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Home My WebLink AboutCONSTITUTION AVE. S., 408 fAV! f(J'W, 51 e Address or s · Const;t~ ;0 N::::f ~~dt"' ~:i ~ " i~t, I ~ ~ n ''if ~ If )ij'!V 'f 0 Di'!) 'f./t l! Tit' ,~t t LiL., (]' I. iL, ' ~ ba it .~ 1<";).""'-, ',',-;;-"" ,....",,"f"!\~".-. -...-~. ~ ......"',. -0'"""""'''''' ,.. ,."""." :''"~_~''', .,;,-,--,'''''.''_"'. '<>--"-< ~~""'_,"'c_ ~___," ,,, E.80J:ECT THiS CARD FROM THE WEA THER Building DUI Perniif. #B B 06- ---.... For Ins~ections Call (360) 473- 5870 [P@@u (Q)~ @Du~ sf Erosion Control In Place J' 'j.'OUNlhlTION /) 1 DO NOT POI!H {'ON{ '1<1':1 I,: Foundation Footing (Check Setbacks) ;-rf: C ~?fO~ PIOOR TO ^I'Pl{OV;\1 Foundation Walls v~ it ,!-fL{-b Plumbing Grollnd Work In Slah Mechanical [lootinK ltlsulatioll , {if,liMN/IV(; Rough III I' fJ.JN 1 a'-"~-b (b'l)'pst 200 M f':( '/f.fNI< ',\ /, Duct / Veut ~ ~ 112 ...1.I~ I ( lA,), /)/1' F Support / Test / Meter set ,'" I'd Under Floor Framillg ~~, JD~{bi .., I'Ri\/HINU j <I I SI \i' I/(! { Shear & Hold Down COllll'eCtiollS ~~. 11-2"'6 (',t. an' ((llel'iII'I'( L&l Electrical Apl'/'Ol'ed >". ~-vl i 1- 2tJ--~ i'~ Ventilation Requirements VlJ. ru.L I (2 -l, 't. Framing IV ~ tz-l.~ I:, - tlh Under-floor 0 ~ 1\ fZ....7./~fo " INSlI/ATION Walls ~ ~ f'Z--21-fc - , Ceiling fl~ A ~~~ z-, -'.1\1 ~lh ltJj/ 1- ':;'-/0/ t:> "' SllI~/(f'lU)C/( ("Ii BUILDING 473-5870 @~ ''5'''2-( ~ ) ft'INAL All of Ihl: H!J,,\'f mus! Ill' )-1 -1 r liINAI, l';I,f';( 'TUIC/II, /Ie!,! ~/I,,,b(l1 (\ !/"!';'tr, 415-4000 HP!lI'OYf;i! ~8f'~~~e.Q g ~ pl'iOi lu f'illal " ~ PUBLIC I Vril'el'.'ay Approach 473-5270 J.\(, ~-"2..-1 WORKS I Sewer COl/fleCtiOl/ 473-5270 jilt:. ~ -Z-7 I - , - '\It rt'Y,IL J:\'Sl'm'[fONS' COt>rfPU,TZ;;n Occupanc) Appro)'{I! (Sil/Rif 473-5870 ~ 3-7-1 (;'lIIlIil) l<f'sidellce (Jlllr) Approved Dale NoteS ()O ,\01' O('Clil'Y IH51LDlNC \VTTHOl'T BUlllHN(; [)1l:I'ARTi\lFI\T APPl{<WAI. tK~L[J/.i;I,l'lil~.J:~~~ !<J.tn{Q:1LL!lL~JJbAtLU:.1< ~ ('J ",", CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER BB06 00372 DATE ISSUED: 07/24/2006 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: 3790-007-020-0108 ADKISSON DEREK & KRISTIN ADKISSON DEREK & KRISTIN REALITY HOMES INC SUBMITTED: 05/26/2006 VALUATION: $95,646.35 $627.74 4580 $965.75 2211 $69.95 2215 $4.50 0236 $104.00 2213 $50.00 4580 $1,821.94 Plan Review Fee Building Permit Mechanical Fixture Fee State Surcharge Plumbing Fixture Fee State Energy Code TOTAL FEES: "----. Inspection Requests DCD: Building Inspections L&I: Department of Labor and Industries ZONING: PHONE: PHONE: PHONE: SITE ADDRESS: ADDRESS: ADDRESS: ADDRESS: ADDRESS: 408 CONSTITUTION SOUTH 410 S CONSTITUTION AVE, BREMERTON, WA 98312 410 S CONSTITUTION AVE, BREMERTON, WA 98312 1308 ALEXANDER AVE E, FIFE, WA 98424 R10 (360) 479-7825 (360) 479-7825 (352) 926- 30 PHONE: 0-. STATUS: ISSUED APPROVED: EXPIRATION: 01/20/2007 Residenti NEW SINGLE FAMILY RESIDENCE WI ATTACHED GARAGE Building Code Edition: IBC: 2003 Occupancy Group: Type of Construction: Flood Zone: Setbacks: (Front) (Side) (Rear) (Other) Sanitation Method: Number of Bedrooms: Square Footage: 1,298 SQFT 463 SQFT Dwellings - Type V Wood Frame Private Garages - Wood Frame (360) 473-5870 (360) 415-4000 Fire Inspections HID: Bremerton, Kitsap County Health District PW: Department of Public Works (360) 473-5380 (360) 337-5285 (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 approvai prior to performing work. All building and tenant occupancy permits are requir d to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. CONDITIONS ains only to the City's re I tory jurisdiction, and thus compliance with City with federal or sta/ s. DCD: Prior to performing any r ~ation or .em .. work, Puget Sound Clean Air Agency (Clean Air Agency) and Washington ent of Labor and Industries (L&I) regulations require an asbestos survey be med to rmine whether there are asbestos- containing materials in t rk area or structure. asbestos survey must be conducted by and EPA-certif HERA) building inspector (excep ovation or owner-occupied single fami sidences).DCD: For more information, please act Clean Air Agency thro eir web site at www.cleanair.org or by phone at 800-552- 5 or 206-689-4058. e L&I web site can be found at www.lnLwa.gov/p-ts/asbestos/asbestos. RJ< 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 SIGNATURE OF OWNER 0 AGENT: PRINTED NAME: 2. (DCD-02) u m Page 1 of 3 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER BB06 00372 DATE ISSUED: 07/24/2006 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3790-007-020-0108 ZONING: R10 APPLICANT NAME: ADKISSON DEREK & KRISTIN PHONE: (360) 479-7825 OWNER NAME: ADKISSON DEREK & K~ISTIN PHONE: (360) 479-7825 CONTRACTOR: REALITY HOMES INC PHONE: (352) 926-6330 LENDER NAME: PHONE: 0- SUBMITTED: OS/26/2006 APPROVED: SITE ADDRESS: ADDRESS: ADDRESS: ADDRESS: ADDRESS: 408 CONSTITUTION SOUTH 410 S CONSTITUTION AVE, BREMERTON, WA 98312 410 S CONSTITUTION AVE, BREMERTON, WA 98312 1308 ALEXANDER AVE E, FIFE, WA 98424 EXPIRATION: 01/20/2007 STATUS: ISSUED 3. (DCD-14) 4. (DCD-20) 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. DCD: Approved Plans, Engineering, Site Plan, Permit, and Conditions, Shall remain on site and be available for inspection. Building Plan Review: 1. Braced Wall Panels-Provide engineering on braced wall panels under 2'8"(engineering will not be required if an approved Simpson wall panel or equal is used) Panels between 2 foot 8 in & 4 feet shall have tie down devices in accordance with the 2003 IRC 2. Smoke Alarms-Shall be interconnected 110-volt battery backup, one in each bedroom, adjacent hall, and on every floor 3. 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) 4. Foundation Footings-1 st floor foundation shall be 12" below undisturbed soil, 2nd floor foundations shall be 18" below undisturbed soil, the ground under the floor may be excavated to the top of the footing and no lower. 5. Insulation Requirments (over 12% glazing)-Walls R-21., Ceiling R-38, Vaulted ceiling R- 30 (2x12 const. 2" air space above insulation for ventilation), Floor R30, Concrete Floor R-10 perimeter. 6. 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. 7. 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 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 5. (LU10) LU: Driveways and parking areas must be paved. Parking is not allowed within the front setback. Driveways shall not exceed 20' in width. All utility fees and assessment shall be paid prior to final occupancy approval 6. (Project-Specific) 7. (UTILlTY-02) ~ J!D bq .~ Page 2 of 3 .. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER 8806 00372 DATE ISSUED: 07/24/2006 345 - 6th Street, Bremerton, WA 98337 ,(360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3790-007-020-0108 ZONING: R10 APPLICANT NAME: ADKISSON DEREK & KRISTIN PHONE: (360) 479-7825 OWNER NAME: ADKISSON DEREK & KRISTIN PHONE: (360) 479-7825 CONTRACTOR: REALITY HOMES INC PHONE: (352) 926-6330 LENDER NAME: PHONE: 0- SUBMITTED: OS/26/2006 APPROVED: SITE ADDRESS: ADDRESS: ADDRESS: ADDRESS: ADDRESS: 408 CONSTITUTION SOUTH 410 S CONSTITUTION AVE, BREMERTON, WA 98312 410 S CONSTITUTION AVE, BREMERTON, WA 98312 1308 ALEXANDER AVE E, FIFE, WA 98424 EXPIRATION: 01/20/2007 STATUS: ISSUED 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. Foundation Footings Foundation Walls Mechanical Plumbing Groundwork Plumbing Rough-In Framing Insulation Sheetrock Nailing Driveway Sewer Lateral Final Inspection - Building Driveway approach Right-ot-way Other Qty 2 3 1 1 1 2 2 FIXTURE LIST Qty 2 1 1 1 Descriotion R-Tub and/or Shower Unit R-Sink (Lavatory, Kitchen, Mop or Bar Sink) R-Water Heater R-Dish Washer R-Clot~es Washing Machine R-Hose Bibs R-Water Closet and/or Urinal Descriptior R-Bath Fan and/or Exhaust Fan , R-Range Hood R-Cook Stove with Exhaust R-Clothes Dryer with Exhaust Page 3 of 3 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT Receipt Number: ~ 345 - 6th Street, Suite 600, Bremerton. WA 98337-1873 (360) 473-5275 Fax: (360) 473-5278 BB06 00372 Building Permit 1/2211 $965.75 $965.75 $0.00 BB06 00372 Mechanical Fixture Fee 1/2215 $69.95 $69.95 $0.00 BB06 00372 State Surcharge 1/0236 $4.50 $4.50 $0.00 BB06 00372 Plumbing Fixture Fee 1/2213 $104.00 $104.00 $0.00 BB06 00372 State Energy Code 1/4580 $50.00 $50.00 $0.00 Total: $1,194.20 $627.74 BB06 00372 Total: $ 1,194.20 $1,194.20 CHECK 2002 Page 1 of 1 ~A~ ~ 02a~6 C5jDJ ~ MAY 2 6 2006 ill) BREMERTON':~i:' - . PERMI;IR1GliNtTER MMUNITY DEVEL~~atNT COMMUNITY DEVELOPMENT Building Permit Application 13[;Db OJ37~ 'R 10 1:h~ T 1 Dept. of Communi tv Development * 345 - 6th Street. Suite 600 * Bremerton * WA * 98337-1873 (360) 473-5275 * Fax (360) 473-5278 .t\VPUCa,tI(::i;;:>);; :>i;Olynet ,.;;,:;,:'~.; ',JZ1Contractor',';AuthoriiedAgent' Site Address: L-fo~ 5 net..}./;" C-n'^~f,.JuJJ"1A IlVe- CONTRACTOR: . - 0 W ~ ola a What is the application for? (Please check one) 'K1 NEW SINGLE-FAMILY RESIDENCE []NEW DUPLEX D NEW MANUFACTURED HOME o RESIDENTIAL REMODEL o RESIDENTIAL ADDITION o RESIDENTIAL REPAIR o NEW COMMERCIAL o COMMERCIAL REMODEL o COMMERCIAL ADDITION D COMMERCIAL REPAIR D NEW MULTI-FAMILY D TENANT IMPROVEMENT D NEW GARAGE/CAR PORT D NEW ACCESSORY BUILDING D NEW SIGN D STRUCTURE DEMOLITION D GRADING (Cubic Yards: D OTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YESD NO ~ Scope of work proposed: Square Footage: Dwelling: fz..'f I Garage: 4lP3 Decks: Valuation Plan Review Fee Permit Fee Surcharge Total Fees r;" 7.7 Y- 9t5 ~ 75 S (Lv\ 82/, 9 'E,5\:) 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 the circumstances beyond the controi of the appilcant 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. l~~Ad ~- " ApPlicant's :::i!gnature 5 /;1> /D~ rJ;:jt!> I fD) rn @ rn 0 \17 rn ill) LrU MAY 26 2006 BREMERToN-oe~RMIT CENTER COMMUNITY DEVELOPMENT tsBob 00372- R)o D'ST7 Dept. of Communi tv Development * 345 - 6th Street. Suite 600 * Bremerton * WA * 98337-1873 . . . /;. "~, . .'. ~t\1ec'!lanical . Electric .. .;o:t8r:P1timJ>11JIf> .~. '\'.~ ': -.",,' '::' ,- ,"<. ~~...., I .... I Type of Fuel:' Gas Oil Propane Residential Commercial Site Address: '1oZ CO~I /..../-/.... AVL 5Dr.c:fl-t NO;. TYPEOF EQUIPMENT NO. TYPE OF FIXTURE 1 RANGE -- 02 WATER CLOSET - ~.. 0 WOOD/PELLET STOVE/GAS FIREPLACE ot BATHTUB .~ 0 GAS FURNACE btu: :< LAVATORY (BATH SINK) - CONVERSION BURNER btu: SHOWER UNIT HEATER btu: , KITCHEN SINK --- BOILER btu: I DISHWASHER - GAS PIPING LAUNDRY TRAY EVAPORATION COOLERS btu: I CLOTHES WASHER AlC UNIT btu: J WATER HEATER ~ HEAT PUMP btu: URINAL REHEAT BOX but:: DRINKING FOUNTAIN '2 EXHAUST FANS FLOOR SINK OR DRAIN I RANGE HOOD (RESIDENTIAL) ~ WATER PIPING & ALTERATION RANGE HOOD (COMMERCIAL) GREASE TRAPIINTERCEPTOR I CLOTHERS DRYER - - .:l HOSE BIBBS ~ INCINERATOR LAWN SPRINKLER SYSTEM DUCT AL TERA nON SWIMMING POOL TANK TYPE: BLDG. SEWER: (MOBILE/MOVED HOME) ~ REFRIGERATION UNIT ~ ROOF DRAINS OTHER: OTHER: OTHER: , OTHER: , MECHANICAL FEES: PLUMBING FEES: TOTAL FEES: VJA~- c; (Z&/o& (~ ,":C'.,." "..' 1':. ...., :' , " .;..,<::< l>;;/'." ; ,:oF \ " . :" ,'. 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' ,;,.' . . . ,',,/ .... .....,;.;. :.-:: ::';i:;~::I:;;t-:,. ~~:~:~i_~;{~~,:::'ii.,~~ ~:.:~-":.t~.,~~~,;:~~~.>-",,,;~, ~.~: :"'.::" .' ,'3\['.:;+:;~' ....;;7...;'[. ';, ,..'.1,:;.; '.' CO'" "\ .. ~,~~> /; "., r \.; .'/ .,../. '.' r:: tc.' . '"c ':~::;:.~.i, ;~ ',o. ;;,:/.'",;;,. .c:",. -......,}- :::,,, 1".,,'(;',<1'. "" "... .' ;:; ,'," < ,',::' }, :.: ii' .l ' illo 4 ~=f I , -- [m,~~~BW[g fQ\..' ,_:-JUL J 7201i' ~.. . ,_ , ,u~~. -BREMERrO" D ' ' COMMLJNlTY D~vl[cJpOMF ~ - ,_ ~ ENT I ~- - Q-4 .~._ __~e:~ -i-- ~~v:ise j~. \__, - - ___. I V -.' ..__1 .. - ~ .. r-~- :- I I I -, I I I ' 1'~:r!~e~.~e~J.~...~.' ~.,.~~-.~ ,I '., m (tic. - ~ .m .' ,tl_ C . ,Ql' ..'.01 ',- . 'J . - I ' ." ' - - ..-::-. ~:, . ',-, J;' -I '-. --- -- , .' -l --. I' , ' i . -I ., .' T ; , H --- th";'.': I . ' ' -- ' '" , f '.. '" ' , ; "J .:5 .' --."! , ,<~=, 'J i- ' ,," · :-"1' " . . , . -- ' ' '.. ., ~.-~. , ' . ,<-#' '" .~L n, .im ,.. ,'Ie " l~ ," :1 ....n - " I .' '. l. ,.,~::~-~e ,1:\\ :~. j' l-,~;Sm " :' , ,.:, -l~ 1--=--;':: :C-~~' ,. "..' -- - '.. .:' ,n, 'j~ -',66 .;~~ ~- -~ -'-.' - .~. - ()\ (J\ o ""c" ,- :t:. '1 0'1 ._ .01 _. 1 (f\ .-. I .' , -- ~I ..,~1 :J - ., - I cJ".' .. .1 -+- I ' , . , - I . - -- --+ ~. ' .. I -+- '-- Cf ~_ '6 f' J u, I_~ o ) DATE ROUTED MAY 26, 2006 408 CONSTITUTION AVE. SOUTH, NEW SFR WITH ATTACHED GARAGE. ~ ~(~ PERMIT # BB06 00372 /*~~ ~t'Fi~ ~ ~0~\~ ~(1) ) ()fJ< LaQ) ~ \ ~ "' 'G~ f!-S- S vJ fo~'- ~IT'>J- <j1Y^'~ ~ t/~ (VU-- 002. EX- iJ.. ~ \E::- BLDG DE F < ,.- c-C' .' CCC TRAFFIC ~ -::t f \ "\ l&o . ~~ DATE RECEIVED ~ill@rnowrnf[Y MAY 2 6 2006 L!:!) BREMEATON-DEPT OF COMMUNITY DEVELOPMENT CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT Receipt Number: ~." ,. . W"~" .~ "",,}~ 345 - 6th Street, Suite 600, Bremerton, WA 98337-1873 (360) 473-5275 Fax: (360) 473-5278 CHECK 2781. Total: $ 627.74 $627.74 Page 1 of 1 DATE ROUTED MAY 26,2006 408 CONSTITUTION A VE.SOUTlI, NEW SFR WITH ATTACHED GARAGE. PERMIT # BB06'00372 BLDG ~~D1JL~ 5Htfl?-U)fl L,l.-- I~ LV VE DATE RECEIVED F CCC @&@&OW&f[jI MAY 2 6 20Q6 ,U:V ,,/ co~~JMERTON-O[PT 'OF UNITY DEVElOPMENT TRAFFIC ..~ C. ~ Ic---Iv ~ ~(!) tr- -1 ------ "'.--- - s~~ @@[gDW@f"n\ MAY 2 ~~lMlft.w of Community Development t4)~ixth Street, Suite 600 Bremerton, W A 98337 .. BREMERTON-DEPT ~O) 473-5275; Fax: (360) 473-5278 COMMUNITY DEVELOPM~site: www.ci.bremerton.wa.us RESIDENTIAL SITE PLAN QUESTIONNAIRE The answers to this questionnaire assist the staff in reviewing one or two-unit residential building permit. Please complete the. form and submit it along with the building permit. Providing complete information will help ensure the timely processing of your permit. APPLICANT INFORMATION: NAME: 1=1 r.j /K fJe~//) ~Ol~ . ADDRESS: clio ~. C</IAS'll~/)r^ CITY: ~VJ//!/l tf/'f'7'[{ . TELEPHONE: Work: 00912- 93tl PROJECT INFORMATION: 1. Tax Account Number: 3'f1D - CO? - 07.0 - 0103 STATE: IAJ.JI ZIP Cj~3{ z Home/ Cell: (3t~ f}tl- 7~7t(JCe 2. Site Address: qos 5.- C,b/A.'3Ir/L<..JfIJt" gV~!.4A. ~CIA (". I J1 1i31'L. - r GENERAL SITE INFORMATION: 3. Please check sewage provided: servIce ~ City of Bremerton Sewer o Septic (contact Kitsap County Health for letter of acceptability) 4. Is the site characterized as: Forest or Vegetation X. Cleared ...... Developed SHORELINE: 5. Are any areas being developed on the site within 200 feet of the shoreline? Yes~ 6. If the answer to #5 is yes, please fill out a Shoreline Permit Submittal Checklist (WAC 173-27-180) Residential Questionnaire 10f4 Revision: March 200.6 CRITICAL AREA CHECKLIST: Fill in the blank or circle the answer(s) that apply directly to the site and,areas that are within 200 feet of the site. ,'" ' '. : a. Slope is calculated by dividing the vertical distance by the horizontal distance and'then multiplying the result by 100. Example: Vertical Distance = 20 feet Vertical 20 feet Horizontal 100 feet = .2 X 100 = 20% slope ~ Horizontal Distance = 100 feet Check all that apply to the site and areas within 200 feet of the site. Flat: less than 5-feet elevation change over entire site. '><... Rolling: slopes on site generally less than 15% (a vertical rise of lO-feet over a horizontal distance of 66-feet). -11 Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). ' " Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): b. Does the site or properties within 200 feet of the site contain areas of year-round standing water? Yes@ If so what is the approximate Depth: c. Does the site or properties within 200 feet of the site contain areas of seasonal standing water? Yes/@ If so what is the approximate Depth: What season(s) of the year is the standing water present? Winter / Spring / Summer / Fall How long is the standing water present? Residential Questionnaire 20f4 Revision: March 2006 r~':' d. Is there an apparent wetland present on the site or on properties within 200 feet of the site? Yes@ If a wetland is present what is its approximate depth and size? e. Does the Site or properties within 200 feet of the site contain a creek or an area where water flows across the ground surface? Yes @ Does it flow year-round or seasonally? If it is seasonal, what season(s) of the year is it present? Winter / Spring / Summer / Fall f. The site or properties within 200 feet of the site are primarily: Forested / Meadow / Shrubs / Urban Landscaped (lawn, shrubs etc) / and or Other (please describe) !:fA"'~5~J- g. Please describe the soil type on the site (clay, sand, gravel, peat, etc). (Y/o~..J!y 5!,<<<~. L ',j). .5~ A~I<-6 1- <'- /&.1 / 1 h. Do you ever see wildlife on or within 200 feet of your property? @No (Examples of wildlife can include but are not limited to: Squirrels, Raccoons, fish, deer, opossums, fox, heron, eagles, songbirds etc.) If you do see wildlife on or near your property, what species and how often? 12 Ci(l...L-ct:lI\5". S1u/lr~/<, Ct"?l'r'<' datt: tl IA/R'->-f"f. 1. Are you aware of an aquifer recharge area on or within 200 feet of the site? Yes .@v (See maps on file with the Department of Community Development) RESIDENTIAL DEVELOPMENT WORKSHEET: 1. What is the zoning designation: J - 10 2. What is the area (square footage) of the lot? 3. What is the amount of grading proposed (in cubic yards), not including foundation area? Residential Questionnaire 3 of 4 Revision: March 2006 o Cut amount ~ 6 Total grading 80 Fill amount Will the grading material be imported or exported? Yes@ If yes, please identify where the material is being deposited or imported from: NOTE: Grading over 100 cubic yard requires an Environmental Review (SEP A). Please submit an Environmental Checklist with your permit application. 4. Please provide the following information. Zoning development requirements are found in Bremerton Municipal Code (BMC) Title 20. Two off-street parking spaces are required for each residential unit. When adding to or replacing an existing structure, this information should 'reflect the entire site after work is completed. FRONT YARD SETBACK REAR YARD SETBACK* SIDE YARD SETBACK SIDE YARD SETBACK MAXIMUM HEIGHT LOT COVERAGE** NUMBER OF OFF-STREET PARKING SPACES SN 5 C:-f 3 S- .('-t ~o% " 01- 02 J *Use this as the second front yard setback for corner lots and through lots. * * Lot Coverage is defined as that portion of a lot covered by the roof areas of ALL structures, but not including driveways, walkways, patios and low' open decks. A low open ~ deck is defined as rising 30 inches or less above the finished grade. ' The applicant herby certifies that all of the above statements and the information contained in any other transmittals made herewith are true, and the applicant acknowledges that any action taken by the City of Bremerton based in whole or in part on this application may be reversed if it develops that any such statement or other information contained herein is false. Pd;fd~ Applicant Signature . t::; I /0 /oCt Dale I Residential Questionnaire 40f4 Revision: March 2006 Washington State Energy Code: 2001 Second Edition, Prescriptive Worksheet Zone 1 Effective 1/1/03 . Conditioned Floor Area 1/2c{2.. Glazing Area Feet2 Vertical Glazing it Overhead Glazing Door 602.7.2 Exception, Area X 3 Glazing Area Total Area . Weighted U-Factor W Glazing To Floor Area Ratiol t"l% I Glazing Area Total! Conditioned Floor Area 602.7.2 Exception Ratiol I 602.7.2 Glazing Area Total! Conditioned Floor Area. not to exceed 1% TABLE 6-1 .' PRESCRIPTIVE REQUIREMENTSo,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Select One Option Glazing Glazing U-Factor Wall12 . WaU. Wall. Ooor9 Vaulted int4 ext4 SIab6 on Option Area 10: U-Faclor Ceiling2 Ceiling3 Above Floors Grade % of floor Grade Below Below Vertical Overhead11 Grade Grade I. 12% 0.35 0.58 0.20 R-38 R-30 R-15 R-15 R-IO R-30 R-IO II 15% . 0.40 0.58 0.20 R-38 R-30 R-21 R-2l R-lO R-30 R-IO , i III 25% 0.40 0.58 0.20 R-38/ R-30 / R-2l.! R-15 R-lO R-30 / R-IO Group R-I U=0.031 U=0.034 U=0.060 U=0.029 Occupancy Only IV. Unlimited 0.40 0.58 0.20 R-38 R-30 R-21 R-2l R-lO R-30 R-IO Group R-3 Occupancy Only V. Unlimited 0.35 0.58 . 0.20 R-38 I. R-30 / R-21/ R-15 R-IO R-30 / R-IO Group R-l U=0.03l U=O 034 U=0.060 U=0.029 Occupancy Only g D D CJ See code text for footnote references Copyright 2002 WSUCEEP 02-143 Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) 12/23/2002 1 of 3 Washington State Energy Code: 2001 Second Edition, Prescriptive Worksheet Zone 1 Effective 1/1/03 Exterior Doors Plan Door Percent Door ' Door 10 U Glazed Area UA I U 0 A =UXA 2- 1'20 0 2.. t) ^ t-j '-I. c8 One Exem t Door, If 24 Square Feet or Less. Sum of A'eaand UA (do noUnclude exempt doo,d . {J I u 'i I ~:;: I Area Weighted U= UAJArea " Vertical Glazing (Windows, Doors using Exception 602.6 #1) Plan Component Glazing 10 0 f escnptlon Re. U -(;\'J : f ') ~ I ; , . . ,j" t, I U "' [ , t;'6 '40 Vi~ l V I V'\~lJ'lI~) . t..-Jo Go $'0 Cft ~~ I U f Vtcl ,~v .40 19<> S'. tit:'"" !.VI' ru1 ~v /40 '-/V.5t., ( J t't--l-' , It.)/~ W .40 t- Width Height Qt. Feet Inch Feet Inch LI' 5"' 1./ I -- r b I LA ~ I 4 3 Sum of Area and UA Area Weighted U = UA/Area Glazing Area UA A ' =UXA fit) 3L z,-S- 10' 30 l2.- 12... &.J.f I (47 I~"~ I Copyright 2002 WSUCEEP 02-143 Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) 12/23/2002 2 of 3 Washington State Energy Code: 2001 Second Edition, Prescriptive Worksheet Zone 1 Effective 1/1/03 Overhead Glazing Plan Component 10 0 Glazing Area UA escription Ref. U U A =UXA Sum of Area and UA I. Area Weighted U == UNArea Section 602.7.2 Exception Plan Component B Description Width Height Area Qt. Feet Inch Feet Inch Area X3 E8E8 I I Sum of Area and Area X3 I Copyright 2002 VYSUCEEP 02-143 Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) 12/23/2002 3 of 3 PUBLIC WORKS AND UTILITIES ENGI:'iEERING DfVISION 3027 Olympus Drive' Bre~erlon, WA 98310-4799. (360) 4.M-:B+&-' F.-\X (360) .n-&-5Btfr- ADDRESS FORM 3 3 (360) 47B-5270, FA..'C (360) 47~-5398 APPLICANT INFORMATION DATE: '/;).1; (j) ..2(NEW ADDRESS _CHANGE ADDRESS Nc.r,AE'. ) ~.'c.-L-' - "'/. I I/~rj k IC~C(-\, , , 11 f " II I" . ,-j' ' ~. , ) ji ADDRESS: 4/ () Sc> ~.( -)n~-v__j-A}-G>~y) F.AX; CITY/STATEIZlp:c3ru'llf.r+O/,I,' /l,lA. C;S,::2)'J . KITSAP COUNTY PROPERTY 1.0. NO. (FOR LOT TO BE ADDRESSED): 3 r-; S () -- c) [)~ - OJ 0 --. PHONE: !~ co.)) ~ 79 -7 R, ;) ~ '-. ./ OlO~ PL=-"'SC: DP..AW A DIAGPJI..M OF YCUR PROPER.TY, INCLUDING ADDRESSES OF NEiGHBORS. DRAW DRIVEWAY LOCATION AND SHOW STREET NAME THAT DRIVEWAY ACCESSES. INDICATE WHICH DIRECTION IS NORTH. 5e~ /ll%rckvd ~/(f 1 5/~-l! hLmj/ ifesld~~ CIIY U~C: ONLY. DO NOT W~:IE 6t:LOW IhlS liNE. NEW ADDRESS: 4tJ,t;{ .S(), 6)15/; !;m'o.n AVeJ1(~-e ZIP CODE It! J?; sf vffl~ ~ APPROVED BYI DATE: ~/1 / ~/c7--1-/(}b Revised 12128/99 ffi&~ AF.S ..L ............, CONSULTANTS, INC. ~". ~~'-, . PROFESSIONAL LAND SURVEYORS P.O. BOX 930 . 3472 N.W. LOWELL "OLD TOWNE" . SllVERDALE, WA 98383 . 360-692-6400 . FAX 360-692-8947 " ~ II "" ~ ~ ~ ~ I 36 Ir) , 'y I _ JI ., !,.., '\j- '\f- //2 I t: ~ ~ '\ l.{) pC t;. L- fLIJ ..-, I J . 7/ ''t. ... "~- \Q 4/' ).... '-lJ '.J "l ~ ~I '\S ~ ~ ~ ~ ~ ~ C' ~ :r ~ ~ ~ r:-l-l ~l' f?-Ct/ ~ pA //2':: 1--\ ~ ~ ;1-, ~'~ I'- /. r -t-..-. , , - .-- .-- () ~ .. -, --) /.; - ~\ '"- ,..... \J.l -:~ J:' ~ {___ I I I j bLOCK 7 "pORT O/?C/-/ARD VaL. / PG. 96 .d- 97 \ IU\I\ 11I111\\11\\ 11\\ \llliIWU~lIl1~h~2:::~ ~l~ .1:5 . This sketch is provided, without charge, for your information. It is not intended to show all matters' related to the property including, but not limited to, area, dimensions, easements, encroachments, or" location of boundaries. It is not a part of, nor does it modify, the commitment or policy to which it is attached. The Company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. PUBLIC WORKS & UTILITIES Engineering Division 8R:~M!~.~~--I.g~N+IFlbA-TIGN- Residential When adding address numbers on the building, the Fire Department has requested that you use numbers at least 4 inches in size that contrast to the surface they are mounted on and visible from the street. Have the address posted at the beginning of the driveway if you cannot see the residence from the street. Commercial and Multi-family Units Numbers should be of a color contrast to the surface they are mounted on, visible from the street, and of the height requirement of: 50' from street or less: 6"-12" minimum height 50' to 1 00' from street: 12" - 18" minimum height 1 00' or more from street: 18"-24" minimum height MAIL BOX LOCATION, INSTALLATION, and STYLE Contact the Post Office for approval of the mail box location and type of mail box to be used. If the mail box is next to the street in the Right-of-Way, it shall not be placed where it will cause a site distance problem near a driveway or street corner nor blocking access to a driveway or pedestrian walking area. It shall not be placed in the Right-of-Way in front of a property owned by another person unless it is being added to an existing group of mail boxes or has additional approval by the City Engineering Division. If there is no other location available, a mail box may be installed in a sidewalk area per City of Bremerton Standard Plan No. 3410 providing the sidewalk shall be widened, at the owner's expense, to maintain the required sidewalk width in the Right-of-Way. The installation of the mail box and sidewalk work shall require a Right-of-Way Permit which can be obtained at the City Engineering Division. Multi-family and Commercial mail box locations. shall be located within the building or on the premises whenever possible and meet Post Office access and security requirements. Free standing external mail boxes in the downtown core shall meet both City and Post Office requirements for size, location, access, site distance, security, style, and color. Any installation in the Right-of-Way requires approval of the City Engineering Division and a Right-of-Way Permit which can be obtained at the City Engineering Division. Call for underground locates 72 hours before you dig, 1-800-424-5555. There is no charge to the property oWner for underground locate service. rn () MAILBOX \ z. -. .-'l- G) '"0 <.c::::: WIDE,N SilDEWALK Z c rn OJ 0 AS N~EqED TO rn C - MAINrAIII~ REQUIRED ;:0 Z 0 OJ 6" 1'.7" SIDEWA~K WIDTH G) ~ -.: PRESSURE TREATED ! 0 0 CO 2X6 (TYPICAL) < :0 3 en ^ 0 en (1) 2 - 3/4" DIA. BOLTS z ;:t MAILBOX; 0 @ 24" O.C. ::l ----- 4X4 POST MINIMUM 4X4 , I PRESSURiE TREATED POST i NON SHRINK GROUT <r 'OJ" ~ i> ~ o' ::> ~ 5'. in. ~ ~. 0;'.3 C'iii' ::>'0 ~ i3 ~~ ~p. ~~ ~.B' p.~ !!. ~ "' ::> ~ 0. 0. ~ .is .,' o;J .1,' SIDEWALK <l' .'" Ii f1 ,.a" .. . .4 ~ )> r- ea o X (j) --j )> Z o 12" PVC SLEEVE 18" MIN. LENGTH 'Z ~ N 'i , ~---:-I--__::=_L ."~'~ CSTC BACKFILL BETWEEN SLEEVE AND 4X4 SECTION COMPACTED BACI<FILL CIJF OR CSTC . :0 ::;~. W \5 6' ~ :.0:::l ~ :3 ~ 0 \) Iii DET AILS NW~ i , I OBTAIN LOCATION APPROVAL FROM LOC,L,L !,!OSTMASTER. ';1) trfe : A ;f;jJti- -cfl- w~)/ W~/'/( .J!le/'.m.-Y- /5 /effN;-'ed #;" -r/1.;:S 1//1 ~?4/~/?'/A.. , C/lltlc:zd/ie C;1} 9t//~e.,p/-/? D;{//5/tYA ft;r /40f"e 1)t.:rb/'/~CJ7<,... . Kitsap County Parcel Search - - - - Kitsap County Parcel Search Map Applications Parcel Search Hazard Locators Voter Information Map Library ^ ">"<C~m"" FARAAGlJT AVE ,k,,, , Resources Data Availability Documents Data Change Request Quick Facts Site Map FAQ Related Links r;i II '(1) '!~} :ii/:', .e/ "W;" :::J low j::; ~ GIS Home Contacts Location Directions Parking Comments ; i : , l 3790..{)07 ..():20..{) 1 08, Copvr\:lht Kitsap CountY 2004. Page 1 of 1 All Catalogs ~ 614 Division Street, Port Orchard, WA 91 Voice: 360.337.7053 ~ W<:: F '~ S~arch Tax Account: Address: House No: Street Name: Note: Do NOT enter Street Direction (I (St, Ave" Blvd" etc,), A list of potentia be displayed, - - - Last Updated. February 03, 2006 Copyright@ 1995-2005 Kitsap County GIS. All rights reserved. Privac)( Policy Disclaimer Comments/email R lO b[)1~ http://kcwppub3.co .kitsap. wa. us/we bsite/parcelsearch/presentation/ chameleon/map .asp?C... 5/26/2006 '~ 2003 IBC LATERAL ANALYSIS ONLY FOR: REALITY HOMES PLAN: ADKISSON1242' SITE CRITERIA GoRO\.ND WIND EXI"'O&U_ &EI8Mle &oil.. &NOW ,&I"!:EO OE&IGoN ~IL.E L.OAo (Ml'"I-l) eATI!!GO~ 30 1""&1' &!lo MI""~ e D D &@&OW MAY 26 2006 -! co~~t~~W~~v~~1 0 NT SITE: 408 S. CONSTITUTION AVE. BREMERTON, WA 98312 LATERAL ENGINEERING ONLY Copyright@ 2006, Hodge Engineering, Inc. SHEET DATE H d ;:~~~:~~'L'NW RESIDENTIAL g SohA_' O e ","..bo.,WA '"'" ENGINEERING Pho.....(2.53)857-7055 ,.. engineering ine. '....,{m''''-'''' REPORT # 6,0494 PLAN NUMBER Cover 05-01-06 ADKISSON1242 2003 IBC @ IJqge~g! Engineering Instructions and Notes All structural members are shown on the engineering S pages. The enclosed engineering calculations document the analysis used to determine the structural members of the S pages. The engineering calculations are not required to be referenced for construction. Contractor shall verify all notes, dimensions and conditions prior to construction. Contractor shall provide temporary bracing as required until all permanent connections have been installed. Engineer and designer shall be notified by the contractor of any discrepancies at the time they are noted. (IBC 2301.2) There are three methods for the design of wood based structural elements. These methods are allowable stress design (ASD), load and resistance factor design (LFRD), and conventional light- frame wood construction. This engineering uses allowable stress design in accordance with the provisions of Sections 2304 (General Construction Requirements), 2305 (General Design Requirements for Lateral-Force-Resisting Systems), and 2306 (Allowable Stress Design) of the 2003 IBC. The provisions of conventional light-frame wood construction (IBC 2308) do not apply unless noted otherwise. This engineering report contains the results of the lateral engineering calculations (and gravity load if noted) for the proposed structure.. Lateral load modeling was completed with Wood Works Design Office (www.woodworks-software.com 800-844-1275). Wood Works was developed based on the American Forest & Paper Association's National Design Specification (NOS) for Wood Construction. The AF&PA is the same professional organization that produces the Allowable Stress Design (ASD) manual for engineered wood construction, National Design Specification (NOS) for wood construction, Wood Frame Construction Manual (WFCM) for one-and two-family dwellings, and the Load and Resistance Factor Design (LFRD) manual for engineered wood construction. Gravity load calculations (if completed) were accomplished on Wood Works Sizer wood database to determine member size. Any member to member connections that are not common are detailed on the prints. Scope of Services: Hodge Engineering Inc. provides engineering to resist lateral loads (and gravity if noted) in accordance with the 2003 IBC. This engineering is for the structure and foundation only. Foundations are engineered to support the structure with an assumed 1500 psf soil bearing. No soils report has been provided to Hodge Engineering Inc. unless specifically noted on the engineering S sheets. Special foundations for steeply sloped lots or with poor soil bearing are not provided unless noted otherwise. It is the client's responsibility to notify the engineer about special site conditions. Gentle slopes not requiring a geotechnical report by the jurisdiction are accommodated by the step footing and pony wall details of the S sheets. Architectural Revision: The architectural plans are used as the basis for engineering. The architectural plans usually do not meet,all engineering criteria and require modification. It is the client's responsibility to identify these changes on the engineering plans and to notify their architect and get any plan changes necessary prior to start of work. Changes may include additional foundations or footings, beam size changes, siding changes etc. Where re~!;Jl[edi,:~yt~e'b;~il.di6g,'official, the classification and investigation of the soil shall be made by a regi~ter~~#aesign p~gt",,~.~si6nal;~~~?~.1). Site grading. The ground immediately adj~~ent to the foundation ~tl,~lIg~~isloped aw~x\t~om the .bl:Jlltlmg at a slope of not less than 5 percen.t for a .mml~um of 10 feet .I:~1'?03'T~:);S:.0'l1J2,~cXe~fll,I:n:'~t~nal ~~all not be used unless allowed by a sOils engmeenng report (1803.5) "lItt: "p ,";p ~\0~";~f"h\'~'&, ~,.;"~1~1., ~l;"T~::;,:", "~""'" I lodge EUl;iucel'ing, Inc. ,John E. Hodge P. E. 2601 .Jahn Ave ~rw SIc, Ai Gig Harbor 00"59073-;: , (25:~) 857-7~;");:B'REMY~~~~U~N9~~1E2 2 of 1 0 \~ e, rm' ",' " Hodge engmeermg mc. Materials Lumber shall conform to DOC PS 20 Manufactured I-Joists shall conform to ASTM 5055 Structural glued-laminated timber shall conform to AITC A 190.1 and ASTM D 3737 Preservative-treated wood shall conform to applicable AWPA stanqards Trusses, truss drawings and truss engineering shall be provided by the manufacturer. Metal plate connected Wood trusses shall be manufactured as required by TPI1. Floor and roof sheathing shall be per IBC tables of section 2304. Fastening shall be per the 2003 IBC fastening schedule table 2304.9.1. Plywood AP A Rated Roof: 15/32 CDX or OSB PI = 24/0 Floor: % T&G CDX or OSB - PI = 48/24 Concrete Minimum specified compressive 28 strength (Table 1904.2.2(2)) Air entrainment per 1904.2.1 2,500 psi for basement walls and foundations not exposed to the weather, damp proof walls below grade 2,500 psi for slabs and interior slabs on grade, except garage floor slabs 3,000 psi for vertical concrete surfaces exposed to the weather 3,000 psi for driveways, curbs, walks, patios, porches, carport slabs, steps and other flatwork exposed to the weather and garage floor slabs. Reinforcinq Steel ASTM A-615 Grade 40 for #4 and smaller ASTM A-615 Grade 60 for #5 and larger CODE CRITERIA Building Codes 2003 International Building Code Seismic Zone D Response Mod Factor 6.5 Soil Profile D Wind Zone Speed and Exposure on engineering calculation cover and S sheets Design ASD, ASCE-7 SOILS CRITERIA Soils Consultant Soils Report # Bearing Pressure Bearing Depth None provided by builder unless noted on S sheets If provided to Hodge Engineering report # will be noted on S sheets 1500 psf assumed unless noted otherwise 12" Minimum uniformly distributed Live Loads Attics with Storage ' 20 psf Attics without Storage 10 psf Decks 40 psf Exterior Balconies 60 psf Fire Escapes 40 psf Guardrails and Hal19r,Clils,:,:1;, '. 200 psf GUardrail~~t~!i~I,,"Qpm~meTtt~~,~j;jc 50 psf Pas~~og,er:\1ehicleJ~a~?ges ":~1;; 50 psf ~q8msf€ither thant;Sle~ping RoOQ1~ 40 psf ,~:lq:~P'~,:;~';hj"i:~~ ~~ ~~: ~~rui,' ,;'~':;7m;~:~_~'"~~_ "~~;~~:::I;~~~~:~~: ~~~f-:, ii~' ; " ~'l''X:l~Z~f~G;:,; ,,<t.M~'~:,'?.'f' :~:"c;:~::j'::~:~~:: ",iii',"','I"')"" 4,24,06 ~:i~!~}7~:" Hodge Enginccl'ing, Inc. ,John E. Hodge P. E. 2601 .Jahn Ave -:\W Sle. A1 Gig Ilal'hOrll.Ml,,~9U\~:If~I$$ ~I r~QN AVE (2~'~) 81}"7-..,.(}~2B .~'-1 ~A ' ~,- .~ . .. ,,:.. ,t:' c,", " /' 'fi:. 98312 3 of 1 0 ~"E.:' ".. ' 01 WoodWorks@ Shearwalls SOFTWARE FOR WOOD DESIGN LA TERAL ANALYSIS Johns Review.wsw WoodWorks@ Shearwalls 2004b May 1, 2006 09:42:40 Level 1 of 1 75' 70' 65' 60' D-1 I - I 55' 50' I 45' 40' ~ M 35' 30' ~ , ~ 25' C-1 20' I 15' B-1 10' ~ N 5' A-1 0' -5' -10' -10' -5' 0' 5' 10' 15' 20' 2~' 408 S. CONSTITUTION AVE. 30' 35BREMERTGUN, WAJ' 98312 4 of 1 0 WoodWorks@ Shearvvalls SOFTWARE FOR WOOD DESIGN WoodWorks@ Shearwalls 2004b LATERAL ANALYSIS Johns Review.wsr May. 1,200609:57:36 Project Information COMPANY AND PROJECT INFORMATION Company Project Hodge Engineering Inc. 2003 IBC 2601 Jahn Ave. NW Exposure B Suite A - 1 Siesmic Zone D Giq Harbor, WA 98335 DESIGN SETTINGS Design Code Wind Standard Seismic Standard IBC 2003 ASCE-7 ASCE-7 Wind Capacity Increase Load Combinations Building Code Capacity Reduction Shear C&C Panels 0.70 Seismic Wind Seismic 1. 40 1. 60 1. 00 Wind 1. 00 1. 00 Nail Withdrawal Modification Max Shearwall Offset [ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 1. 60 T<=lOOF Dry ,Dry 4.00 - Maximum Height-to-width Ratio Plywood Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 - - - - - Shearwall Relative Rigidity: Designed capacity using flexible distribution Hold-down Forces: Based on applied shear line force Seismic Materials: Include gypsum on exterior walls SITE INFORMATION IBC Occupancy ASCE-7 Equivalent Category II - All others Category II - All others Wind Seismic ASCE-7 general analytic method for all bldgs ASCE-7 equivalent lateral force procedure Design Wind Speed 85mph Use Group I Exposure Exposure B Design Category D Enclosure Enclosed Site Profile Class D Topographic Information [ft] Spectral Response Acceleration Shape Height Length S1: O. 600g Ss: 1. 400g - - - Fundamental Period E-W N-S Site Location: - T Used 0.088s 0.088s '- Approximate Ta 0.088s 0.088s - Maximum T 0.105s 0.105s Response Factor R 6.50 6.50 408 S. CONSTITUTION AVE. BREMERTON, WA 98312 5 of 1 0 WoodWorks@ Shearwalls LATERAL ANALYSIS Johns Review.wsr May. 1, 2006 09:57:36 Structural Data STORY INFORMATION Ceiling Level 1 Foundation Story Elev ft 10.83 2.83 2.00 Wall Hei ht ft 8.00 BLOCK and ROOF INFORMATION Block Roof Panels Dimensions [ft] Face Tvpe Slope Overhang [ft] Block 1 1 Story N-S Ridge Location X,Y = 0.00 11. 50 North Gable 90.0 1. 00 Extent X,Y = 34.00 44.50 South Gable 90.0 1. 00 Ridge X Location, Offset 17.00 0.00 East Side 15.4 1. 00 Ridoe Elevation, Heioht 15.50 4.67 West Side 15.4 1. 00 Block 2 1 Story N-S Ridge Location X,Y = 0.00 0.50 North Gable 90.0 1. 00 Extent X,Y = 21. 50 11.00 South Gable 90.0 1. 00 Ridge X Location, Offset 10.75 0.00 East Side 13.9 1. 00 Ridoe Elevation, Heioht 13.50 2.67 West Side 13.9 1. 00 408 S. CONSTITUTION AVE. BREMERTON, WA 98312 6 of 1 0 WoodWorks@ Shearwalls LATERAL ANALYSIS Johns Review.wsr May. 1, 2006 09:57:36 MATERIALS by WALL GROUP Wall Sheathing [in] Fasteners Spcg [in] Framing Members [in] Apply Grp Surf Material Thick Orient Size Type Edg Fld Blkg Species G Spc Notes 1 Ext SS incl. OSE 7/16 Vert Bd Nail 4 B yes Hem-Fir 0.43 16 1,3 Notes: 1. Capacity has been (educed according to IBC specific gravity adjustment. 3. Shear capacity for current design has been increased to the value for 15/32" sheathing with same nailing because stud spacing is 16" max. or panel orientation is horizontal. 408 S. CONSTITUTION AVE. BREMERTON, WA 98312 7 of 1 0 WoodWorks@ Shearwalls LATERAL ANALYSIS Johns Review.wsr May. 1, 2006 09:57:36 SHEARLlNE, WALL and OPENING DIMENSIONS North-South Type Wall Location Exte nt [ft] Length FHS Height Shearlines Group(s) X [ft] Start End [ft] [ft] [ft] Line 1 Level 1 Line '1, Level 1 Seg 1 0.00 0.00 56.00 56.00 46.00 8.00 Wall 1-1 Seg 1 0.00 0.00 56.00 56.00 46.00 Opening 1 29.25 34.25 5.00 6.75 Opening 2 48.25 53.25 5.00 6.75 Line 2 Level 1 Line 2 f Lyvel 1 Seg 1 22.00 0.00 56.00 56.00 11.50 8.00 Wall 2-1 Seg 1 22.00 0.00 11. 50 11.50 11.50 Line 3 Level 1 Line 3, Level 1 Seg 1 34.00 11.50 56.00 44.50 29.50 8.00 Wall 3-1 Seg 1 34.00 11.50 56.00 44.50 29.50 Opening 1 18.00 24.00 6.00 6.75 Opening 2 36.25 40.25 4.00 6.75 Opening 3 47.00 52.00 5.00 6.75 East-West Type Wall Location Exte nt [ft] Length FHS Height Shearlines Grouo(s) Y fft1 Start End rttl [ft] rft1 Line A Level 1 Line A, Level 1 Seg 1 0.00 0.00 22.00 22.00 6.00 8.00 Wall A-1 Seg 1 0.00 0.00 22.00 ' 22.00 6.00 Opening 1 3.00 19.00 16.00 6.75 Line B Level 1 Line B, Level 1 NSW 11.50 22.00 34.00 12.60 0.00 8.00 Wall B-1 NSW 11.50 22.00 34.00 12.00 2.50 Opening 1 22.50 25.50 3.00 6.75 Opening 2 26.50 31.50 5.00 6.75 Line C Level 1 Line C, Level 1 Seg 1 24.00 0.00 34.00 34.00 16.50 8.00 Wall C-1 Seg 1 24.00 0.00 16.50 16.50 16.50 Line D Level 1 Line D, Level 1 Seg 1 56.00 0.00 34.00 34.00 26.00 8.00 Wall D-1 Seg 1 56.00 0.00 34.00 34.00 26.00 Opening 1 16.25 21.25 5.00 6.75 Opening 2 25.00 28.00 3.00 6.75 408 S. CONSTITUTION AVE. BREMERTON, WA 98312 8 of 1 0 WoodWorks@ Shearwalls LATERAL ANALYSIS Johns Review.wsr May. 1, 2006 09:57:36 Flexible Diaphragm Wind Design SHEAR RESULTS North-South W For Shear Force [plf] Allowable Shear [plf] Crit. Shearlines Go Dir Ld. Case V flbsl . V/L V/FHS Int Ext Co C Total V flbsl Reso. Line 1 Level 1 Lnl, Levi 1 Both 770 13.8 16.7 495 1. 00 S 495 22759 0.03 Line 2 Ln2, Levi 1 Both 1273 22.7 110.7 495 1. 00 S 495 5690 0.22 Line 3 Ln3, Levi 1 Both 291 6.5 9.9 495 1. 00 S 495 14595 0.02 East-West W For Shear Force [plf] Allowable Shear [plf] Crit. Shearlines Gp Dir. Ld. Case V [Ibs] V/L V/FHS Int Ext Co C Total V [Ibs] Resp. Line A Level 1 LnA, LevI 1 Both 495 22.5 82.4 495 1. 00 S 495 2969 0.17 Line C LnC, Levi 1 Both 1599 47.0 96.9 495 1. 00 S 495 8164 0.20 Line 0 LnD, Levi 1 Both 970 28.5 37.3 495 1. 00 S 495 12864 0.08 C- Sheathing Combination: A- Add capacities; S- Strongest only; X- Strongest or twice weakest. 408 S. CONSTITUTION AVE. BREMERTON, WA 98312 9 of 1 0 'WoodWorks@ Shearwalls LATERAL ANALYSIS Johns Review.wsr May. 1, 2006 09:57:36 Flexible Diaphragm Seismic Design SEISMIC INFORMATION Building Area Story Shear [Ibs] Shear Ratio Rmax Reliability Factor p Mass flbsl rsa.ftl E-W N-S E-W N-S E-W N-S Level 1 44001 1766 6318 6318 0.354 0.387 0.65 0.77 Structure 44001 - 6318 6318 - - 1.00 1.00 Vertical Earthquake Load Ev = 0.2 Sds 0; Sds = 0.93; Ev = 0.19 0 SHEAR RESULTS North-South W For H/W Fact. Shear Force [pit] Allowable Shear [pit] Crit. Shearlines Gp Dir Int Ext V [Ibs] V/L V/FHS Int Ext Co C Total V [Ibs] Resp. Line 1 Level 1 Ln1, Lev1 1 Both 1.0 .69 1642 29.3 35.7 243 1. 00 S 243 15953 0.15 Line 2 Ln2, Lev1 1 Both 1.0 1.0 1967 35.1 171.0 353 1. 00 S 353 4064 0.48 Line 3 Ln3, Lev1 1 Both 1.0 1.0 813 18.3 27.6 353 1. 00 S 353 10425 0.08 East-West W For H/W Fact. Shear Force [pit] Allowable Shear [pit] Crit. Shearlines GD Dir Int Ext V flbsl V/L V/FHS Int Ext Co C Total V flbsl ResD. Line A Level 1 LnA, Lev1 1 Both 1.0 .75 938 42.6 156.3 265 1. 00 S 265 1590 0.59 Line C LnC, Lev1 1 Both 1.0 1.0 2063 60.7 125.0 353 1. 00 S 353 5831 0.35 Line 0 LnD, Lev1 1 Both 1.0 .94 1422 41.8 54.7 331 1. 00 S 331 9106 0.17 C- Sheathing Combination: A- Add capac;ities; S- 'Strongest only; X- Strongest or twice weakest. 408 S. CONSTITUTION AVE. BREMERTON, WA 98312 10 of 10