Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PHINNEY BAY DR, 2452 E
, 72 . ,_6,..„ / , ' .1 ' i aptu-v-t-e-e--c,) zo-7,,,,t,_ c: 4..ts--, _ , .--_,)//,; 4 A-A-,v-z___, A__ __,z._44__- „,_.4.,,,___,-:, --J,r , ,,,,,,„\, „.„.,_.,) , __060_,2,6 , P-611 7 q0-2t---- C Xi—eV) .../ ht,--a-L. --( ,- ( 4- - d3 - 10 - . (ic vt.k/L vri-e-t.Sf Lj1 RECEIVED 01A /0, ' / 0At2 c J City of Bremerton tti !' ,6ea aZ OCT 0 8 2009 4 5a E Plut-xv:u27S-ii 2_ . Department of Community Development Jeanir , Q , J0.9-Y1 )00 N rove � k �� JccS �P .�J JSen I, i CITY OF BREMERTON PERMIT NUMBER: BB09 00280 jam,/ )I. DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: a 345-6th Street, Bremerton,WA 98337 (360)473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3701-001-011-0001 ZONING: R10 SITE ADDRESS: 2452 E PHINNEY BAY DR APPLICANT NAME: NOVAK GAIL N PHONE: (360)479-5519 ADDRESS: PO BOX 4297,BREMERTON,WA 98312 OWNER NAME: NOVAK GAIL N PHONE: (360)479-5519 ADDRESS: PO BOX 4297,BREMERTON,WA 98312 CONTRACTOR: SELF PHONE: ADDRESS: LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 04/28/2009 APPROVED: EXPIRATION: 10/25/2009 STATUS: PENDING VALUATION: $19,584.00 Residential Building Permit w/Mechanical/Plumbing F t E Plan Review Fee $173.55 4580 ADU Building Permit $267.00 2211 Building Code Edition: IBC:2006 61/ 6/0 ( I Mechanical Fixture Fee $41.40 2215 Occupancy Group: State Surcharge $4.50 0236 Type of Construction: Plumbing Fixture Fee $55.00 2213 Flood Zone: State Energy Code $50.00 4580 Setbacks: (Front) (Side) (Rear) (Other) r , TOTAL FEES: $591.45 Sanitation Method: 1� Number of Bedrooms: Square Footage: Dwellings-Type V Wood Frame : 300 SQFT Inspection Requests Fire Inspections (360)473-5394 DCD: Building Inspections (360)473-5870 H/D:Bremerton, Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360) 415-4000 PW:Department of Public Works (360)473-5270 This permit shall become null and void if the described and authorized by this 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 susbstantiate 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. I have read,and agree to abide by the conditions of this permit including all conditions of zoning,building codes,and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: 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. 10. (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. 10. (DCD-01) DCD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency (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- Page 1 of 2 8 -0 9 o 0 3 80 C` RECEI p* ZA 6- City of Breme t o IT CENTER APR 2 8 2009 RESIDENTIAL CITY OF Departmentof Building Permit Application $REMEMERTUN I Community Development pp Department of Community Development` 345-6th Street,Suite 600 ' Bremerton *WA ' 98337-1873 (360)473-5275 " Fax(360)473-5278 * www.ci.bremerton.wa.us Applicant: I Owner I Contractor 7 Authorized!dent _ 4 42i Site Address: � ��� L7 t.k C ` /1? To apply for a property address,contact Public Workst(360)473- CONTRACTOR: , , OWNER: C•}1 i 4 /tie,t cc Address:--1,c3' b•—/::2,itwN e-e � s 'Address: '� 1,.1N 6 City, State, Zip: , r•vvvt.-e-r12 A) tQ r . i, City, State,Zip:6 , License#& Exp. Date: Phone#: (.3L) V-79_6757 Contact Name: Authorized Agent Name: Contact Phone#: ('A2) 6,40 Address: Email address: City, State, Zip: Tax ID/Parcel#: c3:40 i ,-_ i — 1 l - OCC) i Phone#: ( 1 Sewer I I Septic Email address: What is theapplication for?(Please check) , Nev' Construction Alteration Addition. l I NEW SINGLE-FAMILY RESIDENCE I RESIDENTIAL REBUILD I NEW DUPLEX I I RESIDENTIAL ADDITION NEW MANUFACTURED HOME RESIDENTIAL REPAIR I I NEW GARAGE/CARPORT r.NEW ACCESSORY BUILDING 7 DEMOLITION sf Interior sf Exterior** sf Foundation Wall** sf Roof/Section*" **Separate demolition permit and fees required. Contact Public Works for sewer cap permit(473-5270). Sewer must be capped prior to demolition permit issuance. I I OTHER: IS THIS PROPERTY WITHIN 200 FEET OFA SHORELINE? YES LI NO Scope of work proposed: L c` r �Li ' j.„ Square Footage: Building: 1st Floor ..-BeD p Basement Garage: 1st Floor 2nd Floor Other 2nd Floor Deck(s): Valuation J Plan Review Fee Permit Fee Surcharge Total Fees G �"" Yel � acoi OVA ` � � 6 U O Application for which no permit is issued within 180 days following the date of application shall expire by limitation,and plans and other data submitted for review 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 applicant,showing that circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration,the applicant shall resubmit plans and pay a new plan review fee. gAZ;Z: /51A7/6-) 7 Applicant's Signature (Print) Date Rev.Oct.2008 (Continued on back) P City of Bremerton 2 g zoo 66O clo(2.go Department of Community Development RESIDENTIAL SITE PLAN QUESTIONNAIRE 1. Site Address: "X�� ��iztqt.k2f ,44—y { 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) CRITICAL AREA CHECKLIST: 3. Slope is calculated by dividing the vertical Check all that apply to the site and areas within 200 feet of the distance by the horizontal distance and then site. multiplying the result by 100. Example: Flat: less than 5-feet elevation change over entire site. ,,w t ' $- Rolling: slopes on site generally less than 15%. Verticals a Distance= 20' Wil "U ` 0 Hilly: slopes present on site of more than 15% and a ;... less than 30%. Horizontal Steep: grades of greater than 30%present on site. Distance= 100' Other(please describe): Vertical 20 feet Horizontal 100 feet=.2 X 100=20% slope 4. Does the site or properties within 200 feet of the site contain areas of standing water,creek or an area where water flows across the ground surface? Yes 5. Is there an apparent wetland present on the site or on properties within 200 feet of the site? Yes/Noi, RESIDENTIAL DEVELOPMENT WORKSHEET: 6. What is the amount of grading proposed(in cubic yards),not including foundation area? Fill amount Cut amount Total grading Air 4,4 NOTE: Grading over 50 cubic yards requires a separate permit. Will the grading material be imported or exported? Yes/No 7. Please provide the following information. The setbacks are measured from the fmished exterior wall of a structure to the lot line,not from the foundation.Accurately represent your setbacks on site plan. IDES '„16..°,.,4,40441,40700:0$0. Front yard setback *Use this as the second front yard setback Rear yard setback* for corner lots and through lots. Side yard setback Side yard setback **Development Coverage is defined as Maximum height that portion of a lot covered by impervious Development coverage** -6,2.-74-1 surface areas of all structures, and Number of off-street impervious paved areas, such as parking spaces 1 driveways and walkways. Residential Questionnaire Revision: October 2008 • I CT`7t71 deos I ,, LX.iY3^5'h'r "MI _ _ PERMIT CENTER Dept. of Community Development*345 -6th Street, Suite 600*Bremerton*WA*98337-1873 Mechanical ' . Plumbing REuEI VED - Type of Fuel: LI Electric D Gas ❑Oil 0 Propane aryotBremerton Occupancy: 0 Residential ❑Commercial APR 2 8 2009 Site Address: 57.5E f)/i t/Afi.y 2 �ii__ Community ent of / evelopment • CONTRACTOR: S€(F' OWNER: �f"� Ale > - Address: a, -„I__ AVA, 1 dress: �i1�� ,Pi�iv/!/� � i City, State, Zip: 6a_r,,t- --ri W '�� City, State, Zip: /3 r�rl,�,-7.7Au' yds. . License#: Phone# (. ) 5 37 �7, 7 Contact Phone#: (,34,a) '/7l`•'5-577 Tax ID/Parcel #:3 Za A. col-a td-d vol (1,143 77.49 NO. TYPE OF EQUIPMENT NO. TYPE OF FIXTURE AIR HANDLING UNIT>10,000CFM ATMOSPHERIC VACUUM BRKR 1-5 AIR HANDLING UNIT<10,000 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 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 I WATER HEATER&VENT eie„t_, 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: o c) PLUMBING FEES: 5 , n 0 I TOT FEES: A og 7// Y Applicant's Signature Date Print Parcel Search Map Page 1 of 1 Kitsap County Parcel Search i Legend } ' s - I Q ? 1 Parcels i Road Names j y 0 Military Pc t l 0 ill . -1 i W Z t 7^ Ct Z NOVAK GAIL N ____L _ ..,.,.,., _. E 3701-001-011-0001 Copyright®2009 Kitsap County DISCLAIMER: This map is intended for display purposes only and is not intended for any legal representations. [Click here to Print] http://kcwppub3.co.kitsap.wa.us/ParcelSearch/PRINT.ASP?CMD=INIT&PID=1420728 4/30/2009 KitSap County Assessor's Property Report Page 1 of 1 Property Report Tax Account No. Process No. Situs Address 3701-001-011-0001 1420728 2452 E PHINNEY BAY DR Property Class: 111- Single family residence Parcel Information Tax Code Area: 0010 # of Buildings: 1 Jurisdiction: BREMERTON Acres: .39 Sec-Twp-Rng: 10 24N 1E Zoning: City Neighborhood: 7100541 Account Status: A- Active Taxpayer Information Name: NOVAK GAIL N Mailing Address: PO BOX 4297 BREMERTON WA 98312 http://kcwppub2.co.kitsap.wa.us/pls/ilisw/lis.online_lis_info pkg.acct_info?p_in_rpacct_... 4/30/2009 t l ,, CITY OF — BREMERTON THE CITY OF PRIDE AND OPPORTUNITY Department of Community Development Jeannie Vaughn Building Development Specialist Ill jeannie.vaughn@ci.bremerton.wa.us May 12, 2009 Gail Novak 2452 Phinney Bay Dr. Bremerton, WA 98312 Subject: BB09 00280, Accessory Dwelling Unit Dear Applicant, Your plan for the building permit referenced above is in the process of being reviewed. Unfortunately, the review cannot be completed until we receive all the information relevant to the project as proposed. This letter reflects only those items that are necessary to continue the Building Division's review, and does not contain the findings of the review, or note the corrections that may be necessary once the review is completed, nor does it address any needs of any other city division or department. Please review the following comments, and then follow the re-submittal directions that follow. PLAN REVIEW REQUIREMENT COMMENTS: 1. The structure does not comply with prescriptive braced wall lines and braced wall panels. A single story shall have exterior braced wall lines comprising of 25% braced wall panels, or equivalent. The area of specific concern is the front wall. As an alternative, you may submit an engineered lateral analysis in lieu of the wall bracing. Design criteria for the City of Bremerton is: Seismic Zone D2; Wind speed is 85 mph, Exposure B; Snow load is 30 psf ground, and frost depth is 12". 2. Please provide a cross section of the wall from foundation to roof to show the typical construction details, i.e., foundation, floor details, studs, insulation, interior finish, ceiling joists, trusses or rafters, insulation, etc. 3. Please provide species of wood to be used for joists, rafters, beams, etc. Please make the required corrections and/or clarifications and submit two sets of the plans showing the revisions. Please be sure to reference the building permit number noted above to identify the file to which all re-submitted documents belong. If you have any questions or comments regarding this review, please contact me by email at jeannie.vaughn©ci.bremerton.wa.us or by telephone at (360)473-5212. Sincerely, Jeannie Vaughn Building Development Specialist Ill R:\Community Development\Community Development\Building\Plan Review Letters\BB09 00280 Novak.rtf • \V'\ Iil\liIt>NSi.Ail.UN;\ II IIV Ventilation System Operating Instructions Controlling Whole House Ventilation System Using Exhaust Fans' Your new home has been constructed to use energy efficiently, moisture while maintaining a healthy indoor environment with a good sup- reduces the ply of fresh air. To help you achieve these benefits, we recommend that you take a few minutes to read these instructions. cause of many Your home has been constructed to the requirements of the Wash- molds and ington State Energy Code (2003 edition) and the Washington State protects the Ventilation and Indoor Air Quality Code (2003 edition). This means your home and the ductwork of your heating system have been well finishes of sealed, which limits uncontrolled exchange of air between the indoors and outdoors. The amount of fresh air provided to your home is under your home. 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.) • Whole-house fan ry , rAjiPP' i— ols ' 7-Spot ventilation 'Id r iromm., �111111111� •—c-----,,,...fan at kitchen Whole-house .�� fan control ;; 1 411114 I�, "� Spot vent fan ' O, controls, j� minimum , .— � 1 per fan ii,„(,-, liMiliet Spat 1 2 r �, ventilation 6 6 — Undercut doors a fan at bath . 6 , 0 ���� — minimum of 1/2" and laundry Jr to permit air flow with controls ,i7:00f1:::*:Ak, ./,. _ -0 \/ / \,,\.\\..\\.\\/\\.\\.\\.\\...\\/\\A\:N.& \\.\\4\;X..\4',\.\\,\\,\\A\.•\,\\.\\4\,-; L 9 SI Figure 1:Ventilation from Spot Fans Ventilation System Operating Instructions Page 2 The purpose of spot ventilation is Recommended to control excess moisture, odors, or cold climate chemical byproducts at the source. i confriguration,lor It's far more effective to quickly ''''h k...moisture and pollutants nonnnnnrl-nnn,,,, when they are created than to allow /� �� them to dissipate slowly over time. -- /� �� Controlling moisture reduces the R-4 minimum cause of many molds and protects duct insulation Whole-house fan the finishes of your home. Control- within 4'o"of intake requires odors and chemical byproducts sone rating lessA 0 II i i , then 1.5 �` Spot reduces any health hazard that may ��, 4%,41 ventilation be associated with them. innm►uo` �t fan v It is particularly important to oper- -- r ate your kitchen fan if you have �� Spot vent Window �,, control, a gas or propane range. As well vent ijminimum as removingmoisture and odors t perfan Whole created by cooking, your kitchen house fan , Through- control ,. I wall vent exhaust fan removes the unhealthy . , IN .. ., byproducts of combustion, includ- Spot •dig -- s T undercut Yp =,..i.,ventilation ing carbon monoxide and nitrogen fan with J)' L. doors 1/Z- _ i j to permit oxides. control pr. air flow _441111 kr III\ Recommended spot fan yrr'0 / srsr <i•igrrr�r� ,. \ ' . operation i \rr�r �� ` � 'rigr0 r�i,VsSVy �\gi • Turn on the spot fan when- . ,,r,.i,.�i�i.rr,.r,,�r>g ,� , .,�:N.:N.�\�i� ,i , ,. ,.\.,NAlr:i�., ever moisture, odors, house- Figure 2: Whole House Fan hold chemicals, or combustion byproducts are present in the This fan is controlled by a 24 hour timer (see Figure 3.) room, such as during showering, To change the ventilation rate in your home, adjust the washing clothes, or cooking. timer to increase or decrease the amount of time the • Since moisture vapor, odors, and exhaust fan operates. combustion byproducts tend to linger, run the spot fan for up to When the ventilation timer calls for ventilation, the 60 minutes beyond the activity whole house exhaust fan turns on, pulling air out of that produced them. Whole house fan Your house has been equipped with E t a whole house exhaust fan. It is r TIMEDAY similar to a common bath exhaust oPUOFF PINS fan, but is required to meet more �` , stringent requirements for air flow ,.-.i and sound control. It may be locat- ed in the bathroom, a laundry area, AUTO:RUN TIME BASED ON TIMER or in the hallway (see Figure 2.) ON:CONTNUOUS OPERATION Figure 3: Typical Whole House Ventilation Timer • Ventilation System Operating Instructions Page 3 your home and drawing fresh air in • Use the manual control to from outside. If your home is turn the system on when large equipped with fresh air inlets groups gather in your home. it is IMPORTANT that you leave these inlets open. To get the maximum • On very cold or very benefits O the windy days, it may not Atendof f the the cycle, be necessary to run your the timer will turn the ventilation system, whole house ventilation fan off. you'll want to adjust system that day. the timer to suit your Selecting a Whole own schedule. House Ventilation Additional Schedule Information: Your contractor has set the For more information on timer on your ventilation the Washington State Energy system to provide a minimum of Code, or the Washington State eight hours of ventilation per day. To Ventilation and Indoor Air Quality get the maximum benefits of the ventilation Code, visit: www.energy.wsu.edu/buildings system, you'll want to adjust the timer to suit your own schedule. Endnote ' "Prescriptive Requirements for Intermittent • Run the system more when you expect to Whole House Ventilation Using Exhaust Fans," be home, or when more people are expect- Chapter 3, Section 303.4.1, Washington State ed to be in the home. Ventilation and Indoor Air Quality Code (2000 edition) [effective July 1, 2001], Washington State • Set the timer to cycle the system on and Building Code Council. off for short periods. For example, 10 min- utes on, 20 minutes off. Managed by: Funded by: WASHINGTON STATE UNIVERSITY .1` ` EXTENSION ENERGY PROGRAM United States Kif A r Department of Energy TES ©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 ._ A NORTHWEST commercial product. Please reference by title and credit �� EEFFICIENCY NERGY the Washington State University Extension Energy Program. .& l ALLIANCE Published September 2002; updated September 2005. www.nwalliance.org WSUEEP-02-107 t 4 Se OA 1 lylCLL = I (c, L_ LI -7011-00 , A?� Validity of permit.The issuance or granting of a permit ! a shah not be Construed tQ be'a permit for,or an approval �-^ / of,any violation of the.provisions of the International ® ��rJ' ,3 X Jp�,�S /� Codes or any other ordnance of the City of Bremerton, • Permits presuming to give authority to violate or cancel �/ cf the provisions of the'International Codes and �- 0 *o. 55/ X •5 i 02-J ordinances of the City of Bremerton shall not be valid. f (/1 (IBC 105&IRC 105.4) Oo . .. t _� _ _ CHANGES )1 ! MU® 'iE6E APPROVED PRIORAFQRMING �/pRK I 0, 4_,Ic," ,• r MUST COMPLY WITH ALL WASHINGTON ; lans Include pages of STATE CODES Lateral ❑Vertical engineering documents that must remain alta hed 941I/ • to approved plans. .A1101I)kl .1.41,1)15e-' y i See attached engineering for- D • shearwall & hoiddown • Y locations and calculations : - APR 2'8 2009 r t pattment of amity Development F C-Ic«rhE•l k' 151— �`�,i p F BRE/4e y 'kvs ROV APp • oE✓ I a JUN O 4 2009 ;� I - QFC!ll,r" IZ� ��� UN Y SAY •1 . . . . . , ...._ I I EN. EllIIlli I I I I 1 i -• , . 1 1 1 4 1 i , , I , 1 i 1 , . 1 1 IME' i4 1 I i 1 i 1 I i I2 I . 1 1 I I I 111 I II ,. i. 1 4i. ta , I 3 g 1 ,,,, 1,, 1.111111111111111 if ill= 1 --1 A Ell f I 1 1111 141E1 1 1 i1411 4: I e IS I .. . 1 , --I- 1 i _4 1 , no 1 1Ii 1 .fa' 111111111 ! FLINNUMMINM I II 0 IL A 14.---_----''''''''--1,:z:—1-Aill'i=7.77-77r:rmr.... .^72•-----.....-..- •'--,---P-1'.7-1 I FI imminiiiiiimasommis r rigs, , , 1 11 i 1 to I r Mil I 1;;* I 1 , I .1 i I ' - 1-3 I Mill IIMIIIM i_! VI(11111.11111.1 ':_ 1 11111111111111151111111111M1111 ii 111111111.11111111111111111 1 .if - - - _ il 1,41 ..., 1.„ ,, ..,,,,,,,.. ....,..,„, ... ..„.....„-,77.„.1.,,,,i-mru,=,r 1 '' it..."::-..i.r.or ...-..'--*-''' "'''''' iliiiK46 1 4— ir '4 1 — . ,' Eifi ti I I- ‘_ 'r 5' NI .. .i i 1 . - ..i "kk ti t tig I 1111111Ti_ rill.1111111111111111111111‘41.1ffittlini .._ eb. ',iii_ ,,u,,, .„__ 4...,.,-- -- - i Mimi 11 i _ , ••••••ft , Pault:77 , 7 ili f I 1 0 Viiirm; ; ' I t 11111111111111111111111allaIF 1111111111111111111111111,111111111 , . ..,...4 ... , , I I 1 I I , I pix10- 1 1 ,c . 1 - T 1 Ii ' • IF I 11--Z.- 7-!ISE' 1111111110.1111111111111111.1.11111111111111111111111111 III 1111111111111111111111 1 imiiiiiiiiiimuswiaffisimilimmismoimmammummaimommtarn IIJ .IIIIIIIMIIIIIIIIII 1111111111111111 • Ti_4 ____ 1 ' ' 1E1E1E1 f 1 1 II 1 1 1 H 1 I 1 1 i 1 i , , 1 tt I HH ( 127 � __-•. _ -- C le _ -- • - • APR-2'82009.--- Department of Community-Development e '9l1Vdi itliVtwtriei,- sea... --.. . _-_ • • 2tk Fr j . --., ni ..,. ___, i: ) . I i • i 14A-1-i- . .'`` ` , r __ .. , .. . . •. . i t • y �„3 �J i --)4.41:6-40/1 } o S t` RECEIVED City of Bremerton APR 28 2009 Department of Ullih'Development '0Q- 1 :..:_.<�......�,. :..�. .e.� �,..... ,.mac ,._ .,...�.� ...�,:...�s................ J.a..K.�..- f ...-.....- I • t 1 —_ ....._........-»_,._�... 4 Y�........,..,,..a..-..-,max..- r. I d 1 t , w t • I 1 s ni i sx r 1 , . . , . . , . . -m m . , , . , . . , , . • , REcovED . . of Bremerton _APR 2.8 2009 . -,___ _ _. erlment of -� f _ 7 ,i_ i , i ..,..,r, P X11` "{ {,lfis t� f e — <f= 61 5 j } *1-'. . / ........*•........ L `*"... -. 1f 1 4 f111 I . ,:, . 1, . . .... i. - '---;t3, 1 . __ . _ . _, .. R 91) 2 1. . . .. _ . _ . _. _r . II �� .. . . :i . tett) ! n I f •1 . . ri • . ... . cy G 0 S''''"' ;j/ ► t l '< 0, K : c„,....<„,...",....,0 O , 'yQc).-T, ' i � t i •- C I S _ — lift - 5: - ii — ( - - _ - C1-1-Ti • t~' _ _ . i .. _. fA* i • I 0' r Y i rr •t• i ...._ _-„ ._..[.rye. _ _. _.. _.._- ___ -.__ - -_. -.._.. _... __. __.•_-_.-- _.__.._-__ _ -_._- _-_ -_.. ...._ _ 1...- V V -____ I 'Cr\;` 4 _ ._._ _._ - __ _ _ ._._ ._ . 1 _ t y _ • . , , _________9__AE 1 i 7' ;k RECEIVED ` e`�` City of Bremerton APR 2 8 2009 Department of Community Development 1311, (40 1 A 5. �! a . / cG� NC 6,(..) �,,�.,Gl� `.0s / F� f',�- �T�G oRT[ , + ,,E--...-- 20,s--_ ;, iq,5' --- >i< (' > .24PLwth40 - 023%Wirld,our A 1----- , , .31 Re. D.., . '., . ' 0,115;a A i t : s 311.PYI 13'1 ' L , t 51 ePl- 4 ! ,P'7 il 4)(Lt. . _i e R.c f ' n �,, ' 9.K td,ncloW s I -Can al tII 1 c.,04_,A.Att.Ar- . c..... tleic 6 "pi 51;(-----� , � , ; a dub 1 Nat 4 .. , ,.....„...,_......„...,___, Imosmor..„:_ . ' ..., I . _ .1,-, , . 3.1.„ ,41; cos ii,-cork. t...y1N400,- „mow W,114040 i li1 _...._ 51 _____*,___ii, 1 ( __._________ 20,5' 0 RECEIVED City of Bremerton APR 28 2009 Department of Community Development A • .` S/}__ ✓' o o � • -T-X27/ 0 v �b]o 12, \J�, • ��r-- 77r: --mss �/G f _ . .. 6 �j Q . A r{—9E.-41 , ori .6 , ; .-.-. . � : , tr....... � . ' � , ., . • • 4 , ,,, . - ; ,- A., iz ,...... .. i . ti . . ,-,-.7,4,--,L97-,,,,,,e — . . — — 0.... ' '' ' tT - - - -J:1 i '^ - • 4 ; G I l`d^� , 2rPS _ ,. -\›).7. _ `� ,:,..,,1›,-,, ara� \j - .,-. .. - 1 • : • , .A ) —.Li ' sl _ 474. o- ''. .. . 1 . _ 59" x - n k � I • c.4r5 E (0,& Jce r au¢F�Aver.B�moN,W•9su7,c.+�,r�s�ao �i tit) � I vee)A 1./-/0-7 /kC L . .D(4) I Er! C1:h.Al L SHT1'f,g' 5 (T b ,Z45a. 1014104 z. Ov/: :-- ; GAIL t i\le,. t, rooLIA9x : ;,t1 esrzMg `C , vf q r . LJA vo : 5 No, - Pe.= 0 Idvr,a )(I • — w L L./VV WO :40 r5p, RECEIVED City of Bremerton APR 2 8 2009 Department of Community Development - l,1v�S R. Le of WASh/ c / W67 AK' if''*e 1, i - 4 it, 4,..1841 0.9 "" Otil 3'SIt7NAL EN TASK Iti�'. f�• �� Z /(2, DATE' - r? ART ANDERSON TITLEVOjKr ��CK , PREP , . t IL1 ASSOCIATES 10¢PACIFIC AVENUE,BREMEWOM,WA 98337,(360)479-5600 SHT' b:;;t:.;07 1,im F75. - 0.7xc c), /.o ;c.,, /. J ; T =i, , �, Cs 0..0 ' �.`� 101,1),-„,7'0::,-13, 1 = /� PP- 1A1/4 ;.L, e 7 -1F - ( f � t1 F °) „a-1 d ► 2> 4 " /4 5P =1' (Hrt'fl.) — PAN 1-6>ii ri tr. 7 6 1-r - "� 4)t w eta 4001770N ;(62?zi-i-).5) 001 ` 0 621.!-i-i.) pLF ` z ,9 Pix }? ' Rorg = 55 x 4., 0 plv; typ 4 f/°, ,4 g L ye i t,`" v > 4 4' 1-1?).%:77.%Pf2'6)0 fP_ ; V-- l 5 toil 13t,611 TilT 6,`",,.t to N , ••••=11. r 1 1 I In k '44,1,4 1 1 i . 0,.„4,..„ ,,,„ ..,..„. „, __. i., , 4,„ ....,,,. , ,,,,,_ ,,...., _. , ,,...----1 ,....,, ,,-- ,, 1 1), = r _ ( .,.a we.d.r.�...........ILL.64,;...,.>.... ..., ,.�.a, , 1 11(;,:. i ii ---;_- ......" 7_ - ,. ,..._..„ .i2t0 1 t 1 - 1 ti IP-''' (5._ jr 1 1.03 _ L-7.:=__..— \iz Jr 1.41- ---, — — — ..—./. i 1 1,_____.5 I.,6 ii 4. ITT irk , ON e 9t-- tg ,---, A....I I 7_ 1 1 TrT1W „.%„..,...„.....;1.:,,_ __„,„.........,_.........„ •tp 1„..... V\ , , , ),\ \\\\ iii. 0 2.- , ,...... 7z.. jr. {11 ! \LI_ 1 ,.... ..._...: , .21 . __ . ,,.. . Il ,,.., , , I, \ i, - i Irs 1 5 r.., - , $4k____-304 A. ..1t;ir .1i; 1l _ ° , ,L , tr,, ,, , z li ,r, I t LAI ! (rj It; t 1 "il ,-.0e i / i • _l „dir-... yPi i , t ) I pc - -I-+ i i Ir. --*1 / ' I / if IL/ r...... 4 ilh i t { t i ' e 1 '4.... 1 ''''' ,Lke; Iii tN. I , 1 . ' . - ..."'""'''''''''."-^+^..---.....-•-•-•,-.......4411 "11 ,\ ug h ; ►_.:s ?G �_ . „o� c. -, ,- G.b M l C)� d CC . ii j :a te ' > it F R N r z .`i.' o 3 C77:)1 ��, ''''&`.?tomt:j itis.`\ T 6 m A ii, I NOVAK FOUNDATION REPAIRS a Z 2452 E. PHINNEY BAY DR. p=> : m , y \\_' i BREMERTON, WA J = 1 A i , M Z ex (::::) , , l ' 1 r a tr 7 k _E I—IL _ na j..4_v.,...Ti 1 ---,1 li i 1 jL # %i % A�� � . -,--1-,p` {° ; i 1 '�F i '.u...,...aesi. irk-�va•. IZ. ci 1 I ,Lt tr-k, k I. i ili-r1 tt lkmt t 66 j� }4 sl, , rm kt 1 > ii 1,.... ... .. 1 4.. 1 0 CI: / I c't l'14 I' ,M r __Y /7.7144 ., ! r II i , t � \ 0 1 Ii rn \\C. IR i _., ‘, 4 I -1 ic.._) /; - ti gl r*--- I 110, i .....or ... 1 r 4 :::H 11 1 _i,,,,,„„,_ — _ 0 9 1 c3.� _ -1 1,,,4,. ‘H -f , , c L.,-----T 0 _Ta 1 li it ,t ...t. tie ;-..,3, , n9 I › 1 [ l i TII i 0 1 411 Tvk — —0 co w rn cn .p w N) p0D0m 73 mc) m -1 = O Km '- 0 mrn - orn C) C) om = '- m0 O = = GoD OO " x = D � 0 m DZ o00 r0 - (nzcn r2O7) - cnpm > cnz zmm r mmrn 210o0 53P [I= c) m < p -1 m � 0C5 Z -1 < � 6) ncn � 10cn cn � n m * cnm � 131 * � 1 m3-! 0om fl, j � nrnZ 0) Drn = D WZZDOz _I � Oz i•- C) m > or0zrm - x cn IQ OD 0m m � mcnrn00 z -a00) c om � 000n O ? J cDi� � orpon 00 � I � o pj = Ui n 00 cnOo � c „ 0' Dz � =1 -- DD 0 :: -m-1 > < rn z0K c 0 !! D mI- - - w cn COrmmo 030 0 -Oi0 0 Oma > D m Dcn m - ,— w ,- mcNn D . r 0U, !i cn = z = z Dpm ? Dp -1r c � D � � OC Ohm 0 • n � D .0cO0i3O � pp � Zp � DOT x � DO -nj -Si . � 7oZ Da* !! m `�• 0 � � G7 !! � � — m> - mmm70 = � � D am xj 0 = 0 ° 0NI 0 z 2) � O Zc 10 rOZZ 00 —iZm2 —Irr- r > `..-. \ rn � OO wpm • X 00 umiz n <nmD pcnmcn me = pn �n pr p � r IN DOcWW * 7:1 0 � Z O cnm D`-n XP < m � < Dm0 � Z -1 000 D � 1s` DZ !v � = om° � cn n0 c: 55 m � 0� � n � � � cncn � � m � D rp Q �� yn,''�� ` - TIr�,9'1� m � —ym zoom pmN rrn n m0 Onto _< ma7Z _ omz0IOr ? D � 2) cn 4, 'OW_ on 0 DOrtw-1 z • p 13 z � r -< Dm -a rr-- . cmi� -1 orn = mOm z � zo i 0- , � z -130 7Jm• � cn 0 0 ocnoo r m mHzo � 0 om O > �� > 70 0 me m � 00 O Hcn m ^' co _,..,0) Z < cn > 0 -1 c � D Z. �+ � � ��' z0 - � mm -1 z = m = 0 -1y 5cnc0 = zo I' Z0 n 17 0 0c • mm rn rv � m O !! � y ? mom ? .tir �Q *, _ m p a' cn o w m CO m m 0 n m xi m �, z o ai m -11 z rn X 0 m . a 2 m „ p 7 NOVAK FOUNDATION REPAIRS » a `" 2452 E. PHINNEY BAY DR. po; • m a .; .� N BREMERTON, WA �_ ' 7i City of Bremerton Department of Community Development 345 -6th Street, Suite 600 Bremerton,WA 98337-1873 Phone: (360)473-5275 CITY OF Fax: (360) 473-5278 B R E INAE R ION Inspections: (360)473-5870 RESIDENTIAL PLAN REVIEW CHECKLIST This okusolkillog paErt of the sarov, F oat *lams. ® not tri ®vg asp r_ mato 07 detach sway „caloQ to® Permit Number: Owner: • 2006 International Residential Code, WAC 51-51 • 2006 Washington State Energy Code (WSEC), WAC 51-11 • 2006 Washington State Ventilation and Indoor Air Quality Code (WSVIAQ), WAC 51-13 • 2006 Uniform Plumbing Code, WAC 51-56 and 51-57 • 2006 International Mechanical Code, WAC 51-52 (incl. 2006 IFGC) • 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. Items circled on the following checklist are identified on the approved plans by the same number. 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 2003 International Residential Code to the 2006 International Residential Code, substantial code changes or differences between the old (2003 IRC) and the new (2006 IRC) codes are in bold type. 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 Friday. To schedule an inspection, call (360) 473-5870 andprovideyourpermit number, the name and address shown on thepermit, the type of inspection needed, and a contact telephone number. Inspection requests must be made before 8:00 a.m. in order to be scheduled for the same business day. 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 septic). City of Bremerton Department of Community Development (360)473-5275 345 6"'St.,Suite 600 Inspections: (360)473-5870 Bremerton,WA 98337 Fax: (360)473-5278 12/6/2007, 1t edition FLOOR PLAN 1. ROOM IDENTIFICATION: IRC Section R105.3. provided with built in features that establish the Each room and its intended use must be clearly specific use of the room as something other than shown on the plans by the applicant for plan review for sleeping, and do not contain clothes closets, purposes. need not be considered a sleeping room. Some additional exceptions may apply, see IRC 313.1. 2. EGRESS WINDOWS: IRC Section R310.1. 4. SAFETY GLAZING: IRC Section R308.4. All Basements with habitable space and every glass located in an area considered hazardous sleeping room shall have at least one operable must be safety glazed: emergency escape and rescue opening. Windows shall have a minimum net clear openable area of 1. Glazing in swinging doors, except 5.7 square feet, or, may be a minimum of 5.0 jalousies. square feet if within 44 inches of exterior grade. 2. Glazing in fixed, sliding, bi-fold, door The minimum net clear openable height dimension assemblies and panels in swinging shall be 24". The minimum net clear openable doors(except jalousies). width dimension shall be 20". The window shall 3have a finished sill height not more than 44" above Glazing in storm doors. the floor. Emergency escape and rescue openings 4. Glazing in all unframed swinging doors. shall be operational from the inside of the room 5. Tub, shower, hot tub, whirlpool, sauna, without the use of keys, tools, or special & steam room enclosures and any knowledge. Window wells shall be provided when glazing in a bathroom wall enclosure, egress windows have a finished sill height below where the bottom is less than 60" above the adjacent ground elevation. The well shall allow the walking surface. the window to be fully opened and provide a 6. Glazing in any opening adjacent to a minimum accessible net clear opening of 9 square door within 24" where the bottom is less feet, with a minimum dimension of 36". Window than 60"above the walking surface. wells with a vertical depth of more than 44" shall be Glazing that meet all of the following equipped with a permanent ladder. See Page 20, conditions: Emergency Escape and Rescue Windows for A. Exposed area of an individual pane additional information. is greater than 9 square feet. and B. Exposed bottom edge is less than 3. SMOKE ALARMS: IRC Section R313.1. A smoke 18" above the floor. and alarm listed in accordance with UL217 shall be C. Exposed top edge is greater than installed in each sleeping room, including each 36"above the floor. and bedroom, bonus room, and other habitable rooms D. 1 or more walking surfaces is within that could potentially be sleeping rooms that 36" horizontally of the plane of the contain an intervening door that can be closed to glazing. separate the room from areas otherwise provided 8Glazing in railings with smoke alarms, as well as outside each 9. Glazing in walls and fences used as the separate sleeping area in the immediate vicinity of barrier of indoor and outdoor swimming the bedrooms and each additional story of the pools and spas when the bottom edge dwelling including basements (but excluding crawl of the glazing is less than 60 inches spaces and uninhabitable attics.) In dwelling units above the pool side of the glazing and with split levels and without an intervening door the glazing is within 5' of a swimming between the adjacent levels, a smoke alarm pool or spa's water edge. installed on the upper level shall suffice for the 10. Glazing in walls enclosing stairway or adjacent lower level provided that the lower level is ramp landings or within 5' of the bottom less than one full story below the upper level. or top of stairways where the bottom When more than one smoke alarm is required to be edge of the glass is less than 60" above installed within an individual dwelling unit, the a walking surface. alarm devices shall be interconnected in such a 5. NATURAL LIGHT & VENTILATION IRC Section manner that the actuation of one alarm will activate R303.1. All habitable rooms shall be provided with all of the alarms in the individual unit. When any aggregate-glazing area of not less than eight alterations or repairs are made that require a o permit, smoke alarms must be installed in percent (8/o) of the floor area of such rooms. accordance with IRC 313.1. Note: Habitable rooms Natural ventilation shall be through windows, such as dens, libraries and offices that are doors, louvers or other approved openings to the CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 2 outside. The minimum openable area shall be four absorbent wall finish shall be provided to a height of percent (4%) of the floor area being ventilated. not less than 6 feet above the shower floor. (Exceptions may apply, see IRC R303.1) 11. CHIMNEYS & FIREPLACES: IRC Chapter 10. 6. EXHAUST FANS: IRC Section M1501, WSVIAQ Factory-built chimneys and fireplaces shall be tested 302.2.1. IMC 501.2, 501.2.1 Exhaust fans are in accordance with UL 127, listed and labeled, and required in each kitchen, bathroom, water closet shall be installed and terminated in accordance with room, laundry facility, indoor swimming pool, spa and the manufacturer's installation instructions. Masonry other rooms where excess water vapor or cooking or concrete fireplaces shall be constructed in odor is produced. The air removed by every accordance with IRC Chapter 10 and certified in mechanical exhaust system shall be discharged accordance with Washington State Building Code outdoors at a point where it will not cause a nuisance Standard 31-2. and from which it cannot again be readily drawn in by a ventilating system. Air shall not be exhausted into 12. TIGHT-FITTING DOORS (FIREPLACE): WAVIAQ an attic or crawl space. See the energy section of this Section 402. Solid fuel burning appliances and checklist for additional requirements. fireplaces shall be provided with tight-fitting glass or metal doors. An outside source of combustion air 7. CLOTHES DRYERS: IRC Sections M1502, G2439.3 shall be ducted to the firebox with ducts at least 4" in & G2439.5. Clothes dryer exhaust ducts shall diameter. terminate outside the building and be equipped with a backdraft damper. Exhaust ducts shall be constructed 13. FIREPLACE HEARTH EXTENSION: IRC Section of minimum 0.016-inch-thick rigid metal ducts, having 1001.10. An approved noncombustible hearth must smooth interior surfaces with joints running in the extend at least 16" from the front of, and at least 8" direction of air flow. Ducts shall not be connected with beyond each side of the fireplace opening. Where sheet metal screws or other fasteners which could the fireplace opening is 6 square feet or larger, the obstruct the flow. Duct length shall not exceed a total hearth extension shall extend at least 20" in front of, combined vertical and horizontal length of 25'. The and at least 12" beyond each side of the fireplace maximum length of the duct shall be reduced 2.5 opening. feet for each 45 degree bend and 5 feet for each 90 degree bend. Approved flexible duct connectors 14. CLEARANCE TO COMBUSTIBLES: IRC Section of not more than 8' in length may be used within a 1003.18. When masonry chimneys are built within a dwelling, provided they are not concealed within structure, a 2" clearance to combustible material is construction. No screens shall be installed at the duct required. When a chimney is placed on the exterior termination. of the structure, a 1" clearance is allowed. IRC Section 1001.11. Combustible material shall not be 8. RANGE HOOD: IRC Section M1901, IMC 505 The placed within 6" of fireplace opening. No combustible vertical distance between the cooking top of a material placed within 12" of the fireplace opening domestic range and unprotected combustible material (such as mantles or decorative fireplace surrounds) shall not be less than 30". Reduced clearances may shall project more than 1/8" of each 1" clearance from be permitted in accordance with the listing and the opening. See IRC Chapter 10 for additional labeling of the range hoods or appliances. requirements. Commercial cooking equipment shall not be installed within dwelling units; cooking appliances shall be 15. COMBUSTION AIR: IRC Section M1701.1.1. In listed and labeled as household-type appliances for buildings of unusually tight construction, (all new domestic use. construction) fuel-burning (liquid or solid) appliances shall obtain combustion air from outside the sealed 9. WATER CLOSET CLEARANCES: IRC Figure 307.2. thermal envelope. Combustion air for gas appliances Water closets shall be located in a clear space not shall be in accordance with IRC Section G2407. less than 30" in width, and not closer than 15" from the center of the fixture to a wall or other side barrier 16. APPLIANCE LOCATIONS: IRC Section G2406.2 (tub). The clear space in front of the water closet (303.3). Fuel burning appliances shall not be shall be at least 21". installed in a sleeping room, bathroom, toilet room, or closet. Exception: direct vent appliances(see IRC 10. SHOWER AREAS: IRC Figure 307.2, R305. Section G2406.2 for additional exceptions). Showers shall be minimum 30"x 30" and have a minimum 24" clearance in front of the opening, and at least 6' 8" clearance above the shower floor. A non- CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 3 17. APPLIANCES LOCATED IN GARAGE: IRC Section 21. BACKFLOW PREVENTORS: UPC Section 603.4.7. M1307.3. Appliances located in a garage or carport Potable water outlets with hose attachments other (or any rooms that directly communicate with the than water heater drains and clothes washer garage) shall be protected from impact by connections shall be protected by a listed non- automobiles and, when such equipment generates a removable hose bibb type backflow preventor, or glow, spark or flame capable of igniting flammable atmospheric vacuum breaker. All cross connections vapors, (including electric or gas water heaters, between potable water sources and other systems, furnaces, pumps, etc.) it shall be installed with such as landscape irrigation systems, hydronic- sources of ignition at least 18"above the floor. radiant heating systems, swimming pools, etc. shall be equipped with backflow preventors in accordance 18. WATER HEATER: IRC Section M1307.2, P2801, with UPC Section 603. P2903.4 & UPC 508.2, 508.4. Water heaters shall be anchored or strapped to resist horizontal displace- 22. TRAP PRIMERS: UPC Section 1007. Floor drains ment due to earthquake motion. Strapping shall be at or similar traps connected to the drainage system and points within the upper one-third and lower one-third subject to infrequent use shall be provided with an of the appliance and shall be at least 4" away from approved automatic means of maintaining their water the controls. Water heaters installed in locations seals. where leakage of the tank or connections can cause damage, a watertight pan of corrosion-resistant 23. GARAGE/DWELLING DOOR: IRC Section R309.1. materials shall be installed beneath the water heater Openings from a private garage directly into a room with a minimum '/4' diameter drain to an approved used for sleeping purposes shall not be permitted. location. UPC Section 608.5. Temperature and Other openings between the garage and residence pressure relief valves shall be drained to outside. shall be equipped with solid wood doors not less that Drain may not be trapped and must terminate no 1-3/8 inches in thickness, solid or honeycomb core more than 2' nor less than 6" from the ground and steel doors not less than 1-3/8 inches thick, or 20- shall not be threaded. WSEC Section 504.2.1. All minute fire-rated doors. electric hot water heaters shall be placed on an R-10 pad when located in an unheated space or on a 24. GARAGE/DWELLING SEPARATION; IRC Section concrete floor. A thermal expansion (compression) R309.2 The garage shall be separated from the tank shall be installed on water heater tanks. residence and its attic area by not less than '/2' gypsum board applied to the garage side. Garages 19. L.P.G. (PROPANEI APPLIANCES: IFGC Section beneath habitable rooms shall be separated from all 303.2 prohibits appliances from being installed in a habitable rooms above by not less than 5/8" Type X hazardous location, which is any location considered gypsum board. Structural members supporting the to be a fire hazard for flammable vapors, dust, horizontal separation shall be protected by minimum combustible fibers or other highly combustible '/2" gypsum (this includes all bearing walls, posts, substances. Appliances that burn L.P.G. (heavier columns, etc.). than air) shall not be installed in a basement, cellar, pit, under-floor space, below grade or similar location 25. SEPARATION BETWEEN DWELLING UNITS: IRC where heavier-than-air gas might collect. L.P.G. Section R317.1. Walls and floors separating dwelling tanks shall be installed in accordance with NFPA 58 units in two-family dwellings shall not be less than 1- and Chapter 38 of the 2006 International Fire Code. hr fire-resistive construction. See R317.2 for L.P.G. standards shall be NFPA 54 and NFPA 58. townhouse separation. Typical LPG Tank Setbacks 26. FIRE-RESISTANCE OF EXTERIOR WALLS: IRC L.P.G.Tank Size Required Setback from Building Section R302.1 & 309.2. 1-hr fire-resistive (gal) and property lines construction is required within 5 feet of property lines _ < 125 zero,with conditions* _ (or assumed property lines between separate _ 125 to 500 10 feet buildings located on the same property). Openings 500 to 2000 25 feet are not permitted at less than 3' and are limited 'Minimum 5 feet to property lines; building openings; sources of between 3 and 5 feet. Unprotected, detached garages ignition;ventilation air intakes;openings into direct-vent appliances. shall be at least 3 feet away from other residential or 20. MANUFACTURER'S SPECS: IRC M1307.1. The accessory buildings. manufacturer's operating and installation instructions 27. FLOOR AREA: IRC Section R304.1 & R304.2. shall remain attached to the appliance until final Dwelling units shall have at least one room with not inspection. less than 120 square feet of floor area. Other habitable rooms except kitchens shall have an area of CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 4 not less than 70 square feet. Section R304.3 requires 33. HANDRAILS: IRC Section R311.5.6 & 311.5.1. All that habitable rooms other than a kitchen shall not be stairways with 4 or more risers shall have at least one less than 7' in any dimension. handrail. Such handrails shall be placed not less than 34" nor more than 38" above the nosing of the treads. 28. MINIMUM CEILING HEIGHTS: IRC Section R305.1 The handgrip portion of the handrail shall not be less Habitable spaces shall have a ceiling height of not than 1-1/4" or more than 2-1/4" (maximum 2" if less than 7 feet. Beams and girders spaced not less circular) in cross-sectional dimension, and shall be of than 4 feet on center may project not more than 6 a "grippable" shape. (see Page 19 for separate inches below the required ceiling height. Ceilings in handrails handout) There shall be a space of not less basements without habitable spaces may have a than 1-1/2" between the wall and the handrail, ceiling height of 6'-8" with beams projecting to within however, the handrail shall not project more than 4- 6'-4" of the finished floor. Bathrooms shall have 1/2" into the required stair width. minimum ceiling height of 6'-8" over the fixture and at the front clearance areas of fixtures. 34. STAlR`WAYS: IRC Section R311.5. Private dwelling stairways shall not be less than 36" in width and shall 29. ATTIC ACCESS: IRC Section R807.1. Attics which have a headroom clearance of not less than 6 feet 8 exceed 30 square feet and have a minimum vertical inches measured vertically from the sloped plane height of 30" must be provided with an access adjoining the tread nosings, or landing surfaces. (See opening of not less than 22" x 30" and located in a Item 39 for spiral stairways.) hallway, corridor, or readily accessible location. The attic access shall not penetrate the garage/dwelling 35. STAIR RISE & RUN: IRC Section R311.5.3. fire resistive barrier. Maximum riser height shall be 7-% inches and the minimum tread depth shall be 10 inches. The 30. DOORS & EXITS: IRC Section R311.4. In every greatest riser height may not exceed the smallest by dwelling and accessory building, at least 1 doorway more than 3/8 inch. The radius curvature at the shall be of a size as to permit the installation of a door leading edge of the tread shall be no greater than not less than 3' in width and not less than 6'-8" in 9/16 inch. A nosing not less than 3/ inch but not more height, that can be opened without the use of a key, than 1-'/4 inches shall be provided on stairways with tool or special knowledge. solid risers. The greatest nosing projection shall not 31. LANDINGS: IRC Section R311.4.3. There shall be a exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at floor or landing on each side of exterior doors with the level of floors and landings. Exception: A nosing is dimensions of at least 36 inches measured in the not required where the tread depth is a minimum of direction of travel, and at least the width of the door 11 inches. Open risers are permitted, provided that served. The floor or landing shall be not more than the opening between treads does not permit the 1.5" lower than the threshold of the doorway, except passage of a 4-inch diameter sphere. doors other than the main exit may have the landing up to 7 3/4" below the level of the threshold provided 36. STAIRWAY ILLUMINATION R303.6. All interior and the door does not swing over the landing (except that exterior stairways shall be provided with a means to screen and storm doors may); OR, if not the main exit illuminate the stairs, including the landings and and there are two or fewer risers, a landing is not treads. Interior stairways shall be provided with a light required. In addition, an interior door may open at the located in the immediate vicinity of each landing of provided the door does not topof a flight of stairs gthe stairway that provides at least 1 foot candle of swing over the top step. Exterior landings may have illumination measured at the center of treads and 0 a slope not to exceed 2%(1" in 48"). landings. A wall switch shall be provided at each 9 floor level where the stairway has six or more 32. GUARDS: IRC Section R312. Porches, balconies or risers. Exterior stairways shall be provided with an raised floor surfaces located more than 30" above the artificial light source located in the immediate vicinity floor or grade below shall have guards not less than of the top landing of the stairway. Exterior stairways 36" in height, including areas enclosed with insect providing access to a basement from the outside screening, except where guards are required at the grade level shall be provided with an artificial light open side of stairs, the height may be reduced to 34" source located in the immediate vicinity of the bottom above the stair nosings. Guardrails shall be designed landing of the stairway. The illumination of exterior such that a sphere 4" in diameter cannot pass stairways shall be controlled from inside the through, except the triangular opening between a dwelling unit. riser, tread and the bottom rail of the guard may be of such size that a sphere 6" cannot pass through. Cm OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 5 37. USABLE SPACE UNDER STAIRS; IRC Section 45. SLAB ON GRADE FLOOR;, IRC R403.1.3.2. R311.2.2. The walls and soffits of enclosed usable Foundations must extend at least 6" above finish ' space under stairs shall be protected on the enclosed grade. Monolithic foundations shall have footings at side by not less than 1 layer of gypsum board. least 12 inches wide, be at least 12 inches below grade, extend at least 6 inches above finish grade, 38. WINDING STAIRWAYS; IRC Section R311.5.3.2 and shall have at least 2 #4 bars at the bottom of the Winding stairways shall have no width of run less footing and 1 #4 bar located within 7 inches of the top than 6" and a required width of run (10") provided at a of the slab. See Page 15, Foundation Requirements, point 12"from the narrow side. for additional information. IRC R309.3: Garage or carport floor surfaces shall be sloped to a drain or 39. SPIRAL STAIRWAYS: IRC Section R311.5.8.1. toward the main vehicle entry doorway. Spiral stairs must provide a clear walking area measuring at least 26" from the outer edge of the 46. FOUNDATION ANCHORAGE: IRC Section R403.1.6 supporting column to the inner edge of the handrail. & 602.11.1. Anchor bolts shall be not less than 1/2" The tread run must be at least 7 1/2" at the point 12" diameter, embedded at least 7", and spaced no more from where the tread is the narrowest. The rise must than 6' apart. (4' if over 2 stories). There shall be a be sufficient to provide 6'-6" headroom, and each minimum of 2 bolts per piece (sill plate), with a bolt riser shall not exceed 9 'A inches. located within 12" of each end of each piece. 3" x 3" x 0.229" thick hot dipped galvanized plate washers, and STRUCTURAL 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 40. MIN. CONCRETE FOOTING SIZE; IRC Section over 2 stories). 403.1.3. • Supporting 1 floor: minimum 6" by 12". 47. DAMP-PROOF FOUNDATION WALLS; IRC • Supporting 2 floors: minimum 6"x 15". Section R406 Exterior foundation walls that retain • Supporting 3 floors: minimum 8"x 23". earth and enclose habitable or usable spaces located As a minimum standard, see the attached handout: below grade shall be dampproofed in accordance with Prescriptive Foundation Requirements, Page 15. IRC R406.1 or waterproofed in accordance with IRC 406.2, from the top of the footing to the finished grade 41. MIN, CONCRETE FOOTING REINFORCEMENT: by approved methods and materials. IRC Section 403.1.3. At least 2 #4 bars are required 48. PIER PADS & COLUMNS: IRC Section R407.3. for all continuous concrete footings. As a minimum standard, see the attached handout: Prescriptive Concrete pier footings shall have a depth to width Foundation Requirements, IRC Section 403. ratio not to exceed 2:1, or, shall have#4 bars located each direction spaced not more than 12" on center. 42. MIN. CONCRETE FOU DATION WALL SIZE: IRC (Rebar must be in place upon inspection.) Positive Section 404.1, Tables R404.1.1(5). Walls that exceed connections shall be provided to prevent lateral 9 feet in height or have more than 4 feet of displacement at both the top and bottom of columns. unbalanced fill and no permanent lateral support at 49. FOOTING/PIER SETBACK FROM SLOPE; IRC the top of the wall, must be designed, signed and sealed by a Licensed Washington State Design Section R403.1.7 The placement of buildings and Professional. structures on or adjacent to slopes steeper than 1 unit vertical in 3 units horizontal (33.3%) slope shall 43. MIN CONCRETE FOUNDATION REINFORCEMENT: conform to Sections R403.1.7.1 through R403.1.7.4. IRC Section R404. As a minimum standard, see (See also IRC Figure R403.1.7.1) Footings must be Page 15 for the attached handout: Prescriptive embedded in material sufficient to provide vertical and Foundation Requirements, IRC Section 403. lateral support for the footing without detrimental settlement. 44. MINIMUM FOOTING DEPTH: IRC Section R403.1.4. All exterior footings shall be placed at least 12 " below 50. CHIMNEY FOUNDATION: IRC Section R1001.2 and the undisturbed ground. Interior footings supporting R1003 Masonry chimneys shall be supported on bearing or bracing walls and cast monolithically with a foundations of solid masonry or concrete at least 12 slab on grade shall extend to a depth of not less than inches thick and at least 6 inches beyond each side of 12" below the top of slab. the exterior dimensions of the chimney and must also be at least 12" below grade. Reinforcement shall conform to the requirements set forth in Table R1003.2 and IRC Figure R1001.1. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 6 of transferring all loads from their point of origin 51. FOUNDATION VENTILATION: IRC Section R408.2. through the load resisting elements to the foundation. Minimum net area of ventilation openings shall not be less than 1 square foot for each 150 square feet of 56. SPECIFY WOOD SPECIES & GRADES: IRC under-floor space area. One such ventilating opening Sections R502.1, R602.1 Load-bearing dimension shall be within 3 feet of each corner of the building. lumber for joists, beams, girders, studs, plates and Ventilation openings shall be covered for their height headers shall be identified by a grade mark of a and width with materials identified in IRC R408.2 such lumber grading or inspection agency that has been that the openings are not larger than V4 inch. approved by an accreditation body that complies with DOC PS 20. In lieu of a grade mark, for wood locally 52. PROTECTION AGAINST DECAY: IRC Section milled, a certificate of inspection issued by a lumber R319.1. All wood in contact with the ground and that grading or inspection agency meeting the supports permanent structures intended for human requirements of this section may be accepted. occupancy shall be approved pressure preservative treated wood suitable for ground contact use. All 57. FLOOR FRAMING: IRC Sections R502.3, R502.6, wood framing members that rest directly on concrete R502.6.1, R502.7, R502.2.1 The ends of each joist, or masonry foundation walls shall be treated wood or beam or girder shall have not less than 1-1/2" of decay-resistant heartwood of redwood, black locust, bearing on wood or metal or not less than 3" on or cedars. (Note: All fasteners used in pressure masonry or concrete. Joists framing from opposite treated lumber[sills,joists to sill, rim joist to sill, etc.] shall sides over a bearing support shall lap a minimum of 3 be hot dipped galvanized, stainless steel, silicon inches and shall be nailed together with a minimum bronze or copper.) three 10d face nails. Joists shall be supported laterally at each end and at each intermediate support 53. POSTS, POLES AND COLUMNS: IRC Section by full-depth solid blocking not less than 2" nominal R319. Columns and posts supporting permanent thickness; or by attachment to a header, band, or rim structures that are embedded in concrete or in direct joist; or shall be otherwise provided with lateral contact with the ground or embedded in concrete support to prevent rotation. See IRC Tables exposed to the weather shall be approved pressure R502.3.1(1) & (2) for floor joist spans, R502.5(1) & (2) treated wood suitable for ground contact use. Posts for girder spans, and R502.3.3 (1) & (2) for cantilever or columns which are exposed to weather, or are spans. A load path for lateral forces shall be located in basements or cellars, shall be supported by provided between floor framing and braced wall piers or metal pedestals projecting 1 inch above the panels located above or below a floor. floor (and 6" above exposed earth) and shall be separated by an approved impervious moisture 58. BEARING PARTITIONS: IRC Section 502.4. Joists barrier, or must be of pressure treated wood, or wood under parallel bearing partitions shall be of adequate of natural resistance to decay. Posts or columns in size (as a beam) to support the load. Double joists, enclosed crawl spaces located within the periphery of sized to adequately support the load, that are the building, supported by concrete piers or metal separated to permit the installation of piping or vents pedestals shall be greater than 8 inches from shall be full-depth, solid-blocked with lumber not less exposed ground and must be separated by a than 2 inches in nominal thickness spaced not more moisture barrier or be of pressure treated wood. than 4 feet on center. Bearing partitions perpendicular to joists shall not be offset from supporting girders, 54. GIRDERS ENTERING MASONRY OR CONCRETE walls or partitions more than the joist depth unless WALL: IRC Section R319.1 (4) Ends of wood girders such joists are of sufficient size to carry the additional entering concrete or masonry walls must have a load(s). minimum clearance of 1/2 inch on tops, sides and ends, or shall be of an approved species and grade of 59. UNDER-FLOOR CLEARANCE: IRC Section 319.1. lumber pressure treated or decay resistant heartwood When floor joists or the bottom of a wood structural of redwood, black locust, black walnut or cedars. floor are located within 18" or wood girders are located within 12" to the exposed ground in crawl 55. POST-BEAM CONNECTIONS/FASTENING: IRC spaces or unexcavated area located within the R301, R407.3, R502.9. Where posts and beam or periphery of the building foundation, all components girder construction is used to support framing, of the floor assembly shall be pressure treated wood positive connections shall be provided to ensure or wood of natural resistance to decay, including all against uplift and lateral displacement. The posts, beams or girders, joists and sub-floor. The construction of buildings and structures shall result in under-floor grade shall be cleaned of all vegetation a system that provides a complete load path capable and organic material. All wood forms used for placing CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 7 mow— too.— concrete and construction materials shall be removed Category D2 shall be constructed in accordance with before the building is occupied IRC Table R602.10.1 and Sections R602.10 and R602.11. Typically braced wall panels require nailing 60. UNDER-FLOOR ACCESS: IRC Section 408.4. patterns of 6" o.c. along all panel edges. All Access shall be provided to all under-floor spaces. sheathing joints must be over studs (vertically) or Access openings through the floor shall be a solid blocking (horizontally). minimum of 18" x 24". Openings through a perimeter • Braced wall panels shall begin no more than 8' 0" wall shall be at least 16" x 24". When any portion of from each end of a braced wall line. If the braced the through wall access is below grade, an areaway wall panel is not located at the corner, then a 24" of not less than 16" x 24" shall be provided. The panel is required at the corner(in addition to the 4' bottom of the areaway shall be below the threshold of BWP within 8') Or, a hold down device is required the access opening. Through wall access openings at the end of the braced wall panel end nearest shall not be located under a door to the residence. the corner. See M1305.1.4 for mechanical equipment access. • Spacing of interior braced wall lines shall not exceed 25 feet apart (except to accommodate up 61. WALL FRANIIING: IRC Sections 602.3.1, 602.3.2, to one room up to 900 square feet, an increase to 602.3.3, 602.3.4, 602.6 & 602.9. Utility grade studs 35' is allowed —adjustment factors will apply, See shall not be spaced more than 16" on center, support IRC R602.10.11). more than a roof and ceiling, or exceed 8' in height for • Braced wall lines may have offsets, out of plane of exterior and load bearing walls. The size, height, and up to 4'0". spacing of all other wood-framing studs shall be in • In one-story buildings, interior braced wall lines accordance with Table R602.3.(5). (Maximum 10 feet shall be supported on continuous foundations at in Seismic Design Category D2.) Studs shall be intervals not exceeding 50 feet. In two- story placed with their wide dimension perpendicular to the buildings all interior braced wall panels shall be wall. Wood stud walls shall be capped with a double supported on continuous foundations. (See top plate installed to provide overlapping at corners exceptions in IRC Section R602.10.9.) and intersections with bearing partitions. End joints • Interior braced wall panels shall be fastened to shall be offset at least 24". Studs shall have full both the floor and roof framing in accordance with bearing on a nominal 2" or larger plate or sill having a Table R602.3(1) (typically 3-16d @ 16" o.c.) width at least equal to the width of the studs. Where • Cripple walls shall have at least 75% of the wall joists, trusses, or rafters are spaced more than 16" length sheathed in accordance with I RC o.c. and the bearing studs are spaced 24" o.c. such R602.10.1. If the building exceeds 50 feet in members shall bear within 5"of the studs beneath. length and interior braced wall panels are not Cutting and notching: May not exceed 25% of the supported on continuous concrete foundations, stud width in bearing or exterior walls and may not the cripple walls shall be fully sheathed with a exceed 40% of a single stud width in non-bearing nailing pattern of 4"o.c. along all panel edges. partitions. • Where "stepped foundations" occur, See IRC Bored or drilled holes: Theodiameter of the resulting Section R602.11.3 for additional requirements hole may not exceed 40% of the stud width, can be such as plate strapping, cripple wall height no closer than 5/8" to the edge of the stud, and may limitations, etc. not be located in the same section as a cut or notch. • See the attached "Braced Wall Pane!' and See IRC Section R602.6 for exceptions See IRC Figures R602.6(1), R602.6.2(2), and R602.6 for "Alternate Braced Wall Pane!' details for typical additional details. construction requirements. Foundation Cripple walls, IRC Section R602.9: 63. OPENINGS IN EXTERIOR & INTERIOR WALLS Foundation cripple walls shall be framed of studs not (HEADgRS): IRC Section R602.7. Headers shall be less in size than the studding above. When provided over each opening in interior and exterior exceeding 4'-0" in height, such walls shall be framed bearing walls. Headers shall be sized to support the of studs having the size required for an additional load above in accordance with IRC Tables R502.5(1) story. Cripple walls with a stud height less than 14" and R502.5(2), or as designed to support the loads as shall be sheathed on at least one side with a wood specified in IRC Table R301.5. Alternately, wood structural panel that is fastened to both the top and structural box headers may be used in accordance bottom1 lates in accordance with Table R602.3 P ( ) or with IRC Section R602.7.1, Table .7. ab a R602 2 and the cripple walls shall be constructed of solid Figure R602.7.2. Each end of all headers shall have blocking. Cripple walls in Seismic Design Category g at least 1.5" of full-width bearing. D2 shall be supported on continuous foundations. 62. WALL BRACING: IRC Section 602.10. All braced walls and cripple wall bracing in Seismic Design CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 8 64. FIRE-BLOCKS & DRAFT-STOPS: IRC Sections 67. ANCHORED STONE AND MASONRY VENEER: R602.8, R502.12. Firebocking & Draftstopping shall IRC Section R301.2.2.4.2. be installed to cut off all concealed vertical and **** ENGINEERING REQUIRED **** horizontal draft openings and shall form an effective Buildings with anchored stone and masonry veneer fire barrier between stories and between a top story shall be designed in accordance with accepted and the roof space. Fireblocking shall be provided in engineering practice except where the masonry concealed spaces of wood stud walls and partitions: veneer has a maximum actual thickness of 3 inches vertically at the ceiling and floor levels; horizontally at as permitted within the limitations of IRC Section intervals not exceeding 10 feet; and at all R703.7, Exception 4. interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop 68. SIDINGIEARTH SEPARATION: IRC Section R319.1 ceilings and cove ceilings, as well as stair stringers at #5. Wood siding, sheathing and wall framing on the the top and bottom of the run and openings around exterior of the building used within 6" of earth shall be vents, pipes and ducts at ceiling and floor levels. pressure treated wood or wood of natural resistance Fireblocking materials shall consist of materials listed to decay as identified in item#56 of this checklist. in IRC Section R602.8.1. Loose-fill insulation material shall not be used as a fireblock unless specifically 69. DECKS & EXTERIOR STAIRS: IRC Section R319. tested in the form and manner intended. Fireblocking Pressure treated wood shall be used for those of chimneys and fireplaces shall be in accordance portions of exposed wood members and members with IRC Section R1001.16. When there is usable subject to wind driven rain, such as within a covered space both above and below a concealed space of a porch, that form the structural supports of buildings, floor/ceiling assembly, draftstops shall be installed so balconies, porches or similar appurtenances, that the area of the concealed space does not exceed including all joists, beams, girders, decking and posts, 1000 square feet. Draftstopping materials shall poles and columns. Treatment must be applied by consist of materials listed in Section R502.12.1. All manufacturer, see item #56 of this checklist. Ledger fireblocking and draftstopping shall be in place prior to boards fastened to a wall shall be properly flashed requesting a framing inspection. and positively connected. 65. SIDING TYPE IRC Section R703.3, R703.4, R703.5, 70. WOOD TRUSSES: IRC Section R502.11. Wood R703.8, R703.9, and R703.10. Exterior wall trusses shall be designed in accordance with coverings shall be installed, attached and flashed in approved engineering practice. Engineering data and accordance with the provisions of IRC Section R703 installation specifications, including the type of roofing and the siding manufacturer's installation instructions. to be used, shall be available on site at framing Please note that masonry wall coverings inspection. Roof trusses shall be supported laterally exceeding 3" in thickness require an engineered at points of bearing by solid blocking to prevent design in Seismic Design Category D2 (all of Kitsap rotation and lateral displacement, and braced in County). See#67. accordance with the individual truss design drawings. Truss members shall not be cut, notched, drilled, 66. WEATHER RESISTIVE BARRIER: IRC Sections spliced or otherwise altered in any way without the R703.2,R703.4 R703.8, R703.9.1 The exterior wall specific approval of a registered design professional envelope shall be designed and constructed to (structural calculations required). Alterations resulting provide a water-resistant barrier behind the exterior in the addition of load (e.g., HVAC equipment, water veneer. Asphalt-saturated felt or other approved heaters, etc.) that exceed the design load shall not be weather resistant material such as housewrap, shall permitted without specific engineering justifying the be applied over the sheathing of all exterior walls design. except where panel siding with shiplap joints or other approved weather resistive methods are used. Such 71. RAFTERS: IRC Section R802.3, R802.8 Rafters shall felt or housewrap material shall be applied be framed to ridge board or to each other with a horizontally, with the upper layer lapped over the gusset plate as a tie. The ridge board shall be at least lower layer not less than 2". Approved corrosion- 1" nominal thickness, and all valley or hip rafters shall resistive flashing shall be provided in all exterior walls be at least 2" nominal thickness. Rafter ties shall be in such a manner as to prevent entry of water into the placed not more than 4' on center. See IRC Tables wall or the building structural framing components. 802.5.1(1) through 802.5.1(8) for allowable spans. The flashing shall extend to the surface of the exterior When the depth—to-thickness ratio exceeds 5 to 1 the wall finish and shall be installed to prevent water from roof rafters and ceiling joists shall be provided lateral reentering the exterior wall envelope. See Section support at points of bearing to prevent rotation. R703.8 for specific locations. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 9 72. RAFTR OPENINGS: IRC Section R802.9. When 76. ATTIC VENTILATION. IRC Section R806. Enclosed the header joist span does not exceed 4', the header attics and rafter spaces shall have cross ventilation. joist may be a single member the same size as the For each separate space, the total net free ventilating ceiling joist or rafter. Single trimmer joists may be area shall not be less than 1 to 150 of the area of the used to carry a single header joist that is located space ventilated, the total area is permitted to be within 3' of the trimmer joist bearing. Trimmer and reduced to 1 to 300, provided at least 50% and not header rafters shall be doubled and of sufficient size more than 80% of the required ventilating area is to support all loads when the span of the header located in the upper portion of the space to be exceeds 4'. Approved hangers shall be used when ventilated at least 3' above eave or cornice vents with the span exceeds 6'. Tail joists over 12' long shall be the balance of the required ventilation provided by supported at the header by framing anchors or on eave or cornice vents. Vent openings shall be ledger strips not less than 2"x 2". provided with corrosion resistant wire mesh with 1/8" minimum to 1/4" maximum openings. A minimum of a 73. CEILING JOISTS: IRC Sections R802.4, R802.8, 1-inch airspace must be maintained between the and R802.8.1 Ceiling joist spans shall be in insulation and the roof sheathing at the locations of accordance with IRC Tables R802.4(1) and R802.4(2) the vents. or specifically designed for applied loads. Rafters and ceiling joists having a depth—to-thickness ratio 77. CHIMNEY HEIGHT: IRC R1003.9, R1003.20. exceeding 5 to 1 shall be provided with lateral support Chimneys shall extend at least 2' higher than any at points of bearing to prevent rotation. Rafters and portion of a building within 10', but shall not be less ceiling joists having a depth-to-thickness ratio than 3' above the highest point where the chimney exceeding 6 to 1 shall be supported laterally by solid passes through the roof. Chimneys shall be provided blocking, diagonal bridging (wood or metal) or with crickets when the dimension parallel to the continuous 1" x 3" wood strip nailed across the rafter ridgeline is greater than 30" and does not intersect ceiling joists at intervals not exceeding 8'. the ridgeline. The cricket and chimney shall be built& flashed according to Figure R1003.20 and Table 74. ROOF SHEATHING: IRC Section R803. Allowable R1003.20. spans for lumber used as roof sheathing shall /� conform to Table R803.1 Spaced lumber sheathing GENERAL ("skip sheathing") is prohibited in Seismic Design Category 02. Wood structural panels shall be identified by grade mark or certificate of inspection 78. PREMISES IDENTIFICATION; IRC Section R321.1. issued by an approved agency and shall comply with Addresses shall be provided in such a position as to the grades and spans specified in Table be plainly visible and legible from the street or road R503.2.1.1(1). fronting the property. Numerals shall be cons- picuously displayed on a contrasting background. If 75. ROOF DRAINAGE & COVERING IRC Section the building is not clearly visible from a named way of R801.3, R903, R904, R905. All structures shall have travel, the numerical designation (address) shall also a controlled method of water collection and disposal be displayed near the main entrance to the property from roofs(typically gutters). Water shall discharge to as well as at the driveway entrance that leads to the an approved drainage system or to splash blocks building. Property addresses shall be posted prior to where a drainage system is not required. Roofs that requesting any inspections. do not drain over edges shall have roof drains installed at the low point of the roof as well as 79. APPROVED PLANS: IRC Sections R105.7, overflow drains. See IRC R903.4. Roof slope shall R106.3.1 R106.4. When the building official issues a be indicated on the plans and selected roof covering permit, the construction documents shall be approved must be appropriate for the roof pitch. Roof coverings in writing or by stamp. Work shall be done in must be installed in accordance with the accordance with the approved construction manufacturer's installation instructions. Flashing shall documents, any changes made during construction be installed at wall & roof intersections, at changes in shall be resubmitted for approval. The building permit, roof slope or direction, and around roof openings. inspection card, and (1) set of approved construction Where flashing is metal, the metal shall be corrosion- documents must remain on the job site at all times resistant with a minimum thickness of 0.019 inch (No. until the completion of the project. 26 galvanized sheet). Roof dead loads are limited to a maximum of 15 pounds per square foot unless the 80. HEATING: IRC R303.8. Every dwelling unit shall be additional bracing provisions of R301.2.2.2.1 are provided with heating facilities capable of maintaining provided. a room temperature of 68° F at a point 3' above the floor and 2' from exterior walls in all habitable rooms. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 10 and the upper surface of the floor or roof next above. 81. SKYLIGHTS: IRC 308.6. The following types of The first "Story Above Grade" is the first story having glazing may be used: 1) Laminated glass with a its finished floor surface entirely above grade, except minimum .015" polyvinyl butyl interlayer for glass that a basement shall be considered as a story above panes 16 sq. ft. or less in area located such that the grade where the finished surface of the floor above highest point of the glass is not more than 12' above the basement is: 1) More than 6' above grade plane; a walking surface or other accessible area; for higher 2) More than 6' above the finished ground level for or larger sizes, the minimum interlayer thickness shall more than 50% of the total building perimeter; or, 3) be .030". 2) Fully tempered glass. 3) Heat- More than 12' above the finished ground at any level. strengthened glass. 4) Wired glass. 5) Approved rigid The number of stories is the sum of the first story plastics. Skylights shall comply with Washington above grade plane plus all of the stories above. In State Energy Code requirements and be provided accordance with the scope of the 2006 International with flashing appropriate for the skylight and the roof Residential Code, (IRC) any building that exceeds 3 covering material. stories, must be built in accordance with the 2006 International Building Code(IBC). 82. GYPSUM WALLBOARD: IRC R702.3.8 & R702.4.2, R702.3.8.1. When gypsum is used as a base for tile 85. HEIGHT OF BUILDING / GRADE PLANE: IRC or wall panels for tub/shower enclosures, water- Section 202. The building height is the vertical resistant gypsum shall be used. Water resistant distance from grade plane to the average height of gypsum wallboard may not be used over a vapor the highest roof surface. The grade plane is a retarder, or on ceilings where frame spacing exceeds reference plane representing the average of the 12" on center. Cement, fiber-cement, and glass mat finished ground level adjoining the building at all gypsum backers in compliance with ASTM C 1288, exterior walls. Where the finished ground level slopes C 1325 or C 1178 and installed in accordance with away from the exterior walls, (which is required) then manufacturers recommendations shall be used as the reference plane shall be established by the lowest backers for wall tile in tub & shower areas and wall points within the area between the building and the lot panels in shower areas. line, or, where the lot line is more than 6' from the building, the grade plane shall be established by the 83. GYPSUM WALLBOARD FASTENING: IRC R702.3.6 lowest points between the building and points 6' from &Table R702.3.5, IBC 2306.5.1..Screws for attaching the building. See BMC Title 20 for height restrictions gypsum board to wood framing shall be type W or for certain areas or zones. Type S in accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8". 86. RETAINING WALLS; IBC 1806.1, IRC R105.2. • 3/8" minimum from edge and ends for Retaining walls shall be designed to ensure stability nails or screws. against overturning, sliding, excessive foundation • Fastening (nails): 7"o.c. max. ceiling, pressure and water uplift. Retaining walls shall be 8"walls. designed for a safety factor of 1.5 against lateral • Fastening (screws): 12" o.c. ceiling, 16" sliding and overturning. Retaining walls that do not o.c. walls when wall framing is 16"o.c., 12" exceed 4' in height, measured from the bottom of the when wall framing is 24" o.c. footing to the top of the wall, that do not support a Footnote e, Table R702.3.5: Type X gypsum surcharge (load above) are exempt from permit wallboard for garage ceilings beneath habitable requirements, however, must still be constructed rooms shall be installed perpendicular to the ceiling properly and must conform with the City of Bremerton framing and shall be fastened at 6" o.c. by minimum Zoning Code Setback requirements. A separate 1-7/8"6d coated nails or equivalent drywall screws. permit is required for construction of a retaining wall. 84. NUMBER OF BUILDING STORIES: IRC Sections R101.2, R202. A building story is that portion of a building included between the upper surface of a floor CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 11 ENERGY CODE 100. FOUNDATION INSULATION: WSEC Sections on first page of the 2006 WSEC & VIAQ 502.1.4.8 and 602.4. Slab-on-grade insulation, Prescriptive Compliance Form). A take-off noting (typically R-10) installed inside the foundation wall, rafter area will be required for utilizing the option shall extend downward from the top of the slab for a in Footnote 3. minimum distance of 24" or downward and then horizontally beneath the slab for a minimum 105. HATCHES AND DOORS: WSEC Section 502.1.4.4. combined distance of 24". Insulation installed outside Access doors from conditioned to unconditioned the foundation shall extend downward to a minimum spaces (such as attic and crawl space access doors) of 24" or to the frostline. Above grade insulation shall shall be weather-stripped and insulated to a level be protected. For monolithic slabs, the insulation equivalent to the insulation on the surrounding shall extend downward from the top of the slab to the surfaces. bottom of the footing. 106. DUCT INSULATION: WSEC Sections 503.9, 503.10 101. UNDER-FLO9R INSULATION: WSEC Sections & Table 5-11. All heating ducts within unconditioned 502.1.4.7 and 602.5. Floors over unconditioned spaces shall be insulated to a minimum of R-8. Ducts spaces, such as vented crawl spaces, unconditioned installed under slabs shall be insulated to a minimum basements and garages shall be insulated to not less of R-5. than the nominal R-value shown for floors over unconditioned spaces on the energy code application 107. PIPE INSI4I,ATION, WSEC Section 503.11 & Table for the compliance option chosen (typically R-30). 5-12. Water pipes outside of the conditioned space Insulation supports shall hold insulation in substantial shall be insulated to a minimum of R-3. contact with the subfloor and shall be installed such that spacing does not exceed 24 inches on center. 108. VAPOR RETARDER: WSEC Section 502.1.6. Vapor retarders shall be installed on the warm side (in 102. WALL INSULATION; WSEC Sections 502.1.4.6 and winter) of insulation. Vapor retarders are not required 602.2. Above grade exterior walls shall be insulated in roof/ceiling assemblies where the ventilation space to not less than the nominal R-value as specified on above the insulation averages 12"or greater. the energy code application for the compliance option chosen. (Typically R-21) Faced batts shall be face- 109. VAPOR BARRIER IN CRAWL-SPACE; WSEC stapled (not inset-stapled), to avoid compression. Section 502.1.6.7. A ground cover of 6 mil black Below grade walls shall be insulated either on the polyethylene shall be laid over the ground within crawl exterior to a minimum level of R-10, or on the interior spaces. The ground cover shall be overlapped 12" to the same level as walls above grade. minimum at the joints and shall extend to the foundation wall. 103. ATTIC INSULATION: WSEC Section 502.1.4.5 and 602.1. Ceilings below vented attics shall be insulated 110. WINDOWS: WSEC Section 502.1.5 & Table 6-1. The to not less than the nominal R-value shown for total glazing area shall have an area weighted ceilings on the energy code application for the average U-factor not to exceed that specified in Table compliance option chosen (typically R-38). Where 6-1. (typically .32). The window brand, model and U- eave vents are installed rigid baffles shall be installed value must be shown on the energy code application. to deflect the incoming air above surface of the Any change in windows must be approved by the insulation. Building Division before installation. NFRC compliance stickers shall remain on the windows until 104. VAULTED CEILING INSULATION: WSEC Sections the framing inspection has been approved by the 502.1.6.3 and 602.1. Vaulted or single rafter Building Department. ceilings where both the distance between the top of the ceiling and the underside of the roof 111. EXTERIOR DOORS: WSEC Section 502.1.5.2, sheating is less than 12 inches and there is a 602.6. Glazed doors are considered to be minimum 1-inch vented airspace above the windows. Exterior (opaque) doors shall have an insulation shall be insulated to not less than the area weighted average U-factor not to exceed that nominal R-value shown for vaulted ceilings **limited specified in Table 6-1 (.20). An insulated fiberglass to 500 square feet of ceiling area for any one or thermally broken steel door will usually meet dwelling unit.. (2x10 rafters require High-Density 2 the U-factor requirement. R-30 to meet prescriptive Energy Code.) SEE Footnote 3 Table 6-1 of the 2006 WSEC (attached CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 12 equipped with a whole house ventilation system, which shall be capable of providing the volume of 112. EXHAUST FANS: WSVIAQ Table 3-1: outdoor air specified in Table 3-2. Fans located 4 feet Table 3-1 Minimum Source Specific Ventilation or less from the interior grill shall have a sone rating Capacity Requirements of 1.5 or less measured at 0.10"water gauge. Laundry rooms Kitchens or Bathrooms 114. WHOLE HOUSE VENTILATION SYSTEM Intermittently 50 cfm 100 cfm CONTROLS: WSVIAQ 302.3.2 All ventilation system Operating controls shall be readily accessible. Intermittently Continuous20 cfm 25 cfm operated systems shall have a manual control, as Operation well as an automatic control, such as a clock timer. AllThe automatic control timer shall be set to operate the fans shall provide the required flow when tested at whole house fan system for at least 8 hours a day. A 0.25 water gauge. Fans larger than the above label shall be affixed to the control that reads "Whole prescriptive sizes may be necessary to attain the House Ventilation (See Operating Instructions)." The required flow. installer shall provide the whole house ventilation 113. WHOLE HOUSE FAN: WSVIAQ Section 302.3, system manufacturer's operation description and 302.3.2, and 302.4. Each dwelling unit shall be operating instructions. TABLE 3-2 Minimum and Maximum Ventilation Rates: Cubic Feet per Minute(CFM) Floor Number of Bedrooms Area,ft2 2 or less 3 4 5 6 7 8 Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501-100055 83 70 105 85 128 100 150 115 173 130 195 145 218 1001-15007 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501-2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001-5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001-8000 125 188 140 210 155 133 170 255 185 278 200 300 215 323 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 • For residences that exceed 8 bedrooms,increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom.The maximum CFM is equal to 1.5 times the minimum 115. VENTILATION DUCTS: WSVIAQ Section 302.2.3, Table 3-3: Prescriptive Exhaust Duct Sizing 303.3.4 and 303.4.1.4. All ventilation exhaust ducts CFM @ Minimum Maximum Minimum Maximum Maximum shall be sized in accordance with Table 3-3 and shall 0.25" Flex Length Smooth Length Elbows terminate outside the building. Fan ducts shall be W.G Diameter (feet) Diameter Feet equipped with back draft dampers and shall be 50 4 inch 25 4 inch 70 3 insulated to a minimum of R-4 where passing 50 5 inch 90 5 inch 100 3 through an unconditioned space. 50 6 inch No Limit 6 inch No Limit 3 80 4 inch2 N.A. 4 inch 20 3 80 5 inch 15 5 inch 100 3 80 6 inch 90 6 inch No Limit 3 100 5 inch2 N.A. 5 inch 50 3 100 6 inch 15 6 inch No Limit 3 125 6 inch 15 6 inch No Limit 3 125 7 inch 70 7 inch No Limit 3 1.For each additional elbow subtract 10 feet from maximum length 2.Flex ducts of this diameter are not permitted with fans of this size. CIN OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 13 doom,— mem- 116. WINDOW OR WALL PORTS; WSVIAQ Section Table 3-6: Prescriptive Supply Fan Duct Sizing 303.4.1.5 and 302.6.2. Individual room outdoor air Supply Fan Tested at 0.40"W.G. inlets shall have a controllable and secure opening Specified Volume from Minimum Minimum and be capable of a total opening area of not less Table 3-2 Smooth Duct Flexible Duct than 4 square inches. Outdoor air inlets shall be Diameter Diameter 9located so as not to take air from within 10 feet of a 50— 5 CFM 5 inch 6 inch 90-150 CFM 5 inch 6 inch plumbing vent opening, or an appliance vent outlet, 150—250 CFM 6 inch 7 inch or where it will pick up objectionable odors, fumes or 250—400 CFM 7 inch 8 inch flammable vapors. Outdoor air inlets are not required if the home is provided with a ducted forced air heating system that communicates with all habitable rooms. 117. DISTRIBUTION: WSVIAQ Section 303.4.1.5. Where outdoor air supplies (window or wall 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 %z" above the surface of the finished floor covering. 118. MAKE-UP THROUGH FURNACE: WSVIAQ Section 302.6.3, 303.4.2.1 and Table 3-5. If the ventilation system is combined with the forced air furnace, the outdoor air 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. 119. 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 listed. • WSEC:www.energv.wsu.edu/code CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 14 • Prescriptive Foundation Details For Typical Light Frame Constructed Buildings Assumptions for this Detail: +Conventional Light-Frame Minimum 1/2"diameter anchor bolts, construction spaced 6'-0"on center and embedded at least 7 inches, (4'-0"on center if , +Wood or other light siding + 1500 psf soil bearing cap. over 2 stories)with 3"x3"x1/4" galvanized plate washers and within 12"of each end +Group I,11,or Ill soils(IRC R405.1) of each sill board. -__ +Backfill no closer than 6" to top of wall 6 T' _ +Walls must be laterally restrained —+ - CZ at the top and bottom of wall + + + +�+ c #4 Horizontal bars spaced 18"on center. + + + + + + _ Vertical bars ca Top bar must be within 7"of the top of + +++++ -_= - at least 2" -a the wall to engage the anchor bolts. E +++`+ +}_ rom the inside Vertical bars spaced per the schedule +++++++ _--=—_ face of wall below, or in accordance with IRC ° ++++++++ =% but not more Tables R401.1.1(5), as .n ++++++++ _L-�s=p-=. a, + __-__ than 3" man adopted b. the state of Washington. � +1 - = 8"thick wall. Bars must ne nOOKea at ine + + + + _-,F.-.:,•_-_-,,•,_:--.,-= s o H connection within the footing. o +++ ++++++, a Reinforcement placed in concrete Q + - + + ' >r +� • so Figure 4: Typical Prescriptive Braced Wall Panel (per IRC Section R602.10.3, Method #3) 4'-0" min. 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 5/16"thick for studs 16"oc. and minimum 3/8"thick for studs 24"oc. • • • 2x Blocking installed against sheathing and • nailed to studs with 16d nails. Nail sheathing 10'-0" at 6 inches on center at panel edges and • 12 inches on center in the panel field. Max. — • • • • • • • • • • • • 2x sill plate nailed to joist or blocking /with 3-16d nails per 16". • • Approved floor system a _ � 2x Pressure treated mud sill • 1/2"dia. anchor bolt with min. 7" r • • • i 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 �[a • • • '1 material. 3"x3"x0.229" hot-dipped galvanized plate washers are required. Approved Foundation System, * Nail sheathing with 8d common or galvanized box nails spaced 6"on center at sheathing panel edges and 12"oc. in the field. Braced wall panels(BWP or ABP) must be located at each end of each braced wall line. Or, IRC Section R602.10.11 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. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 16 Figure 6: Prescriptive Alternate Braced Wall Panel (per IRC Section R602.10.6) 2'-8" minimum 2-2x Top plates. /Stagger joints 4'-0"min. • • • Nail 16d at 16"oc. 2x studs spaced 24"o.c. max. End nail stud f� to top plate with 2-16d.nails. Nail stud to sill plate with 4-8d toenails or 2-16d end nails. '4jr Y�dy ; Wood structural panel sheathing x minimum 5/16"thick for studs 16"oc. z . and minimum 3/8"thick for studs 24"oc. . Sheath one side for single story, or ,tir • ` ,,ry �,,'LL ' , both sides if on the first of two stories. �°`fi l 4 x x R';tet W. 2x Blocking installed against sheathing and .,:i;2?-'0,^-441;:c,'' 'h nailed to studs with 16d nails. Nail sheathing 1 ` k to blocking and all panel edes at 6"on center. 10'-0" Max Approved steel hold down device. • Install and fasten per manufacturers 401.;;;;4.„:: :!:•;:''-::,''';:::'..., 0 . _' ` x : instructions. 1800#capacity required for .' ;, one story and the second of two stories, � , z a 3000#capacity required for first of two t •' stories. 2x sill plate nailed to joist or blocking '� •e 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 at quarter points for single story, three bolts required at fifth points for two story construction. _ _ Approved floor system s • . f v _moi t .1 _. \- Approved Foundation System Nail sheathing with 8d common or galvanized box nails spaced 6"on center at sheathing panel edges and 12"oc. in the field. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 17 Figure 5: Prescriptive Interior Braced Wall Panel (per IRC Section R602.10.3, Method #5) 4'-0" min. for GWB on 2 sides 2 - 2x Top plates. 8'-0" min. for GWB on one side Stagger joints at least 4'-0" minimum. • Nail 16d at 16" oc. 2x studs spaced 24" o.c. max. End nail • --- to top plate with 2-16d nails. Nail stud tc plate with 4-8d toenails or 2-16d end nai 1/2" thick min. gypsum wall board fasten, to all framing with screws or nails at 7" c • center at all studs and blocking. Sheathing is shown cut away for clarity. 2x Blocking installed against sheathing a nailed to studs with 16d nails. Nail sheat) 01-0" at 7 inches on center at all panel edges Max. - - - _ _ _ _ throughout the panel field. 2x sole plate nailed to joist or blocking •mat with 3-16d nails per 16" t. 4%. Approved floor system. Double joist and braced wall panel where joists run paralli o BWP. Block between joists where •' running perpendicular to BWP. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 18 • Standard Construction Details Handrails and Guardrails IRC 311.5.8 Open Stair Guardrail Open Guardrail c Solid Guardrail Solid Stair Guardrail (.B' re, 36"minimum guardrail height C- for dwelling units,42"minimum Top of guardrail for for commercial and common stairways, except at areas of multi-family residential. landings, may have ,Bl , ////A a height as required —O `Nc Stair landing or floor level Railing Opening Limits: for handrails(34"-38") \A i (A'-A 6"diameter sphere can't pass through. Guardrail required at ,B)-A 4"diameter sphere / heights over 30" 0 can't pass through. (C1-A 4-3/8"diameter sphere can't pass through Grade or floor level Y (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 b extension length shall be at least 12"horizontally *I 1-1--1 1 --C— _I- beyond the top riser and shall continue to slope for the depth of one tread 12" O l/ n [c] beyond the bottom riserVc7 i Typical Handrail Shapes • O J A Residential handrails 34"-38" / _ must return to the wall or terminate in a / balluster or post 0 1-1/2"min. min.clearance at each end. / Handrail may project a c O max. of 4-1/2"into / required width of stairs e I I I� Grade or floor level I 41 Handrail Height and Extensions Wall Clearance Termination CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 19 Ha- IIMa- Standard Construction Details Emergency Egress/Rescue Opening R310 34 - 1/4" Clear (30" if a grade 20"Clear — floor opening*) y_ Minimum—" Fixed Pane (Optional) Openable Fixed Area 41" Clear Pane (36" if a A (Optional) grade floor opening*) Openable Area 24" 5.7 sq. ft.* Clear Minimum 5.7 sq. ft.* Minimum Minimum A Finished Sill Height 44" Maximum * 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) Interior Finished Floor Notes: 1. Basements in dwelling units and every sleeping room below the fourth story shall have at least one emergency escape and rescue window or door opening directly to an approved outside location. 2. The door or window shall be openable from the inside without the use of separate tools. 3. Finished sill height of 44" is measured from interior finished floor level. A step may not be used to achieve proper sill height unless it complies with the code requirements as a landing. Cm OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 20 City of Bremerton Department of Community Development 345 - 6th Street, Suite 600 Bremerton,WA 98337-1873 Phone: (360) 473-5275 CITY OF Fax: (360) 473-5278 BREMERTON Inspections: (360) 473-5870 RESIDENTIAL PLAN REVIEW CHECKLIST This ohechatlat 1a part of" the approved est ol Nana. Do not removal, asparsta or detach any d ®ccs antes Permit Number: Owner: • 2006 International Residential Code, WAC 51-51 • 2006 Washington State Energy Code (WSEC), WAC 51-11 • 2006 Washington State Ventilation and Indoor Air Quality Code (WSVIAQ), WAC 51-13 • 2006 Uniform Plumbing Code, WAC 51-56 and 51-57 • 2006 International Mechanical Code, WAC 51-52 (incl. 2006 IFGC) • 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. Items circled on the following checklist are identified on the approved plans by the same number. 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 2003 International Residential Code to the 2006 substantial code changes or differences between the old (2003 International Residential Code su t IRC) and the new (2006 IRC) codes are in bold type. 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 ofBremerton. Bremerton Building & Fire Code or any other ordinance ofthe city Permits presuming togive authorityto violate or cancel the provisions of the codes and ordinances of the p 9 City of Bremerton shall not be valid. Office hours are from 8:00 a.m. to 5:00 p.m. Monday through Friday. 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 8:00 a.m. in order to be scheduled for the same business day. 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 septic). City of Bremerton Department of Community Development (360)473-5275 345 6Th St.,Suite 600 Inspections: (360)473-5870 Bremerton,WA 98337 Fax: (360)473-5278 12/6/2007, Pt edition !fir /�.. �.. �►� FLOOR PLAN 1. ROOM IDENTIFICATION: IRC Section R105.3. provided with built in features that establish the Each room and its intended use must be clearly specific use of the room as something other than shown on the plans by the applicant for plan review for sleeping, and do not contain clothes closets, purposes. need not be considered a sleeping room. Some additional exceptions may apply, see IRC 313.1. 2. EGRESS WINDOWS: IRC Section R310.1. 4. SAFETY GLAZING: IRC Section R308.4. All Basements with habitable space and every glass located in an area considered hazardous sleeping room shall have at least one operable must be safety glazed: emergency escape and rescue opening. Windows shall have a minimum net clear openable area of 1. Glazing in swinging doors, except 5.7square feet, or, may be a minimum of 5.0jalousies. square feet if within 44 inches of exterior grade. 2. Glazing in fixed, sliding, bi-fold, door The minimum net clear openable height dimension assemblies and panels in swinging shall be 24". The minimum net clear openable doors(except jalousies). width dimension shall be 20". The window shall 3. Glazing in storm doors. have a finished sill height not more than 44" above 4. Glazing in all unframed swinging doors. the floor. Emergency escape and rescue openings 5. Tub, shower, hot tub, whirlpool, sauna, shall be operational from the inside of the room & steam room enclosures and any without the use of keys, tools, or special glazing in a bathroom wall enclosure, knowledge. Window wells shall be provided when where the bottom is less than 60" above egress windows have a finished sill height below the walking surface. the adjacent ground elevation. The well shall allow 6. Glazing in any opening adjacent to a the window to be fully opened and provide a door within 24" where the bottom is less minimum accessible net clear opening of 9 square than 60"above the walking surface. feet, with a minimum dimension of 36". Window Glazing that meet all of the following wells with a vertical depth of more than 44" shall be conditions: equipped with a permanent ladder. See Page 20, A. Exposed area of an individual pane Emergency Escape and Rescue Windows for is greater than 9 square feet. and additional information. B. Exposed bottom edge is less than 3. SMOKE ALARMS: IRC Section R313.1. A smoke 18" above the floor. and alarm listed in accordance with UL217 shall be C. Exposed top edge is greater than installed in each sleeping room, including each 36 above the floor. and bedroom, bonus room, and other habitable rooms D. 1 or more walking surfaces is within that could potentially be sleeping rooms that 36" horizontally of the plane of the contain an intervening door that can be closed to glazing. separate the room from areas otherwise provided 8 Glazing in railings with smoke alarms, as well as outside each 9. Glazing in walls and fences used as the separate sleeping area in the immediate vicinity of barrier of indoor and outdoor swimming the bedrooms and each additional story of the pools and spas when the bottom edge dwelling including basements (but excluding crawl of the glazing is less than 60 inches spaces and uninhabitable attics.) In dwelling units above the pool side of the glazing and with split levels and without an intervening door the glazing is within 5' of a swimming pool or spa's water edge. between the adjacent levels, a smoke alarm 10. Glazing in walls enclosing stairway or installed on the upper level shall suffice for the ramp landings or within 5' of the bottom adjacent lower level provided that the lower level is or top of stairways where the bottom less than one full story below the upper level. edge of the glass is less than 60" above When more than one smoke alarm is required to be a walking surface. installed within an individual dwelling unit, the alarm devices shall be interconnected in such a 5. NATURAL LIGHT & VENTILATION IRC Section manner that the actuation of one alarm will activate R303.1. All habitable rooms shall be provided with all of the alarms in the individual unit. When any aggregate-glazing area of not less than eight alterations or repairs are made that require a o permit, smoke alarms must be installed in percent (8/o) of the floor area of such rooms. accordance with IRC 313.1. Note: Habitable rooms Natural ventilation shall be through windows, such as dens, libraries and offices that are doors, louvers or other approved openings to the CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 2 outside. The minimum openable area shall be four absorbent wall finish shall be provided to a height of percent (4%) of the floor area being ventilated. not less than 6 feet above the shower floor. (Exceptions may apply, see IRC R303.1) 11. CHIMNEYS & FIREPLACES: IRC Chapter 10. 6. EXHAUST FANS: IRC Section M1501, WSVIAQ Factory-built chimneys and fireplaces shall be tested 302.2.1. IMC 501.2, 501.2.1 Exhaust fans are in accordance with UL 127, listed and labeled, and required in each kitchen, bathroom, water closet shall be installed and terminated in accordance with room, laundry facility, indoor swimming pool, spa and the manufacturer's installation instructions. Masonry other rooms where excess water vapor or cooking or concrete fireplaces shall be constructed in odor is produced. The air removed by every accordance with IRC Chapter 10 and certified in mechanical exhaust system shall be discharged accordance with Washington State Building Code outdoors at a point where it will not cause a nuisance Standard 31-2. and from which it cannot again be readily drawn in by a ventilating system. Air shall not be exhausted into 12. TIGHT-FITTING DOORS (FIREPLACE): WAVIAQ an attic or crawl space. See the energy section of this Section 402. Solid fuel burning appliances and checklist for additional requirements. fireplaces shall be provided with tight-fitting glass or metal doors. An outside source of combustion air 7. CLOTHES DRYERS; IRC Sections M1502, G2439.3 shall be ducted to the firebox with ducts at least 4" in & G2439.5. Clothes dryer exhaust ducts shall diameter. terminate outside the building and be equipped with a backdraft damper. Exhaust ducts shall be constructed 13. FIREPLACE HEARTH EXTENSION: IRC Section of minimum 0.016-inch-thick rigid metal ducts, having 1001.10. An approved noncombustible hearth must smooth interior surfaces with joints running in the extend at least 16" from the front of, and at least 8" direction of air flow. Ducts shall not be connected with beyond each side of the fireplace opening. Where sheet metal screws or other fasteners which could the fireplace opening is 6 square feet or larger, the obstruct the flow. Duct length shall not exceed a total hearth extension shall extend at least 20" in front of, combined vertical and horizontal length of 25'. The and at least 12" beyond each side of the fireplace maximum length of the duct shall be reduced 2.5 opening. feet for each 45 degree bend and 5 feet for each 90 degree bend. Approved flexible duct connectors 14. CLEARANCE TO COMBUSTIBLES: IRC Section of not more than 8' in length may be used within a 1003.18. When masonry chimneys are built within a dwelling, provided they are not concealed within structure, a 2" clearance to combustible material is construction. No screens shall be installed at the duct required. When a chimney is placed on the exterior termination. of the structure, a 1" clearance is allowed. IRC Section 1001.11. Combustible material shall not be 8. RANGE HOOD: IRC Section M1901, IMC 505 The placed within 6" of fireplace opening. No combustible vertical distance between the cooking top of a material placed within 12" of the fireplace opening domestic range and unprotected combustible material (such as mantles or decorative fireplace surrounds) shall not be less than 30". Reduced clearances may shall project more than 1/8" of each 1" clearance from be permitted in accordance with the listing and the opening. See IRC Chapter 10 for additional labeling of the range hoods or appliances. requirements. Commercial cooking equipment shall not be installed within dwelling units; cooking appliances shall be 15. COMBUSTION AIR: IRC Section M1701.1.1. In listed and labeled as household-type appliances for buildings of unusually tight construction, (all new domestic use. construction) fuel-burning (liquid or solid) appliances shall obtain combustion air from outside the sealed 9. WATER CLOSET CLEARANCES: IRC Figure 307.2. thermal envelope. Combustion air for gas appliances Water closets shall be located in a clear space not shall be in accordance with IRC Section G2407. less than 30" in width, and not closer than 15" from the center of the fixture to a wall or other side barrier 16. APPLIANCE LOCATIONS: IRC Section G2406.2 (tub). The clear space in front of the water closet (303.3). Fuel burning appliances shall not be shall be at least 21". installed in a sleeping room, bathroom, toilet room, or closet. Exception: direct vent appliances(see IRC 10. SHOWER AREAS: IRC Figure 307.2, R305. Section G2406.2 for additional exceptions). Showers shall be minimum 30"x 30" and have a minimum 24" clearance in front of the opening, and at least 6' 8" clearance above the shower floor. A non- CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 3 omit_ 17. APPLIANCES LOCATED IN GARAGE: IRC Section 21. BACKFLOW PREVENTORS: UPC Section 603.4.7. , M1307.3. Appliances located in a garage or carport Potable water outlets with hose attachments other (or any rooms that directly communicate with the than water heater drains and clothes washer garage) shall be protected from impact by connections shall be protected by a listed non- automobiles and, when such equipment generates a removable hose bibb type backflow preventor, or glow, spark or flame capable of igniting flammable atmospheric vacuum breaker. All cross connections vapors, (including electric or gas water heaters, between potable water sources and other systems, furnaces, pumps, etc.) it shall be installed with such as landscape irrigation systems, hydronic- sources of ignition at least 18"above the floor. radiant heating systems, swimming pools, etc. shall be equipped with backflow preventors in accordance 18. WATER HEATER: IRC Section M1307.2, P2801, with UPC Section 603. P2903.4 & UPC 508.2, 508.4. Water heaters shall be anchored or strapped to resist horizontal displace- 22. TRAP PRIMERS;, UPC Section 1007. Floor drains ment due to earthquake motion. Strapping shall be at or similar traps connected to the drainage system and points within the upper one-third and lower one-third subject to infrequent use shall be provided with an of the appliance and shall be at least 4" away from approved automatic means of maintaining their water the controls. Water heaters installed in locations seals. where leakage of the tank or connections can cause damage, a watertight pan of corrosion-resistant 23. GARAGE/DWELLING DOOR: IRC Section R309.1. materials shall be installed beneath the water heater Openings from a private garage directly into a room with a minimum 3/1" diameter drain to an approved used for sleeping purposes shall not be permitted. location. UPC Section 608.5. Temperature and Other openings between the garage and residence pressure relief valves shall be drained to outside. shall be equipped with solid wood doors not less that Drain may not be trapped and must terminate no 1-3/8 inches in thickness, solid or honeycomb core more than 2' nor less than 6" from the ground and steel doors not less than 1-3/8 inches thick, or 20- shall not be threaded. WSEC Section 504.2.1. All minute fire-rated doors. electric hot water heaters shall be placed on an R-10 pad when located in an unheated space or on a 24. GARAGE/I-I/WELLING SEPARATION: IRC Section concrete floor. A thermal expansion (compression) R309.2 The garage shall be separated from the tank shall be installed on water heater tanks. residence and its attic area by not less than '/z" gypsum board applied to the garage side. Garages 19. L.P.G. (PROPANEI APPLIANCES: IFGC Section beneath habitable rooms shall be separated from all 303.2 prohibits appliances from being installed in a habitable rooms above by not less than 5/8" Type X hazardous location, which is any location considered gypsum board. Structural members supporting the to be a fire hazard for flammable vapors, dust, horizontal separation shall be protected by minimum combustible fibers or other highly combustible 'h" gypsum (this includes all bearing walls, posts, substances. Appliances that burn L.P.G. (heavier columns, etc.). than air) shall not be installed in a basement, cellar, pit, under-floor space, below grade or similar location 25. SEPARATION BETWEEN DWELLING UNITS: IRC where heavier-than-air gas might collect. L.P.G. Section R317.1. Walls and floors separating dwelling tanks shall be installed in accordance with NFPA 58 units in two-family dwellings shall not be less than 1- and Chapter 38 of the 2006 International Fire Code. hr fire-resistive construction. See R317.2 for L.P.G. standards shall be NFPA 54 and NFPA 58. townhouse separation. Typical LPG Tank Setbacks 26. FIRE-RESISTANCE OF EXTERIOR WALLS: IRC L.P.G.Tank Size Required Setback from Building Section R302.1 & 309.2. 1-hr fire-resistive (gal) and property lines construction is required within 5 feet of property lines <125 zero,with conditions* _ (or assumed property lines between separate 125 to 500 10 feet buildings located on the same property). Openings 500 to 2000 25 feet are not permitted at less than 3' and are limited 'Minimum 5 feet to property lines; building openings; sources of between 3 and 5 feet. Unprotected, detached garages ignition;ventilation air intakes;openings into direct-vent appliances. shall be at least 3 feet away from other residential or 20. MANUFACTURER'S SPECS: IRC M1307.1. The accessory buildings. manufacturer's operating and installation instructions 27. FLOOR AREA: IRC Section R304.1 & R304.2. shall remain attached to the appliance until final Dwelling units shall have at least one room with not inspection. less than 120 square feet of floor area. Other habitable rooms except kitchens shall have an area of CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 4 not less than 70 square feet. Section R304.3 requires 33. HANDRAILS: IRC Section R311.5.6 & 311.5.1. All that habitable rooms other than a kitchen shall not be stairways with 4 or more risers shall have at least one less than 7' in any dimension. handrail. Such handrails shall be placed not less than 34" nor more than 38" above the nosing of the treads. 28. MINIMUM CEILING HEIGHTS: IRC Section R305.1 The handgrip portion of the handrail shall not be less Habitable spaces shall have a ceiling height of not than 1-1/4" or more than 2-1/4" (maximum 2" if less than 7 feet. Beams and girders spaced not less circular) in cross-sectional dimension, and shall be of than 4 feet on center may project not more than 6 a "grippable" shape. (see Page 19 for separate inches below the required ceiling height. Ceilings in handrails handout) There shall be a space of not less basements without habitable spaces may have a than 1-1/2" between the wall and the handrail, ceiling height of 6'-8" with beams projecting to within however, the handrail shall not project more than 4- 6'-4" of the finished floor. Bathrooms shall have 1/2" into the required stair width. minimum ceiling height of 6'-8" over the fixture and at the front clearance areas of fixtures. 34. STAIRWAYS: IRC Section R311.5. Private dwelling stairways shall not be less than 36" in width and shall 29. ATTIC ACCESS: IRC Section R807.1. Attics which have a headroom clearance of not less than 6 feet 8 exceed 30 square feet and have a minimum vertical inches measured vertically from the sloped plane height of 30" must be provided with an access adjoining the tread nosings, or landing surfaces. (See opening of not less than 22" x 30" and located in a Item 39 for spiral stairways.) hallway, corridor, or readily accessible location. The attic access shall oof penetrate the garage/dwelling 35. STAIR RISE & RUN: IRC Section R311.5.3. fire resistive barrier. Maximum riser height shall be 7-3/4 inches and the minimum tread depth shall be 10 inches. The 30. DOORS & EXITS: IRC Section R311.4. In every greatest riser height may not exceed the smallest by dwelling and accessory building, at least 1 doorway more than 3/8 inch. The radius curvature at the shall be of a size as to permit the installation of a door leading edge of the tread shall be no greater than not less than 3' in width and not less than 6'-8" in 9/16 inch. A nosing not less than 3/4 inch but not more height, that can be opened without the use of a key, than 1-% inches shall be provided on stairways with tool or special knowledge. solid risers. The greatest nosing projection shall not 31. LANDINGS: IRC Section R311.4.3. There shall be a exceed the smallest nosing projection by more than floor3/8 inch between two stories, including the nosing at or landing on each side of exterior doors with the level of floors and landings. Exception: A nosing is dimensions of at least 36 inches measured in the not required where the tread depth is a minimum of direction of travel, and at least the width of the door 11 inches. Open risers are permitted, provided that served. The floor or landing shall be not more than the opening between treads does not permit the 1.5" lower than the threshold of the doorway, except passage of a 4-inch diameter sphere. doors other than the main exit may have the landing up to 7 3/." below the level of the threshold provided 36. STAIRWAY ILLUMINATION R303.6. All interior and the door does not swing over the landing (except that exterior stairways shall be provided with a means to screen and storm doors may); OR, if not the main exit illuminate the stairs, including the landings and and there are two or fewer risers, a landing is not treads. Interior stairways shall be provided with a light required. In addition, an interior door may open at the located in the immediate vicinity of each landing of top of a flight of stairs provided the door does not the stairway that provides at least 1 foot candle of swing over the top step. Exterior landings may have illumination measured at the center of treads and a slope not to exceed 2% (1" in 48" . ) landings. A wall switch shall be provided at each 9 1 balconies or floor level where the stairway has six or more 32. GUARDS: IRC Section R312. Porches, risers. Exterior stairways shall be provided with an raised floor surfaces located more than 30" above the y artificial light source located in the immediate vicinity floor or grade below shall have guards not less than of the top landing of the stairway. Exterior stairways 36" in height, including areas enclosed with insect providing access to a basement from the outside screening, except where guards are required at the grade level shall be provided with an artificial light open side of stairs, the height may be reduced to 34" source located in the immediate vicinity of the bottom above the stair nosings. Guardrails shall be designed landing of the stairway. The illumination of exterior such that a sphere 4" in diameter cannot pass stairways shall be controlled from inside the through, except the triangular opening between a dwelling unit. riser, tread and the bottom rail of the guard may be of such size that a sphere 6"cannot pass through. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 5 37. USABLE SPACE UNDER STAIRS: IRC Section 45. SLAB ON GRADE FLOOR; IRC R403.1.3.2. R311.2.2. The walls and soffits of enclosed usable Foundations must extend at least 6" above finish space under stairs shall be protected on the enclosed grade. Monolithic foundations shall have footings at side by not less than 1 layer of gypsum board. least 12 inches wide, be at least 12 inches below grade, extend at least 6 inches above finish grade, 38. WINDING STAIRWAYS: IRC Section R311.5.3.2 and shall have at least 2 #4 bars at the bottom of the Winding stairways shall have no width of run less footing and 1 #4 bar located within 7 inches of the top than 6" and a required width of run (10") provided at a of the slab. See Page 15, Foundation Requirements, point 12"from the narrow side. for additional information. IRC R309.3: Garage or carport floor surfaces shall be sloped to a drain or 39. SPIRAL STAIRWAYS: IRC Section R311.5.8.1. toward the main vehicle entry doorway. Spiral stairs must provide a clear walking area measuring at least 26" from the outer edge of the 46. FOUNDATION ANCHORAGE: IRC Section R403.1.6 supporting column to the inner edge of the handrail. & 602.11.1. Anchor bolts shall be not less than 'A" The tread run must be at least 7 '/2" at the point 12" diameter, embedded at least 7", and spaced no more from where the tread is the narrowest. The rise must than 6' apart. (4' if over 2 stories). There shall be a be sufficient to provide 6'-6" headroom, and each minimum of 2 bolts per piece (sill plate), with a bolt riser shall not exceed 9 1/2 inches. located within 12"of each end of each piece. 3" x 3" x 0.229" thick hot dipped galvanized plate washers, and STRUCTURAL 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 40. MIN, CONCRETE FOOTING SIZE: IRC Section over 2 stories). 403.1.3. • Supporting 1 floor: minimum 6" by 12". 47. DAMP-PROOF FOUNDATION WALLS: IRC • Supporting 2 floors: minimum 6" x 15". Section R406 Exterior foundation walls that retain • Supporting 3 floors: minimum 8" x 23". earth and enclose habitable or usable spaces located As a minimum standard, see the attached handout: below grade shall be dampproofed in accordance with Prescriptive Foundation Requirements, Page 15. IRC R406.1 or waterproofed in accordance with IRC 406.2, from the top of the footing to the finished grade 41. MIN, CONCRETE FOOTING REINFORCEMENT: by approved methods and materials. IRC Section 403.1.3. At least 2 #4 bars are required 48. PIER PADS & COLUMNS:, IRC Section R407.3. for all continuous concrete footings. As a minimum standard, see the attached handout: Prescriptive Concrete pier footings shall have a depth to width Foundation Requirements, IRC Section 403. ratio not to exceed 2:1, or, shall have#4 bars located each direction spaced not more than 12" on center. 42. MIN. CON$RETE FOUNDATION WALL SIZE: IRC (Rebar must be in place upon inspection.) Positive Section 404.1, Tables R404.1.1(5). Walls that exceed connections shall be provided to prevent lateral 9 feet in height or have more than 4 feet of displacement at both the top and bottom of columns. unbalanced fill and no permanent lateral support at 49. FOOTING/PIER SETBACK FROM SLOPE; IRC the top of the wall, must be designed, signed and sealed by a Licensed Washington State Design Section R403.1.7 The placement of buildings and Professional. structures on or adjacent to slopes steeper than 1 unit vertical in 3 units horizontal (33.3%) slope shall 43. MIN CONCRETE FOUNDATION REINFORCEMENT: conform to Sections R403.1.7.1 through R403.1.7.4. IRC Section R404. As a minimum standard, see (See also IRC Figure R403.1.7.1) Footings must be Page 15 for the attached handout: Prescriptive embedded in material sufficient to provide vertical and Foundation Requirements, IRC Section 403. lateral support for the footing without detrimental settlement. 44. MINIMUM FOOTING DEPTH: IRC Section R403.1.4. 50. CHIMNEY FOUNDATION: IRC Section R1001.2 and All exterior footings shall be placed at least 12 " below the undisturbed ground. Interior footings supporting R1003 Masonry chimneys shall be supported on bearing or bracing walls and cast monolithically with a foundations of solid masonry or concrete at least 12 slab on grade shall extend to a depth of not less than inches thick and at least 6 inches beyond each side of 12" below the top of slab. the exterior dimensions of the chimney and must also be at least 12" below grade. Reinforcement shall conform to the requirements set forth in Table R1003.2 and IRC Figure R1001.1. CIT/OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 6 of transferring all loads from their point of origin 51. FOUNDATION VENTILATION: IRC Section R408.2. through the load resisting elements to the foundation. Minimum net area of ventilation openings shall not be less than 1 square foot for each 150 square feet of 56. SPECIFY WOOD SPECIES & GRADES: IRC under-floor space area. One such ventilating opening Sections R502.1, R602.1 Load-bearing dimension shall be within 3 feet of each corner of the building. lumber for joists, beams, girders, studs, plates and Ventilation openings shall be covered for their height headers shall be identified by a grade mark of a and width with materials identified in IRC R408.2 such lumber grading or inspection agency that has been that the openings are not larger than %inch. approved by an accreditation body that complies with DOC PS 20. In lieu of a grade mark, for wood locally 52. PROTECTION AGAINST DECAY: IRC Section milled, a certificate of inspection issued by a lumber R319.1. All wood in contact with the ground and that grading or inspection agency meeting the supports permanent structures intended for human requirements of this section may be accepted. occupancy shall be approved pressure preservative treated wood suitable for ground contact use. All 57. FLOOR FRAMING: IRC Sections R502.3, R502.6, wood framing members that rest directly on concrete R502.6.1, R502.7, R502.2.1 The ends of each joist, or masonry foundation walls shall be treated wood or beam or girder shall have not less than 1-1/2" of decay-resistant heartwood of redwood, black locust, bearing on wood or metal or not less than 3" on or cedars. (Note: All fasteners used in pressure masonry or concrete. Joists framing from opposite treated lumber[sills,joists to sill, rim joist to sill, etc.] shall sides over a bearing support shall lap a minimum of 3 be hot dipped galvanized, stainless steel, silicon inches and shall be nailed together with a minimum bronze or copper.) three 10d face nails. Joists shall be supported laterally at each end and at each intermediate support 53. POSTS, POLES AND COLUMNS: IRC Section by full-depth solid blocking not less than 2" nominal R319. Columns and posts supporting permanent thickness; or by attachment to a header, band, or rim structures that are embedded in concrete or in direct joist; or shall be otherwise provided with lateral contact with the ground or embedded in concrete support to prevent rotation. See IRC Tables exposed to the weather shall be approved pressure R502.3.1(1) & (2) for floor joist spans, R502.5(1) & (2) treated wood suitable for ground contact use. Posts for girder spans, and R502.3.3 (1) & (2) for cantilever or columns which are exposed to weather, or are spans. A load path for lateral forces shall be located in basements or cellars, shall be supported by provided between floor framing and braced wall piers or metal pedestals projecting 1 inch above the panels located above or below a floor. floor (and 6" above exposed earth) and shall be separated by an approved impervious moisture 58. BE, RING PARTITIONS: IRC Section 502.4. Joists barrier, or must be of pressure treated wood, or wood under parallel bearing partitions shall be of adequate of natural resistance to decay. Posts or columns in size (as a beam) to support the load. Double joists, enclosed crawl spaces located within the periphery of sized to adequately support the load, that are the building, supported by concrete piers or metal separated to permit the installation of piping or vents pedestals shall be greater than 8 inches from shall be full-depth, solid-blocked with lumber not less exposed ground and must be separated by a than 2 inches in nominal thickness spaced not more moisture barrier or be of pressure treated wood. than 4 feet on center. Bearing partitions perpendicular to joists shall not be offset from supporting girders, 54. GIRDERS ENTERING MASONRY OR CONCRETE walls or partitions more than the joist depth unless WALL; IRC Section R319.1 (4) Ends of wood girders such joists are of sufficient size to carry the additional entering concrete or masonry walls must have a load(s). minimum clearance of 1/2 inch on tops, sides and ends, or shall be of an approved species and grade of 59. UNDER-FLOOR CLEARANCE: IRC Section 319.1. lumber pressure treated or decay resistant heartwood When floor joists or the bottom of a wood structural of redwood, black locust, black walnut or cedars. floor are located within 18" or wood girders are located within 12" to the exposed ground in crawl 55. POST-BEAM CONNECTIONS/FASTENING: IRC spaces or unexcavated area located within the R301, R407.3, R502.9. Where posts and beam or periphery of the building foundation, all components girder construction is used to support framing, of the floor assembly shall be pressure treated wood positive connections shall be provided to ensure or wood of natural resistance to decay, including all against uplift and lateral displacement. The posts, beams or girders, joists and sub-floor. The construction of buildings and structures shall result in under-floor grade shall be cleaned of all vegetation a system that provides a complete load path capable and organic material. All wood forms used for placing CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 7 • concrete and construction materials shall be removed Category D2 shall be constructed in accordance with , before the building is occupied IRC Table R602.10.1 and Sections R602.10 and R602.11. Typically braced wall panels require nailing 60. UNDER-FLOOR ACCESS: IRC Section 408.4. patterns of 6" o.c. along all panel edges. All Access shall be provided to all under-floor spaces. sheathing joints must be over studs (vertically) or Access openings through the floor shall be a solid blocking (horizontally). minimum of 18" x 24". Openings through a perimeter • Braced wall panels shall begin no more than 8' 0" wall shall be at least 16" x 24". When any portion of from each end of a braced wall line. If the braced the through wall access is below grade, an areaway wall panel is not located at the corner, then a 24" of not less than 16" x 24" shall be provided. The panel is required at the corner(in addition to the 4' bottom of the areaway shall be below the threshold of BWP within 8') Or, a hold down device is required the access opening. Through wall access openings at the end of the braced wall panel end nearest shall not be located under a door to the residence. the corner. See M1305.1.4 for mechanical equipment access. • Spacing of interior braced wall lines shall not exceed 25 feet apart (except to accommodate up 61. WALL FRAMING: IRC Sections 602.3.1, 602.3.2, to one room up to 900 square feet, an increase to 602.3.3, 602.3.4, 602.6 & 602.9. Utility grade studs 35' is allowed —adjustment factors will apply, See shall not be spaced more than 16" on center, support IRC R602.10.11). more than aroof and ceiling, or exceed 8' in height for • Braced wall lines may have offsets, out of plane of exterior and load bearing walls. The size, height, and up to 4'0". spacing of all other wood-framing studs shall be in • In one-story buildings,s, interior braced wall lines accordance with Table R602.3.(5). (Maximum 10 feet shall be supported on continuous foundations at in Seismic Design Category D2.) Studs shall be intervals not exceeding 50 feet. In two- story placed with their wide dimension perpendicular to the buildings all interior braced wall panels shall be wall. Wood stud walls shall be capped with a double supported on continuous foundations. (See top plate installed to provide overlapping at corners exceptions in IRC Section R602.10.9.) and intersections with bearing partitions. End joints • Interior braced wall panels shall be fastened to shall be offset at least 24". Studs shall have full both the floor and roof framing in accordance with bearing on a nominal 2" or larger plate or sill having a Table R602.3(1) (typically 3-16d @ 16" o.c.) width at least equal to the width of the studs. Where • Cripple walls shall have at least 75% of the wall joists, trusses, or rafters are spaced more than 16" length sheathed in accordance with IRC o.c. and the bearing studs are spaced 24" o.c. such R602.10.1. If the building exceeds 50 feet in members shall bear within 5"of the studs beneath. length and interior braced wall panels are not Cutting and notching: May not exceed 25% of the supported on continuous concrete foundations, stud width in bearing or exterior walls and may not the cripple walls shall be fully sheathed with a exceed 40% of a single stud width in non-bearing nailing pattern of 4"o.c. along all panel edges. partitions. • Where "stepped foundations" occur, See IRC Bored or drilled holes: Theodiameter of the resulting Section R602.11.3 for additional requirements hole may not exceed 40% of the stud width, can be such as plate strapping, cripple wall height no closer than 5/8" to the edge of the stud, and may limitations, etc. not be located in the same section as a cut or notch. • See the attached "Braced Wall Panel" and See IRC Section R602.6 for exceptions See IRC "Alternate Braced Wall Panel" details for typical Figures R602.6(1), R602.6.2(2), and R602.6 for additional details. construction requirements. Foundation Cripple walls, IRC Section R602.9: 63. OPENINGS IN EXTERIOR & INTERIOR WALLS Foundation cripple walls shall be framed of studs not (HEADERS): IRC Section R602.7. Headers shall be less in size than the studding above. When provided over each opening in interior and exterior exceeding 4'-0" in height, such walls shall be framed bearing walls. Headers shall be sized to support the of studs having the size required for an additional load above in accordance with IRC Tables R502.5(1) story. Cripple walls with a stud height less than 14" and R502.5(2), or as designed to support the loads as shall be sheathed on at least one side with a wood specified in IRC Table R301.5. Alternately, wood structural panel that is fastened to both the top and structural box headers may be used in accordance bottom plates in accordance with Table R602.3(1) or with IRC Section R602.7.1, Table R602.7.2 and the cripple walls shall be constructed of solid Figure R602.7.2. Each end of all headers shall have blocking. Cripple walls in Seismic Design Category at least 1.5" of full-width bearing. D2 shall be supported on continuous foundations. 62. WALL BRACING: IRC Section 602.10. All braced walls and cripple wall bracing in Seismic Design CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 8 64. FIRE-BLOCKS & DRAFT-STOPS: IRC Sections 67. ANCHORED STONE AND MASONRY VENEER: R602.8, R502.12. Firebocking & Draftstopping shall IRC Section R301.2.2.4.2. be installed to cut off all concealed vertical and **** ENGINEERING REQUIRED **** horizontal draft openings and shall form an effective Buildings with anchored stone and masonry veneer fire barrier between stories and between a top story shall be designed in accordance with accepted and the roof space. Fireblocking shall be provided in engineering practice except where the masonry concealed spaces of wood stud walls and partitions: veneer has a maximum actual thickness of 3 inches vertically at the ceiling and floor levels; horizontally at as permitted within the limitations of IRC Section intervals not exceeding 10 feet; and at all R703.7, Exception 4. interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop 68. SIDING/EARTH SEPARATION: IRC Section R319.1 ceilings and cove ceilings, as well as stair stringers at #5. Wood siding, sheathing and wall framing on the the top and bottom of the run and openings around exterior of the building used within 6" of earth shall be vents, pipes and ducts at ceiling and floor levels. pressure treated wood or wood of natural resistance Fireblocking materials shall consist of materials listed to decay as identified in item#56 of this checklist in IRC Section R602.8.1. Loose-fill insulation material shall not be used as a fireblock unless specifically 69. DECKS & EXTERIOR STAIRS: IRC Section R319. tested in the form and manner intended. Fireblocking Pressure treated wood shall be used for those of chimneys and fireplaces shall be in accordance portions of exposed wood members and members with IRC Section R1001.16. When there is usable subject to wind driven rain, such as within a covered space both above and below a concealed space of a porch, that form the structural supports of buildings, floor/ceiling assembly, draftstops shall be installed so balconies, porches or similar appurtenances, that the area of the concealed space does not exceed including all joists, beams, girders, decking and posts, 1000 square feet. Draftstopping materials shall poles and columns. Treatment must be applied by consist of materials listed in Section R502.12.1. All manufacturer, see item #56 of this checklist. Ledger fireblocking and draftstopping shall be in place prior to boards fastened to a wall shall be properly flashed requesting a framing inspection. and positively connected. 65. SIDING TYPE IRC Section R703.3, R703.4, R703.5, 70. WOOD TRUSSES: IRC Section R502.11. Wood R703.8, R703.9, and R703.10. Exterior wall trusses shall be designed in accordance with coverings shall be installed,g t d, attached and flashed in approved engineering practice. Engineering data and accordance with the provisions of IRC Section R703 installation specifications, includingthetype of roofing and the siding manufacturer's installation instructions. to be used, shall be available on site at framing Please note that masonry wall coverings inspection. Roof trusses shall be supported laterally y exceeding3" in thickness require an engineered q 9 at points of bearing by solid blocking to prevent design in Seismic Design n Cate orl D2 (all of Kitsap rotation and lateral displacement, and braced in County). See#67. accordance with the individual truss design drawings. 9 Truss members shall not be cut, notched, drilled, 66. WEATHER RESISTIVE BARRIER: IRC Sections spliced or otherwise altered in any way without the R703.2,R703.4 R703.8, R703.9.1 The exterior wall specific approval of a registered design professional envelope shall be designed and constructed to (structural calculations required). Alterations resulting provide a water-resistant barrier behind the exterior in the addition of load (e.g., HVAC equipment, water veneer. Asphalt-saturated felt or other approved heaters, etc.) that exceed the design load shall not be weather resistant material such as housewrap, shall permitted without specific engineering justifying the be applied over the sheathing of all exterior walls design. except where panel siding with shiplap joints or other approved weather resistive methods are used. Such 71. RAFTERS: IRC Section R802.3, R802.8 Rafters shall felt or housewrap material shall be applied be framed to ridge board or to each other with a horizontally, with the upper layer lapped over the gusset plate as a tie. The ridge board shall be at least lower layer not less than 2". Approved corrosion- 1" nominal thickness, and all valley or hip rafters shall resistive flashing shall be provided in all exterior walls be at least 2" nominal thickness. Rafter ties shall be in such a manner as to prevent entry of water into the placed not more than 4' on center. See IRC Tables wall or the building structural framing components. 802.5.1(1) through 802.5.1(8) for allowable spans. The flashing shall extend to the surface of the exterior When the depth—to-thickness ratio exceeds 5 to 1 the wall finish and shall be installed to prevent water from roof rafters and ceiling joists shall be provided lateral reentering the exterior wall envelope. See Section support at points of bearing to prevent rotation. R703.8 for specific locations. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 9 OWN.. gra._ 72. RAFTER OPENINGS: IRC Section R802.9. When 76. ATTIC VENTILATION: IRC Section R806. Enclosed , the header joist span does not exceed 4', the header attics and rafter spaces shall have cross ventilation. joist may be a single member the same size as the For each separate space, the total net free ventilating ceiling joist or rafter. Single trimmer joists may be area shall not be less than 1 to 150 of the area of the used to carry a single header joist that is located space ventilated, the total area is permitted to be within 3' of the trimmer joist bearing. Trimmer and reduced to 1 to 300, provided at least 50% and not header rafters shall be doubled and of sufficient size more than 80% of the required ventilating area is to support all loads when the span of the header located in the upper portion of the space to be exceeds 4'. Approved hangers shall be used when ventilated at least 3' above eave or cornice vents with the span exceeds 6'. Tail joists over 12' long shall be the balance of the required ventilation provided by supported at the header by framing anchors or on eave or cornice vents. Vent openings shall be ledger strips not less than 2"x 2". provided with corrosion resistant wire mesh with 1/8" minimum to %4" maximum openings. A minimum of a 73. CEILING JOISTS: IRC Sections R802.4, R802.8, 1-inch airspace must be maintained between the and R802.8.1 Ceiling joist spans shall be in insulation and the roof sheathing at the locations of accordance with IRC Tables R802.4(1) and R802.4(2) the vents. or specifically designed for applied loads. Rafters and ceiling joists having a depth—to-thickness ratio 77. CHIMNEY HEIGHT. IRC R1003.9, R1003.20. exceeding 5 to 1 shall be provided with lateral support Chimneys shall extend at least 2' higher than any at points of bearing to prevent rotation. Rafters and portion of a building within 10', but shall not be less ceiling joists having a depth-to-thickness ratio than 3' above the highest point where the chimney exceeding 6 to 1 shall be supported laterally by solid passes through the roof. Chimneys shall be provided blocking, diagonal bridging (wood or metal) or with crickets when the dimension parallel to the continuous 1" x 3" wood strip nailed across the rafter ridgeline is greater than 30" and does not intersect ceiling joists at intervals not exceeding 8'. the ridgeline. The cricket and chimney shall be built& flashed according to Figure R1003.20 and Table 74. ROOF SHEATHING: IRC Section R803. Allowable R1003.20. spans for lumber used as roof sheathing shall conform to Table R803.1 Spaced lumber sheathing GENERAL ("skip sheathing") is prohibited in Seismic Design Category 02. Wood structural panels shall be identified by grade mark or certificate of inspection 78. PREMISES IDENTIFICATION; IRC Section R321.1. issued by an approved agency and shall comply with Addresses shall be provided in such a position as to the grades and spans specified in Table be plainly visible and legible from the street or road R503.2.1.1(1). fronting the property. Numerals shall be cons- picuously displayed on a contrasting background. If 75. ROOF DRAINAGE & COVERING IRC Section the building is not clearly visible from a named way of R801.3, R903, R904, R905. All structures shall have travel, the numerical designation (address) shall also a controlled method of water collection and disposal be displayed near the main entrance to the property from roofs(typically gutters). Water shall discharge to as well as at the driveway entrance that leads to the an approved drainage system or to splash blocks building. Property addresses shall be posted prior to where a drainage system is not required. Roofs that requesting any inspections. do not drain over edges shall have roof drains installed at the low point of the roof as well as 79. APPROVED PLANS; IRC Sections R105.7, overflow drains. See IRC R903.4. Roof slope shall R106.3.1, R106.4. When the building official issues a be indicated on the plans and selected roof covering permit, the construction documents shall be approved must be appropriate for the roof pitch. Roof coverings in writing or by stamp. Work shall be done in must be installed in accordance with the accordance with the approved construction manufacturer's installation instructions. Flashing shall documents, any changes made during construction be installed at wall & roof intersections, at changes in shall be resubmitted for approval. The building permit, roof slope or direction, and around roof openings. inspection card, and (1) set of approved construction Where flashing is metal, the metal shall be corrosion- documents must remain on the job site at all times resistant with a minimum thickness of 0.019 inch (No. until the completion of the project. 26 galvanized sheet). Roof dead loads are limited to a maximum of 15 pounds per square foot unless the 80. HEATING: IRC R303.8. Every dwelling unit shall be additional bracing provisions of R301.2.2.2.1 are provided with heating facilities capable of maintaining provided. a room temperature of 68° F at a point 3' above the floor and 2' from exterior walls in all habitable rooms. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 10 and the upper surface of the floor or roof next above. . 81. SKYLIGHTS: IRC 308.6. The following types of The first"Story Above Grade" is the first story having glazing may be used: 1) Laminated glass with a its finished floor surface entirely above grade, except minimum .015" polyvinyl butyl interlayer for glass that a basement shall be considered as a story above panes 16 sq. ft. or less in area located such that the grade where the finished surface of the floor above highest point of the glass is not more than 12' above the basement is: 1) More than 6' above grade plane; a walking surface or other accessible area; for higher 2) More than 6' above the finished ground level for or larger sizes, the minimum interlayer thickness shall more than 50% of the total building perimeter; or, 3) be .030". 2) Fully tempered glass. 3) Heat- More than 12' above the finished ground at any level. strengthened glass. 4) Wired glass. 5) Approved rigid The number of stories is the sum of the first story plastics. Skylights shall comply with Washington above grade plane plus all of the stories above. In State Energy Code requirements and be provided accordance with the scope of the 2006 International with flashing appropriate for the skylight and the roof Residential Code, (IRC) any building that exceeds 3 covering material. stories, must be built in accordance with the 2006 International Building Code(IBC). 82. GYPSUM WALLBOARD: IRC R702.3.8 & R702.4.2, R702.3.8.1. When gypsum is used as a base for tile 85. HEIGHT OF BUILDING I GRADE PLANE: IRC or wall panels for tub/shower enclosures, water- Section 202. The building height is the vertical resistant gypsum shall be used. Water resistant distance from grade plane to the average height of gypsum wallboard may not be used over a vapor the highest roof surface. The grade plane is a retarder, or on ceilings where frame spacing exceeds reference plane representing the average of the 12" on center. Cement, fiber-cement, and glass mat finished ground level adjoining the building at all gypsum backers in compliance with ASTM C 1288, exterior walls. Where the finished ground level slopes C 1325 or C 1178 and installed in accordance with away from the exterior walls, (which is required) then manufacturers recommendations shall be used as the reference plane shall be established by the lowest backers for wall tile in tub & shower areas and wall points within the area between the building and the lot panels in shower areas. line, or, where the lot line is more than 6' from the building, the grade plane shall be established by the 83. GYPSUM WALLBOARD FASTENING: IRC R702.3.6 lowest points between the building and points 6' from &Table R702.3.5, IBC 2306.5.1..Screws for attaching the building. See BMC Title 20 for height restrictions gypsum board to wood framing shall be type W or for certain areas or zones. Type S in accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8". 86. RETAINING WALLS; IBC 1806.1, IRC R105.2. • 3/8" minimum from edge and ends for Retaining walls shall be designed to ensure stability nails or screws. against overturning, sliding, excessive foundation • Fastening (nails): 7" o.c. max. ceiling, pressure and water uplift. Retaining walls shall be 8"walls. designed for a safety factor of 1.5 against lateral • Fastening (screws): 12" o.c. ceiling, 16" sliding and overturning. Retaining walls that do not o.c. walls when wall framing is 16"o.c., 12" exceed 4' in height, measured from the bottom of the when wall framing is 24" o.c. footing to the top of the wall, that do not support a Footnote e, Table R702.3.5: Type X gypsum surcharge (load above) are exempt from permit wallboard for garage ceilings beneath habitable requirements, however, must still be constructed rooms shall be installed perpendicular to the ceiling properly and must conform with the City of Bremerton framing and shall be fastened at 6" o.c. by minimum Zoning Code Setback requirements. A separate 1-7/8"6d coated nails or equivalent drywall screws. permit is required for construction of a retaining wall. 84. NUMBER OF BUILDING STORIES: IRC Sections R101.2, R202. A building story is that portion of a building included between the upper surface of a floor CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 11 ENERGY CODE 100. FQUNDATION INSULATION: WSEC Sections on first page of the 2006 WSEC & VIAQ 502.1.4.8 and 602.4. Slab-on-grade insulation, Prescriptive Compliance Form). A take-off noting (typically R-10) installed inside the foundation wall, rafter area will be required for utilizing the option shall extend downward from the top of the slab for a in Footnote 3. minimum distance of 24" or downward and then horizontally beneath the slab for a minimum 105. HATCHES AND DOORS: WSEC Section 502.1.4.4. combined distance of 24". Insulation installed outside Access doors from conditioned to unconditioned the foundation shall extend downward to a minimum spaces (such as attic and crawl space access doors) of 24" or to the frostline. Above grade insulation shall shall be weather-stripped and insulated to a level be protected. For monolithic slabs, the insulation equivalent to the insulation on the surrounding shall extend downward from the top of the slab to the surfaces. bottom of the footing. 106. DUCT INSULATION: WSEC Sections 503.9, 503.10 101. IWDER-FLOOR INSULATION: WSEC Sections & Table 5-11. All heating ducts within unconditioned 502.1.4.7 and 602.5. Floors over unconditioned spaces shall be insulated to a minimum of R-8. Ducts spaces, such as vented crawl spaces, unconditioned installed under slabs shall be insulated to a minimum basements and garages shall be insulated to not less of R-5. than the nominal R-value shown for floors over unconditioned spaces on the energy code application 107. PIPE INSULATION. WSEC Section 503.11 & Table for the compliance option chosen (typicallyR-30). 5-12. WaterPiP es outside of the conditioned space Insulation supports shall hold insulation in substantial shall be insulated to a minimum of R-3. contact with the subfloor and shall be installed such that spacing does not exceed 24 inches on center. 108. VAPOR RETARDER: WSEC Section 502.1.6. Vapor retarders shall be installed on the warm side (in 102. WALL IN,, I,JLATION: WSEC Sections 502.1.4.6 and winter) of insulation. Vapor retarders are not required 602.2. Above grade exterior walls shall be insulated in roof/ceiling assemblies where the ventilation space to not less than the nominal R-value as specified on above the insulation averages 12" or greater. the energy code application for the compliance option chosen. (Typically R-21) Faced batts shall be face- 109. VAPOR BARRIER IN CRAWL-SPACE: WSEC stapled (not inset-stapled), to avoid compression. Section 502.1.6.7. A ground cover of 6 mil black Below grade walls shall be insulated either on the polyethylene shall be laid over the ground within crawl exterior to a minimum level of R-10, or on the interior spaces. The ground cover shall be overlapped 12" to the same level as walls above grade. minimum at the joints and shall extend to the foundation wall. 103. ATTIC INSULATION: WSEC Section 502.1.4.5 and 602.1. Ceilings below vented attics shall be insulated 110. WINDOWS WSEC Section 502.1.5 & Table 6-1. The to not less than the nominal R-value shown for total glazing area shall have an area weighted ceilings on the energy code application for the average U-factor not to exceed that specified in Table compliance option chosen (typically R-38). Where 6-1. (typically .32). The window brand, model and U- eave vents are installed rigid baffles shall be installed value must be shown on the energy code application. to deflect the incoming air above surface of the Any change in windows must be approved by the insulation. Building Division before installation. NFRC compliance stickers shall remain on the windows until 104. VAULTED CEILING INSULATION; WSEC Sections the framing inspection has been approved by the 502.1.6.3 and 602.1. Vaulted or single rafter Building Department. ceilings where both the distance between the top of the ceiling and the underside of the roof 111. EXTERIOR DOORS: WSEC Section 502.1.5.2, sheating is less than 12 inches and there is a 602.6. Glazed doors are considered to be minimum 1-inch vented airspace above the windows. Exterior (opaque) doors shall have an insulation shall be insulated to not less than the area weighted average U-factor not to exceed that nominal R-value shown for vaulted ceilings **limited specified in Table 6-1 (.20). An insulated fiberglass to 500 square feet of ceiling area for any one or thermally broken steel door will usually meet dwelling unit.. (2x10 rafters require High-Density 2 the U-factor requirement. R-30 to meet prescriptive Energy Code.) SEE Footnote 3 Table 6-1 of the 2006 WSEC (attached CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 12 equipped with a whole house ventilation system, which shall be capable of providing the volume of 112. EXHAUST FANS: WSVIAQ Table 3-1: outdoor air specified in Table 3-2. Fans located 4 feet Table 3-1 Minimum Source Specific Ventilation or less from the interior grill shall have a sone rating Capacity Requirements of 1.5 or less measured at 0.10"water gauge. Laundry rooms Kitchens or Bathrooms 114. WHOLE HOUSE VENTILATION SYSTEM Intermittently 50 cfm 100 cfm CONTROLS: WSVIAQ 302.3.2 All ventilation system Operating controls shall be readily accessible. Intermittently Continuous20 cfm 25 cfm operated systems shall have a manual control, as Operation well as an automatic control, such as a clock timer. AllThe automatic control timer shall be set to operate the fans shall provide the required flow when tested at whole house fan system for at least 8 hours a day. A 0.25 water gauge. Fans larger than the above label shall be affixed to the control that reads "Whole prescriptive sizes may be necessary to attain the House Ventilation (See Operating Instructions)." The required flow. installer shall provide the whole house ventilation 113. WHOLE HOUSE FANz WSVIAQ Section 302.3, system manufacturer's operation description and 302.3.2, and 302.4. Each dwelling unit shall be operating instructions. TABLE 3-2 Minimum and Maximum Ventilation Rates: Cubic Feet per Minute(CFM) Floor Number of Bedrooms Area,ft2 2 or less 3 4 5 6 7 8 Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501-1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501-2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001-5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001-8000 125 188 140 210 155 133 170 255 185 278 200 300 215 323 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 • For residences that exceed 8 bedrooms,increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom.The maximum CFM is equal to 1.5 times the minimum 115. VENTILATION DUCTS: WSVIAQ Section 302.2.3, Table 3-3: Prescriptive Exhaust Duct Sizing 303.3.4 and 303.4.1.4. All ventilation exhaust ducts CFM @ Minimum Maximum Minimum Maximum Maximum shall be sized in accordance with Table 3-3 and shall 0.25" Flex Length Smooth Length Elbows terminate outside the building. Fan ducts shall be W.G Diameter (feet) Diameter Feet equipped with back draft dampers and shall be 50 4 inch 25 4 inch 70 3 insulated to a minimum of R-4 where passing 50 5 inch 90 5 inch 100 3 through an unconditioned space. 50 6 inch No Limit 6 inch No Limit 3 80 4 inch' N.A. 4 inch 20 3 80 5 inch 15 5 inch 100 3 80 6 inch 90 6 inch No Limit 3 100 5 inch2 N.A. 5 inch 50 3 100 6 inch 15 6 inch No Limit 3 125 6 inch 15 6 inch No Limit 3 125 7 inch 70 7 inch No Limit 3 1.For each additional elbow subtract 10 feet from maximum length 2. Flex ducts of this diameter are not permitted with fans of this size. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 13 11111me,— 116. WINDOW OR WALL PORTS: WSVIAQ Section Table 3-6: Prescriptive Supply Fan Duct Sizing 303.4.1.5 and 302.6.2. Individual room outdoor air Supply Fan Tested at 0.40"W.G. inlets shall have a controllable and secure opening Specified Volume from Minimum Minimum and be capable of a total opening area of not less Table 3-2 Smooth Duct Flexible Duct than 4 square inches. Outdoor air inlets shall be Diameter Diameter 50—90 CFM 4 inch 5 inch located so as not to take air from within 10 feet of a 90-150 CFM 5 inch 6 inch plumbing vent opening, or an appliance vent outlet, 150—250 CFM 6 inch 7 inch or where it will pick up objectionable odors, fumes or 250—400 CFM 7 inch 8 inch flammable vapors. Outdoor air inlets are not required if the home is provided with a ducted forced air heating system that communicates with all habitable rooms. 117. DISTRIBUTION: WSVIAQ Section 303.4.1.5. Where outdoor air supplies (window or wall 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 %" above the surface of the finished floor covering. 118. MAKE-UP THROUGH FURNACE: WSVIAQ Section 302.6.3, 303.4.2.1 and Table 3-5. If the ventilation system is combined with the forced air furnace, the outdoor air 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. 119. 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 listed. • WSEC:www.energy.wsu.edu/code CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 14 Prescriptive Foundation Details For Typical Light Frame Constructed Buildings Assumptions for this Detail: +Conventional Light-Frame Minimum 1/2"diameter anchor bolts, construction spaced 6'-0"on center and embedded at least 7 inches, (4'-0"on center if +Wood or other light siding over 2 stories)with 3"x3"x1/4" galvanized + 1500 psf soil bearing cap. plate washers and within 12"of each end +Group I,II,or III soils(IRC R405.1) of each sill board. + Backfill no closer than 6" -,to top of wall 6 7" +Walls must be laterally restrained —i tt at the top and bottom of wall + + + + + c + + + #4 Horizontal bars spaced 18"on center. + + + _- ++++++++_r- Vertical bars CZ Top bar must be within 7"of the top of c + + __ at least 2" a- the wall to engage the anchor bolts. E +++T+ + -6P -- rom the inside 0)Vertical bars spaced per the schedule +++++++ - - face of wall o below, or in accordance with IRC m + + + + 6-% but not more Tables R401.1.1(5), as ++++++++-z s=' 3" i 0' m + + + -_ - than in an adopted b� the state of Washington. c + _=_---_• 8"thick wall. Bars must De nooicea at me -`+1+1+l+ _ _ + ,- + + + -_=a--- t- connection within the footing. p + + + + ___--$-=-= + 1- + + _ - Reinforcement placed in concrete Q + + + + _-- ____ _-__= o forms where the concrete will be m T +T T+ �- JD./ 2 -#4 horizontal rebar exposed to earth, shall be at least = a.-- -...0111L44111 continuous throughout 1-1/2"from the edge. Where concrete the entire footing, space is placed agains the earth, there must 77E77least 3"above the be at least 3"clearance. "C" bottom of the footing Minimum Requirements for Foundations Supporting Bearing Walls Number of Floors "E" "A" "B" "C" Minimum Supported by Minimum Stem Depth to Bottom Minimum Footing Minimum Footing Footing Foundation Wall Thickness of Footing Thickness Width Reinforcement 1 6" 12" 6" 12" 2-#4 Bars Cont. 2 6" 12" 6" 15" 2-#4 Bars Cont. 3 8" 12" 8" 23" 2-#4 Bars Cont. Minimum Wall Reinforcement (Grade 40 reinforcement steel) Minimum Wall Maximum Wall Horizontal Reinforcement Steel Vertical Reinforcement Steel* Thickness-(E) Height-(D) 6" 24" 1 -#4 Bar #4 bars @ 48"oc 6" 36" 2-#4 Bars @ 18"on center #4 bars @ 48"oc 6" 60" 4-#4 Bars @ 18"on center #4 bars @ 24"oc 8" 48" 3-#4 Bars @ 18"on center #4 bars @ 48"oc 8" 72" 4-#4 Bars @ 18"on center #4 bars @ 48"oc 8" 108" 6-#4 bars @ 18"on center #7 bars @ 36"oc 10" 108" 6-#4 bars @ 18"on center #6 bars @ 36"oc *Additional options are available for your specific project. See IRC Sectic CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 15 /fir. mtg.., dp...- 0.....r Figure 4: Typical Prescriptive Braced Wall Panel (per IRC Section R602.10.3, Method #3) 4'-0" min. 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 e_______---/plate with 4-8d toenails or 2-16d end nail. ,4, Wood structural panel sheathing • =4minimum 5/16"thick for studs 16"oc. i and minimum 3/8"thick for studs 24"oc. • 4!y 2x Blocking installed against sheathing and • 4N • . nailed to studs with 16d nails. Nail sheathing -- A� ._�_ at 6 inches on center at panel edges and 10'-0" 12 inches on center in the panel field. • Max. — • • • • • • • • • • • if, • • 2x sill plate nailed to joist or blocking with 3-16d nails per 16". M • • i Approved floor system • *� 2x Pressure treated mud sill 1/2" dia. anchor bolt with min. 7" • a • • I embedment spaced 4'-0"on center for a two story building, 6'-0"on center for a a single story building. One bolt within Alriv 12" of each end of each piece of plate • • a • material. 3"x3"x0.229" hot-dipped ... galvanized plate washers are required. J 1 Approved Foundation System, Nail sheathing with 8d common or galvanized box nails spaced 6"on center *at sheathing panel edges and 12"oc. in the field. Braced wall panels(BWP or ABP) must be located at each end of each braced wall line. Or, IRC Section R602.10.11 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 wall line. Additional options mayalso be available, See IRC 602.10 for more information. braced p a table, CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 16 Figure 6: Prescriptive Alternate Braced Wall Panel (per IRC Section R602.10.6) 2'-8" minimum 2-2x Top plates. /Stagger joints 4'-0"min. • • • Nail 16d at 16"oc. 3 < r 2x studs spaced 24"o.c. max. End nail stud <�� }-L� to top plate with 2-16d nails. Nail stud to sill ;;, 3 � plate with 4-8d toenails or 2-16d end nails. . . Wood structural panel sheathing :f;. x minimum 5/16"thick for studs 16"oc. • 4 and minimum 3/8"thick for studs 24"oc. • 4 Sheath one side for single story, or F,,10 rs4,, t,7.,A both sides if on the first of two stories. • k. 1 • { . " 2x Blockinginstalled against sheathingand h + �° nailed to studs with 16d nails. Nail sheathing µ' 'Vf .., to blocking and all panel edes at 6"on center. 10'-0" Max Approved steel hold down device. • . • - Install and fasten per manufacturer's `.„ k instructions. 1800#capacity required for L''''.."1;:4;714:',::,. • one story and the second of two stories, ,. t�' rux _•,24.,„-:;--„,-i„. 3000#capacity required for first of two • stories. ViV • 2x sill plate nailed to joist or blocking • •• with 3-16d nails in every 16 inches of plate. •▪: e. 0. 1/2"diameter anchor bolts with min. 7" embedment and 3"x 3"x 1/4"galvanized square plate washers required. Two bolts — ' 1• i required at quarter points for single •• story, three bolts required at fifth points • for two story construction. _. Approved floor system I M' 1 [ N 1__Li \� Approved Foundation Systen i J J _. * Nail sheathing with 8d common or galvanized box nails spaced 6"on center at sheathing panel edges and 12"oc. in the field. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIbENTIAL PLAN REVIEW CHECKLIST 17 , • Figure 5: Prescriptive Interior Braced Wall Panel (per IRC Section R602.10.3, Method #5) 4'-0" min. for GWB on 2 sides 2 - 2x Top plates. 8'-0" min. for GWB on one side { Stagger joints at least 4'-0" minimum. • - —� Nail 16d at 16" oc. Y1 . 2x studs spaced 24" o.c. max. End nail to top plate with 2-16d nails. Nail stud tc plate with 4-8d toenails or 2-16d end nai 1/2" thick min. gypsum wall board fasten, to all framing with screws or nails at 7" c • - center at all studs and blocking. —Sheathing is shown cut away for clarity. •• - "' 2x Blocking installed against sheathing a nailed to studs with 16d nails. Nail sheat) 101-0" _ = at 7 inches on center at all panel edges Max. � throughout the panel field. - 2x sole plate nailed to joist or blocking - with 3-16d nails per 16" Approved floor system. Double joist and braced wall panel where joists run parallk o BWP. Block between joists where running perpendicular to BWP. •CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 18 Standard Construction Details Handrails and Guardrails IRC 311.5.8 Open Stair Guardrail Open Guardrail I Solid Guardrail Solid Stair Guardrail B' j (B 36"minimum guardrail height C_ for dwelling units,42"minimum Top of guardrail for / for commercial and common stairways, except at / areas of multi-family residential. landings, may have `Bl '////� a height as required \l Stair landing or floor level Railing Opening Limits: for handrails(34"-38") \A , (A)-A 6"diameter sphere l J can't pass through. / Guardrail required at j -A 4"diameter sphere heights over 30" can't pass through. CO)-A 4-3/8"diameter sphere y'/ 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 i and common areas at least "buildings.oroThe Hi extension length shall be at least 12"horizontally ' -11 d —1— I beyond the top riser and shall continue O to slope for the depth of one tread 12" beyond the bottom riserVc7 \ 7 CD Q Typical Handrail Shapes I i }(' _I. O Residential handrails 34"-38" y _ I must return to the wall or terminate in a / balluster or post O1-1/2"min. min. clearance at each end. / Handrail may project a /c O max.of 4-1/2"into • required width of stairs / 1111 ' Grade or floor level Handrail Height and Extensions Wall Clearance Termination CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 19 1111a6— Standard Construction Details Emergency Egress/Rescue Opening R310 34- 1/4" Clear (30" if a grade floor opening*) 20" Clear Minimums A Fixed Pane Openable (Optional) Fixed Area 41" Clear Pane (36" if a (Optional) grade floor opening*) Openable Area 5.7 sq. ft.* 24" Minimum 5.7 sq. ft.* Clear Minimum Minimum v A Finished Sill Height 44" Maximum * 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) v Interior Finished Floor Notes: 1. Basements in dwelling units and every sleeping room below the fourth story shall have at least one emergency escape and rescue window or door opening directly to an approved outside location. 2. The door or window shall be openable from the inside without the use of separate tools. 3. Finished sill height of 44" is measured from interior finished floor level. A step may not be used to achieve proper sill height unless it complies with the code requirements as a landing. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT RESIDENTIAL PLAN REVIEW CHECKLIST 20 Permit Center Dept. of Community Development "$' BjtEMERT 345 - 6th Street, Suite 600*Bremerton*WA*98337-1873 2006 WSEC & VIAQ Residential Prescriptive Compliance Form Permit Number if Known: Owner: Phone: Owner's Address: Builder/Agent: Phone: Assessors Tax ID Account Number: If you have chosen to follow the prescriptive insulation and glazing requirements for this residence, you will need to choose one of the three options below. This choice may depend on your glazing percentage (the total area of glass in the heated areas of the building divided by the total floor area of the heated space.) Check the box in front of the option which you will use to meet the prescriptive requirements: Glazing Glazing U-Factor 9 Wall Wall• Wall• Slab Option Area10: Door CeilingZ Vaulted Above into ext Floors on of floor U-Factor Ceiling Grade12 Below Below Grade6 Vertical Overhead Grade Grade I. * 10% 0.32 0.58 0.20 R-38 R-30 R-15 R-15 R-10 R-30 R-10 II. * 15% 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 Unlimited HIV. Group R-3 0.35 0.58 0.20 R-38 R-30 R-21 R-21. R-10 R-30 R-10 Occupancy Only Footnotes: 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15%glazing option(or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with Note 3. 'Adv'denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both(a)the distance between the top of ceiling and underside of the roof sheathing is less than 12 inches and(b)there is a minimum 1-inch vented airspace above the insulation.Other single rafter or joist vaulted ceilings shall comply with the"ceiling"requirements.This option is limited to 500 square feet of ceiling area for any one dwelling unit. See Footnote 3,Table 6-1 for Batt requirement.. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10,or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material,manufactured for its intended use,and installed according to the manufacturer's specifications.See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material,manufactured for its intended use,and installed according to manufacturer's specifications. See Section 602.4. 7. Int.denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors,including all fire doors,shall be assigned default U-factors from Table 10-6C. 10.Where a maximum glazing area is listed,the total glazing area(combined vertical plus overhead)as a percent of gross conditioned floor area shall be less than or equal to that value.Overhead glazing with U-factor of U=0.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5"are exempt from this insulation requirement. * If you selected option I or II you will need to complete the Glass to Floor Area Worksheet Page 1 of 6 Footnote 3: Prescriptive Rafter Insulation Based on Fiberglass Batts (SF = square feet) Max depth with 1" First 500 SF Over 500 SF Nominal Actual ventilation R-value R-value 2x10 9 1/4" 8 1/4" R-30 HD2 Note 1 2x12 11 1/4" 10 1/4" R-30 R-38 HD2 2x14 13 1/4" 12 1/4" R-38 R-38 I-joist 9 1/2" 8 1/2" R-30 HD2 Note 1 I-joist 11 7/8" 10 7/8" R-30 R-38 HD2 I-joist 14" 13" R-38 R-38 I-joist 16" 15" R-38 R-38 Note 1: Upsize joist or provide an alternative method meeting U-027 Note 2:Refers to high density fiberglass batt or equivalent GLAZING AREA: Glass to Floor Area Worksheet (Required for Options I and II only.) Glazing is defined as all areas, including the frames, in the shell of a conditioned space that let in natural light including windows, clerestories, skylights, sliding or swinging glass doors and glass block walls. Glazing Area is defined as the total area of the glazing measured using the rough opening, and including the glazing, sash and frame. For doors where the daylight opening area is less than 50 percent of the door area, the glazing area is the daylight opening area. For all other doors, the glazing area is the door area. Doors(Glazed doors are considered to be windows)All exterior doors must meet the U-0.20 requirement. Exempt Door: One unlabeled or untested exterior swinging door with the maximum area of 24 square feet may be installed for ornamental,security, or architectural purposes and need not be listed. Overhead glazing(skylights) with a U-factor of U- 0.58 or less need not be listed. Single glazing for ornamental,security, or architectural purposes and double glazed garden windows with a wood or vinyl frame may be exempted from the U-factor limitations, but if so, it shall have its area tripled in list below. The maximum area (before tripling)allowed for the total of all single glazing and garden windows in 1%of the floor area. Glass to Floor Area Worksheet(Used only for Options 1 and 2) Step 1: List the rough opening size of all glazing areas as defined above and calculate their total area. Quantity AREA (# of Total Area Width X Height = (Each) X each) = (in square feet) Add the last column and enter total Glazing Area here (a) Step 2: Enter the square footage of Conditioned Floor Area (heated and/or cooled)Space (b) Step 3: Calculate the Glazing percentage by dividing the total Glazing Area by the Conditioned Floor Area and multiplying by one hundred: Glazing Area — Conditioned Floor Area = X 100 = (a) (b) Glazing Percentage In order to use option I,the glazing percentage cannot exceed 12%. In order to use option II, the glazing percentage cannot exceed 15%. Page 3 of 6 • WHOLE HOUSE VENTILATION USING THE PRESCRIPTIVE METHOD 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 House Ventilation Systems you will be using,and fill in any blanks or boxes under the system you choose. ElOption 1. Whole house Ventilation Using Exhaust Fans(VIAQ 303.4.1) • CFM Exhaust Fan Flow Rating Per Table 3-2(attached). Location of whole house exhaust fan(s)must be shown 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 from 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%inch. LIOption 2. Whole house Ventilation Integrated with a Forced Air Heating System(VIAQ 303.4.2) • inch Fresh air duct,connected to the furnace return plenum,sized Per Table 3-5(attached) • Fresh Air inlet duct Damper Selection:(Choose one) ❑ Motorized Damper(no testing of ventilation flow rates as long as the prescriptive duct sizing per Table 3-5 are met. ❑ Manual Damper meeting Table 3-2 flow rates: CFM(see attached Table 3-2) Automatic Flow-Regulated Device per VIAQ 030.4.2.1#3.(Requires field testing or calculation.) • Outdoor Air inlets shall be screened or otherwise protected from entry by leaves or other material and located per VIAQ 303.4.2.4 • All Ventilation supply ducts in the conditioned space shall be insulated to a minimum of R-4(VIAQ 303.4.2.3) 111 Option 3. Whole house Ventilation Using a Supply Fan(VIAQ 303.4.3) • inch Outdoor air inlet duct,connected to the furnace supply air stream,sized Per Table 3-6(attached) • Fresh Air inlet duct Back-draft Damper Selection:(Choose one) ❑ Calibrated 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. 11 A manual volume damper installed and set to meet the measured flow rates specified in Table 3-2 by field testing with a flow hood or flow measuring station. An automatic flow-regulating device sized to the specified flow rate in Table 3-2 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 per VIAQ 303.4.3.6 • All Ventilation supply ducts in the conditioned space shall be insulated to a minimum of R-4(VIAQ 303.4.3.5) 111 Option 4. Whole house Ventilation Using a Heat Recovery Ventilation System(VIAQ 303.4.4) • 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 3-2.Maximum rates in Table 3-2 do not apply. • Outdoor air inlets shall be screened or otherwise protected from entry by leaves or other material and located per VIAQ 303.4.4.4 • Ventilation Supply Ducts in the conditioned space upstream of the heat exchanger shall be insulated to a minimum of R-4(VIAQ 303.4.4.3) -> THE FOLLOWING ARE REQUIRED IN ADDITION TO THE OPTION CHOSEN ABOVE: • 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 timer 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. Page 4 of 6 • REFERENCE TABLES Table 3-2: Ventilation Rates for all Group R Occupancies four stories and less * Minimum and Maximum Ventilation Rates: Cubic Feet per Minute (CFM) Floor Number of Bedrooms Area,ft2 2 or less 3 4 5 6 7 8 Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501-1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501-2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001-5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001-8000 125 188 140 210 155 133 170 255 185 278 200 300 215 323 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 • For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum Table 3-3: Prescriptive Exhaust Duct Sizing Fan Tested CFM @ Minimum Flex Maximum Length Minimum Smooth Maximum Length Maximum Elbows 0.25"W.G Diameter (feet) Diameter Feet 1 50 4 inch 25 4 inch 70 3 50 5 inch 90 5 inch 100 3 50 6 inch No Limit 6 inch No Limit 3 80 4 inch2 N.A. 4 inch 20 3 80 5 inch 15 5 inch 100 3 80 6 inch 90 6 inch No Limit 3 100 5 inch' N.A. 5 inch 50 3 100 6 inch 15 6 inch No Limit 3 125 6 inch 15 6 inch No Limit 3 125 7 inch 70 7 inch No Limit 3 1. For each additional elbow subtract 10 feet from maximum length 2. Flex ducts of this diameter are not permitted with fans of this size. Table 3-5: Prescriptive Integrated Forced Air Supply Duct Sizing Required Flow(CFM)Per Minimum Smooth Duct Minimum Flexible Maximum Maximum Number of Table 3-2 Diameter Duct Diameter Length' Elbows2 50-80 6" 7" 20' 3 80-125 7" 8" 20' 3 115-175 8" 10" 20' 3 170-240 9" 11" 20' 3 1. For lengths over 20 feet increase duct diameter 1 inch 2. For elbows numbering more than 3 increase duct diameter 1 inch. Table 3-6: Prescriptive Supply Fan Duct Sizing Supply Fan Tested at 0.40"W.G. Specified Volume Minimum Smooth Duct Minimum Flexible from Table 3-2 Diameter Duct Diameter 50—90 CFM 4 inch 5 inch 90- 150 CFM 5 inch 6 inch 150—250 CFM 6 inch 7 inch 250—400 CFM 7 inch 8 inch Page 5 of 6 • SOURCE SPECIFIC VENTILATION (VIAQ 302.2) Source specific exhaust ventilation is required in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa, and other rooms where excess water vapor or cooking odor is produced. Source specific ventilation systems must be controlled by a manual switch, de-humidistat, timer or other approved means. Controls must be readily accessible. Ducts must terminate outside the building. Exhaust ducts which are designed to operate intermittently must be equipped with back-draft damper.All exhaust ducts in unconditioned spaces must be insulated to a minimum of R-4. Terminal elements must have at least the equivalent net free area of the duct work. Terminal elements for exhaust fan duct systems must be screened or otherwise protected from entry by leaves or other material. Table 3-1: Minimum Source Specific Ventilation Capacity Requirements Bathrooms Kitchens Intermittently operating 50 cfm 100 cfm Continuous operation 20 cfm 25 cfm Please be sure to note the locations of your source specific fans on your construction drawings and include the cfm rating you plan to install. MOISTURE CONTROL (WSEC 502.1.6) In order to help prevent moisture from collecting within the framing of the building, a vapor retarder must be installed to minimize vapor movement through what is called the diffusion process. Components of the house requiring a vapor retarder are: - Floors between heated and unheated spaces. - Walls-on the inside (warm side in winter) - Ceilings averaging less than 12 inches of ventilated area above the insulation to the underside of the roof sheathing. Check the appropriate boxes to indicate which method of interior vapor retarder will be used to meet Moisture Control requirements: MATERIAL LOCATION Exterior Grade 4—Mil Clear Vapor Retarder Paint Not required if ventilation space Plywood or OSB Backed Batts Plastic 2 (1.0 perm rating) average 12"above insulation Floors N/A N/A N/A Walls N/A N/A Ceilings N/A 1 Backed batts at walls and ceilings must be faced stapled. (Paper should extend over studs or rafters towards interior heated space) 2 Plastic is to be applied on the interior face of studs,ceiling joists,and rafters. (This does not replace the requirement for 6-mil black polyethylene(plastic)to be laid over the ground within crawl spaces. PRESCRIPTIVE HEATING SYSTEM SIZING Chapter 9 Prescriptive Space Heating System Sizing has been deleted in 2006 WSEC. 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 listed. WSEC: www.enerov.wsu.edu/code Page 6 of 6 Permit Center BDept. of Community Development 345 - 6th Street, Suite 600*Bremerton*WA*98337-1873 2006 RESIDENTIAL ENERGY AND VENTILATION CODE PRESCRIPTIVE COMPLIANCE - Wood framed Construction New residences and additions to existing residences are required to be constructed in a manner that complies with the Washington State Energy Code and Ventilation and Indoor Air Quality Codes. Although designated department staff members will help you with general questions about completing this form, it is ultimately your responsibility to provide detailed information about heating systems, glazing, insulation and other requested building specifications. Since these forms will be evaluated for completeness and accuracy, you can avoid unnecessary permit delays by carefully providing all required information. The WSEC & VIAQ prescriptive compliance form must be completed in its entirety and submitted with the building permit application. Your construction drawings (plans) should reflect the insulation values and window U-values that have been selected on this form. Keep in mind that R-21 Fiberglass Batt insulation will need stud widths of at least 5-1/2 inches. Ventilation of the roof framing members is very important and required by the International Building Code and International Residential Code except where rigid insulation is placed on the roof deck. Failure to provide proper ventilation can cause framing members to become damp from heat and cause rotting or insect infestation or both. You will need to plan your construction so as to provide at least 1 inch of airspace above the insulation in vaulted ceiling locations. Vaulted Ceilings are those that have no attic space above, and the insulation lays in the rafter cavity between the ceiling covering and roof sheathing. So as not to compress the insulation and allow for the proper air space in a vaulted ceiling, you will need to use these minimum rafter sizes with the following insulation values: Insulation Type(Fiberglass Batt) R-30 Normal Density R-30 High Density R-38 Normal Density R-38 High Density Nominal Rafter Depth Min. 12" 10" 14" 12" Be sure to check you construction drawings (plans) to make sureyour roof framinghas been designed to 9 9 accommodate the required insulation values. Please note that scissor truss roof system is not defined as a vaulted ceiling and requires insulation to be consistent with that of an attic roof system. All insulation (including floor) must be placed and, if necessary, held in place so that the insulation will remain in substantial contact with the surface closest to the heated space. IF YOU ARE UNABLE TO COMPLY WITH THE PRESCRIPTIVE METHOD, YOU WILL NEED TO COMPLETE THE COMPONENT ANALYSIS FORM AVAILABLE FROM THE PERMIT CENTER, OR YOU MAY HIRE A PROFESSIONAL TO COMPLETE A"WATTSUN" (Washington State Computer Program). r . General Requirements The information here is provided to assist you in the construction process. Items listed here will, when applicable, be checked during the inspection process and are subject to field correction. 1. Radiant slab insulation shall be R-10 and extend under the entire slab. (WSEC 502.1.4.9) 2. Slab on Grade insulation, when installed inside the foundation wall, shall extend downward from the top of the slab for a minimum distance of 24 inches or downward and then horizontally beneath the slab for a minimum combined distance of 24 inches. Insulation installed outside the foundation shall extend downward to a minimum of 24 inches or to the frost-line. Above grade insulation shall be protected. Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. (WSEC 502.1.4.8) 3. Thermal break(s): R-10 insulation shall be placed in the slab between heated and unheated spaces. (WSEC 502.1.4.8) 4. Exterior slab or wall insulation shall be approved for use below grade. (WSEC 502.1.4.10) 5. All structural panels such as plywood, oriented strand board, particle board, and wafer board shall be labeled "EXPOSURE I", "EXTERIOR",OR"HUD-APPROVED." (VIAQ 401.1) 6. Insulation baffles shall be placed in attic / ceilings to maintain at least 1" ventilation space and extend at least 6" vertically above Batts or 12" vertically above loose fill insulation. (WSEC 502.1.4.5 and IRC R806.3) 7. Glazing efficiency: Maximum allowed glazing area shall be as calculated on Glazing Schedule and per Prescriptive or Component Calculation Form. (WSEC 502.1.5 & 602.7) 8. Skylight walls shall be insulated without compression to the required wall R-value. (WSEC 201, definition Wall & WSEC 502.1.4.6) 9. Doors shall meet U-Value as per the Prescriptive Options Form or Component Calculation Form. (WSEC 502 & 601) 10. Standard air leakage caulking shall be installed in the following locations (WSEC 502.4): a) Wiring / plumbing / duct register penetrations b) Rim joist / mud sill (heated lower floors) c) Light fixture / flue penetrations d) Around window and door frames 11. Recessed lighting fixtures shall comply with one or more of the following (WSEC 502.4.4): a) IC rated, with no slots or holes in can, caulked or sealed between can and ceiling. b) IC rated with label certifying an ASTM E283 tested air leakage _< 2.0 CFM. c) IC rated fixture enclosed by a 1/2" gypsum board box or constructed from polymeric vapor barrier, or other air tight assembly for this purpose. 12. Exposed foam insulation shall comply as follows (WSEC 502.1.4.10): a) Protected with metal or plastic flashing, or other suitable material that extends below grade. b) Insulation is approved for sub-grade, exterior use and properly installed. 13. Airflow between fresh air ports OR openable screened windows and whole-house fan ensured by undercut door (minimum 1/2"), or grilles. (VIAQ 303.4.1.5) 14. Open-blown or loose-fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3 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. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. (WSEC 502.1.4.5) 15. 6 mil black polyethylene ground cover shall be laid over the ground within crawl spaces and overlapped 12" minimum at joints & extend to foundation wall. (WSEC 502.1.6.7) 16. Where required, insulation shall be installed with clearances according to the manufacturer's specifications.(WSEC 502.1.4.3) 17. Attic hatch shall be insulated to required ceiling R-value and weather-stripped. The attic hatch may not penetrate the garage/dwelling fire-resistive barrier. (WSEC 502.1.4.4) 18. Attic access shall have wood dam or equivalent to retain loose fill insulation in attic.(WSEC 502.1.4.4) 19. All exterior doors (except fire doors) shall be weather-stripped. (WSEC 502.4.3) 20. Heat pump thermostat shall have programmable capability. (WSEC 503.8.3.5) 21. Thermostat shall be provided for each HVAC system with a range of 55-75° F when used to control heating only, 70-85° F when used to control cooling only, and 55-85° F when used to control both heating and cooling. (WSEC 503.8) 22. Cold water piping in unheated spaces shall be insulated to minimum R-3. (WSEC 503.11) 23. Hot water piping shall be insulated per Table 5-12 of the Washington State Energy Code in both heated and unheated portions of the building. This will typically be R-4 minimum for Domestic and Service Hot Water Supply Systems and Hot Water Heating Systems. (WSEC 503.11 &Table 5-12) 24. At least one thermostat for regulation of space temperature shall be provided for each separate system. In addition, a readily accessible, automatic, or manual means shall be provided to restrict or shut off heating input to each zone or floor during periods not requiring heat. (WSEC 503.8.3.1) 25. Mechanical ventilation system shall have proper timers, and/ or switches. (VIAQ 302.3.2) 26. Automatic or Manual Dampers shall be placed in ducts as required by the VIAQ. (WSEC 503.10.3) 27. HVAC and Heat Pump Duct Insulation supply, & return air ducts outside the conditioned space shall be minimum R-8 except that R-5 may be used when duct is placed in a cement slab or in the ground. (WSEC 503.10.4 and Table 5-11) 28. HVAC System design shall provide a means for balancing air and water systems (WSEC 503.6) 29. Hot water heater(s) shall have : a) Separate power, or gas shut-off (WSEC 504.4) b) 1987 NAECA Label on tank (WSEC 504.2.1) c) Temperature setting <_ 120° F (WSEC 504.3) d) Non-compressible R-10 pad (in unheated spaces or on concrete floors, electric only) (WSEC 504.2.1) 30. Swimming Pools shall have: a) Readily accessible ON / OFF switch (pump, heater) (WSEC 504.5.1) b) Pool cover (WSEC 504.5.2) c) Piping insulated to Section 503.11 of WSEC (WSEC 504.7) 31. All fireplaces shall have (VIAQ 402.3): a) 6 square inch outside combustion air supply duct w/ accessible damper directly connected to the firebox. b) Tight-fitting glass or metal doors c) Tight fitting flue damper 32. Solid fuel burning appliance(s) shall have (VIAQ 402.2): a) Tight fitting metal or ceramic glass doors b) A source from outside the structure of primary combustion air, connected to the appliance as per manufacturer's specification. The air inlet shall originate at a point below the firebox. The duct shall be four (4) inches or greater in diameter, not exceed 20 feet in length, and be installed as per manufacturer's instructions. c) Approval of the Department of Ecology and certified and labeled in accordance with procedures and criteria specified in the State Standard 31-2. 4.1 ,:r 'WASHINGTON STATE UNIVERSITY VEXTENSION ENERGY PROGRAM Ventilation System Operating Instructions Controlling Whole House Ventilation System Using Exhaust Fans' Your new home has been constructed to use energy efficiently, moisture while maintaining a healthy indoor environment with a good sup- reduces the ply of fresh air. To help you achieve these benefits, we recommend that you take a few minutes to read these instructions. cause of many Your home has been constructed to the requirements of the Wash- molds and ington State Energy Code (2003 edition) and the Washington State protects the Ventilation and Indoor Air Quality Code (2003 edition). This means your home and the ductwork of your heating system have been well finishes of sealed, which limits uncontrolled exchange of air between the indoors our home. and outdoors. The amount of fresh air provided to your home is under y 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.) 1 .11... .,..il 6 Whole-house fan- ryol � �� .s _ ---,Spot ventilation � � 11111111►1� *--;------.......,,i.fan at kitchen AI Whole-house - fan control —• II 4 Spot vent fan p controls, IIIIIp41411144%11 ,,� minimum liaj — -- -- rt per fan rte' i IMMIWA Spot 1,C?\ 5 '� ventilation 6 6 t - Undercut doors a fan at bath •• ' 6 6 mE1 i inimum of 1/2" Jr and laundry to permit air flow with controls ) Igir t - - --1% o`�0 L 9 S�� Figure 1:Ventilation from Spot Fans a Ventilation System Operating Instructions Page 2 , Thep `Y urpose of spot ventilation is Recommended to control excess moisture, odors, or cold climate confriguratton,or chemical byproducts at the source. out gable end It's far more effective to quickly illikil eliminate moisture and pollutants ..ad llnnunuui.nurnin►►m,,,,, when they are created than to allow Alin "_ them to dissipate slowly over time. A.r + Controlling moisture reduces the R-4 minimum cause of many molds and protects duct insulation Whole-house fan the finishes of your home. Control- within 4'o"of ling odors and chemical byproductssintakeone requiees rating less reduces any health hazard that may than 1.5 (—ventilation be associated with them. ' ta17 It is particularly important to aper- VI .\`ffi Orate your kitchen fan if you have -Spotvent Windowh:} control, a gas or propane range. As well vent I minimum as removing moisture and odors Whole ,• I ( 00-L. 1 per fan houseI '. created by cooking, your kitchen fan • Through- control /-7 j01 r wall vent exhaust fan removes the unhealthy j�� .rill • byproducts of combustion, includ- Spot VISAS _Undercut ventilation .I�._` doors 1/2" ing carbon monoxide and nitrogen fanwithJ to permit oxides. control ■' �� IrIP, air Flow Recommended spot fan ii i\i\ii\; ii ii/ �i`i ii�i/ ii ii�i ii ii iii�i i i \ii\�i`�i` operation :i���i�ii<::\ \,,,, �\��,/iii..,\�i���i%(,,,,K�i\�i�%i�ii�� i���i ��i��ii�A: • Turn on the spot fan when- :!i..!r...!....!i..!i.\..........\...........,\..............\..\....!r,�...��!iN!r:�\...N%i,.%i,�ii�\ \,,,,!r: ever moisture, odors, house- Figure 2: Whole House Fan hold chemicals, or combustion byproducts are present in the This fan is controlled by a 24 hour timer (see Figure 3.) room, such as during showering, To change the ventilation rate in your home, adjust the washing clothes, or cooking. g timer to increase or decrease the amount of time the • Since moisture vapor, odors, and exhaust fan operates. combustion byproducts tend to linger, run the spot fan for up to When the ventilation timer calls for ventilation, the 60 minutes beyond the activity whole house exhaust fan turns on, pulling air out of that produced them. Whole house fan ,`u cul 44 Your house has been equipped with '��,.r e a whole house exhaust fan. It is �ti�1.�_ TIME OF DAY similar to a common bath exhaust �� c •—ON/OFF PINS fan, but is required to meet more ij��N��"`\‘ - stringent requirements for air flow - and sound control. It may be locat- o ed in the bathroom, a laundry area, T •t° - AUTO: RUN TIME BASED ON TIMER or in the hallway (see Figure 2.) ON:CONTINUOUS OPERATION Figure 3: Typical Whole House Ventilation Timer . e t • f • Ventilation System Operating Instructions Page 3 • your home and drawing fresh air in • Use the manual control to from outside. If your home is turn the system on when large equipped with fresh air inlets groups gather in your home. it is IMPORTANT that you leave these inlets open. To get the maximum • On very cold or very benefits of the windy days, it may not At the end of the cycle, be necessary to run your the timer will turn the ventilation system, whole house ventilation fan off. you'll want to adjust system that day. the timer to suit your Selecting a Whole own schedule. House Ventilation Additional Schedule Information: Your contractor has set the For more information on timer on your ventilation the Washington State Energy system to provide a minimum of Code, or the Washington State eight hours of ventilation per day. To Ventilation and Indoor Air Quality get the maximum benefits of the ventilation Code, visit: www.energy.wsu.edu/buildings system, you'll want to adjust the timer to suit your own schedule. Endnote ' "Prescriptive Requirements for Intermittent • Run the system more when you expect to Whole House Ventilation Using Exhaust Fans," be home, or when more people are expect- Chapter 3, Section 303.4.1, Washington State ed to be in the home. Ventilation and Indoor Air Quality Code (2000 edition) [effective July 1, 2001], Washington State • Set the timer to cycle the system on and Building Code Council. off for short periods. For example, 10 min- utes on, 20 minutes off. Managed by: Funded by: OF WASHINGTON STATE UNIVERSITY 01.1.4T�� United States EXTENSION ENERGY PROGRAM I!, k R r Department of Energy 61'4TEB OF ©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 A NORTHWEST commercial product. Please reference by title and credit �� ENERGY EFFICIENCY the Washington State University Extension Energy Program. j ALLIANCE Published September 2002; updated September 2005. www.nwalliance.org WSUEEP-02-107 a4 o `_`\) `' CSL + \ .- c� \-7' C ` A, �� ,,„ , A \r)..L Ck ,3 • 0 b t -r--) '� •` ILI N -. '--,„ U r1 , \ l \ -16 c\ 7!1) k..,., _I- k\\ • , ri I\ ' -- . lia v \ik ..\ . ,.. . ,._ _ _., c_., -, '' \Cr: . (.- --- ,,, „ V i� fir., Z „, „\./ N " (\li / /1( 17 I . /-- ! 1 I rr) 1 E-7 L. cf k3 7..t u iks 1-:i, : \-'--;t, i.-- f\J --..... ....i v - J �j `141 l'9. � ! ` \--..(..1) s\s-.)1 I ', 4 1 , _____ �._i , c,_M1 ! JJ Q 1 (s U .?i`,1 ' "-' v Ess ---,---..c- k \ ,,,i. 7, w �J �� z.- - ? PAST DUE ' ' , • Your tax return is now over 30 days past due. You are required to file a return even if you had no revenue to report. Be sure to include the penalty amount with your return. The penalty schedule appears on the back of this form. • y 4 ' tic-V� I or A < Loi- 7 - 011-00 Vel of permit..The issuance or granting of a permit shell not be construed to be a permit for.or an approval (� I S �'X Sa J of,any violation of the ptovtslons of the International Codes ar any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel cp ��(�� .�5 �a � the provisions of the International Codes and " dinances of the City of Bremerton shall not be valid. BC 105&IRC 105.4) _I I !,- CHANGES U'.T BE APPROVED PRIOR LdL�f Tl`` PERFORMING WORK DUST COMPLY WITH ALL WASHINGTON STATE CODES Pans Include pages of i Lateral ■ ertc engineerin• ocuments that must remain att-chid I to approved plans. MO'' I.t .. t-`. Sae attached engineering fog shearwall&holddown � locations and calculations City of Bremerton • APR 2 8 2009 IDepartment of Community Development I C-rc orhe4 t `��,•,,crI t ) 4+Av t"rt• L` 's �a dF 8pF�F9 17 JUN � VFX , NO4 299 r,By.. fi47 r, Q2 I '—'— UNITY tl 1 I } ! I ; 1 I I I # i i j_ hI --1f , I I I — -�i_- _._- I 1 i i i ! _ — — S I i ; I 1 • ; ' 1 ! 1 _ i 1 E I ! ! ! I—r- 1 _____,r______,______.___ __ 3 ! I i j j ; 1- - i (—__,L_ ,q _ I _ _— F I a ____L.- 1 I i ► I I �---a— I 1 I ! ! ! ! i i i f i I ! I� I — ! — I f I '4If I 1 ! i i 1 -- i I �;_-- I( f i 1 , , - i...- 1 . i 1 _ _{ C, _ i I f LL i i (,) F----1-1—f—illili° L 4 I a r I , r ,, : , i , p i , 1 , I 1 ! [l ! ! i i — S ! ! I i I I l ' I ! $ t t 1 i i I f w I ( 1 f ! I 1 1 ! fi� ( { ! sI I ! 111 1 1 ? I I. 24.1 ! I 1 I I - f - 1 —_i I 1 r I �— jI ! I I I T i ! - -I ! 1 t .,-1 1 i 3 - _I 1 1 f +1 I { 1 � ' ± i i 1 1 i 1 I j I _ i i — 4 i 3 , r 1 i I I I f • ; I ? j , , a i I , 1 7t It t w ! i H- - I �: J °,o• M-ice£ y~os , 1 ! , anti, . g. — ' ; �— 1 , I —i !NA till - 1 I - R i T i 1 I !. rt"�, 1..i 1 i I ! i i A i i i I `0. As,#, i ! i i, 1 I f ! n 44;4 i 1 ! i _ iii 0_I ? I I —1 —! �_ , 1 j i _� 1 I 1 i t 1 11 • y„1 s T i A,J 1 r i.e.V = . - ----_.. - City of Bremerton APR--28 2049 - . Department of .i Community Development 3 .-Zik. . ' �`� C.:`71-a a. 111 '^a♦ e - 4_. u ..L......._9: t,,,.....: , __--- _:.. �-..... _,• --may 1 o„a-5-.70,)01. p_ , . - - it qt[ 14, 1„L r. .. 1. I Y a_ .. 1 io61 _ . • coe5t 11 - 1 I 114, ! • I 15 . . . . RECEIvED City of Bremerton rn A „PR2 8eve21,p001 Department of CommuntyD i 50j4 3Cbt S 4 . it L .. __ ‘ he-' I ,,. i g, . ..._ , .. 1......_ i. ...,• 5 , ... RECEIVED City of Bremerton __. ....___ APR 28 2009 ______. r Department of Community Development i I ...-..-- -. 1 .. I I i 1... 1:----lit I t i 4 , i t < i Ag I g i I...,..,1.,,•st t / / i t 77...... , d ' it41114' A --,...,,... ',.. ‘sa. 14. --,..--- I • 1 00 co g I i�. il o 1 1 / i / 1 4 O 47 1.R .- r--.1_ 1 MOil . . _ _. . _ . i . • i , i ,t'ER . 1 . {C3h _ r„` F 1 1 a. -.._ "..._ -. t Sg' "i-z ti cz\-,,-100 , i _ -' - /• , - 'A ` !!tf 1- .1 r• a ' T 1_ i 1 i If 11. it , ! I °Qt , 01 Y -rr, r : f _ --_ H , 1 . A i A V { 1114 1 i i i /N. t Z - V ----- i r r - - i i i i -'c\--OO-n �` c-ra. I E RECEIVED 15 ( City of Bremerton "` s ` APR 2 8 2009 Department of Community Development �, — — 13,(x' Ft 5' 3 oh .tr ptalx. co, o 9 ' &' -L� w 4.„ x Segp EL (1 Wt G .7,V!akjiadaur a3%Loi rclour" I, b3 ; >iN4 Cz , .h ti ;, its` - ,:. • c I .t,, Ix' 1 - Vizi.- endow e ttn -.i.— J a t 1,,r/ ' I I 6 it. �6,� c Ji.) 1 aAt..-Ftt.b I v 4 .. • • ,. � �_ �, .34." - • cos►+^CCni'd: v.)1 No v !_Jlmit,u0 aiNk.ow t __ 20,E 0 V RECEIVED City of Bremerton APR 282009 Department of t_amm tyDevelopment PCLN ------- - -- -- 11 . 4 O l � Q7 J G t o if1I. �0 '9/ o® \-'. � {9� y Gl-v/-,-/ y dog--ti\ 0�4 _ '4 . _ --t - 1 i, t. . ►i �- LP ,L - - H '‘ 'yi ` t --,_ � > + + h- ems rD W _, ,:tit. # --1' - ''',- "?‘‘"'-- - - ' I- r L ,, , , _ '4' ' ' 1'4 ' , , � 4 ;QG i l ar. _! X N . _ 1k- ct4 — — `� i ��\>,7 -—: +��' 7 � t �-�:. . __.. �2- <n� , �-�- � `^tel` 1u -Z. 41; '' - i„.....1. I o o 1 ' qZ 59. X r 710 , . 4 ' , t __. _ , t ky ; - • qi.iii-' -- boo-e. ot-75 o n ,. , . /ji A yrs : lD ', ART ANDERSON HILL (Jl��i 1'�. Lt�`{ `� 't`� rrctr , 'dal ASSOCIATES 4 q Ci ifjw-0,/ 6 l' ' 202 PAORC/ARAM BPIPARITCN,WA 963.37,(3Km 479-56(X) SHTfl-77 S 76 #,Z45; &Ay ceir, • .)1 eikr:MPeTeM to 0'5 = swww; P = 30P ; X8 P' 1../v6 L/( ) .7- 40 r5 RECEIVE City of Bremerton APR 2 8 2009 Department of Community Development ‘,1cSR. L of WASH/ AT //r41$riz, cs;,k 't 4p18410. � tpif" O, G1sT6 SSiONA4 EN � i , , „ . . Ar.,. ,y���uK b•;��az TASK DATE1. J -. 3RdRdel9DRt: t ART ANDERSON TITLEVpli; FAI ,,af r � PREP,�j , lip.-4-,� ASSOCIATES 202 PACIFIC AVENUE,BREA4AION,WA 98337,(360)479.5600 SHT j 0.41 ,„, -.::,;,t;;Oriall. 4_,mobv‘i !~%>V... f F� '0 f,:l F , p5,.:: 0.-7<,c) .t,.NxC r' ce_ r.p ;cy5: 1, j ; T =1,0 , c5- 0 1 `l.71#f-f0:q'3,C 'a Coo. 4. = l F F F"Loc-2 LL4o vL. --i5 F'�o„ .,101';1-4--e, " 2>' Z4 /4Ax 5PA PI 7:-7n (Fir- r/.) ai4,a' 1 - alAx 504'4 - 1-01f 4> k gra p .(ep—i-)0 :: 2 fiLJ` r' r) = I� x1706 - i 7i` ' ° 77"4 c.=-7. ,./ lig , K= l G+ �- ,`,57 .-a,'lj` '� 1-7;:i-0 Mx`{t A_-s r^ � f M"`�7 f /s (/` ,/ ..-, h. -a is M Y / • f� �' ,/,47,1-- , • Lu: Vf , 9 x621.1+15) _- 3-1. fiL L.: ` .r X1 M Pz rl214,1 .4.X 107. 49'91 MAX polls- F1.09g = 5 x4 noF c,(� 1 �F oc-1= = -%;8,1,x(::/7. V z5,7F- 53 4 i . 7e7 it VL/10FT6- 1<,,A i-,),),--i 1 ;= 12p4r1(3'f- i -1=r 23'x.6,68 -lo-t9::: i y34' (�?)F/`;A Ii�F-- I ,f /s�lc1t . r, `V-- y ) 6 i, .: : ind PI i t,i ( 0 a 5:-',. *--.1 r-----H i _ s e Li , - 7 -rk+rte 1 S , T w *1 01C y_� L i —1 111 1.„,E.€2.1'ilti.t4 1-16.4 t. .1., CP -7 c 7...._ _1._..” _ ,.,-.-----Thw ih. 1 i c''.41'; 1 -...-.-;--- I r) /11/ 1 / ÷7 — mit r ( t 7‘. 1 _ 4til ., itzm ."ss„, S. . , IV>) I, , 4 t Q ---1---------.77 11 p ...., / , , i t 4 Nt i .4 r-mi kii -cu.._ I 0 "t..i t .k.: irl. . , .— _ — \ t. ( Ei FL'1 . Ei 1 1 r ' It- T l' r:--- --b. T We -i -) (O W - O) Cn A W N 1 O 7310r � 66 � E: * -_Icn cn0 m1J Dm oocn * 0 0o -om0 Ocn --110270 C» - DD 00 � � = m � 0 mm > zz m0 r0 : Z5zccn � zO ° 5 OnOm > crni z Omni < '- 71 < mrnm TWO xir- rO m < 0zi m � 05 Z � < � G_ C� C0Z � czi) co c) m � o m OO � z GO 2! comp = z 7) m0 OH —I O r0 cnrn � D —i * j I mm coWrn -4rn DO 0 -v Dm — D apZZDZ77 00z r70 m cnry o m —I W I rnr 00 Z5r rnn zcnC C � rn � arpzm 0 II X C � on r- rnwrn0 z � � 0) 00 0rn3D000O c) ,\ 66cn D oD cnO0 � C w > --I —IDy Hm - < C — Om •r0 0 0 co - , , O5P cnmm0 O � � O O zzm --f > D _1 I- > � m �7 (-) OW O rncn D 7jr ncn ii co = z = z x - Om � � DO - r c a, > CC � 0 z -n � Oz oo n zm Cmcn °n0 � pm0 OOcnD � ,Di „ cn Dmx o n - �, HrZ › � cn z m z 0D Cn � � � mz0r- cn0EZ71 = m O = zz c \ = %UO Duk ii m • • O ') 7J 0 n 13r mmcD mmmrn -1 7) > Om x �-- ��` 0i0m 0 " i 0 z 7J � 0 Zo? 0 ! Ozz O0 —Iz _1r r0 D �T , > 0Wao * � � 0 � m 00 O mm D`-Q XP < � - *73 70 7D coo 00 � z � C Wm x rz r C — � c_n � mco —� mO — z = m0 ��, Dzn� � = m Cn -n —I 7) K rn 0� rn � � � cncnz —Im D —I O a`_ z —I1 I M7) cn m � 0mw ii nmrn z5. -lam � � D � m Q �, ,��,�a ST7r�9� m � Dm 0 ---11: M7) m - 0 700x ( ..FI znno � � zD mn co yy o rich z73O mZ -P F -<< ); m -o D � mO m1m0m zr zo .e 0 DOm � 0 ' 0) z D r co o - r z 0—' 'e� 1 X z -iXJ 70 - W CO 0 � 0 * R W W T r D Z 0 � � C � � U \ • r z0 � -nl mm � Oz m -zI = O —ID OcnOcO = Fzz PF ` A.Z. OC co —I cn N� rn rn D � z mo � o I' 2 O n — m c o O 7J � � m Nr N D � � CnW '1, `y 'sir H m C cn cn o w mar° m m m 0 FF. � r = X • O O -0 m 0 o `�L m m X o � m z CD Sit -h ‘4 g T, m g _ t' NOVAK FOUNDATION REPAIRS o » z 0 IF ° 2452 E. PHINNEY BAY DR. $_ m a �� N 1 I i F F BREMERTON, WA m , c I Nyn � V A Z 2, M A 1 51011 T 11 ,�F ..a...»r.,:. a+..;a.n,,•..r..,.:.-KG}r•,IMtatK..r_.,.v... .•.n-reu,wsaoerw..w,:na...-.x...,� APDIT/014 - 1 et Iw � � I Inr I 4) It I Ii") � � „ , . I i> i • 1 i� O 1 ....t7-:--I ” . - / ,,,, ..T. 1 , ° _ reI .� C _. !---i -,[..- X i ! kr k ,,,,,,,,wiE. 6 �� I iti‘611 V � I � i____ .irs, ,.. ...... _ ....... ... , ...1_,...._____________.... ....... ..._,...._i ., L...._ ...._ __. ___ ___ __ _. _ __ _ _ _ ,__ . 4,_._ .5„6.. 4 1 t. —t tit TIT Ft z I:e r)1't-4 tt,i4 1 6 14)14 "_"; I I N't,.' qt..-- . , AN, • I V\ I 1 ( ‘..; ,... t 1 411-'iiiikb — . \1A --.) 0 .. .:,.7- ..., i L-.. L-, r= . .. . \c,...i_ ; i t i,... \\\ ,,.11-1 ,-,., r Q . IN n1 ' " k b ......... vk 0- ,sr,. , ,-, ...„---;.,,,,,,- -, 9 '. li IEC\I I1 r g ir i ) 4,....x stiz 11 i g { I F r a+"'t GJ 104 1 E '' to tmen I;CCYY r # }sL.,... k, 1 I 11 - -I---- I _ _ 4L, , i I , , . , , . • ...,,, 1 sI rs I / , _....... E tea`"' -a .i ,t; I/i t ± I F ! " .4. -1 Nu ( 14.....i ?�_��, -......_ ,, _ \ f 0 C. . • ���4 ' ST7T 4-, f SI. �4 '�� �� 4' u) �y n Z yP? ,- ,It ) y ?3 g `� 13 R PiP Pv F, r• p C71 CC) Cb ,.•(-7.) ' 1 Q 0 CG 0 td F'7,--,±] ♦ NOVAK FOUNDATION REPAIRS umo M Z 2452 E. PHINNEY BAY DR. _ m s '�\ i BREMERTON, WA : y -4 iiø O A Z N ct —/ , it., _v c-- T, , , 1 --. % ci----) i ! \--k _, ,, ,. ,,..., ....,......., ,,, 7. , i , _, ___, k, cmc ,.., t ; , . 1 _Y- so.< -- •st- _ ,k\,, „..,. r) ) 1 ---- '.1 j6")., , ;fid \'I-'\, \4 .Nil r•-•.) U � I N -, u r‘1 1 ) \ 'N.-.-4 ° ))8 ) t' . t '\ \ 1/4, I c.N. ,":‘, j '. (. \\ r.� - rl -1, tk. l'i. ‘1 \t / C - i- , \ j Nj ) Qi.) Z NI V : / :/ - Li p Q Q, ,, ,__ ... / 'nom,_ i. ...... , '1' , ,) „ - , ,- ._...., ,, , -'---1 ' ......_,, ,,,) c'''-/ ...1-).._ , -- :)- (,\:2l� t CT e- , 1�. I L i ' 'E %._ \ Ci7v -z '4 U,,ri .c.),/-- v� C -( %.) . `-. CITY OF BREMERTON PERMIT NUMBER: BB09 00280 ZJ DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: s rim345-6th Street, Bremerton,WA 98337 (360) 473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3701-001-011-0001 ZONING: R10 SITE ADDRESS: 2452 E PHINNEY BAY DR APPLICANT NAME: NOVAK GAIL N PHONE: (360)479-5519 ADDRESS: PO BOX 4297,BREMERTON,WA 98312 OWNER NAME: NOVAK GAIL N PHONE: (360)479-5519 ADDRESS: PO BOX 4297,BREMERTON,WA 98312 CONTRACTOR: SELF PHONE: ADDRESS: LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 04/28/2009 APPROVED: EXPIRATION: 10/25/2009 STATUS: PENDING VALUATION: $19,584.00 Residential Building Permit w/Mechanical/Plumbing 1 Plan Review Fee $173.55 4580 ADU Building Permit $267.00 2211 Building Code Edition: IBC: 2006 Mechanical Fixture Fee $41.40 2215 Occupancy Group: State Surcharge $4.50 0236 Type of Construction: L. Plumbing Fixture Fee $55.00 2213 Flood Zone: State Energy Code $50.00 4580 Setbacks: (Front) (Side) (Rear) (Other) r ` TOTAL FEES: $591.45 Sanitation Method: 1�1 Number of Bedrooms: Square Footage: Dwellings-Type V Wood Frame 300 SQFT Inspection Requests Fire Inspections (360) 473-5394 DCD: Building Inspections (360)473-5870 H/D:Bremerton, Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360)415-4000 PW: Department of Public Works. (360)473-5270 This permit shall become null and void if the described and authorized by this 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 susbstantiate 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. I have read,and agree to abide by the conditions of this permit including all conditions of zoning,building codes,and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: 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. 10. (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. 10. (DCD-01) DCD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency (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- Page 1 of 2 66Oci 00 ' . 80 . , cv* Z-6)A-e RECE City of Breme EDIT CENTER APR 2 8 2009 RESIDENTIAL TY Of Department of BuildingApplication Permit A lication BREMERTON Community Development Department of Community Development* 345-6th Street,Suite 600* Bremerton*WA* 98337-1873 (360)473-5275 * Fax(360)473-5278 *www.ci.bremerton.wa.us Applicant: n Quer I Contractor n Authorized Agent. Site Address: ) 4 .5 El et, LYL`h G ��� , To apply for a property address,contact Public Works t(360)473-524 CONTRACTOR: , , OWNER: t,••01.1 i 1 /(.fir 6%z-.,.- Address:--16*'',; b 19,41/n✓ y 42 Address:a1 y...,-, -E / ivNy g% ie..-, City, State,Zip: (j r'eiw►.-e-r-r6 A.)4L,014-1,5:1/ City, State, Zip:6 r.e_-_„.t e. r---r-r,,k) / a.14-,q-8:34-9- License#& Exp. Date: Phone#: (,3 Lv) Y-79 ss-!y _ Contact Name: Authorized Agent Name: Contact Phone#: (, A2) 6 ao S /ás Address: Email address: City, State,Zip: Tax 1D/Parcel#: &!6 t --- DO l -6 t 1 - OGD 1 Phone#: ( ) 12 Sewer IT Septic Email address: What is theapplication for'?(Please check) • :`, New Construction Ti Alteration fl Addition j I NEW SINGLE-FAMILY RESIDENCE n RESIDENTIAL REBUILD n NEW DUPLEX n RESIDENTIAL ADDITION NEW MANUFACTURED HOME n RESIDENTIAL REPAIR l NEW GARAGE/CARPORT -- NEW ACCESSORY BUILDING ED DEMOLITION sf Interior sf Exterior** sf Foundation Wall** sf Roof/Section** **Separate demolition permit and fees required. Contact Public Works for sewer cap permit(473-5270). Sewer must be capped prior to demolition permit issuance. I I OTHER: IS THIS PROPERTY WITHIN 200 FEET OFA SHORELINE? YES 0 NO n n Scope of work proposed: L z A.� - r't ae-6.&-fit , �(z S n�c Square Footage: Building: 1st Floor .D iie Basement Garage: 1st Floor 2nd Floor Other 2nd Floor Deck(s): Valuation Plan Review Fee Permit Fee ( Surcharge Total Fees I q ► (3 I -1 ))„`' L ac, � o ° ��' ..�o SiO4 Application for which nopermit is issued within 180 da ssf following y o ng the date of application shall expire by limitation,and plans and other data submitted for review 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 applicant,showing that circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration,the applicant shall resubmit plans and pay a new plan review fee. /A7.)g.:&MI-ft-et-A-, /6-) Applicant's Signature (Print) Date Rev.Oct.2008 (Continued on back) iyordi ♦s"' 1- City of BremertOII / � 2 8 2009 { qOndgO ;:)apartment of Cori ui uxiityDevelopment RESIDENTIAL SITE PLAN QUESTIONNAIRE 1. Site Address: yS igiii vitk J // ), 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) CRITICAL AREA CHECKLIST: 3. Slope is calculated by dividing the vertical Check all that apply to the site and areas within 200 feet of the distance by the horizontal distance and then site. multiplying the result by 100. Example: A Flat: less than 5-feet elevation change over entire site. P, $ Rolling: slopes on site generally less than 15%. Vertical Distance=20' � Hilly: slopes present on site of more than 15% and �. � less than 30%. Horizontal Steep: grades of greater than 30%present on site. Distance= 100' Other(please describe): Vertical 20 feet Horizontal 100 feet=.2 X 100=20% slope 4. Does the site or properties within 200 feet of the site contain areas of standing water,creek or an area where water flows across the ground surface? Yes/�N j 5. Is there an apparent wetland present on the site or on properties within 200 feet of the site? Yes6O--3 No RESIDENTIAL DEVELOPMENT WORKSHEET: 6. What is the amount of grading proposed(in cubic yards),not including foundation area? Fill amount Cut amount Total grading de tsh NOTE: Grading over 50 cubic yards requires a separate permit. Will the grading material be imported or exported? Yes/No 7. Please provide the following information. The setbacks are measured from the finished exterior wall of a structure to the lot line,not from the foundation.Accurately represent your setbacks on site plan. DESC TION ._ '!RROPOSED Front yard setback *Use this as the second front yard setback Rear yard setback* for corner lots and through lots. Side yard setback Side yard setback **Development Coverage is defined as Maximum height that portion of a lot covered by impervious Development coverage** = 7- --1 surface areas of all structures, and Number of off-street impervious paved areas, such as parking spaces driveways and walkways. Residential Questionnaire „_, Revision: October 2008 X CIAICrts de6, 9 06 , F1() k$ w ,, , _._ it -e PERMIT CENTER Dept. of Community Development*345 -6th Street, Suite 600*Bremerton*WA*98337-1873 4 Mechanical Plumbing R&:Ei VED - Type of Fuel: 0 Electric CIGas 0 Oil 0 Propane '°t Bremerton Occupancy: 0 Residential 0 Commercial APR 2 8 2009 Site Address: 27S 2--I,j iiti,CJi-y 177--41--= DePartmentof Community Development CONTRACTOR: ,Sem '[ OWNER: "'L %J�c r Address: a, -a-- P,(Fi, v2,47 1 dress: ..�fL�"��"�',,,,,ty �3� 2-&. City, State, Zip: 6 -r LOA 9 3 City, State, Zip: /3r�r/e.,,-,,,c„J Le, 9,47,...41. . License#: Phone# (, ) /75? 5-5-77 Contact Phone#: (5h'o) x/79'3-577 Tax ID/Parcel #:3717/.. Dol o H-0 vol l'Lip 77-49 NO. TYPE OF EQUIPMENT NO. TYPE OF FIXTURE AIR HANDLING UNIT>10,000CFM ATMOSPHERIC VACUUM BRKR 1-5 AIR HANDLING UNIT<10,000 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 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 WATER HEATER&VENTJ 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) 1 TUB AND/OR SHOWER UNIT UNIT HEATER WATER CLOSET AND/OR URINAL OTHER: OTHER OTHER: OTHER: MECHANICAL FEES: 4 f a PLUMBING FEES: Jam- 5 , c) 0 TOT FEES: , e6, _ O of 7/ 7 Applicant's Signature Date Print Parcel Search Map Page 1 of 1 Kitsap County Parcel Search Legend t' Parcels Road Names Kittery tu w _..__. _. a.. iP z NOVAK GAIL N _.�a....,'. 3701-001-011-0001 Copyright©2009 Kitsap County DISCLAIMER: This map is intended for display purposes only and is not intended for any legal representations. [Click here to Print] http://kcwppub3.co.kitsap.wa.us/ParcelSearch/PRINT.ASP?CMD=INIT&PID=1420728 4/30/2009 Kitsap County Assessor's Property Report Page 1 of 1 Property Report Tax Account No. Process No. Situs Address 3701-001-011-0001 1420728 2452 E PHINNEY BAY DR Property Class 111- Single family residence Parcel Information Tax Code Area: 0010 # of Buildings: 1 Jurisdiction: BREMERTON Acres: .39 Sec-Twp-Rng: 10 24N 1E Zoning: City Neighborhood: 7100541 Account Status: A - Active Taxpayer Information Name: NOVAK GAIL N Mailing Address: PO BOX 4297 BREMERTON WA 98312 http://kcwppub2.co.kitsap.wa.us/pls/ilisw/lis.online_lis_info pkg.acct_info?p_in_rp_acct_... 4/30/2009 P 5'0 Ogg - 1 iIA1 cty\. ! f SYN or / tt' 1-0± 7 Cil—Q ® JS5 3 ''X . 5` _ 0 lv, 35' x z-4,1 ,2. -a ,2.S' 111 1 { f _ 4-'4," I it s i ti 1'Vc`a ri +.int,( . - RECEIVED city of Bremerton -......._' \ APR 2 g 2009 . 4 i Department of Community Development r • '1'•..c c 1 , '.ew.`y I i iltf } f e l 1 1111111111.111E11111=1111.1.111111111 ■■■ swim I -- ■■■ ■■■■■■■■■■■■■■■■■■■ ■ m■. ::I:IIIHiIIIIInhInInInImmm:•:, ■ II I _ ■■■ p l'Ir I 1 1 ■ 1 ■ "I. _ _ ' _ —F–Ii-- – m■ 1 ■ ■ ■■ ■ ■ s mumu■1/■■ �.- ■■■m ■■■ r �_ _.. ■■■■■11■■ ■■■■ ■■m P i . - - II mumu■11■■ s . 1111111111111111111111111111.1a■■u■u11■u ■■■■■ ■■■ . i iNay rli ■■■ pi- 4 !ate^■ k'iG` ■■mumu■ ■ _ 1 . lJ t _ ■■■■ ,I■ 'adv °_. se"""+r'es—' muumuu fid D SSS��3 1 ■■■■ II■■u�_■ ■■ ■ m■■ : m m■ 111111 II , I 111 f--_-_.._.. -. ` �.. YwO,i:GYiw'.< R�...is'v'�"�! 'moi-Mi "` i ,II III IIIiifl ■mm is 1111til NM■■m■■■■■■■ 1i —, : ■ , 11 ■■■■■ ■■■■■mumu ■ ■11 .- 11111111111111111111111111 ■■■■■■■■■ ■■1 f ! a X11111.11111111 1111111E111110111111111111 Mill- n .t1m ■■■■■■■■■■■■■■■ i _ :u ■ um ■■■■■mumu■■■■■■ _ , ■ ■m ■■m■uu■■■ummmmrt _ 1 muumuu imilitnitiv -:-- - -- -:4- 7-ritill ■ ■ ■ ■ II 111111 411111011 ' - 1 1111 - 111 1 e4■■■r iii 1■■■■■■■m ■11■■■■■■ ■■ ■ r , Alli IIA11111111111111111111•11111111111111111111111111111 ■ ■ -' -, I: -"; ■■■■■■■■m■■■■11■■■■■■ ■ ■ ! . I■■■■■■■■■■m■■11■■■mum ■ ■■ ;r Ms -__ 115■■■mm■■■■a■■1 ■■■ ■■ ■■■■■1...�.:..r.�® 11:■■■' '■■■■1:::0 ■■■ ■■ ■ mummummuumumuuuuu ■ muuuuuum ■■■■■ ■■ ■■ ■■ 1 i 1 I 11 1 P-,...„------ RECEIVED- ; 1 • City of Bremerton APP.2 8 2009 Department of - ► t Community Development ; 4 • Ziii . - Q6 I o „ 4 .• - :•- - ---- 21i _� V. ..,...............a,.... i 1 a ilk : 106' wes- 1 tor .0.,.., 1 . i I . , li . . , . ..„._ - - --)AzieCL li ,-... . i {________/ . . • I RECEIVEL City of Brernertor APR 2 8 200,9 Department of Community Development 5C(44 1 3 Cbl -...— . . '- ^ ___ r- ~�~�~~�~~~ ^~-' -- ----� ` ----- - ----------- i / . -__�__ `� . ---'-- T- ---� ! � � . . p^`* ���� , L_---f �-� � 1 � :2~ i / |_,- --� � ' - --'- � �-1 .4 -, . . RECEIVED Citof ' Bremerton APR � � �0O0 1 � v �vv� _ r-- — 1 Department of _____________1 Community Development > l � � . ' __�---_ .. — _ � _ . | _~1 | 4--,..i_ ------'--~----' -' ! __- /' /1 - �� _ _ _ . | [ '| �� _��� ,,'/ �^ � �, | �~ 1+ ^ ' ^ . / ` � ! ` / ' \� \ ^ 4, � y � �_______ _ - .. -° �\�^ / .- _ , \ ..-' + e` � � ,FA.� 1), `~ ^ r l .,.... r- � ��_ s , . . x , f , Rm 0 ,.., t.,, . , °'° ,,,,,,tri § ,...... so .„. . _ _ . _ _ , , __ __ , , _. . . . _, _ . 0 ...... ..:...,.....____.________ ..........„....... _ . o �. 1 M M t . ____1 ' y4 1011, t , _ , i c !,..,,,;.,,, . ,___ .___- P 1� - Ojai Aim r 1.‘ _.w _. ._ _ , s..... K _ ..< 0,- 1 2 -"'‘'tt.-"TiT { 0 • cp. c — L. tit "A . G V e ;1'.;.t. tGo x p ' � _ I . F ,� Agy tid 4. c • ,Atiti • H V i f ' C)-1"T1 Q ; 4 i As G 11-1- .r K14 1 • Q o' t , i ('�s - $ ii ' 1 S , ___t__._ , iiii ,. .1 , , I. ,G\ \--A-110C111 r— a'lix Iz1 - s k w r, s CITY OF BREMERTON PERMIT NUMBER: BB09 00280 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 411, 345-6th Street, Bremerton,WA 98337 (360)473-5275 Fax: (360)473-5278 ASSESSOR NUMBER: 3701-001-011-0001 ZONING: R10 SITE ADDRESS: 2452 E PHINNEY BAY DR APPLICANT NAME: NOVAK GAIL N PHONE: (360)479-5519 ADDRESS: PO BOX 4297,BREMERTON,WA 98312 OWNER NAME: NOVAK GAIL N PHONE: (360)479-5519 ADDRESS: PO BOX 4297,BREMERTON,WA 98312 CONTRACTOR: SELF PHONE: ADDRESS: LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 04/28/2009 APPROVED: EXPIRATION: 10/25/2009 STATUS: PENDING VALUATION: $19,584.00 Residential Building Permit w/Mechanical/Plumbing F Plan Review Fee $173.55 4580 ADU Building Permit $267.00 2211 Building Code Edition: IBC:2006 6L0 Mechanical Fixture Fee $41.40 2215 Occupancy Group: State Surcharge $4.50 0236 Type of Construction: / 1..o. Plumbing Fixture Fee $55.00 2213 Flood Zone: State Energy Code $50.00 4580 Setbacks: (Front) (Side) (Rear) (Other) TOTAL FEES: $591.45 Sanitation Method: Number of Bedrooms: I e-- l/Q) k.) C Square Footage: Dwellings-Type V Wood Frame 300 SQFT Inspection Requests Fire Inspections (360)473-5394 DCD: Building Inspections (360)473-5870 HID:Bremerton, Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360)415-4000 PW:Department of Public Works (360)473-5270 This permit shall become null and void if the described and authorized by this 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 susbstantiate 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 lam 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. I have read,and agree to abide by the conditions of this permit including all conditions of zoning,building codes,and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: 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. 10. (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. 10. (DCD-01) DCD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency (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- 1\CiicL \-611' 2._ Ill,tr(l(. b�'�"T "1' S-1-1-"b(04 Pan 6O9 oO8C 7i6?A-P City Breen F4R:MIT CENTER APR 2 8 2009 RESIDE,NTIAL :CITY Of • $RENER7JN Department nentofBuildin Permit Application On ---- Community Development Department of Community Development* 345-6th Street,Suite 600` Bremerton*WA' 98337-1873 (360)473-5275 * Fax(360)473-5278 *www.ci.bremerton.wa.us Applicant n.=. ;;.n Contractor, El Authorized Authorized Agent.; /[ D.-. � • Site Address: ;7)-4, .5 �`i �f(7)47kG 6t2- To apply for a property address,contact Public Works t(360)473-5271 360)473-527 1/.)/? . CONTRACTOR: _,,k OWNER: tJ ;z /(/c - ,k s• Address:-1,K5') b�,4i"i✓A Address:� �-a E /° /,+.W 64i ie.,. City, State,Zip: 6r-ivw-e-r'i f �'L City, State,Zip:6 o License#& Exp. Date: p Phone#: (3/av) 9-7 y..67s1 y Contact Name: Authorized Agent Name: Contact Phone#: (6/-(7) 6•=40 Address: Email address: City, State,Zip: Tax 1D/Parcel#: >J 7(3 t -- Obi --6+ 1 -- OG )t Phone#: ( To Sewer El Septic Email address: What:is"#,he app1icat10 for (Please check) New Construction JAlteration El Addition:j n NEW SINGLE-FAMILY RESIDENCE n RESIDENTIAL REBUILD n NEW DUPLEX U RESIDENTIAL ADDITION NEW MANUFACTURED HOME I RESIDENTIAL REPAIR NEW GARAGE/CARPORT NEW ACCESSORY BUILDING n DEMOLITION sf Interior sf Exterior" sf Foundation Wall" sf Roof/Section- **Separate demolition permit and fees required. Contact Public Works for sewer cap permit(473-5270). Sewer must be capped prior to demolition permit issuance. n OTHER: IS THIS PROPERTY WITHIN 200 FEET OFA SHORELINE? YES ri_,,j� ` NO �' Scope of work proposed: L Q Ctrs CJ�-t-�. X„c 1,u,Lt Square Footage: Building: 1St FloorJet ` " Basement Garage: 1st Floor 2nd Floor Other 2nd Floor Deck(s): Valuation Plan Review Fee Permit Fee Surcharge Total Fees 4' a(p.-) 5 . o 59/ , 4€3 Application for which no permit is issued within 180 following5- 1the date of application shall expire bylimitation,and PP Pplans and other data submitted for review 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 applicant,showing that circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration,the applicant shall resubmit plans and pay a new plan review fee. ��dG�✓ g.O/d/_ URIC �,1/77/e Applicant's Signature (Print) Date Rev.Oct.2008 (Continued on back) City of Bremerton '? 2 82009 6160 J76 t:)epartment of Comiuunity Development RESIDENTIAL SITE PLAN QUESTIONNAIRE 1. Site Address: X37 , 1Al/ 2. Are any areas being developed on the site within 200 feet of the shoreline? Yes No f NOTE: If yes,please fill out a Shoreline Permit Submittal Checklist (WAC 173-27-180) CRITICAL AREA CHECKLIST: 3. Slope is calculated by dividing the vertical Check all that apply to the site and areas within 200 feet of the distance by the horizontal distance and then site. multiplying the result by 100. Example: Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15%. Vertical7; 614 Hilly: slopes present on site of more than 15% and Distance=20' =�r� ������ ��,.����-� r ,� `:�.,, , :,,. less than 30%. Horizontal Steep: grades of greater than 30%present on site. Distance= 100' Other(please describe): Vertical 20 feet Horizontal 100 feet=.2 X 100=20% slope 4. Does the site or properties within 200 feet of the site contain areas of standing water,creek or an area where water flows across the ground surface? Yes 5. Is there an apparent wetland present on the site or on properties within 200 feet of the site? Yes/No RESIDENTIAL DEVELOPMENT WORKSHEET: 6. What is the amount of grading proposed(in cubic yards),not including foundation area? Fill amount Cut amount Total grading e P ` NOTE: Grading over 50 cubic yards requires a separate permit. Will the grading material be imported or exported? Yes/No 7. Please provide the following information. The setbacks are measured from the finished exterior wall of a structure to the lot line,not from the foundation.Accurately represent your setbacks on site plan. TJO , OPR.O Sklii Front yard setback *Use this as the second front yard setback Rear yard setback* for corner lots and through lots. Side yard setback Side yard setback **Development Coverage is defined as Maximum height that portion of a lot covered by impervious Development coverage** -,2-7 surface areas of all structures, and Number of off-street impervious paved areas, such as parking spaces driveways and walkways. Residential Questionnaire Revision: October 2008 I CT(MTN ' deO 36 , F1(); i ,.,,+T.,--,,-,.--,-,,,-- : f PERMIT CENTER Dept. of Community Development*345-6th Street, Suite 600*Bremerton*WA*98337-1873 4 Mechanical 1 Plumbing uEl VE13 'Type of Fuel: 0 Electric 0 Gas 0 Oil 0 Propane Oryo2Bremerton Occupancy: 0 Residential 0 Commercial APR 2 8 2009 Site Address: ,2X.5-7,1--E✓Jfiit/x'w-y �/i_- DepartmentTylof / opment • CONTRACTOR: .Se--!,' OWNER: "G /U® ' & Address: , ,,- -.1.-. - ,'.3i� f �-y "dress: �fL����f�i:iv/v ,b i3� City, State, Zip: ,,,i,�.r',pw.46 3th City, State, Zip: License#: Phone# (, ) /;9 5-417 '7 Contact Phone#: (,3AO) '/77'5577 Tax ID/Parcel #:371:1_. coi a 11-0001 (7 y043 77-19 NO. TYPE OF EQUIPMENT _ NO. TYPE OF FIXTURE AIR HANDLING UNIT>I0,000CFM ATMOSPHERIC VACUUM BRKR 1-5 AIR HANDLING UNIT<10,000 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 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 / WATER HEATER&VENT ¢T__, 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) r TUB AND/OR SHOWER UNIT UNIT HEATER WATER CLOSET AND/OR URINAL OTHER: OTHER OTHER: OTHER: MECHANICAL FEES: 4 Q C) PLUMBING FEES: 5 c , n b / TOT FEES: .� ems.__ _ C . 7/° Y Applicant's Signature Date • •Print Parcel Search Map Page 1 of 1 I t Kitsap County Parcel Search Legend a' Parcels j iRoad Names d Military ig11 + 1 8t, t 1 7:51?‘ I, 0 02 u.i E U1 Q i d tv .a Z NOVAK GAIL N — ... _. —__ 3701-001-911-0901 Copyright©2009 Kitsap County DISCLAIMER: This map is intended for display purposes only and is not intended for any legal representations. [Click here to Print] http://kcwppub3.co.kitsap.wa.us/ParcelSearch/PRINT.ASP?CMD=INIT&PID=1420728 4/30/2009 • ' Kitsap County Assessor's Property Report Page 1 of 1 Property Report Tax Account No. Process No. Situs Address 3701-001-011-0001 1420728 2452 E PHINNEY BAY DR Property Class: 111- Single family residence Parcel Information Tax Code Area: 0010 # of Buildings: 1 Jurisdiction: BREMERTON Acres: .39 Sec-Twp-Rng: 10 24N 1E Zoning: City Neighborhood: 7100541 Account Status: A - Active Taxpayer Information Name: NOVAK GAIL N Mailing Address: PO BOX 4297 BREMERTON WA 98312 http://kcwppub2.co.kitsap.wa.us/pls/ilisw/lis.online_lis_info pkg.acct info?p in rp acct_... 4/30/2009 I f 5 C 4 1 tV\c.t,\k . ' ► (c or . 1 5 Caw La± 7 C 1l—CSO ® i55.354X 5-,...5/ CP 1.0, 35/ x .T07 .2.51 __ o� • 1 .�_,_. ,6 1 , „ . 1 • i i 1 t City of gremertor. AP R 282009 i impartment of (;pmmiwity Development (F� i -.1..c(4. , . - t: t-- 151---) l t�t Vrft. t. 1 t ck v.e,_ ii•-.),CLIA, 1 I I 3 Ii ! J 1 , 11 , ; ii ; 1 1 , ..; ; ; 1 ; Ti . ; II , , i ._ 1 , , , . ; , 1 1: iT-- , 1 1 1 I - - 1 . , insiumigamimmwomili. . . , • , , —mos 11111111.11111111111111111111 ; I I; -L, ; - ; . ; „ 4 . ; L.- ; ; - _i !mi -- ----1 ' ' i , • • '; • : i i, li l '• ill ; : i ' ll ; ; i f I i i , ; I i :i _I, 1 I 1 j ' '• L_ 1 i_ ', , ' ! L. 1 i , _ ' ,, ! ; • 1 ti 1 1 ',,, i T ; : ; , ; ' i L, i __ ! 1 . 4 i -1-- 4--- ' ' ' ist-4 0 -1- ----,- - ' — ' , / , ' ' __I__.__I . i, • ! i 1 . . . 1 '-- 1 t I • ..,•. , 1 : , ' 4 , , . • , ! 4 I i • 4.; I, 1 ; . 4 . 1 ' ' ' I i 1 i - ----•-- --------i -4— f ' 1 ' 1-- , i • 1 " ; I ! ' ; ' ; I ; —-- - -----' ' : • ' : - --- ! .] ; - i ! : ;I; I- 1 ! ! . ' ! " . : , . " ; : I i ' ; ; • _ ;! ,; , i ;„ ,,,_ t _ ,, _, _„, ; t : - : • 1 ' : : , I 1 i 1 111 ' I ,:', 1 I I I I I I I I " ' 1 - I ' 1:1 . ' .:: ‘ 11, 1 ; ; Ii : ; 1 . i.4 11 ! , , I .,..._ ; ; __ ---1 . - -- r• i i I I ; 1; i -1 ; I I ! i ' 4 __J i1 I 1 ! --I ! Li_1 i , itt --- .!..: .- _in , , t : . I : : : : ,, t . t : i - : - 1•4., . g'-' I i i . -- • - , , , , • , , ' ; I 0 --- .7.R.-i47---.. ..---- -__ . 41 . 7_---„ .„ - . - .------ c i 1 i ' '''-, A 1 IVX:gl'Zfj,.-..;,..:fL:7:-'''''7 ' '''''.:;. !..qg."..,:;;;,-ii",,ai;a4;,,...-Ii;:p.- 1 - -- .:1%.,,,,i .! i 1. i 7 ' 1 I ± I ji-ri if ' - : : ! 1 • ; -, , : : ; ; .: ! : • ! ; 1--- if , : 1 ; ! 4 r L.k; _j__4 ' 1 • - ' I • :__ 1_, - •.:t - - ?. f 1,„____;,_Sat __. 4.1' ... _••rolummtgimmo........-..--. sr ._ - .. __,,,. "...-;.., -, :.. -.- :....--',.-.7"77-'...7.":7t,"", °...._"a i... -----j-----4----- --- t) Ei 4. 4 • . 4„, . •,,.. ,. . 4 4 ! , , , , , 1 , •..:!. ci... , , , , , . . , . _,__ , .._-r- -`----. .., --7-7 , I i 0 , : 1 r- , , , ;',I r i . , , i : , 1 , , 1 1 i i., .1 , . , , , ,. , • , f , 11 1 -t- i ii i •i vi 7 , ', --; 1 , 1 1 ', , _ , ',.. -.1 - I, i i; ,,,:,,,, F::-.3- 1.. ' ; 1 f- ; • ! -;— - - ---- --t-- _. • 4 I 1 ; . ; ' ; 4; ; • 44, . • P.' v.".4,„- ; ' 1 ' 1 - Far ,..--•--,..,--- .7.-• .-.-7. • .".",. .,"7"".."*". ....g......i., a4k.....4.- : ; • : : I . _____, ..,..;_ ,..;__. ,i, .k,,.c.,?........--,,,.......,•••••;!,-....• • , • -!--- i --1 7----1,---- -r 1 — • -r : r 1 1 C-1. ; 1 , ' " ; 1 I i " III ti; 114 : . I i 1 ; i , , i Eurj , , i , Hiciz,, ' " ; , , ',—;—• , ; : , 11 , I „•,' ;,. . ; ; , ; , i ' i it ' ; ' ' , i , '''i •-b-74 ', " • ' 1 1, 1 •-.F.,.. ',',-,' ' ___,. , _i_. , I I I; 1 ,• : V" . ; i i . - 1 1 1 4 4.;g111111111111111 1 4 1 i , i 4 I ' L 1 , 1 , 4 .1.- -1 1 1 : 1 ! ___4_ _; __4; : 1 I _ '___,..1,.,ms;.,-,-;.47-• 1107.-_--,„:. 4,,,:,-,:;;-.4 !. ...:c; 1E9 1 " 1 I ! !, ' ! —: y zai,,,o1-;•..431- ,..., ..,goito. --.• 4—-; —711i 11111 .4C tk,..1 ; , I i t„ i ; bili '. i 41 s.1 --t 1-- . 4,-- t . ; i T iI ' --,---- • l I 1 -'-.1-1 ." _ _Lit , 111 ; 1 .,, , , i ; 'I, 1 ----1 .././ ...,,, i ; , • ' •,:t''' • ti.,. '',.___ ...4 - i i i _,,_ ! I 1 i I , t 4 i: 1 ' i , 1 • 1 ' r—zi ..0`;' -----" ''',.. —40— , 1 I i '' 1 ' ' Ii i1 1 1 i f 4 I J I 'r 4 i E. . i ; --4-1- • I 4 1 I ' , , 4 i 4 ; ; 1 I ' , •' , V,. -. ; , i I, . ; ' ! i 1 ! I 1 i I 1 1--i— ,,,,.---.7'.4,-;;;..77--..",.;„,t-....44%- t.,;;;-,.--,,,ti',.' ;) - ; Tr—I, ; 1 —T T---1— a • , ,, i . . ... ., . , , , , , , . , , . ,- -, 11 , , , , 4 I 1 4 4 ' 4 - '—•!,---4— - ' , ' --.;_ T 1 I 1 L , , , . , , ; _., ; , i , , , 4 _4; , , ., -1-- ' ! ---i -- - i.. i . t I ' ' ' 1 ' ' ', 1 '. i ' ' I 1 j 1 1 I 1 1 I t i ' r 1 1 ; ; 1 1 / ' I . , '•---1 I i ; --;- : 1— : " I • ; 1 !. 1 ' , , , -, ; ; t • • ! : • • , , i , . ; • ; ;-: ! : , - • • . _____;._ ......______ I :1--; ----;- i i ji li 11 i i , — , , • . - , I I ; i . • • • Il 11 . 1 ; 1 111 ; 1 ;/ ; 1 __ iil II IIIiiii ; t PI _ _ _ -- City of Bremerton __ _ _ -_ _ _ _ _ _,__ - _ APP_2 5 2009 i Department of 6 Community Development 1 a ' .., tll't -.,.:.t:. •.:''''„... 1 t _ _ i _ . _ , 2.4 �` S 211 * f ------.......„.......< 1061 , • toe 1 } 1 9 4 i --M L ii _.__ ct, , r— , 1 • j.. , t, sty, 5 ,..-. . RcEivED City of Bremertor APR 2 8 2009 Departrnent of Community Development IScE- 1 V , t I 1 iI „...-..-----..--.. -- "-------r X ) . et 1 . ic.v. c....,..4 f y t , V w i 0. v , RECEIVED City of Bremerton _ APR 2 8 2009 altinentof r 1 eptyDevelopment comraDuni i - ---—----—, 1- — — -- —--'---f I 1 — I . 1 t 1 i t I €ra t „t \%,,I,•,' ; 6....4.1......!... ......-....-...-............-- -.. . I I , , I 1 4 i 1 , i,...,..,_ /- ..-...„,_ --\ „-- _ _ , • • . ,,,,, A-,- ....._ 1 I __,....9 , _ _ . . . 111.1111111111111111 Mk tad , . . . .. O o x � i o i, CC> iii M ._ ig . _ _. . g ° 2 8t7) Aliii , Nct.._. __. . ...,..•. tor) _ . • t s { E 567 111 ip:monam... m... m... Ammm m mmm- 7 - .. ., 517' R. ' . . _ __ . 1 . _. . . . „ ill Ei , ... :t:p.• : _ _... ___ _ . ' cxB"` r .n. . 7 , }. ,......, . . .. „ , .• __ _ _rts.A t • I —.. C} 1 cyx3rN-,o o-q c)'21-1yc3m'-11 T , 4 { Y a I. . I I_ t -14. . ( ; —.C> pH i % , aII._4 : rt* ` J i 70 try -_ TO f?"-' 5 2 8 , co 9 ' 0 i f U1 ' i 1 1_ i°Q I � C)- ., • ILIA _ _ 114' i V - - it I ff ,C-1->t, 1 I I 0 t I a h cr,\;, -I i 11 T4 c ' /I, i s., i W i — L. • N RECEIVED I II 50 z. 46A— City of Bremerton APR 2 8 2009 Department of Community Development 13,6,1 (40 .5' (A3 r\J,'-bt-t) LAA Nc.,0 X Et 5-Qe. p -Cotr 4; e•k.; . . \ i OP-14 + 1 < * i 1 * ' > cv7,V2.01rtdi 0 Ur v2 5!-L..u>i het ot.r •, i . . DiI 3 . 31t-W. 0)(20 _ i . _ . •. ) ___,_ . • . , . r 3/.1.tyt-61, i• t.ii- to' , I 8.' , l 51 iciih4, i .5-i-0,1 _, ,,,,,, ! ,x?"-c*L L.:. o...t ,c(Dtir ------; .3 I ,.... . I .I 101,, fan i, • YYL, 6. ,NLe, 1.1. 51p" , • ) t,t34,Akkt.Ur- I - - YOIA --- C I ..' r----- • ( ba.1-k.1:9 . 1 _ _ _ ___ ______ . . 3.12, ,94„ Cos LIcg L.0,11400„ ,....010a,,,) alAclOL) I 9' 1 1 I 20,5 0 ......, RECEIVED City of Bremerton APR 2 8 2009 Departmof Community Development f)a--,:c ..., 1 in ♦ _zWa. • ✓' Q G r� GJ C7? b--1 N O O..C . . 4) 2 co Ve A- o cT a 4 <-i\ •<--4 f 4 .e.!.. , - a d _ --1IIIJ -- 17/ - -‘4, �� j „ • _, t , ____i‘ , ,,,, -‘4), "Q; 7--,77_, 7,27;i ft:0,7e p. ,, .„.it,..- t, 4, - .- 1 —, s > 1 R cD 11)• J. •V V - Vii. — - _ _ _ 1_ T.,. _ y�j I . y144 � 9' 1a- La-Z_ _ _,' X14_ a , r.-____ _ _ _ coo- A-: ts\>I7 ..... .._ Mb a 4\-1° . - P _ ,...4 1 O. ,.. //c- le2 ' --(5 0 o �L -' .ii -- At • I, • rrctr jt„... llitt NOvAig,1 , F-01.1010— -i ,a—k ill vV, ART ANDERSON 4 4 4 - i ‘..-#4 .0,11 .. .' AssociArEs /t-e=C i'vW6 iii4r1" 202 INanc AV134.14 BPS64800N,WA 56337,(MO)479-5600 Sarrn jf7:. ..1 0 P4-iiritsiq 6/4y Or), ovi-6.1,Eg ; 6-ittli. 1.4, NovAg, F. 0 eav 410 o. 1 MA\-4PeTni I WA' 16 v. Lail VO : 5140.w: q: 30 rovr; 1:,.;:A 8 0, _ WO :: 4 0 ocElvE,t,D city oilyerae-n Depastasent of es. community Develecin 1 ‘st` S R. L wAsiii • AT gcl°: z""' iI / . / d / /. - i - i '"01841 7 G9 •ct' 0 eCISTe" ' As4s -SiONAL C.I ' ' I i . A.:. F'a"'o„the »obtee,tat TASK DATE1.1 - TITLE �l ; PREP,, 11:, a ART ANDERSON ,fi 1Ay„ t.,.71\1 II!' ASSOCIATES 202 PAOFIC AVENUE,BREAERmwr WA 98337,(360)179.5600 SHT 5 r ole- r rz s. z:o `-./r 1 p5 0.7nc,61-- ,,A..1xc, :.. rte' c / 7 ;c - 1, 1 ; T - /,o , Cs -L7 6-. ,I N.P11)`E)".P::013, CF2ap: coc. - + 1=, , : 1 )6/ F1 T v L1, r.L. : 7 ,Flr- - Rocg L- I �4op , p,L, -t5P rtv g- .. c -Kir', ► 2>, 4 - f4 5PAN ---/ .7" (1.1r*- ;?N) g i'66' l‘ - A-11x .fat4 ----9.• 1-6>" 4xet ; p { a.4-ea) -916LF' 14 q -,11 �7 6g ' r-7 '. 170 - 1--7.- , d f 0,:s1:-- etll AO:1170N r)---4( /62.3 1÷)5) -:-. . -1- idti Lz, E,,, •t �x ii` 4 9 i4Ax jOi1?,VV : ,Roogw5 x4 2.,)_o rti- ; rx'..i, ,5716,;},,-54z4:15(.11_,,-‹-' accF = -;;8.1,x‘,75 .2..-. Z5 712'`, 61.::".-6, F 5.0" ,3! 6" I 1 _ I I -- xWw-.:w+..rw«.+....-w—+w.w.w.airxcnwmmwuari, . - MM '. * I I 4 —. — — —. — — . *barI I.% S ", 6 I !___ i �.Q. 1� _ '_: - _ . . _t ;cr, I I 1 ti 1 ±-1 _i_ 71 1 .. kr. ---TioZ -76. i 1 al \,t r. 1 1 LI 1 ,.:. _ ....... i :c... —. — — 1, 51_6" 4 t. -4 cm TR 'N .---• fqs• f 1_*6I'tita� 1 �/4)1r Q,-.: 1 N . .4.-42---vi - 7 1 3"' vii ---L-1 ......:.gym �!. II �. A' 3 i „...._ 5 1!---i ----` -IL .....,1 4--za--4"1 " i 1 ,L.1 i I \ d ...... . i ? ix i \\ 1 Tc-c; ii ‘ z.., ...k R.4.. ,...-,.....,--c. i . 1 a L lit _.., I I, \,\ ‘,..../ - " — 1.--1 3 I lit lir4 1 i t‘i ..1\fg' • y E t""7'`.1 " ...r,v, tiA _ 1—...i , , _iI , , 14, iv 1.04!I -- S r f s ' ! ck . .t.., 1......-- I i 1 L ...4, te. 14'4" +.__ Hf " MN ..,,CS ilif/ I _ ..... ems+ s I t13 -A I�` ( et _ 4.________," to -..._ ,,,,, i C) b ..)39 Pi), $ `'q x z • r-. 8 I. �L "�4/i/r ,> 0. FQ .0 ,......... „ , ,, - s _ o o 0 � NOVAK FOUNDATION REPAIRS u o z >s tr N pN .. 2452 E. PHINNEY BAY DR. t,_> : m 7 , x i BREMERTON, WA pg : 1 r gr,,,,v M 7. O , �a�'"a3�9' A z AgoAgo }�{'S- , - -- -J `.._ .1 :1C -,t�T Pr /1 r aAiii�bb C)4" 1 -'3: [' 1:1? i y' J 7.1 1 !4 .:5��a 3 ... . ___ ' FA - ,,. 4,,,,I _L 40. ii .F,..‘ 1 9,›1 1 _ A .,..„. 0 .z.,.1 I 111 L - -4-� ..\ r L. co rq 15; I 43,-T . – i I — / itt p . 1r, ii 1-1 I .. i cg?5li 11 :- I. ,,,,,,s,,,tA I I 1;;;;111 L i .1 , \\ZI:2. 'irk ,,, r------r- i4 Irk \ 1 I \ \ 1:5 € (To 1 . o -yrs i"E ------- 7 ` „...„ INt%N %I - # IiIC) A Hi M %\ I .W �., r- 0 MEMOkY Vi _ II I1F8 L n F ; �d� _ 1„, .....s. r.. > 1 I1:_ i > m -Ap 431 -, O 8 (0 co -I a) U) A W N -i - x -o [- -ITI --1K * _icn wC) my > m wc' o oo -om0 vcnH U O OH -I > > p0 , 20 = me0 Om > z wO p0 lj5o ( mz0x5 cmilOm > wz zmm * rr- rnrnm -4030 35r rn m < mi rn � G) z -I < -_I - C) cncn13cn ci) 0 rn * cn0mE: -i * rl I mT corn Om Dn c) -0 � Do = D WzzDZ � HOZ � � m -DI °r° zm O � X NJ pD prn m , mGOr � z - vcnco OmJ0WC) nix cDi) cn vr' O0) cn OO � - 0 W = (7611 ° 8 (nOO � c mcnDzF _I ODDwi -miDz < x - Om G) oN D m � - � 0 • fl1cnm _10 pjo -I - z zrn -I y , -I rD-- -_10rn -- nom 0 m' o D - r n9 u z Dcc, n �Z z � ai0 � u t mr c ;' DC1_ Oc •., Z oo CC)) zm m� c00„ O rr- pmp OO � D �' � � � > 0 n 71, \ 4, _, z –1x z �N z p > cn - : � „ z0 ,- m0 � j = 1 zz c O C.:. , z73v D m p 'D G) a 13r m � D mmm Ti- uD am x () bo OIv = C) Em x xO zo = p � pzz vv -Izrn � -I IC r0 > .,�y = �� 1-- p -Im m m Z- Mm .-1 � � p cnm cnz ncn mo v � � cn x � 0pnp � Or p � r \ � ' � Ocn � Wm � Z 0 CTI >- X . . < mv) * Dmv - z -I 000 D -I O Q ��, DZIv -{ = m :0 cn Cep -j XK rn210`o � n � m ° m H m � D r0 `�` �S�t� Apo ' 'i m m pm (n II rnrn Om -� D — m \s o s 9 C) n -� �* cn cn p c m = z X -I m D cn Z m m x w Q i,1, -v. rn � Drn Oma) WC) p xno3w � m � z nmzn0 z `'� �� 0 u) DOm -I nix m z2 i' F -< yrn � , 0cmn _, v -0zoom O1- orn 0 0� �� � z -120 my cn G) C) ocno0 .� rnD rn -I — 1 . Z �° v. f 0 � mc mx00 O -IW rn i cn z cn O -I c KD r .. r t • C � C) -1mm z MH Z 71 < D mz c2 ��o• "t i 000c m (pm Nm m nil XIia mr mm 0 M m � z m n o X G) c/7 T -I z rn I m N F.NOVAK FOUNDATION REPAIRS p M „� c 2452 E. PHINNEY BAY DR. = o `° N ` BREMERTAN, WA or, ' N • �R e.4 1 When Recording Return To: City Clerk City of Bremerton 345 Sixth Street, Suite 600 Bremerton, WA 98337 ACCESSORY DWELLING NOTICE This property contains a primary dwelling unit and an accessory dwelling unit, as defined in Bremerton Municipal Code 20.46.010. I, Gail Novak , duly swear on oath, depose and declare: 1. I am the property owner of property legally described as: LOTS 11 & 12, BLOCK 1, ADAMS'REPLAT OF SHERIDAN, AS RECORDED IN VOLUME 6 OF PLATS, PAGE 8, RECORDS OF KITSAP COUNTY, WASHINGTON. with an address of: 2452 E.Phinney Bay Drive and Assessor Number: 3701-001-011-0001 2. I occupy or intend to occupy the primary residence or the accessory dwelling unit on the property as my permanent residence for at least six(6)months out of the year. 3. I am aware of the following regulations for accessory dwelling units: a. Only one accessory dwelling unit per primary single-family dwelling unit is permitted. b. The accessory dwelling unit shall comply with the development standards of the underlying zone for the principal unit, including setbacks,height, and lot coverage. c. When the primary and accessory dwelling units are located in the same building, the entrance to the accessory dwelling unit shall not be on the same facade of the structure as the entrance to the primary entrance. d. The accessory dwelling unit shall be limited to not more than sixty (60) percent of the principal unit's total floor area(not including basement) and one-thousand (1,000) square feet maximum,nor less than three-hundred(300) square feet. e. The accessory dwelling unit shall be designed so that the appearance of the building remains that of a single-family residence. f. One additional off-street parking space shall be provided for the accessory dwelling unit. Page 1 of 2 N 4 GRANTOR/DECLARANT: (Owner(s)of real property, including spouse) STATE OF WASHINGTON ) ) ss. COUNTY OF KITSAP ) On this day of ,20 ,before me a Notary Public in and for the State of Washington,personally appeared and , personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons who executed this instrument and acknowledged it to be their free and voluntary act and deed for the uses and purposes mentioned in this instrument. -Notary Seal Must Appear Within This Box- IN WITNESS WHEREOF,I have hereunto set my hand and official seal the day and year first above written. NOTARY PUBLIC,in and for the State of Washington,residing at My appointment expires The foregoing Agreement is accepted by the City of Bremerton this day of , 20 CITY OF BREMERTON: By: Print Name: Its: Page 2 of 2 1 �,J�L. (<_�,6c t. �, -_\ CITY OF BREMERTON THE CITY OF PRIDE AND OPPORTUNITY Department of Community Development City Planner,Allison Daniels f f' ' r a Allison.Daniels@ci.bremerton.wa.us �' COPY .4. May 20, 2009 Gail Novak P.O. Box 4297 Bremerton, WA RE: Building Permit BB09 00280 Dear Ms. Novak, The Department of Community Development has reviewed the proposal for the Accessory Dwelling Unit at the location 2452 E. Phinney Bay Drive. For Land Use approval, a Notice to Title is required. The Notice to Title states that the property has a legally created Accessory Dwelling Unit. The procedure is as follows: 1. The document is created (it is already created and printed) 2. The owner comes into the Department of Community Development, signs and gets notarized (we have notaries available here). 3. City official signs it (it will be myself or the other Planner) 4. You record the signed Notice to Title with the Kitsap County Assessors at 614 Division Street, Port Orchard (cost approximately $45). 5. Provide the Department of Community Development a copy of the recorded Notice to Title. 6. Land Use approves. An appointment is not required. The office hours are Monday through Thursday, 8am to 5pm. This permit is still pending Public Works & Utilities approval. Utility fees and assessments need to be paid for the additional unit. Please contact the Public Works Department for more information at (360) 473-5270. If you have any questions, please feel free to contact me. Sincerely, Allison Daniels City Planner LE BUILDING PERMIT T SITE ADDRESS Sa �Phthn-c P 4I • to / INSPECTION V3 arc( PROJECT DESCRIPTION CARD ir'e c a.i 14 e &� air ,p� � � tIY'� OF etool°, •� PROTECT THIS CARD FROM THE WEATHER I 0 �W • ' , ` Building X Plumbing ►1 Mechanical 0 Fire Alarm/Sprinkler ❑ DURING INSPECTIONS THE BUILDING PERMIT & APPROVED PLANS SHALL BE ON SITE Permit # BB05 - 00 iSL7± ng-_-3_ © g-E1 For Inspections Call (360) 473- 5870 Approved Date Notes Erosion Control In Place 1St Foundation Footing , FOUNDATION Foundation walls DO NOT POUR CONCRETE Plumbing Ground Work PRIOR TO APPROVAL In Slab Mechanical Footing Insulation 2nd PLUMBING Rough In - � . O MECHANICAL Duct/Vent I GAS PIPE Support/Test/Meter sett 3rd Hold down connections Shear Panel nailing FRAMING L&I Electrical Approved If Ist & 2"d are approved Ventilation requirements Framing 4th Under floor walls 3 INSULATION ceiling 5th VSt SHEETROCK i A — 6th All of the BUILDING 473-5870 above W. T I' AI T C _ 8 FINAL Must be r 'se T p,B' k l w, ter2 ' 4/3 73 2 `approved p . ; ' C ? , 'Prior to S7I final , ,, 47 38 ' 53 ALL FINAL INSPECTIONS COMPLETED Occupancy Approval(Single Family Residence Only) DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENT APPROVAL PROTECT THIS CARD FROM THE WEATHER PERMIT NUMBER BB05 00157 • a DATE ISSUED: 05/03/2005 ASSESSOR NUMBER: 3701-001-011-0001 ZONING: SF-2 SITE ADDRESS: 2452 E PHINNEY BAY PL APPLICANT NAME: WARD HUFFMAN PATRICIA A PHONE: ADDRESS: 2452 E PHINNEY BAY DR,BREMERTON,WA 98312 OWNER NAME: WARD HUFFMAN PATRICIA A PHONE: ADDRESS: 2452 E PHINNEY BAY DR,BREMERTON,WA 98312 CONTRACTOR: CMG 3 INC PHONE: (206)718-2790 ADDRESS: PO BOX 559,KIRKLAND,WA 98083 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 03/16/2005 APPRO D: 03- .15 EXPIRATION: 09/18/2005 STATUS: ISSUED _ r � VALUATION: $83,375.00 Residential Building Permit w/Mechanical/Plumbing Plan Review Fee $573.14 4580 FIRE DAMAGE REPAIR TO SINGLE FAMILY RESIDENCE Building Permit $881.75 2211 Building Code Edition: IBC:2003 Mechanical Fixture Fee $41.40 2215 Occupancy Group: State Surcharge $4.50 0236 Type of Construction: Plumbing Fixture Fee $41.00 2213 Flood Zone: TOTAL FEES: $1,541.79 Setbacks: (Front) (Side) (Rear) (Other) Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant 1 TOTAL Inspection Requests Fire Inspections (360)473-5380 DCD:Building Inspections (360)473-5870 H/D:Bremerton,Kitsap County Health District (360)337-5285 L&I:Department of Labor and Industries (360)415-4000 PW:Department of Public Works (360)473-5270 This permit shall become null and void if the building or work described and authorized by this permit has not commenced within 180 days from the date of issuance,or if this building or work is suspended or abandoned at any time after the work is commenced for a period of 180 days. Obtaining inspections at intervals not exceeding 180 days identifies that work has not been suspended. 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 Contractors 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. I have read,and agree to abide by the conditions of this permit including all conditions of zoning,building codes,and State and Federal laws. SIGNATURE OF OWNER OR AGENT: ✓ :j'l�Y�kQ� ` jt�/.,Y�V /� ( t� PRINTED NAME: / ✓� c'4 T Li, 4 t"" DATE: �'" 7 ' C' l 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. 1. (DCD-01) DCD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency V (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). 2. (DCD-02) DCD: For more information, please contact Clean Air Agency through their web site at ( /" www.cleanair.org or by phone at 800-552-3565 or 206-689-4058. The L&I web site can be found at www.lni.wa.gov/p-ts/asbestos/asbestos.htm. 3. (DCD-20) Building Plan Review: 7 Smoke Alarms-Shall be interconnected 110-volt battery backup,one in each bedroom, adjacent hall, and on every floor C.F.M. Fan Rating-Bath and laundry 50 C.F.M., range hood 100 C.F.M.,whole house fan(2 bed 50-75)(3 bed 80-120)(4 bed 100-150)(5 bed 150-180) Insulation Requirments(over 12%glazing)-Walls R-15, Ceiling R-38,Vaulted ceiling R-30 Page 1 of 2 ` w PERMIT NUMBER BB05 00157 � i a DATE ISSUED: 05/03/2005 $R1 EMERTON ASSESSOR NUMBER: 3701-001-011-0001 ZONING: SF-2 SITE ADDRESS: 2452 E PHINNEY BAY PL APPLICANT NAME: WARD HUFFMAN PATRICIA A PHONE: ADDRESS: 2452 E PHINNEY BAY DR,BREMERTON,WA 98312 OWNER NAME: WARD HUFFMAN PATRICIA A PHONE: ADDRESS: 2452 E PHINNEY BAY DR,BREMERTON,WA 98312 1 CONTRACTOR: C M G 3 INC PHONE: (206)718-2790 ADDRESS: PO BOX 559,KIRKLAND,WA 98083 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 03/16/2005 APPROVED: 03/23/2005 EXPIRATION: 09/18/2005 STATUS: ISSUED (2x12 const. 2"air space above insulation for ventilation), Floor R30, Concrete Floor R-10 perimeter. Egress Windows-are required in basements in dwelling units and every sleeping room below the 4th floor. Egress rescue windows shall have a minimum net clear opening of 5.7 sq ft,a minimum of 24"clear height,and a minimum of 22"clear width. Code Compliance-All work in the City of Bremerton shall adhere to the following 2003 International Codes: International Building Code International Residential Code International Existing Building Code International Fire Code International Mechanical Code 1 Uniform Plumbing Code International Fuel Gas Code 1998 WA State Barrier Free Code 2001 WA State Energy Code 2000 WA State Ventilation Code Check For All Washington State Amendments. Check For Notes On Plan MINIMUM INSPECTIONS REQUIRED Inspection requests must be received by 8:00am in order to be scheduled for same day. To request an inspection,please call(360)478-5275 and be sure to provide your permit number,name on permit,site address,contact phone number,and inspection type. Preliminary Inspection Mechanical Plumbing Rough-In Framing Insulation Sheetrock Nailing Final Inspection-Building FIXTURE LIST Qty Description Qty Descriptior 1 R-Sink(Lavatory, Kitchen, Mop or Bar Sink) 1 R-Cook Stove with Exhaust 1 R-Dish Washer 1 R-Bath Fan and/or Exhaust Fan 1 R-Clothes Washing Machine Page 2 of 2 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Topic Index 1 Contact Info iii avwg Search Home Safety Claims a Insurance Workplace Rights Trades it Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber General/Specialty Contractor A business registered as a construction contractor with L81 to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License CMG31**0250P Licensee Name C M G 3 INC Licensee Type CONSTRUCTION CONTRACTOR 601894246 Verify Workers Comp Premium UBI Status Ind. Ins. Account 96013501 Business Type CORPORATION Address 1 PO BOX 559 Address 2 City KIRKLAND County KING State WA Zip 980830559 Phone 3608054940 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 9/17/1998 Expiration Date 3/27/2007 Suspend Date Separation Date Parent Company Previous License Next License TITANH1999D9 Associated License Business Owner Information https://fortress.wa.gov/lni/bbip/Detail.aspx?License=CMG3I**025OP 5/3/2005 . . , , . B 1 �j T PERMIT NUMBER BB05 00157 f DATE ISSUED: y # ASSESSOR NUMBER: 3701-001-011-0001 ZONING: SF-2 SITE ADDRESS: 2452 E PHINNEY BAY PL APPLICANT NAME: WARD HUFFMAN PATRICIA A PHONE: ADDRESS: 2452 E PHINNEY BAY DR,BREMERTON,WA 98312 OWNER NAME: WARD HUFFMAN PATRICIA A PHONE: ADDRESS: 2452 E PHINNEY BAY DR,BREMERTON,WA 98312 CONTRACTOR: CMG 3 INC PHONE: (206)718-2790 ADDRESS: PO BOX 559,KIRKLAND,WA 98083 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 03/16/2005 APPROVED: EXPIRATION: 09/12/2005 STATUS: PENDING VALUATION: $83,375.00 Residential Building Permit w/Mechanical/Plumbing c ',.11<; : Plan Review Fee $573.14 4580 FIRE DAMAGE REPAIR TO SINGLE FAMILY RESIDENCE ` \ LE Building Permit $881.75 2211 Building Code Edition: IBC:2003 Mechanical Fixture Fee $41.40 2215 Occupancy Group: State Surcharge $4.50 0236 Type of Construction: Plumbing Fixture Fee $41.00 2213 Flood Zone: J C/ TOTAL FEES: $.1,541.79 Setbacks: 7 (Front) (Side) (Rear) (Other Sanitation ethad() t Nu{nberplf� r ms: / \7 Squash F tage: Bid Price from Applicant 1 TOTAL - \Inspection Requests `...." Fire Inspections (360)473-5380 DCD:Building Inspections J(360)473-5870 H/D:Bremerton,Kitsap County Health District (360)337-5285 LBI:Department of Labor and Industries (360)415-4000 PW:Department of Public Works (360)473-5270 This permit shall become null and void if the building or work described and authorized by this permit has not commenced within 180 days from the date of issuance,or if this building or work is suspended or abandoned at any time after the work is commenced for a period of 180 days. Obtaining inspections at intervals not exceeding 180 days identifies that work has not been suspended. 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. I have read,and agree to abide by the conditions of this permit including all conditions of zoning,building codes,and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: 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. 1. (DCD-01) DCD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency (Clean Air Agency)and Washington Department of Labor and Industries(L&I) regulations i 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). 2. (DCD-02) DCD: For more information, please contact Clean Air Agency through their web site at www.cleanair.org or by phone at 800-552-3565 or 206-689-4058. The L&I web site can be found at www.lni.wa.gov/p-ts/asbestos/asbestos.htm. I Page 1 of 2 86 (,) co ( c-_-D 7 CSD ' U r � La P �Y a----'-- ._ • PERMIT CENTER * B LO CITY OF �C S�P Jeill. re- BREMERTON Building Permit Application 1v►spe.cfi'orl -fire. Ci a vv%a le 4 r- Dept. of Community Development * 345 - 6th Street, Suite 600 * Bremerton * WA * 98337-1873 3 _D ( -05 (360)473-5275 * Fax (360)473-5278 Applicant: Owner Contractor n Authorized Agent ((A/0, Site Address: a 45 e �/1- st- phi2d/I.y 6/.y pt'ive 13rr-r44, -i . W Wiz_ - CONTRACTOR: C M 1 -3 OWNER: F - r) C IA w /4 r i+ Address: /'6 --.5 7 Address: a 1- 5p E, J- ph 01A,,1.?15/, 1ue City, State, Zip: or k /AIL ) W, Q/' )33 City, State, Zip: Bi_ps,,.o,.f-,n 4/4. qg /2 License # & Exp. Date: C Mfr 3 j *x 6 25 Did Phone #: ( ) Contact Name: r.v; e L u N cA '3.2 9 -05 2 Authorized Agent Name: / '1A,14, L Lir- Contact Phone #: (ZOb ) 74 . Z 2 q 0 Address: 9‘3 / m&-L- 11 e m 57- Tax ID/Parcel #: 7 p/- 0 p/ - d I/ - © o o / City, State, Zip: Berth ,,,// jf,g Phone #: 2p 6 - '7/61- ? 7 7o What is the application for? (Please check one) NEW SINGLE-FAMILY RESIDENCE COMMERCIAL REPAIR n NEW DUPLEX NEW MULTI-FAMILY C 2 © IE g W// L n NEW MANUFACTURED HOME TENANT IMPROVEMENT l D n RESIDENTIAL REMODEL n NEW GARAGE/CAR PORT 6 2005 RESIDENTIAL ADDITION n NEW ACCESSORY BUILDING gREM�g7�N Di PT. OF 17 RESIDENTIAL REPAIR n NEW SIGN COMMUNITY DEVE(_O NT n NEW COMMERCIAL STRUCTURE DEMOLITION COMMERCIAL REMODEL GRADING (Cubic Yards: ) n COMMERCIAL ADDITION OTHER: IS THIS PROPERTY WITHIN 200 FEET OFA SHORELINE? YES NO X Scope of work proposed: 133 u ;/d h'447 I roG rice C F lrI, V oAl P) Square Footage: Dwelling: Z7 6 .3 Garage: iiv(lu� tci, Decks: Valuation Plan Review Fee Permit Fee Surcharge Total Fees cl 3 -31*, °15 5-1 (3 ,(pA Application for which no permit is issued within 180' s following the date of application shall expire by limitation,and plans and other data submitted for review 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 applicant,showing the circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration,the applicant shall resubmit plans and pay a new plan review fee. /1A4 4/Y i--- 3 /6 - &S" Applica is Signature Date Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 • Topic Index I Contact Info l Search (I8r, Home Safety Claims ft Insurance Workplace Rights Trades a Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber General/Specialty Contractor A business registered as a construction contractor with Lai to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License CMG31**0250P Licensee Name C M G 3 INC Licensee Type CONSTRUCTION CONTRACTOR 601894246 Verify Workers Comp Premium UBI Status Ind. Ins. Account 96013501 Id Business Type CORPORATION Address 1 PO BOX 559 Address 2 City KIRKLAND County KING State WA Zip 980830559 Phone 3608054940 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 9/17/1998 Expiration Date 3/27/2005 Suspend Date Separation Date Parent Company Previous License Next License TITANHI999D9 Associated License Business Owner Information https://fortress.wa.gov/lni/bbip/Detail.aspx?License=CMG3I**025OP 3/16/2005 Kitsap County Parcel Search Map Page 1 of 1 Kitsap County Parcel Search 1—Select Area-- Document An Initiative of nein t, the Kitsap 41#0:41;tt Pan County Land Information Search System ct, Tax search Account: 10. GIS Home Assessor a* Address: search Auditor Street No: op, Community 0 z Development Lu op. Public Street: 11.1 Works 2 I *7X 0,Note: Do NOT enter Street Direction Treasurer ku 4 (E,W,N,S)or Street Suffix(St.,Ave., -4 Blvd,etc.).A list of potential matches pp Related will he displayed. Links Reir;tital pp Comments (ege - Show Imagery: 3701-001-011-0001 Please Note. Co pyriq ht p County 2004 fl"print Copyright Kitsap County to.' Lose r— 2004 Show Land *By law this information may ID: not be used for commercial purposes. THIS MAP IS NOT A SUBSTITUTE FOR FIELD SURVEY* Imagery provided b Space SPACE Imaging 2001 OWNING (Imagery tolerance is plus/minus nine feet.) http://kcwppub3.co.kitsap.wa.us/website/parcelsearch/presentation/charneleon/map.asp?C... 3/16/2005 6c, e 7 f; PERMIT CENTER CITY OF BREMERTON Dept. of Community Development * 345 - 6th Street, Suite 600 * Bremerton * WA * 98337-1873 ❑ Mechanical n Plumbing Type of Fuel: J ( Electric I I Gas I I Oil I I Propane Occupancy: ❑ Residential ❑ Commercial Site Address: CONTRACTOR: < Ml C 3 OWNER: Pei�Y,zi� Address: Roj 5,1 Address: 2 ¢ SZ g/I OA,4A • 641 i7,,ve City, State, Zip: /(ii-4 /4,,,d t,4g 9S0e3., City, State, Zip: ' ' / ' License #& Exp. Date: CMG 3 T s 62.5 o P 3.z7 Phone #: ( 2 ) Contact Phone #: (-26 ) -p,y-z7 q o Tax ID/Parcel #: 3 2 D/- v d/- U // - D D 0/ NO. TYPE OF EQUIPMENT NO. TYPE OF FIXTURE RANGE WATER CLOSET WOOD/PELLET STOVE/GAS FIREPLACE BATHTUB GAS FURNACE btu: LAVATORY(BATH SINK) CONVERSION BURNER btu: SHOWER r p UNIT HEATER btu: KITCHEN SINK -� BOILER btu: / DISHWASHER MAR 1 6 2005 ~) GAS PIPING LAUNDRY TRAY EVAPORATION COOLERS btu: / CLOTHES WASHER RRFAAFRTf J-fIFPT nF A/C UNIT btu: WATER HEATER COMMUNITY DEVELOPMENT HEAT PUMP btu: URINAL REHEAT BOX but: DRINKING FOUNTAIN / EXHAUST FANS FLOOR SINK OR DRAIN f RANGE HOOD(RESIDENTIAL) / WATER PIPING&ALTERATION RANGE HOOD(COMMERCIAL) GREASE TRAP/INTERCEPTOR CLOTHERS DRYER HOSE BIBBS INCINERATOR LAWN SPRINKLER SYSTEM DUCT ALTERATION SWIMMING POOL TANK TYPE: BLDG. SEWER: (MOBILE/MOVED HOME) REFRIGERATION UNIT ROOF DRAINS OTHER: OTHER: OTHER: OTHER: .4 e- MECHANICAL FEES: '( PLUMBING FEES: (.6 TOTAL FEES: —;//kL,Le, P& 3 4 — aS Applicant's Signature Date ' CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT Receipt Number: BDD0004417 OM OF 345-6th Street,Suite 600,Bremerton,WA 98337-1873 8REmERTaN (360)473-5275 Fax (360)473-5278 Receipt Date: 03/16/2005 Cashier: VWOLF Payer/Payee Name: H2L PARTNERS LLC [1( Tran Original Fee Amount Fee Permit Fee Description Code Amount Paid Balance BB05 00157 Plan Review Fee 1/4580 $573.14 $573.14 $0.00 Total: $573.14 Previous Payment History Receipt# Receipt Date Fee Description Amount Paid Permit# Payment Check Payment Method Number Amount CHECK 1806 $573.14 Total: $573.14 Page 1 of 1 • . . I.-I ,,,,.7:. 7.2+(:: F .Irl;i 7,: § I..' !::: ;4!I4W .0t• pi , L ,, .'" P IL ;'''., %.. ,z '!) L. , ,.. , — - ---- II . U7i 2 ,:, "•': .-,,, r-4!! II II -: ..,1 t•:- ,. L X1 Xi .._............. . -.1 dL 0 Ill 10 0 -#.•al P A] II A > -. I > IH--1 =I - 0 -I 11 - -4- z :', !F, az en hi.i• DEL .c :1!c I i '4!' f,;i 11 1 1.35 C A-0 ED t+3 17 ----0 4 -.41. — mm 7.., —..---- CI o L ....s.*i -CI 74 = r 0co z :•-,::,-, 5,3 oo m10.1grj . - -. . ..---. i ,Ito 're --g A mriti -Al 0 mama co run ‘ ,,,,,, e........\ C=} .11 .C:', rei v -z-- .., c).,,,,,,,ts. (.. • -- l'----t---- it-..., U...\ ...,„: E0 3DVd ZLIZS8VSZV TV:ST SOOZRZ/E0 1 f ir (k....__ \ 9 - _. (..,, N z m }e cn CD cCD a m P, I,0 N x v - 21 r ID Oo o • o T M \ tir f ; 1 j _ 2.-01- 011. M N3 i N b 0 PJ. N w P K 7 . . 1] G? 01 0 _„ g c 1o-r I S-II V — CAIITIETI 1I1ll- TT 8 o x II 4 0 XCI ooI I IIi' I I 0 2: 1 5. -J lit II i -4 w m 11 � . .n n I I = I vi a --F�J 0 r1C0f,A OaXIM a L m K N x 0 mm of-210cir - Fs0 I; d rir_i -, An 0› \___ L.--- . _____ 1 ii P • i N.3 1x1 4 p * . 00 39tid ZLTZSBPSZP TP:ST 5002/TZ/80 03/21/2005 14:39 4254852172 PAGE 05 Il 1 11 "'! � (I) i 4 it k ,t iii k 1 lei 11 Q9, r) ty, / tr-e 1 If' O n o I 7-41a' , t'N / Ef--Cr t a 1 I \r 14 I Itr-6.— If 1.4 ftâ eIi iiCA17CON-L I N a I�% l z-I* I $t LJ 1 :111 i a oA a:, • I ill I `'h 1 , B , „,..., 14 ,, PERMIT NUMBER 3305 00157 14 w' DATE ISSUED: BE MfRTON ASSESSOR NUMBER: 3701-001-011-0001 ZONING: SF-2 SITE ADDRESS: 2452 E PHINNEY BAY PL APPLICANT NAME: WARD HUFFMAN PATRICIA A PHONE: ADDRESS: 2452 E PHINNEY BAY DR,BREMERTON,WA 98312 OWNER NAME: WARD HUFFMAN PATRICIA A PHONE: ADDRESS: 2452 E PHINNEY BAY DR,BREMERTON,WA 98312 CONTRACTOR: C M G 3 INC PHONE: (206)718-2790 ADDRESS: PO BOX 559,KIRKLAND,WA 98083 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 03/16/2005 APPROVED: EXPIRATION: 09/12/2005 STATUS: PENDING VALUATION: $83,375.00 Residential Building Permit w/Mechanical/Plumbing Plan Review Fee $573.14 4580 FIRE DAMAGE REPAIR TO SINGLE FAMILY RESIDENCE \ L_ &.....) Building Permit $881.75 2211 Building Code Edition: IBC: 2003 Mechanical Fixture Fee $41.40 2215 Occupancy Group: 6 State Surcharge $4.50 0236 Type of Construction: In Plumbing Fixture Fee $41.00 2213 Flood Zone: / i.ec � TOTAL FEES: $1,541.79 Setbacks: (Front) (Side) (Rear) (Other ' cok Sanitation Method: V Number of Bedrooms: 1 • °e- V V 34, Square Footage: Bid Price from Applicant . 1 TOTAL Inspection Requests Fire Inspections (360)473-5380 DCD:Building Inspections (360)473-5870 H/D:Bremerton,Kitsap County Health District (360)337-5285 LSI:Department of Labor and Industries (360)415-4000 PW:Department of Public Works (360)473-5270 This permit shall become null and void if the building or work described and authorized by this permit has not commenced within 180 days from the date of issuance,or if this building or work is suspended or abandoned at any time after the work is commenced for a period of 180 days. Obtaining inspections at intervals not exceeding 180 days identifies that work has not been suspended. 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. I have read,and agree to abide by the conditions of this permit including all conditions of zoning,building codes,and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: 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. 1. (DCD-01) DCD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency --______\ (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). 2. (DCD-02) DCD: For more information, please contact Clean Air Agency through their web site at www.cleanair.org or by phone at 800-552-3565 or 206-689-4058. The L&I web site can be found at www.lni.wa.gov/p-ts/asbestos/asbestos.htm. Page 1 of 2 03/21/2005 15:41 4254852172 PAGE 01 H2 L PARTNERS 1141019124>ns� PO Box 593 . C - Kirkland 98034 03-21-05 Art: Valerie Wolf RE: Patricia Ward Fire Damage Permit# BB05 00157 These are the As-Built dwg.s I've developed per your request. I hope these will suffice. Please call me immediately if any questions arise. Sincerely Ernie Lund ADDITIONAL INFO THREE MORE PAGES ci\Vi)12 3 Brent Hill Partner 760-409-0007 Ernie Lund Parma' 206-718-2790 Mac;206-.718-2740 760-4090007 Fax:425-487-2284 Ear&atow9431@hdtmaiL I#2L. I 03/21/2005 15:41 4254852172 PAGE 02 MSN Maps&Dire6tions- Map Print p.„@moilr1 iliStIvtlill Maps & Directions iff,FF BapPeost Tadaoloin .; 2452 E Phinney Bay Dr,Bremerton,WA 98312 111-'..0.••:.1.4,‘,.,••,-..,i,i-,41;,341-4.41":..%.,i;ug. ....-..:i..,4ii,,,, .....,;:c..,. ..4-•i,',..4: ,:!•....sa.,..5.:•1:::,y•ok.:::•i,7. ,.......,,,:.....7;zp.7..,--If.,..!,17.ii.4 .- k:,,,,......,„_.,,,....,,,,, •• ., ,. .• ..,,...„:„,.„..,.: •• • ...,. 104,:•.•:.,,..,,,,. ,r,4,..,..,',-..‘,...,,,604,..4,...r:,.....1:, -4,..1.,..:: -.:1 Fru" -0.)...k..3,-,,,,,,i,,,id-:..-.;r:s 04,c;i, ..... ;,....:,...,4i„4A.,.-..t.. ‘,,,.:,..,,, . ..,Z1...•it'W,t ..•s*'::::,...:i.''.. ,,,,i.r.-..:45:::,,LA,-:... 7.-..•.1:•,::.......•,.v.,,:.4:-,4,.”,"•! 3r.f.':.:•.;.:... 7-,,q7::V1:'nfA ;,...:71X, 4N<•1;•:•67, 12-?,4..:t.A.,!*;-..".• !,-:•.;,:,..1r,"*',;',,:.:F.'-:-It -,,,,,7•1'...:,--i•A:Wg14i,,?„_,. ..r.;....PIx;*.;,,,.;.-.7,--,:r::::.,..;,:.:,::...:*2,.\:: :;:;:lilii,,',.,-,''..-",4;(4i•.);-.,:4.4t,_?. , e ..,-,.. ,.:14?A?....;ir:44r ..':'„,..efi4:::4Dtr.;:,4:iniliA,TVk,...:.:. ;1;•ie'::.14.r.,71,gtfr:ft1311.!.!9;4'. :".. *:',.::,: 4 4 ,.....i... ,:.r,04.62::E..,Phinneciit_BaliKOlit'.4tii2P:'..!.t:.: 4*.d;7.:477;:.:.:424:-:.v.:;:!••.•::,:..i'!;14..:;;.':1:...r:S:n-.*:. ii A 1:1'i:-':•:sak?.4;;*1:'2.,0',,.<'Pt*. • ,,,,.'.'t...,'''''.:•''''i:ilri'''..., k.-441f3i54*,,..,..4.,:'- rT4i:?OffiliStiAt.?9!r.'•;': :: :M.V....;V.S:::K.:;;N:.:7r1:'7.1:0•05:4 ‘:. I. „ i. x.m:,.'•:eke.,IVA:W4i,.. ' ..t. 61',V.:':','s;:i',..‘::j 4:;.1.,:if„4.:;:ri,:;:: ::fC '..Z.'''...14.;-'••••v..';Ki:1:::,-',1?, ..:1 '.A! V,..;Y:Alaili/0.4,4*.,•$tt1.41- ' ''.:V^,-7:', ::7; !:::. if:A4771:'Z''.14;.; '4:`,':.'..' ;':S%:7,:'/:'...1.:). •V.:.....',P.•:'.t.::;135'A.W4:45f."1:-! ::::. ."7 .... :.:Vtqw414...:, ..:.:. :2..7.1.i i • 3•ve.4-y A.';;?;„.L;;-0-e..0,.•.44-:,•;,,,;.•;.,.,,.?y4.,..i.1...it;;•..,•9-'".4:r.e's,`..'.,.,f;.,':,,',.::.•.•.0V:..-''.,,:...:1.k.',0*!',1..:.1:.!,:.,5:1,,...:,.,,71j,:•..::...rf«0,.....,..:f,.•L.,4:;:.,.';:;.'3,:11:'...1.:..!4`:,01..::,•,•:•K•...i'..t0,;,;.'4;,...4;...:.:-:'..:k.:;':...:I,.::..,3.•*;,..-:-....4.,.1k...ii.,1:,'.,.,:r..s.,k.:4•.:I•j•-f;i.,..41,•:.;•,t,V..e::','.'.,:37.:..::.1,.0,,i•2;F..•:0e3i4::-.:k4i',l;i.....'.t.'.,i,-'.6.t5.,f..i,-2..:.i.g4....:..,k;,;ai.:r..;:.i.V1i?.,:;.:,,,,..f.,.,....,,,,I4s,t..-;!,:-.::...1':..,"'4t.-.:'v.e.'i-!i-:•.0a';,.':.,,.;1.,-,...::.,.,.,t..,..•.7,•;.PV.:-..;:..i2..:2'.;:,4.:,.:,:P,':',-.!•.'•.:..•.•,.•.::t4N,W:e!;(4.-:,4:.•.i.'.y,1';:.f*:,•.,•?';•...•-1:.11)i.41rt,,.i3-•,,.,.,,-.,'•)..;,!.•I7..r....::..:...-:.•,0?,Mt ` < 0 t 4 T., 0 4ri1u * :l,i',i'1'.•.: k'.;.•,A.,.,•,"..c—•V4,:.i,r:p,-.-.o.,„•,.tC'...-•.Li,'..v1•.4:.-•:-•,'-4-:",.k.,!,7e'i",,1I,r,I,:i•=•;1,1.44,...L-.15F.,,.Alit..v,1:"7tq•,::•,t.':-.1.N.A:‘iA'';‘,'...c:.-•tt-.riwk•:Tr:-v',':,..Y4''-,•..-•.r,.:.-7.::,•.'•--.f%;:./•2•,'7:.:•!:'-..iF;-*,•-•::•::,1(:-.,..*'.-..'5.4,,t.'.;.P;.,::•i.1.,,!.;..i::l..4..'.,,t:,.•...,,:,i1,',.',.,":,-i'.#.'..iE.wt,.i,..1'..,0.i......i..:"/f.;V.4Q6....,-•.••,:.:4,:7•14:::,'•,,,;.*:..:.",i.:.N.}I±1..'•:.,.1Y,..,.".....?.A..4r.;'.1",,-.•;.: •. •"i• ,,.....--•Kt....,.!..:Avo'it•••«•,-:,4'...c,',:.•04. 4..i.'Ocra t•:.........--4., ''',..,o,',V,?: ,,,4-::.,,,6;,-;:it.,,!.., P:(,-,.1..1.740.14nitlim:',54.. •54t,t."4.;•::.;'''i;l'a:0114-144.1:0;,, ' litiOlie$: -.-;.!'iP., ..-.4....r.1:4 .,•,,,,..;:,,;:::•,;7p,,t.T.;:.:.-.-. •....4i..,790.604.ii.47.,,,,,-'15t..640...6.:41._,.....!.c.:Av.,i.:47/4: ,',:,..:......7"...:F.,A,'..1..,F.1;;Tr.;r, .2,....0....-1,..?3,4e4.,.%.,,,r,:,....,,,tkii.lw;-,?•,,,,v;,,,,,, ,..**,.Aj,,,•.,;,ii.f.',.--...‘ „„,....;r!ii.: ....;,7,.....:t4.:••:,•,1•;......ii.,•,7t,':::,,zNiistimii ••'..,;:,. ..,f,;•.:•*7.-•*,#.4-t'e•:.?:::irls:41,•;4,K.4R.,.. .,.ii,-,z...?0,::g1,4.,Aiirifloe.. tit :,:-.........:.; ::.:•;, i ,..v ....,/,........... ..34Theti :,...•,• -,.,..:..*:;,...-3.,,i,,•-,•,..:.E•oi.,?..,,,•;.,'.i.:•••;41.0%; .!4.-,,,.4,;•,:ti-k:•,,,,•);.',..,,1,-:...r,i4t,•,•••. .1.v.• ,Ttr.o..e. •. -',. ‘'..,.,..-,-..... .••4..:z.c...:.:...!.e..4.774,,..,,,e,.... .;!!!,, ..:•••,..• •••••ri.::...0.•::•:•.z::,..Fi.5.•-,..;!ir.cY,Rtifo '....i......!c..:•'N'c,..,?.e-i:::...' .Avf•-:.4.4;'' '' V.*40..4 '.lise,f4 ~;Q:, •;Atte ,Y,-.... ,. ,4,?...i$'=.i.v.f,';01;':..-1''..7•A",:?:.•,?v,.:,... .- .•',.',.•':7 t 46M1:1_..•...1*...,., :::,.• ......, v.:1;.;......,:,,......&, ...,(„4.r.„...,i....k... ...,..,...:„. :. ...,...:::_,;_.•_.7;_„.„.... -,••• •; ......$.......:r,71..„- :.,. A..#4..,..,,,,.$001069,,,,40. .....-4•'..7''"02.- :.•''./t'‘)Wp '''‘''!;'.,ftp,,•..,.. 4:•'`,1"'"i•'''' +;;;.4;4.,'.. •,, . •••:? ;:"T..,,--,;;;;4,..i.•(;••••••.::',...':!1$1;rxit.,$.:,:•#F.'i,gr,:- '.- •• ”4w.....,:,,,. ,...,,... ,i".".. .',„..•.7..-'"*„.•:.../ •••••';';'1C. ..kt..",,,, '••.•,-;APi, ,...,ti X 2.'21', ..ti.:,er:' ...r...7.7..:,".."';!..:•.,• Ai IN:V i.::'*?.'..'Yi?..i'''.'...';'-q'11.../1.It'.'.:';'4.. ,A'..4.43,n:. .),Z.•:'.‘7'.;,0".1'77/4,- ''''. .....-i,-, "0,9§,r.t.•!,•a',t4,,,qt.Zigki'a'....44Y‘: 14. .i,',''..'". ..7 q‘i`:'-'',Yi'":.::::,11'.i:?.,..'"i.s',:.2,.',IV'-',4;i.:.1;;;;:....., ,— '•9",(.0.t.11§4ik. ,i..,,i.-1.,.-it:,Kq..f'q,T.,...L.fi,.. ;4!1.611:0,,,-3iiprki.r-T. ....,*•••• -,v, '..fk. 4411 .:;07!..i.i...4.4iiii419611iiititZt)q. ,*.--,:r. ,:, •';!''''';e0it.c, N--#..,4"0-,',, 4,..ri.,...,. .,4'....'......'''.:',;*;''-1 '"til:".•:*.i:..4,k; .,,::"...?:::.F.,'...k.Srf,-.6-i‘!t,t.:...:'./.;...Y.,,...r::,4$:. ..--:.:4, :.:. •i4t1 .:..,,•,,,...t.,k,:ic ,rrz .,tt:,4,iz.b:n.,,,...,i.,- --. .:.s.,;,4w,..;;: ;•.....,....A.. , .; .... ,....,,F,......,.r. ,'',...:.,J.:A,.,-,t.„j C':;),, ?7,7'1' i4- y 4.' .,k1...,;,A i ..A...zip. t..,,... ...,. .4 ....•,-t -r• '''''' •Ir.,x IN& ,.. A411i; l'''''r'1, 1 'P:::''''''''''."''"'i'cl''''''t E.•• ..""40,4iti,lrKe'4,ts17•Ati :7,4iii.A"714levir•7".P.3' ''gr•.P.`,11r1... ''''... '"I-v." - V..1; ::.:;1,:.:1":44.:.".... ' ..'.4...,7....14...:1.rk..........;.4.-?..ef''N' •,iCk1:4NL8114,?,,.'‘•• Zi.it•'•'71:..`,s, X'ir.N4,,,$.7441,:.'.7,‘,..,,,., f '.g-ii, ''''''f7..,i‘',.‘i,Y1‘1.11.',.'1.,''s",rii....it!.;a: ,..,f,..:!re,',.:AZ),::::.5.:1';.1.rii:;:?1.2,4:V.-, :c .,,1 farA,tiV,‘, • ," ‘,"jdiAlf, . ;Apt' • 414;;C:.*AIIN„l•l' 7./."41144t 67'l''',.''',?,;'':;:.'" .:..7...:';-'::74t7-`M'I.W;:.:'''''. 4f;,Z.''II'.''•.A;i117:** ...'' ..'.A':':)., ekiri,-,,,,, r ,-,...n. •,, z,Tw el.tv,.. ..-1•,•'''.1. -..;'''''.z.r. . ..t...;::-.':... ......i.4 .3 t....,..; ,..a4..st;q:;;..'::::.....,...-:;‘,..4..0.,,.• 4-kit:::..21*,..q.f.'..:;44..i;,1.A.:410?._.1.:.i..,,;;;;;;;;$4114114t,c,:ir;:,-.1,r.i,i4...4..,:i4;:44.; '4fi.,. i:; ,'....,;i•':,...7, 'r,:.:'T.....',..-.,. ..-;,•,i;.•;:iits.;•,;(:7''.,Tr,f4:•. Nity,Arqs.vt.,,,:Ak....1A4.11,,..;:volivritt,.... . :.i,a.,,.. ..,..;,4:„.-:-1.,,., ,.,,,.,,w.;. .;.it, )..,;•?•`,',AM:':1•41?,:f.'‘'iPg.':'.:;Tg,:-R, . 'st. .?,giar,*',,,,..,, .,',AWI$XIMek01:4,.%41! .4.-..• ''-'4• '`.*.tk." --: :!,.7Y4'f+,,titii .4)°,',.':',. • :::i.??4,"..,'•:•'?::•...., ..':,•:1.•':• :.':;".7'.''..-pr,41.e.t,' „,-**7:30Pfell•••lie.gli4410,i:1`.,M4if;riA47.4 .:-.;,'1..P44',Ti4.''" •-t:40. . •"61RIFte,F.A'•- 4 A "7:.:.-'‘'''..:l';;:•...:."."..4:' :'<::•':,:q;'`Z.5:4KS54'.''•', '7.4•iit. '1,7•?,?,'';1S.'4..i:':•1%.e.'47N1'i•i,t4(2:•tiili,v;')"'0•;•.4'W,.g •Itifr4.. ,. .V-''•--•-•t'Ski-q0K.-.1 :: r...:-,'....;• ;:i'.',;:.4.•.',q, -.....ka,!:-:_OMItOlfe,-''• •..N_,Ar,t...p.: '.;i4V.;-,e.04,1:-17,0b,ov,%.,.,0, 4.• ;•••';;;Vot -1414----' •;.."-...!* -.pi‘s,••=4::1.- ';`......f.??..:IT.:-X:- ,..':, 4.I....rOTTRI.,;,,Pkia'...F.,4PK5F,014Y,4.ft$41k0,V.,..V. ..7.4rirAtil' .;''..'7:0*.iiiist:''s:..,.. .t-'-. ..:.:-.5'.1..:•!i". k Your rot to use maps and routes generated gn the MSN service is subject et all times to the MSN Terms of U$e, Data.peas,sopyright,.and disclaimer, http://rnappointrasn.corn/(psr3qw55pizaxyf2qInt4hcrt)/PrintMap.aspx?/vIPMtd=M&L=US... 3/10/2005 INSURED :Patricia Ward COMPANY :AMCO LAllied ami LOCATION :2452 East Phir ney Bay Drive :PO Box 29 Insurance Bremerton,WA 98312Mica,WA 99023 a rc POLICY NUMBER MP213812 _ ADJUSTER NAME :Dale Waifs 1 Or "' OUR FILE NUMBER :46N36024 ``AAcgi O N Q OFFICE TELEPHONE (800)459-9390 DATE OF LOSS :12/312004 cc U/'CELL :(509)710-9313 I DATE OF REPORT :1/21(2005 9�p FAX,, :(509)891-2689 - O /rl',PP EMAIL --WALLSD2aNatiotlwide.oOm Area Name. General Requirements - i p il4 2(l i , .I / / 9 • Quantity Descri•tion _ //' Unit Cost RCV it DEP ACV 320.0 HR Tear Out, All Affected Portions \ $23.02 $7,366.40; $7,366.401 4 workers 10 work days. Includes cle"'eninp of yam°" !! items that will be repainted, addition roof and - f i damaged framing of main roof. i 2.0 EA 40 Yard Dumpster Rental $485.00 $970.00 $970.001 Subject to adjustment from actual invoice 4.0 EA Dump Fees $125.00! $500.00 $500.001 Subject to adjustment from actual invoice 1.0 EA Asbestos Test Fees $225.00 $225.00 $225.00 Subject to adjustment from actual invoice ' 1.0 EA Drawings and Engineer Stamp $0.00 $0.00 $0.00# To be paid outside • ..is estimate . I 1.0 EA Permit .;- -= "-i U $888.75 $888.75 $888,75 Subject to actual in , 1.0 EA Sanitation MAR 16 2005 $0.00' $0.00 $0.001 Included in overhead 1.0 EA Asbestos Removal, Floor TitszckEMERTON DEPT. OF -;$1,437.00 $1,437.00 $1,437.00 Per Sub bid, Assured RYUNITY DEVELOPME • k ! 4 1.0 EA Emergency Power Service and Lights $400.44 $400.44E $400.44! Per invoice, Nordic I Totals For General Requirements ------ I *11,787,59 -_ $0.00 $11,787.59 Area Name: Framing Quantity r Description ' Unit Cost ; RCV DEP 1 ACV 616.0 SF Replace 2x6 Rafter and 2x4 Ceiling Joist, 6/12 pitch, 1 in Tuss Configuration $3.45 $2,125.20 $743,82 $1,381.38; Roof over kitchen, dining room and stairway. 1 1.0 EA Install Bracing to Undamaged Rafters and Ceiling ' Joists, to meet Code Requirements. $512.00 $512.00 i $512.001 Per engineer recommendations. Includes 2x4 bracing. 8 hours labor + $225 in materials 688.0 SF Replace Plank Roof Sheathing on Main Roof $1.25 $860.00 $301.00 $559.00 100.0 LF Replace 2 x 4 Ceiling Joist Cross Tie $0.931 $93.00 $32.55 $60.45 Main roof. 2262.0 SF Smoke Seal Attic Cavity $0.19 $429.78 $150.42 $279.36 One half of main roof area and two gable i ends 1 1262.0 SF Replace Blown 12" Blown Ceiling Insulation $1.121 $1,413.44 $494.70. $918.74 Main roof 38.0 LF(Replace 2"_x_6" Barge Rafter $1.50 $57.01 $19.95 $37A:j I "' This is an estimate of recorded damages and is subject to review and final prova/by the insurance carrier.__ NationvAde Form CEST-1P2.5-31.3b Page: 1 ' ( - INSURED :Patricia Ward COMPANY :AMCO [1:jAllied LOCATION •2452 East Phinney Bay Drive :PO Box 29 Insurance :Bremerton.WA 98312 :Mica,WA 99023 A Nalprn.ide drgwry POLICY NUMBER :MP213812 ADJUSTER NAME :Dale Walls Otr Aar Six.' OUR FILE NUMBER :46N36024 OFFICE TELEPHONE (800)459-9390 DATE OF LOSS :12/3/2004 CELL (509)710-9313 j DATE OF REPORT :1/21/2005 FAX :(509)891-2689 EMAIL :WALLSD2@Nationwide.com Framin. - continued... IQuantity Description Unit Cost RCV DEP ACV J 49.0 LF Replace 2" x 6" Hem-fir Std & Better Sub Fascia $1.731 $84,77 $29.67. $55.101 87.0 LF Replace 1"x 6" Cedar Barge and Fascia $1.50} $130.50 $45.68 $84.821 5.0 EA Scrub Wash and Sand 4x8 Wood Beams $45.001 $225.00 $78.75 $146.25 In family room 408.0 SF Replace Knotty Pine T&G/V-Joint Plank Ceiling Paneling $3.70 $1,509.60 $528.36 $981.24] Included here because it is a part of the structural system in this roof. 408.0 SF Replace 2"x 4" Joists 24" O.C. Ceiling Framing System $0.701 $285.60 $99.96 $185.64 408.0 SF Replace 5/8" Ext COX Plywood Exterior Sheathing $1.28 $522.24 $182.78 $339.46 1 408.0 SF Replace 10" (R-30) Unfaced Batt Ceiling Insulation $069 $281.52 $98.53 $182.99 408.0 SF Replace Vapor Barrier for Ceiling Insulation $0.14 $57.12 $19.99 $37.13 75.0 LF 1" x 6" Cedar Fascia $1.50 $112.50 $39.381 $73.12 150.0 SF Replace Cedar T&G Soffit $1.46 $219.00 $76.65 $142.35, With screen vent i Totals For Framin,; $8,918.27 $2,942.19 $5,976.081 Area Name: Roof Square/Rectangle: 8.13 SQ (Rectangle: 18' x 45' 2.0"-) Square/Rectangle: 8.13 SQ (Rectangle: 18' x 45' 2.0" ) Square/Rectangle 0.24 SQ (Rectangle: 2'x 12' ) Total Squares: 18.15 SQ (16.50 with 10.00% waste) Quantity I --_ Description Unit Cost RCV DEP f ACV 18.2 SQ Replace Fiberglass (3-Tab) Composition Shingles 1 $105.41 $1,918.46 $671.46 $1,247.00 2.0 EA Replace 2'3" x 4'3" Fixed Aluminum Frame Skylight $364,45 $728.90 $255.11 $473.79 On flat roof 1.0 EA 2" x 4' Fixed Aluminum Skylight $364.45 $364.45 $127.56 $238.89 2.0 EA Replace 2'3" x 2'3" Fixed Aluminum Skylight $298.45 $596.90 $208.92 $387,98 18.2 SQ Add for Restricted Access Composition Shingles $13.54 $246.43 $86.25 $160.18 102.0 LF Replace Drip Edge for Composition Shingles $1.68 $171.36 $59.98 $111.38' 4.8 SQ Replace Torch Down Roofing Built-up on Addition $180.44 $866.11 $303.14 $562,97 16.0 LF1Replace Chimney Metal Flashing $2,31 $36.96 $12.94 $24.02 Totals For Roof, $4,929.57 $1,725.36, $3,204.21 j '** This is an estimate of recorded damages and is subject to review and final approval by the insurance carrier. '** 1 Miatiertmtdst Form CEST-1/2.5-5P6b Page: 2 • • • ' INSURED :Patricia Ward COMPANY :AMCO Aiiied LOCATION :2452 East Phinney Bay Drive :PO Box 29 Insurance :Bremerton,WA 98312 :Mica,WA 99023 Aruum^-d'c r POLICY NUMBER :MP213812 ADJUSTER NAME :Dale Walls Qn Wolff Tale" OUR FILE NUMBER :46N36024 OFFICE TELEPHONE :(800}459-9390 DATE OF LOSS :1213/2004 CELL :(509)710-9313 DATE OF REPORT : 1/2112005 FAX :(509)891-2689 EMAIL :WALLSD2IgNatianwide.com Area Name: Electrical Electrical ;E'x 45'x 8' Offset .17'x 25)(8' Lower Perimeter 180.00 LF Floor SF: 168600 SF Wap SF: 1440.00 SF Upper Perimeter. 180.00 LF Floor SY: '187.22 SY Ceiling SF: 1685.00 SF Quantity _ Description Unit Cost RCV DEP ACV 1480.0 SF Residence Electrical Rewire - Per ware Foot $5.75 $8,510.00 $3,404.00 $5,106.00 Main floor and addition. Includes rough in and I room tortures. Applainces not included. Includes smoke detectors in bedfl-®oms and hail. Baker Electric sub bid, less''*aures, is $7,150.00. Totals For Electrical $8,510.00 $3,404.00 $5,106.00 Area Name: Plumbing Quantity Description Unit Cost RCV DEP ACV 1.0 EA No Damage to Rough in Plumbing. Fixtures Listed'in Rooms $0.00 $0.00 $0.00 Totals For Plumbing_ $0.00 $040__ $0.00 Area Name: HVAC Quantity _ Description Unit Cost RCV DEP ACV 1.0 EA Clean Oil Furnace $140.37 $140.37 $56.15 $84.221 Thermal Pride brand. No damage seen. i 1.0 LS Clean Residential System Ductwork $388.32 $368.32 $368.32 Subjext to sub quote Totals For HVAC $508.69 $56.15 $452.54 — Area Name: Window Treatment ----�- —�- Quantity Description Unit Cost RCV DEP ACV 70.0 LF Replace Drapery/Blinds $34.78 $2,434.60 $852.11 $1,582.49 Budget, subject to sub quote. Sizes as per the estimate diagram. — Totals For Window Treatment $2,434.60 $852.11_ $1,582.49 F " This is an estimate of recorded damages and is subject to review and final approval by the insurance carrier. ***1 Daae Form tEST-1,2.5-SPsn Page: 3 [ ..._ - _______ - INSURED :Patricia Ward COMPANY :AMCO 2 Allied LOCATION :2452 East Phinney Bay Drive :PO Box 29 Insurance :Bremerton,WA 98312 :Mica,WA 99023 ANeai,..idt(nmyry POLICY NUMBER :MP213812 ADJUSTER NAME :Dale Walls �'d`- OUR FILE NUMBER :46N36024 OFFICE TELEPHONE :(800)459180 DATE OF LOSS :12/312004 CELL :(509)710-9313 DATE OF REPORT :1/21/2005 FAX :(509)891-2689 EMAIL :WALLS02(12Nationwide.com Area Name: Front Elevation Square/Rectangle: 378.47 SF (Rectangle:45'5.0"x t3 4.0") Total Wall SOFT: 378.47 SF Quantity Description Unit Cost RCV DEP ACV 1.0 EA Reglaze 11'X 3'8"4 Lite Picture Window $714.00 $714.00 $178.50 $535.50 To be updated from sub quote. i 1.0 EA Reglaze 10'x 5' 3 Lite Picture Window $564.00 $564.00 $141.00 $423.00 To be updated from sub quote. 1.0 EA Reglaze 8'X 3'10"3 Lite Picture Window $564.00 $564.00 $141.00 $423.00 To be updated from sub quote. 1.0 EA Re-install Prehung S/C Exterior Door $14.26 $1426 $14.26 1.0 EA Paint/Finish Prehung S/C Exterior Door $44.03 $44.03 $15.41 $28.62 And jamb 1.0 EA Replace Door Hardware $53.91 $53.91 $13.48 $40.43 1.0 EA Re-install Screen Door $14.26 $14.26 $14.26 1.0 EA Clean Screen Door $5.99 $5.99 $5.99 3.0 EA Paint Wood Window Frame $68.76 $206.28 $72.20 $134.08 Includes caulking and fill after insert is installed. 1.5 hour labor 94.6 SF Replace Cedar Shingle Exterior Siding $1.57 $148.52 $51.98 $96.54 White portion only 94.0 LF Paint Open Eve / Soffit $1.11 $104.34 $36.52 $67.82 Quanity increased for rafter ends 49.0 LF Paint/ Finish Fascia $0.71 $34.79 $12.18 $22.61 48.0 LF Replace Aluminum Gutters $5.58 $267.84 $93.74 $174.10 24.0 LF Replace Aluminum Downspout $5.09 $122.16 $42.76 $79.40 Totals For 'ront Elevation $2,858.38 F $798.77 $2,059.61 Area Name: Rear Elevation ' Square/Rectangle: 450.00 SF (Rectangle: 54' x 8'4.0") i Total Wall SOFT: 450.00 SF Quantity Description Unit Cost RCV DEP ACV 1.0 EA Vinyl Window Insert for 2'8" X 3'8" SH Window $214.00 $214.00 $53.50 $160.50 Intalled in existing wood frame. TO be updated from sub quote.Includes!2 hours labor to install i 1.0 EA Vinyl Window Insert for 5'x 3' 9" SHWindow $294.00 $294.00 $73.50 $220.50 Installed in existing wood frame.;to be updated from sub quote. lncludes2 hours labor. +, L- This is an estimate of recorded damages and is subject to review and final approval by the insurance carrier. "; 1 Natiormide Form -cn a sP Page: 4 • INSURED :Patricia Ward COMPANY :AMCO Li Allied LOCATION :2452 East Phinney Bay Drive :PO Box 29 insurance :Bremerton,WA 98312 :Mica,WA 99023 A^ POLICY NUMBER :MP213812 ADJUSTER NAME :Dale Walls � Ort lbw OUR FILE NUMBER :461436024 OFFICE TELEPHONE DATE OF LOSS :1213/2004 ! :(509)710-9313 CELL :(509)710-9313 DATE OF REPORT :1121/2005 I FAX :(509)891_2689 EMAIL :WALLS02(pNationwide.con Rear Elevation - continued... Quantity Description __ Unit Cost RCV DEP ACV 2.0 EA Vinyl Window Insert for 2'X 2'6" SH Frosted $249.00 $498.00 $124.50 $373.50 Installed in existing wood frame. To be updated from sub quote. Includes 2 hours labor. ONe frosted and one clear;glass 3.0 EA Paint Wood Window Frame ; $68.76 $206.28 $72.20 $134.08 Includes caulking and fill after insert is installed. 1.5 hour labor 94.0 LF Paint Open Eve / Soffit $1.11 $104.34 $36.52 $67.82 Quanity increased for rafter ends 49.0 LF Paint 1 Finish Fascia $0.71 $34.79 $12.18 $22.61 112.5 SF Paint Cedar Shingle Siding $0.62 $69.75 $24.41 $45.34 White portion only 70.0 LF Replace Aluminum Gutters $5.58 $390.60 $136.71 $253.89 24.0 LF Replace Aluminum Downspout I $5.09 $122.16 $42.76 $79.40 - ` Totals For, Rear Elevati•in $1 933.92 $576.28 $1,357.64 Area Name: North Elevation Square/Rectangle: 433.33 SF Rectangle: 52'x 8'4.0") Triangle: f 49.00 SFTriangle: 28'x 3'6.0" High) Total Wall SOFT: `482.33 SF Quantity Description 1 Unit Cost RCV _ DEP ACV 1,0 EA Vinyl Window Insert for 2'5" X 3" Ficfture Window ! $264.00 $264.00 $66.00 $198.001 Intalled in existing wood frame. To be I updated from sub quote. Includes{2 hours j labor to install 1.0 EA Vinyl Window Insert for 2'8"x 3' 9" SH Window $314.00 $314.00 $78.50 $235.50 Installed in existing wood frame. To be updated from sub quote. Includes 2 hours labor. 2.0 EA Paint Wood Window Frame I $68.76 $137.52 $48.13 $89.39 Includes caulking and fill after insert is installed. 1.5 hour labor 101.0 SF Paint Cedar Shingle Siding $0.62 $62.62 $21.92 $40.70 Gable only j 94.0 IF Paint Open Eve / Soffit $1.11 $104.34 $36.52 $67.82 Quanity increased for rafter ends 49.0 LF Paint / Finish Fascia I $0.71 $34.79 $12.18 $22.61 Totals For North Elevation $917.27 $263.25$ 654.02 ; "' This is an estimate of recorded damages and is subject to review and final approval by the insurance carrier._ i nena+ww. Fane CEST-1n_5-5Page: 5 INSURED :Patricia Ward COMPANY :AMCO Allied LOCATION :2452 East Phinney Bay Drive :PO Box 29 Insurance :Bremerton,WA 98312 Mica,WA 99023 A14.6...-mer..m.4.7 POLICY NUMBER :MP213812 ADJUSTER NAME :Dale Waifs '„""� OUR FILE NUMBER :46N36024 OFFICE TELEPHONE :(800)459-9390 DATE OF LOSS :12/3/2004 CELL :(509)710-9313 DATE OF REPORT :1/21/2005 FAX :(509)891-2689 EMAIL :WALLSDVNationwide.com Area Name: South Elevation Square/Rectangle: 450.00 SF (Rectangle:54'x 8'4.0") Triangle: 49.00 SF (Triangle:28'x 3'6-17'High) Total Wall SOFT: 489.00 SF Quantity Description _ __ „ _ Unit Cost RCV I DEP ACV 1.0 EA Vinyl Window Insert for 4'x 3' 3" SH Window $314.00 $314.00 $78.50 $235.50 Installed in existing wood frame. To be updated from sub quote. Includes 2 hours labor. 1.0 EA Replace Vinyl Insert 2'3" x 3'3" SH Window $254.34 $254.34 $63.58 $190.76 Subject to sub quote 6.0 EA Paint Wood Window 0 Door Frame & Trim $68.76 $412.56 $144.40 $268.16 Includes caulking and fill after insert is installed_ 1.5 hour labor 94.0 LF Paint Open Eve I Soffit $1.11 $104.34 $36.52 $67.82 Quanity increased for rafter encs; 49.0 LF Paint/ Finish Fascia I $0.71 $34.79 $12.18 $22.61 101.0 SF Paint Cedar Shingle Exterior Siding i $0.62 $62.62 $21.92 $49.70 Gable only 1.0 EA Replace 6' Insulated Vinyl Clad Slidilig Glass Patio Door 1 $772.60 $772.60 $193.15 $579.45 1.0 EA 5'4" Insulated Vinyl Clad Sliding Gies Patio Door 1 $772.60 $772.60 $193.15 $579.45 1.0 EA Replace 7'8" Insulated Vinyl Clad Sliding Glass Patio Door $943.90 $943.90 $235.98 $707.92 1.0 EA Paint Porch Cover $73.00 $73.00 $21.90 $51.10 1.0 EA Replace 1-Lite French Door $373.07 $373.07 $93.27 $279.80 1.0 EA Paint/Finish 1-Lite French Door $44.03 $44.03 $15.41 $28.62 1.0 EA Replace Hardware Item for French Door $53.91 $53.91 $13.48 $40.43 1.0 EA Paint I Finish Screen Door $21.30 $21.30 $7.46 $13.84 1.0 EA Re-install Screen Door $14.26 $14.26 $14.26 Totals For South Elevation j $4,251.32 $1,130.90 $3,120.42 Area Name: Kitchen 1 1 Kitchen 14'4.0"x 8' 1.0"x 8' - Opening 3';9.0"x 8' Opening 3'18.0"x 8' Opening 3'Ix 8' Lower Perimeter 34.40 LF Floor SF: 115.90 SF Wall SF: 275.30 SF Upper Perimeter 44.80 LF Floor SY: 12.88 SY Ceiling SF: 115.90 SF Quantity , - Description I Unit Cost RCV DEP ACV 34.4 IF Smoke Seal Wall Framing $1.52 $52.29 $18.30 $33.99 "" This is an estimate of recorded damages and is subject to review and final approval by the insurance carrier. "y i Nationwide Form CEST.1fZ $P5b Page: 6 AlliedINSURED :Patricia Ward COMPANY :AMCO 1 ��@� LOCATION 2452 East Phinney Bay Drive PO Box 29 Insurance :Bremerton,WA 98312 :Mica,WA 99023 "" POLICY NUMBER :MP213812 ADJUSTER NAME :Dale Walls Ore rxr Ude" OUR FILE NUMBER :46N36024 OFFICE TELEPHONE :(800)459-9390 DATE OF LOSS :12/32004 CELL :(509)710-90313 DATE OF REPORT :1/21f2005 FAX (509)891-2689 EMAIL :WALLSOMNaticrvide.corn _ kitchen continued... ._ - Quantity Description _ Unit Cost RCV � DEP „ ACV 12.9 SY Replace Gypsum Lath for Ceiling Plaster $9.44 $121.78 $42.62 $79.16 12.9 SY Replace Thin Coat Ceiling Plaster $14.72 $189.89 $66.46 $123.431 30.6 SY Replace Gypsum Lath for Wall Plaster $9.44 $288.86 $101.10 $187.761 30.6 SY Replace Thin Coat Wall Plaster $14.72 $450.43 $157.65 $292.781 68.8 SF1Replace Wall Furring Strips $0.59 $40.59 $14.21 $26.38 68.8 SF Replace 6-1/4" (R-21) Unfaced Batt Walt Insulatidn $0.47 $32.34 $11.32 $21.02 68.8 SF Replace Vapor Barrier for Wall Insulation 1 $0.10 $6.88 $2.41 $4.47 1.0 EA Sheefrock and Framing for Skylghi: $85.00 $85.00 $8.50 $76.50 391.2 SF Paint Walls & Ceiling (3 Coat) $0.54 $211.25 $73.94 $137.31 115.9 SF Leveling Compound for Vinyl Floolirlg $1.09 $126.33+ $44,22 $82.11 13.8 SY Replace Vinyl Sheet Flooring $22.411 309.261 $108.24, $201,02 16.0 LF Replace Base Cabinetry $130.42 $2,086.721 $2,086.72` Lumber core birch with knobs ! 1 15.0 LF Replace Wall Cabinetry $70.31 $1,054.65 $1,054.65 Lumber core birch with knobs 3.0 IF Replace Penninsuta Base Cabinet i $158.90, $476.70 $476.70 Lumber core birch with knobs 1 18.0 LF Replace Formica Countertop $39.58 29.0 SF Formica Back Splash $19.80 1 $574.20$712.44 $„577$ 74.2042011 1 1 1.0 EA Replace Dishwasher j $641.82 $641.82 $641.821 Appears to be Kennmore, controls are burned I away 1.0 EA Replace Microwave Rangehood $293.69 $293.69 $293.69 Appears to be Whirlpool, front is burned 1.0 EA Replace Wall Mount Oven ! $681.361 $681.36 Kennmore Model 665 ! $681'36 1.0 EA Replace Rangetop $283.33 $283.33 $283.33 Brand unknown 34.4 LF Replace Softwood Base Moulding i $1.33 $45.75 $16.01 $29.74 34.4 LF Paint I Finish Softwood Base Moulding ` $0.60 $20.64 $7.22 $13.42 0.0 LF Replace Window Treatment $57.18 $0.00 i ` $0.00 1.0 EA Paint/ Finish Wood Window ', $28.131 $2$.13 $9.85 $18.28 1.0 EA Replace Double Enameled Sink (Fixture only) $247.84 $247,84 $99.14 $148.70 1.0 EA Replace Faucet for Kitchen Sink $78.92 $78.92 $31.57 $47.35 Moen 1.0 EA Replace Drain & Basket for Sink (Fixture only) $43.96 $43.96 $17.58 $26.38 1.0 EA Replace Towel Ring $20.13 $20.13 $20.13 1.0 EA Replace Window Casing I Trim $23.02 $23.02 $8.06 $14.96 1.0 EA Paint/ Finish Window Casing /Trim $5.931 $5.93 $2.08 $3.85 -__ Totals For kitchen i $9,234.13 -$840.48 __$8,393.65, n**" This is an estimate of recorded dame *•• 1 damages aM is srdbl"ect to r+ariew and final approval�the Insurance carrier_ r Halwnwtee Form CEST-11253Pe1s Page: INSURED :Patricia Ward COMPANY :AMCO Li Allied LOCATION :2452 East Phinriey Bay Drive :PO Box 29 Insurance :Bremerton,WA98312 :Mica,WA 99023 A Nrvwi4'ce+np.q POLICY NUMBER :MP213812 1 ADJUSTER NAME :Dale Walls On'"' OUR FILE NUMBER :46N36024 I OFFICE TELEPHONE ' DATE OF LOSS :12/3/2004 ' CELL :(800)459-9390 DATE OF REPORT :1121/2005 1 FAX :(��a226689 ': EMAIL :WALLSD2@Natiormide.com Area Name: Dining Room Dining Room ICY9.0"x8'9,0"x8' Opening 3'9.0"x8' `wig 4'8.0'x8' Window 1 0 11'x3'8.0"(Sill Height 0') Lower Perimeter: 19.50 LF Floor SF: ': 94.10 SF Wall SF. 203.70 SF Upper Perimeter. 39.00 LF Floor SY: ; 10.46 SY Ceiling SF: 94.10 SF Quantity Description 1 Unit Cost RCV DEP ACV 10.5 SY Replace Gypsum Lath for Ceiling Piaster $9.44 $99.12 $34.69 $64.43 10.5 SY Replace Thin Coat Ceiling Piaster $14.72 $154.56 $54.10 $100.46 19.5 LF Smoke Seal Wall Framing $1.52 $29.64 $10.37 $19.27 22.6 SY Replace Gypsum Lath for Wall Plaster $9.44 $213.34 $74.67 $138.67 22.6 SY Replace Thin Coat Wall Plaster $14.72 $332.67 $118.43 $216.24 101.8 SF Replace Wall Furring Strips $0.59 $60.06 $21.02 $39.04 101.8 SF Replace 6-1/4" (R-21) Unfaced Batt Wall Insulation $0.47 $47.85 $16.75 $31.10 101.8 SF Replace Vapor Barrier for Wall Inst.iIlation $0.10 $10.18 $3.56 $6.62 297.8 SF Paint Walls & Ceiling (3 Coat) ' ' $0.54 $160.81 $56.28 $104.53 94.1 SF Replace Good Grade Glazed Ceran i c Floor Tile ith Mortar I $9.63 $906.18 $317.16 $589.02 1.0 EA Paint I Finish Prehung S/C Flush Dugr $44.03 $44.03 $15.41 $28.62 1.0 EA Replace Door Hardware for Prehung'S/C Flush Door $53.911 $53.91 $13.48 $40.43 1.0 EA Re-install Prehung S/C Flush Door i ; $14.26 $14.28 $14.26 1.0 EA Replace Interior Door Casing I Trim; $28.06 $28.06 $9.82 $1824 19.5 if Replace Softwood Base Moulding $1.33 $25.94 $9.08 $18.86 19.5 LF Paint/ Finish Softwood Base Moulding $0.60 $11.70 $4.10 $7.60 0.0 IF Replace Window Treatment $57.18 $0.00 $0.00 5.0 EA Paint/ Finish Wood Window $28.13 $140.65 $4923 $91.421 5.0 EA Replace Window Casing /Trim j $23.02 $115.10 $40.28 $74.821 Totals FOO Dining Room $2,448.06 $848.43 $1,601.63JI u 1 1 Area Name: Living Room I Living Room 191 x 13' 5.0" x 8' Opening 4' 9.0"x 8' Opening 3`'X 8' Window 1 fp 10°x 5' (Sill Height:0') Offset 3` 10.0"x 4'x 8' Fireplace 977.0"x 8' i 7 Lower Perimeter 45.20 LF Flb& SF: 27020 SF Wall SF: 391.30 SF Upper Perimeter 72.50 LFFloor SY. 38.02 SY Ceiling SF: 270.20 SF Qua _Description { Unit Cost RCV DEP ACV 1 30.0 SY Replace Gypsum Lath for Ceiling Plaster $9.44 $283.20 $99.12 $184.08 I_ 30.0 SY Re+lace Thin Coat Ceilin• Plaster $14.72 $441.60 $154.56 __ $287.04 I "" This is an estimate of recorded damages and is subject to review and final approval by the insurance carrier. "` 1aaonwa. Form CE$T-1I2*-aP b Page: 8 • Li INSURED :Patricia Warc COMPANY :AMCO Allied LOCATION :2452 East Phinney Bay Drive :PO Box 29 Insurance :Bremerton,WA 98312 :Mica,WA 99023 Awc.,-drta canr POLICY NUMBER :MP213812 ADJUSTER NAME Dale Wails r� OUR FILE NUMBER :46N36024 OFFICE TELEPHONE DATE OF LOSS :1212004 :CELL {51x 0393 (500)71Ito-903913 DATE OF REPORT 1121/2005 1 FAX :(509}891-2689 I EMAIL :WALLSD2@Nationwide.com " Livin. Room - continued... 1 _ Quant Description '; Unit Cost RCV DEP 1 ACV 452 LF Smoke Seal Wall Framing 1 $1.52 $68.70 $24.04 $44.66 43.5 SY Replace Gypsum Lath for Wall Plaster $9.44 $410.64 $143.72 $266.92 43.5 SY Replace Thin Coat Wall Plaster 1 $14.72 $640.32 $224.11 $416.21' 97.8 SF Replace Wall Furring Strips 1'• $0.59 $57.70 $20.20 $37.501 97.8 SF Replace 6-1/4" (R-21) Unlaced Bad Wail Insulation $047 $45.97 $16.09 $29.881 97.8 SF Replace Vapor Barrier for Wall lnsiiation $0.101 $9.78 $3.42 $6.361 661.5 SF Paint Walls & Ceiling (3 Coat) $0.54 $357.21 $125.02 $232.191 32.1 SY Replace Good Grade Carpeting (Per Sq. Yd) $21.76 $698.50 $244.48 $454.021 30.0 SY Replace Carpet Pad (Per Sq. Yd) $3.641 $109.20 $38.22 $70.981 15.0 SF Replace Good Grade Glazed Ceramic Floor Tile in ► ; Mortar $9.63 $144.45 $50.56 $93.89 3x5 area in front of door 1.0 EA Replace Interior Door Casing /Trim 1 $28.06 $28.06 $9.82 $18.24 1.0 EA Paint/ Finish Prehung S/C Flush Door $44.03 $44.03 $15.41 $28.62 45.2 LF Replace Softwood Base Moulding ; $1.33 $60.12 $21.04 $39.081 Less openings and fireplace 45.2 LF Paint/Finish Softwood Base Moulding $0.60 $27.12 $9.49 $17.63; 270.2 SF Smoke Seal Subflooring $0.19 $51.34 $17.97 $33.371 0.0 LF Replace Window Treatment $57.181 $0.001 $0.00. 3.0 EA Paint / Finish Wood Window $28.131 $84.39 $29.54 $54.85 3.0 EA Replace Window Casing /Trim $23.021 $69.061 $24.17 $44,89 3.0 EA Paint I Finish Window Casing I Trim 1 $5.93 $17.791 $6.23 $11.561 10.0 LF Replace Mahogany Mantle for FireOce lce $36.92 $369.201 $129.22 $239.981 10.0 LF Paint/ Finish Mantle for Fireplace ; , $5.63 $56.30 $19.70 $36.601 1.0 EA Replace Glass Door Unit for Fireplace $184.76 $184.76 $184.761 4.0 LF Replace Built in Book Case i I $111.65 $146.60 $446.601 Totals For Livin! Roo $4,706.04( $11426.13 $3,279,91 I Area Name: Hall I Hall 24'3.0" x 3' x 8° Opening 3'x 8' Closet Z x 3° x 8° (Opening: 3'x 6'8.0") Lower Perimeter 55.50 LF Fl4or SF: 78.80 SF Wall SF: 452.00 SF Upper Perimeter 54.50 LF Fi r SY: 8.76 SY Ceiling SF: 78.80 SF Quantity Description I I Unit Cost RCV DEP -_-ACV 8.8 SY Replace Gypsum Lath for Ceiling Piaster $9.44 $83.07 $29.07 $54.001 8.8 SY Replace Thin Coat Ceiling Plaster I $14.72 $129.54 $45.34 $84.201 1 55.5 LF Smoke Seal Wall Framing j $1.52 $84.36 $29.53 $54.83 50.2 SY Replace Gypsum Lath for Wall Plaster $9.44 $473.89 $165.86 $308.03 1 50 .2 SY Replace Thin Coat Wall Plaster I $14.721 $738 94 $258.63 $480.31 530.8 SF Paint Walls & Ceiling (3 Coat) _ _ $0.541 $286.631 $100.321 __ $186.311 "` This is an estimate of receded damages and is subject to review and final apgravai py the insurance carrier.__ w i Form cEsr-125wso --- Page: 9 INSURED :Patricia Wart COMPANY .AMCO Allied LOCATION :2452 East Phinney Bay Drive :PO Box 29 # Insurance :Bremerton,WA 98312 Mica,WA 99023 1 1 A 4 Ca�ny�POLICY NUMBER :MP213812 ; ADJUSTER NAME :Dale Walls ! i OUR FILE NUMBER :46N36024 OFFICE TELEPHONE :(800)459-9390 1 i DATE OF LOSS :12/3/2004 CELL :(509)710-9313 DATE OF REPORT :1/21/2005FAX :(509)891-2689 Ii EMAIL :WALLSD2@Nationwide.com Hall - continued.,. ---------__ -----, ----- Quantity I Description Unit Cost RCV h DEP _ ACV _i I 78.8SealSubflooring SF Smoke S bfi ng $0 19 $14.97 $5.24 $9.731 9.4 SY Replace Good Grade Carpeting (Per Sq. Yd) $21.76 $204.54 $71.59 $132.95 8.8 SY Replace Carpet Pad (Per Sq. Yd) $3.64 $32.03 $11.21 $20.82 1.0 EA Paint/ Finish Prehung S/C Flush Door $44.03 $44.03 $15.41 $28.62 1.0 EA Replace Door Hardware for Prehung S/C Flush Door $53.91 j $53.91 $13.48 $40.431 1.0 EA Re-install Prehung S/C Flush Door $14.26 $14.26 $14.261 1.0 EA Replace Interior Door Casing /Trim $28.06 $28.06 $9.82 $18.241 55.5 LF Replace Softwood Base Moulding $1.33 $73.82 $25.841 $47.98 55.5 LF Paint / Finish Softwood Base Moulding $0.60 $33.30 $11.65 $21.65 1.0 EA Replace Interior Jamb and Trim $46.98 $46.98 $11.74 $35.24 Into Living Room 1 1 1.0 EA Paint Interior Jamb 1 $17.74 $17.741 $6.21 $11.53! 16.0 IF Paint Linen 12 " Wide Closet Shelving $1.66 $26.56 $9.30 $17.26 Replace Wall Mirror $6.53 $5224 $13.06 $39.18 totals For Hill r $22438.87 $833.30 $1,605.571 Area Name: NW Bedroom _ - NW Bedroom 1'1' 4.0"x14' 5.0"x8' Offset if 8.0" x 3'x 8' Closet 0'.4.0" x 2'x 8` (Opening: 6'x 6 8,0") Windoww 1 -Window 0 8'x 3' 10.0" (Sill Height: 0') Lower Perimeter 55.50 LF Flleor SF: 185.10 SF Wall SF: 493.30 SF Upper Perimeter 54.80 LF Floor SY: 20.57 SY Ceiling SF: 185.10 SF Quantity Description' Unit Cost RCV DEP ACV 20.6 SY'Replace Gypsum Lath for Ceiling Plaster $9.44 $194.46 $68.06 $126.40 20.6 SY Replace Thin Coat Ceiling Plaster $14.72 $30323 $106.13 $197.10 55.5 LF Smoke Seal Walt d $1.52 $84.36 $29.53 $54.83 54.8 SY Replace Thin Coat Wall Plaster $14.72 $806.66 $282.33 $524.33 678.4 SF Paint Walls & Ceiling (3 Coat) $0.54 $366.34 $128.22 $238.12 22.0 SY Replace Good Grade Carpeting (Per Sq. Yd) $21.76 $478.72 $167.551 $311.17 20.6 SY Replace Carpet Pad (Per Sq. Yd) i $3.64 $74.98 $26.24 $48.74 1.0 EA Paint! Finish Prehung SIC Flush Ddgr $44.03 $44.03 $15.41 $28.62 1.0 EA Replace,Door Hardware for Prehung 1S/C Flush Door $53.91 $53.91 $13.48 $40.43 1.0 EA Re-install Prehung SIC Flush Door $14.26 $14.26i $14.26 1.0 EA Replace Interior Door Casing/Trim $28.06 $28.06 $9.82 $18.24 55.5 LF Replace Softwood Base Moulding $1.33 $73.82, $25.84 $47.98 55.5 LF Paint/ Finish Softwood Base Moulding $0.60 $33.30 $11.65 $21.651 185.1 SF Paint / Finish Subflooring $0.00 $0.00 ( $0.001 0.0 LF1Replace Window Treatment $57.18' $0.00 $0.001 1.0 EA Re-install Bifold H/C Door $1426 $14.26 $1426; 4.0 EA Paint I Finish Wood Window _ $28.13, $112.52 $39.38 �__ $73.147 "' This is an estimate of recorded damages and is subject to review and final a val y the insurance carder,- ____ F ST-f128S?6b Page: 10 1INSUAllied --. - - ---- - COMPANY _ - :AMCQ __ RED Pamela Ward tLOCATION -2452 East Phinney Bay Drive PO Box 29 Insurance :Bremerton,WA 98312 :Mica,WA 99023 A N...,.eC."'P.7 POLICY NUMBER :MP213812 1 r,,,we- OUR FILE NUMBER :46N36024 ADJUSTER NAME Date Walls OFFICE TELEPHONE :(800)459-9390 DATE OF LOSS : 12/3/2004 CELL :(509)710-9313 DATE OF REPORT :1!21/2005 FAX :(509)891-2689 EMAIL :WALLSD2@Nationwide.cam - -- _j NW Bedroom - continued... QuantityTDescription _ - Unit Cost RCV DEP ACV 4.0 EA Replace Window Casing /Trim $23.02 $92.08 $3223 $59.85 4.0 EA Paint I Finish Window Casing /Trim $5.93 $23.72 $8.30 $15.42 3-0 EA Re-install Full 2'0" x 6'8" Louvered Door $26.14 $78.42i $78.421 3.0 EA Paint/ Finish Full 20" x 6'8" Louvered Door $44.03 $132.09 $46.23 $85.86 24.0 LF Paint! Finish Closet Shelving $1.66 $39.84 $13.941 $25.90] - -- Totals For NW Bedroom $3,049.06 $1,024.34 $2,024.721 Area Name: NE Bedroom NE Bedroom 9' 2.0"x 13'2.0"x 8' Closet 2'x 3'x 8' (Opening: 3'x 6' 8_0") Lower Perimeter 48.70 LF Fl9or SF: 126.70 SF Wall SF: 397.30 SF Upper Perimeter 44.70 LF floor SY: 14.08 SY Ceiling SF: 126.70 SF Quantit Description ! Unit Cost RCV DEP I ACV 14.1 SY Replace Gypsum Lath for Ceiling Plaster $9.44' $133.101 $46.58 $86.52! 14.1 SY Replace Thin Coat Ceiling Plaster $14.72 $207.551 $72.64 $134.91 48.7 LF Smoke Seal Wall Framing $1.52 $74.02 $25.91 $48.11 44.1 SY Replace Thin Coat Wall Plaster 1 $14.72 $649.15 $227.20 $421.95 524.0 SF Paint Walls & Ceiling (3 Coat) i $0.54 $282.96 $99.04 $183.92 15.1 SY Replace Good Grade Carpeting (Per Sq. Yd) $21.76 $328.58 $115.00 $213.58 14.1 SY Replace Carpet Pad (Per Sq. Yd) $3.64 $51.32 $17.96 $33.36 1.0 EA Paint/Finish Prehung S/C Flush Door $44.03 $44.031 $15.41 $28.62 1.0 EA Replace Door Hardware for Prehung S/C Flush Door $53.91 $53.91 $13,48 $40.43 1.0 EA Re-install Prehung S/C Flush Door ? $14.26 $14.26 $14.26 1.0 EA Replace Interior Door Casing I Trim! $28.06 $28.06 $9.82 $18.241 48.7 LF Replace Softwood Base Moulding $1.33 $64.77 $22.67 $42.104 48.7 LF Paint/Finish Softwood Base Mouldyr1 g $0.60 $29.22 $10.231 $18.99. 126.7 SF�Paint / Finish Subflooring I $0.00 $0.00 $0.004 ij 0.0 LF Replace Window Treatment 1 $57.18 $0.00 $0.00 2.0 EA Paint / Finish Wood Window � $28.13 $56.26 $19.69 $36.571 2.0 EA Replace Window Casing I Trim 1 $23.02 $46.04 $16.11 $29.931 2.0 EA Paint/Finish Window Casing / Trim i $5.93 $11.86 $4.15 $7.71 7.0 LF Paint Built in Closet Cabinetry Unit,iQoors $25.98 $181.86 $63.65 $118.211 Totals F NE Bedraorn $2,259.95 $779,54 $1,477.411 i L''__ rs an esWnate_recoruleal damagees . is subject to review and final approval by t insurance carrfei **t Farm CEsT-1I -aP*o Page= 11 INSURED .rahicia Ward COMPANY :AMCO Allied LOCATION 2452 East Phinney Bay Drive 2 PO Box 29 Insurance :Bremerton,WA 98312 :Mica,WA 99023 AN.-----v'� POLICY NUMBER :MP213812 ADJUSTER NAME :Dale Walls OA Y., OUR FILE NUMBER :46N36024 OFFICE TELEPHONE (800)459-9390 DATE OF LOSS :121312004 CELL :(509)71091313 DATE OF REPORT :1/2112005 FAX :(509)891_2689 EMAIL :WALLSDVNationwide.com Area Name: East Bdrm k- _-� - - _ y East Bdrm 11'4.0"x8'10.0'x8' Lower Perimeter. 40.30 LF ; Floor SF: 10010 SF Wall SF: 322.70 SF Upper Perimeter: 40.30 LF ' Floor SY: 11.12 SY Ceiling SF: 100.10 SF Quantity Description ' I Unit Cost RCV DEP ACV 11.1 SY Replace Gypsum Lath for Ceiling Plaster $944 $104.78 $36.67 $68.11 11.1 SY Replace Thin Coat Ceiling Plaster $14.72 $163.39 $57.19 $106.20 40.3 LF Smoke Seal Wall Framing $1.52 $61.26 $21.44 $39.82 35.9 SY Replace Gypsum Lath for Wall Plaster $9.44 $338.90 $118.61 $220.29 35.9 SY Replace Thin Coat Wall Plaster $14.72 $528.45 $184.96 $343.49 80.7 SF Replace Wall Furring Strips i $0.59 $47.61 $16.66 $30.95 80.7 SF Replace 6-1/4" (R-21) Unlaced BattiWall insulation $0.47 $37.93 $13.28 $24.65 80.7 SF Replace Vapor Barrier for Wall Insolation $0.10 $8.07 $2.82 $5.25 422.8 SF Paint Walls & Ceiling (3 Coat) ' I $0.54 $228.31 $79.91 $148.40 11.9 SY Replace Good Grade Carpeting (Pet Sq. Yd) $21.76 $258.94 $90.63 $168.31 11.1 SY Replace Carpet Pad (Per Sq.Yd) 1 $3.64 $40.40 $14.14 $26.26 1.0 EA Paint/ Finish Prehung S/C Flush Door $44.03 $44.03 $15.41 $28.62 1.0 EA Replace Door Hardware for Prehurlg S/C Flush Door $53.91 $53.91 $13.48 $40.43 1.0 EA Re-install Prehung SIC Flush Door! $14.26 $14.26 $14.261 1.0 EA Replace Interior Door Casing /Trim $28.061 $28.06 $9.82 $18.241 40.3 IF Replace Softwood Base Moulding ! ; $1.331 $53.60 $18.76. $34.84 40.3 LF Paint / Finish Softwood Base Mouldi tg $0.601 $24.18 $8.46 $15.721 100.1 SF Paint / Finish Subflooring $0.00 $0.00 $0.001 1.0 EA Paint / Finish Wood Window ( $28.13 $28.13 $9.85 $18.28i 1.0 EA Replace Window Casing /Trim j $23.02 $23.02 $8.06 $14.961 1.0 EA Paint/ Finish Window Casing I Trim 1 $5.93 $5.93 $2,081 $3,851 6.0 LF Replace Built in Desk Unit $78.27 $469.62 1 $469.62 3.0 IF Re-install Closet Cabinetry $23.901 $71.701 $71.70 3.0 LF Paint / Finish Tall Cabinetry 1 $14.68 $44.04 $15.41 $28.63 - Total For East Bdrin - -$2,678.52 $737.64 $1 940.88, Area Name: Bathroom ___. -- - ------ ------------ -- - 1 Bathroom a' 10.0"x 6' 5.0"x 8' Lower Perimeter 30.50 LF Flor SF: 56.70 SF - Wall SF: 244.00 SF Upper Perimeter 30.50 LF Floor SY: 6.30 SY Ceiling SF: 56.70 SF Quant Description j ' Unit Cost RCV DEP ACV 6.3 SYiReplace Gypsum Lath for Ceiling PIester $9.44 $59.47 $20.81 $38.66 6.3 SY Replace Thin Coat Ceiling Plaster h $14.72 $92.74 $32.46 $60.28 1 30.5 LF Smoke Seal Wall Framing i $1.52 $46.36 $16.23, $30.13; 1 27.1 SY Replace Gypsum Lath for Wall Plaster $9.44 $255.821 $89.54 $166.28 L___ 27.1 SYIR place Thin Coat Wall Plaster _ { � $14.72 $398.911 $139,621 - $259.29; i [" " - This is an n estimate of recorded damages ehd is subject to review and final approval by the insurance carrier: _*" 1 i Form CE$T-lassP6s Page_ 12 INSURED :t-atn is Wara COMPANY :AMCO � roj Allied LOCATION 2452 East Phinney Bay Drive :PO Box 29 Insurance :Bremerton,WA 98312 Mica,WA 99023 A Pa+Ben..idi?Cunpnry POLICY NUMBER :MP213612 ' ADJUSTER NAME :Dale Walls ar„eve. OUR FILE NUMBER :46N36024 OFFICE TELEPHONE :(800)459-9390 DATE OF LOSS :12/3/2004 CELL :(509)710-9313 DATE OF REPORT :1/21/2005 FAX :(509)891_2689 -_ EMAIL :WALLSD2ONaCwnwide.corn Bathroom - continued... Quantity Description Unit Cost RCV DEP ACV 61.0 SF Replace Wall Furring Strips $0.59 $35.99 $12.60 $23.391 1 61.0 SF Replace 6-1/4" (R-21) Unfaced Batt ii Val! Insulation $0.47 $28.67 $10.03 $18.641 61.0 SF Replace Vapor Barrier for Wall Insulation , $0.10 $6.10 $2.13 $3.97; 300.7 SF Paint Walls & Ceiling (3 Coat) 1 $0.54 $162.38 $56.83 $105.55! 1.0 EA Paint/Finish Prehung S/C Flush Dor $44.03 $44.03 $15.41 $28.62 1.0 EA Replace Door Hardware for Prehung'SIC Flush Door! $53.91 $53.911 $13.481 $40.43 1.0 EA Re-install Prehung S/C Flush Door $14.26 $14.261 ) $14.26' 1.0 EA Replace Interior Door Casing /Trim $28.06 $28.061 $9.82 $1824 30.5 LF Replace Softwood Base Moulding $1.33 $40.57 $14.20 $26.37 30.5 LF Paint / Finish Softwood Base Moulding $0.60 $18.30 $6.40 $11.90 0.0 LF Replace Window Treatment 1 $57.18 $0.00 $0.00 1.0 EA Paint/ Finish Wood Window $28.13 $28.13 $9.85 $18.28 183.0 SF Replace 3-12" (R-11) Unlaced Batt Wall Insulation $0.39 $71.37 $24.98 $46.39 For sound j 1.0 EA Replace Window Casing /Trim I $23.02 $23.02 $8.06 $14.96• , 1.0 EA Paint/ Finish Window Casing /Trim , $5.93 $5.93 $2.08 $3.851 1.0 EA Clean Bathtub $15.19 $15.19 $15.191 1.0 EA Replace Fiberglass Tub Enclosure 8 thtub $243.48 $243.48 $97.39 $146.09 1.0 EA Replace Faucet Set for Bathtub ! $88.92 $88.92 $35.57 $53.35 1.0 EA Replace Shower Rod for Bathtub 1 $34.74 $34.74 $34.74 1.0 EA Replace Faucet for Bath Sink $58.92 $58.92 $23.57 $35.351 1.0 EA Replace Towel Bar I $25.28 $25.28 I $25.281 1.0 EA Replace Medicine Cabinet $106.62 $106.62 $106.621 3.0 LF Replace Good Grade Laminated Vanity Cabinetry $67,36 $202.08 ' $202.081 3.0 LF Replace Marble Top w/Sink $59.01 $177.03 $177.03 1.0 EA Re-install Commode j $33.41 $33.41 $33.41 1.0 EA Clean Commode $9.90 $9.90 $9.90! 1.0 EA Replace Seat for Commode 1 i $35,63 $35.63 $14.25 $21.381 56.7 SF Leveling Compound for Vinyl Flooring $1.09 $61.801 $21.63 $40.17 6.7 SY Replace Vinyl Sheet Flooring j $22.41 $150.15 $52.55 $97.60 1.0 EA Remove, Protect and Reinstall Custom Bath Cabinet, Base and Wall. Paint Unit. ' $500,00, $500.00 $500.00 1.0 EA Cabinet Behind Door is Not Attached $0.00 $0.00 $0.00 _ Totalsor Bathroom I 63,157.17 6729.49 _52,427.68 1 1 "g Tris is an estimate of recorded damages And is select to review and fiinai_pproval py the insurance carrier._ °" Form .1n swan Page. 13 r INSURED :ratfcia Ward --- 0 Allied COMPANY __ LOCATION :2452 East Phkmey Bay Drive AMCO �' _ ___- insurance Bremerton WA 98312 .PO Box 29 """° "C°^�+POLICY NUMBER :MP2i3812 :Mica,WA 91023 AI ni.sd> ADJUSTER NAME :Dale Wails OUR FILE NUMBER :46N36024 OFFICE TELEPHONE :(800)459 4390 DATE OF LOSS :1213/2004 CELL DATE OF REPORT :1/21/2005 FAX :(509)710.26 9 - ------ -- 1 :EMAIL (509}a�1 $9 WALLSD2 @Na6t�aonwide. n • ea Name: Family Room I - - - Fan*Roost '18'110-x10'10.0-x8 - Offset 13'8.0'x17xEr Closet 2x8' Closet side 42x8' Law Perimeter. 90.80 LF i Floor SF: 347.30 SF - -- Upper Perimeter: 8280 LF 1 Floor SY: Wall SF: 725.70 SF 38.59 SY Garg SF: 347.30 SF Qua r Description' ' Unit Cost RCV DEP 1.0 EA Replace Window Casing/Trim - - -- ACV_ 1.0 EA Paint/Finish Window Casing/Trim $23.02 $23.02 $8.06 $3.85$ 4. 347.3 SF Replace Random Width T&G Pine CeilingPaneling $5.93 76 76.02 $699.81 347.3 SF Stain and Seal Ceiling Paneling • $3.10 $ 73.65 $376.82 1127 363.4 SF Replace T&G/V-Joint Plank Paneling $0.50 $173.65 $60.786 $873.88 $3.70 $1,344.58 $470.60 $873.98 Less doors, openings, cabinets and fireplace 363.4 SF Paint/Finish T&G/V-Joint Plank Paneling $0.43 $15626 347.3 SF Add Floor Prep for Vinyl Tile Flooring $54.69 $$94.52 41.3 SY Replace Vinyl Flooring ? , $0.42 5145.87 $51.05 $94 87 $22.41 $925.53 $323.94 $601.59 363.4 SF Replace 8-1/4" (R-19) Unfaced Batt Wall Insulation $0.47 $170.80 $59,78 $111.02 363.4 SF Replace Vapor Barrier for Wall InStIlation $36 72.0 SF Clean Fireplace Wall $0.1015 $12.72 114.48 9x8 $1.59 $114.48 $114.48 8.0 LF Replace Burt in Laundry Cabinet, Comer Closet, and Cabinet Next to Fireplace. ' ; $208.00 $1,664.00 All are built of wall paneling. $1,664.00 6.0 LF Tall Cabinetry Units Adjacent to Khen. Plywood, Painted { $158.90 $953.40 4.0 EA Re-install Metal Railing 11 $$ .00 4.0 EA Paint!finish Metal Railing $8.444.00 $16.00 $16.00 1.0 EAIReptace Ceiling Fan �-� $33.76 $11.82 $21.94 1.0 EA Repioce S $171.06, $171.06 $68.42 $102.64 kyilight Box $75.00 $150.00 $52.50 $97.50 1.0 EA Re-install Glass Door Unit for Fireplace $30.76 $30.76 $30.761 $150.00 1.0 EA Re black Glass Door Unit for Fireplace $150.00 $150.00 1 -- Totals FOIr Family Room -- 37,342.07 $1553.26 $5788.81 I _________ Area Name: Basement Quant , -- Description , Unit Cost RCV DEP ACV 1.0 EA Replace Prehung S/C Flush Door $173.74 $173.74 $43.44 $130.30 1.0 EA Paint!Finish Prehung S/C Flush Door Replace Casing $44.03 $44.03 $15.41 $2862 1.0 EA Trim for Prehung S/C Flush Door $28.07 $28.07 $9.82 $18.25 1.0 EA Replace Door Hardware for Prehung S/C Flush Door $53.91 $53.91 $13.48 1.0 EA Paint/Finish Basement Stairs $71.32 t_ 15.0 SY Replace Interior Gypsum $109.72 $lag-T2� $38.40 $71.32 Ceiling Plaster $18.58 $278.40 $97.44 $180.96 I "" This is an estimate of recorded dam and 1s subyect to review and final " Sana„Mit. aPitxova by the insurance carrier Form CE t-;nsaP3b Page: 14 I ,i 3bI9E009Zi.'0N./ �LI "58,'51. :I.1. 50 .OI 'E (flHS.) 4K7� INSURED : Ward -- — - COMPANY —__-_ U Anted LOCATION :2452 East Phinney Bey One PO Bo Insurance Bremerton,WA 98312 'PO Banc 29 �' POLICY NUMBER :Mt"213812 ADJUSTER NAME WA 99023 OUR FILE NUMBER :46N36024 OFFI :Dab 459.9 DATE OF LOSS :12/3/2004 CELL TELEPHONE :(500)710-9313 DATE OF REPORT :1121r20O5 CELL :(509)891-2 89 FAX :(509)891-26&9 -- — EMAIL :WALLSD2 N tionwide.corrr Basement- continued... QUA -I �Y Description _ Unit Cost RCV DEP ACV - 15.0 SY Replace Thin Coat Ceiling Plaster $14.72 500.0 SF Paint Ceiling (1 Coat) $220.80 $77.28 $143.52 592.0 SF Clean Concrete Slab $0.180.31 $10 . 0 $54 25 $100.56 592.0 SF Cover and Protect $106.56 $ 0 .8 $0.t 4 $82.88 — $82.88 ----------- Totals For Basement $1,253.11 $349.52 $903.59-1 Re it ttgrrt Totals - — --_- _ $85,613.59 $20,869.14 $64,744,45 General Contractor's Ory (10.0%) $8,561.38 $2,086.91 General Contract° Profit (10.0%) $6,474.45 $8,561.36 $2,{}8$.91 $6,474-45 EstimaAls With OHP $102,736.31 $25,04296 $77,693.35 ble Sales Tax $8,635.32 $2,153-89 $6,681.63 Estimate Grand Totals $111,571.63 $27,198.65 $84,374.98 Policy Deductible ($1,000.00) ($1,000.00) S —___ -- __--___ BUILDING FINAL TOTALS $110,571.63 $63,374.04 L--- this is an esorded —-—_ and is submit to review and 1f11_ A ?oyai by the insurance carrier. " Page: 15 l02i3 Z d V$T9c009Z� -cm/5I ,LT 1.s/9T ,LT 50 .OT (f1H.L)