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09139
CERTIFICATE OF OCCUPANCY C I T Y O F,,-,P- T7T*OWNSEND DEVELOPMENT SERVICE=SDAl EPARTMENT M . f This certificate is issued am- accordance wrththe �provi{lions of ,the International Building r Codes as adopted and amended by tleCity=of Port �TownYserid At the time of issuance the indicated structure and ruse was deerriedtobe' isn compliance with rthe various codes and ordinances of the City of Port Tow nsend regulating n construrctio , ause and occupancy of buildings. r Property Owner: Name of Business: HaybataVFor Humanity N/A Building Address: .Occupancy Group ., .: 433 21A Street R-3 Type of Construction: m R_// Date Issued: Permit Number: April 8, 2010 BLD09-139 Building Official lent City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER - ,- 0'' -- 13 q OWNER JOB LOCATION Inspection of this structure has found the following violations: E D;- -rises until You are hereby notified that no more work shall be done upon these premises until tions have the above violations are corrected, unless noted othPt e. When corrections have been mad , call for inspection. �. Date Z Z r✓ Inspector l� 1 p) 385 2294 DSD Min Offi e (360) 379-5095 INSPECTION REQUEST (360) 385-2294 IS THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE i City f Port Townsend Development Services Department �lc) ®tice PERMIT NUMBER 4CJ-l3 j OWNER JOB LOCATION33 Inspection of this structure has found the following v4olatio s: C4-7/ V-ffk c A US' l C C < You are hereby notified tha no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made call for inspection. Date /z,to Inspector LK7 yw DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE QORr To`y CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT TWA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: 7Lo PERMIT NUMBER: 6Lt� SITE ADDRESS: CONTACT PERSON: PHONE: TYPE OF INSPECTION: ±L(-)&VA , IOy hk-�I u 6A C- ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector C. �a J LC Date q i-7 h 9 Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. �o�QORT Toy BUILDING PERMIT U �O City of Port Townsend Development Services Department °Fwns�' 250 Madison Street,Suite 3,Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-139 Permit Type Residential - Single Family-New Project Name NEW SFR Site Address 1433 21 ST STREET Parcel# 948313603 Project Description NEW SFR Fee Information Project Details Project Valuation $141,326.24 Decks—Residential (Covered) 120 SQFT Plan Review Fee 798.82 Dwellings—Type V Wood Frame 1,472 SQFT Energy Code Fee-New Single 100.00 Units: Heat Type: ELECTRIC BBH Family Unit Bedrooms: 5 Construction Type: V -B Mechanical Pen-nit Fee per Dwelling 150.00 Bathrooms: 2 Occupancy Type: R-3 Unit- New Residential Plumbing Permit Fee per Dwelling 150.00 Unit-New Residential PLAN REVIEW DEPOSIT 150 150.00 PLAN REVIEW REFUND 150 150.00 Building Permit Fee 1,228.95 State Building Code Council Fee 4.50 Technology Fee for Building Permit 24.58 Record Retention Fee for Building 10.00 Permit Site Address Fee 3.00 Total Fees $ 2,769.85 Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. 1 certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name Date Issued: 08/20/2009 Issued By: SFOSTER Signature Date Date Expires: 02/16/2010 �o�QORTTo�y BUILDING PERMIT City of Port Townsend Development Services Department �WAS 250 Madison Street,Suite 3,Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-139 Permit Type Residential - Single Family-New Project Name NEW SFR Site Address 1433 21ST STREET Parcel# 948313603 Project Description NEW SFR Names Associated with this Project License Type Name Contact Phone# Type License# Exp Date Applicant Habitat For Humanity (360)379-2827 Of East Owner Habitat For Humanity (360)379-2827 Of East Contractor Habitat For Humanity (360)379-2827 CITY 004052 12/31/2009 Of E. Jeff. Co. Contractor Habitat For Humanity (360) 379-2827 STATE HABITFH912D 03/25/2011 Of E. Jeff. Co. **SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTNIC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name ���-�F�1 l t� �. S Date Issued: 08/20/2009 Issued Bv: SFOSTER Signature = 4v4 Date l��—` —a Date Expires: 02/16/2010 QoaTr CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND wA Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE,CONSPICUOUS LOCATION.PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY.STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 948313603 PERMIT NO. BLD09-139 ISSUED DATE 08/20/2009 EXPIRATION DATE 02/16/2010 ADDRESS 1433 21ST STREET CONSTRUCTION TYPE V -B OCCUPANT LOAD OWNER HABITAT FOR HUMANITY OF EAST PROJECT DESCRIPTION NEW SFR CONTRACTOR HABITAT FOR HUMANITY OF E.JEFF. CO. LENDER INSPECTION INSP )ATE COMMENT INSPECTION INSP )ATE COMMENT EROSION CONTROL FINAL PUBLIC WORK SETBACKS SURVEY PIN FINAL BUILDING S /Q FOOTING 31jc�?' PO/ZCI� 5J ��7L Z "M UFER 3 FOUNDATION WALL S 31 n FOUNDATION DRAIN MISCELLANEOUS FLOOR FRAMING SHEARWALL& HOLDOVI F � Nw FRAMING AIR SEAL PLUMBING MECHANICAL INSULATION 1 /L /d GWB - /� TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. CITY OF PORT TOWNSEN40 PERMIT ACTIVITY LOG PERMIT # T3 U�OQ- 13 R DATE RECEIVED �" - D9 SCOPE OF WORK: DATE ACTION INITIALS - 1 - D ENTERED INTO CHET S CHECKED FOR COMPLETENESS 7 - 9 s �-3o•D Pl � � Zoning: JUL Setbacks OK? 1,4 Lot Size: ` �D U Building Size: 147 2 r /20 3-2- Lot Coverage: (., v FAR OK? Height OK? Parkin OK? �wvl Critical Area? Demo? AJv Historic Rev? Notice to Title? Lots of Record? P o 9 o, •- LevS 3.1- ve - 12- 6C .,Ott. — O�T � 3 /�o� f�r �:e.1 0-. Development Service �oppoRT Tc� z F F y 250 Madison`-Street;.'Suite,3 9 Port Townse6' X98368. Phone 9'5 360 37. 095,_; sa y5 Fax 1360�34',4r4619 wns+ www.cityofpt.us Residential Building Permit Application Project Address: ST Legal Description (or Tax#): Office Use�Only Addition: EISENf3E1S Permit# BLD09 � 3 9 Zoning: Block: 11G k Associatetl Permits Parcel# 3 i 6 C)l Lot(s): 3 �3 Project Description: Applications by mail must include a check for initial plan review fee of$150 for projects valued over$15,000. See Page 2 for details on plan submittal requirements. Lender Information: Property Owner/Applicant: Lender information must be provided for projects Name: 4&11, x- V Ur 44,6...E-sti F_ ,'Sof_G, over$5,000 in valuation per RCW 19.27.095. Address: 0 BoK E11_;t5 Name: City/St/Zip:''?a-16tTC)L✓ C1416$' Project Valuation: $ '�S, c� Phone: ".Cto Email: Building Information (square feet): 1 sc floor )4'7 2 Garage: "d 2 floor Deck(s): Contact/Representative: r� L �,,3 Lfloo 11 Porch (es): f 1. �D Name: ��.�.�. � r4.u!4gc� S,♦L. �� �+ — i—Basement:! is it finished? Yes No Address: Sca_ c�(oo✓e I n�� ' III, Carport; I Other: 3Z S-tarsc City/St/Zip: -uoManufac u ed Home❑ ADU ❑ Phone: I I _ New Addition ElRemodel/Repair❑ I CITY Of Pl RT i UI�rV:H�eat T Heat Pump Email: Ype: Electric �_ P —Other Contractor: U Same as Owner F Total Lot Coverage(Building Footprint):* Name: 1hbsw ,�,w,�,�, , E.�cJ�. Co. Square feet: 141 z % Address: Impervious Surface:* City/St/Zip: Square feet:!,;�_�'X *Total existing &proposed Phone: What year was the structure built? Email: If work includes demolition, see Page 2. State License#: J+KL:�1TFl+J 12DSExp: 'I 25/ Any known wetlands on the property? Y City Business License#: ®O4 S 2, Any steep slopes (>15%)? Y I hereby certify that the information provided is correct,that I am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State.Laws and the Port Townsend Municipal Code. Print Name: Jamic- Ha6it,`E,o_;15L' q Signature: Date: 7-1 s-O Page 1 of 2 -5/14/2009 RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. dResidential permit application. N1 Washington State Energy &Ventilation Code forms WTwo (2) sets of plans with North arrow and scaled, no smaller than '/4' = 1 foot: VA site plan showing: 1. Legal description and parcel number(or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions 5. If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site 6. Street names and any easements or vacations 7. Location and diameter of existing trees 8. Utility lines 9. If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers L(Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting Floor plan: 1. Room use and dimensions 2. Braced wall panel locations 3. Smoke detector locations 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing NI,Wall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall,' height, width; reinforcementJ,anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation d Exterior elevations (all four)with existing slope of the land in relation to all proposed structures If architecturally designed, one set of plans must have an original signature VIf engineered, one set of plans must have one original signature UiFor new dwelling construction, Street& Utility or Minor Improvement application If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic Preservation Committee(HPC) review is required: If within the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic Landmark district and not on the Historic Register: no fee for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 -5/14/2009 549897 AS : 5 0efferson0Co8nty Wq qu66to0 sHOBfioe FOR HUMOgNI7y OF EAST JEFF Bill udit.r After Recording Return to: Clerk, City of Port Townsend F E 0 19 2010 250 Madison Street, Suite 2 Port Townsend, WA 98368 CITY OF PORT TOWNSEND DSD COVENANT REGARDS SYSTEM DEVELOPMENT CHARGES Name of Grantor(s): Habitat for Humanity of East Jefferson County, a nonprofit corporation registered with the State of Washington("Habitat for Humanity") Name of Grantee(s): City of Port Townsend, a political subdivision under the laws of the State of Washington("City") Assessor's Tax Parcel Number: 948313603 Building Permit Number: BLD09-139 Date of Permit Application: 08/20/2009 1. PROPERTY 1.1 The property subject to this Covenant is located at_1433 215t Street (the "Property"). The Property is legally described on the attached Exhibit A. 1.2 Habitat for Humanity is the current owner of the Property, and has applied for a building permit from the City of Port Townsend to construct a single-family residence for a low-income family thereon. 2. SYSTEM DEVELOPMENT CHARGES (SDC) 2.1 The City imposes System Development Charges (SDCs)pursuant to Chapter 13.03 Port Townsend Municipal Code. 2.2 City authorizes deferral and waiver of SDCs by Ordinance 2910 (passed March 20, 2006). Covenant for Waiver of System Development Charges, 1 3. COVENANTS 3.1 Habitat for Humanity agrees and covenants that it, its heirs, successors, and assigns, will use the single.-family residence to be constructed on the Property only for.low-income=housing as defined by PTMC Chapter 13.03 for at least ten (10) years. 3.2 City agrees to waive the system development charges for the development of the Property so long as the``-single-�amily residence to be constructed on the Property J t�! 1 I I.Ft j } is used only for low-income houusing as defined by PTMC Chapter 13.03 for at least ten(10) years. 3.3 Prior to any transfer of the Property, the then current owner shall provide at least 30 days advance written notice to the City and Habitat for Humanity together with sufficient information about the proposed transferee(s) to permit City and Habitat for Humanity to determine if the proposed transferee(s) qualifies for a continued waiver of the impact fees. 3.3.1 Notice shall be given to City at the following address: Port Townsend City Manager, 250 Madison Street#2, Port Townsend, WA 98368. 3.3.2 Notice shall be given to Habitat for Humanity at the following address: Habitat for Humanity of East Jefferson County, P.O. Box 658, Port Townsend, WA 98368. 3.4 If, within ten (10) years from the date of building permit application, the Property is conveyed, sold, rented, or otherwise transferred to an individual or individuals whose income is above that allowed by PTMC Chapter 13.03, the SDC identified in 2.1 will automatically become due to the City. This provision does not apply to conveyance, sale or transfer to Habitat for Humanity. 3.5 At the time the fees become due and payable, the current owner of the property shall pay the City the fee, plus interest as provided by PTMC Chapter 13.03. 3.6 The above recapture provisions shall expire the date that is ten (10) years from the date of the building permit set forth above. Upon expiration of the right of recapture, City, if requested by the then Property owner, shall record an instrument acknowledging that its right to recapture has expired. 4. Dispute Resolution. Any dispute arising under or in connection with this instrument shall be brought to the attention of City and/or Habitat for Humanity, as appropriate, at the earliest possible time in order that such matters may be addressed or other appropriate action promptly taken. If the dispute cannot be resolved, it may be submitted to mediation or non-binding arbitration upon the approval of all parties involved. Nothing shall Covenant for Waiver of System Development Charges, 2 r ` prevent any party from seeking recourse in the Superior Court of Jefferson County, Washington. 5. Attorneys' Fees. In the event any action, suit, or proceeding is instituted regarding this instrument, the successful party shall be entitled to court costs and reasonable attorneys' fees. 6. Entire Agreement. This instrument contains the entire understanding between the parties and supersedes any prior understandings and instruments between them respecting the subject matter hereof. There are no other representations, oral or written, between and among the parties hereto or any of them, relating to the subject matter of this instrument. No amendment of or supplement to this instrument shall be valid or effective unless made in writing and executed by the parties hereto and the then owner of the Property. 7. Additional Documents. Each party agrees to take such action and to execute, acknowledge, and deliver any and all documents and instruments as may be desired by the other party more effectively to carry out the purposes of this instrument. 8. Binding Effect. The waiver granted herein shall inure to the benefit of the then owner of the Property and their heirs, personal representatives, successors and assigns. The provisions of this instrument shall run with the land forever unless modified or terminated by written agreement signed by the then owner of the Property, Habitat for Humanity, and the City. 9. Construction. The section headings throughout this instrument are for convenience and reference only and the words contained in them shall not be held to expand, modify, amplify, or aid in the interpretation, construction, or meaning of this instrument. 10. Applicable Law. This instrument shall be construed and interpreted under the laws of the State of Washington. 11. Severability. If any part of this instrument is held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remainder of the provisions shall remain in full force and effect and shall in no way be affected, impaired or invalidated. NO THEREFORE, the undersigned have executed this instrument this 1 +kday of , 2010. HABITAT FOR HUMANITY OF EAST CITY OF PORT TOWNSEND JEFFERSON COUNTY By. By. M ctc i xecutive Director David G. Tim/—ons, City Manager Covenant for Waiver of System Development Charges, 3 STATE OF WASHINGTON ) ss COUNTY OF JEFFERSON ( ) On this I� `{\day of `�`«`� , 2010, before me, the undersigned a Notary Public in and for the I,�/S�tate of Washington, y commissioned and sworn, personally appeared �rn i r y(G C i 1P !JS 1 to me known to be the Executive Director of the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed for said corporation, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. WITNESS MY HAND AND OFFICIAL SEAL hereto affixed the day and year first above written. ' P K. SAN (Seal or Stam =. • �s,5s x°�. �` O�.'�Qp� RJ�,�•;N Name: S A-,� t rs AUgL\� •; Notary Public in and Vhe ta ofh7019 • � Washington, residing �F.WASN��� Commission expires: ci 13 STATE OF WASHINGTON ) ss COUNTY OF JEFFERSON ) On this I-i+'-'day of , 2010, before me, the undersigned a Notary Public in and for the State of Washington, ly commissioned and sworn, personally appeared o.yi to me known to be the City Manager of the City of Port Townsend that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed for said corporation, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. WITNESS MY HAND AND OFFICIAL SEAL hereto affixed the day and year first above written. iw (Seal or Sta .•,,;N p TA 4� fn Name: Jo c,r S UFO * R1- U� Notary Public in and for the State of PUB\-� .•• _ Washington, residing at -Por o W n54 �9fF•.�. Commission expires: loll") I )3 OF WAVX Covenant for Waiver of System Development Charges, 4 EXHIBIT A Legal Description of 1433 21"Street Port Townsend: Lot 3, Block 136 of the Eisenbeis Addition to the City of Port Townsend, Washington, as recorded in Volume 2 of Plats, Page 24, records of Jefferson County Washington ® ® ® r1aftboil tat ® for Humanity' Help build it! of East Jefferson County February 17, 2010 Development Services Department City of Port Townsend 250 Madison Street, Suite 3 Port Townsend, WA 98368 To Whom It May Concern: This letter accompanies our application(s) for deferral of system development charges for the home(s) currently under construction by Habitat for Humanity of East Jefferson County. Pursuant to requirements in Port Townsend Municipal Code 13.03.110, we affirm the following: 1. The new homeowners have incomes between 25% and 60% of the county median. 2. Proof of our organization's private nonprofit organization status is attached. 3. The project development includes "sweat equity" by the prospective homeowner as well as volunteer labor contributed through community donation. Sincerely, _ tiAYL, J ie Maciejewski E ecutive Director Approved by: CIT PORT TO SEND David G. Timmo s, City Manager PAHouse Sales&Closings\DoPc�Aoi `rA�g �4ffi 38�eAgPi8 �4[&LO.doc Phone:(360)379-2827 www.habitateic.org O�9ORT TOE ti City of Port Townsend Development Services Department 250Madison Street, Suite 3 WA Port Townsend,WA.98368 (360)-379-5095: Fax: (360)344-469 Washington State Indoor Air Quality 2006 Residential Construction Checklist for Zone 1 This form is to be completed in addition to prescriptive compliance form or component performance compliance calculations. Please answer the following questions: VENTILATION REQUIREMENTS FOR INDOOR AIR QUALITY: What kind of ventilation will be used throughout the house: 0 Exhaust Option ❑ HVAC Integrated Option If you chose "Exhaust Option," complete the following: *'Where is your whole house fan located (what room, etc.)? • What size is the whole house exhaust fan? See table below: 1'mod ' N Floor Bedrooms Area, ft2 2 or less 3 4 5 6 7 8 Min Max Min Max Min Max Min Max Min Max Min Max Min Max <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001-1500 60 90 75 113 90 135 OS 158 120 180 135 203 150 225 1501-2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001-5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001-8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 *For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. • Fresh Air Inlets are required for this option in each habitable room (includes all bedrooms, kitchen, etc., not bathrooms or utility rooms). What type of fresh-air inlet will-be-installed?--, 1:5 Window Port G L. I U ❑ Wall Port See next page J U L ? 5 2i�Q9 CITY OF PORT TOWNSEND D0 C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\YCFWUM82\Checklist-Indoor Air Quality.doe TYPE OF HEATING: • Electric: IN Wall Heater ❑ Baseboard ❑ Electric Forced Air ❑ Boiler • Non-Electric: ❑ Propane ❑ Oil Heat ❑ Heat Pump ❑ Boiler VAPOR RETARDERS: Vapor retarders shall be installed toward the warm surface as represented below. Select one option for floors, walls, and appropriate ceilings: • Floors: ❑ Plywood with exterior glue RPoly plastic (greater than or equal to 4 millimeter thick) ❑Backed batts • Walls: ❑Poly plastic (greater than or equal to 4 millimeter thick) ❑Face-stapled, backed batts USLow-perm paint • Ceilings: ❑Not required where ventilation space averages greater than or equal to 12 inches above insulation ❑Face-stapled, backed batts ❑Poly plastic (greater than or equal to 4 millimeter thick) IgLow-perm paint HEAT PUMP EFFICIENCY: As listed in the ARI directory, heat pump efficiency shall be met as follows: ❑Split system, air source heat pump: HSPF greater than or equal to 6.8; COP greater than or equal to 3.0 ❑Single package, air source heat pump: HSPF greater than or equal to 6.6; COP greater than or equal to 3.0 ❑Water source heat pump: COP greater than or equal to 3.8 ❑Ground source heat pump: COP greater than or equal to 3.0 CENTRAL COMBUSTION HEATING SYSTEM AFUE: As listed in the GAMA Directory, the central combustion heating system AFUE rating shall be: ❑Greater than or equal to .78 (Med. Prescriptive Options & Chap 5 Calculation) ❑Greater than or equal to .74 (low Efficiency Options) ❑Greater than or equal to .88 (High Efficiency Options) []Other (as per Systems Analysis Qualification) C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\YCFWUM82\Checklist-Indoor Air Quality Am 2006 Washiti,gton State Energy Code - Prescriptive TABLE 6-1 PRESCRIPTIVE REQUIREMENTS" FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Glazing Glazin U-Factor a Wall" Wal" Wall* Slabs Option Area10: Door Ceitingz Vaulted Above int ext Floors on %of Floor Vertical Overhead" U-Factor Ceiling Grade Below Below Grade Grade Grade 1. 10% 032 0.58 0.20 R'38 R-30 915 R-15 R-10 R-30 R-10 Ct.* 15% 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 III. 25% 0.40 0.58 0.20 R-38/ R-30/ R-21/ R-15 R-10 R-30/ R-10 Group R-1 U=0.031 U=0.034 U=0.057 U=0.029 and R-2 Occupancies Only 1V. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 Group R-3 and R-4 Occupancies Onh, V. Unlimited 0.35 0.58 0.20 R-38/ R-30/ R-21 / R-15 R-10 R-30/ R-10 Group R-1 U=0.031 U=0.034 U=0.057 U=0.029 and R-2 Occupancies Only * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example,if a proposed design has a glazing ratio to the conditioned floor area of 13%,it shall comply with all of the requirements of the 15%glazing option(or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv'denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both(a)the distance between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and(b)there is a minimum I-inch vented airspace above the. insulation.Other single rafter or joist vaulted ceilings shall comply with the"ceiling"requirements.This option is limited to 500 . square feet of ceiling area for any one dwelling unit. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10,or on the interior to the same level as wails above grade. Exterior insulation installed on below grade walls shall be a water resistant material,manufactured for its intended use,and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material,manufactured for its intended use,and installed according to manufacturer's specifications. See Section.602.4. 7. Int.denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8- This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9- Doors,including all fire doors,shall be assigned default U-factors from Table 10-6C. 10. Where a maximum glazing area is listed,the`total.glazing�areai-(combined_vertical:plus overhead)as a percent of gross conditioned floor area shall be less than or equal to that value Overhead glazing`-wi[I U�factor of U=0.40 or less is not included in glazing area limitations. ! Ir— ---� 11. Overhead glazing shall have U-factors determIined in accordance with NFRC 100 I Is specified in Section 502.1.5. 12. Log and solid timber walls with a minimum average thi&ness of 3.5"-anre,xeip fr"ol this insulation requirement- CITY OF PORT TOWNSEND D S D Effective July 1,2007 2006 Edition o�Qoar rowy�� !Y City of Port Townsend STORMWATER UTILITY MPERVIOUS SURFACE OWNER_ f f�bc d Nun�c,•h�l�l DATE: 7.30 -D7 PROPERTY ADDRESS: 1 Y3 21 S-1- IMPERVIOUS SURFACES: y(�,$a y square feet UBcd—permi(s1f1BUILDINGVmpervious Surface fim.doc I I It 5/99 I i OF PORT T�k y� City of Port Townsend Invoice Development Services Department 250 Madison Street,Suite 3,Port Townsend,WA 98368 Date: 19-AUG-09 (360)379-5095 Invoice# 995 HABITAT FOR HUMANITY OF EAST JEFFERSON COUNTY PORT TOWNSEND WA 98368-0658 Application No BLD09-139 Project: NEW SFR Application Type Residential-Single Family-New Parcel r 948313603 Subdivision: EISENBEIS ADDITION Block/Lot Site Address: 1433 21ST STREET Description Fee Amount Paid/Credit Balance Due Plan Review Fee S798.82 S0.00 S798.82 Energy Code Fee-New Single Family Unit S100.00 $0.00 S100-00 Mechanical Permit Fee per Dwelling Unit- S150.00 S0.00 S150.00 New Residential Plumbing Permit Fee per Dwelling Unit- S150.00 S0.00 S150 00 New Residential PLAN REVIEW DEPOSIT 150 S150.00 $150.00 S0.00 PLAN REVIEW REFUND 150 S150-00 S0.00 S150.00 Building Permit Fee S1228.95 S0.00 S1228.95 State Building Code Council Fee S4.50 S0.00 S4.50 Technology Fee for Building Permit S24.58 S0.00 S24.58 Record Retention Fee for Building Permit S10.00 S0.00 S10.00 Site Address Fee S3.00 S0.00 S3-00 Total Fee Amount: S2769-85 Total Paid.'Credits: S150.00 Balance Due: $2619.85 P 730 C -q) (0 v Page 1 O�pOPi TOY 2 o mo Receipt Number: a:..:' NO ... ,em s IR ..1i "Receipt Date 08/20/2009 , - Cashier SF�O STER_ � Payer/Payee Name -HABITAT FOR Hyy..U..�MANI'f99YOF�EAST _{ r <<. 8% F :, .... n, ... „, >. ..','lY "� r"�.:�.�._:, ?S'` 3•x �93 ..e '1;. "•'•+�`,. IN R 151, : Ongmal Fee ti Arr oust Permit# Parcel Fee Descn t'ron Amount Paid Bhe alance BLD09-139 948313603 PLAN REVIEW REFUND 150 $150.00 $150.00 $0.00 BLD09-139 948313603 Building Permit Fee $1,228.95 $1,228.95 $0.00 BLD09-139 948313603 State Building Code Council Fee $4.50 $4.50 $0.00 BLD09-139 948313603 Technology Fee for Building Permit $24.58 $24.58 $0.00 BLD09-139 948313603 Record Retention Fee for Building Per $10.00 $10.00 $0.00 BLD09-139 948313603 Site Address Fee $3.00 $3.00 $0.00 BLD09-139 948313603 Plan Review Fee $798.82 $798.82 $0.00 BLD09-139 948313603 Energy Code Fee-New Single Family i $100.00 $100.00 $0.00 BLD09-139 948313603 Mechanical Permit Fee per Dwelling Ui $150.00 $150.00 $0.00 BLD09-139 948313603 Plumbing Permit Fee per Dwelling Uni $150.00 $150.00 $0.00 Total: $2,619.85 t� � < PreviousPayment HIstoryM RepD R 09-0545 07/15/2009 PLAN REVIEW DEPOSIT 150 $150.00 BLD09-139 P aymerit "Check Payment Method ` Number s Amount CHECK 5911 $2,619.85 Total: $2,619.85 genpmtrreceipts Page 1 of 1 OF PORT TOW Receipt Number: 09-0545 Receipt Date: 07/15/2009 Cashier: SWASSMER Payer/Payee Name: HABITAT FOR HUMANITY OF EAST Original Fee Amount Fee Permit# Parcel Fee Description Amount Paid Balance BLD09-139 948313603 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 Previous Payment History Receipt# Receipt Date Fee Description Amount Paid Permit# Payment Check Payment Method Number Amount CHECK 5851 $150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 ��og - 139 � rO� City of Port Townsend poar�° Development Services Department BUILDING NUMBER APPLICATION Name of Property Owner:. � A Mailing Address: Pt T�6X (7�15I `Part- root k&"a l�✓� °L 5S3 6 g' Telephone: I(:�> O a O 27 Property is located in: Addition: OSEA ElS Block(s): 116 Lot(s): Faces/Access is from: 2- 1 sr SIYV- Street Parcel Number 914 63 l 3(,b3 Directions to the Propertv (draw vicinity map on back) —FL,,, st off If this is a new ADU, has a building permit been applied for? _Yes No Date: Notes: 2 HOUSE NUMBER ASSIGNED: 3 - _ I STYE !1,Date of Approval: %✓ - , For Department Use 0n1j,: �w err T', Application Fee Received ($3.00, TC 2200): Copy to: ❑ Finance ❑ Fire Dept ❑ Post Office ❑ Sheriff ❑ Police (Lyn) ❑ GIS ❑ Public Works ❑ DSD database ❑ Assessor's Office For address changes: ❑ Qwest Address Management Center 206-504-1534 http://ptimaging/DSDBuiIding_FormsBuilding Permit Packet/Application-Address Numbecdoc;6/12/06 p 4 3 2 1 4 � 2 � 9 T 2 V j N 1 21 7 8 5 677 8 5 © 7 8 5 6 7 21 st St. 14 I33 Z.I srs-r; 21st St. 3 2 1 4 3 ' 19, 2 4 3 D C`7 2 2 Ti 1 5 6 7 8 2 c; 5 6 7 141 7 5 13 M M 7 8 �' 6 1 5 110 7 20th St. 4 4 3 2 1 3 2 1 3 ❑ 2 2 1 , 0 0 ! w W ° . Q co ti U Q : Q ti > �❑ ❑ 8 1 10 ; �� 13 0 > 12 d 5 6 ISO Rl� 5 6 1 TH7 8 DI VVEkY VACATED 2-1-83 _. Di scovery Rd. n.� 4 37 2 1 4 1 3 1 2 1 / �21 4 3 RICHARD BERG ARCHITECTS, P.G. 200q DATE: 1/10/0q FIVE BEDROOM RESIDENC E FOR H I TAT FOIR HU � AN7k,,zzr `� 1 - SCALE:AS SHOWN PROJECT DESCRIPTION: I00'-0" v 51NGLE FAMILY RESIDENCE RECOPY � SITE ADDRESS: 21st STREET CONCRETE ® v"_ T E - - - - - - - - - - - t�® FOR CODE ~ - - - - CE PORT TOWN5END,WA g8368 T LANDING I - - - - - - - - - - -4'X4' - - - - - - - - - - -OTREE I . d �o A OWNER ADDRESS: I o PO BOX 655 m COVERED _ IU PORT TOWN5END,WA g5568 DRYWELL PORCH I LU o I20 SF PHONE #360-31g:282"i G.B. _ I -- Z- CONTRACTOR: I 2(0-01 HA$ITAT FOR HUMANITY (OWNER) PHONE # 360-31g 2821 15'-0" I ,I 20 0" 10'-0" ZONING: R-II S.F.R. STORAGE r- I _ 1,412 SQ. FT. I GRAVEL 1NAI.KWAY lot-oil DESCRIPTION: Q I 10'-O I SHED 32 I 4 I Q E15ENBE15 ADDITION BLK 136 LOT 3 LOTS OF REG #541,22 TAX PARCEL #: 5148313603 "TREEL , j GRAVEL z Z I I PARKING 15'-0111 EXISTING TREES r-- g'X20' I x } CODES: I I z Lu 2006 I RG,2006 WSEG 8 VI AG I I TO BE REMOVED ; S I 55-I -�-� 5 p � Lu DRYWELL --T WA5HINGTON STATE ENERGY CODE 2006 I I GRAVEL PRESCRIPTIVE OPTION V: 28'-0" I 4�'-0" I PARKING � � WINDOWS SHALL HAVE MIN.U=0.35 I I q'X20' _ CEILING INSULATION = R-38 I V — — ELE HONE FLOOR INSULATION = R-50 --o ---------------------------i-J WALL INSULATION = R-21 � - - - C.B. - - - - - - TREE W LOT COVERAGE: SQ. FT. METER WATER LOT AREA 5,000 PROPERTY LINE — BUILDING FOOTPRINT 1,412 EXISTING TREES ON 51TE TO BE Z n TOTAL LOT COVERAGE 1,412 SET BACK LINE SAVED AND PROTECTED 5665 LOT COVERAGE 2q.4% DURING CONSTRUCTION U.N.O. M`GISSS EREO MAX. COVERAGE 55% �1�tGitTECT O d NORTH _.___ ._ -_ __-- �� � (- IMPERVIOUS AREA: SQ. FT. I T L4 Y�1- �' �i �v� j i 1 r� z XX L J L� RKHAR"D C. N. SE � v �/ 13 Z A&ROOFPRINT 1,164 I I t I £TATE OF wAsrsMM Lu ® tn w DRIVEWAY,PARKING,WALKWAY 515 50ALE: I" I!� 215T STREET w L 0 Z TOTAL IMPERVIOU5 AREA 2,342 -41 �� J U L 1 5 •. NORTH ` OL p IMPERVIOU5 AREA 4 ,5% \/ CITY OF PORT TOt4'i`ISGVO X I I I T� FLOOR AREA: 50. FT. e u �IAF — MAIN FLOOR I,412 N.T.5. SITE OL TOTAL HEATED 1,412 COVERED PORCH AND SHED 152 INDEX TO DRAWIN65 NOTE TO OWNERS CONTRACTORS AND BUILDING OFFICIALS: AI.O 51TE PLAN 8 PROJECT INFORMATION SHEET: I. THESE PLANS ARE INTENDED TO CONTAIN ALL INFORMATION REQUIRED TO DEMONSTRATE COMPLIANCE WITH APPLICABLE BUILDING AND ZONING GORES. IN CASE OF ANY INFORMATION THAT A2.1 MAIN FLOOR PLAN APPEARS TO BE LACKING,PLEASE CONTACT THE ARCHITECT IMMEDIATELY. A3.0 FOUNDATION PLAN 2. THESE PLAN5 CONTAIN THE MAJORITY OF THE INFORMATION REQUIRED TO BUILD THE STRUCTURE 5HOWN ON THE PLAN5. HOWEVER, IT 15 NOT P0551BLE TO ANTICIPATE EVERY PIECE OF INFORMATION A5 0 ELEVATIONS A1 .0 NEEDED FOR CONSTRUCTION.THE ARCHITECTS HAVE MADE A GOOD FAITH EFFORT TO STRIKE A REASONABLE BALANCE BETWEEN PROVISION OF INFORMATION AND 005T OF THE PLANS. THE PLANS AG I ELEVATIONS WILL INEVITABLY CONTAIN MINOR DISCREPANCIES AND AREAS LACKING IN 5PEGIFIG INFORMATION. DURING THE COURSE OF CONSTRUCTION, AS THESE AREAS EMERGE,THEY WILL REQUIRE ATTENTION WALL SECTION DETAIL AND RESOLUTION. THE BEST RESOLUTION OF ISSUES OF THIS TYPE 15 MOST OFTEN ACHIEVED THROW A JOINT DECISION MAKING PROCE55 INVOLVING THE OWNER5, ARCHITECT AND GONTRAGTOR(5). gyp(} I�UL�IS �v�r u i c ... I.....-............. ..�...._.-.. ' COM- - GRETE STOOP WITH G RICHARD BERG ARCHITECTS,P.G. 2001 DATE: 7/10/0q �— GON O / 5TEP5 TO GRADE A5 REOUIRED SGALE:1/4" = 1'-0' 46-0 STEP HEIGHT 1-3/4" MAX.,RJN 10" MIN, SAr i 6'-0" 10'-q" 2'-3" 2'-0" 5'-8" 3' 10" 3_ N(r p �'_p" �- i 4�_p�� V 4-p 2030 4'-0" 4x DF #2 BE4040 K/ AM ABOVE 2050 W/VENT L_! _1 0-AN6 4 *A° 00 Whole House Ventilation O Section R310. 20 1RC X4.2 m = `r r I s g' p All sleeping areas are to be provided — Q Each habitable room to be provided iu with egress opening shall have a I with fresh air per the {�� Q -� -,z-- minimum of 5.7 sq. ft. p ,Ip W O _ W.S.V.I.A.Q.C. _ (� ° m o Ip� lS- ' _ ( minimum height of opening, 24" t 100 GFM 100 cF� ttt�E �' V ~ X minimum width of opening, 20" I\ HOOD —I _ 00 1"-Q�ILi �y MASTER \ KITCHEN p 0 - o c BEDROOM �O _4)Z150 � GFM MED.. REF 5D GAB. Z - \ REGISTERED11-06 � Q A d T 45 d �-O° '\- INTERIOR BRACED WALL �- TOOL q'-Ip" �68 0' in PANEL PER 2006 IRG SHED , O SECTION R602.10.5,TYPE 3 R!C!lD,RD C. r✓. ErEV^ o d) COVERED ry STATE of wAs!!sNGTorr PORCH 6 BI-FOLD z2068 PANTRY CONCRETE -yam j►L 3068 PAD - - - - - DINING Z 51 oil S-E; BATH 2668 SD GFM F ^, o WHF HWH Srl',A? PT � F� ?tNh „ � o O �22X30� LAUNDRY E'ER `/3 PotNl"S cv m 4-0 �� �i �� �ATTIC 0 _ 0 G MED. ATTIC, 3068 - - -- - - - - 117z n p o o GAB. LAJELJ 5' BI-FOLD - `~ 5' BI FOLD - - O cy 4x6 D #2 EAM ABOVE dJ Q 5D 5D 2868 Z c`n f\ - 6' BI-FOLD - - 5D O dJ d tL.. tt� ��68 5D I X 5D 8'-0" 4'-8" 2'-6" 6'-6" 0 o p LL z OK Section R313 -Smoke Alarms. BEDROOM #3 BEDROOM #4 0 BEDROOM#5 To be located in each sleeping room IL and outside of each sleeping area in the INTERIOR BRACED WALL m r o — O o { vicinity of the bedrooms. Interconnected PANEL PER 2006 IRG (L 0 110 volt with battery backup. SECTION R602.10.3,TYPE 5 o i 2050 W/VENT 4040 W/VENT 4040 W/VENT 2050 N VENT I SHEET: I � / 4'-0" L 4'-0" 10'-5" I'-li" 4'-10" 4'-611 5'-j" 5'-3" 6'2" 5'-0" e NOTE: HATCH DENOTES Adel 12'-4" q'-4" 10'-10" p 2'-4"/ n I I'-2" PER 20062006 1IRG R602L10.3, I I Id oQ% �-- - -�TYPE 3_-- -- U ULMLLD UUU U ,� f � �. .:`''. �l F i + > � r a � t- �.n �. c-,� �f © RICHARD BERG ARGHITEGT5,P.G. 200Q DATE: 11601 461-0" 3„ SCALE:1/4' = 1'-0 22'-b" 41-0" v CONCRETE N F- y LANDIN6 . _ m � � N 3/0 x 2/0 MIN. w � AB44 4-o GRAWLSPAGE CONCRETE WALL (SEE 5ECTION) P05TBASE ,°fl-;-a5 AGGE55 .9 " m < Q� .. � , Under floor Inspection Required Inspection of under floor framing to be performed prior to installation of floor sheathing THICKENED CONCRETE SLAB ON Q CONCRETE =� v GRADE W/ n SLAB ON p GRADE Vd/ r 4x4 P05T 4 FOOTING,TYP.(5EE 5EGTION) EDGE O THICKENED o a� EDGE L� 51MP50N LGN45 0 21_0" 4 El4xb GIRDER 4 LL m � 51MPWN LC-4JM4b 51_l2lIlk 5'--►�" _ cn AB44 O Q GRA&5PAGE Po5TBA5E w &-MIL POLI'ETHYLENE VAPOR BARRIER � LL VENTILATION: " 1-- 1313 5.F. / 130 = 1.5 5e65 q.3 / .Sq = 10.4 — WERED II VENT5 RE CHITECT OL A I/ I- HARD C. N. P.M- STATE STATE Qf WgSHlNGTQN SHEET A5 .0 © RIGHARD BERG AROHITEGTS,P.G. 200Q DATE: 7/10/Oq RIDGE VENT,TYP. %ALE:1/4" = 1'-0' v !Z. 12 /- HARDI-SHINGLE 51DIN6 5 p ABOVE TRIM SAND ~ v (FRONT ELEVATION ONLY) i Q T.O. TOP PLATE --- --- ------- -- -------- ------- - ------- ----- - - - ---- - ------------------------- Lu m Nita ------------ -- - -- - - - �o s < 1 04 P05T j I HARDI-PLANK SIDING 4X4 P05T ® j❑ T.0. 5U5FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FRONT ELEVATION } LLJ 5GALE: 1/4" = I'-0" -j >LLJ 12 5 p � m < T.O. TOP PLATE ------ - - ---------- ------------- -------------------- --- -- -- -- - -- Z � xo ❑ ❑ 5665 "" REGISTERED - ILL 3 �.�iCH1T6CT W(Y p RICHARD $?ATE CF WASHlN=N IZ T.0. 5UBFLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHEET: E3ACX ELEVATION A5 .0 5GALE: 1/4" = 1'-0" Q RICHARD BER6 ARCHITECTS, P.G. 2009 DATE: 1/10/01 9GALE:1/4" = 11-0' 1 1 I I I L L1 l LI_I I LI_L I(_LL_Ll LI I L!LJ L�_� LL_I -LI L1 I I I_�-I FIBERGLASS i I ' I I i ! i I I I i i I i' I I I ! I ' !I ! SHINGLES III IIII ' 11 '�JII I��! I !I I I I I ��I U ! I J I I_ l I �_I !I I !I I I I I I I Ii I I I_!_ L E I I I I I ! I I ! Ih I I i I�I ! ( I 0. I I II I I I I l i i t LU I I ILU I I I _ I I LILI_I�1'JIJI ILU I� I I I _ I I II 1 1 I du LLL I II II UJ LU I I I _J I I I I I I II I I I ` ' T.O. TOP 0 I PLATE I I J MLLI 11I II III I I �I I I I I IIIII ! III I! I� I 1 IIIII I U ! 11 Ll i ! I�1111J I I I III I I III I I_ ! I I �U11 J IIIII I I_1JI__�11 II_11iI�_J11_I11i I1 I!_ I 111_�_Lil_11_I111_I!_1LU_!_I_ll I_II _! I I ! 1!_1LL1_I1-U11-!!_I111!-J1U_II-U_�iJ1 ! 11�I_�1LLII_►_�_IL J11_I 11_Jll_!_I'_U_UJI_J11111.1�IJ_ll_J_�JI_J1 ------ --- -- m WOOD AC r COLUMN HARDI-PLANK IIIIIII SIDING Its) T.O. 5U LOOR Z - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- RIGHT ELEVATION > 5GALE: 1/4" = 1'-0" LU UA 11 I! (�---1L_L�L:.J f ►. I III IIIIIII I I LJJ I► I JL I_I_I I LI_ i I IL I I �_l11�L ! I I I I UL1'LiJ I �_�I !J I! � I I�U I I U_l�J LU�L_� I�111 KLI-11L I I I U�I� LIJ 1 11 LL I I LL1 I I L1J ! I11 U_111 IJ IJ LI 1 I I I !1 ! U I I I I I IJ !I L I I I LI! LI I�I I I 1 1 I �J I I� I II I II I I I I �I ILi� J_ I! � II II I I III I 11 I I ! III I II I II I i II I I ;I ! I III lI �LI IIIIIII itLL II ��I� II E I ! ( IIII I l l ll l !i I �I !J I I I ! LA ! LJ u I I I I III I I I I I LLI�I LIJ I I l I I I I I I I I I I I LU I I I l I IJ I! ��I I I I LI �L 1�LU I I� I_ LI IJ IJ IJ L I LIIII I I I I I I I I IJ LI LI IT.O. TOP I ! ! !' ' I ! I ! III ! ! ! ! I I PLATE I I ! I�11 I I 1_LI LLJ ii1_ 1 I I LI !! � ! �� s _____ ICI_ II_�i_l1_11J�1�J1_IL�1_ II_ _1 11 0 u II_1111.11_LI I I II 1 I 1111�1_ II_LI_l1_l1_L11�1111 _II_�I_l�_�11�1L1111�1_ll_LI_I�_�1�11_II 1��J_il_L1_�I_HJ1 JI.1��i_11_�l_1�_I 11�11J1 �1_11_�l__- oQi uX : [p 5665 REGIS,TE I ED Qk U.— O 3 AR HIT x� p- p RICHARj-) C. N. C• STATE OF WASHIN raN QO— LOOR T.O.- - - - - - - - - SHEET: LEFT ELEVATION A5 . 1 5GALE: 1/4" = 1'-0" TYPICAL ROOF ASSEMBLY: ASPHALT COMP. SHINGLES R-3 #15 BUILDING PAPER 1/2" OSB SHEATING 12 R-35 BLOWN IN INSULATION L RAISED HEAL TRUSS @ 24" O.C. 6 �Q Washington State Energy Code. 5 4 X 6 FASCIA BOARD ,= R-value markers to be installed at least one / p�cvC_KtN�.— o for every 300 sq.ft.facing the attic access. WITH ATTACHED ALUM. Markers shall be affixed to the truss or joist Q and marked with the minimum insulation K-SHAPE GUTTER, TYP. �I thickness. PROVIDE EAVE VENTS IN EACH RAFTER BAY AND 1 1/2" HI @EACH TRUSS AIRSPACE ABOVE INSULATION R802.10.1 Truss design drawings. Truss w design drawings shall be provided with shipment of trusses and must be on site for Q- framing inspection. 0 u�?,�.. ..9.._1./2,,. VERSARIM ...DOUBLE . ._ _ ..__....._. ... :__ o . ... • �� —JFOR OPENINGS 6' AND OVER o 0 ALL GLA71KC .40 U VALOR BETTER r TYPICAL WALL ASSEMBLY: 7 TYPICAL FLOOR ASSEMBLY: SIDING PER ELEVATION FINISH FLOOR PER PLAN WHERE REQ'D AT #15 BUILDING PAPER 3/4" T&G SHEATING BRACED WALL PANEL: 1 " RIDGID FOAM INSULATION R30 BAIT INSULATION 1/2 RIDGID FOAM INSULATION 2 X 6 STUDS @ 24" O.C. 2X6 /. " 1/2" OSB SHEATHING R21 BATT INSULATION VENT MUDSILL 1tact� 50�STS P�tz FRAMING >Pc.Ru 1/2" GWB W/ V.B. PRIMER _ Z l( ( �prP..cµ�t��-t sL-zC-oMMWJPS CANFIAMA'noij o# S6J$T SM6 1111�y E501SE GASGAOE, SLOPE FINISH GRADE AWAY 10 I I= I =111 TOP FLANGE FROM STRUCTURE, TYP. , _ —III Z =1 I—III HANGERS RAINWATER LEADER DRAIN =III=III J I I—I 11=1 I I ' 4" SOLID PVC —III—III II1=1I1=1Ile PROVIDE 4" DIA. CONT. 12 6 MIL. POLYETHYLENE FOOTING DRAIN, TYP. VAPOR BARRIER, TYP, STEWART RESIDENCE DRAWN BY: CMG WAS' SECTION - LOW RISE FRAMING DATE: 03.09.09 REVISED: 8 1/2" = 1'-0" ®� HABITAT FOR HUMANITY DRAWING NUMBER: EAST JEFFERSON COUNTY i TEL. 360.379.2827 A8 . 0 I e Project: HABITAT HOUSE Jesse Thomas Page Project: HABITAT HOUSE r!`-' Jesse Thomas Pa9 Location: PORCH ROOF BEAM M gr• r= / Location: TYPICAL ROOF HEADER ��®� ��, Richard Berg Architects Richard Berg Architects Roof Beam -�r�x or Roof Beam c 719 Taylor St. of '� 719 Taylor St. Y [2006 International Building Code(2005 NDS)] Port Townsend,WA 98368 [2006 International Building Code(2005 NDS)] _ Port Townsend, WA 98368 3.5 IN x 5.5 IN x 6.0 FT (3) 1.5 IN x 5.5 IN x 4.5 FT #2- Douglas-Fir-Larch- Dry Use StruCalc Version 8.0.99.0 7/10/2009 4:41:04 PM #2-Douglas-Fir-Larch - Dry Use StruCalc Version 8..0.99.0 7/10/2009 4:4128 PM Section Adequate By: 10.4% LOADING DIAGRAM Section Adequate By: 63.6% LOADING DIAGRAM Controlling Factor: Moment Controlling Factor: Moment DEFLECTIONS Center DEFLECTIONS Center Live Load 0.10 IN U697 Live Load 0.04 IN U1375 Dead Load 0.05 in Dead Load 0.03 in Total Load 0.15 IN U481 Total Load 0.07 IN U827 Live Load Deflection Criteria: U240 Total Load Deflection Ci eria: U180 Live Load Deflection Criteria: U240 Total Load Deflection C i eria: U180 REACTIONS A REACTIONS A a Live Load 825 lb 825 lb Live Load 956 lb 956 lb Dead Load 370 lb 370 lb eft Dead Load 634 lb 634 lb 4.5 ft Total Load 1195 lb 1195 lb !. Total Load 1590 lb 1590 lb Bearing Length 0.55 in 0.55 in j Bearing Length 0.57 in 0.57 in BEAM DATA ROOF LOADING BEAM DATA ROOF LOADING Span Length 6 ft Side One: i Span Length 4.5 ft Side One: Unbraced Length-Top 0 ft Roof Live Load: LL= 25 psf Unbraced Length-Top 0 ft Roof Live Load: LL= 25 psf Unbraced Length-Bottom 0 ft Roof Dead Load: DL= 10 psf Unbraced Length-Bottom 0 ft Roof Dead Load: DL= 15 psf Roof Pitch 5 :12 Tributary Width: TW= 10 ft Roof Pitch 5 :12 Tributary Width: TW= 16 ft Roof Duration Factor 1.15 Side Two: Roof Duration Factor 1.15 Side Two: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf MATERIAL PROPERTIES Roof Live Load: LL= 25 psf #2-Douglas-Fir-Larch Roof Dead Load: DL= 10 psf #2- Douglas-Fir-Larch Roof Dead Load: DL= 15 psf Base Values Ad'u eanbutary Width: TW= 1 ft Base Values Ad'u eaributary Width: TW= 1 ft Bending Stress: Fb= 900 psi Fb'= I ad: WALL= 0 plf Bending Stress: Fb= 900 psi Fb' = 1 adx_ WALL= 0 plf Cd=1.15 CF=1.30 SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Cd=1.15 CF=1.30 Cr-1.15 SLOPE/PLTCH ADJUSTED LENGTHS AND LOADS Shear Stress: Fv= 180 psi Fv'= u d Beam Length: Lad = 6 ft Shear Stress: Fv= 180 psi Fv' _ u d_Beam,,-r. the Ladj = 4.5 ft Cd=1.15 Beam Self Weight: BSW= 4 plf Cd=1.15 Beam SeIf W"ght: BSW= 5 plf Modulus of Elasticity: E= 1600 ksi E'= EkGUniform Live Load: wL= 275 plf Modulus of Elasticity: E= 1600 ksi E'_ Q*%"Uniform Live Load: wL= 425 plf Min. Mod. of Elasticity: E_min = 580 ksi E_min' = "Uniform Dead Load: wD_adj = 123 plf Min. Mod. of Elasticity: E_min= 580 ksi E_min'= WbkWniform Dead Load: wD_adj = 282 plf Comp.-L to Grain: Fc--L= 625 psi Fc-J-'_ WaNniform Load: wT= 398 plf Comp.-L to Grain: Fc--L= 625 psi Fc-J-'= WaNniform Load: wT= 707 plf Controlling Moment: 1793 ft-lb Controlling Moment: 1789 ft-lb 3.0 ft from left support 2.25 ft from left support Created by combining all dead and live loads. Created by combining all dead and live loads. Controlling Shear: -1028 lb Controlling Shear: -1272 lb 5665 At a distanced from support. At a distance d from support. REGISTERED Created by combining all dead and live loads. Created by combining all dead and live loads. RqHITCCT Comparisons with required sections: Reo'd. Provided Comparisons with required sections: ReQ,d. Provided ;= Section Modulus: 15.99 in3 17.65 in3 Section Modulus: 13.87 in3 22.69 in3 RICHARD C. N. REQ^ Area (Shear): 7.45 in2 19.25 in2 Area (Shear): 9.22 in2 24.75 inZ�: 'n'" � ofwnsHrNCTON -- Moment of Inertia (deflection): 18.15 in4 48.53 in4 Moment of Inertia (deflection): 13.58 in4 62.39 in4 Moment: 1793 ft-lb 1979 ft-lb Moment: 1789 ft-lb 2925 ft-lb Shear: 1028lb 2657lb Shear: 1212lb 3416lb NOTES NOTES ae Project: HABITAT HOUSE Pace i Project: HABITAT HOUSE Jesse Thomas ., Jesse Thomas P 9 � Location: FLOOR GIRDER _ / Location: FLOOR JOISTS Richard Berg Architects I Richard Berg Architects Multi-Span Floor Beam _,-�.. of Floor Joist 719 Taylor St. of 719 Taylor St. Y [2006 International Building Code(2005.NDS)] Port Townsend WA 98368 [2006 International Building Code(2005 NDS)] Port Townsend, WA 98368 , 3.5 IN x 7.25 IN x 17.25 FT(5.8+ 5.8+ 5.8) SERIES 5000 1.7/9.5- Boise Cascade x 31.0 FT 0 5.5+ 1 #2- Douglas-Fir-Larch -Dry Use StruCalc Version 8.0.99.0 7/10/2009 4:41:18 PM Section Adequate By: 18.3% StruCalc Version 8.0.99.0 7/10/2009 4:41:46 PM Section Adequate By: 1.5% LOADING DIAGRAM Controlling Factor: Deflection LOADING DIAGRAM Controlling Factor: Moment DEFLECTIONS Center Right DEFLECTIONS Left Center Riq I Live Load. 0.33 IN U568 0.33 IN U568 Live Load 0.07 IN U1057 0.04 IN U1549 0.07 IN 1057 Dead Load 0.05 in 0.05 in Dead Load 0.01 in 0.00 in 0.01 in Total Load 0.38 IN U495 0.38 IN U495 Total Load 0.08 IN U897 0.05 IN U1519 0.08 IN 897 Live Load Deflection Criteria: U480 Total Load Deflection C eria: U360 Live Load Deflection Criteria: U360 Total Load Deflection C eria: U240 REACTIONS A B C REACTIONS A B C D Live Load 362 lb 1033 lb 362 lb Live Load 1604 lb 4278 lb 4278 lb 1604 lb Dead Load 78 lb 258 lb 78 lb Dead Load 369 lb 1015 lb 1015 lb 369 lb Total Load 439 lb 1292 lb 439 lb 15.5 ft -15.5 ft Total Load 1973 lb 5293 lb 5293 lb 1973 lb 5.75 ft B 5.75 ft C -5.75 ft I Bearing Length 1.75 in 3.50 in 1.75 in Bearing Length 0.90 in 2.42 in 2.42 in 0.90 in Web Stiffeners No No No BEAM DATA Left Center Right FLOOR LOADING Left Center BEAM DATA Center Right JOIST LOADING Span Length 5.75 ft 5.75 ft 5.75 ft Floor Live Load FLL= 40 psf 40 psf Span Length 15.5 ft 15.5 ft Uniform Floor Loading Center. Right Unbraced Length-Top 0 ft 0 ft , 0 ft Floor Dead Load FDL= 10 psf 10 psf ( Unbraced Length-Top 0 ft 0 ft Live Load LL= 40 psf 40 psf Unbraced Length-Bottom 5.75 ft 5.75 ft 5.75 ft Floor Tributary Width Side One TW1 = 7.8 ft 7.8 ft Unbraced Length-Bottom 0 ft 0 ft Dead Load DL= 10 psf 10 psf Floor Duration Factor 1.00 Floor Tributary Width Side Two TWZ = 7.8 ft 7.8 ft Floor sheathing applied to top of joists-top of joists fully bracer` :Total Load TL= 50 psf 50 psf Notch Depth' 0.00 Wall Load WALL= 0 plf 0 plf 1.00 TL Adj. For Joist Spacing wT= 66.7 plf 66.7 pif MATERIAL PROPERTIES BEAM LOADING Left Center Right i Floor Duration Factor #2- Douglas-Fir-Larch Reduced Floor Live Load 40 psf 40 psf 40 psf MOIST PROPERTIES Base Values AftteKhtal Live Load 620 plf 620 plf 620 plf SERIES 5000 1.7/9.5- Boise Cascade 'usted Bending Stress: Fb= 900 -psi Fb'= 11�ap&Sead Load 155 plf 155 plf 155 plf Base Values Ad 1 _ram, Cd=1.00 CI=0.99 CF=1.30 Beam Self Weight 6 plf 6 plf 6 plf j Moment Cap: Mcap= 2460 ft-lb Mcap' = 2460 ft-Ib"-- " Shear Stress: Fv= 180 p si Fv = + 11$�taNio p p pad 781 If 781 If 781 if I Cd= 1.00 Shear Stress: Vcap 1475 lb Vca ' 1475 lb k '. Modulus of Elasticity: E = 1600 ksi E' = 1600 ksi Cd= 1.00 Min. Mod. of Elasticity: E_min = 580 ksi E_min' = 580 ksi ; End Reaction: Rcap= 950 lb Rcap'= 950 lb Comp. 1 to Grain: Fc--L= 625 psi Fc-1'= 625 psi Cd= 1.00 w/web stiffeners: RcapWS = 1125 lb RcapWS'= 1125 lb - Controlling Moment: -2922 ft-lb Cd= 1.00 Over right support of span 1 (Left Span) Interior Reaction: IRcap= 2100 lb lRcap' = 2100 lb Created by combining all dead loads and live loads on span(s) 1, 2 Cd= 1.00 Controlling Shear: -2303 lb w/web stiffeners: IRcapWS= 2350 lb IRcapWS'= 2350 lb At a distance d from the right support of span 1 (Left Span) Cd= 1.00 Created by combining all dead loads and live loads on span(s) 1, 2 E.I.: El = 160 lb-in2 El' = 160 Ib-in2 R Comparisons with required sections: Re 'd Provided Controlling MomenV2002 ft-lb 5665 A q �- REGISTEREO Section Modulus: 30.2 in3 30.66 in3 15.5 Ft from left support of span 3(Right Span) AA IT►_CT Area (Shear): 19.19 in2 25.38 in2 Created by combining all dead and live loads. L Moment of Inertia (deflection): 37.86 in4 111.15 in4 Controlling Shear: 646 lb :: '` Moment: -2922 ft-lb 2967 ft-lb 0.0 Ft from left support of span 3 (Right Span) RICHARD C. N ^� Shear: -2303 lb 3045 lb Created by combining all dead and live loads. sTATE of WASHINGTON NOTES Comparisons with required sections: Reg'd Provided E.I.: 135 in2-lb E6 160 in2-lb xE6 Moment: -2002 ft-lb 2460 ft-lb Shear: 646lb 1475 lb NOTES Page Project: HABITAT HOUSE Jesse Thomas Location: GIRDER FOOTINGS ti Richard Berg Architects Footing `' `` 719 Taylor St. of [2006 International Building Code(2005 NDS)] Port Townsend, WA 98368 Footing Size: 2.0 FT x 2.0 FT x 10.00 IN Reinforcement:#4 Bars @ 8.00 IN. O.C. E/W/(3) min. StruCalc Version 8.0.99.0 7/10/2009 4:42:08 PM Section Footing Design Adequate FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 1500 psf Concrete Compressive Strength: F'c= 2500 psi Reinforcing Steel Yield Strength: Fy= 40000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width: W= 2 ft Length: L= 2 ft Depth: Depth = 10 in Effective Depth to Top Layer of Steel: d = 6.25 in COLUMN AND BASEPLATE SIZE Column Type: Wood Column Width: m = 4 in �in� Column Depth: n = 4 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu = 10 i 323 psf Effective Allowable Soil Bearing Pressure: Qe = 375 pff Required.Footing Area: Areq 3.85 sf T 3 in Area Provided: A= .00 sf L Baseplate Bearing: Bearing Required: Bear dow Ib zft Allowable Bearing: Bear-A Beam Shear Calculations (One Way Shear): FOOTING LOADING Beam Shear: Vu1 = LivelMIC11b PL= 4278 lb Allowable Beam Shear: Vc1 = De%MWgb PD= 1015 lb Punching Shear Calculations (Two Way Shear): Total Load: PT= 5293 lb = Critical Perimeter. Bo = Ultimat"Ractored Load: Pu= 8063 lb Punching Shear:- Vu2= 6592 lb Allowable Punching Shear(ACI 11-35): vc2-a = 57656 lb Allowable Punching Shear(ACI 11-36): vc2-b= 77813 lb Allowable Punching Shear(ACI 11-37): vc2-c= 38438 lb Controlling Allowable Punching Shear: vc2= 38438 lb Bending Calculations: Factored Moment Mu = 24188 in-lb Nominal Moment Strength: Mn = 127575 in-lb Reinforcement Calculations: 5665 Concrete Compressive Block Depth: a = 0.46 in REGIMRED Steel Required Based on Moment: As(1) = 0.11 in2 R CHITCCT Min. Code Req'd Reinf. (Shrink./Temp. (ACI-10.5.4): As(2) = 0.48 in2 Controlling Reinforcing Steel: As-reqd = 0.48 in2 MHARD C. N Selected Reinforcement: #4's @ 8.0 in. o.c. e/w(3) Min. STATE of WASHINGTON Reinforcement Area Provided: As= 0.59 in2 Development Length Calculations: Development Length Required: Ld = 15 in Development Length Supplied: Ld-sup= 9 in Note: Plain concrete adequate for bending,therefore adequate development length not required. NOTES