone F 0.0 6.8 17.0 115.6 0 8.5 0 Transverse Roof Zone G 0.0 51.2 17.0 870.4 0 25.5 0 Transverse Roof Zone H 0.0 51.2 17.0 870.4 0 8.5 0 Roof Overhang Zone E 0.0 6.8 1.3 9.0 0 34.7 0 Roof Overhang Zone F 0.0 6.8 1.3 9.0 0 -0.7 0 Roof Overhang Zone G 0.0 51.2 1.3 68.1 0 34.7 0 Roof Overhang Zone H 0.0 51.2 1.3 68.1 0 -0.7 0 STRENGTH LEVEL Uplift Force and Overturning Moment on Building 0 0 CONVERT TO ALLOWABLE STRESS DESIGN 0 0 Total Overturning Moment Due to Transverse Wind Loading (ASD) 32,319 Unit Uplift on Building (psf) 0.0 LONGITUDINAL WIND LOADING Horizontal Wind Loads Longitudinal Wall Zone A 16.0 6.8 9.2 62.7 1,003 4.6 4,621 Longitudinal Wall Zone B 8.0 6.8 0.0 0.0 0 7.8 0 Longitudinal Wall Zone C 16.0 27.2 11.9 322.9 5,167 5.9 30,674 Longitudinal Wall Zone D 8.0 27.2 0.0 0.0 0 7.8, 0 STRENGTH LEVEL Lateral Force/Moment 4,048 35,295 CONVERT TO ALLOWABLE STRESS DESIGN 2,429 21,177 Vertical Wind Loads Longitudinal Roof Zone E 0.0 6.8 29.0 197.2 0 43.5 0 Longitudinal Roof Zone F 0.0 6.8 29.0 197.2 0 14.5 0 Longitudinal Roof Zone G 0.0 27.2 29.0 788.8 0 43.5 0 Longitudinal Roof Zone H 0.0 27.2 29.0 788.8 0 14.5 0 Roof Overhang Zone E 0.0 6.8 1.0 6.8 0 58.5 0 Roof Overhang Zone F 0.0 6.8 1.0 6.8 0 -0.5 0 Roof Overhang Zone G 0.0 27.2 1.0 27.2 0 58.5 0 Roof Overhang Zone H 0.0 27.2 1.0 27.2 0 -0.5 0 STRENGTH LEVEL Uplift Force and Overturning Moment on Building 0 0 CONVERT TO ALLOWABLE STRESS DESIGN 0 0 Total Overturning Moment Due to Longitudinal Wind Loads (ASD) 21,177 Unit Uplift on Building (psf) 0.0 Note: (+) and (-)signs signify wind pressures acting toward and away from the projected surfaces, respectively per ASCE Standard 7-10. Revised MINIMUM WIND LOADS Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 14 of 19 TABLE F-2. MINIMUM WIND LOADS (GARAGE) Wind Zone Zone Zone Moment Zone Area Moment Zone Pressure Width Ht./Leng. Force Arm (psf) (ft) (ft) (sfl (Ib) (ft) (ft-Ib) TRANSVERSE WIND LOADING Horizontal Wind Loads Transverse Wall Zone A 16.0 6.0 7.8 46.8 749 3.9 2,920 Transverse Roof Zone B 8.0 6.0 4.6 27.5 220 7.8 1,716 Transverse Wall Zone C 16.0 18.0 7.8 140.4 2,246 3.9 8,761 Transverse Roof Zone D 8.0 18.0 4.6 82.5 660 7.8 5,148 STRENGTH LEVEL Lateral Force/Moment 2,378 18,545 CONVERT TO ALLOWABLE STRESS DESIGN 1,427 11,127 Vertical Wind Loads Transverse Roof Zone E 0.0 6.0 11.0 66.0 0 16.5 0 Transverse Roof Zone F 0.0 6.0 11.0 66.0 0 5.5 0 Transverse Roof Zone G 0.0 18.0 11.0 198.0 0 16.5 0 Transverse Roof Zone H 0.0 18.0 11.0 198.0 0 5.5 0 Roof Overhang Zone E 0.0 6.0 1.3 8.0 0 22.7 0 Roof Overhang Zone F 0.0 6.0 1.3 8.0 0 -0.7 0 Roof Overhang Zone G 0.0 18.0 1.3 23.9 0 22.7 0 Roof Overhang Zone H 0.0 18.0 1.3 23.9 0 -0.7 0 STRENGTH LEVEL Uplift Force and Overturning Moment on Building 0 0 CONVERT TO ALLOWABLE STRESS DESIGN 0 0 Total Overturning Moment Due to Transverse Wind Loading (ASD) 11,127 Unit Uplift on Building (psf) 0.0 LONGITUDINAL WIND LOADING Horizontal Wind Loads Longitudinal Wall Zone A 16.0 6.0 9.1 54.3 869 4.5 3,931 Longitudinal Wall Zone B 8.0 6.0 0.0 0.0 0 7.8 0 Longitudinal Wall Zone C 16.0 16.0 10.5 167.7 2,683 5.2 14,064 Longitudinal Wall Zone D 8.0 16.0 0.0 0.0 0 7.8 0 STRENGTH LEVEL Lateral Force/Moment 2,179 17,996 CONVERT TO ALLOWABLE STRESS DESIGN 1,308 10,797 Vertical Wind Loads Longitudinal Roof Zone E 0.0 6.0 12.0 72.0 0 18 0 Longitudinal Roof Zone F 0.0 6.0 12.0 72.0 0 6 0 Longitudinal Roof Zone G 0.0 16.0 12.0 192.0 0 18 0 Longitudinal Roof Zone H 0.0 16.0 12.0 192.0 0 6 0 Roof Overhang Zone E 0.0 6.0 1.0 6.0 0 24.5 0 Roof Overhang Zone F 0.0 6.0 1.0 6.0 0 -0.5 0 Roof Overhang Zone G 0.0 16.0 1.0 16.0 0 24.5 0 Roof Overhang Zone H 0.0 16.0 1.0 16.0 0 -0.5 0 STRENGTH LEVEL Uplift Force and Overturning Moment on Building 0 0 CONVERT TO ALLOWABLE STRESS DESIGN 0 0 Total Overturning Moment Due to Longitudinal Wind Loads (ASD) 10,797 Unit Uplift on Building (psf) 0.0 Note: (+)and (-)signs signify wind pressures acting toward and away from the projected surfaces, respectively per ASCE Standard 7-10. Revised MINIMUM WIND LOADS Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 15 of 19 TABLE G. SEISMIC LOADS SEISMIC SHEAR LOADS ON HOUSE Height/ Seismic Seismic Load Length Area Building Component s Width ft s Weight Shear (P fl (ft) O ( ' (Ib) (Ib) Roof Diaphragm & Ceiling 15.0 1,940 29,100 5,238 20%of Flat Roof Snow Load > 30-psf 0.0 1,940 0 0 One-Half Exterior Walls 15.0 7.8 184.0 1,435 10,764 1,938 One-Half Partitions 10.0 1,940 9,700 1,746 Total Dead Load for Restoring Moment 70,028 Roof Diaphragm Tributary Dead Load 49,564 STRENGTH LEVEL BASE SHEAR 8,922 CONVERT TO ALLOWABLE STRESS DESIGN BASE SHEAR 6,245 SEISMIC SHEAR LOADS ON GARAGE Roof Diaphragm &Ceiling 15.0 528 7,920 1,426 20%of Flat Roof Snow Load > 30-psf 0.0 528 0 0 One-Half Exterior Walls 15.0 7.8 92.0 718 5,382 969 One-Half Partitions 10.0 0 0 0 Total Dead Load for Restoring Moment 18,684 Roof Diaphragm Tributary Dead Load 13,302 STRENGTH LEVEL BASE SHEAR 2,394 CONVERT TO ALLOWABLE STRESS DESIGN BASE SHEAR 1,676 OVERTURNING ANALYSIS DUE TO TRANSVERSE LOADS - HOUSE Force Dist. Moment Building Component (Ib) (ft) (ft-lb) Roof Diaphragm &Ceiling 5,238 7.8 40,856 Exterior Walls 1,938 7.8 15,113 Partitions 1,746 7.8 13,619 Total Dead Load 70,028 17.0 1,190,476 Total Moment Due to Transverse Seismic Forces 69,588 Total Moment Due to Transverse Wind Forces 590,848 Total Restoring Moment in Transverse Loading 1,190,476 6110 of Total Restoring Moment in Transverse Loading 714,286 OVERTURNING STABILITY YES OVERTURNING ANALYSIS DUE TO LONGITUDINAL LOADS- HOUSE Building Component Force Dist. Moment (Ib) (ft) (ft-lb) Roof Diaphragm & Ceiling 5,238 7.8 40,856 Exterior Walls 1,938 7.8 15,113 Partitions 1,746 7.8 13,619 Total Dead Load 70,028 29.0 2,030,812 Total Moment Due to Longitudinal Seismic Forces 69,588 Total Moment Due to Longitudinal Wind Forces 1,157,611 Total Restoring Moment in Longitudinal Loading 2,030,812 6/10 of Total Restoring Moment in Longitudinal Loading 1,218,487 OVERTURNING STABILITY YES Revised SEESMtC LOADS Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 16 of 19 TABLE H. CONTROLLING SHEAR LOADS House Floor Level Main Floor Level Second Floor Level Type Load Transverse Longitudinal Transverse Longitudinal ASD Wind Load (Ib) 4,984 4,060 N/A N/A ASD Minimum Wind Load (Ib) 4,144 2,429 N/A N/A ASD Controlling Wind Load (Ib) 4,984 4,060 N/A N/A ASD Seismic Diaphragm Load (Ib) 6,245 6,245 N/A N/A Nature of Controlling Load SEISMIC SEISMIC N/A N/A ASD Maximum wind/seismic load (Ib) 6,245 6,245 N/A N/A Garage Type Load Transverse Longitudinal Transverse Longitudinal ASD Wind Load (Ib) 2,160 2,273 N/A N/A ASD Minimum Wind Load (Ib) 1,427 1,308 N/A N/A ASD Controlling Wind Load (Ib) 2,160 2,273 N/A N/A ASD Seismic Diaphragm Load (Ib) 1,676 1,676 N/A N/A Nature of Controlling Load WIND WIND N/A N/A ASD Maximum wind/seismic load (Ib) 2,160 2,273 N/A N/A House + Garage Floor Level Main Floor Level Second Floor Level Type Load Transverse Longitudinal Transverse Longitudinal ASD Controlling Wind Load (Ib) 4,984 6,220 N/A N/A ASD Seismic Diaphragm Load (Ib) 7,921 7,921 N/A N/A NOTE: ASD = ALLOWABLE STRESS DESIGN Revised CONTROLLING LOADS Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 17 of 19 TABLE L WIND SHEAR. WALL LOADS TRANSVERSE LOADS Floor Level Main Floor Level Wall Identification 1 2 3 Check Wall Type OSB OSB OSB Total Tributary Load Distance (ft) - H 29.0 29.0 58.0 Tributary Load Fraction - H 0.500 0.500 1.0 Tributary Load Distance (ft)-G "1.5 11.0 22.0 Tributary Load Fraction - G 0.500 0.500 Applied Shear(Ib) 2,492 1,136 2,492 6,120 Wall Length (ft) 55.0 24.0 34.0 Applied Unit Shear(Ib/ft) 43 47 73 Shear Wall Length (ft) 33.11 20. ' 34.0 Resistive Unit Shear(Ib/ft) 66 57 73 Shear Wall Height(ft) 7.8 7.8 7.8 Unit DL on Wall (Ib/ft) 150 305 150 0.60*[Unit DL on Wall] (Ib/ft) 90 183 90 Max. Hold-Down 4.0-ft SW (Ib) 146 Max. Hold-Down 10.0-ft SW (Ib) -472 Max. Hold-Down 26.5-ft SW (Ib) -681 Max. Hold-Down 34.0-ft SW (Ib) -958 LONGITUDINAL LOADS Floor Level Main Floor Level Wall Identification A B C Check Wall Type OSB OSB OSB Total Tributary Load Distance (ft)- H 7.0 17.0 34.0 Tributary Load Fraction - H 0.500 0.500 1.0 Tributary Load Distance (ft) -G 12.0 12.0 24.0 Tributary Load Fraction - G 0.500 0.500 1.0 Applied Shear(Ib) 2,030 3,110 1,080 6,220 Wall Length (ft) 55.0 55.0 22.5 Applied Unit Shear(lb/ft) 35 54 49 Shear Wall Length (ft) 55.1J 52. Resistive Unit Shear (Iblft) 64 84 49 Shear Wall Height (ft) 7.8 7.8 7.8 Unit Wall DL (lb/ft) 395 375 151) 0.61Unit DL on Wall] (Ib/ft) 237 225 90 Max. Hold-Down 4.0-ft SW (Ib) 29 206 Max. Hold-Down 4.5-ft SW (Ib) 149 Max. Hold-Down 5.0-ft SW (lb) -90 93 Max. Hold-Down 6.0-ft SW (Ib) -19 Max. Hold-Down 7.0-ft SW (Ib) -327 Max. Hold-Down 11.5-ft SW (Ib) -860 Max. Hold-Down 12.5-ft SW (lb) -751 Max. Hold-Down 22.0-ft SW (Ib) -607 Revised WIND SHEAR LOADS Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 18 of 19 TABLE J. SEISMIC SHEAR WALL LOADS TRANSVERSE LOADS Floor Level Main Floor Level Wall Identification 1 2 3 Check Wall Type OSB OSB OSB Total Tributary Load Distance (ft)- H 29.0 29.0 Tributary Load Fraction - H 0.500 0.500 1.0 Tributary Load Distance (ft) -G '11.0 " . 22.0 Tributary Load Fraction - G 0.500 0.500 Applied Shear (Ib) 3,961 838 3,123 7,921 Wall Length (ft) 24.0 34.0 Applied Unit Shear(lb/ft) 68 35 92 Shear Wall Length (ft) - 34; Resistive Unit Shear(Ib/ft) 104 42 92 Shear Wall Height (ft) 7.8 7.8 7.8 Unit DL on Wall (Ib/ft) 0.60*[Unit DL on Wall] (lb/ft) 90 183 90 Max. Hold-Down 4.0-ft SW (Ib) 447 Max. Hold-Down 10.0-ft SW (Ib) -588 Max. Hold-Down 26.5-ft SW (Ib) -380 Max. Hold-Down 34.0-ft SW (Ib) -814 LONGITUDINAL LOADS Floor Level Main Floor Level Wall Identification A B C Check Wall Type OSB OSB OSB Total Tributary Load Distance (ft) - H . Tributary Load Fraction - H 0.500 0.500 1.0 Tributary Load Distance (ft) -G 12.0 12.0 Tributary Load Fraction - G 0.500 0.500 1.0 Applied Shear(Ib) 3,123 3,961 838 7,921 Wall Length (ft) 58.0 22.0 Applied Unit Shear(lb/ft) 54 68 38 Shear Wall Length (ft) ='_•`' Resistive Unit Shear(Ib/ft) 99 107 38 Shear Wall Height (ft) 7.8 7.8 7.8 Unit Wall DL (Ib/ft) - 325 150 0.6*[Unit DL on Wall] (Ib/ft) 237 225 90 Max. Hold-Down 4.0-ft SW (Ib) 299 385 Max. Hold-Down 4.5-ft SW (lb) 329 Max. Hold-Down 5.0-ft SW (Ib) 181 272 Max. Hold-Down 6.0-ft SW (Ib) 160 Max. Hold-Down 7.0-ft SW (Ib) -56 Max. Hold-Down 11.5-ft SW (Ib) -589 Max. Hold-Down 12.5-ft SW (Ib) -571 Max. Hold-Down 22.0-ft SW (Ib) -693 Revised SEISMIC SHEAR LOADS Printed 3/31/2014 Plan 1940-13 30-PSF Snow, 110 mph, Exp C, & SDC D2_BAKER_Rev 3/31/2014 A. Abrous, Ph.D., P.E. HiLine Homes Page 19 of 19 TABLE K. ROOF DIAPHRAGM CALCULATIONS DIAPHRAGM CHORD SPLICE & STRESS CALCULATIONS Maximum Transverse Shear Load (Ib) Calculation V= 6,245 Diaphragm Span (ft) Design Drawings b = 34 Diaphragm Length (ft) Design Drawings L = 58.0 Diaphragm Unit Shear(lb/ft) Calculation w=V/Length = 108 Diaphragm Maximum Moment(ft-lb) Calculation M =wL2/8 = 45,277 Diaphragm Chord Force(Ib) Calculation C =T = M/b = 1,332 Allowable Nail Load (Ib) NDS Table 11N H-F & 10d Common 102 Adjustment For Wind/Seismic Loads NDS Table 2.3.2 10-minute loads 1.6 Adjusted Allowable Nail Load (Ib) Calculation F = 1.6FNa„ 163.2 Minimum Number of Nails Required At Splices Calculation NN-Min = UFA 8.2 Maximum Nail Spacing at Splices (in) Design Drawings S = 6.0 Minimum Splice Length (in) Calculation Lspiice= SNN-Min 49.0 Design Splice Length (in) Design Drawings Design Specification 48.0 Allowable Diaphragm Chord Force (Ib) Calculation 10d @ 6-in o.c. 1,469 Cross Sectional Area of Shear Wall Chords (in2) Design Drawings Acnord = 2(1.5)(5.5) = 16.5 Axial Chord Stess (psi) Calculation Fc„= C/A=T/A 81 Allowable Parallel Compressive Stress (psi) WWPA Table 1 No. 2 Hem-Fir 1,250 Allowable Parallel Tensile Stress (psi) WWPATable 1 No. 2 Hem-Fir 500 ROOF UPLIFT CALCULATIONS Roof Truss Span, b (ft) Design Drawings 34.0 Tributary Area to Truss Connection (sf) Trusses @ 24-in o.c. A= 2b/2 = b 34.0 Maximum Wind Uplift Pressure, 85 mph, C (psf) Calculated [0.5*(0.6'(23.1+16.0)] x 1.21 -14.2 Maximum Wind Uplift Pressure, 95 mph, C (psf) Calculated [0.5*0.6`(27.4+19.1)] x 1.21 -16.9 Maximum Wind Uplift Pressure, 110 mph, C (psf) Calculated [0.5*0.6*(37.3+26.0)] x 1.21 -23.0 Maximum Wind Uplift Load At Connection (Ib) 85 mph, Exp. C Fup = pA -481 Maximum Wind Uplift Load At Connection (Ib) 95 mph, Exp. C -Fur, = pA -575 Maximum Wind Uplift Load At Connection (Ib) 110 mph, Exp. C Fup = pA -782 Roof Unit Dead Load, wd, (psf) Design Criteria 15.0 Roof Dead Load to Truss Connection (Ib) FDL =0.6 wdiA 306 Net Load to Truss Connection (Ib) 85 mph, Exp. C FNet= Fup + FDL -175 Net Load to Truss Connection (Ib) 95 mph, Exp. C FNet= Fup + FDL -269 Net Load to Truss Connection (lb) 110 mph, Exp. 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BOX 22 !1.....°11111.11:ZriN16"\rilEm - W =��^� PLAN BRINNON, WA98320 M E s w J -,..cm C �wm� (360)774-0420 www.HiLineHomes.com Gn f CoOD O (-6l copyright 2005 HiLine Homes r } _ ... __.___.� .___- ..__. -•... I 1/i) ::a I s r ` ' {s' E -, 1, �? p a to I I..::'.,. f c t» al cn n 0~ �� (-)., ( 1 4 1-C71' r J y t7 `L- o m - IS a, 3 u' ,.., _ - 0 (r,.1 .5 _ ( Y t d O Crl x ro =. o Z 5 yzi • G mv ________ — f. .1., IttoO r" ... U c> hi lCl: CV TJ W 7ar 1 n C7 n 1 o n 11 �C Iv 5, : 8 \--C..\--/- `L,' it, y , PT 71 S I t> G hi cn d 0 ° = - � vG c' F ddhi �j � a � szo ti. IA) 7� !- (fi N N Cr yy Z in a d ^ C k1 kt Ma ao = ip I ITco � m 1� a � = I, a cn IR CO 0 II St; 11 tn((''5: • D U I1 • }/ _ n \`� `10'NO BUILD, ` • // 'I I 1� 1 ',.,\. >/,,,t.4,.-„\o 1 �' T Tjy n�u; In i+-u / I c� • I Y.,+ti fib` G a �, a'� +t i�m4k,f,+4i ' ) '' / I. ul \ \ y y� kt y ns'•1'41,144,4./14 r Ar • „,,„,./ I• I (ii-.) I } 1.1fp 112. � Yy11GI > Ckl - '} --!” -mi' I • f 'I ;C \�''v'ii �' ��'roa0.r,i nig ' x,' � „! 7 I� SCJ 4- 1 a � "l r "Int i -..—__...-...--....._._- -.-t ....�n. i.�-��..i..t.i.�.� S J 7� i�t�'K ,t T64,0 , P�Fiiittoc " 4{ �`�1!';.f n 1�,sry •* L._ II „"t lr 'a I� Q �Id P 3�' ,F. ,WUl- ti w _ S-' , S�4'h ,•i �''$:. d f7i5r- , -i O v Iktu l � ,;4 � �1 t A 'f: I �c' 0 •j �� t .�� llm` � ��pa }`��Ci� I ��,, H rh 1, r � 1 I ll- ' ?�S P LC , � ��4 ...' ',� 1, ?:3 teit,1k: dta` M1'.r'-0u1 o '°'�`FI_......... 4 i _ r a cri __ f \'b f t ✓h� Y ^�_� Til •�-> ' :,�� °'`�'. - - __.._.- Ill � //pp _ �� I '., -_ o c s \ __-. to ... - l 0 F' W o o . o' _ r•rz 17 . I ,A kc 6 ti_ Q L-----1._ LI i N C 0 J _ (p (0 "� _ f9 `` n n N r 0 - c ,, C - ?- O o Le dq Fl cr ° ,, • -n V " r) Vl O '^ (n N el �rn �R� m 3 - 1by ? y= r"'3� o � 1 n a O , /" � 70 I� i, O z00 . i 0 �Zo fi " I l n 7 i. m z o 7/ C d O _ r 07:1 0 t .a,� m H v, ..,. [i7 z p CO oo m td III p - co .4-<' y f 7 Oo� % O , Z I,, , '„icy?�'.. )+ ,,,,, , o M ro - Jw., ' f I?? C7 ,r= 1 Cn a v .-1 f �Q•'��.' � , ' O roi rub' l H „®�.� f ';"' Yr1 lTJ • 411 lb riwk-eiLl 3.1.1 Downspout Full Infiltration Systems (BMP T5.10A) Downspout full infiltration systems are trench or drywell designs intended only for use in infiltrating runoff from roof downspout drains. They are not designed to directly infiltrate runoff from pollutant-generating impervious surfaces. Application Projects subject to Minimum Requirement#5 (Section 2.5.5, Volume I) must provide for individual downspout full infiltration systems or full dispersion if feasible. Evaluate the feasibility, or applicability, of downspout full infiltration unless full dispersion is proposed. Use the evaluation'procedure below to determine the feasibility of downspout full infiltration'. Flow Credit for If roof runoff is infiltrated according to the requirements of this section, Roof Downspout the roof area may be discounted from the project area used for sizing Full Infiltration stormwater facilities. Procedure for 1. Have one of the following prepare a soils report to determine if soils Evaluating suitable for infiltration are present on the site: Feasibility A 3 • •rofessional soil scientist certified by the Soil Science Society of America(or an equivalent national program) • A locally licensed on-site sewage designer • A suitably trained person working under the supervision of a professional engineer, geologist,hydrogeologist, or engineering geologist registered in the State of Washington. The report shall reference a sufficient number of soils logs to establish the type and limits of soils on the project site. The report should at a minimyim identify the limits of any outwash type soils(i.e.,those meetinUSDA soil texture classes ranging from coarse sand and cobble to medium sand)versus other soil types and include an invent ry of topsoil depth. 2. If the 1 is or site does not have outwash or loam soils, and full dispersion is not feasible, then consider a rain garden or bioretention BMPs(the next lower priority on-site stormwater management system. 3. Compl to additional site-specific testing on lots or sites containing outwa (coarse sand and cobbles to medium sand)and loam type soils. Indivi ual lot or site tests must consist of at least one soils log at the locatio of the infiltration system, a minimum of 4 feet in depth from the proposjed grade and at least 1 foot below the expected bottom elevation of the infiltration trench or dry well. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-4 • • Identify the NRCS series of the soil and the USDA textural class of the soil horizon through the depth of the log, and note any evidence of high ground water level, such as mottling. 4. Downspout infiltration is considered feasible on lots or sites that meet all of the following: • 3 feet or more of permeable soil from the proposed final grade to the seasonal high ground water table. • At least 1-foot of clearance from the expected bottom elevation of the infiltration trench or dry well. • The downspout full infiltration system can be designed to meet the minimum design criteria specified below. Design Criteria Figure 3.1.2 shows a typical downspout infiltration trench system, and for Infiltration Figure 3.1.3 presents an alternative infiltration trench system for sites with Trenches coarse sand and cobble soils. These systems are designed as specified below. General 1. The following minimum lengths(linear feet)per 1,000 square feet of roof area based on soil type may be used for sizing downspout infiltration trenches. Coarse sands and cobbles 20 LF Medium sand 30 LF Fine sand, loamy sand 75 LF Sandy loam 125 LF Loam 190 LF 2. Maximum length of trench shall not exceed 100 feet from the inlet sump. 3. Minimum spacing between trench centerlines shall be 6 feet. 4. Filter fabric shall be placed over the drain rock as shown on Figure 3.1.2 prior to backfilling. 5. Infiltration trenches may be placed in fill material if the fill is placed and compacted under the direct supervision of a geotechnical engineer or professional civil engineer with geotechnical expertise, and if the measured infiltration rate is at least 8 inches per hour. Trench length in fill must be 60 linear feet per 1,000 square feet of roof area. Infiltration rates can be tested using the methods described in Section 3.3. 6. Infiltration trenches should not be built on slopes steeper than 25% (4:1). A geotechnical analysis and report may be required on slopes over 15 percent or if located within 200 feet of the top of slope steeper than 40%, or in a landslide hazard area. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-5 • • 7. Trencl es may be located under pavement if a small yard drain or catch basin with grate cover is placed at the end of the trench pipe such that overflow would occur out of the catch basin at an elevation at least one foot below that of the pavement, and in a location which can accommodate the overflow without creating a significant adverse impact to downhill properties or drainage systems. This is intended to prevent saturation of the pavement in the event of system failure. Design Criteria Figure 3.1 4 shows a typical downspout infiltration drywell system. for Infiltration These syst ms are designed as specified below. Drywells General 1. Drywe 1 bottoms must be a minimum of 1 foot above seasonal high groun water level or impermeable soil layers. 2. When ocated in course sands and cobbles, drywells must contain a volum of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served. When located in medium sands, drywel s must contain at least 90 cubic feet of gravel per 1,000 square feet of mpervious surface served. 3. Drywe is must be at least 48 inches in diameter(minimum) and deep enougto contain the gravel amounts specified above for the soil type ii and im ervious surface served. 4. Filter f brit (geotextile)must be placed on top of the drain rock and on trench r drywell sides prior to backfilling. I 5. Spacin*between drywells must be a minimum of 10 feet. I 6. Downspout infiltration drywells must not be built on slopes greater it than 25% (4:1). Drywells may not be placed on or above a landslide ' hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist, hydrogeologist, or engineering geologist, and with ?. jurisdiction approval. ;!' , 1 Volume III—Hydrol s gic Analysis and Flow Control BMPs—August 2012 3-6 • ! roof drain PLAN VIEW 4"rigid or E;flexible NTS • perforated pipe =IMINININIIMIIIIINSIMIIIIIIIIIS infiltration trench sump w/slid lid PLAN VIEW roof drain NTS II overflow 4°rigid or r flexible splash block perforated pipe .-111-011I am 1 ray ✓may✓�419:4V4`��f: T7 :s o wp° °pp' 4 washed(oclk Q°4 n°�p� 4°a t n^ 1 �' S.0 min 12 %°4f-- 11/7 x4" \-",60-__A7 ana< L 1'min v o a -Apo (y% fine mesh screen "--CB sump w/solid lid ]-10'min € varies 1_00.A fitter fabric } compacted backfill TI f 4'rigid or 6'flexible 9°a° °p o ' performed pipe 24" 1 °:q4„,, V 6L ° °op.• 1 1 o VQo Q°o n v°a' washed rock 12" /° 0° 6 °0� 1 1tT3/4" 411 / a4aaQ ao ria. km-24' SECTION A NTS Figure 3.1.2 -Typical Downspout Infiltration Trench Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-7 r - • • from roof s y • grass i overflow S.min °° 1+f�-ala' ovo.op°�v, washed rock.. .$ ,o pA,a, 1$'min NOTE:Same length dimensions _ �` ; ee° a"vo and site limitations as typical system Hood vo• o t1 a 40 q' o L2'min - 15'min X-SECTION NTS Figure 3.1.3 -Alternative Downspout Infiltration Trench System for Coarse Sand and Gravel Source: King County Volume III Hydrologic Analysis and Flow Control BMPs-August 2012 3-8 R oof Do wnspoLt House Catch Basin ///////, (Yard Drain) Roof flaw Dairnspot t 0 DRY WELL 48 Inch Diameter Hole Flledwiih PLAN VIEW 11/2-3'Washed Drain Rock NTS it /--R oof Do'nspoit Mark Center of Hole with 1"Capped PVC 'usq Overflow or Other means Splash Block Topsoil Flushwith Surface flow l�i<<,..r �.,c■T+!1ti�.:�■ Min.4" "•":01r-; �..�111:40 da.Fine Mesh Screen r;y 4 `y PVC Pipe .^? 'a Catch Basin jf (lard Drain) rrt fit 48Irch Diameter 4'min. Sides of Hole Hole Filled with ; Lined with t] 11/2-3"Washed Fitter Fabric r Drain Rod; 19 min. .. Min. 1'above Seasonal DRY WELL High Groundwater Table SECTION NTS Figure 3.1.4-Typical Downspout Infiltration Drywell Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-9 . • • Setbacks Local governments may require specific setbacks in sites with slopes over 40%,land slide areas, open water features, springs,wells, and septic tank drain fields. Adequate room for maintenance access and equipment should also be co sidered.Examples of setbacks commonly used include the following: 1. All infltration systems should be at least 10 feet from any structure, prope line, or sensitive area(except slopes over 40%). 2. All inf tration systems must be at least 50 feet from the top of any slope over 4 %. This setback may be reduced to 15 feet based on a geotec nical evaluation,but in no instances may it be less than the buffer 'dth. 3. For sites with septic systems, infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. Volume III—Hydrol a:is Analysis and Flow Control BMPs—August 2012 3-10 cry \, v3 \ 00 2f Y O bA P CO O c� 5 c'6., --- 10ci v. r O WU I' cvnooMo 0 e 0, t-"-I I } I —�.1'li /`/'/e.'_.�v�.�✓) .,plog -p)amYn3c o ab g v \ d $ JNr1v; AM w1 wA7 u Nn pow o?i) 01 C i COaCV Jori,-,---_________ ~ ,j/1-.4 N p'" HUG .r 1 / N W N .. N Q ,LO J KO I i . Y ?4sSOir Ta JIIJUhV !OWO (1) ��1 ,. -I ; 1eaz � OOAr/7 C e- -, ^ Tp • .3 . NOH J , i [3` w ne7., a .� ., i +1.11 �z,:.'cp V I _ : : ` �tl . z�PiKI- Q-1• G � 1Z M a1 '' - �O,.JO . 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' ce ^ as I; o w C m � 'I o - x 41 Q 03a '[.0 1-.. ww - 'g z � z 5. .) 0-- 60 vDI x 73 01M :2 ,&) 0 A E-r ILIA - o mb O 7 u • •cc ° [ www b1 ct y wv 4.1 xd p c-6 ,,''\\ 0 1.1-� Al � U � � O— C� 110_ U c (/1 0 V 1 — fr &) 0 H O� � wFw o vgjj cs bJ I G- — � 4' zw r ' � — -oz � 5L`� -r-CT/� I� �0. o < `"�l 0W C Y O' e, OO • U•=03 W C N 0 14 COO O V . ac " .X °)0 0 ao a n m Lo w U /- .-c-----,- 1 ice1� 1\ r : 1 I o V N x • � n° m a -(n LI: d • ¢ m v o + O p O cnwUA q EUW ]HF� a 41 .1 0 ..----''9C.-)`CS 9) 0 Q. oO 4...1' X 5 qjsO C I 3O 4p ' , S1J Iis • i1Ji�I - IZI I i clev>,ar(c ►'1c-re s Notes in Tidemark-from 4/24/14 from ZOE 1) Attached are comments from the Department of Archaeology and Historic Preservation (DAHP), the Jamestown S'Klallam Tribe and the Port Gamble S'Klallam Tribe. Based on the comments from DAHP and tribes, an archaeological survey prepared by a qualified professional archaeologist is required to be submitted. If you have questions about this process, please contact Gretchen Kaehler at 360-586- 3088. 2) As we discussed on the phone,your parcel was designated as "Phase 2, Future Multi-Family Development" on the Villas by the Sea Plat. As such, in order to approve a single-family residence and septic system on this parcel a Plat Alteration must be completed to remove this designation from the face of the plat. The first step is to apply for a preapplication conference. Please complete the attached preapplication conference form and submit fees in the amount of$538.00 ($380.00 Development Review and $158.00 for Environmental Health). After your application has been received a planner will contact you to schedule the meeting. As a plat alteration can be a complex process, it is recommended that your surveyor be present at this meeting; however, this is not a requirement. • • Revised site plan received 12/11/14 below see why the revision was requested... 12/5/14 Email to owner. Need a revised plot plan that matches up with septic plot plan that is currently being revised as well.. RMarx Aillmil • • BUILDER STATEMENT The signer of this statement does hereby certify that hey are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: H— : CN-e._ \-;v ..- )%L \$ 4 O Qs')z r%Lwq MAILING ADDRESS: f, 1306,_ ("iesat� E EMAIL:_ y_.4t� }}}�»> *1 q @ :1',�e�+oc�.s, «rte CONTRACTORS LICENSE y0o.VI J., r 4 )Q��3 WAINS �j NUMBER: la( L I IV 1-1 ,�1.9�'��c�1� NUMBER 6 3/'�9 -tcwl ARCHITECT/ENGINEER: l� LLA.,) D`�1�/a��`c� ��Q�S gMn�PHONE QS )"�"'�6_al�L.I FAX:(1,'�)�',��i�n/ MAILING ADDRESS: 1)-3(>640- INA i Vv C,P.i `7f t �t 3EmAIL W cl btNov.T i�1\i t oDws ,�,,�]d.�n Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New (I, Wood Existing: ❑ Sewer C Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System Repair Masonry SEP Permit# 't 6.\)'� LI LIte . Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: C Private well ❑ Two Party Type of Heat: Proposed: >le � In e4 k e ) -c - Total: 3 Name of System: ""'I».yrtn- If this is a Commercial Project you must answer the followinq_ 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 Propane Tank and/or Appliance Installation permit,mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace .nsert rehtO i evotS telleP 1 knaT retaW toH 1 Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a 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 Office Use Only Amount Revision Main Floor Heated EH Bld App Review: lg40 2l5 it4.� I--61" I 2"0 Floor Heated Consistency Review: 2243' ' Other Heated Base fee: Mezzanine Additional Section: Heated Basement Plan Check fee: 1 l : (U. Unheated Basement State Surcharge fee: Other Unheated Pot Water Review fee: ) Garage/Carport SUBTOTAL C2 r. l5-624,66. 3k'Lis Decks 911/Rd Approach fee: Other TOTAL: $ 9- J (ft k 3 440 Receipt Number: 1 Ltg S 35--, Cash/Check Number: tUU 2 ESTIMATED COST(REQUIRED) Date: .Fair�Qq]�rket value of all labor and materials foundation to finish 1-47 / LI.t 6 D , O Q Initials: `IP1/1"g013 3t 07/24/2013 • • $ox &) ( (-('� ( 2 ( . 4,1)`.. 06. JEFFERSON COUNTY tiDEPARTMENT OF COMMUNITY DEVELOPMENT — 2 Q V 621 Sheridan Street• Port Townsend •Washington 9816 L� 1 360/379-4450. 360/379-4451 Fax 9 p$ www.co.jefferson.wa.us/commdevelopment S$INC; \11 a r: 8 2014 Master Permit Application _____j` Project Description(include separate sheets as necessary): �ssary): 4 U EFFE�SUIv L0,Nle P' L�_""� " �i/e'vri ( 'ivsre°uc/ He m t ✓ ,,-(-11--c C2 ��1 �-•C Tax Parcel Property Number: "fr 7q79;00/e/ Size: / y Z Z- / (acres/square feet) Site Address and/or Directions to Property: 0.2/ lrga,vl/iEui 2)j?,ve '27 AlA IOck 1.+/./9 • ,9339 Property Owner(s)of Record: i 0 Ped ._77:.v C " i Ke ' Telephone: 36.) 7 9(. y0/S- Fax: email: Mailing Address: O. ,80x .22 BR/NA/0/y [,c/,a 983.2 a Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies kfBuilding ❑Variance(Minor,Major or Reasonable Economic Use) ❑ Demolition Permit ❑Conditional Use[C(a),C(d),or C]** 181 Single Family ®Garage CAttachedt Detached ❑Discretionary'D"or Unnamed Use Classification ❑ Manufactured Home ❑ Modular ❑Special Use(Essential Public Facilities)** ❑ Commercial* ❑Boundary Line Adjustment ❑ Change of Use ❑Short Plat** Cl Address ❑Road Approach ❑Binding Site Plan** ❑Home Business ❑Cottagelndustry ❑Long Plat** ❑Propane ❑Planned Rural Residential Development(PRRDyAmendments*" ❑Sign ❑Plat Vacation/Alteration*" ❑Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions** ❑Stormwater Management 0 Shoreline Management Substantial Development** ❑Site Plan Approval Advance Determination(SPAAD)• ❑Shoreline Management Variance ❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment El Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request *May require a Pre-Application Conference *'Requires a Pre-Application Conference Please identify 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 it's 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 attorneys 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 later in ons. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the aper at h r s nts ' r notice. Signature: Date: ,? - / 7- / c/ 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 iif,,,yo,tJ a in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-tran e sp 'sibility ark and complying with the ESA. The Applicant has read this disclaimer' ` and signs and dates it below. Si nature: li Date: K— / u p • Simple Heating System Size: Washingtol State This heating system sizing calculator is based on the P•escriptive Reauirements of the 2012 Washington State Enemy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating bads 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 Bob Baker HiLine Homes XXXX Villas by the Sea 253-840-1849 Port Hadlock WA Jefferson Co 7X#907900101 Heating System Type: 0 All Other Systems 0 Neat Pump To see detailed instructions for each section,place our cursor on the word"Instructions". I Design Temperature Instructions Port Townsend �� Design Temperature Difference(AT) 45 4T=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Are (sq ft) 1,940 Average Ceiling Height ' Conditioned Volume Instructions Average Ceiling Height(ft) 8.0 15,520 Glazing and Doors U-Factor X Area = UA Instructions 0.30 233 69.90 Skylights U-Factor X Area = UA Instructions 0.50 --- Insulation Attic _ _ U-Factor X Are. — Instructions R-49 0.026 1,9111 5 0 M E Single Rafter or Joist Vaulted Ceilin. U-Factor Are: IY UA instruction' SelectR-Vake i9., No selection _'r -- APR 8 2014. Above Grade Walls(SIM Flaunts U-Factor Are]I' UA Instructions R21Ir10ern1etllete 0.056 1.30. 72.97 JEFFERSON COUNTY U-Factor Area nFP7 OFNDMMUNITY DEVELOPMENT Floors^tions ........ IR-3o 0.029 1.940 •. • Below Grade Walls Isee F,ou,e n U-Factor Area UA Instructions No selection Select R-vane --- Slab Below Grade is.,na,rr n F-Factor Length UA Instructions No selection Seiec'.CD4e non ng w 1 '-' Slab on Grade(see F;u„re 11 f� F-Factor Len UA Instructions Select R-Value No selection --- Location of Ducts Instruction- Duct Leakage Coefficient Unconditioned Space tirl 1.10 Sum of UA 249.57 Envelope Heat Load 11,231 Btu/Hour Figure 1. Sum of UA XAT _ Air Leakage Heat Load 7,543 Btu/Hour VoiemeX 0.6 XCaX.018 Above Grade Building Design Heat Load 18,773 Btu/Hour Al,Leakage+Envelope Heal Loss Building and Duct Heat Load 20,651 Btu/Hour Ducts In unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 25,813 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Ar Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) IL Prescriptive Energy Code Come for Climate Zones 6, 5 and Marine 0 -Project Information Contact Information Bob Baker HiLine Homes XXXX Villas by the Sea 253-840-1849 Port Hadlock WA Jefferson Co TX#907900101 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date Climate Zone 5 & Marine 4 6 R-Valuea U-Factors R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 n/a 0.30 Skylight U-Factor n/a 0.50 n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a n/a n/a Ceiling 49' 0.026 49 0.026 Wood Frame Wall9k•l 21 int 0.056 21+5ci 0.044 Mass Wall R-Value' 21/21h 0.056 21+5h 0.044 Floor 309 0.029 309 0.029 Below Grade Waif* 10/15/21 int+ TB 0.042 10/15/21 int+TB 0.042 Slabd R-Value& Depth 10, 2 ft n/a 10, 4 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: D. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 02.Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. 03. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 ❑ 1b Efficient Building Envelope lb 1.0 ❑ 1c Efficient Building Envelope lc 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 3c High Efficiency HVAC 3c 2.0 2 1.0 111 3d High Efficiency HVAC 3d 1.0 El 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 ❑, 0.5 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/12012%20Res%20Energy.pdf Table R402.1.1 Footnotes • 'For SI: I foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. ` "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. • Ank Glazing Schedule Project Information Contact Information Bob Baker HiLine Homes XXXX Villas by the Sea 253-840-1849 Port Hadlock WA Jefferson Co TX#907900101 R402.3.3 Exception(15 sq.ft. max.) Vertical Glazing(Windows and glazed doors) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet froh Feet Groh Area UA F Door 0.00 1 3 6 8 20.0 0.00 BR#3 0.30 1 6 5 30.0 9.00 BR#2 0.30 1 4 4 16.0 4.80 Dining 0.30 1 5 4 20.0 6.00 Back Door 0.001 2 6 e 17.8 0.00 KIT 0.30 1 4 3 6 14.0 4.20 MBR SGD 0.30 1 6 6 1° 41.0 12.30 Mbath 0.30 1 4 4 16.0 4.80 Gar Door 0.00 1 2 6 8 17.8 0.00 Grt Rm 0.30 1 6 5 30.0 9.00 FX by Fr Door 0.30 2 1 5 10.0 3.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Area and UA 232.6 53.10 Area Weighted U=UA/Area 0.23 • H- ISE BUILDING PERMIT INFORMATION o M e s PLAN# 1940 CREATIVE DESIGN BUILDERS DBA: HiLINE HOMES 11306 62ND AVE E PUYALLUP, WA 98373 (253) 840-1849 HILINH*983BD LICENSE EXPIRATION 11/08/2015 Lnl 850, 879-01 Exp 11/08/2015 UBI#601-584-067 This will be a New Single Family Residence(SFR) Type of work:NEW HOME CONSTRUCTION-WOOD FRAME NEW HOME AREA SUMMARY: MAIN/1ST 1940 #of stories 1 SINKS 4 SECOND 0 Bedrooms 3 TOILETS 2 TOTAL 1940 Bathrooms 2 TUBS 1 GARAGE(attached) 528 Porch 48 SHOWERS 2 ELECTRICAL EVERGREEN STATE Sumner, WA (253-770-0656) EVERGSE0661A(4-01-2014) STANDARD Kw range 7.5 Kw HOUSE FAN BRAND: BROAN dryer 5.0 Kw HOUSE: QTRE110 CFM:110 w/h 4.0 Kw BATH: 162 CFM:70 HVAC CHEHALIS SHEET METAL Chehalis, WA(360-352-1996) CHEHASM252MH (9-24-2013) Electric Heat Pump System PLUMBING KITSAP PLUMBERS GROUP Bremerton, WA (360-373-2859) KITSAPG009CM (3-11-2015) INSULATION UNDERFLOOR: R30 ATTIC: R49 EXTERIOR WALLS: R23 WINDOW U-VALUE: .30 JURISDICTIONAL INFORMATION JEFFERSON COUNTY: 621 SHERIDAN STREET PORT TOWNSEND, WA 98368 (360) 379-4450 BUILDING PERMIT REQUIREMENTS: http.//www.co.lefferson.wa.us/commdevelopment • • Department of Labor and Industries HI-LINE HOMES PO Box 44450 Olympia, WA 98504-4450 Reg: CC HILINH*983BD UBI:601-584-067 Registered as provided by Law as: Construction Contractor (CC01)-GENERAL HI-LINE HOMES Effective Date: 1/4/2002 11306 62ND AVE E Expiration Date: 11/8/2015 PUYALLUP WA 98373 d ('g-Iraw 0 Sr i c ,-; ��a �, - 1 14—az l I II r I '--C.:7-1-I'_ I i I I I tu-- i_ t , _:__Jj • _ ,• , , ,j c J i,."r[ r. to I'7- - :' `-CJrivu 'I 'D [ [N erre_ .. , 0, i' i`ii1illIIIIIIIIMf 5 t { i��` 1 ; . . _. Q2.; l _t` _ F3� ` �1 I prcv,o I el • , I i Ii r 6.1 `�^, 't^o9 . ; D, ,1 r J a- 1 I , c6 I I , .g /' ,.T. I . n�',• I .� 1 �,r, • Ism ' f . 11.i . (-1: 1• _■■■■�M'._ - � 6 .•p .. tAUUI imomlG1.m IrU ■■ • _ : �� IA? ' ,' -•.� 11„"! 1� � `f `_III . ..' j I I I ccc..\.. \jv . , II Ccs i, v , E, iS,t, i> y. `fob er\ 4r- _n'r . " -: cY <: . ..? REVISED date:_._...._.. '. `-.0 '. �, ,` L t E • . U111ab7 �h�S '• - Pv\ase , a crvihv of. • •. f4 '1a -\ock, Wcl. a 8339 Site r\aa IIHIIHHIIIHIIIIHIIELIIHIUIII '� ■■■■■■■■■■■i�■■■■■■■ ■■■■11 ■ ■■►!l' IL'!■M 1 l w i r ■■■■■■■■■■■u�■■■■■■■ ■■■■niuin■■�i ■■■■■iii■ I s IIIIIIHIIIIIHiIu!i!i !!ui !!1IiIImullimmimmummilmmoria , .11111111111 Il1110.. Ori. - .,..i ll'i'i,i'f'; 7 , , , 1 1 - INV praintielmors,,,,t_ 1 1 lIHOiIi,iIIiILIi1iiiiILJ!IIIi� Mil : 44 t31' v '1 i lel 1 111111111111111 ER ' tIIiaII • 1 Lr ■■ ■ ■ ■1IIImiqIiIoIiiIii!I1flha.■Ict9' -900- k01 LA S;Ze r uilliiiiiiiiiiiiiuiv abot !� iI O�nwvleis AiESs Pc 30-F 2- 9- Z3vr,vlooH wa cii3 c. /3&o-'7q 6 - 4015- r - • •p Front Parcel Review 4 BLD '`/' /a( Parcel 997900101 S'Ei 1 !y - 3.e Printed: April 8, 2014 ROBERT A BAKER Site Address: JANICE M BAKER 1 21 GRANDVIEW DR PO BOX 22 BRINNON, WA 983200022 PORT HADLOCK WA, 98339 Parcel Number: 997900101 S-T-R: 1-29N-01W Total Acreage 0 Legal Description VILLAS BY THE SEA PHASE II Land Use: 9100 Flood District: Fire District: 1 Planning Area: 4 Flood Map (FIRM)Panel No: School District 49 Zoning: COMP PLAN /� DESIGNATION: rk` le--l•s CMUNITY PLAN: UGA: UGA Trans [ Plot plan states "property line" [ ] Assessor's Map (Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ t,]/ Legal Access to Property 6S O [ ] Parcel Tags or Scanned Documents YES ( [ ] ESA's: Special Reports Nearby YE e[ ] Designated Ag YES O _ [ ]/ Shoreline Designation: YES `� 0 I� ,�.. ,�,, [ 0Shoreline Slope Stability: YES NO C � Stream Type:YES1 FWHCA: YES %!- U l'! Wetlands: YES op Rare Plants:YES Seismic: YES N�e Landslide: YEs ��L•' Flood: YES S Erosion: YES e Aquifer Recharge Area:YES NO SIPZ: none At Risk High RiskadP CMZ: on- High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES l Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES 0 [ ] Agricultural Lands: YES 00 - [ ] /Archaeology: YES NO 11 ear 52e .7 D0-1-1-P -c- cu✓ n1 [ o Shooting Zone: Es No [ Stormwater: New Impervious Surface 1 30::, Land Disturbing Activity 3 2 Zo ESA's fStormwater Req's:Min Req#2 (—M.-in Reqthru#5_ 7 Min Req#1 thru#10 Engineering [ �`'I/ Notice Provisions/Disclosure: • ort YES 0 MRL yus 0 Forest Lands YES 0 [ t,]�Landscaping Required: Yes [ t,] Parking Spaces Re. • ed No 2 Other I Building Height:. UBC Standard '2 t (v .l v' . It Gpe� � A- P 01411 --P1 ISIF5u c e) cecmded • 3'9'6 c r [ ] Impervious Surface covers rcent • Resource Lands&Public: 10% Rual Residential: 25V Rural IndustOPer 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:subject to septic&water constraints/None specified • [ ] Setbacks: Front: 217 Left Side: 5 Right Side: 5 Rear: S Shoreline Setback: LSHA Setback: [ ] Road Classification: Pnt/AtC Road Approach: EXISTING NOT RE�RAP [ ] SEPA Required: YES XEMPT) [ ] Flood Certificate: [ ] Existing Case(s)&Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: )C1,6��5( AFN {0'7�/fig!' Over 5yrs=UDC Plat Conditions: 1f(t�Qii j FJ I SQ <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of estrictive Covenant YES O, .ubmitted: YES NO C [ ] UGA No Protest Agreement YE O, submitted: Y NO [ ] Site Visit conducted YES [ ] Require Final Zoning Approval YES 1� [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YESt No parcel tags found for parcel Cases Associated with APN 997900101 Cases Name Review Type Status Planner ADR13-00054 MARSH ANDERSEN LLC F Application Received: 11/5/2013 Permit Issued/Case closed: Case Finaled: 12/9/2013 NEW ADDRESS REQUES I Uhl- OF GRANDVIEW DR BLD14-00121 BAKER P Application Received: 4/8/2014 Permit Issued/Case closed: Case Finaled: NSFR w/attached garaget, no plumb \\tidemark\data\forms\R Parcel CRMLA.rpt 4/8/2 14 Page 2 of 2 Map Output • 111 Page 1 of 1 ArcIMS HTML Viewer Map / \ r� t I7'we '77 e f S secew°t �..` co o 4 Legend > Selected Features rr LO JC Roads • U Parcels-H Contours t 10 Foot Contour 50 Fold Contour K _. ' k T m, n CO s l �� 1 , FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Apr 08 14:33:59 2014 http://gis server/servlet/com.esri.esrimap.Esrimap?ServiceN ame=ovmap&C liens V ersion=4.0&Form=True... 4/8/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 99 IWCO29r ::: 91W.lOrl' .„m.- 99/900024 .""/. .t . 1( -..--___ : _, /9W./25 wcci 99/9(xma eto'l .04 9911DIX,:.1 ' I 9 9190(X;Cii, 01 \ se° Svii9W005 10*111. 'lie,'tit.).:'Xi 1?Olt SWAM)"0 99/WM' 91 tie.X.,,X.1 Yi' . ''2 , . 15 1:1, Legend - Selected Features 71 c JC_Roads V4/90000 LI Parcels-H Ye:19:-::•..:''.:., IF W.Pew.Y.X.0' 997g00',01 Shoreline Slope Stability usr. 7 Inlermed 6.11c U n stable 'irl..t'aaie" Ell Unstable Recent LancIstsle in'Lt/X)20. t.13'd,X•z" 7 Unstable Old Landslete S'.!'2,X,2.:: 171 cr eiy.:M2 CO j -"t cs CO Il _ III 4 ic Si'l'lt,Xi CI' 93C2C- \\ 01. .94:0208 %ILI,l cr.d!.....1-re...r.!-- .1 I:1,.r..1 Le;:estra SC,OCCS CA.':9.31 goo r.:-.5: 0 MIIMIONMINI'3111 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracyl of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Apr 08 14:35:17 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceNarne=ovmap&ClientVersion=4.08cForrn=True... 4/8/2014 Map Output . Page 1 of 1 ArcIMS HTML Viewer Map i c 1. 4 l�1 Legend q 0 Selected Features I JC—Roads Parcels-H U L No Shooting Zones Chimacum-Hadlock n e nn non n Brinson Buck Porn 1 f Brinson Cympn:Canal Trans n0rm non Traon Cow ,..,.:.... .. f'P..._. . I f C 1 imxum CrOOK -. Kala Paint Pan Ludlow J.. _ r7 Sault]Cape Pcnmsula 3 Paradme02y \ .'lwmacum Hadlock n• FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Apr 08 14:35:59 2014 http://gisserver/servlet/com.e sri.e srimap.Esrimap?ServiceName=ovmap&Client V ersion=4.0&Form=True... 4/8/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 997900022 997900320 997900321 997900321---•997900317 , • 997303024 ' A if 997903025Li cA 997900008 1 1 8,..praWC , 99t906009 ) , ' '-•,, I . VA . . 99/900007 99/S{XXX•5 alirlt 1 . . 997900100 d e . , 997900005 104$‘ 9979001f I. Pet 997900010 III 9979000117 f 997200004 997900012 ! i ._.,,, "1014001 1 901014004 901014007 1 097030003 Legend 901014008 99.'9000'3 i Selected Features [-- 997903002 '2.9'gCC" ,/ I i JC_Roads t-- _ W/900100 , r Parcels-H l997900 -997900101 , s i PZ ' 1-- , 997930100 907080018 I 1 I At Rrst StPZ AIM -- I A • II op 12 mit SIPZ ----1 1 II- I --- C r.ar.1 i SiPZ 931800211 931800201 231800101 931800108 1 931800211 ,V. 93113003,-.:' I 931800301 S.13'84.-•"10 C —1 --901121007 rLE ',:•:!,"..4.:.:2.:4 931800107 i-____ r iI ______. 9380.7209 6' .0 931 __ f l' 931800208 901121003 931800104 931800106 , 1 93180020.4 14212i wooled y Jeiersan Canty Cerera S -., 33 Grq3 i sow 05 0Y 13M FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Apr 08 14:36:53 2014 _I 1 , http://gisserver/servlet/com.esri.esrimap.Esri,1 ap?ServiceName=ovmap&ChentVersion=4.0&Form=True... 4/8/2014 Map Output • • Page 1 of 2 --.'— ct2c., 1--- / 1., V _ 19Y1320_:.:..y..,i 991 ArcIMS HTML Viewer Map .., ,y.,..,.,:•.:„:.:z1 99,9.X..,..,e' ,,si/903.„' ' 99,9,Ya‘2 ,1 '?419X,2.2b otet ct `:•:',1,920'....3e,,,:.:....,,, c..-642144 99 o 920X,o A04414eo R 90 93'9'4,2•3' 92'a' I..:-i .:3.,./..S'...k.2 6 _•1•..-%.•ei 99,92,202 3 ;2 40,:ti, r ,g.tatiA v <,......:- 1.....J 93 1V2323" ' 93. :':''II. :al'KoD' •8 9 3"8/.....e CC a-. n; T1 CO ({: 4L 93't!1:293,a,9 C.a. L., I li .4 73 92'WO2'.:•:O ,,Y- 93'V.Y.)•..:,1 93'8,2,a2.34 I J cr.acm a.,Jere.,AII I:,1.1 ra.Ce.r.a.2..•.cat.GI.'93.8(y),cjy I'.!INd1111'3'11 http://gisserver/servlet/com.esri.esrimap.Esnmap?ServiceNarne=ovmap&ClientVersion=4.0&Fortn=True... 4/8/2014 Map Output • • Page 2 of 2 Legend 0 Selected Features JC_Roads i,,, Parcels-H County Zoning MPR•SF Tracts Rural Resrsenlal 1:5 Rural Reeee ttal 1:10 Rural Ratsidndal 1:20 ® MPR-Sing le Family ■ MPR,Muhdamrty M PR Resort Comptes Parks and Recreation ■ MPR.Ouen Soace miRural Forest ■ Commercial Forest In healing Forest rloary industrial Airport LPF ■ MPR.Vubge Center ■ AP I:20 ■ Rural Village Connor ■ Resource Based Ind. Light Industrial MPR Recreation Waste Mgrm CPF LIM LLC Crossroads-GC ■ Crossroads-CC ■ Crosroads NC ■ AL 1:20 UGA-Urban Canna cal UGA-Urban Light lndustnal UGA-MDR UGA-HOR UGA-Pubic UGA-LDR UGA-Vtsdor Oriented Commerce; MPR•BRN Brannon C F.8o'M R LO Commercr.a in-o Mineral Resource Orer::i. FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracyof the data contained herein and makes no warranty with respect to its correctness or validity. Data contaned in this map is limited by the method and accuracy of its collection. Tue Apr 08 14:37:25 2014 http://gisserver/servletJcom.esri.esrimap.Esr'imap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 4/8/2014 Wei ✓7(OH,yy I A"N'5 +..• • . , �PI� t/04�� I L . n....P . ..•. VILLAS BY THE SEA - PHASE 1 IN SECTION 1, TOWNSHIP 29 NORTH, RANGE 7 WEST, W.M. - JEFFERSON COUNTY, WASHINGTON • P 6E N6fb k E 18 $ ( BPST56c ��$ �i N0 TE 19 -- f/ 016 AC. h SNSti}'9 _ o W. VI • Hwy P� 1 N657�A� �1 2i .`�// 4 "9 B Mk111" , 6I2 �� 'FAg41E SEE NotE I ..i 'b•- ! W LEGEND' Rte- ATT N 1� f O24 AC. / 1,1 50' 25 0 50 1A.TSE 7 1.. ....0 ��l ,.,, 20 l 7," L..e 0 SETCMMAARKRED CLARK r22.r. SCALE IN FEET 066 60' 4 '� i F. 21 -'° / ,,. S 2 0 SEr 5/e'R£-&W WITHOUT CAP. 27‘ I.,-• yY NOTE M(1 .... I31 0.23 AC. ! ,�,Q, 1 DENOTES EASEMENT FOR N65O96t' aSEE I/- £ 22 N C29 -,C__�A � .` y I .INGRESS, EGRESS AND UTILITIES A i$ 0.23 AC. `Tq ;0T• VV o fd `• I. TESTGENERAL unutt 24 a 23 6 l 0.20 IC i ZMiO' ice' 020 AC 'uo .-EL. ,'1 J DENOTES OPEN SPACE. L `� t1• 1• ' 197' " 0.20 AC. Q, L6 `Pc, B1' 6366 Z 14 DENOTES INGRESS.EXISTINGEASEMENT ANO ' b 6 Y LS 1"W 11t I I UTILITIES PURPOSES. n' ( L4 363656i3Ao 6A O N ZS /i• 'R in, DENOTES 50'SHORELINE u 0.21 AC. SETBACK LINE FROM TOP O OF BLUFF. SEE RESTRICTIONS 1 - 5.587 ^ T8' �' IMPOSED BY JEFFERSON At., 0.23 AC. �, O >< 0.18 AG. @ COUNTY ON SHEET 4 OF 5. J i�WIN, V.3 I- °- `5-‘ O . 0.16 AC. N so1' a NOTES' 41 - '� 6 A (� ry f. 7N15 SURVEY WAS PERFORMED BY 4 M1. cc-, f- 0.19 AC. 64.17 FIELD TIMVERSE METN005 USING A w ♦ �R ../• 5 SECOND TOPCON GTS-3C TOTAL t�, ,.1 'En. ', o, 54 j 3• W C. - STATIN AND STEEL TAPE •py' h' O ' ss. so 07543'3, 6p41 ;9'P. 2. FOR SECTION SUBOMSION DATA SEE N 1] VOL. 10 OF SURVEYS. PAGE 96. Gf 021 AC. -f,4, O ^'o, 78,51' K 207 RECORDS OF JEFFERSON COUNTY, 1 ,,,,��ppp 11 3, WASHINGTON. • S1-,*40.5.-i.;,- CAS / ,dam W 0 m !/ ' 0101 AC.0 v ' J. SEE SHEETS 2 AND 3 FOR _ l ,`T"n L26 iO" 0.f8 AO E T 3 - EASEMENT DIMENSIONS AND LINE W I /ZJ'T�, U1.40'17e o G y{EEf o AND CURVE TABLES. h :7.1i -. . � 1 2 ,744,. SEE N! NBJ4 Z'9 - .1 5, ^ 4. SEE SHEETS 2 ANO 3 FOR SETBACK 4 _ ' 228 DIMENSIONS h 0' O ('p *')?e-A, �� .N.+ F •6- 84.31' 5. THIS PARCEL MAY BE SUBJECT TO a f8 AC. �` 'S 3 0.22 AG 13� .1 ' AN EASEMENT FOR UNDERGROUND g -' .M I ELECTRIC SERVICE LOCATION OF N87-11'60-4 109,81'I 7_ �-1... _--_ ' WHICH IS INDETERMINATE. AFI 264297 N N8T1 P50'W 13609' I T DATED 3\12\80, SPECTRES LA` -.- __. - 1. FOR LOCATION AS NOW STN(ED Y 3 OR CONSTRUCTED... M N n1 OI 13 pn �1 018 AC.L20 w 0.17 AC. bh '� v 1,..,. _ N8T11'30'W 123,66 { •^N87'11'Sp'W 10742 '5 PRIVATE ROAD MAINTENANCE 1(i `�+ M 1 4 `''. ( • AGREEMENT INCLUDED IN COVENANTS. . •.I . I O L21 ��' / SEE AUDITORSR iWPi J/,,. E �v h n O.IS AC. ' ry. NI 0./S AC. I y °j u NBT11'S0'W 101.66'h L• FOUND 3/4'IRON PIPE 4111 I NBT I i'S0'W 110.47'1 SSI‘. {W/WOOD PWC AND TACK EASEMENT�I - F°'O81T"E(R) �r3Y .` pp�' w 1' BELOW GROUND 3 - Y w ,1 b� h:� O 1S Oz3A6• . e 1 ti " < 0,IB AC. inN $8T11'50 f 005.96'.C, R 6. ro m I �Y �S $ CALCULATED POSITION OF C • `7,aF'Pt wwQlN ..11b A 4'24'CONCRETE MONUMENT • NBT II'SO'W BBOT `t1 ry�7' C23.'`-J f W Y" PER VOLUME 10 OF SURVEYS. J2 ,,rx PE -71 PAGES 96-97. / 16 Ae '6‘"S''''''.! SBSfL 'E f` , !!e `• ,. ' „ .. ,, h4' ID'PER AF(339852 1 ISJ 16' S9711'..0-E- -"w,i 20 56 ' r' S87I P30-E N8713'13"W 1 6 FOAOS 441.11' L _A�. o ALCOHOL LOOP ROAD 10' WOE POWER EASEMENT 7 - 394.29' - U16.80''12 7 "�I ti •� SEE PAGE 2. sJ W 1 0DITI0N TO SHEET 1 OF 5 2 ME r'.�4, us.s..A. ME •� r . i Ixm b.-... !AK 03-5110 FINAL CM(CK' NAC ®. [pAIENf. •I Y•i. OFFICE 301 IS?,. POI WNCHECK. SVG I(29N-1A10DRA - `"�a.�w•n 6L66 012912-AAC01.10L-41c0_11os-971196 PAN NOLO CRPABAAMON . PAWL wPPIANA ramp w wow.mud AA VIT,T,AS BY THE SEA - PHASE 1 IN SECTION 1, TOWNSHIP 29 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON . N Np iN C),„="2-)L.'"‘;•,,` B A6 o� NSE . \ (JO POR'( �� \ 2 ,.._,_,0,.. \:-..'' ,,_.......,....__, \ : Zo �\ 21 `\ 'yy'y" \\\ A!776.15� �j.. \ 5 ".X \ O' \\ O //'y-i \\ 4^171 0/ �r�0 5 L40 so 21 r5 'o 23 \ �0„, .,\ \\ �'7 Cr.// C.)17 SCALE IN FEE, O y56- , - _ 24 .� D�X L5) vy v - - csi.� \ 50i \ - ‘\ Al".‘''': i \\ \\ - \ T 0k° :, 55T"�BI"k----- 1 FJ i V A�"��_ �� ICA. • �\ ,e y A of \ \ LEGEND O - 1'' , DENOTES EASEMENT FOR 4 - J ` .o \ }I INGRESS EGRESS AND UTILITIES. h• G / \ '\ �'^ I DENOTES GENERAL UTILITY 15, N._'/; / 11 \ 1� (r / /I 12 \ i I I DENOTES OPEN SPACE. O \ I DENOTES ID'WIDE STORMWATER {.; r ! 565 r;50'E ISJ.p1 \ 14 17 n DRAINAGE AND ROADWAY MAINTENANCE , J - , I 1- EASEMENT. --__.. _"_._� l�r _.-_. ____DENOTES 50'SHORELINE I NBrl1'50'w I,H.19' W SETBACK LINE FROM TOP N OF BLUFF. SEE RESTRICTIONS O IMPOSED BY JEFFERSON 1 \\ 1 3 1 W COUNTY ON SHEET 5 OF 5. \ 1 kS ."‘A' 4 _ O a 1 90'OO•oO• I m I L h IS' L-. a L55 L . 7.85' p I, - .._ _._._. 1 J ,00,,„,7„s„„7..<$.4.:;,,,,, I / ' -��CjL /1 v31 i LP yI I a A S871130- DI' 8156 �p5 l 'J m 011A- :z4.. 86.13' N:/( 1•t M,,,, .M...N..e 11a ?-1 S IO WIDE POWER EASEMENT . n/ ^i ,.y 4.4=16'_ SHEET 2 OF 5 o 9.x99 s.ow..0. 90x1 mu CHEOl. Ont X LAND SURYEIING v 003.s,o an,0ILG<: DAP CO49NL11N0 - 0.81ee,-11e, . 1(29N-1W) DRAWN 9r95< 1.�+rw.•.� SW011912-ALC0IN-ALCO.A05-071196 �� MlW1 O/"I62'i a`i LE.NURRE M LP Vs. p41 A1R.GL,ON. MN 1401.11CLMORLM41 , WAHL Ca RAH 16Y0WKMM . .n4 CY,tlM. n.i YU ROCOCO.4 <�. RP*..Ra.0,." . VILLAS BY THE SEA - PHASE 1 IN SECTION 1,' TOWNSHIP 29 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY,- .WASHINGTON LINE TABLE CURVE TABLE LINE I DIRECTION DISTANCE CURVE I RADIUS ) LENORI ) DELTA LI N673628'L .37.46' CI 20.00' 34.28' 98'11'42' 12 52225'59'E 20.00' 02 20.00' 28.56' 87'48'76" L3 N6734'01"F 47.01' CO 85.00' 19.93' 1326'0 14 NJ027'41 W' 2.77' C4 20.00' 22.10' 65'0175' L5 N5922'19'E10.0 _ 0' C5 137,00' 3787' 15'50'22" L6 N5722'19.7-- 7000' C6 73700' 1816' 11'46'32' L7 53037'4I"E 70.81' 07 20.00' 2703' 7726'51" LB 52345'16'E 16.69' 08 20.00' 34.51' 985771" • 79 566'14'44"W 10.00' C9 17700' 53.57' 26'1.356" (10 56514'44-E 70.00' 010 20.00' 30.72' 8817'04" LI7 N23'45'16'27 • 700' CII 85,00' 52.16' 35'09'29" (12 N5723'721 1988' C12 65.00' - 211.19' 18809'35" L13 N5723'12E 56.73' __ C13 13700' 56.28' 2332'13" L14 71855736"E 48.57' C74 13700' 1130' 04'4390` 7.15 551'43.32'W 28.01' C1 137.00' 95.88' 79'77'20" • L16 N892699"W • 12.82' C16 _._137.00' 53.88' 222705" L18 56734'01"W I4.90' C I 7 11700' 3059' 174728" 7.19 5774325'W_ - 7375 CIB 14000' 46.42' 7559'51" ---- 02- 50903'02 E 42.41' CI9 140.00' 50.33' 20'35'50' 0 L21 5773202'S' 12.67' 020 13700' ___,604' 0321'58" L22 S30'32'40E _ 25.04' C21 13700' 46.11' 1916'2 _-- L23 53832'40'W 25.04' C23 11700' 44.36' 21'43'1 1.24 509'0.307E 27.92' C23 16000' 13.68' 041.351- 125 _557.343'.17343'2 W m..1_2.516' 024 16000' 58.54' 20'5.350" __L26 5"E 09' 025 ., 160.00' 3635' 1344'00" L28 N854 7.09'E - 4165' 026 117.00' 16.45' 1757'08" L295703710 W 25.0425.042l 1200' 14259' 6948'31" (30 L30 509'0307E 55.08'' 028 85.00' 7402' 0927'09" L31 539'12'53W 53.78' 029 85.00' - 1499' 1306'14' 132 501'01'58'E 25.26' CJO 727.00' 109.30' 171424' L33 N73'40''7 W 108.31' C31 750.00' 103.66' 3935'41' L34 16740'23'E 36.07' 032 127.00' 186.90' 874627- L35 57340'59"W 103.39' __ CJJ 75.00' 46.20' 331722` 36 58347'09 W 1759' 034 75.00' 746,59' 111'59'01' ( L37 50700'08 E 30.14' C35 75.00' 50.90' 385307 L38 51315'16£ 16.53' 036 127.00' 90.74' 4856'!0' L39 N6734'01'E 5.69' 037 127.00' 11834' 5334'05" 740 N57'17' 7 4"W 8.00' 038 77.00' 31.95' 14'24'46' 741 58711'50"E 44.23' 039 111.00' 79.36' 3851'51' L42 56734'01°W 79.62' C40 20.00' 30.17' 8627'04' L43 55723'77w 25.95' 041 85.00' 11.01' 0725'13" L44 537332'36'48"E 15.20' 042 93.00' 31.46' 191324' L45 54759'41 E 24.90' 043 I17.00' 29.43 1414'46' L46 565'24.05"W 11.17' 747 196732'19'E 38.55' (48 553'37.52'W 28.90' (49 95337'52"W 7.78' ___L50 561'12'10.W 49.39' L57 545'00'58 W 9.68' L52 546'04'52"W 37.94' L53 560'16'08'W 34.50' L54 561716'08"W 1702' L55 561341347"W 58.65' L56 56848'47'W 7704' 7.57 S6848'47W 5.71' _ L58 5712429"W 36.01' . L59 564'53'51 W 28.93' ' L60 564'5311"W _ 50.75' L6? 56526'42 N20.84' 162 S6320'14'4-- _ 19.72' _ L63 515'09'44'W 66.41' L64 532'39'11"W - 40.70' _ 7.65 57804'44'W 72.45' ISOT]CE TO PO TEN PAL PURCHASERS' (CONT 9ED FROM PROJECT LOCATION �,) SHEET6 THE VILLAS or NIC Sr.PHASE 1 PLAY Is APPROVED ` FOR A TOTAL BEDROOM COUNT FOR SEWER SYSTEM \`\`p PURPOSES OF FIFTY-SIX(56) BEDROOM. ALL LOTS SHALL BE RESTRICTED TO A MAXIMUM Or 140 ' 570R001.45, EXCEPTING THAT RCS/PORI PADLOCK, LLC SHALL HAW THE ABILITY TO ASSIGN API ADDINONAL SIX(6) BEDROOMS 70 ANY LOT OR LOTS FOR A PIAT TOTAL OF S !kit o ik\NO YORE THAN FIFTY-SIX 0 MAT BE AMENDED SHOULD ADDITIONAL SEMS PTICfFEASIBI� I BE WASHINGTON TO THE FAHIEFLOF THE STATE OF ! � a� 11 r- OF TOTHIS PLA DEPARTMENT SOT TA HEALTH,AND AN ADDENDUM TO THIS PLAT fTLEO, SO STATING _ , yi wow 7. NO BUILDING SHALL BE ALLOWED OVER THE EXISTING ORAINFIELD AREA UNLESS THE ORIINFIELO l5 ABANDONED AND THE FACILITY O ' IT SERVES IS CONNECTED ro A PUBLIC SEWER OR AN APPROVED 'N,,, ON-SITE SEWAGE SYSTEM IN A DIFFERENT LOCANON. 'T V D VICINITY MAP o NO 504(7 mr""1111111LAM�.N " - T49s/ 4 $ SHEET.3 OF 5 ..s°o A4 _ 1LLL*$'C 'C*1RII ,ss Vld7l�if 4.. ENGINEERING (ma)711-2101 X LMC SIRIEVCG TIL __ - I 000]]10 FINN.CHECK. KAC GEVEIORMEUT C NSUIRNO VPI'■Vai /KW 681-1157 MAHN BY,, 9W 1(29N-1W) t -- -.'1.iwanc'x."n SEAR 01]913-64[07107.-MX0_602-077190 • .__.. 3W3/Au/Y/ocn 0 NUMBER I I LP tiM p 43L NJfl8PAfMON . MM. W •MMnn+l er6- W/QPf1/WYN . NNW.CM 4A b: - - - - -- - - - - _ - -- - - - - mop., ...e-W VILLAS H Y THF,' SFA - PHASE 1 IN SECTION 1, TOWNSHIP 29 NORTH, RANGE I WEST, W.M. JEFFERSON COUNTY, WASHINGTON; fFSCRIPTLON: ACKNOWLEDGEMENT• THAT PORTION OF GOVERNMENT LOT J. SEC RON 1, TOWNSHIP 29 NORTH. RANGE I WEST, RN., DESCRIBED AS FOLLOWS. STATE Or WASHINGTON SS BEGINNING AT THE SOUTH 1/4 CORNER OF SAID SEC 1 I; COUNTY OF 1121bAligh. ) THENCE S'BT11'S0`E ALONG THE SOUTH LINE OF 5410 ELTION 1, 511.73 FEET, TO THE TRUE POINT OF BEGINNING OF THIS DESCRIBE, TRACT; THENCE THIS IS TO CERTIFY THAT ON THIS 24 DAY Or/y�C�`f, 19_56 BEFORE CONTINUING SBT01'50`E. ALONG SAID SOUTH LINE OF CTION I. 441.11 FEET; ME, THE UNDERSIGNED A NOTARY PUBLIC IN AND TUR THE STATE OF WASHINGTON, THENCE NOZ00'O6`E. 831.57 FEET, THENCE 118524.49 W, 12.82 FEET THENCE 55I'43'37W. 28.01 FEET; THENCE 56 i'29'10' 83.46 FEET. DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TO ME KNOWN TO BE THE INDIVIDUAL WHO EXECUTED THE FORE INCO INSTRUMENT AND THENCE 5562526W 73 BT FEET; THENCE S53'23'I7- 71.10 FEET.' ACKNOWLEDGED TO ME THAT SHE SIGNED THE SAME AS A MEMBER OF PORT FAOLOCK/ THENCE 56541'17W, 74.40 FEET; THENCE 565464t , 71.27 FEET, KS C., L.L.C. A LIMITED LIABILITY COMPANY AND ACKNOWLEDGED IT AS THE FREE AND THENCE 58614'1.T'W 73.60 FEET. THENCE 5650711` 79.97 FEET; VOLUNTARY ACT AND DEED OF SAID COMPANY FOR THE USES AND PURPOSES THEREIN THENCE THENCE 31.46 FEET, THENCE S1477%17" . 75.87 FM) MENTIONED. THENCE 56150'37E 109.79 FEET; THENCE 50329' , 7845 FEET; THENCE 50J45'S11W, 81.14 FEU THENCE 5061211': 73.21 FEET, THENCE SOF2755`W, 58.59 FEET; THENCE S06JJ'S5` , 77.53 FEU' L]�� THENCE 50748'10`W. 14.29 FEET TO THE TRUE POINT OF BEGINNING; WITNESS MY D AND I. & THE DAY AND YEAR FIRST ABOVE WRITTEN. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND URLIDES am.. PURPOSES, OVER AND ACROSS THE SOUTH 30_00 NOTARY UBL AND FOR Myf SrATC OF WASHINGTON OF THE ABOVE DESCRIBED TRACT -,' J RESIDI AT 8 SITUATE IN THE COUNTY OF JEFFERSON, STATE OF W -. INGTON. MY APPOINTMENT EXPIRES ...2 i•CO '•14}\E FgTy) • OFCLARATION' • PlLguc KNOW ALL PERSONS BY THESE PRESENTS TENT WE TH UNDERSIGNED OWNERS •'111 4 ry ,� OF INTEREST IN THE LAND HEREBY SUBDIVIDED, OF 0 ' OWN FREE WILL AND ACKNOWLFDGEMFNT• '�/;k:is, CONSENT HEREBY DECLARE THIS PLAT TO BE THE -•• IC REPRESENTATION OF THE SUBDIVISION MAGE HEREBY, AND DO HEREBY G' T TO THE LOT OWNERS STATE OF WASHINGTON THE RIGHT 70 USE THE EASEMENTS AND OPEN SPACE -FAS PORTRAYED HEREON ) SS FOR THE USES AND PURPOSES SHOWN COUNTY OF JEFFERSON THIS IS TO CERTIFY THAT ON THIS AL PORT INOIDVI'/k.5'.C,LLC ME, THE UNDERSIGNED,A NOTARY PUBLIC INANDAND THE STATE OF I WASHINGTON.O DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED JCWN CANNON TO ME • — KNOWN TO BE THE INOMDLNL 10540 EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME OAT HE SIGNED THE SAME AS A MEMBER OF PORT HADLOCK/ ASHOK K SHARMA VOA •RMA n K5.G.., L.L.L., A LIMITED LIABILITY COMPANY AND ACKNOWLEDGED IT AS THE FREE AND l/ VOLUNTARY ACT AND DEED OF 5410 COMPANY FOR THE USES AND PURPOSES THEREIN T ' .rK:.L MENTIONED. HN CANNON WALTER KJOR' K I(J� (� WITNESS MY'y'410 AND OF FAL THE DAY AND YEAR FIRST ABOVE WRITTEN VJONN HA 5 NNE HANSON 4.4.a. JI NOTARY LI IN AND FOR THE STATE OF WASHINGTON AU'KNOWLEDG£MEN1' RESIDING AT Ktil►114CI STATE OF WASHINGTON ) SS MY APPOINTMENT EXPIRES_0-11-00 f 1 0�S�E•FIAT COUNTY Or J 9ItSea ) ( TM,y THIS IS To CERTIFY THAT ON THIS ASO DAY OF O e� ID , BEFORE ACKNOWLEDGEMENT. , "� _X ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR HE STATE IF WASHINGTON, Irl ..-n-� DULY COMMISSIONED AND SWORN, PERSONALLY APPEAR£66 ASHOK K 5'FARLN TO ME STATE OF WASHINGTON ) TIO _WA511d KNOWN TO BE ME INDMDUAL WHO EXECUTED THE FOR GONG INSTRUMENT AND SS ACKNOWLEDGED TO ME THAT HE SIGNED THE SAME AS A.MEMBER OF PORT HADLOCK/ COUNTY OF JEFFERSON ) KS.C., L.L.C.,A LIMITED LABILITY COMPANY AND ACKNOWLEDGED IT AS THE FREE AND VOLUNTARY ACT'AND DEED OF SMD COMPANY FOR THE USES AND PURPOSES THEREIN I9 96, BEFORE MENTIONED. THIS IS 10 CERTIFY THAT ON THIS 21"Y DAY Or eW08.8k ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND,SWORN, PERSONALLY APPEARED WA%TER K,IORRSVIK. TO ME WITNESS MY HAND AND OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. KNOWN TO BE THE INOW7pp9L WHO EXECUTED THE FOREGOING INSTRUMENT AND �� / ACKNOWLEDGED TO ME THAT HE SIGNED THE SAME AS'A MEMBER OF PORT HAOLOCK/ — 11/VInnAAIA..----- 0NII1 tK.S.C., L.L.C., A LIMITED LIABILITY COMPANY AND ACKNOWLEDGED IT AS THE FREE AND f VOLUNTARY ACT AND DEED OF SAID COMPANY FOR THE USES AND PURPOSES THEREIN NOTARY PUBLIC IN ANO FOR THE STATE OF WASHING'( ,1L4t.i MENTIONED, Q RESIDING AT 1Y7.' O&WWL11L AWC AMY APPOINTMENT EXPIRES IOIWTlg9 E. rJ WITNESS MY HAND ANO OFFICL4 SEAL ME DAY ANO YEAR FIRST RRTFN. a wAM �_, 4. ..BB W J CHOW NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON �A •,.*0 .,•...,.,,.,........,..... RESIDING AT FY2`4 OW+INf a erT a -At) MY APPOINTMENT EXPIRES 10405IAEB • U 11A9 >1 * C, 3�AVA At,' V::".TPN h, _9Le SHEET OF 5 III cr�, ' EMI �• EM0 WRING LAND ,''.7;%,7_,,:7' FINAL CHECN. ,3 es3 012/191.1 BY MW 10 OEAf1DPYEHT IIIA '.veal e0� I' RY 0/2912-MCCNN.-ALCOJIDS-071196 I(29N-1W) , 1,,,p,•,.,,i 5E WEER •>.- ." I LJ UINGGM I I LP vol p441. MWt C L J4'CD .OSVIVN . MAECM M .w w .. denamo..mm era. 0,20000020040200 VILLAS BY THF: SAA - PHASE 1 IN SECTION 1, TOWNSHIP 29 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON NOTICE TO PO7FN77AL PURCHASERS: APPROVALS: I. NO LAND DISTURBING ACTIVITIES WILL BE ALLOWED WAT-RWARD OF THE SHORELINE SETBACK LINE SHOWN HEREON, APPROVED WITH RESPECT TO COMPLIANCE WITH ALL SUBDIVISION REQUIREMENTS OF THE JEFFERSON COUNTY SUBOMSION ORDINANCE AND ALL CONDITIONS 1. ALL APPLICATIONS FOR RESIDENTIAL BUILDING PERMITS SHALL INCLUDE OF FINAL PLAT APPROVAL. A SOIL EROSION AND STORM WATER MANAGEMENT PLAN WHICH MEETS .' THE REQUIREMENTS OF THE JEFFERSON COUNTY DEPARTMENT OF I j' 1 ! PUBLIC WORKS. .Cc,(LK.^Q..A•D ) "}I Cti U'I J. IN THE EVENT.ARCHAEOLOGICAL ITEMS ARE DISCOVERED THE PROPONENT, DIRECTOR, JEFFERSON COUNTY HEALTH DEPT.' I THE LAND OWNER. OR CONTRACTOR SHALL OBSERVE T PROTOCOL DEVELOPED ..---_ BY A PROFESSIONAL ARCHAEOLOGIST IN CONJUNCTION TN LOCAL NATIVE II-L S-9{ AMERICAN TRIBES AS FOLLOWS. DIRECTOR, J F ERSON ..OUNTY PUBLIC ORKS DEPT A. STOP WORK. DO NOT FURTHER DISTURB THE AR OR REMOVE ANY MATERIALS OW CoA*.W.P.. Lc�ry.,f>-$fl'A ICOM Pot go" THEREFROM ` NN P'YwAI.iIuTS, B. NOTIFY IMMEDIATELY THE DIRECTOR OF COMMON, DEVELOPMENT (260) 379-4450. DIRECTOR, COMMUNITY EYEIOPMENT DIRECTOR OF COMMUNITY DEVELOPMENT WILL IMMDAATELY NOTIFY THE STATE J OFFICE OF ARCHAEOLOGY AND HISTORIC PRESERVA ION(DAMP), (360) 753-5010. . C. PROTECT THE AREA FROM VANDALS AND COLLECT* S. D.p@jyN SERVICES OF A QUALIFIED ARCHAEOLOGIST TO EVALUATE THE SITE AND MAKE RECOMMENDATIONS FOR FURTHER WORK IN ' E AREA. E.if FURTHER£XECAVATION OR DISTURBANCE OF TM SITE 5 NECESSARY, OBTAIN THE APPROPRIATE PERMIT FROM_OMR, PROCEED 4 LY IN COMPLIANCE WITH THE ITEMS AND CONDITIONS OF SAID PERMIT APPRO-VE1-D1rB.Y THE✓EF SON COU TY BOARDOF COMMISSIONERS 4. ALL LOTS WITHIN THIS SUBOMq SION BENEFIT FROM AND '1 SUBJECT 70 THE THIS L DAY OF , I9 CONDITIONS, COVENANTS AND RESTRICTIONS CONTAINED THE PLIAS BY THE )16\1,,,''4 SEA HOMEOWNERS ASSOCIATION D[C'ORATION RECORDS* UNDER JEFFERSON 1 COUNTY AUDITOR'S FILE NUMBER jYI.. VOL 565 - 144.4.0 /� MI5 THE BLUE HERON POINT CONDOMINIUM, PHASE I WHIC WAS RECORDED UNDER MAN,2APO '<' S51 JEFFERSON COUNTY AUDITOR'S FILE NUMBER 237301 5 BEEN TERMINATED. SEE INSTRUMENT RECORDED UNDER JEFFERSON COU AUDITOR'S FILE NUMBER 98648. ATTEST: CLERK OF. THE BOARDOFCOMMISSIONERS 6. SCE NOTICE TO POTENTIAL PURCHASERS. NOTE/6 ON 'AGE J. 07.,24.-.D. -1,--. ACKNOWLEDGEMENT STATE OF WASHINGTON ) SS COUNTY OF.101:7US44 ) THIS IS TO CERTIFY THAT ON THIS 2•Crit DAY OF OGT Mt., 19 T, BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN PERSONALLY APPEARED,,OHN HANSEN AND JEANNE MNS£N, HUSBAND AND WIFE, TO ME KNOWN TO UE THE INDIVIDUALS WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLE 0 TO ME THAI THEY SIGNED THE SAME AS THEIR FREE AND VOLUNTARY ACT AND DEE FOP THE USES AND PURPOSES THEREIN MENTIONED WITNESS MY HAND AND OFFICIAL SEAL THE DAY AND FIRST ABOVE WRITTEN. TREASURER'S CERTIFICATE 3 aw MO *k". NOTARY PUBLIC IN AND FOR THE STATE ' L ZIAO NIAKf LArN TREASURER OF JEFFERSON COUNTY, :? A'} WASHINGTON, HEREBY CERTIFY THAT ALL TAXES DUE AND OR DEPOSITS REQUIRED RESIDING AT NMYPAII 2t 9IAE,RIC 'e 11 TO COVER ANTICIPATED TAXES ON THE PROPERTY EMBRACED IN THIS PLAT HAVE HA4D + BEEN PAID UP TO AND INCLUDING THE YEAR 19S(L, MY APPOINTMENT EXPIRES 10.•0 t'I'lQ OO OI,O it= "*it~HKIa IRIRKIIIII,11\\l0 �aA�A.� 6€F a.WaY TREASURER F£RSON COUNTY TREASURER HAl'wb SURVEYORS CERTIFICATE' .9J';T,y k I HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURIIEB'OR 39 Ay I LICENSED TO PRACTICE IN THE STATE OF WASHINGTON AND DECLARE M THAT THIS PLAT REPRESENTS A SURVEY MADE BY ME OR UNDER MY < DIRECTION,ARE CORRECT,AND T £THATRMONUMENTSINGS ANDDIHAVE BEEN SET ASTANCES SHOWN SE SHOWN AUDITORS CERTIFICATE E i A ,/�-', FILEDFOR RECORD T/Rc 7 DAY 'JFYXN✓QJIo 4317996, KE *"..1 A" CLARKPL3' AT gcSOYh&a O'CLOCK,gs.."M., IN VOLUME '1 J L.S. NUMBER 12212 ,,/ OF PUTS, PAGELy r AT THE REO EST OF KENNETH A. CLARK DATE SURVEYED.'//*y/T* V k-i1.0 o)Kn IJ In JEFFERSON COUNTY AUDITOR �dwA9yTy I % SHEET 5 OF 5 l'Ie4r,°,'° CLARK 'WAL L.lNt C. two '. :;',,N.°,'::: 5.0.00 M9Lll: X 1N10 SM�EY91GopipgRet a FiRu CHECK: IMO CPISILTHC " . AA.201 BRAWN BY: SMP 1(29N-1W) YRf 012912-ILCC11OL-ALCO_RBS-071199 v i • BRevviewiewType:UILDING PERMITAPPLICA1 �ON BLD14-00121 et Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00121 Received Date: 4/8/2014 SITE ADDRESS: 21 GRANDVIEW DR PORT HADLOCK, 98339 OWNER: ROBERT A BAKER PHONE: 360-796-4015 JANICE M BAKER PO BOX 22 BRINNON WA 98320-0022 VILLAS BY THE SEA SUBDIVISION: Block: Lot: PARCEL NUMBER: 997900101 Section: 1 Township: 29 N Range: 01 W CONTRACTOR: HILINE HOMES PHONE: 253-770-2277 ext 129 PO BOX 799 ELMA WA 98541 Contractor's License HILIN H*983RD Expires 11/8/2013 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIO NSFR w/ attached garage, no heat, no plumb TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,940 VALUATION 231,913.00 ADD'L HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 528 CONST TYPE: SETBACK: DECK: 60 NK EI � SEWAGE DISPOSAL: OSS WATER SYSTEM: 05783 itIllogSVea Gt 4 ItiOrNIA YIPOCleDkOn BEDROOMS: BATHROOMS: _ Exist: Exist: Per -, re 1ST plc clanProp: 3 Prop: 2 _^,tlL s Total: 3 Total: 2 Ir Ul7 P I,ly Se1(, _ p�Ul Routing Date: 1 1 1 S CA.UT l tit beir9st eu c well Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,944.00 MEB 04/08/14 148535 Plan Check $1,263.60 MEB 04/08/14 148535 � ert C � State Building Code $4.50 MEB 04/08/14 148535 Potable Water Application $67.00 MEB 04/08/14 148535 Total: $3,279.10 • --tom re s o fl � yHm iS \ o Ti °° v I ter ; Z L) (s O 0 � � P/ n � 4 _Tl m n n w w w 0o S `e (!� c� Mrrt7nm o �. m m 3 v a !L.. o (b d r O 7d cn _' m V-- Y (n x ro r Z 0 �a V. 0Q7 � � � m m' m w ' C_� N Ztny07 z x• ' o _. 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Poi\ `c'taVi.ock, k)).4 . u#;1,�4 za ' `r,E- — ' a8331 Vkt .\04 GP k8 • 0 k43 ON coG JEFFERSON COUNTY 4. 2� DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, WA 98368 I Web: www.co.Jefferson.wa.us/communitydevelooment "c9sh o Tel: 360.379.4450 I Fax:360.379.4451 I Email:dcdoAco.iefferson.wa.us SquareONE Resource Center I Building Permits & Inspections I Development Review I Long Range Planning April 8, 2014 Dear Reviewer, RE: BLD14-00121 Jefferson County has forwarded the attached application to you for review and comment because your agency is responsible for determining compliance with state and federal requirements or may otherwise be affected by the following proposal: NSFR w/attached garage, no heat, no plumb Comments must be received within fourteen (14) calendar days or by April 22, 2014. If no written response has been received within fourteen (14) 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 at (360)379-4450 if you desire an extension of time or have additional questions regarding this proposal. Thank you in advance for your attention to this matter. Sincerely, _. Ann Lamp, AICP , exe1/...____ Associate Planner, DRD Lead • w ,ON -06> JEFFERSON COUNTY / DEPARTMENT DEPARTMENT OF COMMUNITY DEVELOPMENT •C 621 Sheridan Street • Port Townsend •Washington 98368 / 360/379-4450 • 360/379-4451 Fax www.co.jefferson.wa.us/commdevelopment `WING Master Permit Application MLA: Project Description(include separate sheets as necessary): Tax ParcelProperty Number. 'may 17 V6,10/a"/ Size: ,"/6/ Lf L Z (acres/square feet) Site Address and/or Directions to �7 Property: / C/ G� 2/ G/2AA/if/Cit/ . /' ��/c/a �Gi�'7 AcOC,C— Gfi/4 . `IS)33 Property Owner(s)of Record: / - Gee T rv/t C-' 7ke Telephone: -5'/,,Q 7 y'4 1/4)/._..0 Fax: email: • Kiwi-A-7 CO O /A, s a Mailing Address: ,22 0. ,30, 7 a /5,Q/NN /k/ /4i4 9S":5- D Applicant/Agent(if different from owner): Telephone: Fax: email m _ �( { ll E Mailing Address: J What kind of Permit?(Check each box that applies IBuilding ❑Variance(Minor,Major or Ree>. le EgisO nic Use)-114 ❑ Demolition Permit ❑Conditional Use[C(a),C(d), r ] j Single Family ®Garage [Attachedt/Detached ❑Discretionary"D"or Unnam _ lassification r O Manufactured Home ❑ Modular ❑Special Use(Essential Publi Facili les)**/EH ERSON COUNTY ❑ Commercial* ❑Boundary Line Adjustment IrT.OF COMMUNITY I)FUELOPMENT CI Change of Use ❑Short Plat** ❑ Address ❑Road Approach ❑Binding Site Plan'* ❑Home Business ❑Cottagelndustry ❑Long Plat ❑Propane ❑Planned Rural Residential Development(PRRD)/Arnendments"* 0 Sign ❑Plat Vacation/Alteration*' 0 Allowed"Yes'Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions** ❑Stormwater Management ❑Shoreline Management Substantial Development** 0 Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance ❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request *May require a Pre-Application Conference **Requires a Pre-Application Conference Please identify 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 it's 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 later in pections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the apptat h r she nts or notice. Signature: i� Date: - / 7- / t/ 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 compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfbrablejsppnsibility fpr adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: ,.y �• .- Date: - i iBUILDER 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 assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: \-1 L '. f•, e. VAc,r__.. .s 0%)%HD -1 l'- C�1 os3)favoy- LK'10( MAILING ADDRESS: LI EMAIL: CONTRACTOR'S LICENSE „100,20 v. . , 4J A "t'"3�3 WAINS `'_� A NUMBER: .I L I N�1 _$,� NUMBER C .J()/ 1 -a ARCHITECT/ENGINEER: A 6cµ1 �j ki�he (-j (\ a(s'�,�..} PHONE ( )C"1z._4.'�LILI1 FAX:('� l )110`ar MAILING ADDRESS: 113t40,-14;�_ \f\VK? P.}-�\`Me (`t EMAIL W C.�bi`e k+J t'N11 (�QfV-NS ,C:on— Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New Y,, Wood Existing: Sewer Addition Steel Proposed: Bank Community System __ Alteration/Remodel Concrete Total: -.. Height: Individual System Repair Masonry SEP Permit# `1 tV) . Demolition Other: Bedrooms: Water Supply: Existing: Setback: Private wet Two Party Type of Heat: Proposed: >e-Public 4U' l ),,,,.A) Total: 3 Name of System: V.,..r.,.rtit- If this is a Commercial Proiiect you must answer the followinq_ 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 Propane Tank and/>PrJAppliance Installation permit,mark all items below that apply: Underground Tank Aiiove ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove F replace.nsert rehtO I evotS telleP I knaT retaW toH I ` Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a 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 Office Use Only Amount Revision Main Floor Heated EH Bld App Review: , Za Floor Heated Consistency Review: Other Heated Base fee: C Mezzanine Additional Section: Heated Basement Plan Check fee: Unheated Basement State Surcharge fee: Other Unheated Pot Water Review fee: 1 (-3 ,, 1 Garage/CarportSUBTOTAL , S-23•. is-azl.C,�. ,4)�.Lf5'. /O , Decks 911/Rd Approach fee: - - I Other TOTAL: $ 2. q't\ ' 1'IC.% Receipt Number: 1 1...(1< 5'. � ' Cash/Check Number: c JOS ESTIMATED COST(REQUIRED) Date: i...41/g//LI •Fairrket value of all labor and materials foundaticyn to finish kvo I iL. C; I Initials: j� 07/24/2013 S i • ( ON \ JEFFERSONCOUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT _ � 621 Sheridan Street • Port Townsend •Washington 98368 Is. Is0360/379-4450 . 360/379-4451 Fax http://www.co.jefferson.wa.us/commdevelopment/ APR 8 2014JEFFERSON COUNTY D'PT.OF COMMUNITY DEVELOPMENT Stormwater Calculation Worksheet /_ MLA# PROJECT/APPLICANT NAME: -N. O4 ero 7 / ,'4,ee40',. 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 Storrnwater Site Plan,if required. PARCEL SIZE(I.E..SITE1 Size of parcel acres An acre contains 43,560 square feel. Multiply the acreage by this figure. Size of parcel in square feet /6 92Z 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: Does the project convert'/.acres or more of Construction site for structures / Cf`It' sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. 41. 30 sq/ft Circle: Yes (No Well,utilities,etc. tr, sq/ft Does the project convert 2'h acres or more of !' native vegetation to pasture? �VDriveway, parking,roads,etc. 1sq/ft Circle: Yes ( No Lawn, landscaping,etc. S i') 0 sq/ft \ Other compacted surface,etc. sq/fl Indicate Total Volumes of Proposed: Total Land Disturbance 3 2. 0 sq/ft Cut Fill (cu/yd) [over] cln,muM,v�al�umheFm,_RFII'J flflfJMa ' • • • 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 EXISTING Structures(all roof area) `.'L/i' sq/ft Structures(all roof area) 0 sglfl Sidewalks t sq/ft Sidewalks sq/ft Patios sq/ft Patios 1 sq/fl Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads, etc = - sq/ft Driveway, parking,roads,etc ifs sq/ft Other sq/ft Other ,Y,� sq/ft Total New d sg/ft Total Existing U/ sq/ft TOTAL NEW+TOTAL EXISTING* 2- 300 sq/ft "This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v.REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 1 r/ t % Does the site have 35%or more of existing impervious surface? Circle: Yes 10.-70 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, prinapally 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 applicanVowner 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 property. /get 4 3 - - 2c ' �/ (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) stormwata cels worksheet—REV.21202008 2 40 • "Up Front" consistency review process for Type 1 Building, Stormwater Management Permits, Septic Review and Shoreline Exemptions • Permit tech gives daily Type 1 Building, Stormwater Management and/or Shoreline Exemption application intake to Planner 1 • Environmental Health places septic permit application information along with DRD Review for Septic form in the Up Front Review basket. • Planper does consistency review(Conrev)within 24 hours: W Print out Upfront Parcel Review Form checklist and start a Development Reyriew Time Sheet form Z./Check to see if prior ConRev w.s done. If so, note the permit case of the prior ConRev on the checklist. . Complete Conrev checklist. 4. Check to see if there are pendi g septic cases that need ESA sign-off and if$o,sign-off and email Randy that review is complete. 5. If SEPA, other permits,special eports or additional information is required (other than a revised site plan),send additional informat on letter to applicant and route to MLA file setup with Up Front review checklist. If a site visit is neces ary to confirm a site condition, put the file aside and schedule site visit. If a revised site plan is required, send additional information letter to applicant and proceed to step 7. 6. Enter name in Planning Contac field. 7. Select "No" in the SEPA field. 8. Add case type "I"tote"revie type field." // 9. Add conditions: B Ps,Site t a Changes,Approval tr—Only and#P'lanner's initials as custom condition (for building inspector identification). 10. Add other conditions specific t. case. 11. If applicable, add "Shoreline Ex•mption" (or Flood Development Permit)to project description and a condition for Shoreline Exempt on review:"This project reviewed and approved as a Shoreline Exemption under_ICC 18.25.091_" (If a Septic-only Review with Shoreline Exemption,see Step 16.) Select the appropriate option fir FEMA Flood Zone&Shoreline Exemption in the"Bldg Site"tab for Building Permits, and/or the "S'ecial Conditions" tab for Septic Permits. If the application needs an Army Corps permit(pier-piling eplacement, bulkhead,etc.), a formal exemption letter must be sent to the applicant with a copy to Ec.logy. 12. Add "Upfront Review' activity. 13. Sign off App Sub Complete,SW , ESA and Conrev activities,and place a sticky on front of file with sign- offs still pending for quick reference. (Do not sign-off ConRev if payment is pending--Step 16) 14. Stamp and sign site plan "approved" and make a copy. 15. If the review was for a building ermit, create 3 stacks as follows: Applicant: Paper clip together copy of site plan, standard conditions,stormwater information sheet or approved stormwater plan,c py of any other document planner wants the applicant to have. Building: Paper clip together t original stamped site plan,standard conditions,copy of any other document planner wants buildi lg to have for inspections DRD Backup: Up Front Review hecklist, Maps,all other back up documentation to "show your work". G:\PLNCNTR\PLNCLERK\Procedure\Upfront R= iew\Up Front permit review process_updated 2014-01-24.doc • • Two hold punch the DRD Backup stack and place it on the left side at the back. Label the Applicant stack and Building stack with sti ky notes and place the stacks loose at the front of the building file. 16. If the review was for a septic pe mit and no fees for DRD review were taken in,invoice the applicant following standard invoicing procedure and keep a copy of the invoice with the Up Front Review paperwork. Select"DCD invoic- sent" in the activities. After fees are paid,sign off: Add'I Info Request, Clock Interrupt(if it's she last to be signed off)and Consistency Review activities. If the Septic review includes a Shoreline Exe ption, issue the shoreline exemption and send a copy to DOE,WDFW, and WDNR usin: the followin: rocedure: a) in Tidemark: edit septic case at 'Special Conditions' button—Review Type"1",Shor-line "Exemption", Flood Zone "[applicable response)",and in Description type: "Shoreline Ex-mption for Septic Application";add the Activity: "Approve Permit– UF",then sign it off,thereby ge erating a Type 1 permit for Shoreline Exemption for Septic Application ; b)print the permit and write-i dates for Date Issued and Date Expired;c)attach Site Plan to permit and route to the UDC Administ ator for signature;d)scan this signed Type 1 permit and email to appropriate Agencies; e)make : hard-copy of signed permit and send to Applicant by snail-mail, original signed permit goes int. case file;f)go back into Tidemark and REMOVE the text"Shoreline Exemption for Septic Application"from the Description field;g) place completed paperwork into the septic file and deliver to Enviro mental Health [Randy]. If there is a corresponding building case, all Up Front Review paperwork is file. with the building case. 17. For Up Front Reviews that are not"stand alone septics"forward the file to the previous upfront review planner who will review the fil and data entry,enter"To Plan Check"the Plan Check activity noting the date this was done and ma e sure the case is logged and filed properly with plan check. 18. Up Front Review Planner will r ceive email from EH and/or Plan Check when final sign off is completed. Planner then adds"review complete" activity and forwards the email to Permit Tech with "ready to issue." Permit Tech i sues permit. If Shoreline Exemption, make PDF of permit and email to DNR,WDFW and Ecology,with the subject as: Shoreline Exemption. 19. Add review time to the "Time Tracking" activity. G:\PLNCNTR\PLNCLERK\Procedure\Upfront Review\Up Front permit review process_updated 2014-01-24.doc BLD14-00121 BUILDING PERMIT APPLICATI• ON Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00121 Received Date: 4/8/2014 SITE ADDRESS: 21 GRANDVIEW DR PORT HADLOCK, 98339 OWNER: ROBERT A BAKER PHONE: 360-796-4015 JANICE M BAKER PO BOX 22 BRINNON WA 98320-0022 VILLAS BY THE SEA SUBDIVISION: Block: Lot: PARCEL NUMBER: 997900101 Section: 1 Township: 29 N Range: 01 W CONTRACTOR: HILINE HOMES PHONE: 253-770-2277 ext 129 PO BOX 799 ELMA WA 98541 Contractor's License HILINH*983BD Expires 11/8/2013 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NSFR w/attached garage, no heat, no plumb TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,940 VALUATION 231,913.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 528 CONST TYPE: DECK: 60 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 3 Prop: 2 Total: 3 Total: 2 Routinq Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,944.00 MEB 04/08/14 148535 Plan Check $1,263.60 MEB 04/08/14 148535 State Building Code $4.50 MEB 04/08/14 148535 Potable Water Application $67.00 MEB 04/08/14 148535 Total: $3,279.10 1\tirlomarL,dafalfnrrnc\G RI Il Ann RH rn1 A/B/'Jf1lA -..., — a) .70 410 >. ko • i i • • N — ¢ ii N gt v3 g 8 8 •• tl c o Ci W jvW.- o� ; r r K _ ' @ d W W i- O rn ms (3t-N6Z-9 0/l MS) A if © A Batt O R n 011111111k , A W • Y dA. 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ENNA edIN V N 1(2/11F104_In ........ ........w..n+.rr.. MOWft MR!/4NY.A011J rW r ,, • aw.soN coq JEFFERSON COUNTY DEPARTMEN OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Town end,WA 98368 I Web: www.co.iefferson.wa.uslcommunitydevelopment `w,rH o Tel:360.379.4450 I Fax:360.379.4451 Email: dcd anco.iefferson.wa.us SquareONE Resource Center I Building Permits 8 Inspections I Development Review I Long Range Planning April 24,2014 Robert A. Baker Janice M. Baker PO Box 22 Brinnon,WA 98320-0022 RE: SITE ADDRESS: 21 GRANDVIEW DR CASE #: BLD14-00121 Dear Mr. and Ms. Baker: The Department of Community Developm nt is in the process of reviewing your application. The following information is needed to continue review o your project. ( 1) Attached are comments from the Department of Archaeology and Historic Preservation(DAHP),the \` Jamestown S'Klallam Tribe and th- Port Gamble S'Klallam Tribe. Based on the comments from DAHP and tribes, an archaeological survey pr.pared by a qualified professional archaeologist is required to be submitted. s`` If you have questions about this pr 1cess, please contact Gretchen Kaehler at 360-586-3088. 2) As we discussed on the phone,yo I parcel was designated as"Phase 2, Future Multi-Family Development"on the Villas by the Sea Plat. As suc in order to approve a single-family residence and septic system on this parcel a Plat Alteration must be co i pleted to remove this designation from the face of the plat. The first step is to apply for a prea.plication conference. Please complete the attached preapplication conference form and submit fees i the amount of$538.00($380.00 Development Review and$158.00 for Environmental Health). After your application has been received a planner will contact you to schedule the meeting. As a plat alteration can be a complex process, it is recommended that:your surveyor be present at this meeting; however,This is not a requirement. Please submit the above information to the Department of Community Development by July 23,2014. Pursuant to Jefferson County Code,JCC 18.40.110(3)and(6), if the applicant does not submit the additional information or does not request additional time to submit the required information within the ninety(90)calendar day period,the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Developm:nt shall not be responsible for notifying the applicant of an impending expiration. Sincerely, .4 re_ ::::),V;19 oe Ann Lamp,AICP Associate Planner,DRD Lead cc: File r DIAp Zoe Ann Lamp From: Kaehler, Gretchen(DAHP) [Gretchen.Kaehler@DAHP.wa.gov] Sent: Tuesday,April 22,2014 1:06 PM To: Zoe Ann•Lamp Cc: Gideon Cauffman <gaauffman@jamestowntribe.org>(gcauffman@jamestowntribe.org); Josh Wisniewski (joshw@pgst.nsn.us); Kris Miller(shlanayl@Skokomish.org) Subject: RE: BLD14-00121 - Baker Attachments: BLD14-00121 Baker- DAHP Mapping.pdf; BLD14-00121 Baker- Reviewer Letter.pdf Hi Zoe, This is within the buffer for 451E27. I think because of the human remains issues with this site and the fact that the boundaries for the site have not been delineated, that a professional archaeological survey should be required. Thank you for sending this project for review. Please feel free to contact me if you have any questions. Best, Gretchen Gretchen Kaehler Assistant State Archaeologist, Local Gov rnments Department of Archaeology and Historic reservation Olympia Ph:360-586-3088 Ce11:360-628-2755 From: Zoe Ann Lamp [mailto:ZLamp@co.jefferson.wa.us] Sent: Tuesday, April 08, 2014 2:26 PM To: Kaehler, Gretchen (DAHP) Subject: BLD14-00121 - Baker Gretchen, Please review the attached map and inforn}ation and provide comments by April 22, 2014. The proposal is near Site JE00027. Please contact me if you have questions. Thank you for all your help! Sincerely, Zoe Ann Lamp, AICP Associate Planner, DRD Lead Jefferson County Department of Commun. y Development 621 Sheridan Street Port Townsend, WA 98368 Phone: 360-385-9406 Fax: 360-379-4473 e-mail: zlampa,co.jefferson.wa.us Jefferson County DCD Mission: To pr serve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. 1 • Zoe Ann Lamp From: Gideon Cauffman [gcauffman@jamestowntribe.org] Sent: Wednesday, April 23, 2014 8:26 AM To: Josh Wisniewski; Kaehler, Gretchen (DAHP); Zoe Ann Lamp Cc: shlanayl@Skokomish.org; ljenkins@jamestowntribe.org; hhals@jamestowntribe.org Subject: RE: BLD14-00121 - Baker I agree as well. A survey and presence/absence testing should be completed before the project. Best Wishes, Gideon Gideon Cauffman, Ms Cultural Resources Specialist Jamestown S'Klallam Tribe 1033 Old Blyn Highway Sequim, WA 98382 gcauffman@iamestowntribe.org (360) 681-4638 (Desk) (360) 912-2062 (Cell) (360) 681-4653 (Fax) Commissioner,Jamestown S'Klallam Tribal Gaming Agency Treasurer, Olympic Peninsula Inter-Tribal Cultural Advisory Committee Hours: Monday-Thursday, 8:OOam-6:OOpm From: Josh Wisniewski [mailto:joshw@pgst.nsn.us] Sent: Tuesday, April 22, 2014 2:29 PM To: Kaehler, Gretchen (DAHP); Zoe Ann Lamp Cc: Gideon Cauffman; Kris Miller(shlanayl(aSkokomish.orq) Subject: Re: BLD14-00121 - Baker I concur with that. Any action within the buffers for this site demand (in my mind) archeological survey,given the high probability for contact with cultural resources. On 4/22/14 1:05 PM, Kaehler, Gretchen (DAHP)wrote: Hi Zoe, This is within the buffer for 451E27. I think because of the human remains issues with this site and the fact that the boundaries for the site have not been delineated,that a professional archaeological survey 1 • • t?or+ Vut t Zoe Ann Lamp From: Josh Wisniewski[joshw@pgst.nsn.us] Sent: Tuesday,April 22,201 2:29 PM To: Kaehler, Gretchen (D HP);Zoe Ann Lamp Cc: Gideon Cauffman <g uffman@jamestowntribe.org> (gcauffman@jamestowntribe.org); Kris Miller (shlanay1@Skokomis .org) Subject: Re: BLD14-00121 - B ker I concur with that. Any action within the bufflers for this site demand (in my mind) archeological survey, given the high probability for contact with cultural resource . On 4/22/14 1:05 PM, Kaehler, Gretchen (DA P)wrote: Hi Zoe, This is within the buffer for 451E27. I think because of the human remains issues with this site and the fact that the boundaries for the site ave not been delineated,that a profession I archaeological survey should be required. Thank you for se ding this project for review. Please feel fr e to contact me if you have any questions. Best, Gretchen Gretchen Kaehler Assistant State Archaeologist, Lo•-I Governments Department of Archaeology and H storic Preservation Olympia Ph:360-586-3088 Ce11:360-628-2755 From: Zoe Ann Lamp [mailto:ZLam.gico.'efferson.wa.us] Sent: Tuesday, April 08, 2014 2:26 P To: Kaehler, Gretchen (DAHP) Subject: BLD14-00121 - Baker Gretchen, Please review the attached map ani information and provide comments by April 22, 2014. The proposal is near Site JE00027. Please contact me if you have que-lions. Thank you for all your help! Sincerely, Zoe Ann Lamp, AICP Associate Planner, DRD Lead Jefferson County Department of C i mmunity Development 621 Sheridan Street Port Townsend, WA 98368 Phone: 360-385-9406 Fax: 360-379-4473 e-mail: zlampco.1efferson.wa.us 1 • • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER i 4 -00/ L I OWNER -SAK-Fr_ JOB LOCATION 07i KApi"vt �j ) Inspection of this structure has found the following violations: --PLAto5 P gMrC IVerrciiv 5ITe" J7D 13etfieO J!O rk4ONp* IA)uen) KF,-(:)_ltL$'TIIJZ I1J �i(4;"?F . 5e Z £b'�LI) No-r 64ILc. GaE L4c,eTioa7. t��$ILeo 671uy?FCTtot3 rez2Glic'_ED 4 t t\' 1/4., 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, all for inspection. Date 6 81 Inspector Lo BUILDING DIVISION (360)379-4450 44ACTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE • Jefferson County Building Division Permit Number: BLD14-00121 Applicant: BAKER 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 • S• etbacks 51 Zah5 Erosion Control ll/r'b/15 Foundation Footing 5124 05 ?I UFF�V... X Z i -Pi.-142 5/U/6 Footing Drains / K �/IS Foundation Stem Wall ,; )� J U• nderground Plumbing -1A U• nder Floor FramingZf/l�V S• traps(hold downs) l7( OA- Ext. Shear Wall Nailing 19/1,05 2 l5 ei CP1211 1 JI•1610 1d4 cl Dk, 0-¢1/5 it Rough-in Plumbing 7 /iyf/ Framing -7// t(r Blocking NA Airseal Insulation:Walls /2 L')1_' rip Insulation: Floors r IS ,�'V Il�lt} Insulation: Ceiling Int.Shear Wall Nailing tJ/P Wallboard Nailing 510 (�/ /✓ G• as Line: Interior WA G• as Line: Exterior jA Propane Tank �/A H• eat/Chimney Clearance d Mechanical Systems k" A y tl 415 Duct Test Cert #1/ Blower Blower Airtight Test N 0/1 S cea f✓ S• moke&CO2 Witt fi L, J Drywell/Alt Drainage Address Posted ll�lP�1� Septic System Finaled • • A final inspection will not be scheduled until 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 ii/It{/5 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD14-00121 1.) This parcel is within a no shooting area per JCC 8.50. 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 on December 16, 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 4-18-2015 shall be resubmitted for review and approval by Jefferson County Department of Community Dev lopment. 4.) cjz . • 5.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the isted species). In addition, the National Marine Fisheries Service can levy penalties. Portions of Jefferson County, including marine environments are included as"critical 1-abitat"for listed species. Development of property along any marine shoreline, freshwateshoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent t marine shoreline, freshwater shoreline, or floodplains are advised to do the folio ng: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile)of an eagle nest to corsult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take"and describes the possible legal consequences when a"take"occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service(http://www.fws.gov/pacific/eagle/)to learn more about how this law affects your project. Any individual, group, or agency can br ng suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. \\tidemark\data\1orrnslF_BLD_Permit_B1dg.rpt 3/19/2015 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00121 Received Date: 4/8/2014 SITE ADDRESS: 21 GRANDVIEW DR Issue Date 3/19/2015 PORT HADLOCK, 98339 Expiration Date 3/19/2016 OWNER: ROBERT A BAKER PHONE: 360-796-4015 JANICE M BAKER PO BOX 22 BRINNON WA 98320-0022 9979 SUBDIVISION: Block: Lot: PARCEL NUMBER: 997900101 Section: 1 Township: 29 N Range: 1V CONTRACTOR: HILINE HOMES PHONE: PO BOX 799 ELMA WA 98541 Contractor's License HILINH*983BD Expires 11/8/2015 PROJECT DESCRIPTION: NSFR w/attached garage, no heat, no plumb TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 231,913.00 MAIN: 1,940 CODE EDITION: 2012 ADDI: HEAT TYPE: HTP OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: SHORELINE: CONST TYPE: GA568SETBACK: 0 BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,944.00 MEB 04/08/14 148535 Exist: Exist: Plan Check $1,263.60 MEB 04/08/14 148535 Prop: 3 Prop: 2 State Building Code $4.50 MEB 04/08/14 148535 Total: 3 Total: 2 Potable Water Application $67.00 MEB 04/08/14 148535 Total: $3,279.10 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 A DAY SPECIAL CONDITIONS APPLY - SEE ATTATCHED