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Home My WebLink AboutREAGAN AVE, 3621S BUILDING PERMIT " INSPECTION CAR® PROTECT THIS CARD FROM THE WEATHER 3621 REAGAN AVE, LT 5 NEW SFR (BASIC BS12 00011) Building ❑ Plumbing ❑ Mechanical ❑ Alarm/Sprinkler This Placard must be posted on or near building and the Permit &"Approved" plans must be at the site. Permit # BB13 00365 Call the following Agency Telephone Numbers for inspections: Building Department Inspections: (360) 473-5870 Water - Public Works: (360) 473-5927 PW - Public Works - Engineering_ (360) 473-5270 Kitsap Public Health: (360) 337-5235 Fire - Fire Department: (360) 473-5386 L&I - Dept. of Labor and Industry: (360) 415-4000 - Property lines shall be properly identified and marked before foundation footing inspection. Setbacks are measured to the finished wall structure. - Reinspection fee may be assessed if inspection has been requested when not ready or corrections are not completed. - Permit, approved plans, engineering, and inspection card shall be on site during construction or Reinspection Fee may be assessed. Inspection APP DATE Notes Foundation Footings, Property lines shall be properly identified -1 - ` `r% Foundation Walls / Hold downs 3 ' Plumbing Groundwork Underfloor Framing Inspection/Anchor Bolts & Washers/Hold Downs Shear Wall Panels/Braced Wall Panels t Mechanical Rough -In t-'' Plumbing Rough -In C{( (-ZS _1 70'PSt Gas Piping Pressure Test d4 I i'D PSt L&I - Electrical Cover Inspection Before Framing (State of Washington) FIRE - Fire Sprinkler/Fire Alarm Cover Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) t2,'� Insulation -Wall &04 (Z -I Sheetrock Nailing I Z— l 7-1 Paved Driveway & parking areas Insulation -Ceiling ; - Insulation - Underfloor I ti* I - Energy Code - Duct Testing - Provide signed affidavit toILA.�� Bldg Dept Energy Code - Air Leakage Test (Blower Door Test) !'JMO (3 ,. L&I - Electrical Final Inspection CLA PW - Final Inspection - Utilities FINAL BUILDING (360) 473-5870 All of the above must be approved. Approved Final Inspection grants occupancy for single-family residence only. Commercial structures require separate Certificate of Occupancy. nn AJ"r nl! f'TTDV T2TTTT nYNJO XA1TTTTl1TTT DTTTT nV%14" Y'%UDADTMTi TETT ADDDAVAT Page 1 oft BUILDING PERMIT INSPECTION CARD PROTECT THIS CARD FROM THE WEATHER 3621 REAGAN AVE, LT 5 NEW SFR (BASIC BS12 00011) Inspection APP DATE Notes FIRE - Final Inspection Final Inspection - Building FINAL BUILDING (360) 473-5870 All of the above must be approved. Approved Final Inspection grants occupancy for single-family residence only. Commercial structures require separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENTAPPROVAL Page 2 of Kitsap County Parcel Search KITSAP COUNI -Y GEOGRAPHIC INFORMATION SYSTEM Applications Parcel Search Voter Information Section Downloads Data Download Data Data Charge Request Links to .External Data Printable Maps Map Library General About Us Contact Us Home i.ast Updated: October 06, 201'1 Page 1 of 1 614, Division Street, MS -21 Port Orchard, WA 98366 KITSAP COUNTY PARCEL SEARCH ;€ #i 5 y( (4 } E, ! 3 � :.. „_.. € z Y i � cn t i .......... . 55��;°�=000 005-0001 X C�"-"'yright @ 2011 Kits'ap'County Tax assessment, property, and valuation 360.337.7160 questions: Tax payment questions: 360.337.7135 Permit and zoning questions: 360.337.7181 Zoom to an area:: -- Select Area --'Al". Search by Tax Account A full or partial tax account number may be entered. Search by Address Do NOT enter Street Direction (E,W,N,S) or Street Suffix (St., Ave., Blvd etc) A list of potential matches will be displayed. A , Search by Taxpayer Enter last name first ora partial name Show 2009 Imagery (1:24,000) Show 2007 Imagery (1:24,000): (] Show Tax Account ID: (" ) Show Contour Lines:_ DISCLAIMER: This map is intended for display purposes only and is not intended for any legal representations. Copyright ©1995-2011 Kitsap County GIS. All rights reserved. Suppoft Privacy Policy Disclaimer Comments http://kcwppub3.co.kitsap.wa.us/ParcelSearch/map.asp?Cmd=Z... 9/16/2013 DEPARTMENT F N O COMMUNITY DEVELOPMENT BUILDING DIVISION I CITY• 345 — 6th Street, Suite 600 Bremerton, Washington t (360) 473-5275 INSPECTION REPORT PERMIT #: � � ADDRESS: Date: r �z 7� Date: Z ✓ -�J Phone: q` INSPECTOR Site Address: PERMIT CEN R l3 � r � � R�..SIDE1'�T1 IMS Building Permit Application I I. Snits 600 ` 13rc)ncrion ' 11'11 ' 983,17-1873 C 0 \ " +t rr�r.c•i.hrcn)rrtcn).�ra.us X Atllhorized'Veil( i C2 OLDn11 nu)uuitv I)CCClopincnt ' 3I•i - ()LI, it (3,60) 173-:1273 ' Fax (360) 173-52 O%vIlcr 0 colitractor 3621 Reagan Ave. To apply for a property address, contact )lic Works at (360) 473-5270 CONTRACTOR: Highmark Homes OWNER: Address: 16400 Southcenter Pkwv #21 ddress: Cit ,State; Zi .0 wi a, WA 98188 Cit- ; State, Zi License # & Ex . DateH IGHMHL904R7 1 2-27- one #: -•—)- Coniact Name: Thomas Tollen 14 Authorized Agent Name: Mike Goral Contact Phone #: 253 891-4388 Address:1 6400 Southcenter Pkwy. #21 Email addrWmast@windermere, com Cit , State, Zi . •Tukwila WA 98188 Tax ID/Parcel #: 5565-000-005-0001 Phone#: (253) 255-5532 Sewer [_� Septic Ermail addres �O�ddition I-:: t �IPw Construction i�j Alteration NEW SINGLE-FAMILY RESIDENCE RESIDENTIAL REBUILD NEW DUPLEX i ��t �] RESIDENTIAL ADI )ITiON � �— 1— RESIDENTIAL REPAIR ❑j NEW MANUFACTURED HOME �_J NEW GARAGE/CARPORT 0NEW ACCESSURY BUILDING l f�EFtitOLi"PION sf Inter;ar ___*f Exterior" ,_ ^sf foundation Vllall" ___^_sf Roof /Section"' i Separate demolition permit and fees required. Contact Public works for server cap permit (473-5270). Sewer trust be capped prior to demolition permit issuance. f__1 OTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YES Fj No � J Scope of work proposed: New SFR Square Footage: Building: 1stFloor960 easement Garage: 2nd Flcor1 1:0 6 other 2 0 6 PorcFi_ Deck(s): 1st f=loor 391 2nd Floor Valuation Plan Review Fee Permit Fee surcharge Total Fees 4� Application for e:hich no permit is issued within 180 days fol!mving the date of application shall expire oy umnauon, ana p+ana al'. -r submitted for rev!e, may thereafter be returned to the applicant or destroyed; by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by: the app!icant, shoving that circumstances beyond the control of the applicant have prevented action from being taken. No app!?cant shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit p!ans and pay a newVan review fee. nt's Signature (Print) Date (Continued on back) Rev. Oct 2008 4J % RESIDENTIAL SITE PLAN QUESTIONNAIRE Site Address: 3621 Reagan Ave_' 2. Are any areas being developed on the site within 200 feet of the shoreline? Yes No NOTE: If yes, please fill out a Shoreline Permit Submittal Checklist (WAC 173-27-180) CRI'T'ICAL AREA CHECKLIS'T': 3. Slope is calculated by dividing the vertical distance by the horizontal distance and then multiplying the result by 100. Example: Vertical Distance �-7O' `r llvriWt�rttal Distance = 100' Vertical 20 feet Horizontal 100 feet =.2 X 100 = 20% slope Check all that apply to the site and areas within 200 feet of the site. v Flat: less than 5 -feet elevation change over entire site. k Rolling: slopes on site generally less than 15%. Hilly: slopes present on site of more than 15% and less than 30%. Steep: grades of greater than 30% present on site. Other (please describe): 4. Does the site or properties within 200 feet of the site contain areas of standing water, creek or an area where Neater flows across the ground scn•face? Yes N 5. is there all apparent wetland present oil the site ol, on properties within 200 feet of the site? (q/ No RESIDENTIAL DEVELOPMENT WORKSHEET:_ 6. What is the amount of gt'ading proposed (it] CUblc vat -ds), not InClUdIng foundation area? Fill amount_Cut amount _ Total grading_ rA""" VIJs NOTE: Grading over 50 cubic ,yards requires a separate permit. Will the grading material be imported or exported? Yes./No 7. ('lease provide the folloxving information. The setbacks are measured frons the finished exterior wall of a sUvcture to tile lot line, not from the foundation. Accurately represent your setbacks on site plan. _..__._DESCRIPTION-�- PROPOSED Frontvardsetback f� 7 Real—aldscik ' I 3r rSide vard setback iSide yard setbacrk ------ i NlaxlmUm Ilel!!ht b _ Develo nient coverage'' Nunlbei' of off-street parsking spaces __-------- -- ----- 'Use this as the second front yard setback for corner lots and through lots. "Development Coverage is defined as that portion of a lot covered by impervious surface areas of all structures, and inipen nous paved areas, such as driveways and walkways. Residential Questionnai]•e Revision: October 2008 000 Om 0 ,� 9ND < m p 3!r -04 I> A t ooOZ" m %r D D n0� b a� rn 0a I tD � n X, o'er o (D (D Q CD C 0 c Q (D Q I D i. City of Bremerton Department of Community Development PERMIT NUMBER: BB13 00365 DATE ISSUED: 09/16/2013 345 - 6th Street, Ste. 600, Bremerton WA 98337 (360) 473-5275 Fax: (360) 473-5278 L-1 SITE ADDRESS: 3621 REAGAN AVE, LT 5 ASSESSOR NUMBER: 5565-000-005-0001 ZONING: Name Phone Address Access Code APPLICANT: HIGHMARK HOMES LLC 253-255-5532 16400 SOUTHCENTER PKWY VJBSU-RK4K4 SEATTLE, WA 98188 OWNER: HIGHMARK HOMES LLC 16400 SOUTHCENTER PKWY STE 210 JSNBP-SVJHO TUKWIL A 98188 CONTRACTOR: HIGHMARK HOMES LLC 253-255-5532 16400 UTHCENTER PKWY #204 05KXB-RN8JG SEA LE, WA 98188 LENDER: �\'Yx SUBMITTED: 06/25/2013 APPROVED: 09/16/2 3 X RATION: 03/15/2014 STATUS: ISSUED VALUATION: $221,135.47 Residential Building Permit / Mecha ical/Plumbing NEW SFR LO)) NEW SFR (BASIC BS12 Mechanical Fixture Fee $106.50 Building Code Edition: IRC 2009 State Surcharge $4.50 Building Permit $1,881.00 Occupancy Group: R -3/1J State Energy Code $50.00 Type of Construction: V -B SPR 50% Plan Review Fee $611.33 Flood Zone: Plumbing Fixture Fee $132.00 Setbacks: 111/: (F/L/RT/R/O) Sanitation Method: SEWER TOTAL FEES: $2,785.33 Number of Bedrooms: 4.00 Inspection Requests: ` FIRE: Fire Inspections (360) 473-5386 DCD: Building Inspections: (3160) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360415-4000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by khis permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period, of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can substantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. SIGNATURE OF OWNER OR AGENT: &" -,/ ,-/ PRINTED NAME: Gi�R s�dc_ DATE: CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. Printed by: Wolf, Valarie on: 09/16/2013 01:41 PM Page I of 4 I- I ,il City of Bremerton PERMIT NUMBER: BB13 00365 I Department of Community Development DATE ISSUED: 09/16/2013 I e ff 345 - 6th Street, Ste. 600, Bremerton WA 98337 360 473-5275 Fax: (360 473-527s SITE ADDRESS: 3621 REAGAN AVE, LT 5 ( ) ) L (DCD-02) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. A104- 2. (DCD-47) DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re- inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. 3. (DCD-50) Final Inspection Required: All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity. 4. (Custom) ASBESTOS: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency and Washington Department of Labor and Industries (L&I) regulations require an asbestos survey be performed to determine whether there are asbestos -containing materials in the work area or structure. The asbestos survey must be conducted by and EPA -certified (AHERA) building inspector (except renovation or owner -occupied single family residences).For more information, please contact Clean Air Agency through their web site at www.pscleanair.org or by phone at 800-552-3565 or 206-343-8800. The L&I web site can be found at www.Ini.wa.gov/TradesLicensing/LicensingReq/Asbestos/default.asp. LEAD-BASED PAINT: A contractor or person receiving compensation who is performing renovation, repairs or painting on a residential building or a child -occupied facility built before 1978, must be trained and certified by an accredited training provider, and registered as a Renovator by the Washington State Department of Commerce- Lead -Based Paint Program. For further information please contact: The Department of Commerce website at: www.commerce.wa.gov/lead, or call: (360) 586 -LEAD (5323). 5. (Custom) A fire sprinkler system is required for the parcels per the conditions for approval of the plat. The sprinkler system may be installed in accordance with NFPA 13D for a single family residence. 6. (DCD-CO DET. (NEW)) Carbon Monoxide Alarms. For new construction, an approved carbon monoxide alarm listed in compliance with UL 2034 IV.4e, shall be installed outside of each separate sleeping area in the immediate vicinity of the bedroom in dwelling units within which fuel -fired appliances are installed and in dwelling units that have attached garages. In a building where a tenancy exists, the tenant shall maintain the CO alarm as specified by the manufacturer including replacement of the batteries. 7. (DCD-14) DCD: Approved Plans, Engineering, Site Plan, Permit, and Conditions shall remain on site and be available for inspection. %%4je- Any changes to plans shall be approved before construction is performed. Architect or engineer of record shall approve the change before submitting a revision. A revision is subject to a revision fee and additional fees for plan review and inspections. 8. (DCD-19) Engineered Wood Floor Trusses & Truss Roof Systems shall have a site specific engineered design (Framing Plan) available 02�4w at time of Under Floor and/or Framing Inspection. 9. (DCD-43) Under -floor Inspection: After the foundation is complete, and the floor system is framed, but prior to the installation of the! -Gaza sub -floor or floor sheathing, (exposed floor framing) the under -floor area must be inspected, including all floor framing, anchor bolts, hold-downs and tinder -floor posts and positive connection devices. 10. (Custom) Development must comply with conditions of Plat Approval and Title 20 in the BMC. No structures shall be placed within the setbacks, driveways shall not exceed 20' in width, height shall not exceed 35' from average grade to the peak of the structure, and all development not shown on the approved plans must be submitted for review and approval prior to construction. 11. (DCD-060) Property lines shall be properly marked. Setbacks are measured to the frtished wall of the structure. &A 12. (DCD-FUEL COMBUSTION AIR: IRC Section M 1701.1. Solid -fuel -burning appliances shall be provided with combustion air in 'may APPLIANCES) accordance with the appliance manufacturer's installation instructions. Oil -fired appliances shall be provided with combustion air in accordance with NFPA 31. The requirements for combustion and dilution air for gas-fired appliances shall be in accordance with Chapter 24. Fireplaces shall comply with Section 1001. APPLIANCE LOCATIONS: IRC Section G2406.2. Fuel burning appliances shall not be installed in a sleeping room, bathroom, toilet room, or closet. Exception: direct vent appliances (see IRC Section G2406.2 for additional exceptions). PROTECTION OF APPLIANCES: IRC Section M1307.3. Appliances located in a garage or carport or any other location subject to vehicle damage shall be protected by approved barriers. Appliances having an ignition source shall be elevated so that the source of ignition is at least 18? above the floor in garages and in any room that opens to the garage. Appliances designed to be fixed in position shall be fastened or anchored in an approved method. CARBON MONOXIDE ALARMS: IRC Section 315. An approved carbon monoxide alarm listed with UL 2034 shall be installed outside of each separate sleeping area in the immediate vicinity of the bedroom. In a building where a tenancy exists, the tenant shall maintain the CO alarm as specified by the manufacturer including replacement of the batteries. MANUFACTURER?S SPECS: IRC MI307.1. The manufacturer?s operating and installation instructions shall remain attached to the appliance until final inspection Printed by : Wolf, Valarie on: 09/16/2013 01:41 PM Page 2 of 4 City of Bremerton Department of Community Development PERMIT NUMBER: BB13 00365 DATE ISSUED: 09/16/2013 345 - 6th Street, Ste. 600, Bremerton WA 98337 SITE ADDRESS: 3621 REAGAN AVE, LT 5 (360) 473-5275 Fax: (360) 473-5278 13. (DCD-52) DCD: Gas Piping: Fuel or gas piping shall be inspected after the installation of fuel/gas piping is complete, and before the t4w-44 attachment of fixtures, appliances, or shut-off valves. At the time of inspection the test pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances to be attached to the fuel/gas piping system shall not be used until the final inspection has been performed and approved by a Building Inspector. 14. (DCD-04) DCD: Plan Review Requirements: The attached plan review checklist and identified corrections, along with the Energy Compliance Worksheet (when applicable) are part of the approved plans and must remain attached thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. All proposed changes to "APPROVED" building plans that effect compliance with the City of Bremerton Building and Fire Code as adopted and amended in BMC Title 17 and Title 18, or any other City of Bremerton ordinance or regulation, must be reviewed and approved by the Department of Community Development prior to construction. Failure to comply and/or removal of attached documents will result in failure of required building inspections. A�� 15. (DCD-38) Shear Wall Inspection: Due to the complexity of the shear wall nailing patterns and hold-down requirements contained within the engineered lateral design, a separate shear wall inspection is required for this project. This inspection should be requested and performed prior to the installation of exterior wall coverings, prior to the framing inspection, such that all shear -wall nailing patterns may be observed, and the installation of all required hold-down devices and required straps, etc. are in place in accordance with the engineer's lateral design. MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's website at www.ci.bremerton.wa.us. Inspection Description FOUNDATION - FOOT Foundation Footings, Property lines shall be properly identified FOUNDATION - WALL Foundation Walls / Hold downs INSULATION - CEILING Insulation - Ceiling ELECTRICAL COVER L&I - Electrical Cover Inspection Before Framing (State of Washington) INSULATION - WALL Insulation - Wall ELECTRICAL FINAL L&I - Electrical Final Inspection SHEAR WALL Shear Wall Panels/Braced Wall Panels PW&U - UTILITIES PW - Final Inspection - Utilities SHEETROCK Sheetrock Nailing ENERGY - AIR LEAK Energy Code - Air Leakage Test (Blower Door Test) INSULATION - UNDERFL Insulation - Underfloor FIRE - COVER FIRE - Fire Sprinkler/Fire Alarm Cover FIRE - FINAL FIRE - Final Inspection FRAMING Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) ENERGY - DUCT TESTIN Energy Code - Duct Testing - Provide signed affidavit to Bldg Dept PLUMBING GROUND Plumbing Groundwork FRAMING - UNDERFLOOR Underfloor Framing Inspection/Anchor Bolts & Washers/Hold Downs DRIVEWAY Paved Driveway & parking areas GAS PIPING Gas Piping Pressure Test PLUMBING - ROUGH Plumbing Rough -In MECHANICAL Mechanical Rough -In FINAL - BUILDING Final Inspection - Building FIXTURE LIST Printed by : Wolf, Valarie on: 09/16/2013 01:41 PM Page 3 of 4 41 I City of Bremerton Department of Community Development 345 - 6th Street, Ste. 600, Bremerton WA 98337 (360) 473-5275 Fax: (360) 473-5278 PERMIT NUMBER: BB13 00365 DATE ISSUED: 09/16/2013 SITE ADDRESS: 3621 REAGAN AVE, LT 5 Qty Fixture Type Qty Fixture Type 1 R -CLOTHES DRYER l R -CLOTHES WASHER I R -COOK STOVE 1 R -DISH WASHER 5 R -FAN 2 R -HOSE BIB I R -FURNACE -ELECTRIC 6 R -SINK I R -RANGE HOOD 3 R-TUB/SHOWER 3 R -WATER CLOSET Printed by: Wolf, Valarie on: 09/16/2013 01:41 PM Page 4 of 4 PERMIT CENTER Dept of Community Development*345 - 6"' Street Suite 600*Bremerton*WA*98337-1873 ❑ Mechanical Plumbing "Type of Fuel: 6Electric ❑ Gas ❑ Oil ❑ Propane Occupancy: IN Residential ❑ Commercial Site Address: 3621 Reagan Ave. CONTRACTOR: Peltram Plumbing OWNER: Higlunark Homes Address: 1929 W. Valley Hwy. S. Address: 16400 Southcenter Pk�ry #210 City, State, Zip:, Auburn, WA 98001 License #:PELTRPI075DZ City, State, Zip: Tukwila, WA 981$8 Phone 4 (253)891-4388 Contact Phone #: (253)891-8781 Tax ID/Parcel #,: 5565-000-005-0001 rTO. T TYPE OF EQUIPMENT AIR HANDLING UNIT >IO,000CFM NO, TYPE OF FIXTURE ATMOSPHERIC VACUUM BRKR 1-5 AIR HANDLING UNIT <I0,000 CFM ATMOSPHERIC VACUUM BRKR>5 BATH FAN AND/OR EXHAUST FAN BACKFLOW DEVICE <=2" CLASS 1 HOOD & DUCT SYSTEM BACKFLOW .DEVICE > 2" CLASS 2 HOOD & DUCT SYSTEM BUILDING SEWER CLOTHES DRYER W/ EXHAUST / CLOTHES WASHER COMMERCIAL FURNACE/DUCT COMMERCIAL FLOOR DRAIN COMM. FURNACE>100,000 BTUS DISHWASHER COMPRESSORS DRAIN PIPENENT PIPE ALTERATION COOK STOVE W/ EXHAUST DRINKING FOUNTAIN I DUCT CHANGE W/O NEW FURNACE FLOOR DRAIN ELECTRIC FURNACE/HEAT PUMP_ FLOOR SINK/INDIRECT WASTE EVAPORATIVE COOLER GREASE INTERCEPTOR FIREPLACE -GAS OR GAS LOG INSERT ,;� HOSE BIBBS FIREPLACE -WOOD, OR WOODSTOVE INDUSTRIAL SAND/OIL INTERCEPTOR GAS WATER HEATER & VENT LAWN SPRINKLER W/ BACKFLOW DEV. _ GAS PIPING ROOF DRAIN MISCELLANEOUS MECHANICAL SHAMPOO SINK W/ BACKFLOW DEVICE NATURAL GAS FURNACE/DUCTING (� SINK (LAV, KITCHEN, MOP OR BAR) PROPANE FURNACE/DUCTING --f PROPANE TANK (<2000 GALLONS)3 SUMP PUMP TUB AND/OR SHOWER UNIT UNIT HEATER .3 WATER CLOSET AND/OR URINAL OTHER: OTHER OTHER: p OTHER: MECHANICAL FEES: _ PLUMBING FEES: _j TOTAL FEES: � Applicant's Signature Date i PERMIT CENTER ,omunity Development*345 - 6`h mStreet, Suite 600*Bremert( Mechanical ❑ . Plumbing Site Address: 3621 Reagan Ave. 1` P S12 ©00.11 *98337 - CONTRACTOR: Indoor Comfort Systems, Inc. OWNER: Highmark Homes Address: 118 Violet Meadows St. S. Address: 16400 Southcenter Pkwy #210 City, State, Zip: Tacoma, WA 98444 City, State, Zip: Tukwila, WA 98188 License #: INDOOCS1230H Phone # ( 253)891-4388 Contact Phone #: ( 253 )539-1424 Tax ID/Parcel #: 5565-000-005-0001 NO. TYPE OF EQUIPMENT NO. TYPE OF FIXTURE AIR HANDLING UNIT>]O,000CFM ATMOSPHERIC VACUUM BR -KR 1-5 AIR HANDLING UNIT <I0,000 CFM ATMOSPHERIC VACUUM BRKR >5 BATH FAN AND/OR EXHAUST FAN BACKFLOW DEVICE <=2" CLASS I HOOD & DUCT SYSTEM BACKFLOW DEVICE > 2" CLASS 2 HOOD & DUCT SYSTEM BUILDING'SEWER CLOTHES DRYER W/ EXHAUST CLOTHES WASHER COMMERCIAL FURNACE/DUCT COMMERCIAL FLOOR DRAIN COMM. FURNACE>100,000 BTUS, DISHWASHER COMPRESSORS DRAIN PIPE/VENT PIPE ALTERATION COOK STOVE W/ EXHAUST DRINKING FOUNTAIN DUCT CHANGE W/O NEW FURNACE FLOOR DRAIN ELECTRIC FURNACE/HEAT PUMP FLOOR SINKANDIRECT WASTE EVAPORATIVE COOLER GREASE INTERCEPTOR FIREPLACE -GAS OR GAS LOG INSERTS HOSE BIBBS FIREPLACE -WOOD, OR WOODSTOVE ; INDUSTRIAL SAND/OIL INTERCEPTOR GAS WATER HEATER & VENT LAWN SPRINKLER W/ BACKFLOW DEV. GAS PIPING ROOF DRAIN MISCELLANEOUS MECHANICAL SHAMPOO SINK W/ BACKFLOW DEVICE NATURAL GAS FURNACE/DUCTING SINK (LAV, KITCHEN, MOP OR BAR) PROPANE FURNACE/DUCTING SUMP PUMP PROPANE TANK (<2000 GALLONS) TUB AND/OR SHOWER UNIT UNIT HEATER WATER CLOSET AND/OR URINAL OTHER: OTHER OTHER: OTHER: MECHANICAL FEES: PLUMBING FEES: TOTAL FEES: Applicant's Signature Date BASIC PLAN CHECKLIST MR i Developer/Applicant Office Use Only NAME Highmark Homes PERMIT # BASIC $PS1 200011 pLAjQ1r066 A CODE CYCLE 2009 IRC 6 Roo i ovation A Basic Approval Date: 12 -13 -12 This checklist accompanies your "Basic" permit issuance & approval for use. This Basic permit may be used during the current code cycle and must be re- established upon the adoption of new code edition. For future submittals using you rl,established basics, your submittal documents will consist of the following: ✓ This Completed Checklist ✓ Completed Application ✓ 4 Site Plans showing location of structure on parcel ✓ Site Specific letter from Engineer of Record approving the use with original seal & signature or blanket letter. Engineer's License Expires Basic will need a new letter for the Basic Permit after this date. ✓ 2 Copies of approved basic plans ✓ 2 Copies of approved engineering calculations and structural pages ✓ 2 Copies of approved Energy Form ✓ 2 Copies of approved Mechanical & Plumbing forms ✓ Clearly identify all options to be used and cross off all options NOT used ✓ 2 copies of the Geotechnical Engineer Report if performed for the site ✓ Septic: 2 Copies of accepted site plan or concurrent review from Health District /SEGA hear Structural & Civil Consulting Engineers November 5, 2012 To: Building Official City of Bremerton Department of Community Development From: Greg Thesenvitz, PE/SE Principal Re: Site specific structural calculations. SEGA Engineers has provided structural calculations for Plan L2M-2066 prepared by Landmark Design. The calculations are for a generic. site «,Eth a design criteria of z 80 psf snow load, an 85 mph Ekposure B wind load, and Seismic Zone D. This is to verify that the calculations and design are approved for use for the following project and location: Highmark Homes. Sylvan Way Meadows, Lots 2 - 44. Bremerton, Washington. Please address any questions to SEGA Engineers. Cc: File 08-020 22939 SE 292"d Place BlackDiamond, Washington 98010. (360) 886-1017 -L, T� LANDMARK DESIGNo residential ❖commercial °:• interiors BASE PLAN RELEASE November 6, 2012 Assigned to: Highmark Homes Owner of Base Plan: Landmark Design Inc. Jurisdiction of Application: City of Bremerton Plan: L2M-2066 The above Assigned Party has permission from Landmark Design Inc. to submit. the listed plan for a base plan permit and build in Sylvan Way Meadows lots 1-44. Landmark Design Inc. will retain ownership of the base plan. Please proceed. Thank you for your consideration. Since ely, evin Bentson Landmark Design, Inc. . o , 1202 Main St. #104 Sumner, WA :• 98390 i L` Ph: 253-826-7808 ❖ Fax: 253-826-4946 wwmlandmarkplans.com SEGA Engineers Structural & Civil Consulting Engineers November 5, 2012 To: Building Official City of Bremerton Department of Community Development From: Greg Thesenvitz, PE/SE Principal Re: Site specific structural calculations. 4S/200a// SEGA Engineers has provided structural calculations for Plan L2M-2066 prepared by Landmark Design. The calculations are for a generic site with a design criteria of a 30 psf snow load, an 85 mph Exposure B wind load, and Seismic Zone D. This is to verify that the calculations and design are approved for use for the following project and location: Highmark Homes. S1,1Ivan Way Meadows, Lots 4 - 44. Bremerton, Washington. Please address any questions to SEGA Engineers. Cc: File 08-020 22939 SE 292"d ,Place • Black Diamond, Washington 98010 - (360) 886-1017 STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing review for a two story wood framed single family residence. The roof framing is manufactured trusses, the floor framing is 2x dimensional or wood I -joists, and the foundation is typical concrete strip footings with a crawl space. The attached calculations are to be used as a `basic' submittal for several potential building sites. The cover sheet should have an original signature in blue ink over the seal. Application and use for individual lots or sub -divisions shall be specifically identified by separate letter for each location. The contractor assumes all responsibility and liability for sites not expressly reviewed and approved. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the *engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers for this submittal. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE SEGA Engineers SEGA Engineers, Project L2-2066 Structural & Civil Consulting Engineers Job No. 08-020 By: GAT 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Checked Date: 11/05/12 Sht i Design Criteria International Building Code (IBC), 2009 LOADS Roof DL 15 psf LL 30 psf Floor DL 10 psf LL 40 psf Wind Design Wind Speed 85 mph KZl 1.00 Exposure B Importance Factor 1.00 Seismic Design Category D SDs 1.00 Response Factor 6.5 Cs= 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf Copyright 2012, SEGA Engineers I SEGA Engineers. Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA .98010 Project 1-2-2066 Job No. 08-020 By: GAT Checked Date: 11/05/12 Sht 1 LOADS ROOF DL Roofing (Comp) 3.5 psf '/2" OSB 1.8 2 x @ 24" 3.5 Insulation 1.1 5/8" GWB 2.8 Misc. .1.5 14.2 psf LL Snow, Pf 30 psf (115% Load Duration) Reduction, Cs 0.00 (Ct = 1. 1, other surfaces) 7/12 pitch = 30 deg Total Roof Load 44.2 psf FLOOR DL Flooring 0.5 psf 3/4" Plywood 2.3 2x12@16"oc 3.3 5/8" GWB 2.8 Misc. 1.5 10.4 psf LL Residential 40 psf Total Floor Load 50.4 psf DECKS DL 2 x Decking 4.3 psf 2x10@16"oc 2.8 Misc 1.5 8.6 LL Residential 40 psf Total Deck Load 48.6 psf WALLS DL Siding 3.5 1/2" Plywood 1.5 psf 2x6@ 16"oc 1.7 Insul 0.6 '12" GWB 2.2 9.5 psf Copyright 2012, SEGA Engineers 1 I I i SEGA Engineers/PROJECT Structural & Civil Consulting Engineers JOB NO. FIGURED BY 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE f ��1/ ZSHEETZ OF 13rv1 2 ,Co w�,ztZ � �� --�` �-s Fes- .- ----- ----�--.____------ - -. a p� j�1t7�23jj)C �5� 3t'f`jr�u }�►d z� �•�L Copyright 2007, SEGA Engineers SSEITA Engineers PROJECT ZZ�t'o(D — Zla - Z/3¢ Structural & Civil Consulting Engineers JOB NO. DZO FIGURED. BY (44r 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 'CHECKED BY DATE t 0S/z SHEETS OF J =or 1 n, 6zY,/Pt) : 4, r Z4. P w /2u Sq�e (EZ -9V, ii77- . tspl �� li�� r ¢� ►5� L�r 3�/zX(c��S G-Za 6 •.s3j�) : I��i`.,� 3'/t -,.41 Is Ilw rL ! e- (.."> wad i; 49 S;) 'Cut :rr T -7 �SL0pSr-I - 37S -c.. 1 J= 5►g`� ok ��.- o SSC/��rll 1g•S'j - f, �s5 �� I<.,N� �/�x�3.r-k- . Copyright 2007, SEGA Engineers SELMGA Engitheers ructural & Civil Consulting Engineers PROJECT- ROJECTJOB JOBNO. 0 07.0 22939 SE 292nd Place - Black Diamond, Washington 98010.: FIGURED BY CI,4T- (360) 886-1017 • Fax (360) 886-1016 ::CHECKED BY DATE 1/V/7- SHEET OF rr-A. A e-4 FF 2t �-o 4, r2 5 41 SILO; L V4- oe t z 3 P U,= f I0L/LI' f277771 7 1 (4 it, CIZI kw R 114, t VI -79-1 37 WO, k,*L- 61t Copyright 2009, SEGA Engineers SEGA Engineers Project L2-2066 / -2134 Structural & Civil Consulting Engineers Job No. 10-020 By: GAT 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Checked Date: 03/24110 Sht. Sf LATERAL LOADS - SEISMIC Maximum Base Shear, V = F SDs W Eq. 12.14-11 R where, Vffb= (30ft) (10ft) F = 1.1 Two -Story Building + (30ft) (5ft) (10.4psf) + (30ft) (oft) SDs =1.00 Ss = 1.5 Fa = 1.00 (Table 11.4-1, Ss > 1.25) R = 6.5 Table 12.14-1 (10.4psf) + (50ft) (5ft) W = Seismic Weight (10.4 psf) For W: = 11.8 kips Therefore, Wind Loads Govern for Lateral Design - Front/Back Wroof= (30ft) (42ft) (16 psf)+ (2) (30 ft+ 42 ft) (4.0 ft) (9.5 psf) = 26 kips Wfloor = (30ft) (45 ft) (14 psf) + (2) (30 ft + 45 ft) (8.5 ft) (9.5 psf) = 31 kips W total = 5- 7 kips Design Base Shear, V = ( .169) (57 kip) = 9.6 kip E = 9.6 kip = 6.8 kip 1.4 WIND Design Wind Pressure, P. = N Ke IW ps30 Eq. 6-1, Sect. 6.4.2.1 where, X= 1.00 0 -15 ft Exposure B Figure 6-2 = 1.00 20 ft = 1.00 25 ft = 1.00 30 ft Kr = 1.00 Section 6.5.7 lr,, = 1.00 Section 6.5.5 Pao = 10.4 psf 85 mph Figure 6-2 PO - 15 = ( 1.00) ( 1.00) (10.4 psf) ( 1.00 ) = 10.40 psf P20 = ( 1.00) ( 1.00) (10.4 psf) ( 1.00 ) = 10.40 psf P25 = ( 1.00 ) ( 1.00) (10.4 psf) ( 1.00 ) = 10.40 psf P30 = ( 1.00) ( 1.00) (10.4 psf) ( 1.00 ) = 10.40 psf Design Base Shear: (Wind) Vffb= (30ft) (10ft) (10.4psf) +; (30ft) (5ft) (10.4psf) + (30ft) (5ft) (10.4psf) + (30ft) (oft) (10.4psf) = 7.5 kips V,js= (55ft) (10ft) (10.4psf) +' (50ft) (5ft) (10.4psf) + (50ft) (5ft) (10.4psf) + (27ft) (aft) (10.4 psf) = 11.8 kips Therefore, Wind Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side Copyright 2010, SEGA Engineers SEGA Engineers PROJECT Structural & Civil Consulting Engineers L Z ZoC.C. JOB NO. �_ off, FIGURED BY 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 'CHECKED BY DATESHEET OF '1-�; V�= �c�')49,�� -f S')C1a,�►'y� �-(5'�C�a.�. L -�`�.� I 1�� -�i' � Zl• S� s- z! 7i a, Ff Si,Ak- 3r. of I = )3,S�tJV'k 3.S'ill.,Sr� - I�i,�i(,Iof _ ---- --- _.. _.i -. �• 5 � y,� 9 I Copyright 2007, SEGA Engineers appo ;?T 39 3i, =,1,15 fc -0,50 3r. of I 39 3i, =,1,15 fc -0,50 SEGA Engineers/ PROJECT Structural & Civil Consulting Engineers :JOB NO. y FIGURED BY 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016:CHECKED BY DATPZ'04D(jSHEET 17 )F coar• � //01 vpp L SI.,FtA)t WA U- � 5 4 1 zo ILI� Copyright 2007, SEGA Engineers -110 * 3c S;11-1 n >(F.1s 'p'x 3° tiIeh1� 04 11W )U y W---TS41 SI.,FtA)t WA U- � 5 4 1 zo ILI� Copyright 2007, SEGA Engineers -110 * 3c S;11-1 n >(F.1s 'p'x 3° tiIeh1� 04 11W )U SEGA Engineers :PROJECT Structural & Civil Consulting Engineers JOB NO. g,. pZv FIGURED BY 1-7�r- 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATPZ?/D6SHEET. � OF �...... ...... ._. —_ _._ .... _._.......... _ . ... C-ar) //0, UFz,50001 4, loo . {r' = -s,-Zi, t L swtf/' ti v _ z. Sze-oy........ . 4:23 Copyright 2007, SEGA Engineers nve * S� n PLl 94 -za 3tikul097 1� �u�PU pv S' r s ti v _ z. Sze-oy........ . 4:23 Copyright 2007, SEGA Engineers nve * S� n PLl 94 -za 3tikul097 1� LEGA Engineers PROJECT Structural & Civil Consulting Engineers - LZ — 7,::, b JOB NO. p $ , o 'Lc� FIGURED BY (a 4`/ 22939 SE 292nd Place • Black Diamond, Washington 98010 _. (360) 886-1017 • Fax (360) 886-1016 'CHECKED BY DATE /ogSHEET OF Sly t�)t �w L N +4 _P We �I Copyright 2007, SEGA Engineers SEGA Engineers Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (300) 888-1017 • FAX 886-1016 1 PROJECT L2M-2066 JOB NO. 00-020 FIGURED BY CHAT BY DATE 12/09/09 SHEET 10 OF SHEAR WALL KEY PLAN ELEVATION 'A'�rs O-�3 [� ER FLOOR 'A' A = 1,106 5Q FT 0 I 4 I LSTA30 •FCR 4 61 70 3x BLOCKM ,q� I _,_ I (TYR 2 PLACES) <� --------------------- 2 _______-_--____ 2 2 2 'I>�'{pp O3x0L0 K YaSILL ) (TYR 2 PLA Q c `� c Qe c c 3 3 �� YY A MAIN FLOOR 'A' A = %0 SQ FT � tiY 9 6 A = 491 SQ FT A = 5°4 50 FT A = 3?I SQ FT ■ A ❑ 0 i 7 (TYP. CF 2) TYR Cf 3) )TY1MCF 1 SEGA Engineers PROJECT L2M-2(D66 /Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. 05-020 FIGURED BY GAT (360) B86-1017 • FAX 888-1018 CHECKED BY DATE 12/09/09 J SHEET I I OF 11 SMEAR WALL KEY PLAN ELEVATION TY 3 ICU PER FLOOR V A = 1,10 5Q FT v 0 j -------------i 2 2 2 O SILL 1 3 L 3 G�RTP.2 C i1— g�. l MAIN FLOOR 'B' A = 960 SQ FT A � a q s A = 491 5Q FT A = 594 5Q FT A = 391 SQ FT ❑ ❑ 7. . Gf 3) T7P. OF 3) fYP. CF 71 N a d` Q a O- X c CO c (1) rn Y M N �O M O O E W L C p� E II — II — II — E m N 'E CL N N a) N �O a c a N �a a) U ` cu a U) u iu u CL N0 CVt 'a cu— CV O c T a) Z) U (u = a) (0 (u O a) U U (U W L O O O O 0 O U a E C N OU N 06 L O CO (V M co a� �u Q m c 3 @ V ' cu U �- 3 O L O L w (u O O m O O c +. 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O 0 0 0 o O _O L ` O N - E O O _C C .� LU Vi 4 (U fn z L cu •N N 3m'— CIS E ��° o c (u N Z (u 7 N O Q a) a) ai O a E c a -0 m u o = y E� ° CO (0 a) CN 0.aj O = c -p -o c'3 U AQN� : E y U � a� c E cu N Q CL (D O U aa) fB a) L a) m cv � N M �m N � o = x C O O O co C X N M N c C Ua U) E 3 N M O.c a a N N "' E -c O O � c ca aa) mo ='U) E -° D E °' 3cn °� O m °n' of c o U Q O z 3 D ,E E Q m �Z' Z ed Ventilation System Operating Instructions Whole House Ventilation System Using fthaust Fans' Your new home has been constructed to use energy efficiently, while maintaining a healthy indoor environment with a good sup- ply of fresh air. To help you achieve these benefits, we recommend that you take a few minutes to read these instructions. Your home has been constructed to the requirements of the Wash- ington State Energy Code (2003 edition) and the Washington State Ventilation and Indoor Air Quality Code (2003 edition). This means your home and the ductwork of your heating system have been well sealed, which limits uncontrolled exchange of air between the indoors' and outdoors. The amount of fresh air provided to your home is under your control. You can increase the ventilation rate of your home by opening windows, or by operating your mechanical ventilation systems. Your home has two types of mechanical ventilation: spot ventilation, fans; and a whole house ventilation fan. Spot Fans A spot fan has been installed in each bathroom, the utility room and the kitchen. If your home includes an indoor spa, or any other room that may need additional ventilation, a spot fan will be included there as well (see Figure 1 below.) Spot ventilation fan at kitchen Spot vent fan controls, minimum 1 perfan Undercut doors a minimum of 1/2" to permit air flow Ventilotion System Operating Instructions Poge 2 The purpose of spot ventilation is to control excess moisture, odors, or chemical byproducts at the source. It's far more effective to quickly eliminate moisture -and pollutants...-.- when they are created than to allow them to dissipate slowly over time. Controlling moisture reduces the cause of many molds and protects Who[ the finishes of your home. Control- int ling odors and chemical byproducts io, reduces any health hazard that may be associated with them. It is particularly important to oper- ate your kitchen fan if you have a gas or propane range. As well as removing moisture and odors created by cooking, your kitchen exhaust fan removes the unhealthy byproducts of combustion, includ- ing carbon monoxide and nitrogen oxides. Recommended spot fan operation • Turn on the spot fan when- ever moisture, odors, house - .hold chemicals, or combustion byproducts are present in the room, such as during showering, washing clothes, or cooking. • Since moisture vapor, odors, and combustion byproducts tend to linger, run the spot fan for up to 60 minutes beyond the activity that produced them. Whole house fan Your house has been equipped with a whole house exhaust fan. It is similar to a common bath exhaust fan, but is required to meet more stringent requirements for air flow and sound control. It may be locat- ed in the bathroom, a laundry area, or in the hallway (see Figure 2.) Figure 2: Whole House Fan This fan is controlled by a 24 hour timer (see Figure 3.) To change the ventilation rate in your home, adjust the timer to increase or decrease the amount of time the exhaust fan operates. When the ventilation timer calls for ventilation, the whole house exhaust fan turns on, pulling air out of TIME OF DAY ON/OFF PINS AUTO: RUN TIME BASED ON TIMER ON: CONTINUOUS OPERATION Figure 3: Typical Whole House Ventilation Timer your home and drawing fresh air in from outside. If your home is equipped with fresh air inlets , 4's :tit -:e• it is IMPORTANT that you ;6v leave these inlets open. At the end of the cycle, the timer will turn the fan off. Selecting a Whole House Ventilation Schedule Your contractor has set the timer on your ventilation , system to provide a minimum of eight hours of ventilation per day. To get the maximum benefits of the ventilation system, you'll want to adjust the timer to suit your own schedule. • Run the system more when you expect to be home, or when more people are expect- ed to be in the home. • Set the timer to cycle the system on and off for short periods. For example, 10 min- utes on, 20 minutes off. Managed by: WASHINGTON STATE UNIVERSITY EXTENSION ENERGY PROGRAM O 2005 Washington State University Extension Energy Program. This instruction sheet contains material written and produced for public distribution. You may reprint this written material, provided you do not use it to endorse a commercial product. Please reference by title and credit the Washington State University Extension Energy Program Published September 2002; updated September 2005. WSUEEP-02-107 Use the manual control to turn the system on when large groups gather in your home. • On very cold or very n windy days, it may not _ be necessary to run your whole house ventilation >rsystem I- that day. Additional Information: For more information on the Washington State Energy Code, or the Washington State Ventilation and Indoor Air Quality Code, visit: www.energy.wsu.edu/buildings Endnote ' "Prescriptive Requirements for Intermittent Whole House Ventilation Using Exhaust Fans," Chapter 3, Section 303.4.1, Washington State Ventilation and Indoor Air Quality Code (2000 edition) (effective July 1, 20011, Washington State Building Code Council. Funded by: .� United States Iii Department of Energy NORTHWEST ENERGY EFFICIENCY ALLIANCE www.nwalliance.org prescriptive Energy Code Compliance for Single Family, and Duplex Housing: Zone 1 Project Information Contact Information 'Os/ al j gd o I,/� Plan L2M-2066 This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http://www.energy.wsu.ed6,/code See WSEC table 6-1 for footnotes Glazing Schedule Attached to Document Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and doors meet maximum U -factor. Alternate heating size method submitted. F/� Option I or II, Glazing to floor area limit (WSEC 602.7.2) ❑ Area weighted window, skylight or door Ll -factor (WSEC 602.7.2) ❑ As part of the heating system sizing calculation (IRC M1401.3 & WSEC 503.2.2) Radiant slab: [] R-10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Ont Opt. Description 1a Glazing lb High Efficiency HVAC Equipment 2 1c High Efficiency HVAC Equipment 3 Wall12 Wall- int'' Wall- ext Efficient Building Envelope 1 Slab' Option io Area Glazing U -Factor Door 9 , Ceiling Vaulted 3 Above Below Below s Floor on Vertical Overhead" 7 , % of Floor U -Factor Renewable Electric Energy Ceiling Grade Grade Grade Grade R-49or R-21 R-21 R-10 01 13% 0.34 0.50 0.20 R-38 R-38 Int 7 TB R-10 R-30 21 Adv. R-49 or R-21 R-21 R-10 II 25% 0.32 0.50 0.20 R-38 R-38 Int.7 TB R-10 R-30 21 Adv. R-49 ior R-21 R-21 R-10 011I Unlimited 0.30 0.50 0.20 R-38 R -38R-10 Int.7 TB R-30 21 Adv. See WSEC table 6-1 for footnotes Glazing Schedule Attached to Document Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and doors meet maximum U -factor. Alternate heating size method submitted. F/� Option I or II, Glazing to floor area limit (WSEC 602.7.2) ❑ Area weighted window, skylight or door Ll -factor (WSEC 602.7.2) ❑ As part of the heating system sizing calculation (IRC M1401.3 & WSEC 503.2.2) Radiant slab: [] R-10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Ont Opt. Description 1a I High Efficiency HVAC Equipment 1 lb High Efficiency HVAC Equipment 2 1c High Efficiency HVAC Equipment 3 2 Hi h Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 3b Efficient Building Envelope 2 3c Super -Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating 5b High Effieciency Water Heating 6 Small Dwelling Unit 7 , Lar e Dwelling Unit 8 Renewable Electric Energy Total Credits `1200 kwh WSEC Prescriptive Worksheet (2010 edition) Zone 1 WSUEEP10-010 Copyright 2010 ' k$ie Heating System Size: Climate Zone 1 Project Information L2M-2066 Indoor Design Temperature Outdoor Design Temperature Design Temperature Difference (AT) AT = Indoor - Outdoor Design Temp Conditioned Floor Area Conditioned Volume Glazing Copy Sum of UA from Glazing Schedule Attic U -Factor R-49 0.027 R-38 Advanced 0.026 Single Rafter or Joist Vaulted Ceilings 70 19 51 2066 19,175 124 X Area 1283 Contact Information = UA UA 129.6 UA 37.1 UA UA UA 326 16610 Btu / Hour 10562 Btu / Hour Building Design Heat Load27172 Btu/ Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 1.15 31248 Btu /Hour If ducts are located in unconditioned space: Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output Building and Duct Heat Loss X 1.50 150% 46872 Btu / Hour WSEC Prescriptive Worksheet (2010 Edition) WSUEEP10-010 Copyright 2010 U -Factor X Area R-38 Vented 0.027 Above Grade Walls X Area U -Factor R-21 0.056F-2-3714 Floors X Area U -Factor R-30 0.029 1281 Below Grade Walls X Area U -Factor 2' Depth Walls 0.042 3.5' Depth Walls 0.041 7' Depth Walls 0.037 Slab Below Grade X Length F -Factor 2' Depth 0.59 3.5' Depth 0.64 7' Depth 0.57 Slab on Grade X Length F -Factor R-10 2' perimeter 0.54 R-10 Full - Heated 0.55 Sum of UA Envelope Heat Load Sum of UA X AT Air Leakage Heat Load ((Volume X 0.6) X OT) X.018)) Contact Information = UA UA 129.6 UA 37.1 UA UA UA 326 16610 Btu / Hour 10562 Btu / Hour Building Design Heat Load27172 Btu/ Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 1.15 31248 Btu /Hour If ducts are located in unconditioned space: Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output Building and Duct Heat Loss X 1.50 150% 46872 Btu / Hour WSEC Prescriptive Worksheet (2010 Edition) WSUEEP10-010 Copyright 2010 1 r Permit Center Dept. of Community Development 345 - 6th Street, Suite 600*Bremerton*WA*98337-1873 WHOLE HOUSE VENTILATION USING THE PRESCRIPTIVE METHOD IN 2009 IRC Purpose: We have all heard about office and school buildings which cause people to become ill. If improperly ventilated, our homes can cause some of us to become ill too. With all of the new materials we use to construct and furnish our buildings, it is very important that our homes are ventilated in such a way as to provide us with a method to get the stale air out and fresh air in. Please check the appropriate box to describe which of the four prescriptive Whole Nouse Ventilation Systems you will be using, and fill in any blanks or boxes under the system you choose. InOption1. Vhole house Ventilation Using Exhaust Fans (IRC Section M1508)) • 7J CFM Exhaust Fan Flow Rating Per Table M1508.2 (attached). Location of whole house exhaust fan(s) must be shoran on the plans, • Fan Controls: 24 hour clock timer with capability of continuous operation, manual and automatic control & accessible • Whole house fans located 4 feet or less front the interior grille shall have a sone rating of 1.5 or less at 0.1 inches w.g. Outdoor Air shall be distributed to each habitable room by individual Outdoor Air inlets. Exception: Exhaust only ventilation systems do not require outdoor air inlets if the home has a ducted forced air heating system that communicates with all habitable rooms and the interior doors are undercut a minimum of Yx inch. Option 2. Whole house Ventilation Integrated with a Forced Air Heating System (IRC Section M1508.5.1) • inch Fresh air duct, connected to the furnace return plenum, sized Per Table M1508.6.2. (attached) • Fresh Air inlet duct Damper Selection: (Choose one) ❑ Motorized Damper (no testing of ventilation flow rates as song as the prescriptive duct sizing per Table M1508.6.2.are met. Manual Damper meeting fable 3-2 flow rates: CFM (sec attached Tabfe M1508.6.2.) 1l Automatic Flow -Regulated Device (Requires field testing or calculation,) • Outdoor Air inlets shall be screened or otherwise protected from entry by leaves or other material and located • All Ventilation supply ducts in the conditioned space shall be insulated to a minimum of R-4 Option 3. Whole house Ventilation Using a Supply Fan (IRC Section M1508) • inch Outdoor air inlet duct, connected to the furnace supply air stream, sized Per Table M1508.6.2. (attached) • Fresh Air inlet duct Back -draft Damper Selection: (Choose one) QCalibrated manual volume damper installed and set to. meet the measured flow rates in Table 3.2 (attached) by field testing with a pressure gauge and/or following manufacturer's installation instructions. A manual volume damper installed and set to meet the measured flow rates specified in Table M1508.6.2.by field testing with a flow hood or flora measuring station, An automatic flow -regulating device sized to the specified flow rate in Table M1508.6.2.which provides constant flow over a pressure range of 0.20 to 0.60 inches water gauge, • Outdoor Air inlets shall be screened or otherwise protected from entry by leaves or other material and located • All Ventilation supply ducts in the conditioned space shall be insulated to a minimum of R-4 Option 4. Whole house Ventilation Using a Neat Recovery Ventilation System • All duct work in heat recovery system shall be at least 6 inches in diameter • Balancing dampers shall be installed on the inlet and exhaust side. • Flow measurement grids shall be installed on the supply and return. • System minimum flow rating shall not be less than specified in Table M1508.6.2, • Outdoor air inlets shall be screened or otherwise protected from entry by leaves or other material and located • Ventilation Supply Ducts in the conditioned space upstream of the heat exchanger shall be insulated to a minimum of R-4 - THE FOLLOWING ARE REQUIRED IN ADDITION TO. THE OPTION CHOSEN: • At the time of final inspection, the automatic control time shall be set to operate the whole house fan for at least 8 hours per day, • A label shall be affixed to the control that reads "Whole House Ventilation" (see operating instructions) • 24-hour clock tuner installed with capability of continuous operation, manual and automatic control, readily accessible. • Installer shall provide the manufacturer's installation, operating instructions, and a whole house ventilation system operation description. REFERENCE TABLES Table M1508.2 Whole House Ventilation Minimum Ventilation Rates: (continuously Operated Svstems)(dm) Floor Area (ft 0-1 Number of Bedrooms 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501 — 3000 45 60 75 90 105 3001 —4500 60 75 90 105 120 4501 —6000 75 90 105 120 135 6001 —7500 90 105 120 135 150 >7500 105 120 135 150 165 Table --1508,6.2: Prescriptive Supply Fan Duct Sizing Supply Fan Tested CFM at 0.40" mg, Specified Volume from Table 4.08.1 Minimum Smooth Minimum Flexible Duct Diameter Duct Diameter 50-90 cfm 4 inch 5 inch 90-150 cfm S inch 6 inch 150-250 cfm 6 inch 7 inch 250-400 cfm 7 inch 8 inch J PRESCRIPTIVE HEATING SYSTEM SIZING All heating equipment must be sized using a recognized engineering practice. Typical sources include: • ASHRAE Handbook of Fundamentals. • ACCA Manual J, 8th Edition- Residential Load Calculation. • ACCA Manual N- Commercial Load Calculation. WSEC: v ww.enerny.wsu.edu/code RESIDENTIAL PLAN REVIEW CHECKLIST This checklist Is part of the approved set of plans. Do not remove, separate or detach any documents. Permit Number:13S/9e)d o / / Owner: /fid r ` . A, • 2009 International Residential Code, WAC 51-51 (Chapters 1-10, 12-24, Appendix G & R) • 2009 Washington State Energy Code (WSEC), WAC 51-11 (2006 Edition until January 1, 2011) • 2009 Uniform Plumbing Code, WAC 51-56 and 51-57 • 2009 International Mechanical Code and 2009 International Fuel Gas Code, WAC 51-52 • Bremerton Municipal Code Title 17 & 18 The numbered items on the following pages are associated with the above referenced codes, as adopted and amended by the City of Bremerton. This checklist is intended to provide basic, helpful information only, and shall not be construed as an all-inclusive list of code requirements. In order to aid with the transition from the 2006 International Residential Code to the 2009 International Residential Code, substantial code changes or differences between the 2006 IRC and the 2009 IRC codes are in bold type. Because of copyrighted material, the unamended codes are not available online. Building codes may be researched in the Department of Community Development office or the Sylvan Way branch of the Kitsap Regional Library. The state amendments to the codes may be found at www.sbcc.wa.gov. The Energy Code and resources may be researched at www.energy.wsu.edu. The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Bremerton Building & Fire Code or any other ordinance of the city of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the codes and ordinances of the City of Bremerton shall not be valid. Office hours are from 8:00 a.m. to 5:00 p.m. Monday through Thursday. To schedule an inspection, call (360) 473-5870 and provide your permit number, the name and address shown on the permit, the type of inspection needed, and a contact telephone number. Inspection requests must be made before 7:30 a.m. by telephone in order to be scheduled for the same business day. You can also sign into the Online Center at www.bremerton.wa.us/PublicPortal Online requests must be made by midnight the day before the requested date. We do NOT call to confirm the inspection nor make an appointment. The final building inspection will not be approved until other agency final inspections have been performed and approved (Public Works, Water Maintenance, Electrical, and Health (if on septic system]). City of Bremerton Department of Community Development 345 6"'5t., Suite 600 Bremerton, WA 98337 Revised 4/4/2012 (360) 473-5875 Inspections: (360) 473-5870 Fax: (360) 473-5278 City of Bremerton Department of Community Development 345-6 1h Street, Suite 600 Bremerton, WA 98337-1873 Phone: (360) 473-5875 • Fax: (360) 473-5278 '' • Inspections: (360) 473-5870 RESIDENTIAL PLAN REVIEW CHECKLIST This checklist Is part of the approved set of plans. Do not remove, separate or detach any documents. Permit Number:13S/9e)d o / / Owner: /fid r ` . A, • 2009 International Residential Code, WAC 51-51 (Chapters 1-10, 12-24, Appendix G & R) • 2009 Washington State Energy Code (WSEC), WAC 51-11 (2006 Edition until January 1, 2011) • 2009 Uniform Plumbing Code, WAC 51-56 and 51-57 • 2009 International Mechanical Code and 2009 International Fuel Gas Code, WAC 51-52 • Bremerton Municipal Code Title 17 & 18 The numbered items on the following pages are associated with the above referenced codes, as adopted and amended by the City of Bremerton. This checklist is intended to provide basic, helpful information only, and shall not be construed as an all-inclusive list of code requirements. In order to aid with the transition from the 2006 International Residential Code to the 2009 International Residential Code, substantial code changes or differences between the 2006 IRC and the 2009 IRC codes are in bold type. Because of copyrighted material, the unamended codes are not available online. Building codes may be researched in the Department of Community Development office or the Sylvan Way branch of the Kitsap Regional Library. The state amendments to the codes may be found at www.sbcc.wa.gov. The Energy Code and resources may be researched at www.energy.wsu.edu. The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Bremerton Building & Fire Code or any other ordinance of the city of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the codes and ordinances of the City of Bremerton shall not be valid. Office hours are from 8:00 a.m. to 5:00 p.m. Monday through Thursday. To schedule an inspection, call (360) 473-5870 and provide your permit number, the name and address shown on the permit, the type of inspection needed, and a contact telephone number. Inspection requests must be made before 7:30 a.m. by telephone in order to be scheduled for the same business day. You can also sign into the Online Center at www.bremerton.wa.us/PublicPortal Online requests must be made by midnight the day before the requested date. We do NOT call to confirm the inspection nor make an appointment. The final building inspection will not be approved until other agency final inspections have been performed and approved (Public Works, Water Maintenance, Electrical, and Health (if on septic system]). City of Bremerton Department of Community Development 345 6"'5t., Suite 600 Bremerton, WA 98337 Revised 4/4/2012 (360) 473-5875 Inspections: (360) 473-5870 Fax: (360) 473-5278 A Building permit is required to construct, enlarge, alter, repair, move, demolish or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace any electrical, gas, mechanical or plumbing system. Exceptions include a fence less than 6 feet in height, one-story tool sheds or playhouses less than 200 square feet, retaining wall less than 4' in height measured from the bottom of the footing and not supporting a surcharge, interior finish such as paint or carpet, prefabricated swimming pools less than 24" high, residential playground equipment, window awnings less than 54" from the exterior wall and not requiring additional support, and residential reroofs less than 4,000 square feet. Other exceptions may apply: Contact the office to answer any questions. Electrical permits are available from Washington, State Labor & Industries. FLOOR PLAN _,M IDENTielgATION IRC Section R105.3. Each room and its intended use must be clearly shown on the plans by the applicant for plan review purposes. 2. EGRE SE�,WIN4gWS: IRC Section R310.1. Basements, habitable attics, and every sleeping room shall have at least one operable emergency escape and rescue opening. (Habitable attic is a conditioned attic area with an occupiable floor area of 70 square feet and ceiling height of at least 7 feet over minimum area of 35 square feet.) Windows shall have a minimum net clear openable area of 5.7 square feet, or, minimum of 5.0 square feet for grade floor openings. The minimum clear opening height shall be 24", and the minimum clear opening width shall be 20". The window shall have a finished sill height at 44" or less above the floor: Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys, tools, or special knowledge. Window wells shall be provided when egress windows have a finished sill height below the adjacent ground elevation. The well shall allow the window to be fully opened and provide a minimum accessible net clear opening of 9 square feet, with a minimum dimension of 36". Window wells with a vertical depth of more than 44" shall be equipped with a permanent ladder or steps. See Page 25, Emergency Egress/ Rescue Opening, for additional information. 3. SMOKE ALARMS: IRC Section R314.1. A smoke alarm listed in accordance with UL217 shall be installed in each sleeping room, including each bedroom, bonus room, habitable attic, and other habitable rooms that could potentially be sleeping rooms that contain an intervening door that can be closed to separate the room from areas otherwise provided with smoke alarms, as well as outside each separate sleeping area in the immediate vicinity of the bedrooms, and each additional story of the dwelling including basements (but excluding crawl spaces and uninhabitable attics.) In dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper, level shall suffice for the adjacent lower level ,provided that the lower level is less than one full story below the upper level. When more than one smoke alarm is required to be installed within an individual dwelling unit, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms . in the individual . unit. Alterations, repairs. and additions shall be equipped with smoke alarms located as required for new dwellings, except work performed only on the outside, or plumbing or mechanical work only. Interconnection and hardwiring, Is . not required in `existing buildings if the alterations do not result in the removal of wall or ceiling finishes unless there is a basement, attic, or crawl space which could provide access for hardwiring andinterconnection without removing • the interior finish. Note: Habitable rooms such as dens, libraries and offices that are provided with built in features that establish the specific use of the room as something other than for sleeping, and do not contain clothes closets, need not be considered a sleeping room. 3a. CARBON MONOXIDE ALARMS: IRC Section 315. In dwellings where fuel -fired appliances exist or that have attached garages, an approved carbon monoxide alarm listed with UL 2034 shall be installed outside of each separate sleeping area in the immediate vicinity of the bedroom, unless the dwelling has been owner -occupied prior to July 1, 2010, and there are no new fuel -powered appliances. In a building where a tenancy exists, the tenant shall maintain the CO alarm as speci- fied by the manufacturer including replacement of the batteries. In existing dwellings with existing fuel appliances, the CO alarm shall be installed by January 1, 2013. 4. SAFETY GLAZING: IRC Section R308.4. All glass located in an area considered hazardous must be safety glazed: 1. Glazing in all fixed and operable panels of swinging; sliding and bifold doors, except deco- rative glazing and glazed openings 2. Glazing adjacent to a door where the nearest vertical edge is within a 24" arc of the door in a closed position and whose bottom edge is less than 60" above the floor or walking surface. Exceptions: decorative glazing; an intervening wall or permanent barrier is between the door and the glazing; glazing is in a wall on the latch side of the door and perpendicular to the plane CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 6. 7. 8. of the door in a closed position; glazing 5. NATURAL LIGHT & VENTILATION IRC Section adjacent to a door giving access to a closet R303.1 and R303.2. All habitable rooms shall be which is less than 3' in depth; and glazing provided with aggregate -glazing area of not less adjacent to the fixed panel of a patio door. than eight percent (8%) of the floor area of such Glazing that meets all of the following rooms, except for rooms which have artificial light conditions: capable of average illumination of 6 foot-candles at A. Exposed area of an individual pane is a height of 30" above floor level. An adjoining room greater than 9 square feet. and may be considered under certain conditions of B. Exposed bottom edge is less than 18" R303.1.1. Ventilation shall be provided through above the floor. and , source specific and whole house ventilation systems C. Exposed top edge is greater than 36" designed and installed as specified in Sections above the floor. and M1507 and M1508. See Items 90-97. D. 1 or more walking surfaces are within 36" horizontally of the plane of the 6. EXHAUST FANS: IRC Section M1507, IMC 501.2, ---�—�— glazing. 501.2.1 Source specific exhaust ventilation is Exceptions: Decorative glazing; a rail at required in each kitchen, bathroom, water closet, least 1%" high and capable of withstand- laundry room, indoor swimming pool, spa, and other ing a horizontal force at least 50 pounds rooms where water vapor or cooking odor is per linear foot without contacting the produced. Exhaust fans providing source specific glass is installed in front of the glazing ventilation shall have a minimum fan flow rating not 34" to 38" above the walking surface, or less than 50 cfm at 0.25 inches water gauge for outboard panes in insulating glass units bathrooms, laundries, or similar rooms and 100 cfm and other multiple glazed panels when the at 0.25 inches water gauge for kitchens. The air bottom edge of the glass is 25 feet or removed by every mechanical exhaust system shall more above grade, roof, walking surfaces be discharged outdoors. Air shall not be exhausted or other horizontal surface adjacent to the into an attic, soffit, ridge vent, or crawl space. See glass exterior. the energy section of this checklist for additional Glazing in railings regardless of area or requirements. height above a walking surface. 7. CLOTHES DRYERS: IRC Sections M1502, G2439.3 Tub, shower, hot tub, whirlpool, sauna, & & G2439.5. Clothes dryer exhaust ducts shall steam room enclosures and any glazing in a terminate outside the building at least 3 feet away from bathroom wall enclosure, where the bottom is any openings and be equipped with a backdraft less than 60" above the walking surface. damper. Exhaust ducts shall be constructed of Exception: Glazing more than 60" mea- minimum 0.016 -inch -thick rigid metal ducts, having sured horizontally from the waters edge of smooth interior surfaces with joints running in the a hot tub, whirlpool or bathtub. direction of air flow. Ducts shall not be connected with Glazing in walls and fences used as the sheet metal screws or other fasteners which could barrier of indoor and outdoor swimming pools obstruct the flow. Exhaust ducts shall be supported and spas when the bottom edge of the at 4' intervals and secured in place. Approved (UL glazing is less than 60" above a walking 2158A) transition duct of not more than 8' in length surface and the glazing is within 5' of the may be used within a dwelling, provided they are not water's edge. concealed within construction. Duct length shall not Glazing within 36" horizontally of a walking exceed a total combined vertical and horizontal length surface and adjacent to stairways, landings of 25' from the connection of the transition duct and ramps when the exposed surface is less from the dryer to the outlet terminal. The maximum than 60" above the plane of the walking length of the duct shall be reduced in accordance surface. Exception: A rail, guard or wall is with Table M1502.4.4.1, except the manufacturer's installed meeting conditions of R308.4(7). instructions may prevail if the instructions are Glazing within 60 horizontally of the bottom provided to the inspector at the time of the tread of a stairway in any direction when the concealment inspection. No screens shall be exposed surface of the glass is less than 60 installed at the duct termination. Where the duct is inches above the nose of the tread. Excep- concealed within the, building construction, the tions: Guardrail or handrail complies with equivalent length of the exhaust duct shall be R311.7.6 and 8312 and the glass is more identified on a permanent label or tag located than 18" from the railing, or a solid wall or within 6' of the exhaust duct connection. panel extends 34" to 36" above walking surface and top of wall can withstand same forces as a guard. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 3 Table M1502.4.1.1 Dryer Exhaust Duct Fitting Equivalent Length Exhaust Duct Fitting Type E uivalent Length 4" radius mitered 45 elbow 2-6- 4" radius mitered 90 elbow 5' 6" radius smooth 450 elbow . 1' 6" radius smooth 951.elbow 8" radius smooth 45 elbow 1 ' 8" radius smooth 90 elbow 1' 7" 10" radius smooth 450 elbow 9' 10" radius smooth 90 elbow 116. 8. RANGE H00 .: IRC Section M1503, M1901. The vertical distance between the cooking top. of a domestic range and unprotected combustible material shall 30"'or more. Reduced clearances may be permitted in accordance with the listing and labeling of the "range hoods or appliances. Commercial cooking equipment shall not be installed within dwelling units;: cooking appliances shall be listed and labeled as household -type appliances for domestic use. 9. 1NATER,,;,,CLO�S� CLF ., ANC S: IRC Figure 307.1.. Water closets shall be located in a clear Space not less than 30" in width, and not closer than 15" from the centerof the fixture to a wall or other side barrier such as a tub. The clear space in front of. the water closet shall be at least 21 ". The ceiling height at the front of the water closet shall be at least 6'8" high, and the ceiling height above the fixture shall be such that the fixture is capable of being used for its intended purpose. 10. SHOWER AREAS: IRC Figure 307.1, R305, R307. Showers shall have a minimum dimension of 30"x 30" minimum clearance of 24" in front of the opening, and at least 6' 8" clearance above the shower floor or tub. A non-absorbent wall finish shall be provided to a height of not less than 6 feet above the shower floor. 11. CHIMNEYS & . FIREPLACES: IRC Chapter 10. Factory -built chimneys and fireplaces shall be tested in accordance with UL 127, listed and labeled, and shall be installed and terminated in accordance with the manufacturer's installation instructions. Masonry or concrete fireplaces shall be constructed in accordance with IRC Chapter 1.0 and certified in accordance with Washington State Building Code Standard 31-2 and IBC 2114. 12. TIGHT -FIT TING DOORS (FIREPLACEI: IRC Section R1001.7.1. Solid fuel burning appliances and fireplaces shall be provided with tight -fitting glass or metal doors, or a flue draft induction fan or as approved for minimizing back -drafting. An outside source of combustion air shall be ducted to the firebox with ducts at least 6 square inches. 13. FIREPLACE HEARTH EXTENSION: IRC Section 1001.10. An approved noncombustible hearth must extend at least 16" from the front of, and at least 8" beyond each side of the fireplace opening. Where the fireplace opening is 6 square feet or larger, the hearth extension shall extend at least 20" in front of, andat at least 12" beyond each side of the fireplace opening. 14. CLEARANCE TO COMBUSTIBLES: IRC Section 1003.18, 1001.11. When masonry chimneys are built within a structure, a 2" clearance to combustible material is required. When a chimney is placed on the exterior of the structure, a 1" clearance is allowed. Combustible material shall not be placed within 6" of fireplace opening. No combustible material placed within 12" of .the fireplace opening (such as mantles or decorative fireplace surrounds) shall project more than 1/8" of each 1" clearance from_the opening. See IRC Chapter 10 for additional requirements. 15. COMBUST,1ON;A�IR IRC Section M1701.1. Solid -fuel - burning appliances shall I;e provided with combustion air in accordance. with ' the appliance manufacturer's installation instructions. Oil -fired appliances shall be provided with combustion air in accordance with NFPA 31. The requirements for combustion and dilution air for gas-fired appliances shall be in accordance with Chapter 24: Fireplaces'shall comply with Section 1001. 16. APPLIANCE LOCA_ TTIONL IRC Section G2406.2. Fuel burning appliances shall not be installed in a sleeping room, bathroom, toilet room, or closet. Exception: direct vent appliances (see IRC Section G2406.2 for additional exceptions). 17. PROTECTION OF APPLIANCES: IRC Section M1307.3. Appliances located in a garage or carport or any other location subject to vehicle damage shall be protected by approved barriers. Appliances having an ignition source shall be elevated so that the source of ignition is at least 18" above the floor in garages and in any room that opens to the garage. Appliances designed to be fixed in position shall be fastened or anchored in an approved method. 18. WATER HEATER: IRC Section M1307.2; UPC 508.2, 508.4, 608.5; WSEC Section 504.2.1. Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the appliance and shall be at least 4" away from the controls. Where water heaters are installed in locations where leakage of the tank or connections can cause damage, a watertight pan of corrosion -resistant materials. shall be installed beneath the water heater with a minimum '/" diameter drain to an approved location. Temperature and pressure relief valves shall be drained to outside, except that replacement water heaters shall only be required to provide a drain pointing downward from the relief valve to extend between 2' and 6" from the floor with no additional floor drain. Drain may not be trapped and must terminate CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 4 no more than 2' or less than 6" from the ground and shall not be threaded.. All electric hot water heaters shall be placed on an R-10 pad when located in an unheated space or on a concrete floor. A thermal expansion (compression) tank shall be installed on water heater tanks. 1.9. L.P.G. (PROPANE) APPLIANCES: IFGC Section 303.2 and 303.3 prohibits appliances from being installed in a hazardous location, which is any location considered to be a fire hazard for flammable vapors, dust, combustible fibers or other highly combustible substances. L.P.G. (heavier than air) containers shall not be installed in a basement, cellar, pit, under -floor space, below grade or similar location where heavier- than-air gas might collect. L.P.G. tanks shall be installed in accordance with NFPA 58 and Chapter 38 of the 2009 International Fire Code. L.P.G. standard shall be NFPA 58. Typical LPG Tank Setbacks L.P.G. Tank Size (ga _W4 110%4 .wwacn uUni ouuuQAy5 and property lines < 125 zero, with conditions* 125 to 500 10 feet 500 to 2000 25 feet 'Minimum 5 feet to property lines; building openings; sources of ignition; ventilation air intakes; openings into direct -vent appliances. 20. MANUFACTURER'S SPECS: IRC M1307.1. The manufacturer's operating and installation instructions shall remain attached to the appliance until final inspection. 21. BACKFLOW PREVENTORS: UPC Section 603.4.7. Potable water outlets with hose attachments other than water heater drains and clothes washer connections shall be protected by a listed non -removable hose bibb type backflow preventer, or atmospheric vacuum breaker. All cross connections between potable water sources and other systems, such as landscape irrigation systems, hydronic-radiant heating systems, swimming pools, etc. shall be equipped with backflow preventers in accordance with UPC Section 603. 22. TRAP PRIMERS: UPC Section 1007. Floor drains or similar traps connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer, except where it's deemed not necessary for safety or sanitation by either the Building Dept. or the Water Dept. Trap seal primers shall be accessible for maintenance. 23. GARAGE/DWELLING DOOR: IRC Section R302.5.1. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less that 1-3/8 inches in thickness, solid or honeycomb core steel doors not less than 1-3/8 inches thick, or 20 -minute fire -rated doors. 24. GARAGE/DWELLING SEPARATION, GARAGE FOR: IRC Section R302.5, R309.1 The garage shall be separated from the residence and its attic area by not less than %" gypsum board applied to the garage side, including garages located less than 3' from a dwelling unit on the same lot. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5/8" Type X gypsum board. Structural members supporting the horizontal separation shall be protected by minimum %" gypsum board (this includes all bearing walls, posts, columns, etc.). Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No.26 gage sheet steel or other approved material and shall have no openings in the garage. Openings around vents, pipes, ducts, cables, and wires shall be fireblocked with an approved material to resist the passage of flame and products of combustion. The garage floor shall be of concrete or other approved noncombustible material, and shall be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. A carport (open on at least 2 sides) may have a floor surface of asphalt. 25. SEPARATION BETWEEN DWELLING UNITS: IRC Section R302.3, R302.2. Walls and floors separating dwelling units in two-family dwellings shall not be less than 1 -hr fire -resistance construction when tested in accordance with ASTM E 119 or UL 263. Fire- resistant -rated floor -ceiling and wall assemblies shall extend to and be tight against the exterior walls, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. Wall assemblies need not extend through attic spaces when the ceiling is protected by 5/8" Type X gypsum board, an attic draft stop is provided above and along the wall assembly, and the structural frame supporting the ceiling is protected by not less than '/" gypsum board. Townhouses shall be separated by either a 1 -hour fire - resistance -rated wall assembly at each townhouse, or a common 2 -hour fire -resistance -rated wall assembly between townhouses, with no plumbing, ducts, or vents in the cavity, tested in accordance with El 19 or UL 263. See R302 for details of fire -resistant -rated construction. 26. FIRE -RESISTANCE OF EXTERIOR WALLS: IRC Section R302.1 Table R302.1. 1 -hr fire -resistive construction is required Within 5 feet of property lines. Openings are not permitted at less than 3' and are limited between 3' and 5'. Projections are allowed to be protected with 1 -hour fire -resistance rated construction on the underside when the projection is between 2' and 5' from the property line. Unprotected, detached garages shall be at least 3 feet away from other residential or accessory buildings. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 27. FLOOR AREA: IRC Section R304. Dwelling units shall have at least one habitable room with not less than 120 square feet of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet with a minimum dimension of 7' 32 in one direction. 28. MINIMUM.. DING .HEIGHTS:. IRC Section R305.1. Habitable spaces shall have a ceiling height of not less than 7 feet. Beams and girders spaced not less than 4 feet on center may project not more than 6 inches below the required ceiling height. Ceilings in basements without habitable spaces may have a ceiling. height of.6'-8" with beams projecting to within 6'-4" of the finished floor: Bathrooms shall have minimum ceiling height of 6'-8" at the front clearance areas of fixtures. 29. ATTIC ACC—E§§; IRC Section R807.1. Attics which exceed 30 square feet and have a vertical height of "30" or more as measured from the top of the ceiling framing member to the underside of the roof framing members must be provided' With an access opening of not less' than 22" x 30 and located in a hallway, corridor, or readily accessible location. When the access is located 'in the ceiling, minimum unobstructed headroom fn the attic space shall be 30" at some point above the access measured vertically from the bottom of the ceiling framing members. Attics containing appliances shall be provided with an opening and a clean and unobstructed passageway large enough to allow removal of the largest appliance and .with an opening with 'a minimum dimension of 20" by 30" and maximum passageway of 20' long measured from the opening to the appliance. See M1.305.1.3 for additional details. 30. DOORS & EXITS: IRC Section R311.2. At least one egress door shall be provided in each dwelling unit. The egress door shall be side - hinged, with a minimum clear width of 32" when measured between the face of the door and the stop (usually a 36" door) and clear height of 78", and that can be opened without the use of a key, tool or special knowledge. 31. LANDINGS: IRC Section R311.3. There shall be a floor or landing on each side of exterior doors with dimensions of at least 36" measured in the direction of travel, and at least the width of the door served. The floor or landing shall be not more than 1.5`' lower than the threshold of the doorway, except doors may have the landing up to 7 %" below the level of the threshold provided the door does not swing over the landing (except that screen and storm doors may); OR, a landing is not required if the door is not the main exit and there are two or fewer risers,.An interior door may open at the top of a flight of stairs provided the door does not swing over the top step. Exterior balconies may have a landing less than 36" when the balcony is less than 60 s.f. and only accessible from a door. Exterior landings may have a slope not to exceed 2% (1" in 48"). GUARDS: IRC Section R312. Porches, balconies or raised floor, surfaces located more than 30" above the floor or grade below shall have guards not less than 36" in height, including areas enclosed with insect screening, except where guards are required at the open side of stairs, the height may be reduced to 34" above the stair nosings. Guardrails shall be designed such that a sphere 4" in diameter cannot pass through, except the triangular opening between a riser, tread and the bottom rail of the guard may be of such size that a sphere 6" cannot pass through. 33. HANDBAILS IRC Section R311.7.7 & 311.8.3. All stairways with 4 or more risers and ramps with exceeding a slope. of 1:12 (8.33%) shall have at least one, handrail. :Svgh handrails shall be placed not less than 34" or more .than 38"..above the nosing of the treads. Handrails .for stairways. shall be continuous for the full length of the flight from a point directly above the top riser to a point directly above the lowest riser of the flight or the- full length of a ramp. The handgrip portion of the handrail shall not be less than 1-1/4" or more than 2-1/4" (maximum 2" if circular) in cross- sectional dimension:, and shall be of a "grippable" shape. (see Page 27 for handrails) There shall be a space of not less than 1-1/2" between the wall and the handrail; however, the handrail shall not project more than 4-1/2" into the required stair width. Handrail ends shall be returned or shall terminate in a newel post or safety terminals. 34. STAIRWAYS: IRC Section R311.7. Private dwelling stairways shall not be less than 36" in width and shall have a headroom clearance of not less than 6 feet 8 inches measured vertically from the sloped plane adjoining the tread nosings, or landing surfaces. (See Item 39 for spiral stairways.) 35. STAIR RISE .& RUN; IRC Section R311.7.4. Maximum riser height shall be 7-% inches and the minimum tread depth shall be 10 inches. The greatest riser height may not exceed the smallest by more than 3/8 inch. The radius curvature at the leading edge of the tread shall be no greater than 9/16 inch. A nosing not less than '/ inch but not more than 1-% inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Exception: A nosing is not required'where the tread depth is a minimum of 11 inches. Open risers are permitted, provided that the opening between treads does not permit the passage of a 4 -inch diameter sphere. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 36. STAIRWAY ILLUMINATION R311.7.8, R303.6.1. All interior and exterior stairways shall be provided with a means to illuminate the stairs, including the landings and treads. Interior stairways shall be provided with a light located in the immediate vicinity of each landing of the stairway that provides at least 1 foot candle of illumination measured at the center of treads and landings. A wall switch shall be provided at each floor level where the stairway has six or more risers. Exterior stairways shall be provided with an artificial light source located in the immediate vicinity of the top landing of the stairway. Exterior stairways providing access to a basement from the outside grade level shall be provided with an artificial light source located in the immediate vicinity 'rof the bottom landing of the stairway. The illumination of exterior stairways shall be controlled from inside the dwelling unit. 37. USABLE SPACE UNDER STAIRS: IRC Section R302.7. The walls and soffits of enclosed usable space under stairs shall be protected I' on the enclosed side by not less than 1 layer of % gypsum board. 38. WINDING STAIRWAYS: IRC Section R311.7.4.2 Winding stairways shall have minimum tread depth of 6" and a minimum tread depth of 10" measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. 39. SPIRAL STAIRWAYS: IRC Section R311.7.9.1. Spiral stairs must provide a clear walking area measuring at least 26" from the outer edse of the supporting column to the inner edge of the handrail. The tread run must be at least 7 %" at the point 12" from where the tread is the narrowest. The rise must be sufficient to provide 6'-6" headroom, and each riser shall not exceed 9 Y inches. STRUCTURAL 40. MIN. CONCRETE FOOTING SIZE: IRC Section 9403. 1, R403.1.3. • Supporting 1 floor: minimum 6" by 12". • Supporting 2 floors: minimum 6" x 15". • Supporting 3 floors: minimum 8" x 23". All exterior walls shall be supported on continuous footings or other approved structural systems of sufficient design to accommodate all loads ';and to transmit the resulting loads to the supporting soil within the limitations determined from the characteristics of the soil. Footings shall be supported on undisturbed natural soil or engineered fill. As a minimum standard, see Prescriptive Foundation Requirements, on Page 19. 41. MIN. CONCRETE FOOTING REINFORCEMENT: IRC Section 403.1.3. At least two #4 bars are required for all continuous concrete footings. As a minimum standard, see Prescriptive Foundation Requirements on Page 19. (Vertical bars shall be tied in place at the time of the footing inspection. Wet setting of vertical bars will not be approved.) 42. MIN. CONCRETE. FOUNDATION WALL SIZE: IRC Section 404.1.4.2, Walls that exceed 8 feet in height or have more than 4 feet of unbalanced fill and no permanent lateral support at the top of the wall, must, be designed, signed and sealed by a Licensed Washington State Design Professional. 43. MIN CONCRETE FOUNDATION REINFORCE-MENT: IRC Section R404. Steel reinforcement shall have minimum yield strength of 60,000 psi (Grade 60). As a minimum standard, see Prescriptive Foundation Requirements on Page 19. 44. MINIMUM FOOTING DEPTH: IRC Section R403.1.4. All exterior footings shall be placed at least 12" below the undisturbed ground. Interior footings supporting bearing or bracing walls and cast monolithically with a slab on grade shall extend to a depth of not less than 12" below the top of slab. 45. SLAB ON GRADE FLOOR: IRC R403.1.3.2 IRC R309.1. Foundations must extend at least 6" above finish grade. Monolithic foundations shall have foot- ings at least 12" wide, be at least 12" below grade, extend at least 6" above finish grade, and shall have at least two #4 bars at the bottom of the footing and one #4 bar located within 7 inches of the top of the slab. See Page 19, Foundation Requirements, for additional information. Garage or carport floor surfaces shall be sloped to a drain or toward the main vehicle entry doorway. 46. FOUNDATION ANCHORAGE: IRC Section R403.1.6 & R602.11.1. Anchor bolts shall be not less than '/Z" diameter, embedded at least 7", and spaced no more than 6' apart. (4' if over 2 stories). There shall be a minimum of 2 bolts per piece (sill plate), with a bolt located within 12" of each end of each piece. 3" x 3" x 0.229" thick hot dipped galvanized plate washers, and nuts shall be tightened on each bolt to the plate. If foundation anchor straps are used instead of anchor bolts, they shall be spaced no more than 4' apart (3' if over 2 stories). 47 DAMP-PROOF FOUNDATION WALLS: IRC Section .tee e�sss�. R406 Exterior foundation walls that retain earth and enclose habitable or usable spaces located below grade shall be dampproofed in accordance with IRC R406.1 or waterproofed in accordance with IRC 406.2, from the top of the footing to the finished grade by approved methods and materials. All joints in membrane waterproofing shall be lapped and sealed with an adhesive compatible with the membrane. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 7 48. PICR PADS & COLUMNS: IRC Section R407.3. use. Posts or columns which are exposed to weather, Concrete pier footings shall have a depth to width or are located in basements or cellars, shall be ratio not to exceed 2:1, or, shall have #4 bars located supported by piers or metal pedestals projecting 1 inch each direction spaced not more than 12" on center. above the floor (and 6" above exposed earth) and shall (Rebar must be in place upon inspection;!) Positive be separated by an approved impervious moisture connections shall be provided to prevent lateral barrier, or must be of pressure treated wood, or wood displacement at both the top and bottom of'columns. of natural resistance to decay. Posts or columns in 49. FOOTING/PIER SETBACK FROM SLOPE• IRC enclosed crawl spaces located within the periphery of Sec — Section R403.1.7 The placement of buildings and the building, supported by concrete piers or metal structures on or adjacent to slopes than 1 pedestals shall be greater than 8 inches from exposed steeper unit vertical in 3 units horizontal (33.3%) slope shall ground and must be separated by a moisture barrier or conform to Sections R403:'1:7.1 through R'403.1.7.4. be 11 of pressure treated wood. (See also IRC Figure R403.1 J.1) Footings must be 54. GIRDERS . ENTER[I VG MASONRY OR CON�J'E �11�®I�I�I�r.IR.�.�i1�� embedded in material sufficient to provide vertical ' IRC Section R317.1(4) Ends of wood girders and lateral support for the footing without detrimental entering concrete or masonry walls must have a settlement... minimum clearance of % inch on tops, sides and ends, 50. M CHIMP F.OUNDATI JAN: IRC Section R1001. ""'O'� NDA 2 or shall be of an approved species and. grade of and R1003 Masonrychimneys shall be supported on lumber. pressure treated or decay:: resistant heartwood foundations of solid masonry'or concrete at least 12 of redwood, black locust, black walnut or cedars. inches thick, at least 6 inches beyond., each side of 55. POST-BEAN„•;,QNNEC1l0NS,LFA�TENING: IRC the exterior' dimensions of`the chimney;._be at least .�..�.r�ri ror•�r iw �i�. �r.�r�or� R301, . R407 3; Rb02.9.' Where posts and" "beam or 1T.beldw grade, and on natural. undisturbed earth or girder construction is used to support framing, positive engineered fill. Reinforcement shall conform to the connections shall be provided to ensure against uplift requirements set forth ,in Table R10o3:2 I' and IRC and lateral displacement. The construction. of buildings Figure R1001.1. and structures shall result in a system that provides a 51. FOUNDATION. VENTILATION:. IRC Section complete load path capable of transferring . all loads � ® . R408.2. Minimum net area of ventilation openings from their point of origin through the load resisting shall not be less than 1 square foot for each 300 elements to the foundation. square feet of under -floor space area. One such 56. SPECIFY WOOD SPECIES &. GRADES: IRC ventilating opening shall be within 3 feet of each Sections R502.1, R602.1 Load-bearing dimension corner of the building except one side of the building , lumber for joists, beams, girders, studs, plates and is permitted--to---have no ventilation openings. headers shall be identified by a grade mark of a lumber Ventilation openings shall be covered for their height grading or inspection agency that has been approved and width with materials identified in IRC R408.2 by an accreditation body that complies with DOC PS such that the openings are not larger than % inch. 20. In lieu of a grade mark, for wood locally milled, a 52. PROTECTIONAGAINST DECAY: IRC!, Section certificate of inspection issued by a lumber grading or R317.1, R317.3.1. All wood in contact ;with the inspection agency meeting the requirements of this ground that supports permanent structures''intended section maybe accepted. for human occupancy shall be approved !pressure 57. FLOOR FRAMING: IRC Sections R502.3, R502.6, preservative treated wood suitable for' ground R502.6.1, R502.7 The ends of each joist, beam or contact use and treated in accordance with AWPA girder shall have not less than 1-1/2" of bearing on U1. All wood framing members that rest on;l,concrete wood or metal or not less than 3" on masonry or or masonry foundation walls shall be treated wood or concrete. Joists framing from opposite sides over a decay -resistant heartwood of redwood, black locust, bearing support shall lap a minimum of 3 inches and or cedars. Cut ends of pressure -treated wood shall shall be nailed together with a minimum three 10d face be treated in accordance with AWPA M4. (Note: All nails. Joists shall be supported laterally at each end fasteners used in pressure treated lumber [sills, joists and at each intermediate support by full -depth solid to sill, rim joist to sill, etc.] shall be hot dipped blocking not less than 2" nominal thickness; or by galvanized, stainless steel, silicon bronze or, cop per.) attachment, to a header, band, or rim joist; or shall be 53. POSTS, POLES AND COLUMNS: IRCI Section otherwise provided with lateral support to prevent R317.1.2, R317.1.4. Columns and posts supporting rotation. See IRC Tables R502.3.1(1) & (2) for floor permanent structures that are embedded in concrete joist spans, R502.5(1) & (2) for girder spans, and or in direct contact with the ground or embedded in R502.3.3 (1) & (2) for cantilever spans. A load path for concrete exposed to the weather shall be approved lateral forces shall be provided between floor framing pressure treated wood suitable for ground contact and braced wall panels located above or below a floor. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 8 58. BEARING PARTITIONS: IRC Section 502.4. Joists under parallel bearing partitions shall be of adequate size (as a beam) to support the load. Double joists, sized to adequately support the load, that are separated to permit the installation of piping or vents shall be full -depth, solid -blocked with lumber not less than 2 inches in nominal thickness spaced not more than 4 . feet on center. Bearing partitions perpendicular to joists shall not be offset from supporting girders, walls or partitions more than the joist depth unless such joists are of sufficient size to carry the additional load(s). 59. UNDER -FLOOR CLEARANCE: IRC Section 317.1. When floor joists or the bottom of a wood structural floor are located within 18" or wood girders are located within 12" to the exposed ground in crawl spaces or unexcavated area located within the periphery of the building foundation, all components of the floor assembly shall be pressure treated wood or wood of natural resistance to decay, including all posts, beams or girders, joists and sub -floor. The under -floor grade shall be cleaned of all vegetation and organic material. All wood forms used for placing concrete and construction materials shall be removed before the building is occupied 60. UNDER -FLOOR ACCESS: IRC Section 408.4. Access shall be provided to all under -floor spaces. Access openings through the floor shall be a minimum of 18" x 24". Openings through a perimeter wall shall be at least 16" x 24". When any portion of the through wall access is below grade, an areaway of not less than 16" x 24" shall be provided. The bottom of the areaway shall be below the threshold of the access opening. Through wall access openings shall not be located under a door to the residence. Underfloor spaces containing appliances shall be provided with an unobstructed passageway large enough to remove the largest appliance but not less than 30" high by 22" wide, nor more than 20' long from the opening to the appliance. A level service space of at least 30" by 30" shall be provided at the front or service side of the appliance. See M1305.1.4 for details of mechanical equipment access. 61. WALL FRAMING: IRC Sections 602.3.1, 602.3.2, 602.3.3, 602.3.4, 602.6 & 602.9. Studs shall be a minimum No. 3, standard or stud grade lumber, except that utility studs may be used for bearing studs not supporting a floor above or nonbearing studs. Utility grade studs shall not be spaced more than 16" on center, support more than a roof and ceiling, or exceed 8' in height for exterior and load bearing walls. The size, height, and spacing of all other wood -framing studs shall be in accordance with Table R602.3(5). (Maximum 10 feet in Seismic Design Category D2.) Studs shall be placed with their wide dimension perpendicular to the wall. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing partitions. End joints shall be offset at least 24". Studs shall have full bearing on a nominal 2" or larger plate or sill having a width at least equal to the. width of the studs. Where joists, trusses, or rafters are spaced more than 16" o.c. and the bearing studs are spaced 24" o.c. such members shall bear within 5" of the studs beneath. Cuttina and notching: May not exceed 25% of the stud width in bearing or exterior walls and may not exceed 40% of a single stud width in non-bearing partitions. Bored or drilled holes: The diameter of the resulting hole may not exceed 40% of the stud width, can be no closer than 5/8" to the edge of the stud, and may not be located in the same section as a cut or notch. See IRC Section R602.6 for exceptions. See IRC Figures R602.6(1), R602.6.2(2), and R602.6.1 for additional details. Foundation Cripple walls. IRC Section R602.9: Foundation cripple walls shall be framed of studs not less in size than the studding above. When exceeding 4'-0" in height, such walls shall be framed of studs having the size required for an additional story. Cripple walls with a stud height less than 14" shall be sheathed on at least one side with a wood structural panel that is fastened to both the top and bottom plates in accordance with Table R602.3(1) or the cripple walls shall be constructed of solid blocking. Cripple walls in Seismic Design Category D2 shall be supported on continuous foundations. 62. WALL BRACING: IRC Section 602.10. All braced walls and cripple wall bracing in Seismic Design Category D2 shall be constructed in accordance with IRC Table R602.10.1.2(1), (2), and (3) and Sections R602.10 and R602.11. Typically braced wall panels require nailing patterns of 6" o.c. along all panel edges, All sheathing joints must be over studs (vertically) or solid blocking (horizontally). • Braced wall panels shall begin no more than 8' 0" from each end of a braced wall line. If the braced wall panel is not located at the corner, then a 24" panel is required at the corner (in addition to the 4' BWP within 8') or, a hold down device is required at the end of the braced wall panel end nearest the corner. • Spacing of interior braced wall lines shall not exceed 25 feet apart (except to accommodate up to one room up to 900 square feet, an increase to 35' is allowed — adjustment factors will apply, See IRC R602.10.1.5). • Braced wall lines may have offsets, out of plane of up to 4'0". • In one-story buildings, braced wall panels shall be supported on continuous foundations at intervals not exceeding 50 feet. In two- story buildings all interior braced wall panels shall be supported on CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 0 continuous foundations. (See exceptions in IRC draftstopping shall be in place prior to requesting, a Section R602.10.7.1.) framing inspection. • Interior braced wall panels shall be fastened to both the floor and roof framing in accordance 65. SIDINCTYPE IRC Section .8703.3, 8703.4, 8703.5, with Table 8602.3(1) (typically 3-16d @ 16" o.c.) 8703.8,. 8703.9, 8703.10, Table 8703.4. Exterior wall • Cripple walls shall be "braced as braced wall coverings shall be installed, attached and flashed in panels in accordance with IRC R602.10.9.1 and accordance with the provisions of IR.0 Section R703 Tables 8602.10.1.2(1) ''and (2). A cripple wall and the siding manufacturer's installation instructions. greater than 4' shall be designated as the first Please note that masonry .wall coverings story wall for purposes' of,_ designating the wall exceeding 3" in thickness require an engineered bracing requirements `(8602.10.7.1). design. in Seismic Design Category Dz (all of. Kitsap • Where "stepped foundations" occur,' `See IRC County). See #67 Section R602.11.2.10 for additional requirements 66. VIWEA'[,I ER BESE ,I.STIV_E BARBIER IRC" Sections such as plate strapping, cripple wall height R701.2,. R703.2,J1703.4,:R703.8; R703.9.1.. Products limitations, etc. sensitive to adverse weather'shall not'be installed until • See the attached "Braced ._,Wall Panel and adequate:weather protection for -the installation is ."Memate Braced Wall Panel' details. for typical provided.-- Exterior _ sheathing shall be :dry ,before construction requirements. applying; .exterior cover. The exterior wall., envelope 63. OPENINGS 1N Q_JA. 3,1t�&&_`�INjERIQ.R„� WALL,S� shall. be designed. and constructed to -provide a water - resistant barrier. behind, veneer. Asphalt- .. (HEA,,,, DERS),;„IRC ;Section 8602.7 Headers shallsaturated _. . .the..exterior , felt or other, approved-weather., resistant be provaded'' over= :each ::opening m interior .and teri maasuch as housewrap; shall be applied. over, the l exterior bearing walls. .Headers shall be sized to sheathing -.of all,: exter'ior:_ walls, except where. panel support the ,load ;-above in accordance with IRC siding with shiplap joints or other approved weather Tables R5015(1) and .8502:5(2), or as designed to resistive. methods are used. - Such felt or housewrap support the loads as specified in IRC Table -R301.5. material shall be applied horizontally, with the upper Alternately, .wood structural box headers may be 'IRC layer lapped over the lower layer not less than 2". used in accordance with Section . 8602.7.1, Approved corrosion -resistive flashing shall be provided Table R602.7.2 and Figure R602.7.2. Each end of 'least in all exterior walls in such a manner as to prevent all headers shall have at 1.5" of full -width entry of water into the wall or the building structural bearing. framing components. The flashing shall extend to the 64. FIRE -BLOCKS & DRAFT -STOPS: IRC Sections surface of the exterior wall finish and shall be installed R602.8, R502.12. Firebocking & Dtaftstopping shall to prevent water from reentering the exterior wall be installed to cut off all ';concealed vertical and envelope. Approved corrosion -resistant flashings shall horizontal draft openings and shall form an effective be installed at exterior window and door openings; at fire barrier between stories and between a top story the intersection of chimneys or other masonry and the roof space. Fireblocking shall be -provided in construction, with frame or stucco walls, with projecting concealed spaces of wood stud walls and partitions: lips on both sides under stucco copings; under and at vertically at the ceiling and floor levels; horizontally at the ends of "masonry, wood or metal copings and sills; intervals not exceeding 10 feet; and at all continuously above all projecting wood trim; where interconnections between concealed vertical and exterior porches, decks or stairs attach to a wall or horizontal spaces such as occur at soffits, drop floor assembly of wood -frame construction; at wall and ceilings and cove ceilings, as well as stair stringers roof intersections; and at built-in gutters. at the top and bottom of !the run and openings 67. ANCHORED STONE AND MASONRY VENEER: IRC around vents, pipes and ducts at ceiling and floor Section R301.2.2.3.2. levels. Fireblocking materials shall consist of *tet• ENGINEERING REQUIRED-**** Buildings materials listed in IRC Section R602.8.1. Loose -fill insulation materiashall not be used as a fireblock with anchored stone and masonry. veneer shall be cally tested il unless specifin' the form and manner designed in accordance with accepted engineering intended. Fireblocking of chimneys and fireplaces practice except where' the masonry veneer has a shall be in accordance with IRC Section 81001.16. maximum actual thickness of 3 inches as permitted When there is usable space both above and below a within the limitations of IRC Section. R703.7, Exception concealed . space of a floor/ceiling assembly, 2 draftstops shall be installed so that the area of the 68. SIDING/EARTH SEPARATION: IRC Section R317. concealed space does not exceed 1000. square feet. Wood siding, sheathing and wall framing on the Draftstopping materials shall consist of materials exterior of the building used within 6” of earth shall be listed in Section R502.12.1.:All fireblocking and pressure treated wood or wood of natural resistance to decay as identified in item #52 of this checklist. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 10 69. DECKS & EXTERIOR STAIRS: IRC Section R317, R502.2.2. Pressure treated wood shall be used for those portions of exposed 'wood members and members subject to wind driven rain, such as within a covered porch, that form the structural supports of buildings, balconies, porches or similar appurtenances, including all joists, beams, girders, decking and posts, poles and columns. Treatment must be applied by manufacturer, see item #52 of this check -list. Ledger boards fastened to a wall shall be properly flashed and positively I connected. Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads as applicable. Such attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. 70. WOOD TRUSSES: IRC Section R502.11, R802.10. Wood trusses shall be designed in accordance with approved engineering practice. Engineering data and installation specifications, including the type of roofing to be used, shall be available on site at framing inspection. Trusses shall be supported laterally at points of bearing by solid blocking to prevent rotation and lateral displacement, and braced in accordance with the individual truss design drawings. Truss members shall not be cut, notched, drilled, spliced or otherwise altered in any way without the specific approval of a registered design professional (structural calculations required). Alterations resulting in the addition of load (e.g., HVAC equipment, water heaters, etc.) that exceed the design load shall not be permitted without specific engineering justifying the design. 71. RAFTERS IRC Section R802.3, R802.8 Rafters shall be framed to ridge board or to each other with a gusset plate as a tie. The ridge board shall be at least 1" nominal thickness, and all valley or hip rafters shall be at least 2" nominal thickness. Rafter ties shall be placed not more than 4' on center. See IRC Tables 802.5.1(1) through 802.5.1(8) for allowable spans. When the depth—to-thickness ratio exceeds 5 to 1 the roof rafters and ceiling joists shall be provided lateral support at points of bearing to prevent rotation. 72. RAFTER OPENINGS: IRC Section R802.9. When the header joist span does not exceed 4', the header joist may be a single member the same size as the ceiling joist or rafter. Single trimmer joists may be used to carry a single header joist that is located within 3' of the trimmer joist bearing. Trimmer and header rafters shall be doubled and of sufficient size to support all loads when the span of the header exceeds 4'. Approved hangers shall be used when the span exceeds 6'. Tail joists over 12' long shall be supported at the header by framing anchors or on ledger strips not less than 2" x 2". 73. CEILING JOISTS: IRC Sections R802.4, R802.8, and R802.8.1 Ceiling joist spans shall be in accordance with IRC Tables R802.4(1) and R802.4(2) or specifically designed for applied loads. Rafters and ceiling joists having a depth—to-thickness ratio exceeding 5 to 1 shall be provided with lateral support at points of bearing to prevent rotation. Rafters and ceiling joists having a depth -to -thickness ratio exceeding 6 to 1 shall be supported laterally by solid blocking, diagonal bridging (wood or metal) or continuous 1" x 3" wood strip nailed across the rafter ceiling joists at intervals not exceeding 8'. 74. ROOF SHEATHING: IRC Section R803. Allowable spans for lumber used as roof sheathing shall conform to Table R803.1 Spaced lumber sheathing ("skip sheathing") is prohibited in Seismic Design Category D2. Wood structural panels shall be identified by grade mark or certificate of inspection issued by an approved agency and shall comply with the grades and spans specified in Table R503.2.1.1(1). 75. ROOF DRAINAGE & COVERING IRC Section R801.3, R903, R904, R905. All structures shall have a controlled method of water collection and disposal from roofs (typically gutters). Water shall discharge to an approved drainage system or to splash blocks where a drainage system is not required. Roofs that do not drain over edges shall have roof drains installed at the low point of the roof as well as overflow drains. See IRC R903.4. Roof slope shall be indicated on the plans and selected roof covering must be appropriate for the roof pitch. Roof coverings must be installed in accordance with the manufacturer's installation instructions. Flashing shall be installed at wall & roof intersections, at changes in roof slope or direction, and around roof openings. Where flashing is metal, the metal shall be corrosion- resistant with a minimum thickness of 0.019 inch (No. 26 galvanized sheet). Roof dead loads are limited to a maximum of 15 pounds per square foot unless the additional bracing provisions of R301.2.2.2.1 are provided. 76. ATTIC VENTILATION: IRC Section R806. Enclosed attics and rafter spaces shall have cross ventilation. For each separate space, the total net free ventilating area shall not be less than 1 to 150 of the area of the space ventilated, the total area is permitted to be reduced to 1 to 300, provided at least 50% and not more than 80% of the required ventilating area is located in the upper portion of the space to be ventilated at least 3' above eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. Vent openings shall be provided with corrosion resistant wire mesh with 1/8" minimum to W maximum openings. A minimum of 1 -inch CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 11 airspace must be maintained between the insulation and the roof sheathing at the locations of the vents. 77. CHIMNEY HJIGv HT IRC R1003.9, R1003.20. Chimneys shall extend at 'least 2' higher than any portion of a building within 10', but shall not be less than 3' above the highest point where the chimney passes through the roof: Chimneys shall be provided with crickets when: dimension parallel to the ridgeline is greater than 30" and does not intersect the ridgeline. The cricket and chimney shall be built &flashed according to Figure R1003.20 and Table R1003.20. GENERAL 78. PIJMS, S IIDENTIEICATION IRC Section R319.1. Addresses shall'be provided. in such a position as to be plainly visible and legible from the street or road fronting the property.' Numerals shall be;' at least 4" high with %""stroke and be'conspicuously displayed on a contrasting background. If the building is not clearly visible from a named way of travel, the numerical , designation. (address) shall also be displayed near the main entrance to the property as well as at.the driveway entrance that leads to the building. Property addresses shall be posted prior to requesting any inspections. 79. APPROVED PLANS: IRC Sections R105.7, R106.3.11 R106.4. When the building official issues a permit, the construction documents shall be approved in writing or by stamp. Work shall be done in accordance with the approved construction documents, any changes made during construction shall be resubmitted for 'approval. The building permit, inspection card, and 1 set of approved. construction documents must remain on the job site at all times until the completion of the project. 80. HEATING: IRC R303.8. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 68° F at a point 3' above the floor and 2' from exterior walls in all habitable rooms. Primary heating sources in all new and substantially remodeled buildings in designated areas shall not be dependent upon wood stoves. No used solid fuel burning device. shall be installed in new or existing buildings '''unless such device is United States Environmental Protection Agency certified or a pellet stove either certified or exempt from certification by the United States Environmental Protection Agency. highest point of the glass is not more than 12' above -a walking surface or other accessible area; for higher or larger sizes, the minimum interlayer thickness shall be .030". 2) Fully tempered glass. 3) Heat -strengthened glass. 4) Wired glass. 5) Approved rigid plastics. Skylights shall comply with Washington State Energy Code requirements and be provided with flashing appropriate for the skylight and the roof covering material. 82. INTERIOR FINNISfi IRC R302.9, R702.3.8,. R702.4.2, and R702.5. Wall and ceiling finishes shall have a flame -spread classification of not greater than 200 and a smoke -developed :index of not greater than 450, except for. trims, handrails, door and window frames, and wallpaper.. When gypsum .is used as a base for tile or wall panels. for tub/shower ,enclosures, water- resistant gypsum conforming to ASTM. C 1396,.C1178, or C1278 shall be used.. Water resistant .gypsum wallboard may not be used over a Class I 6r.11. vapor retarder in a' shower or tuby compartmeni;-bron`ceilings where frame spacing exceeds 12 on'tenter for Y2' or 16" for 5/8" gypsum board; or where there will be direct exposure to water, or in areas subject to continuous high humidity. Fiber -cement, fiber -mat reinforced cement, glass mat gypsum backers; or fiber -reinforced gypsum backers in compliance with ASTM C 1288, C 1325, C 1178, or C 1278 and installed in accordance with manufacturers recommendations shall be used as backers for wall tile in tub & 'shower areas and wall panels in shower areas. Wood veneer paneling and hardboard paneling shall be placed on wood or cold - formed steel framing spaced not more than 16" on center. Wood veneer and hardboard paneling less than W nominal thickness shall have gypsum board backer at least 3/8" thick. Wood veneer paneling of at least %" nominal thickness shall conform to ANSI/HPVA HP -1, and hardboard paneling shall conform to CPA/ANSI Al 35.5. 83. GYPSUM WALLBOARD FASTENING: IRC R702.3.6 & Table R702.3.5. Screws, for attaching gypsum board to wood framing shall be type W or Type S in accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8", and structural insulated panels at least 7/16". 3/8" minimum from edge and ends for nails or screws. • Fastening (nails): 7" o.c. max. ceiling, 8" o.c. walls. • Fastening (screws)., 1.2" o.c. ceiling, 16" o.c. walls when wall framing is 16" o.c., 12" when wall framing is 24" o.c. Footnote e, Table R702.3.5: Type X gypsum wallboard for garage ceilings beneath habitable rooms shall be 81. SKYLIGHTS: IRC 308.6. The following types of installed perpendicular to the ceiling framing and shall glazing may be used: 1) Laminated glass with a be fastened at 6" o.c. by minimum 1-7/8" 6d coated minimum .015" polyvinyl butyl interlayer for glass nails or equivalent drywall screws. panes 16 sq. ft. or less in area located such that the CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 12 84. NUMBER OF BUILDING STORIES: IRC Sections R101.2, R202. In accordance with the scope of the 2009 International Residential Code, (IRC) any building that exceeds 3 stories, must be built in accordance with the 2009 International Building Code (IBC). A building story is that portion of a building included between the upper surface of a floor and the upper surface of the floor or roof next above. The first "Story Above Grade" is the first story having its finished floor surface entirely above grade, except that a basement shall be considered as a story above grade where the finished surface of the floor above the basement is: 1) More than 6' above grade plane; 2) More than 6' above the finished ground level for more than 50% of the total building perimeter; or, 3) More than 12' above the finished ground at any level. The number of stories is the sum of the first story above grade plane plus all of the stories above. 85. HEIGHT OF BUILDING I GRADE PLANE: IRC Section 202. The building height is the vertical distance from grade plane to the average height of the highest roof surface. The grade plane is a reference plane representing the average of the finished ground level adjoining the building at all exterior walls. Where the finished ground level slopes away from the exterior walls, (which is required) then the reference plane shall be established by the lowest points within the area between the building and the lot line, or, 6' from the building, whichever is less. See BMC Title 20 for height restrictions and measurement of height for certain areas or zones (Zoning" Code). 86. RETAINING WALLS: IBC 1806.1, IRC R105.2, R404. Retaining walls that are not laterally supported at the top and that retain more than 24" of unbalanced fill shall be designed to ensure stability against overturning, sliding, excessive foundation pressure and water uplift. Retaining walls shall be designed for a safety factor of 1.5 against lateral sliding and overturning. Retaining walls that do not exceed 4' in height, measured from the bottom of the footing to the top of the wall, and that do not support a surcharge (load above) are exempt from permit requirements, but must still be constructed properly and must conform with the City of Bremerton Zoning Code Setback requirements. A separate permit is required for construction of a retaining wall. MECHANICAL 90. EXHAUST FANS: IRC Section M1507: Source specific exhaust ventilation is required in each kitchen, bathroom, water closet, laundry room, 91 92 The minimum source specific ventilation effective exhaust capacity shall not be less than levels specified in Table M1507.3. Source specific ventilation systems shall be controlled by manual switches, dehumidistats, timers, or other approved means. Source specific ventilation system controls shall be readily accessible. Source specific ventilation ducts shall terminate outside the building. Exhaust ducts shall be equipped with back -draft dampers. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of R-4. Terminal elements shall have at least the equivalent net free area of the duct work. Terminal elements for exhaust fan duct systems shall be screened or otherwise protected from entry by leaves or other material. All fans shall provide the required flow when tested at 0.25 water gauge. Fans larger than the prescriptive sizes may be necessary to attain the required flow. Table M1507.3 Minimum Reauired Exhaust Rates WHOLE HOUSE FAN: IRC Section M1508. Each dwelling unit shall be equipped with a whole house ventilation system, which shall be capable of providing the volume of outdoor air specified in Table M1508.2. Fans located 4 feet or less from the interior grill shall have a sone rating of 1.5 or less measured at 0.10" water gauge. Table M1508.2 Minimum Ventilation Rates: (Continuously Operated Systems)(cfm) Floor Area (ft) Laundry rooms or Bathrooms Kitchens Intermittently 50 cfm 100 cfm Operating 75 90 Continuous 20 cfm 25 cfm Operation 90 105 WHOLE HOUSE FAN: IRC Section M1508. Each dwelling unit shall be equipped with a whole house ventilation system, which shall be capable of providing the volume of outdoor air specified in Table M1508.2. Fans located 4 feet or less from the interior grill shall have a sone rating of 1.5 or less measured at 0.10" water gauge. Table M1508.2 Minimum Ventilation Rates: (Continuously Operated Systems)(cfm) Floor Area (ft) 0-1 Number of Bedrooms 2-3 4-5 6-7 >7 <1600 30 45 60 75 90 1501-3000 45 60 75 90 105 3001 —4500 60 75 90 105 120 4501 —6000 75 90 105 120 135 6001 —7500 90 105 120 135 150 >7500 105 120 135 150 165 WHOLE HOUSE .. VENTILATION SYSTEM CONTRA: IRC Section M1508. All ventilation system controls shall be readily accessible. Intermittently operated systems shall have a manual control, as well as an automatic control, such as a clock timer. The automatic control timer shall be set to operate the whole house fan system for at least 8 hours a day. A label shall be affixed to the control that reads "Whole House Ventilation (See Operating Instructions)." The installer shall indoor swimming pool, spa, and other rooms provide the whole house ventilation system where water vapor or cooking odor is produced. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 13 manufacturer's operation description and operating instructions. 93. VENTILATION DUCTS: IRC Section M1507.3.3, M1508.5.3, M1508.7.3. All ventilation exhaust ducts shall be sized in accordance with Table M1508.6.2 and shall terminate outside the building. Exhaust ducts shall be equipped with back draft dampers and shall be insulated to a minimum of R-4 where passing through an unconditioned space. Table M1508.6.2 Prescriptive Supply Fall puce $411no &'ply Fan Tested CFM at 0.40" w.g. Y.2jt=17j Ta S_ . sfm_ , i r 4 inch .. ... 5 in "A 90-j39 din 5 inch 6 inch 1s© 330fii 6 inch 7 inch 130-400 c 7 inch 8 inch 94. WINDOW .QRi-LO-1P.Q=j,-• IRC Section M1,608.41. Outdoor air shall 'be distributed to each habitable room by individual outdoor air inlets. Individual room outdoor air inlets shall have a controllable and secure opening and be capable of a total opening area of not less than 4 square inches. Outdoor air inlets shall be located so as not to take air from within 10 feet of a plumbing vent opening,, or an appliance vent outlet, or where it will pick up objectionable odors, fumes or flammable vapors. 95. DISTRIBUTION: IRC M1508.4.5. Where outdoor air supplies (window or wail ports) are separated from fan locations by doors, adequate air flow shall be ensured by undercutting doors or installing grilles or transoms. Doors shall be undercut to a minimum of '/2" above the surface of the finished floor covering. 96. MAKE-UP THROUGH FURNACE: IRC M1508.5.1. Integrated forced -air ventilation systems shall distribute outdoor air to each habitable room through the forced -air system ducts. Integrated forced -air ventilation systems shall have an outdoor air inlet duct connecting a terminal element on the outside of the building to the return air plenum of the forced -air system, at a point within 4 feet upstream of the air handler. The outdoor air inlet duct connection to the return air stream shall be `located upstream of the forced -air system blower and shall not be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger. The system will be equipped with a motorized damper connected to the automatic ventilation control. The required flow rate shall be verified by field testing with a flow hood or a flow measuring station. The whole house ventilation system' shall be controlled by a 24-hour clock timer with the capability of continuous operation, manual and automatic control. This control will control the forced air system blower and the automatic damper. The 24-hour timer shall be readily accessible. The 24-hour timer shall be capable of operating the whole house .ventilation system without energizing other energy - consuming appliances. At the time of final inspection, the automatic control timer shall be set to operate the whole house system for at least 8 hours a day. A label shall be affixed to the control that reads "Whole House Ventilation (see operating Instructions)." 97. CONDENSATE. DISP_9SAL AND_DRAIN SYSTEMS: IRC Section M1411.3. Condensate from all cooling coils or evaporators shall be conveyed from the drain pan outlet to on approved place of disposal. Condensate shall not discharge into a street, alley or other areas where it would cause a nuisance. A secondary drain or auxiliary drain pan shall be required for each cooling or evaporator coil where damage to any building components will occur as a rest of overflow equipment drain pan or stoppage in the condensate drain piping. Piping shall maintain a minimum horizontal slope in the direction of discharge of not less than 1/8 unit vertical in 12 units horizontal (1 % slope). 98. PRESCRIPTIVE HEATING SYSTEM SIZING: All equipment must now be sized using a recognized engineering practice. Typical sources include: • ASHRAE Handbook of Fundamentals • ACCA Manual J, 8th Edition- Residential Load Calculation. • ACCA manual N- Commercial Load Calculation. • WSU has developed a spread sheet for WSEC Chapter 5 code qualification. The CP Worksheet is applicable for heating systems sizing of wood frame apartments with heating only equipment (no heat pumps or air - conditioners). Spreadsheet available at the website www.eneroy.wsu.edu/code. APPLIANCE ACCESS UNDERFLOOR: IRC Section M1305.1.4. Underfloor spaces contain- ing appliances shall be provided with an unob- structed passageway large enough to remove the largest appliance but not less than 30" high by 22" wide, nor more than 20' long from the opening to the appliance. A level service space of at least 30" by 30" shall be provided at the front or service side of the appliance. See M1305.1.4 for details of mechanical equipment access. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 14 ENERGY CODE 100. FOUNDATION INSULATION: WSEC Sections 502.1.4.8, 502.1.4.9, 502.1.4.10, Table 6-1. Slab -on - grade insulation, at least R-10 installed inside the foundation wall, shall extend', downward from the top of the slab for a minimum distance of 24" or downward and then horizontally beneath the slab for a minimum combined distance of 24". For slabs installed inside a foundation wall, the insulation shall be installed to provide a thermal break between the slab edge and the foundation. A 2" by 2" (maximum) nailer may be placed at the finished floor elevation for attachment of interior finish materials. Insulation installed outside the foundation shall extend from the top of the below -grade wall to the top of the footing. Insulation used on the interior side of the wall shall extend from the top of the below -grade wall to the below -grade floor level. Above grade insulation shall be protected. 101. UNDER -FLOOR INSULATION: WSEC Sections 502.1.4.7 and 602.5. Floors over unconditioned spaces, such as vented crawl spaces, unconditioned basements and garages shall be insulated with at least R-30 insulation. Insulation supports shall hold insulation in substantial contact with the subfloor and shall be installed such that spacing is no more than 24 inches on center. 102. WALL INSULATION: WSEC Sections 502.1.4.6 and 602.2. Above grade exterior walls shall be insulated with minimum R-21 insulation. Faced batts shall be face -stapled (not inset -stapled), to avoid compression. 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 walls above grade. Headers shall be insulated with minimum R- 10 insulation 103. ATTICINSULATION: WSEC Section 502.1.4.5 and 602.1. Ceilings below vented attics shall be insulated to not less than the nominal R -value shown for ceilings on the energy code application for the compliance option chosen (typically R-38). Ceilings below vented attics shall, be insulated with minimum R-49 insulation or R-38 in Advanced Framing (2009 WSEC). Where eave vents are installed rigid baffles shall be installed to deflect the incoming air above surface of the insulation. 104. VAULTED CEILING INSULATION: WSEC Sections 502.1.4.5, 502.1.6.3 and 602.1`, IBC 1203.2. Where two or more layers of rigid board insulation are used in a roof assembly, the vertical joints between each layer shall be staggered. Open - blown or poured loose fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3 feet in 12 and there is at least 30 inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. (2009 WSEC) Baffles shall be rigid material, resistant to wind driven moisture. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof framing members shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain and snow. Blocking and bridging shall be arranged so as not to interfere with the movement of air. A minimum of 1" of airspace shall be provided between the insulation and the roof sheathing. The net free ventilating area shall not be less than 1/150th of the area of the space ventilated, with 50 percent of the required ventilating area provided by ventilators located in the upper portion of the space to be ventilated at least 3' above eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. When feasible, the baffles shall be installed from the top of the outside of the exterior wall, extending inward, to a point 6" vertically above the height of noncompressed insulation, and 12" vertically above loose fill insulation. See IBC 1203.2 for exceptions. Roof/ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. Faced batt insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceiling cavities shall be of sufficient depth to allow a minimum 1" vented air space above the insulation. See WSEC 502.1.6.3 for exception for unvented attic assemblies. Single rafter or joist vaulted ceilings shall be insulated to at least R-38 (2009 WSEC). 105. HATCHES AND DOORS: WSEC Section 502.1.4.4. Access doors from conditioned to unconditioned spaces (such as attic and crawl space access doors) shall be weather-stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. A wood framed or equivalent baffle or retainer must be provided when loose fill insulation is installed, the purpose of which is to prevent the loose fill insulation from spilling into the living space when the attic access is opened, and to provide a permanent means of maintaining the installed R -value of the loose fill insulation. 106. DUCT INSULATION: WSEC Sections 503.9, 503.10 & Table 5-11. All heating ducts within unconditioned spaces shall be insulated to a minimum of R-8. Ducts installed under slabs shall be insulated to a minimum of R-5. 107. PIPE INSULATION: WSEC Section 503.11 & Table 5- 12. Water pipes outside of the conditioned space shall be insulated to a minimum of R-3 or the thickness specified in WSEC Table 5-12. Cooling and heating CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 15 systems shall be insulated to the thickness specified in Table 5-12. 108. VAPOR RETARDER: WSEC Section 502.1.6. Vapor retarders shall be installed on the warm side (in winter) of insulation. Vapor retarders are not required in roof/ceiling assemblies where the ventilation space above the insulation averages 12" or greater or where all of the insulation is installed between the roof membrane and the structural roof deck. Faced batt insulation where used as a vapor retarder shall be faced stapled. 109. VAP�r,ORBA. BRIER IN CRAWL -SPACE: WSEC Section 502.1.6.7. A ground cover of 6 mil black polyethylene shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 12" minimum at the joints and shall extend to the foundation wall. 110. WIND WB; WSEC Section 502.1.5 & Table 6-1. The total glazing area shall' have an area weighted average U -factor not, to exceed that specified in Table 6-1 : on ..the 2009 WSEC . Residential Prescriptive .Compliance Form. (typically U-0.30). Any change in windows must be approved by the Building., Division before installation. NFRC compliance stickers shall remain on the windows until the framing inspection has been approved by the Building Department. 111. EXTERIOR DOORS: WSEC Section 502.1.5.2, 602.6. Glazed doors are considered to be windows. Exterior (opaque) doors shall have an area weighted average U -factor not to exceed that specified in Table 6-1 . on the 2009 WSEC Residential Prescriptive Compliance Form (U-0.020). Exception: One unlabeled or untested exterior swinging door with the maximum area of 24 square feet may be installed for ornamental, security; or architectural purposes. 112. ENERGY CODE COMPLIANCE CERTIFICATE: WSEC Section 105.4: A permanent certificate shall be posted within three feet of the electrical distribution. 'panel. The certificate shall be completed_ by the builder or registered design professional. The certificate shall list the predominant R -values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside. the conditioned spaces; U -factors for . fenestration; and 'the' solar heat gain coefficient (SHGC) of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in Item #117, and air leakage results if a blower door test was conducted. 113. LIGHTING: WSEC 505. A minimum of 50 percent of all interior luminaires shall be high efficacy luminaires. If the exceptions in WSEC 1520 or 1530 are, used, the options must be noted on the plans. Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires unless controlled by a motion sensor(s) with integral photocontrol photosensor. Linear fluorescent fixtures must be fitted with T-8 or smaller lamps (but not T-10 or T-12 lamps). 114. DUCT . IN. EXTERIOR WALLS: WESC 503.10. ��.A✓♦�0� � IIC �. Installation of ducts in exterior walls, floors, or ceilings shall not displace required envelop insulation. Building cavities may not be used as ducts. 115. MEgHANIQLLDUCj.SEALING AND j,U,P�t L&T.ION: WSEC 503.10.2, M1601.3..All ducts, air: handlers, filter boxes, and building cavities used as ducts shall be sealed. Duct coverings .and linings, including adhesives, shall have a flame spread index not higher. than . 25' and .smoke -developed index not over 50 when tested in accordance with ASTM E84 or UL 723. Duct insulation and factory - insulated flexible ducts shall be legibly printed or identified at. intervals of 36" minimum with the name of the manufacturer, thermal resistance value at the installed thickness, and the flame- and smoke -developed index. Spray polyurethane foam manufacturers shall provide the same product information to the customer in writing at the time of the foam application. 116. DUCT TESTING: WSEC 503.10.3. Duct tightness testing shall be conducted to verify that the ducts are sealed. A signed affidavit documenting the test results shall be provided the jurisdiction having authority by the testing agent. When required by the building official, the test shall be conducted in the presence of department staff. Ducts shall be leak tested in accordance with RS -33 using the maximum leakage rates in WSEC 503.10.3 for either post construction or rough -in test. Duct testing is hot,required when the air handler and all ducts are located within conditioned space. Provide a signed affidavit documenting the test results to. the building department 117. BUILDING AIR LEAKAGE TESTI G: WSEC Section 503.10. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 0.00030 Specific Leakage Area (SLA) when tested with a blower door at a press of 50 Pascals (0.2 inch w.g.). Testing shall occur at any time after rough in and after installation of penetrations of the building CITY OF BREMERTON ()EPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 16 envelope, including penetrations for utilities, plumbing, electrical, ventilation, and combustion appliances and sealing thereof. The blower door test results shall be recorded on the Certificate required in item #112. INSPECTIONS Be sure to call for all of your inspections that are listed on your inspection card. Inspections are generally listed in the order that will call for them, although some may be called out of order such as in a remodeling project. If you want more than one inspection, be sure to request all of the inspections that you're expecting. We do not reply to inspection requests to verify we've received the request and we do not make appointment times. You do not need to be present for the inspection, but be sure the area is accessible to the inspector. The inspector will not perform the inspection inside the home if a child younger than 18 has been left alone. A reinspection fee may be assessed if the inspection was requested and the work is not ready or is not accessible. Here is a list of the most common inspections and what is expected to be ready: Post Address: An inspection will not be approved unless the address is posted and plainly visible from the street with numbers at least 4" high with '/Z" stroke. If the property is not visible from the street, the address shall be posted so as to lead the inspector to the construction site. Foundation -Footing: Property line is marked or stringed, dimensions of foundation match plans, reinforcement per plans, rebar is tied and supported at least 3" off ground, depth and width of footing matches plans, vertical rebar is tied in place. Foundation -Wall: Reinforcement placement per plans, hold-downs per plans and supported in place, anchor bolts per plans and supported in place (no wet setting), forms are at least 1%" from rebar, footing pads are formed and reinforced per plans, foundation vents if they're provided in the foundation wall. Framing -Underfloor: Main floor joists and rim joist per plans and/or engineering, capillary break between sill plate and concrete, joist/beam hangers per plans, beams per plans/engineering, blocking, pressure - treated sill plate, plate washers on anchor bolts per plans (min. 3" x 3" x 0.229" hot -dipped galvanized), posts with positive connections top and bottom, hold- downs in place and installed, foundation vents if provided in rim joist. Plumbing -Ground: Plumbing lines are made of an approved material, sanitation lines sloped toward sewer connection, water lines under testing pressure, drain - waste -vent full of water. Shear Wall/Bracing: Framing, panel sheathing, and fasteners per shear wall schedule or prescriptive braced wall panels. Shear wall screw or nail fastening per engineer's plans, interior braced walls per braced wall details. Mechanical Rough -In: Ducts installed and supported properly; ducts properly sealed; vents for fuel appliances installed with clearances to combustible material; source specific exhaust fans located in laundry kitchen and bathrooms; dryer vent to outside with smooth metal pipe, exhaust fans ducted to outside, combustion air supply, Plumbing Rough -In: Plumbing and sanitation lines of approved materials, drain -waste -vent lines sloped % per foot toward drain, water lines under testing pressure, drain -waste -vent full of water, water line properly supported, laundry standpipe, nail plates for plumbing line protection, vent extends through the roof. Gas Piping: Gas piping is pressurized and under test before the attachment of fixtures, appliances, or shut-off valves. At the time of inspection the test pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances to be attached to the fuel/gas piping system shall not be used until the final inspection has been performed and approved by a Building Inspector. Electrical -Cover or Electrical -Final: Electrical inspect - tions are performed under a permit issued by Labor & Industries. Framing: Framing inspection is performed after the plumbing rough -in, mechanical rough -in, gas piping, fire sprinkler cover, and electrical cover inspections have been performed. A combination inspection for framing, mechanical and plumbing may be performed when requested and ready. Framing inspection includes verification of stud size and species, beams, headers, blocking, fire stopping, fire blocking, and energy code compliance information on windows and doors (do not remove stickers on windows and doors until after inspection). Insulation: Wall insulation is installed and fills the stud cavity, batt insulation is face -stapled to the stud, and vapor barrier is installed on heated side. Floor insulation is installed properly, is securely fastened in place, vapor barrier is installed toward the heated area (vapor barrier may be omitted in certain cases). Attic insulation is installed properly, loose insulation is prevented from entering the access opening, a ruler is installed to indicate the depth of loose insulation, and baffles have been installed where necessary to maintain ventilation above the insulation. Attic access and crawl access openings from a heated area have weather-stripping and insulation. Sheetrock: Fastener inspection is performed before taping and mudding. See Item 83 for fastener CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 17 requirements for gypsum wallboard. See item 23 for garage separation from habitable areas per Item 24. Driveway: Driveways and parking areas are required to be paved in the City of Bremerton. Energy -Air Leakage: Perform the Building Air Leakage Testing and record the results on the Certificate required in Item #112. Energy -Duct Testing: Duct tightness testing shall be conducted to verify that the ducts? are sealed. A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent. .Final -Building: Everything on the permit should be ready for final inspection. Handrails, 'smoke detectors, CO detectors, fan operation, hot and* cold running water, door between garage and living space; whole house ventilation, energy code compliance certificate, and other code items will be checked at final inspection. If you plan to,have the project finished in. phases, :you'II have to revise the permit to remove anything that won't be. ,completed.-, For: example, if, the project has, two bathrooms, and the second will be finished in the future, revise the permit in the office to indicate. the second bathroom will be finished..in the future under a separate permit. Approval to occupy a 'residence. will not be granted until the permit has received final approval. The final building inspection will not be performed until all of the other inspections have received final approvals. For example, if Public Works has not approved the final inspection for sewer lateral, the final building inspection. will not be performed. Special Inspection: Special inspections are performed by a third party inspection entity; or may be performed by the engineer of record. Special inspections are required for retrofit hold downs and anchors, welding, high-strength bolts, structural epoxy, expansion anchors, epoxy anchors, engineered screws, structural rebar placement, etc. Give the 3`d party inspection company the Building Dept. address or email so copies of the inspection report can be sent. A final report from the special inspection company to verify all of the special inspections Were performed and met the specifications will be required for complicated projects requiring several inspections: Geotechnical Inspections: Geotechnical inspections may be required for verification of soils, soil density, soil - compaction, verification of backfill material, verification of drainage systems, retaining wall placement,etc. The geotechnical inspections are performed by a 3rd party entity with expertise in the field. Give the 3rd party inspection company the Building Dept, address or email (Jeannie.vaughn@ci.bremerton.wa.us) so copies of the inspection report may be sent. A final report from the geotechnical inspection 3`d party will be required to verify all of the geotechnical inspections were performed and met the specifications for complicated - projects requiring several inspections. Fire -Rated Assemblies: An inspection of a fire -rated assembly is performed for all portions of the assembly. The framing inspection must verify the framing complies with the fire rated assembly. If two layers of gypsum. drywall are required, one inspection for the first layer is required, and a second inspection is required for the second layer. Further inspections may be required to - cover the.: other side of the fire -rated assembly or any insulation. Environmental: An environmental inspection may be required due to special conditions due to proximity to shoreline or other critical environmental areas. The Environmental inspection must be completed and approved before the Final building inception may be performed. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 18 Prescriptive Foundation Details For Typical Light Frame Constructed Buildings Assumptions for this Detail: * Conventional light -frame construction Wood or other light siding 1500 psf soil bearing capacity " Group I, Il, or III soils Backfill no closer than 6" to top of wall "Walls must be laterally restrained at the top and bottom of wall Minimum 1/2" diameter anchor bolts, spaced 6'-0" on center and embedded at least 7" (4'-0" on center if over 2 stories) with 3" x 3" x 0.229" galvanized plate washers and within 12" of each end of each sill board. #4 Horizontal bars spaced 18" on center. Top bar must be within 7'` of the top of the wall to engage the anchor bolts "A" Distance Vertical bars spaced per the schedule below or in accordance with Table R401.1.1.1(5) Bars must be hooked at the connection with the footing Reinforcement placed in concrete forms shall be at least 1-1/2" from the edge where the concrete will be exposed to earth. Where concrete is placed agains+�.�_ earth, there must be at least 3" clearance. 6 7.. + + + _ + + + + - Vertical bars at + least 2" from the + + + + _` - inside face of +I®9f + y= � TABLE. R404. 1.1(8) RF.TNFCIRrr.n rnivrRFTF I nTT?VnATTnN WET TO 1,2 MAXIMUM WALL r� HEIGHT MAXIMUM MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING17 UNBALANCED ALL GROUP 1, II AND III SOILS BACKFILL (FEET) HEIGHT 6 (FEET) MINIMUM WALL THICKNESS (INCHES) 5:5 . 7.5 9.5 11.5 54 #4048", #4@48" . *4!248'! #4@48" #4@48" #4248" #05-48" #40-48" 4 #4048" #4@48" #4248- #4@48" 6 5 #4@24" #4 48" #4048"*#44 #5 24" #4 48" #4 48"4 #4 36" #4 36" #4 48"i #5 36" #4 36" #4 48"6. #6 36" #5 36 #4 36"7:1#6 24" #6 36" #4 36" 4 :... #4 36" .. #4@367,. #4 36" #4@36" #5 36" : , . #4@36" #4036' #40-36' 8 6 #6036" #5@367 #4036" 44036" 36" #6024" ` � #6 36" #5 36" *4@36" DR #6@24R #6 36" #4@36': 4 DR' #5 36" #5 36" #5036- 5 . DR. #50361... #5@36": DR #5036" #5@36" #5@367 9 DR, #6@36" #5@36" #5236" 8 DR #7@36" #60-26". #503T 9 DR DR DR DR .. : 4 DR DR -#5@36" #5 36" 5 DR DR #5@36" #5236" 6 DR DR #5@36" #5@36" 10 7 DR DR #6@36" 8 DR DR #70-26" #60-)36" DR DR DR . DR 10 DR DR DR DR Concrete shall have a specified compressive strength of not less than 2,500 psi at 28 days. 2. "DR" means a design is required in accordance with ACI 318 or ACI 332. Reinforcement bars shall have a minimum yield strength of 40,000 psi. (Grade 40) Vertical reinforcement shall be placed nearest the inside face of the wall a distance d from the outside face (soil side) of the wall where d equals 4" for a 5.5" wall, 5.5" for a 7:5" wall, 7" for a 9.5" wall and 9" for a 11.5" wall. The reinforcement shall be placed within a tolerance of +/- Y2 inch. In no instance shall concrete cover for reinforcement be less than 1 inch from the inside face of the wall, nor less than 3 inches from the outside face of the wall. Soil classes are in accordance with the United Soil Classification System. Refer to Table R405.1. Group IV soils require a design prepared by a registered design professional. 6' Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where there is an interior concrete slab, the unbalanced backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab. '. Concrete stem walls not exceeding 5 feet in height, supporting less than 4 feet of unbalanced backfill, are exempt from the lateral bracing requirements of Section R404.1. 8. Concrete stem walls exceeding 5 feet in height, or supporting more than 4 feet of unbalanced backfill, shall comply with the lateral bracing requirements of Section R404. I. (All 10 foot high walls shall be braced in accordance with Table R404.1(1) as shown for 9' walls with 9' of unbalanced backfill.) CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN.REVIEW CHECKLIST 20 Figure 4: Typical Prescriptive Braced Wall Panel (per IRC Section R602.10.2, Method WSP) 4'-0" min. ---+ • . . Irl �� "�,�rjT^ •$'� " �J :0 l. 2 - 2x Top plates. Stagger joints 4'-0" min. Nail 16d at 16" oc. 2x studs spaced 24" o.c. max. End nail stud to top plate with 2-16d nails. Nail stud to sill plate with 4-8d toenails or 2-16d end nail. Wood structural panel sheathing - minimum 3/8" thick for studs 16" oc. and minimum 7/16" thick for studs 24" oc. Gypsum wallboard or other approved interior finish material inside of wall 2x Blocking installed against sheathing and nailed to studs with 16d nails at horizontal panel edges (when sheathing is installed horizontally. Nail sheathing at 6" o.c. at panel edges and 12" o.c. in the panel field with 6d for 3/8" and 8d for 7/16" common or galvanized box nails. 2x sill plate nailed to joist or blocking with 3-16d nails per 16". Approved floor system 2x Pressure -treated mud sill 1/2" dia. anchor bolt with min. 7" embedment spaced 4'-0" on center for a two story building, 6'-0" on center for a single story building. One bolt within 12" of each end of each piece of plate material. 3"x3"4.229" hot -dipped galvanized plate washers are required. Approved Foundation System, Braced wall panels (BWP or ABP) must be located at each end of each braced wall line. Or, IRC Section R602.10.1.4.1 allows the braced wall panel (BWP) to be located up to 8' from the end of the braced wall line, provided there is a hold down device at the end of the BWP nearest the end of the braced wall line. Additional options may also be available, See IRC 602.10 for more information. CIN OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 21 .T r: 10'-0" Max. •�• �.M^ i.� r sr'Si 'ri : Y �,jt ?-"}>�:.1, . ifs... .. .. .{ra f- d+s:.%>:.Z t�s..l�.1�1 V• �.{i'., �-aa .� �� Irl �� "�,�rjT^ •$'� " �J :0 l. 2 - 2x Top plates. Stagger joints 4'-0" min. Nail 16d at 16" oc. 2x studs spaced 24" o.c. max. End nail stud to top plate with 2-16d nails. Nail stud to sill plate with 4-8d toenails or 2-16d end nail. Wood structural panel sheathing - minimum 3/8" thick for studs 16" oc. and minimum 7/16" thick for studs 24" oc. Gypsum wallboard or other approved interior finish material inside of wall 2x Blocking installed against sheathing and nailed to studs with 16d nails at horizontal panel edges (when sheathing is installed horizontally. Nail sheathing at 6" o.c. at panel edges and 12" o.c. in the panel field with 6d for 3/8" and 8d for 7/16" common or galvanized box nails. 2x sill plate nailed to joist or blocking with 3-16d nails per 16". Approved floor system 2x Pressure -treated mud sill 1/2" dia. anchor bolt with min. 7" embedment spaced 4'-0" on center for a two story building, 6'-0" on center for a single story building. One bolt within 12" of each end of each piece of plate material. 3"x3"4.229" hot -dipped galvanized plate washers are required. Approved Foundation System, Braced wall panels (BWP or ABP) must be located at each end of each braced wall line. Or, IRC Section R602.10.1.4.1 allows the braced wall panel (BWP) to be located up to 8' from the end of the braced wall line, provided there is a hold down device at the end of the BWP nearest the end of the braced wall line. Additional options may also be available, See IRC 602.10 for more information. CIN OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 21 10'-0" M 2x Blocking installed against sheathing and nailed to studs with 16d nails. "" .4 1•� Figure 6: Prescriptive Alternate Braced Wall Panel (ABW) (per IRC Section R602.3.2) 2'10" for al 9 o 10' high h wale i 2 - 2x Top plates. Stagger joints 4'-0" min. ZNail 16d at 16" oc one story, capacity required rh Double studs required each end 2x studs spaced 24" o.c. max. End nail stud ix.i . to top plate with 2-16d nails. Nail stud to sill plate with 4-8d toenails or 2-16d end nails. 2x sill plate nailed to joist or blocking Wood structural panel sheathing minimum 3/8" thick on one side. Nail sheathing to blocking and all panel edges at 6" o.c. with 8d common or galvanized nails for one story or 4" o.c. for 1St of 2 stories, and 12" o.c. at interior supports. 2x Blocking installed against sheathing and nailed to studs with 16d nails. "" .4 1•� Approved steel hold down device. Install and fasten per manufacturer's instructions. 1800# capacity required for 3000# for first one story, capacity required rh of two stories. ix.i . 2x sill plate nailed to joist or blocking with 3-16d nails in every 16 inches of plate. 1/2" diameter anchor bolts with min. 7" embedment and 3"x 3"x 1/4" galvanized square plate washers required. Two bolts required between 6" and 12" of each end. Approved floor system ABW installed on foundation or on floor system supported directly on foundation * Plywood shown cut away for clarity of detail. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 22 10'-0" Max. Figure 5: Prescriptive Interior Braced Wall Panel (per IRC Section R602.10.3, Method GB) 4'-0" min. for GWB on 2 sides 8'-0" min. for GWB on one si e 2 - 2x Top plates. Stagger joints at least 4'-0" minimum. Nail 16d at 16" oc. 2x studs spaced 24" o.c. max. End nail stu to top plate with 2-16d nails. Nail stud to sc plate with 4-8d toenails or 2-16d end nail. 1/2" thick min. gypsum wall board fastened to all framing with screws or nails at 7" on center at all studs and blocking. Sheathing is shown cut away for clarity. 2x Blocking installed against sheathing and nailed to studs with 16d nails. Nail sheathinc at 7 incheson center at all panel edges and throughout the panel field. 2x sole plate nailed to joist or blocking with 3-16d nails per 16" Approved floor system. Double joist under braced wall panel where joists run parallel to BWP. Block between joists where running perpendicular to BWP. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 23 f 2 - 2x Top plates. Stagger joints at least 4'-0" minimum. Nail 16d at 16" oc. 2x studs spaced 24" o.c. max. End nail stu to top plate with 2-16d nails. Nail stud to sc plate with 4-8d toenails or 2-16d end nail. 1/2" thick min. gypsum wall board fastened to all framing with screws or nails at 7" on center at all studs and blocking. Sheathing is shown cut away for clarity. 2x Blocking installed against sheathing and nailed to studs with 16d nails. Nail sheathinc at 7 incheson center at all panel edges and throughout the panel field. 2x sole plate nailed to joist or blocking with 3-16d nails per 16" Approved floor system. Double joist under braced wall panel where joists run parallel to BWP. Block between joists where running perpendicular to BWP. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 23 Standard Construction Details Handrails and Guardrails IRC 311.5.8 Open Stair Guardrail Open Guardrail Solid Guardrail Solid Stair Guardrail B 36" minimum guardrail height C for dwelling units, 42" minimum Top of guardrail for 1 for commercial and common areas of multi -family residential. stairways, except at Bl 1111.4 landings, may have a height as required `V A i Stair landing or floor level Railing Opening Limits: for handrails (34"=38') {A� A 6" diameter sphere can't pass. through. Guardrail required at JB1 A 4" diameter sphere heights over 30" can't passthrough. (QC�- A 4-3/8" diameter sphere can't pass through Grade or floor level (at sides of stair treads) Handrail extensions are required on commercial 1-1/4" minimum - 2-1/4" maximum and common areas of multi -family buildings. The extension length shall be at least 12" horizontally beyond the top riser and shall continue \ to slope for the depth of one tread \ 12" O ( ) beyond the bottom riser. Typical Handrail Shapes O A / Residential handrails 34"-38" must return to the wall or terminate in a balluster or post O1A/2" min. min. clearance at each end. OHandrail may project a max. of 4-1/2" into required width of stairs Grade or floor level' Handrail Height and Extensions Wall Clearance Termination CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLI5T 24 Emergency Egress/Rescue Opening IRC Section R310.1 Fire Safety Many fire deaths happen when people are asleep in their home. The Building & Fire Codes require that all sleeping rooms and basements have at least one openable door or window to allow occupants to escape, and rescue personnel wearing full gear to enter the building for rescue and firefighting, Window Requirements Egress windows must open directly into a public street, public alley, yard or exit court. The windows may exit to an interior exit court, provided the exit court has a passageway that provides exit to the public way. Egress windows MUST: • Have a net clear openable area of 5.7 square feet; (Or 5.0 s.f. for windows within 44" of exterior grade.) • Have a net clear openable height dimension of 24"; • Have a net clear openable width dimension of 20'; • Have a finished sill height no higher than 44" above the floor; and • Be operable from the inside without special knowledge, tools or effort. 20" Clear Minimum Operiable Fixed /Area Pane (Optional) \ 5.Nq. ft.' MiniMum 41" Clear (36" if a grade floor opening') Minimum clear area may be reduced to 5.0 square feet if the sill height is not more than 44" above the exterior finish grade (Grade floor opening) Bars, grates or grilles may be installed on egress windows if they are equipped with approved release mechanisms that are openable from the inside without use of a key, special knowledge, or a force greater than that which is required for normal operation of the escape & rescue opening. Window Wells Emergency escape windows are not required to have an escape route down to grade. However, any egress window below adjacent grade must have a window well. Window wells must allow the window to be fully opened and provide a minimum net clear opening of 9 square feet and a minimum dimension of 36". Window wells with a vertical depth of more than 44" must be equipped with a permanent ladder that is usable with the window in the fully open position. Ladder rungs shall have an inside width of at least 12", shall project at least 3" from the wall, and shall be spaced not more than 18" on center for the full height of the window well. 34 - 1/4" Clear (30" if a grade �- floor opening') -� Fixed Pane (Optional) Opegable Area' \ X X 5.7 sq -ft.' / /Minimum' \ / \ Finished Sill Height 44" Maximum T 24" Clear Minimum 1 Minimum Width/Height Reauirements (in.) Width 20 20.5 1 21 1 21.5 22 Height 41 40 39.1 38.2 ! 37.3 Width 22.5 23 23.5 24 24.5 Height 36.5 35.7 34.9 34.2 33.5 Width 25 25.5 26 1 26.5 27 Height 32.8 32.2 31.6 31 30.4 Width 27.5 28 28.5 29 29.5 Height 29.8 29.3 28.8 28.3 i 28.7 Width 30 30.5 i 31 31.5 32 Height 27.4 26.9 26.5 26.1 25.7 Width 32.5 33 33.5 34 ! 34.25 Height 1 25.3 24.9 24.5 1 24.1 1 24 CM,OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 25 Wall Construction to Comply with Energy Code Figure 3-12 Optional 'Details Allowing Easy Placement of Insulation - 1 Two Stud Corner — Preferred Option Modified Corner ter! 2 x 6 comer studs (two stud corner) Drywall clip Z x 6 bottom Ate Double 2 x 6 top plate (at exterior wall) 2 x 6 comer studs (three stud comer) 2 x 6 bottom plate WSEC Builder's Field Guide, 8th Edition, 2009 • Washington State University Extension Energy Program Chapter 3-17 Wall Construction to Comply with Energy Code Figure 3-13 Optional Details Allowing Easy Placement of Insulation - 2 Flat Stud Intersection Ladder Bic Intersectic Double 2 x 6 top plate at exterior walls 2 x 6 stud (allows 4" of insulation between stud and sheathing) 2 x 6 exterior wall studs zx4 framing at interior partitions One Stud Intersection; Preferred Option Flat 2 x 4 blocking 2 x 6 studs at exterior walls 2 x 4 framing at interior partitions Drywall dip ter 3-18 WSEC Builder's Field Guide, 8th Edition, 1009 • Washington State University Extension Energy Program CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 27 DiwtLemkvpAZAwft Permit House address or lot number. City. T.rp: Cond. FkxwAma (f?Y. Source (crcie one)r • Plans Esbff aEed Measured ❑ Duct tightness testing ire not required for this residerim per exceptions listed at the end of this doc urnerlt Air Handier in condkioned spam? Q yes 0 no Circle Test Method= Leakage to Outside Air Handler present during test? ❑ yes ❑ no Total L"kage firaarkM= drrat lo>t V Toil duct leakage air handler irlsWed: (floor area x.08) a CFM@25 Pa Total duct leakage air handler not kEdallect (floor area x.04) = CFM@25 Pa Leakage to oub Soors: (Boor area x .06) = CFM@R5 Pa Test Result CFM@25Pa Fong (circle one) Open 2 3 Duct Blaster Location: Pressure Tap Location: I certify that these dud leakage rales are acccsaW and deter rend using standard duct bes&M protocol_ Company Name- T*dw idan: Dade: Phone Numbec rvmmwgtm stet. &!ICom nl mm= mmi&23omg.mamaernmnmwrs. uwboa, and Earn q ember urea =am m am tie swam jw& am seams am o xopEy WtNSK6m MIGM3orIe&XWNW=WAMffk rWCockorW39ergie!'WraV rWA&clwrAMCage. Duct lV*mss1I gstvaDe =MOM 1bve11ly seat Eke GUM =V riet& Ailgned to FV.I ars b afeplod=n ft" actnorlty by the testing age. +� rwc�re,d by ere nce�rg oln�tal. ale tau stlae be oonduofsd En Enc pcesenoe or aepartre� shR Emepttorns: i. Ocxt Elg�tnesstestrs not r®gc�id lane err 1larioerana art ootheca 1oratea wilnln earlrsltornea � 2 Ducts"" Is not mgL*W r tyre ttmace is a nardesrt vent *m vola jWm appftiw kmbftd It an onoora tIoned qmm A maamcrn orsk epee or mraaucuRxt Inv* cWoondnlaned space 16 310OL L N aadkW WsoWy and learn dxts stmll oe wlll l the eortamorspace. Ducts oumde Ura carraBonea space em be seated acts a nuM type dui smwd aro M W Wd on the aftlWVM R -a NaSaWn IW above grade doom and Rv SUer M tsM ftWU aeon when wtlnln a dab or earn. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 28 Property Address: Conditioned Floor Area Date Builder or registered design professional S�rra�xrri: w� _ .. RYrBtlt Ceiling: Vaulted R- Floors Over unconditioned space R. Attic R- Slab on grade floor R. Walls: Above grade R- Doors R. Below, int. R. R- Below, ext. R- R NFRC rating (or) Windows U- SHGC- Default rating (chapter i o wsric 2o) Skylights U- SHGC- DOWN C.IOy�i FAW'I1�1 System Type itfadeney Hearin Coolie • DHW All ducts &HVAC in conditioned space ( yes /no) Insulation R- Test Method: _Total leakage Leakage to exterior _Air handler present Test. Target CFMQ25Pa. Test Result CFM@25Pa Building air leakage target: SLA<0.00030 - Tested leakage: SLA= �. ptetiprtRen 'F,n�r'�i� �' x System type: Rated annual generation Kwh See Item # 112 for posting requirements.of Compliance Certificate. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 29 Duct Leakage Affidavit (Existing Construction) Permit W. House address or lot number_ City. Zip: Cond. Floor Area (tip): Source (circle one): Plans Estimated Measured ❑ Duct tightness testing is not required for this residence per exceptions listed at the end of this document Air Handier in conditioned space? ❑ yes ❑ no Aa Handler present during test? ❑ yes ❑ no Maximum duct leakage (check method used): 0 Method I Total duct leakage air handler installed: (floor area x .08) = CFMQ25 Pa E 1delhod l Leakage to outdoors: moor area x.06) _.,-, _ FMQ25 Pa Test Result: �CFMQ25Pa .o Ring (circle one): Open Duct Blaster Location: O Method '3 Pressure Tap Location: 3 The measured duct leakage shall be reduced by more than 50% relative to the measured leakage prior to the installation or replacement of the space conditioning equipment. A visual inspection including a smoke test shall demonstrate that all accessible leaks have been sealed. Pre -installation test result: CFM@25Pa Post installation test result: CFM@25P3 Post installation leakage rate must be less than 50% of pre -installation rate Company Name: Technician: Date: Phone Number. ❑ Method 4 If it is not possible to meet the duct requirements of 1, 2 or 3, all accessible leaks shall be sealed and verified through a visual inspection and a smoke test by a certified third party. I certify that these duct leakage rates are accurate and determined using standard duct testing protocol and all accessible leaks have been sealed. Company Name: Certified Third Party- Date: waet mom Sub VWU COW na: 14].a 2fi tpdrareOel Syebmt: Ttgee pans a epetxns wudt are aoerea a11 arm =Mpq WM 91MM 503 a M Code WW a epnaconeeontg synem tS atered q dre hwaOOn a ntptaoerrrm a tpaa-0onatOonag equpmen (hetYalND replaoernerd atne ar turrper, orrtaooraonderrceg urd a a epu Oyaen, art oor+aaonera nez pump. 000ag a nesug rxX orme tunaee nen a:aurgeq, the atrct staem dot s oannecaa m tt+c rrna or RWM Ww4"mn9 *WVm t vote scarce. n Oonnmed wo* twe "mlMan and WF =M *09 h aoxrdare wM procearaes for aua staVV a e=rg d= spWM as ipedSea In do M -W loon a tee %40Mrg MWMMM. Exespdons: t. Duct nate TO are WWnerdee to roue DW INNOusy oared s oorehnea VWW field ve nCM ane 039MM 1KVV h a000rde+oe wdr procedures in Rr 33. 2 Ducts n7ar Nei itan l0 neartea h u+eonaaw" spML 3. Ebcthg aures staerts unctnxted. hAeteta or seasaa rrRr astreaee. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 30