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Home My WebLink AboutREAGAN AVE, 3643Print Parcel Search Map Page 1 of 1 Kitsap County Parcel Search [Click here to Print] http://kcwppub3.co.kitsap.wa.us/ParcelSearchJPRINT.ASP?CMD=ZOOMOUT&APAN=&... 6/3/2009 Legend -- ( E Parcels Road Names Wfitary .......�iW—n f = 3 J— '4 of Yl - A A � BIG Ki Y—ENT:EI a RISE �!".0-4y,'r ._.... --- 556 ,OQa-a�a-a�.. C 6p)4J9 h't @ 2009 Kits 40 C06Mt This map is intended for display purposes only and is not intended DISCLAIMER: for any legal representations. [Click here to Print] http://kcwppub3.co.kitsap.wa.us/ParcelSearchJPRINT.ASP?CMD=ZOOMOUT&APAN=&... 6/3/2009 t-4 PERMITg_l( #: DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 345 — 6th Street, Suite 600 Bremerton, Washington (360) 473-5275 INSPECTION REPORT 500 6 0 33�16 ADDRESS: -3 93 7 -g6a_&IVL /_ve (1-21 e5 tit geuret_,q-r--_ /n. w ,�f Date. Phone. 7-3 INSPECTOR t-4 DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 345 — 6th Street, Suite 600 Bremerton, Washington. (360) 473-5275 INSPECTION REPORT PERMIT #: W8 (9•0 -3 3 ADDRESS: -3 E jo)�-fid. -lvl v'A' U�U'v� a'�r dw.-Al- Lt Date: Phone:l Z% --&— I SPECTOR ryHodge engineeringinc. RE: Hodge Eng. Project #9.0140 NHD 2646 Plan modification To Whom It May Concern: ��0 q b0 33 8 9.30.09 Letter # 9392 I have provided the lateral and gravity load engineering for the NHD plan 2646 for Richard Cook. At the request of the builder I have reviewed a plan modification moving two 5' wide windows in the master bedroom to about 12" away from the left corner. I have rerun my lateral engineering reflecting the plan modifications. Moving the windows along the shear line does not adversely affect my lateral engineering. No shear has been removed. See attached plan view of the area in question and lateral calculation. Please contact me with any questions regarding this project. 9.30.0 i }�`"�.• Letter 9.�, - John This`letter is the professional opinion of the engineer of record and regards his engineering only. This letter does not allow the builder to disregar&Code requirements. Any schedule or cost impact is the responsibility of the builder or owner. The Building Inspector has the final authority to allow field changes to approved building plans. Hodge Engineering, Inc. .14)1111 1?. 1•I4►c1ge 1-1. I.. z615.fahn Ave Nb1r Ste. E5 Gig Harbor, WA 98:335 (2253) 857-7055 Fax (253) 857-7599 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN LATERAL ANALYSIS.wsw WoodWorks® Shearwalls 8.11 May 4, 2009 13:04:68 Level 1 of 2 6r 6" or 46.7 62' 6" Fm 60' 5r 6" C & C 14.1117.4 — .. .... - .... . G 5T r4799 E- � Sr 8" 50' • 4T 6" G 45 4r 6" 40' i G i 3T 6" 35 v 32' 6" ti mt ti � 30' .: 2T 6" V Cd 25' V iV 3404 D-1 G V 2r 6" v m �t ,r6" P C -I 6— I g'` 15' — 1r6" r. 1(y r 6" �1! 3695 A-1 r 6" C C8C14.1/17. C' -2' 6" 1i11111iil1iiiilii1111 _rV: 46.7 46.7 46.7 -12'6* �- Factored shearline force (bs) 111-1 Unfactored applied shear load (plt) -,s bb Factored holddown force (lbs) " Unfactored dead load (pB,lbs) -1 T 6" • C Compression force er6sts o-0 Uplift wind load (plflbs) ■ Vertical elernent required —�� Applied point load or discontinuous sheariine force (lbs) -21T Loads Shown: W;413hf9BW-V1.0®" 0' r 6" 5' re" 1a ire" 15 1T 6" 2C 2r 6" 2T 2r6"37 3Z6" 353r6" WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN LATERAL ANALYSIS.wsw WoodWorks® Shearwalls 8.11 May 4, 2009 13:04:55 Level 2 of 2 20.d • 58.6 58.6.20.0 67 6, rTT 80' C&C14.1117.4 'Al 5r 8" r---- --....... 3189 9� E•1 �' G SS, 5r 8" G � 4r6" 45' 4r6* 40' 3r 6" %n 35' 32' 6' V V of 2r 8" V rJ 25' 2r 6" �!201 �} ire" fs I Is 1r6" m 10' 1 B-2 r 8" 1� 3677 101 i� .1117A �, r 6• -- a 40.0-20.0 -r 6• 20.0.53.6 53.6.5856 - 40.0 •5' •r 8" -10' - •1r6" _. Factored shearibm face (lbs) LW Unfactored applied shear load (pif) -15' Factored holddown force obs) " Unfactoed dead load (pff,lbs) -1 r 8" • C Compression force erdsts o-0 Uplift wind load (pN,lbs) ■ Verbal element required Applied point load or discontinuous sheadine force (lbs) -ya Loads Shown: W:-WoRO N-5' 1.61$" 0' r 8" 5' re* 10' 12' 8" 15' 1 r 8" 20' 22'6" 2S 2r 8" 30' 3216'3V 3r6" WccdWcrkS® ShearwallS SOFTWARE FOR WOOD DESIGN WoodWorksO Shearwalls 8.11 LATERAL ANALYSIS Project Information COMPANY AND PROJECT INFORMATION ComosmF Project HODGE ENGINEERING EXPOSURE B 2615 JAHN AVE NE SUITE E-5 SEISMIC CATEGORY D GIG HARBOR, WA 98335 2006 IBC (253)-657-7055 Building Code Capacity Reduction DESIGN SETTINGS Oct. 2, 200911:24:24 SITE INFORMATION IBC Occupancy Design Code Wind Standard Seismic Standard Category II - All others IBC 2006 ASCE 7-05 All heights ASCE 7-05 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 Site Class D 1.00 1.00 Topographic Information [ftj Nail Withdrawal ModMlcatlon Max Shearwall Offset If ] Duration Temperature Moisture Content Fundamental Period E -W Plan Elevation Factor Range Fabrication Service T Used 0.174a Approximate To 0.174s (within story) (between stories) 1.60 T< -100F >19% >19t 1 Maximum T 0.2089 4.00 3.50 Maximum Helght4o-width Ratio 6.50 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 shearline force Seismic Materials: Include non -wood contribution Case 2 rigid diaphragm load distribution: 758 loads, torsional moment SITE INFORMATION IBC Occupancy ASCE 7 Equivalent Category II - All others Category II - All others Wind Seismic ASCE 7-05 General analytic method for all bldgs ASCE 7-05 Equivalent lateral force procedure Design Wind Speed 85mph Structure Type Regular Exposure Exposure B Design Category D Enclosure Enclosed Site Class D Topographic Information [ftj Spectral Response Acceleration Shape Height Length S1:0.6009 Ss:1.4009 Fundamental Period E -W NS - - - Site Location: - T Used 0.174a Approximate To 0.174s 0.274s 0.174s - - Maximum T 0.2089 0.2089 Response Factor R 6.50 6.50 Fa: 1.00 Fv. 1.50 E 00'T 0'0£ OPTS loom 00'8 09'8Z Ile"I 14 IBH U011enei3e a 00'7 0'OE OPTS pea 00'0 04'£T MI 14010H LUU 41 Issilo,uopewixeopla 00'T 0'06 OTRB'J 41noS 00'96 00'LZ aA*xIURX3 0011 0'06 OT4VD IWON 00'0 00'0 A'X u0Aewl 06PTti S -N �tio�S Z f 11Oot8 IVI ue4JOA0 odolS OGA.L e*vd suolsuewla sleued Joon 403018 nv,ivwavyni wvn Pwg �ao-1e nvuvwnvmMI Amgts visa ISAMMMS I vz�oz�a eooz'z ��o SISA'1VNV 9VZl31Vi sll8mJ8 4S 0931JOMPOOM 00'Z uopepunod 0016 001 001£ Ile"I 0018 0'OT WET t:1DAo1 010 os • of 6ullloo MI 14010H LUU 41 ep Lvi "13 Nem 8u111e0N9old tioi$I nvuvwnvmMI Amgts visa ISAMMMS I vz�oz�a eooz'z ��o SISA'1VNV 9VZl31Vi sll8mJ8 4S 0931JOMPOOM Wooc[Works® Shearwalls LATERAL ANALYSIS Oct 2,'200811:24:24 1 Ext Struct Shthg 7/16 Vert 8d Nail 2 12 yes Hem -Fir 0.43 16 1,2,3 2 Ext Struct Shthg 7/16 vert 8d Nail 6 12 yes Hem -Fir 0.93 16 1,3 3 1 Struct Shthg 7/16 Vert 8d Nail 3 12 yes Hem -Fir 0.43 16 1,2,3 d Ext Struct Shthg 7/16 Vert I 8d Nail 4 12 yes Hem -Fir 0.43 16 1 1,2,3 Legend. Grp - Waft Design Graup, Sur!- Exterior or interior surface of exterror ask; Spelt - Edge or field nad sl pacing• Bag - 8100ed; G - Specific gr v*., Spc - Wall stud sparing WoodWorks® SheaLrwalls LATERAL ANALYSIS OCL 2 200911:24:24 SHEARUNE. WALL and OPENING DIMENSIONS North•south Type Wall Location Extent [tt] Length FHS Height Shearlines Grou s X IN Start Endrft Une 1 Level 2 Line 1, Level 2 Seg 2 0.00 4.75 56.00 51.25 36.50 6.00 Wall 1-1 Seg 2 0.00 4.75 56.00 51.25 36.50- Opening 1 - - 30.25 38.75 8.50 - 8.00 Opening 2 - - 49.75 54.75 5.00 - 8.00 Lovell Line 1, Level 1 Seg 2 0.00 0.00 56.00 56.00 48.00 9.00 Wall 1-1 Seg 2 0.00 0.00 56.00 56.00 46.00 i - Opening 1 - - 37.00 41.00 4.00 - 8.00 Opening 2 - - 46.50 50.50 4.00 - 8.00 Una 2 Level 2 Line 2, Level 2 NSW 12.00 4.75 6.50 1.75 0.00 8.00 Wall 2-1 NSW 12.00 4.75 6.50 1.75 0.00 - Llne 3 Lovs12 Line 3, Level 2 Seg 2 20.00 6.50 56.00 49.50 7.25 8.00 Wall 3-1 Seg 2 20.00 6.50:1375 7.25 7.25 - Lovell Line 3. Level 1 Seg 2 20.00 0.00 56.00 56.00 21.00 9.00 Wall 3-1 Seg 2 20.00 0.00 13.75 13.75 13.75 Wall 3-2 Seg 2 20.00 14.25 211.50 7.25 7.25 Una 4 Lovell! Line 4, Level 2 Seg 2 27.00 13.75 56.00 42.25 37.25 8.00 Wall 4-1 Seg 2 27.00 13.75 56.00 42.25 37.25 Opening 1 - - 34.00 39.00 5.00 - 8.00 Lovell Line 4, Level 1 Seg 2 27.00 13.75 56.00 42.25 32.75 9.00 Wall 4-1 Seg 2 27.00 13.75 561.00 42.25 32.75 - Opening 1 - - 21.50 24.50 3.00 - 6.00 Opening 2 - - 32.25 381.75 6.50 - 8.00 East -west Type Wall Location Extent [ft] Length FHS Height Shearllnes Group(s) Y ft Start End Una A Level 1 Line A, Level 1 Seq 1 0.00 0.00 20.00 20.00 6.00 9.00 Wall A-1 Seg 1 0.00 0.00 20!00 20.00 6.00 Opening 1 - - 3.00 17100 14.00 - 8.00 Line 8 Level 2 Line B, Level 2 Seg 2 5.50 0.00 20.00 20.00 12.50 8.00 Wall B-1 Seg 2 5.00 0.00 11175 11.75 6.25 - Opening 1 - - 3.00 8!50 5.50 - 8.00 Wall B-2 Seg 2 6.50 11.75 20!00 8.25 6.25 - Opening 1 - - 14.75 16175 2.00 - 8.00 Line C Level 2 Line C, Level 2 Seg 2 14.00 0.00 27.00 27.00 0.00 8.00 Wall C-1 Seg 2 14.00 20.00 27100 7.00 0.00 Opening 1 - - 21.00 26100 5.00 - 8.00 Level 1 Line C, Level 1 Seg 2 14.00 0.00 27.00 27.00 0.00 9.00 Wall C-1 Seg 2 14.00 20.00 27100 7.00 0.00 Opening 1 - - 21.00 25175 4.75 - 8.00 Una D Lovell Line D, Level 1 Seg 3 21.50 0.00 27.00 27.00 9.50 9.00 Wall D-1 Seg 3 21.50 10.50 201100 9.50 9.50 Une E Lsve12 Line E, Level 2 Seg 2 56.00 0.00 27.00 27.00 14.00 8.00 Wall E-1 Seg 2 $6.00 0.00 27100 27.00 14.00 Opening 1 - - 1.00 6:00 5.00 - 8.00 Opening 2 - - 20.00 25100 5.00 - 8.00 Lovell Line E, Level 1 Seg 4 56.00 0.00 27.00 27.00 14.00 9.00 Wall E-1 Se 4 56.00 0.00 27100 27.00 14.00 1- I WoodWorks(8) Shearwalls LATERAL ANALYSIS Oct 2,2009 11:24:2A I SHEARUNE. WALL and OPENING DIMENSIONS tcontlnuadl Opening 1 - - 7.00 13.00 6.00 Opening 2 - - 14.00 20.00 6.00 Legend: Type - $09 = segmented. pd = perforated. NSW - non shearwan; Location - dimension perp. to warn* FHS - length of run -height sheathing: Wag Group(s) - refer to Materials by Wan Group table. refer to Shear Resuns tables for each design case it nwre than one group Woodworks® Shearwalls LATERAL ANALYSIS OCL 2, 200911:24:24 1 Flexible Diaphragm Wind Design SHEAR RESULTS Nortb,8outh W For Shear Force IpHI Allowable Shear ipifJ CML Shearllnes .2p_ Dir Ld. Case V Wj vmax V/FHS Int Ext i Co C Total V ObalReap. Line 1 Level 2 Lnl, Lev2 2 Both 1 755 - 20.7 339 1.00 S 339 12356 0.06 Level 1 Lnl, Levl 2 Both 1 1688 - 35.2 339 1.00 S 339 16249 0.10 Line 3 Level 2 Ln3, Lev2 2 Both 1 1181 - 162.6 339 1.00 S 339 2454 0.48 Level 1 Ln3, Lev1 2 Both 1 2441 - 116.2 339 1.00 S 339 7109 0.34 Wall 3-1 2 Both 1 1598 116.2 116.2 339 1.00 339 4655 0.34 Wall 3-2 2 Both 1 843 116.2 116.2 339 1.00 339 2454 0.34 Line 4 Level 2 Ln4, Lev2 2 Both 1 187 - 5.0 339 1.00 S 339 12610 0.01 Level 1 Ln4, Levl 2 Both 1 513 - 15.7 339 1.00 S 339 11087 0.05 East-West W For Shear Force (pIQ Allowable Shear (piq CriL Sheadines Op Dir Ld. Case V Obal vmax V/FHS Int Ext � Co C Total V Pbs] Reap, Llne A Level 1 LnA, Levl 1 Both 1 3695 615.8 615.8 833 1.00 S 633 5000 0.74 Line 9 Level 2 LnB, Lev2 2 Both 1 3672 - 293.7 339 1.00 S 339 4232 0.87 Wall B-1 2 Both 1 1836 293.7 293.7 339 1.00 339 2116 0.87 Wall B-2 2 Both 1 1836 293.7 293.7 339 1.00 339 2116 0.87 Line D Level LnD, Levl 3 Both 1 3404 358.3 358.3 638 1.00 S 636 6061 0.56 Line E Level 2 I LnE, Lev2 2 Both 1 3189 - 227.8 339 1.00 S 339 4739 0.67 Level 1 LnE, Levl 4 Both 1 4799 - 342.8 495 11.00 S 495 6927 0.69 Legend: W Grp - Wall group as fisted kr Materials latae; For Dir - Direction of wind force along sheadine; Ld. case - Case f or 2, ASCE 7 low rise To Transverse. L = Longitudinal, all other result are for this load case; V - and amount taken by each wag,• vmax - Base sheer VWHS/Co a Factored shear lance per unit full height s as per SOPINS eqn. 4.3.6, and 1BC eqn. 23.4. Fotiowerg values marked with • means that value for sheadkv is the one for wag with aitical design respr = factored shear force per unit full height sheathing, fir - Unit shear cepaco of bntedor sheathing; Ext' - L Co* - Pedorat hn factor, C - Sheathing combination rule, A = Add capacities, S = Strongest aids o*, X = Combined unit shear capacity bm perforation factor. V - Combined sheer capacity of wag or total capacity response = VeAwFHSJVcap • design sheer forceknit sheer capacity Notes: V/FHS shown Is shear force for use in shearwall design. Vmax shown is V/FHS divided by perforation fact connection and collector design using IBC 2305.3.8.2.5 and SDPWS 4.3.6.4.1.1. Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given 1 4.3.8.4.2,4. AW case: ASCE 7ARheights d shear form applied to entire be 1 divided by perforation factor Co ;e on line; V/FHS• - Design shear lime I shear capacity of exterior sheathing Dngest side or twice weakest; Toter - shearline ; Cdt Resp' - Critical Cc; it is the base shear to be used in 2305.3.8.2.6.8 and SDPWS I WoodWorks® Shearwalls LATERAL ANALYSIS Oct 2, 200911:24:24 Flexible Diaphragm Seismic Design SEISMIC INFORMATrna Vertical Earthquake Load Ev = 0.2 Sds D; Sds = 0.93; Ev = 0.187 D unfaclored; 0.131 D factored; total dead load factor: 0.6 - 0.131 - 0.469 tension, 1.0 + 0.131 =1.131 compression. I SHEAR RESULTS North-South Building Area Story Shear pbs) Reliability Factor p Shear Force Mass 111181 s .ft E -W NS E -W I NS Level 32085 0 0 0 Shearlinas Level 22715 0 76 177 - Structure 54800 - 7869 7869 1.00 1.00 Notes: I Co C Total Vertical Earthquake Load Ev = 0.2 Sds D; Sds = 0.93; Ev = 0.187 D unfaclored; 0.131 D factored; total dead load factor: 0.6 - 0.131 - 0.469 tension, 1.0 + 0.131 =1.131 compression. I SHEAR RESULTS North-South W For HM FaCL Shear Force [plf) Allowable Shear [plq CrIL Shearlinas Op Dir Int Ext V Obel vmax V1FHS Int Ext I Co C Total V Line 1 a Reso. Level 2 Lnl, Lev2 Level 1 2 Both 1.0 1.0 1551 - 42.5 242 1.00 3 242 8826 0.18 Lnl, Levi Line 3 2 Both 1.0 1.0 2202 - 45.9 242 1.00 S 242 11606 0.19 Level 2 Ln3, Lev2 two 1 2 Both 1.0 1.0 1747 - 240.9 242 1.00 S 242 1753 1.00 Ln3, Levi Mall 3-1 2 2 Both 1.0 1.0 2334 - 111.1 242 1.00 S 242 5078 0.46 Mall 3-2 2 Both Both 1.0 1.0 1.0 1.0 1528 111.1 111.1 242 1.00 242 3325 0.46 Line 4 606 111.1 111.1 242 1.00 242 1753 0.46 Level 2 Ln4, Lev2 Level 1 2 Both 1.0 1.0 664 - 17.8 242 L.00 S 242 9007 0.07 Ln4, Levi 2 Both 1.0 1.0 972 - 29.7 242 1.00 S 242 7919 0.12 East-West W For WW Fact Shear Force [pli) Allowable Shear [pit] CrIL Sheadines Go Dir Int Ext V Obal vmax V1FHS Int Ext Co C Total V t1b9l Rosa. Line A Level 1 Lnh, Levi 1 Both 1.0 .67 1923 320.4 320.4 397 1.00 S 397 2381 0.81 Line B Level 2 LnB, Lev2 2 Both 1.0 .75 2084 - 166.7 181 1.00 S 181 2365 0.92 Mall B-1 2 Both 1.0 .75 1042 166.7 166.7 181 1.100 181 1183 0.92 Mall B-2 2 Both 1.0 .75 1042 166.7 166.7 181 1.00 181 1183 0.92 Line D Lem 1 LnD, Levi 3 Both 1.0 1.0 1170 123.1 123.1 456 1.)0 s 456 4329 0.27 Line E Level 2 LnE, Lev2 2 Both 1.0 1.0 1878 - 134.1 242 1.00 S 242 3385 0.55 Level 1 LnE, Levi 4 Both 1.0 1.0 2416 - 172.6 353 1.00 S 353 4948 0.49 W Grp - Weil group as listed in Materials table, For Dir - lbrce direction, always both-; WW factor - Factor due to shearwail height -to -W tin ratio for Interior and exterior watt sheathing; V - Factored shear force applied to entire tine and amount taken by each wap; vmax - Base shear V/FHSCo = Fscbred shear two per unit full height sheathing, divided by penbmtbn factor Co as per SDPWS eqn. 4.3-6! and ISC eqn. 23-4. Fdbwing values marked with ' means that value for sheadine Is the one for well with aifical design responsb online; VWHS' - Design shear !once = factored shear tome per unit MO height sheathing, let* - unit shear capacity of Interior sheathing; Ext* - Unit shear capacity of exterior sheathing Co' - Petforatbn factor; C - Sheathing combination rule, A = Add capacities. S - Shongest side only, X = Sfto gest side or twice weakest; Tatar - Combined unit shear cgpecdy Inc. pedbralon factor and HMI factor. V- Combined shear capacity of wall or i i capacity of sheadko ; Crit Resp• - Critical response = Vapp/FHSNcap = design shear fooaknit shear capadty Notes: V/FHS shown is shear force for use in shearwall design. Vmax shown is V/FHS divided by perforation factor Co; It Is the base shear to be used in connection and collector design using IBC 2305.3.8.2.5 and SDPWS 4.3.6.4.1.1. j Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by ISC 2305.3.8.2.6,8 and SDPWS 4.3.6.4.2,4. 1 e. I WoodWorks® Shearwalls LATERAL ANALYSIS Oct 2, 200911:24:24 +3 � A� s �, s4%7 /At(; ?AT ( 0 8x Io 2.7' G WI s/>= RES, Gu -> ' t OKr ti 7x7 , A L �k MLI V E WAY qo_ WA, -K *3 AUG. "n s r RECEIVED City of Bremerton JUN 0 3 2009 Department of Community Development LOT 10 3 G 39 REAC.AtJ OF—. #r 5 S S- OJJ '010 0' a Con572OCiior1 111C, SETBACKS Front: 15' a.o� {-b (yap Side: b Rear. The setback is measured from the propeerty eline to t]t.e finished nor wall, t = 10 Sc -A -.F , J RECEIVED City of Bremerton RESIDENTIAL SITE PLAN QUESTIONNAIRE 1. Site Address: 'y631? 6446..1 rel AVE 13I -f -M. WAJ '7S310 MAY 1.3 11200 2. Are any areas being developed on the site within 200 feet of the shoreline? Yes `-C Department of mmunity Development NOTE: If yes, please fill out a Shoreline Permit Submittal CheIcklist (WAC 173-27-180) CRITICAL AREA CHECKLIST: 3. Slope is calculated by dividing the vertical distance by the horizontal distance and then multiplying the result by 100. Example: AL Vertical Distance = 20' W. Ir a�d Horizontal Distance =100' Vertical 20 feet Horizontal 100 feet =.2 X 100 = 20% slope Check all that apply to the site and areas within 200 j; feet of the site. t✓ Flat: less than 5 -feet elevation change over, entire site. �✓ Rolling: slopes on site generally less than 15%. Hilly: slopes present on site of more than 15% and less than 30%. Steep: gades of greater than 30% present on site. Other (please describe): 4. Does the site or properties within 200 feet of the site contain areas of standing water, creek or an area where.water flows across the ground surface? Yes /No 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 /0 Cut amount 10 Total grading 2 a 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. Residential Questionnaire *Use this as the second front yard setback for comer lots and through lots. **Development Coverage is defined as that portion of a lot covered by impervious surface areas of all structures, and impervious paved areas, such as driveways and walkways. Revision: October 2008 Front yard setback 2,0 Rear yard setback* 3 7 Side yard setback G Side yard setback 4 Maximum height 2 9 Development coverage" icj o Number of off-street parking aces Residential Questionnaire *Use this as the second front yard setback for comer lots and through lots. **Development Coverage is defined as that portion of a lot covered by impervious surface areas of all structures, and impervious paved areas, such as driveways and walkways. Revision: October 2008 Site Address: ��FILE of merPERMIT C 9 1 TER � Zoog RESIDENTIAL gS p q Cid O a 3 Imentof Building Permit Application Development __-. o...._ cnn * v__�_..__ * tarn * 00007 1Q�0 11111u111LV 1JCVG1ll U111G11L OYV - vut Ju EGL, Jul Lc (360) 473-5275 * Fax (360) 473-5278 * ww%v To apply for a property address, contact Public Works at (360) CONTRACTOR: sot( on tau easy 44 OWNER: ,4 i. Address: PG Sox 3910 Address: City, State, Zi 51i-vr,& WA 98383 City, State, Zip: License # & Exp. Date: Coo&G;�* o3t,#?_ p 2 o Phone #: Contact Name: ICN q D i X4A L& coo Authorized Agent Name: Contact Phone #: 3Lo 0 9 a- 8o t Address: Email address: State, Zip: Tax ID/Parcel #: .000. oe o _ eao Phone #: ( ) Q Sewer ❑ Septic lEmail address: hit s th �tc n fo ��;',Q+- `-C�ir�struc# [D,�Attefaflan ddb ion NEW SINGLE-FAMILY RESIDENCE ❑ RESIDENTIA ❑ NEW DUPLEX ❑ RESIDENTIA ❑ NEW MANUFACTURED HOME ❑ RESIDENTIAL ❑ NEW GARAGE/CARPORT ❑ NEW ACCES ❑ DEMOLITION sf Interior sf Exterior** sf Foundation V ** Separate demolition permit and fees required. Contact Public Works for sewer cap permit (473-5270). Sewer must be capped prior ❑ OTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? Scope of work proposed: C ar✓s1-►Lc, e.T`►ol2 e F REBUILD ADDITION REPAIR MET", DRY BUILDING City -of BreIrierLur1 all** sf Roof/ ection* JUN ® 039 demolition permit issuance. ' Department of mmunityDevelopment j YES ❑ NO ,I �,Oj Square Footage: Building: 1st Floor 8 3 5� Basem i l 2nd Floor l 2 SD Othe O Valuation Plan Review Fee Permit Fee 5 r' Application for which no permit is issued within 180 days (lowing the date of application�l submitted for review may thereafter be returned to the applicant or destroyed by the buildi for action by the applicant for a period not exceeding 180 days on request by the applicani1 ` the applicant have prevented action from being taken. No applicant shall be extended moil y application after expiration, the applicant shall resubmit plans and pay a new plan review fel ) 4�� ",Y) Pic' U ►�1!cci� 7 Ccs I�- Aica gnature (Print) Rev. Oct. 2008 1 (Continued on back) RECEIVED City of Bremerton RESIDENTIAL SITE PLAN QUESTIONNAIRE 1. Site Address: .363? XM6.4 nI AV,- Brt.CM . W,4• 5 S 310 MAY 1' .� 2�0� 2. Are any areas being developed on the site within 200 feet of the shoreline? Yes Department of mmumty Development 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 distance by the horizontal distance and then multiplying the result by 100. Example: �4 Vertical Distance = 20' Horizontal Distance = 100' Vertical 20 feet Horizontal 100 feet =.2 X 100 = 20% slope Check all that apply to the site and areas within 200 feet of the site. ✓ Flat: less than 5 -feet elevation change over entire site. Rolling: slopes on site generally less than 15%. Hilly: slopes present on site of more than 15% and less than 30%. Steep: grades of greater than 30% present on site. Other (please describe): 4. Does the site or properties within 200 feet of the site contain areas of standing water; creek or an area where water flows across the ground surface? Yes /No 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 /0 Cut amount 10 Total grading 20 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. *Use this as the second front yard setback for corner lots and through lots. **Development Coverage is defined as that portion of a lot covered by impervious surface areas of all structures, and impervious paved areas, such as driveways and walkways. Residential Questionnaire Revision: October 2008 Front yard setback 2 0 Rear yard setback* 37 Side yard setback L Side yard setback G Maximum height 2 4 Development coverage** 1 Number of off-street parking spaces *Use this as the second front yard setback for corner lots and through lots. **Development Coverage is defined as that portion of a lot covered by impervious surface areas of all structures, and impervious paved areas, such as driveways and walkways. Residential Questionnaire Revision: October 2008 REcF-rVF 0° o 3 tyBme 3� MAY 2009 FILL _ �tcslr v ty ��CB �D � T CENTER on anent*345 — 6`h Street Suite 600*Bremerton*WA*98337-1873 JUN ® 3 2009 Site Address: CONTRACTOR: CoOlc Address: po City, State, Zip: License #: COO Contact Phone #: (3Go /01 -- r j vcTior, IA/ -C OWNER: Address: j U14 96 3 8 3 -City, State, Zip: j Phone # ( i 80 9 Tax ID/Parcel #: NO. TYPE OF EQUIPMENT i 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 BUILDINGISEWER CLOTHES DRYER W/ EXHAUST / CLOTHES WASHER COMMERCIAL FURNACE/DUCT COMMERCIAL FLOOR DRAIN COMM. FURNACE>100,000 BTUS / DISHWASHER COMPRESSORS DRAIN PIPENENT PIPE ALTERATION / rnnrr QW117V 1171 rvu �, t�T DUCT CHANGE W/O NEW FURNACE ELECTRIC FURNACE/HEAT PUMP EVAPORATIVE COOLER FIREPLACE -GAS OR GAS LOG INSERT FIREPLACE -WOOD, OR WOODSTOVE GAS WATER HEATER & VENT GAS PIPING MISCELLANEOUS MECHANICAL NATURAL GAS FURNACE/DUCTING PROPANE FURNACE/DUCTING PROPANE TANK (<2000 GALLONS) UNIT HEATER OTHER: OTHER: Lnt1-411JlNUj rUUN I AIN FLOOR DRAIN FLOOR SINKANDIRECT WASTE GREASE INTERCEPTOR HOSE BIBBS INDUSTRIAL SAND/OIL INTERCEPTOR LAWN SPRINKLER W/ BACKFLOW DEV. ROOF DRAIN SHAMPOOISINK W/ BACKFLOW DEVICE SINK (LAV; KITCHEN, MOP OR BAR) SUMP PUMP TUB AND/OR SHOWER UNIT WATER CLOSET AND/OR URINAL OTHER OTHER: I Applic',�'s Signature -C-3S CITY OF BREMERTON PERMIT NUMBER: BB09 00338 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 06/16/2009 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 5565-000-010-0004 ZONING: R10 SITE ADDRESS: 3639 REAGAN AVE, SYLVAN WAY MEADOWS APPLICANT NAME: COOK CONSTRUCTION INC PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 OWNER NAME: COOK CONSTRUCTION PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 CONTRACTOR: COOK CONSTRUCTION INC. PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 LENDER NAME: PHONE: 0 JCDRESS: SUBMITTED: 06/03/2009 APPROVED: 06/16/2009 PIRATION: 12/13/2009 STATUS: ISSUED I VALUATION: $151,506.77 Residential Buildingermit w/ Mechanical/Plumbing Building Permit $1,391.00 2211 NEW SFR W/ATTACHED GARAGE l Mechanical Fixture Fee $150.50 2215 Building Code Edition: IRC: 2i 06 State Surcharge $4.50 0236 Occupancy Group: R-3 Plumbing Fixture Fee $125.00 2213 Type of Construction: Type V1, , Unprotected 50% Plan Review Fee $452.08 4580 Flood Zone: TOTAL FEES: $2,123.08 Setbacks: (Front) (Side) (Rear) (Other) Sanitation Method: Public Sewer System Number of Bedrooms: 3 Square Footage: Decks - Wood Frame (Covered) 109 SQFT Dwellings - Type V Wood' Frame 2,085 SQFT Private Garages - Wood Frame 586 SQFT Inspection Requests Fire Inspections I (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 I 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 notlpresume 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, 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 p'ss Fina . spection prior to permit -expiration and obtain a certificate of occupancy prior t use or occupancy. 1 have read, and agree to abide y e conditi n f thi a it in u ng all c nditions of zoning, building des, and State and Federal laws. SIGNATURE OF OWNER OR AGENT: - - PRINTED NAME: �1 DA CONDITIONS City of Bremerton's approval f this application pertains only to the City's regulatory jurii diction, and thus compliance with Ci regulations does not necessa ily 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 - Page 1 of 5 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 5565-000-010-0004 APPLICANT NAME: COOK CONSTRUCTION INC OWNER NAME: COOK CONSTRUCTION CONTRACTOR: COOK CONSTRUCTION INC. LENDER NAME: PHONE: SUBMITTED: 06/03/2009 11. (DCD-47) 12. (DCb-50) 13. (DCD-14) 14. (DCD-32) 15. (DCD-52) 16. (DCD-56) 17. (DCD-04) 18. (DCD-13) 19. (DCD-19) ZONING: R10 SITE ADDRESS: PHONE: (360) 698-8019 ADDRESS: PHONE: (360) 698-8019 ADDRESS: PHONE: (360) 698-8019 ADDRESS: PHONE: 0- ADDRESS: PERMIT NUMBER: BB09 00338 DATE ISSUED: 06/16/2009 9 REAGAN AVE, SYLVAN WAY MEADOWS BOX 3910, SILVERDALE, WA 98383 BOX 3910, SILVERDALE, WA 98383 BOX 3910, SILVERDALE, WA 98383 APPROVED: 06/16/2009 EXPIRATION: 12/13/2009 STATUS: ISSUED containing materials in the work area or structure. The asbestos su Ilvey must be conducted by and EPA -certified (AHERA) building inspector (except renovation or owner - occupied single family residences).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.Ini.wa.gov/p-ts/asbestos/asbestos.htm. DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be on-site for inspection purpose Is, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re -inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. Final Inspection Required: All building permits shall have a final Inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity. DCD: Approved Plans, Engineering, Site Plan, Permit, and Conditions shall remain on site and be available for inspection. Changes to Plans. Any changes to plans shall be approved beforelconstruction is performed. Architect or engineer of record shall approve the change before submitting a revision. A revision is subject to a revision fee and additional fees for plan review and inspections. DCD: Gas Piping: Fuel or gas piping shall be inspected after the Installation of fuel/gas piping is complete, and before the attachment of fixtures, appliances, or shut-off valves. At the time of inspection the test pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances to be attached to the fuel/gas piping system shall not be used until the final inspection has been performed and approved by a Building Inspector. Combustion Air: In buildings of unusually tight construction, or within a garage, all fuel - burning appliances, other than cooking appliances and domestic clothes dryers, shall obtain combustion air from outside in accordance with the International Mechanical Code, International Fuel Gas Code and/or the International Residential Code. DCD: Plan Review Requirements: The attached plan review checklist and identified corrections, along with the Energy Compliance Worksheet (when applicable) are part of the approved plans and must remain attached thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. All proposed changes to "APPROVED" building plans that effect compliance with the City of Bremerton Building and Fire Code as adopted and amended in BMC Title 17 and Title 18, or any other City of Bremerton ordinance or regulation, must be reviewed and approved by the Department of Community Development prior to construction! Failure to comply and/or removal of attached documents will result in failure of required building inspections. DCD: Driveways and parking areas must be paved. Engineered Wood Floor Trusses & Truss Roof Systems shall have a site specific engineered design (Framing Plan) available at time of Under Floor and/or Framing Inspection. I Page 2 of 5 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT SUBMITTED: 06/03/2009 PERMIT NUMBER: BB09 00338 DATE ISSUED: 06/16/2009 SITE ADDRESS: 3639 REAGAN AVE, SYLVAN WAY MEADOWS ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 1 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 1 ADDRESS: Pi BOX 3910, SILVERDALE, WA 98383 ADDRESS: APPROVED: 06/16/2009 EXPIRATION: 12/13/2009 STATUS: ISSUED 20. (DCD-20) Building Plan Review: 1. Residential structures shall be provided with adequate bracing with Braced Wall Panels or have a lateral engineered analysis. Holddowns and tiedowns shall be available for inspection at the site during the foundation inspection. 2. Smoke Alarms -Shall be interconnected hard -wired with battery b i ckup, 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, the ground under the floor may be excavated to the top of the footing and no lower. 5. Insulation Requirements (over 12% glazing) -Walls R-21, Ceiling R-38, Vaulted ceiling R- 30 (2x12 const. 2" air space above insulation for ventilation), Floor i -30, 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 current adopted version of the following codes: International Building Code International Residential Code International Fire Code International Mechanical Code Uniform Plumbing Code International Fuel Gas Code WA State Barrier Free Code WA State Energy Code WA State Ventilation Code Bremerton Municipal Code Check For All Washington State Amendments. Check For Notes On Plan 8. Property Lines - All property lines shall be clearly and accurately identified at the time of foundation inspection. 21. (DCD-38) Shear Wall Inspection: Due to the complexity of the shear wall nailing patterns and hold- down requirements contained within the engineered lateral design, a separate shear wall 345 - 6th Street, Bremerton, WA 98337 prior to the installation of exterior wall coverings, prior to the framing inspection, such that (360) 473-5275 Fax: (360) 473-5278 all shear -wall nailing patterns may be observed, and the installation of all required hold- ASSESSOR NUMBER: 5565-000-010-0004 ZONING: R10 APPLICANT NAME: COOK CONSTRUCTION INC PHONE: (360) 698-8019 OWNER NAME: COOK CONSTRUCTION PHONE: (360)698-8019 CONTRACTOR: COOK CONSTRUCTION INC. PHONE: (360) 698-8019 LENDER NAME: Pursuant to the Hearings Examiners Decision for the Preliminary Plat approval (File # PHONE: 0 - SUBMITTED: 06/03/2009 PERMIT NUMBER: BB09 00338 DATE ISSUED: 06/16/2009 SITE ADDRESS: 3639 REAGAN AVE, SYLVAN WAY MEADOWS ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 1 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 1 ADDRESS: Pi BOX 3910, SILVERDALE, WA 98383 ADDRESS: APPROVED: 06/16/2009 EXPIRATION: 12/13/2009 STATUS: ISSUED 20. (DCD-20) Building Plan Review: 1. Residential structures shall be provided with adequate bracing with Braced Wall Panels or have a lateral engineered analysis. Holddowns and tiedowns shall be available for inspection at the site during the foundation inspection. 2. Smoke Alarms -Shall be interconnected hard -wired with battery b i ckup, 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, the ground under the floor may be excavated to the top of the footing and no lower. 5. Insulation Requirements (over 12% glazing) -Walls R-21, Ceiling R-38, Vaulted ceiling R- 30 (2x12 const. 2" air space above insulation for ventilation), Floor i -30, 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 current adopted version of the following codes: International Building Code International Residential Code International Fire Code International Mechanical Code Uniform Plumbing Code International Fuel Gas Code WA State Barrier Free Code WA State Energy Code WA State Ventilation Code Bremerton Municipal Code Check For All Washington State Amendments. Check For Notes On Plan 8. Property Lines - All property lines shall be clearly and accurately identified at the time of foundation inspection. 21. (DCD-38) Shear Wall Inspection: Due to the complexity of the shear wall nailing patterns and hold- down requirements contained within the engineered lateral design, a separate shear wall inspection is required for this project. This inspection should be requested and performed prior to the installation of exterior wall coverings, prior to the framing inspection, such that all shear -wall nailing patterns may be observed, and the installation of all required hold- down devices and required straps, etc. are in place in accordance with the engineer's lateral design. 22. (DCD-43) Under -floor Inspection: After the foundation is complete, and the floor system is framed, but prior to the installation of the sub -floor or floor sheathing, (exposed floor framing) the under- floor area must be inspected, including all floor framing, anchor bolts, hold-downs and under -floor posts and positive connection devices. 23. (DCD-49) DCD: Property Lines: All property lines shall be clearly and accurately identified at the time of foundation inspection. Setbacks are measured to the fnished wall of the structure. 24. (OTHER) Pursuant to the Hearings Examiners Decision for the Preliminary Plat approval (File # BP06-00009) and again required with the Final Plat approval (File # BP09 00009) and as Page 3 of 5 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT SUBMITTED: 06/03/2009 APPROVED: 06/16/2009 EXPIRATION PERMIT NUMBER: BB09 00338 DATE ISSUED: 06/16/2009 36139 REAGAN AVE, SYLVAN WAY MEADOWS PO BOX 3910, SILVERDALE, WA 98383 I PO BOX 3910, SILVERDALE, WA 98383 1 PO BOX 3910, SILVERDALE, WA 98383 12/13/2009 STATUS: ISSUED I documented with the Kitsap County Auditor (AFN 200905070193v32 p214) a fire sprinkler 345 - 6th Street, Bremerton, WA 98337 1 R -Clothes Washing Machine to the plat is over 500' long, all homes require a fire sprinkler system. A separate permit is I R -Clothes (360) 473-5275 Fax: (360) 473-5278 3 R -Tub and/or Shower Unit reviewed and issued. Allow 4 to 6 weeks for plan review. ASSESSOR NUMBER: 5565-000-010-0004 ZONING: R10 SITE ADDRESS: APPLICANT NAME: COOK CONSTRUCTION INC PHONE: (360) 698-8019 ADDRESS: OWNER NAME: COOK CONSTRUCTION PHONE: (360)698-8019 ADDRESS: CONTRACTOR: COOK CONSTRUCTION INC. PHONE: (360) 698-8019 ADDRESS: LENDER NAME: please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact PHONE: 0- ADDRESS: SUBMITTED: 06/03/2009 APPROVED: 06/16/2009 EXPIRATION PERMIT NUMBER: BB09 00338 DATE ISSUED: 06/16/2009 36139 REAGAN AVE, SYLVAN WAY MEADOWS PO BOX 3910, SILVERDALE, WA 98383 I PO BOX 3910, SILVERDALE, WA 98383 1 PO BOX 3910, SILVERDALE, WA 98383 12/13/2009 STATUS: ISSUED Foundation Footings Foundation Walls UNDERFLOOR FRAMING Mechanical Shear Wall Panels Plumbing Groundwork Plumbing Rough -In Fuel Piping Above Ground Framing Fire Sprinkler Cover Insulation Sheetrock Nailing Driveway Sewer Lateral FINAL - UTILITIES Driveway approach Right-of-way Other Tanks Final Inspection - Building Qty Description I documented with the Kitsap County Auditor (AFN 200905070193v32 p214) a fire sprinkler DeScrlptlor systems are required in each house if the dead end is over 500' long. As the access road 1 R -Clothes Washing Machine to the plat is over 500' long, all homes require a fire sprinkler system. A separate permit is I R -Clothes required and no portion of the system may be installed before the permit has been 3 R -Tub and/or Shower Unit reviewed and issued. Allow 4 to 6 weeks for plan review. 25. (LU9) All driveways and areas used for loading, parking, and maneuvering motorized vehicles 2 R -Hose Bibs shall have a paved surface. Two off-street parking spaces are required for every residential R -Fireplace unit pursuant to BMC 20.48. 26. (OTHER) Development must comply with BMC Title 20. 27. (OTHER) All conditions outlined on the Final Plat as recorded with AFN 20095070193. Specifically, a 3 R -Water Closet and/or Urinal fire sprinkler system is required for this house. Separate permit req' ired to be issued. 101. (OTHER) All health and safety conditions associated with the bonded plat conditions serving the specific parcel, shall be completed prior to SFR occupancy approval 110. (UTILITY -02) All utility fees and assessment shall be paid prior to final occupancy approval MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. Foundation Footings Foundation Walls UNDERFLOOR FRAMING Mechanical Shear Wall Panels Plumbing Groundwork Plumbing Rough -In Fuel Piping Above Ground Framing Fire Sprinkler Cover Insulation Sheetrock Nailing Driveway Sewer Lateral FINAL - UTILITIES Driveway approach Right-of-way Other Tanks Final Inspection - Building Qty Description FIXTURE LIST Qty DeScrlptlor 1 R -Clothes Washing Machine 1 I R -Clothes Dryer with Exhaust 3 R -Tub and/or Shower Unit 2 R-Gaspipel System LPG/NATUOIL 2 R -Hose Bibs 2 R -Fireplace -Gas, or Gas Log Insert 5 R -Sink (Lavatory, Kitchen, Mop or Bar Sink) 1 R -Cook Stove with Exhaust 3 R -Water Closet and/or Urinal 5 R -Bath Fan and/or Exhaust Fan Page 4 of 5 ASSESSOR NUMBER: 5565-000-010-0004 CITY OF BREMERTON PERMIT NUMBER: 6609 00338 ffli 3639 REAGAN AVE, SYLVAN WAY MEADOWS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 06/16/2009 COOK CONSTRUCTION INC PHONE: (360) 698-8019 345 - 6th Street, Bremerton, WA 98337 PO BOX 3910, SILVERDALE, WA 98383 (360) 473-5275 Fax: (360) 473-5278 COOK CONSTRUCTION I ASSESSOR NUMBER: 5565-000-010-0004 ZONING: R10 SITE ADDRESS: 3639 REAGAN AVE, SYLVAN WAY MEADOWS APPLICANT NAME: COOK CONSTRUCTION INC PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 OWNER NAME: COOK CONSTRUCTION PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 CONTRACTOR: COOK CONSTRUCTION INC. PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 LENDER NAME: PHONE: ()- ADDRESS: SUBMITTED: 06/03/2009 APPROVED: 06/16/2009 EXPIRATION: 12/13/2009 STATUS: ISSUED 1 R -Dish Washer 1 R -Electric Furnace or Heat Pump +/- Ducting 1 R -Propane fuel tank under 2000 gallons Page 5 of 5 N&I Big Sky Enterprises, Inc. DBA Big Sky Builders 2021 NW Myhre Road, Suite 215A, Silverdale, 360-308-9884 / fax 360-308-9864 Date: May 11, 2009 City of Bremerton, Department of Community Development 3456 1h Street, Suite 600 Bremerton, WA 98337-1873 I_N11 Building Permit Lot: 10 Sylvan Way Meadows Address: 3639 Reagan Ave., Bre Tax Account #: To Whom It May Concern: PJ JA 98383 City of M' RECEMD City of Bremerton I'JUN 0 3 2009 O mMI?ep artment of ty Development tment of Development As the Owner / Developer, of Sylvan Way Meadows, I am fully aware that Cook Construction Inc. Is / has applied for a Building Permit for the above referenced lot in the plat of Sylvan Way Meadows. They are submitting for permit with my full knowledge and permission. Thank you in advance for your anticipated cooperation and assistance in processing their application for a building permit. Sincerely, David D. Wideman President/ CEO Big Sky Builders �s a 4 oac�3 of wemerim NHD(253) 584.6309 FAX (253) 588.0607 M4Deve www.NHDHomePlans.com Of r ent ffl F I May 1, 2009 RECEIVED RECEIVEDCity-of Bremerton City of Bremerton JUN 0 3 2009 4 09 L Cook Construction Richard Cook ©epirtmentof P.O. BOX 3910 Of CommunityDevelopmeII4 Devt pment Silverdale, WA 983837. RE: Base Plan Set-up Design NHD RL -9813-C, RM -2408-R, 2646 City of Bremerton Building Official, This letter authorizes Cook Construction the right to set-up NHD Design #RL -9813-C, RM, - 2408 -R, and 2046 for a base plan in the city of Bremerton. Furthermore, Northwest Home Designing, Inc. will provide a site specific letter, building permit sets for each designated site. In addition, Pacific NW Engineering will supply site specific engineering covers for those site specific addresses. If you have any further questions, please call 253.584.6309. Best Regards, Northwest Home Designing, Inc. April R. Lord -Wittig, Treasurer 05/14/2009 12:08 2538577599 HODGE ENGINEERING OH 0 rl FILE eng ineenn inc. g Thur City of Bremerton Planning Dept 345 r St #600 Bremerton, WA RE: Base Plan Letter Cook Construction NHD Plan 2646 To Whom It May Concern; I have provided the gravity and lateral load engineE NHD plan 2646. The engineering may be submitted for base plan in Bremerton. Please call with any questions regarding this matte PAGE 02/02 Thurs. May 14, 2009 BPL 2007.015 Project # 9.0140 ng for the RECENED City of Bremerton JUN 0 3 2009 Department of Community Development 1 May 1, 2009 Cook Construction/Big Sky Richard Cook P.O. Box 3910 Silverdale, WA 98383 Re: Base Plan use Design #2646 City of Bremerton Building Official, FILE (253) 584.6309 FAX (253) 588.0607 www.NHDHomePlans.com City of Bremerb JUN 0 3 20[ Department of Community Develop Cook Construction has purchased licenses fee from invoice this payment entitles Cook Construction the right to submit (I City of Bremerton. Northwest Home Designing, Inc. authorizes Cook Constructi following site address listed below: 3639 Reagan Ave Lot #10, Sylvan Way Meadows Bremerton, WA 98310 City of Bremerton If you have any questions regarding this matter, please cal Sincerely, NORTHWEST HOME DESIGNING, INC. April R. Lord -Wittig MAY 1. Laent of ` Development k3915; therefore, the receipt of )esign #2646) for permits in the to obtain permits for the I1 (253) 584-6309. � CITY OF BREMERTON PULA PERMIT NUMBER: BF09 00037 6d FIRE DEPARTMENT DATE ISSUED: 07/08/2009 u 911 Park Avenue, Bremerton, WA 98337 M v (360) 473-5380 Fax: (360) 473-5461 Q. ASSESSOR NUMBER: ✓ ,5 �5 O p O O� ZONING: R10 SITE ADDRESS: 3639 REAGAN AVE #10 APPLICANT NAME: FOX FIRE PHONE: (360) 871-1985 ADDRESS: P.O. BOX 594, PORT ORCHARD, WA 98366 OWNER NAME: PHONE: ADDRESS: CONTRACTOR: FOX FIRE PREVENTION INC PHONE: (360) 871-1985 ADDRESS: PO BOX 594, PORT ORCHARD, WA 98366 LENDER NAME: PHONE: ADDRESS: SUBMITTED: 07/08/2009 APPROVED: 07/08/2009 EXPIRATION: 01/04/2010 STATUS: ISSUED i VALUATION: $3,630.00 Fire Sprinkler Permit - Not Parcel Based Building Permit $91.00 2211 13 D FIRE SPRINKLER SYSTEM Plan Review Fee $59.15 4580 State Surcharge $4.50 0236 s�'/f TOTAL FEES: $154.65 4�)Vim„ Inspection Requests Fire Inspections (360) 473-5394 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. 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. I have read, and agree to abide by t�ndition of this permit in din I conditions of zoning, building codei, and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: DATE: V 1 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 It (L&I) regulations require an asbestos survey be performed to determine whetherbere 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 orcEW�D JUL 13 Mg Page 1 of 2 Department of Community Development Copies of ordinances can be found on the cities website at www.ci.bremerton.wa.us. To contact the Bremerton Fire Marshal office call; Mike Six 473-5386 or e-mail @ Michael.Six@ci.bremerton.wa.0 Joel Wulf 473-5387 or e-mail @ Joel.Wulf@ci.bremerton.wa.us All questions, to be binding, must be followed with an email re -stating the question and must include either digital photos and/or drawings to show both existing conditions and proposed changes/alterations. The inspection retains the right to make requirements not addressed during plan review. In many cases the plan reviewer is not given adequate information to address all issues. The onsite inspection allows for a true representation of the project. ALL PROJECTS REQUIRE A VISIBLE ADDRESS DURING AND AFTER CONSTRUCTION ALL PROJECTS ARE REQUIRED TO HAVE FIRE EXTINGU THE INSTALLATION OF A FIRE SPRINKLER SYSTEM W/ C BUCKET TESTS ARE REQUIRED FOR ALL SYSTEMS AND NODES FLOWING THE ADDITIONAL AMOUNTS 21. (CROSS -01') A cross -connection (source of potential contamination to dom inspection is required prior to final inspection. Contact Earl Va request an inspection. MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5394 and be sure to provide your permit number, phone number, and inspection type. WATER -Potable Water Backflow Prevention WATER -Potable Water Backflow Prevention (domestic, fire sprinklers, irrigation) FIRE - Fire Sprinkler Flush FIRE - Fire Sprinkler Hydrostatic Test FIRE - Fire Sprinkler Cover FIRE - Final Inspection RS UNLESS EXEMPT BY RESPONSE HEADS INCLUDE THE EXTRA c water supply) r,at (360)473-5927 to on permit, site address, contact Page 2 of 2 7 CITY OFBREMERTON PERMIT NUMBER: BF09 00037 LLIJI� FIRE DEPARTMENT DATE ISSUED: 07/08/2009 911 Park Avenue, Bremerton, WA 98337 (360) 473-5380 Fax: (360) 473-5461 ASSESSOR NUMBER: ZONING: R10 SITE ADDRESS: 3639 REAGAN AVE #10 APPLICANT NAME: FOX FIRE PHONE: (360) 871-1985 ADDRESS: P.O. BOX 594, PORT ORCHARD, WA 98366 OWNER NAME: PHONE: ADDRESS: CONTRACTOR: FOX FIRE PREVENTION INC PHONE: (360) 871-1985 ADDRESS: PO BOX 594, PORT ORCHARD, WA 98366 LENDER NAME: PHONE: ADDRESS: SUBMITTED: 07/08/2009 APPROVED: 07/08/2009 EXPIRATION: 1 01/04/2010 STATUS: ISSUED 20. (FIRE -01) occupied single family residences).DCD: For more information, Agency through their web site at www.cleanair.org or by phone at 6894058. The L&I web site can be found at www.Ini.wa.gov/p-ts/asbestos/asbestos.htm. Life Safety and Fire Protection systems shall comply with: please contact Clean Air 800-552-3565 or 206- International Fire Code (IFC) with Appendix International Building Code (IBC) National Fire Protection Association (NFPA) Bremerton Municipal Code (BMC) Bremerton Roadway Standards Bremerton. Municipal Utilities Copies of ordinances can be found on the cities website at www.ci.bremerton.wa.us. To contact the Bremerton Fire Marshal office call; Mike Six 473-5386 or e-mail @ Michael.Six@ci.bremerton.wa.0 Joel Wulf 473-5387 or e-mail @ Joel.Wulf@ci.bremerton.wa.us All questions, to be binding, must be followed with an email re -stating the question and must include either digital photos and/or drawings to show both existing conditions and proposed changes/alterations. The inspection retains the right to make requirements not addressed during plan review. In many cases the plan reviewer is not given adequate information to address all issues. The onsite inspection allows for a true representation of the project. ALL PROJECTS REQUIRE A VISIBLE ADDRESS DURING AND AFTER CONSTRUCTION ALL PROJECTS ARE REQUIRED TO HAVE FIRE EXTINGU THE INSTALLATION OF A FIRE SPRINKLER SYSTEM W/ C BUCKET TESTS ARE REQUIRED FOR ALL SYSTEMS AND NODES FLOWING THE ADDITIONAL AMOUNTS 21. (CROSS -01') A cross -connection (source of potential contamination to dom inspection is required prior to final inspection. Contact Earl Va request an inspection. MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5394 and be sure to provide your permit number, phone number, and inspection type. WATER -Potable Water Backflow Prevention WATER -Potable Water Backflow Prevention (domestic, fire sprinklers, irrigation) FIRE - Fire Sprinkler Flush FIRE - Fire Sprinkler Hydrostatic Test FIRE - Fire Sprinkler Cover FIRE - Final Inspection RS UNLESS EXEMPT BY RESPONSE HEADS INCLUDE THE EXTRA c water supply) r,at (360)473-5927 to on permit, site address, contact Page 2 of 2 7 DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 345 — 6th Street, Suite 600 Bremerton, Washington (360) 473-5275 INSPECTION REPORT PERMIT #: BB©P 690 '5319 ADDRESS: �� " 4 00 i i i 2�_ 1--1 ?3-S,z 6112Date:( Phone: INSPECTOR ` 101doEwfil kOVED troviow 'oh 77 vL1,0,',NCREl TE pz�' Do ng � El� App ` 101doEwfil kOVED 77 LAW T ON pz�' ng � MOO 7777 77. 0 RESIDEN' 1. Site Address: 36 4 3 R FILE o" L) a_:�> --D SITE PLAN QUESTIONNAIRE Avf -9aC-m. WA. 4?P310 RECEIVM City of Bremerton MAY 1:3 2009 �,�, ,Department of 2. Are any areas being developed on the site within 200 feet of the shoreline? Yes�umty Development NOTE: If yes, please fill out a Shoreline Permit Submittal Checklist (WAC 173-27-180) CRITICAL AREA 3. Slope is calculated by dividing the vertical distance by the horizontal distance and then multiplying the result by 100. Example: Vertical Distance = 20' x Distance = I100' Vertical 20 feet Horizontal 100 feet =.2 X 100 = 4. Does the site or properties w: where water flows across the 5. Is there an apparent wetland slope RESIDENTIAL DEVELOPM EP 6. What is the amount of grading prc Fill amount Cut ama NOTE: Gr; Will the grading material be impa 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%. Hilly: slopes present on site of more than 15% and less than 30%. Steep: grades of greater than 30% present on site. Other (please describe): 200 feet of the site contain areas of standing water, creek or an area and surface? Yes / No on the site or on properties within 200 feet of the site? Yes / No WORKSHEET: sed (in cubic yards), not including foundation area? 10 Total grading Zo ug over 50 cubic yards requires a separate permit. I or exported? Yes / No 7. Please provide the followinginformation. 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. *Use this as the second front yard setback for comer lots and through lots. **Development Coverage is defined as that portion of a lot covered by impervious surface areas of all structures, and impervious paved areas, such as driveways and walkways. Residential Questionnaire Revision: October 2008 Front yard setback 2 0 Rear yard setback* -7 Side yard setback . s Side yard setback s` Maximum height 3 Development coverage** god Number of off-street parking spaces 2 *Use this as the second front yard setback for comer lots and through lots. **Development Coverage is defined as that portion of a lot covered by impervious surface areas of all structures, and impervious paved areas, such as driveways and walkways. Residential Questionnaire Revision: October 2008 �.�'f•.'�z^'+ Ty t. '7'C.,xt•r. 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' r .{ r ,itrsr a• ac-a2 i,$ Pt" 7 �;.� was., L tri °• �ilfi"� '+ .. � 4t r .. wa .t N L ;"Such DEPARTMENT OF COMMUNITY DEVELOPMENT Fla I BUILDING DIVISION CITY•345 — 6th Street, Suite 600 Bremerton, Washington (360) 473-5275 INSPECTION REPORT PERMIT #: �� ®® -3,? ADDRESS: �3 (,-z3 p� 0 I i�j Date: Phone :l73-�Z�� IN PECTOR 5i -.f pz� Ml9 1 3 HLE 166 Dq 0 3aE - City of Bremerton Of (360) 4.73-5275 " Fax ER 41T CENTER J u N 0 3 2009 RESIDEI\TTIAL 6SoR aQQQn4f Building Permit Application Community Development 345 - 6th Street, Suite 600 * Bremerton * WA . 98337-1873 60) 473-5278 * m,%v%v.ci.bremerton.wa.us Site Address: 3; 4 �3 9i,46/4,P0 Auk- 3LZr citr ,#j WA 783 To aiply for a property address, contact Public Works at (360) 473-5270 CONTRACTOR: Cook Consrdivc �o,�, aG, OWNER: k_ Address: Po Sox 39to Address:. Cit , State, Zi Lv ' A t9S39-3 City, State, Zip: License # & Exp. Date: Cool cs o &ml- 8 Z o Phone #: Contact Name: teN ' X.4&j A, Coi,K Authorized Agent Name: Contact Phone #: 36o 6q8-8019 Address: Email address: `o_Caaf�Gn �3rxa7v MK. canCi ,State, Zi Tax ID/Parcel #: r_S' - 000 -o - b o 3 Phone #: ( ) Sewer ❑ Septic Email address: i�at�s„�th�e`��latatton fo��leas�,c��e�;Is�z�� , :New Cur�stt�c#ton��❑ Alteratlon�"��dd�ftnn, ❑✓ NEW SINGLE-FAMILY RESII ❑ NEW DUPLEX ❑ NEW MANUFACTURED H01 ❑ NEW GARAGE/CARPORT ❑ DEMOLITION sf Inte ** Se Contact Public Works for sewer cap 0 OTHER: IS THIS PROPERTY WITF, Scope of work proposed: )ENCE ❑ RESIDENTIAL REBUILD ❑ RESIDENTIAL ADDITION AE ❑ RESIDENTIAL REPAIR ❑ NEW ACCESSORY BUILDING ior sf Exterior** sf Foundation Wall** sf Roof /Section** )arate demolition permit and fees required. permit (473-5270). Sewer must be capped prior to demolition permit issuance. IN 200 FEET OF A SHORELINE? YES ❑ NO C0A61'1t0C-j101, OP gr1l; ags 57,tk- t36rI-r Square Footage: Building: 1st Floor 7 6 Basement Garage: 1st Floor +D 2nd Floor I t 57 Other 2nd Floor Deck(s): Valuation I Plan Application for which no permit is issued submitted for review may thereafter be n for action by the applicant for a period nc the applicant have prevented action frorr nnnlication after expiration, the aoolicant —1 1 v,t Appli 's Signature Rev. Oct. 2008 Review Fee Permit Fee Surcharge Total Fees 3-31 F .1 1 U . within 180 d s following the date of application shall expire by limitation, and plans and other data :turned to the applicant or destroyed by the building official. The building official may extend the time t exceeding 180 days on request by the applicant, showing that circumstances beyond the control of being taken. No applicant shall be extended more than once. In order to renew action on an sb.all resubmit and pay a new plan review fee. ` i3 T Cbb /L (Print) Date (Continued on back) 4 RECEIVED City of Bremerton RESIDENTIAL SITE PLAN QUESTIONNAIRE MAY 13 2009 1. Site Address: RL,',j,,AdJ AUf_ ZlLt'm, WA, 41,03/0 Department of 2. Are any areas being developed on .the site within 200 feet of the shoreline? Yes(]�"n'ty Development 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 distance by the horizontal distance and then multiplying the result by 100. Example: Vertical Distance = 20' Horizontal Distance = 100' Vertical 20 feet Horizonta1100 feet =.2 X 100 = 20% slope 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%. Hilly: slopes present on site of more than 15% and less than 30%. Steep: grades of greater than 30% present on site. Other (please describe): 4. Does the.site or properties within 200 feet of the site contain areas of standing water, creek or an area where water flows across the ground surface? Yes / No 4 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 o Cut amount . Io Total grading Zo 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. 3 _ Front yard setback � ::.to Rear yard setback* 7 Side yard setback s Side ygd setback s Maximum height 31 Development coverage** $08 Number of off-street parkin g . aces *Use this as the second front yard setback for corner lots and through lots. **Development Coverage is defined as that portion of a lot covered by impervious surface areas of all structures, and impervious paved areas, such as driveways and walkways. Residential Questionnaire Revision: October 2008 3`y�e of i~'ue1 ��ectnc; � Gas C�iopane: ' r i ` Address: CitY, State, ZiP:,51zviA&ALi wf 96363 City, State, Zi License #: Ccs a3 Oc upane'y ' residential ❑ Q H=ercial Contact Phone #: (360 69g.,6019 Tax ID/Parcel #: • Site Address: -3 (o CONTRACTOR: Coot Con Sriv G rro tV IAle, OWNER:s 5An"E- Address: ego ,3 x j d Address: CitY, State, ZiP:,51zviA&ALi wf 96363 City, State, Zi License #: Ccs a3 Phone # ) Contact Phone #: (360 69g.,6019 Tax ID/Parcel #: MECRANICAL FEES: PLUMBING FEES: TOTAL FEES: n Applic3&t's Signature 5/ty /pU Date ;. RECEIVED City of Bremerton MAY 14 2009 { } W o 3`ye of Frei L�'Eiectnc fl Oras b Oil` Co ars ' k P e f O "oupaue�y- ' C esidenhai ❑ Commercial 1� t i Site Address: CONTRACTOR: coot Co„grjx a c r/o w 1. e, Address: Po ;30, 3 110 OWNER: v Address: City, State, Zi z v, rz & r w .38 3 City, State, Zi License #: Ccs ; * 09 i Phone # Contact Phone #: (360) 6 9,q. Eoi 9 Tax ID/Parcel #: NO. TYPE OF EQUIPMENT NO. TYPE OF FIXTURE AIR HANDLING UNIT >IO,000CFM ATMOSPHERIC VACUUM BRKR 1-5 AIR HANDLING UNIT <l 0,000 CFM ATMOSPHERIC VACUUM BRKR >5 BATH FAN AND/OR EXHAUST FAN BACKFLOW DEVICE <=2” CLASS I HOOD & DUCT SYSTEM BACKFLOW DEVICE > T, CLASS 2 HOOD & DUCT SYSTEM BUILDING SEWER / CLOTHES DRYER W/ EXHAUST I CLOTHES WASHER COMMERCIAL FURNACE/DUCT COMMERCIAL FLOOR DRAIN COMM. FURNACE>100,000 BTUS DISHWASHER COMPRESSORS DRAIN PIPE/VENT PIPE ALTERATION / COOK STOVE W/ EXHAUST DRINKING FOUNTAIN DUCT CHANGE W/O NEW FURNACE FLOOR DRAIN ELECTRIC FURNACEMEAT PUMP FLOOR SINK/INDIRECT WASTE EVAPORATIVE COOLER GREASE INTERCEPTOR FIREPLACE -GAS OR GAS LOG INSERT Z 1 HOSE B1BBS FIREPLACE -WOOD, OR WOODSTOVE I INDUSTRIAL SAND/OIL INTERCEPTOR WATER HEATER & VENT LAWN SPRINKLER W/ BACKFLOW DEV. GAS PIPING ROOF DRAIN MISCELLANEOUS MECHANICAL SHAMPOO SINK W/ BACKFLOW DEVICE NATURAL GAS FURNACE/DUCTING SINK (LAV, KITCHEN, MOP OR BAR PROPANE FURNACE/DUCTING ISUMPPUMP PROPANE TANK <2000 GALLONS TUB AND/OR SHOWER UNIT UNIT HEATER WATER CLOSET AND/OR URINAL OTHER: OTHER OTHER: OTHER: MECHANICAL FEES: PLUMBING FEES: TOTAL FEES: G ppuca7tt's signature Date r +4 FILE aD RECEV ��' 6 3 • JUN 0 3 2009 Department of Community Development °a. NG 8A IO z7' MAY Y �` Department of Community Develof LOT It 3443 9SAGAiJ ME SVA . Cool: COP-$rRs rIOA--* rA*t SETBACKS ,Front: iS' tv hw-4- lSide:. Rear, i NThe setback is measured from the propeg line to�the finished CITY OF BREMERTON s PERMIT NUMBER: BB09 00339 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 06/16/2009 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 5565-000-011-0003 ZONING: R10 SITE ADDRESS: 3643 REAGAN AVE SYLVAN WAY MEADOWS APPLICANT NAME: COOK CONSTRUCTION INC PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 OWNER NAME: COOK CONSTRUCTION INC PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 CONTRACTOR: COOK CONSTRUCTION INC. PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 06/03/2009 APPROVED: 06/16/2009 EXPIRATION: 12/13/2009 STATUS: ISSUED VALUATION: $143,700.15 Residential Building Permit w/ Mechanical/Plumbing 50% Plan Review Fee $433.88 4580 NEW SFR W/ATTACHED GARAGE Building Permit $1,335.00 2211 Building Code Edition: IRC: 2006 Mechanical Fixture Fee $131.90 2215 Occupancy Group: R-3 State Surcharge $4.50 0236 Type of Construction: Type V, Unprotected Plumbing Fixture Fee $125.00 2213 Flood Zone: TOTAL FEES: $2,030.28 Setbacks: (Front) (Side) (Rear) (Other) Sanitation Method: Public Sewer System Number of Bedrooms: 4 Square Footage: Decks - Wood Frame (Covered) 90 SOFT Dwellings - Type V Wood Frame 2,035 SQFT Private Garages - Wood Frame 405 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 anytime 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 performanceof 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 abi a by the conditi o is per incl Ing all conditions of zoning, building codes, and State and Federal laws. SIGNATURE OF OWNER AGENT: PRINTED NAME: -4 �� CClO DATE: �' �v ` 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 Ck 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 C"&� (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 - Page 1 of 4 CITY OF BREMERTON PERMIT NUMBER: BB09 00339 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 06/16/2009 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: SUBMITTED: 5565-000-011-0003 ZONING: R10 SITE ADDRESS: 3643 REAGAN AVE SYLVAN WAY MEADOWS COOK CONSTRUCTION INC PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 COOK CONSTRUCTION INC PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 COOK CONSTRUCTION INC. PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 PHONE: 0- ADDRESS: 06/03/2009 APPROVED: 06/16/2009 EXPIRATION: 12/13/2009 STATUS: ISSUED 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).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.Ini.wa.gov/p-ts/asbestos/asbestos.htm. 10. (DCD-47) DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re -inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. 11. (DCD-04) DCD: Plan Review Requirements: The attached plan review checklist and identified corrections, along with the Energy Compliance Worksheet (when applicable) are part of the approved plans and must remain attached thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. All proposed changes to "APPROVED" building plans that effect compliance with the City of Bremerton Building and Fire Code as adopted and amended in BMC Title 17 and Title 18, or any other City of Bremerton ordinance or regulation, must be reviewed and approved by the Department of Community Development prior to construction. Failure to comply and/or removal of attached documents will result in failure of required building inspections. CJk 12. (DCD-060) Property lines shall be properly marked. Setbacks are measured to the finished wall of the structure. 13. (DCD-14) DCD: Approved Plans, Engineering, Site Plan, Permit, and Conditions shall remain on site and be available for inspection. 14. (DCD-19) Engineered Wood Floor Trusses & Truss Roof Systems shall have a site specific engineered design (Framing Plan) available at time of Under Floor and/or Framing Inspection. 15. (DCD-32) Changes to Plans. Any changes to plans shall be approved before construction is performed. Architect or engineer of record shall approve the change before submitting a revision. A revision is subject to a revision fee and additional fees for plan review and inspections. 16. (DCD-52) DCD: Gas Piping: Fuel or gas piping shall be inspected after the installation of fuel/gas piping is complete, and before the attachment of fixtures, appliances, or shut-off valves. At the time of inspection the test pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances to be attached to the fuel/gas piping system shall not be used until the final inspection has been performed and approved by a Building Inspector. 17. (DCD-56) Combustion Air: In buildings of unusually tight construction, or within a garage, all fuel - burning appliances, other than cooking appliances and domestic clothes dryers, shall obtain combustion air from outside in accordance with the International Mechanical Code, International Fuel Gas Code and/or the International Residential Code. 18. (DCD-43) Under -floor Inspection: After the foundation is complete, and the floor system is framed, but prior to the installation of the sub -floor or floor sheathing, (exposed floor framing) the under- floor area must be inspected, including all floor framing, anchor bolts, hold-downs and under -floor posts and positive connection devices. Page 2 of 4 CITY OF BREMERTON PERMIT NUMBER: BB09 00339 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 06/16/2009 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 5565-000-011-0003 ZONING: R10 SITE ADDRESS: 3643 REAGAN AVE SYLVAN WAY MEADOWS APPLICANT NAME: COOK CONSTRUCTION INC PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 OWNER NAME: COOK CONSTRUCTION INC PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 CONTRACTOR: COOK CONSTRUCTION INC. PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 LENDER NAME: PHONE: 0- ADDRESS: 19. (DCD-38) APPROVED: 06/16/2009 STATUS: Shear Wall Inspection: Due to the complexity of the shear wall nailing patterns and hold- down requirements contained within the engineered lateral design, a separate shear wall inspection is required for this project. This inspection should be requested and performed prior to the installation of exterior wall coverings, prior to the framing inspection, such that all shear -wall nailing patterns may be observed, and the installation of all required hold- down devices and required straps, etc. are in place in accordance with the engineer's lateral design. 20. (LU9) All driveways and areas used for loading, parking, and maneuvering motorized vehicles shall have a paved surface. Two off-street parking spaces are required for every residential unit pursuant to BMC 20.48. 21. (OTHER) Development must comply with BMC Title 20. 22. (OTHER) All conditions outlined on the Final Plat as recorded with AFN 20095070193. Specifically, a fire sprinkler system is required for this house. Separate permit required for sprinkler system. Allow 4 to 6 weeks for plan review. 50. (DCD-50) Final Inspection Required: All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity. 51. (OTHER) Pursuant to the Hearings Examiners Decision for the Preliminary Plat approval (File # BP06-00009) and again required with the Final Plat approval (File # BP09 00009) and as documented with the Kitsap County Auditor (AFN 200905070193 v32 p214) a fire sprinkler systems are required in each house if the dead end is over 500' long. As the access road to the plat is over 500' long, all homes require a fire sprinkler system. A separate permit is required and no portion of the system may be installed before the permit has been reviewed and issued. Allow 4 to 6 weeks for plan review. 101. (OTHER) All bonded plat conditions related to healthand safety for service to the proposed SFR must be completedd to the satisfaction of the City Engineer prior to Final Occupancy Approval 110. (UTILITY -02) All utility fees and assessment shall be paid prior to final occupancy approval Page 3 of 4 r .. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 PERMIT NUMBER: BB09 00339 DATE ISSUED: 06/16/2009 ASSESSOR NUMBER: 5565-000-011-0003 ZONING: R10 SITE ADDRESS: 3643 REAGAN AVE SYLVAN WAY MEADOWS APPLICANT NAME: COOK CONSTRUCTION INC PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 OWNER NAME: COOK CONSTRUCTION INC PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 CONTRACTOR: COOK CONSTRUCTION INC. PHONE: (360) 698-8019 ADDRESS: PO BOX 3910, SILVERDALE, WA 98383 LENDER NAME: 1 PHONE: 0- ADDRESS: SUBMITTED: 06/03/2009 APPROVED: 06/16/2009 EXPIRATION: 12/13/2009 STATUS: ISSUED MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. Foundation Footings Foundation Walls UNDERFLOOR FRAMING Shear Wall Panels Plumbing Groundwork Mechanical Plumbing Rough -In Fuel Piping Above Ground Fire Sprinkler Cover Framing Insulation Sheetrock Nailing Driveway Sewer Lateral Final Inspection - Building FINAL - UTILITIES Driveway approach Right-of-way Other FIXTURE LIST Qty Description Qty Descriptior 2 R -Tub and/or Shower Unit 1 R -Clothes Dryer with Exhaust 1 R -Water Heater 1 R-Gaspipe System LPG/NATUOIL 2 R -Hose Bibs 1 R -Fireplace -Gas, or Gas Log Insert 5 R -Sink (Lavatory, Kitchen, Mop or Bar Sink) 1 R -Cook Stove with Exhaust 3 R -Water Closet and/or Urinal 1 R -Range Hood 1 R -Dish Washer 4 R -Bath Fan and/or Exhaust Fan 1 R -Clothes Washing Machine 1 R -Electric Furnace or Heat Pump +/- Ducting 1 R -Propane fuel tank under 2000 gallons Page 4 of 4 _ _ _-- --- RECEIVED Uty of Bremerton Bre n oPermit Center 'JUN 0 3 2009 -... MAY 2009 Dept. of Community Development 4 345 - 6" Street, Suite 600*Bremerton*WA*98337-1873 Department of �:'ommunity Development Cmmuninent tyDevelop nt 2006 WSEC & VIAQ esidential Prescriptive Compliance Form Permit Number if Known: OA 5/c �2A Owner: 1A 1 C Phone: ( .3Gy) 6-9 i?, - g0l9 Owner's Address: /'o Cox 3 9 is 5 i L vert 1341-1- WA '28 3 9 3 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: I• * 10 % 0.32 0.58 0.20 R-38 R-30 R-15 R-15 R-10 R-30 R-10 j=• * 15% 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 Glazing Glazing U - Factor Door' Wall Wall • Wall • Slab Option Area10: U -Factor Ceiling2 Vaulted Ceiling Above int' Below ext` Below Floor' on R-21 R-10 R-30 % of floor Vertical Overheadll Only Grade' Grade6-- I• * 10 % 0.32 0.58 0.20 R-38 R-30 R-15 R-15 R-10 R-30 R-10 j=• * 15% 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 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 reguirement.. 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. S. Boors 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 0111 Unlimited IV• Group R-3 Occupancy 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 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 reguirement.. 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. S. Boors 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 a Footnote 3: Prescriptive Rafter Insulation Based on Fibe lass Batts SF =square feet). Nominal Actual Max depth with 1" ventilation First 500 SF R -value Over 500 SF R -value 2x10 9'/4" 8 1/4" R-30 HD2, Note 1 2x12 11 1/4" 10'/4" R-30 R-38 HD2 2x14 13 1/4" 12 1/4" R-38 R-38 I -joist 9 '/2" 8'/z" R-30 HD2 Note 1. I -joist 117/8" 10 " R-30 R-38 HD2 I-'oist 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. r Glass to Floor Area Worksheet (Used only for Options 1 and 2) Step 1: List the rough opening size lof 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 I (a) Step 2: Enter the square footage of Conditioned Floor Area (heated and/or cooled) Space (b) Step 3: Calculate the Glazing hundred: Glazing Area — (a) In order to use option I, the glazing pe In order to use option 11, the glazing p by dividing the total Glazing Area by the Conditioned Floor Area and multiplying by one .d Floor Area = (b) cannot exceed 12%. ! cannot exceed 15%. X100= Glazing Percentage Page 3 of 6 Z 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. Option 1. Whole house Ventilation Using Exhaust Fans (VIAQ 303.4.1) • 66_^1 111.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. Option 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. (Require; 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) FlOption 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. 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 specked 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) 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) -I%- 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 4of6 REFERENCE TABLES Table 3-2: Ventilation Rates for all Group R Occupancies four stories and less Minimum and Maximum Vantilatinn Rate ri ihir Fant nor Mini ita tr w) Floor Area, ftz Minimum Flex Diameter Maximum Length (feet) Minimum Smooth Diameter Maximum Length Feet Number 50 of Bedrooms 25 4 inch 70 3 50 2 or less 3 4 5 6 7 100 3 < 500 Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. 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 0 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 9 135 105 158 120 180 135 203 150 225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 128 100 150 1 115 173 1 130 195 145 218 160 240 175 263 4001-5000 95 143 110 165 125 188 1 140 210 155 233 170 255 •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 1 170 255 .185 278 200 300. 215 323 8001-9000 135 203 150 225 165 248 180 270 1 195 293 210 315 225 .338 . > 9000 145 218 160 240 175 263 190 285 L 205 308_I 220 330 1 235 353 • r or resiuences mat exceed u 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• Prescri 've Exhaust Duct Sizing Fan Tested CFM @ 0.25" W.G Minimum Flex Diameter Maximum Length (feet) Minimum Smooth Diameter Maximum Length Feet Maximum Elbows 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 5inch 2 N.A. 5inch 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 !0 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 Sizin Required Flow (CFM) Per Table 3-2 Minimum Smooth Duct Diameter Minimum Flexible Duct Diameter Maximum Len thl Maximum Number of 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. ror iengms over 20 feet increase duct diameter 1 inch 2. For elbows numbering more than 3 increase dud diameter 1 inch. Table 3-6: Prescri tive Supply Fan Duct Sizin SuDDlY Fan Tested at 0.40" W.G. Specified Volume from Table 3-2 Minimum Smooth Dud Diameter Minimum Flexible Dud 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 50 cfm Please be sure to note the locations of your source specific fans on your construction drawings and include the dm 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 heateddland 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: Backed batts at walls and ceilings must be faced stapled. (Paper should extend over studs or rafters towards interior heated space) 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 MATERIAL LOCATION Exterior Grade 1 4 — Mil Clear Vapor Retarder Paint. Not required if ventilation space Backed Batts Plywood or OSB Plastic Z (1.0 perm rating) average 12" above insulation Floors N/A N/A N/A Walls N/A N/A Ceilings N/A Backed batts at walls and ceilings must be faced stapled. (Paper should extend over studs or rafters towards interior heated space) 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 Dept. of Community Development 345 - 6h Street, Suite 600*Bremerton*WA*98337-1873 b 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 sure your roof framing has been designed to 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). 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 Battsor 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 leakages 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. Ventilation System Operating Instructions Whole House Ventilation System Using Exhaust Fans' Your new home has been constructed to use energy efficiently, while maintaining a healthy indoor environment with a good sup- ply of fresh air. To help you achieve these benefits, we recommend that you take a few minutes to read these instructions. Your home has been constructed to the requirements of the Wash- ington State Energy Code (2003 edition) and the Washington State Ventilation and Indoor Air Quality Code (2003 edition). This means your home and the ductwork of your heating system have been well sealed, which limits uncontrolled exchange of air between the indoors and outdoors. The amount of fresh air provided to your home is under your control. You can increase the ventilation rate of your home by opening windows, or by operating your mechanical ventilation systems. Your home has two types of mechanical ventilation: spot ventilation fans, and a whole house ventilation fan. Spot Fans A spot fan has been installed in each bathroom, the utility room and the kitchen. If your home includes an indoor spa, or any other room that may need additional ventilation, a spot fan will be included there as well (see Figure 1 below.) Spot ventilation fan at kitchen Spot vent fan controls, minimum 1 per fan Undercut doors a minimum of 112" to permit air flow The purpose of spot ventilation is to control excess moisture, odors, or chemical byproducts at the source. It's far more effective to quickly eliminate moisture and pollutants when they are created than to allow them to dissipate slowly over time. Controlling moisture reduces the cause of many molds and protects the finishes of your home. Control- ling odors and chemical byproducts reduces any health hazard that may be associated with them. It is particularly important to oper- ate your kitchen fan if you have a gas or propane range. As well as removing moisture and odors created by cooking, your kitchen exhaust fan removes the unhealthy byproducts of: combustion, includ- ing carbon monoxide and nitrogen oxides. Recommended spot fan operation • Turn on the spot fan when- ever moisture, odors, house- hold chemicals, or combustion byproducts are present in the room, such as during showering, washing clothes, or cooking. • Since moisture vapor, odors, and combustion byproducts tend to linger, run the spot fan for up to 60 minutes beyond the activity that produced them. Whole house fan Your house has been equipped with a whole house exhaust fan. It is similar to a common bath exhaust fan, but is required to meet more stringent requirements for air flow and sound control. It may be locat- ed in the bathroom, a laundry area,, or in the hallway (see Figure 2.) Recommended cold climate confriguration, or out gable end Spot vent control, minimum 1 per fan Through - wall vent Undercut doors 1/2" to permit air flow Figure 2: Whole House Fan This fan is controlled by a 24 hour timer (see Figure 3.) To change the ventilation rate in your home, adjust the timer to increase or decrease the amount of time the exhaust fan operates. When the ventilation timer calls for ventilation, the whole house exhaust fan turns on, pulling air out of TIME OF DAY PINS tl� AUTO: RUN TIME BASED ON TIMER ON: CONTINUOUS OPERATION Figure 3: Typical Whole House Ventilation Timer your home and drawing fre from outside. If your homE equipped with fresh air in1E it is IMPORTANT that you leave these inlets open. At the end of the cycle, the timer will turn the fan off. Selecting a Whole House Ventilation Schedule Your contractor has set the timer on your ventilation system to provide a minimi eight hours of ventilation per day. To get the maximum benefits of the ventilation system, you'll want to adjust the timer to suit your own schedule. Run the system more when you expect to be home, or when more people are expect- ed to be in the home. • Set the timer to cycle the system on and off for short periods. For example, 10 min- utes on, 20 minutes off. Managed by: WASHINGTON STATE UNIVERSITY 10 EXTENSION ENERGY PROGRAM U © 2005 Washington State University Extension Energy Program. This instruction sheet contains material written and produced -for public distribution. You may reprint this written material, provided you do not use it to endorse a commercial product. Please reference by title and credit the Washington State University Extension Energy Program Published September 2002; updated September 2005. WSUEEP-02-107 Code, ie manual control to the system on when large pups gather in your home. On very cold or very windy days, it may not be necessary to run your whole house ventilation system that day. Additional Information: r more information on Nashington State Energy _r the Washington State Ventilation and Indoor Air Quality visit: www. energy.wsu.edu/buildings Endnote I "Prescriptive Requirements for Intermittent Whole House Ventilation Using Exhaust Fans," Chapter 3, Section 303.4.1, Washington State Ventilation and Indoor Air Quality Code (2000 edition) (effective July 1, 20011, Washington State Building Code Council. Funded by: T OR United States �r Department of Energy �ATE 9 OF NORTHWEST ENERGY _ EFFICIENCY ALLIANCE www.nwalliance.org RECEIVED Big Sky Enterprises, Inc. City of Bremerton 'DBA Big Sky Builders JUN 0 3 2009 2021 NW Myhre Road, Suite 215A, Silverdale, WA 98383 360-308-9884 / fax 360-308-9864 - Department of Community Development Date: May 11, 2009 RECEIVEIY City of Bremertoon City of Bremerton, Department of Community Development 3456 th Street, Suite 600 Bremerton, WA 98337-18;73 RE: Building Permit Lot: 11 Sylvan Way Meadows Address: 3643 Reagan Ave., Bremerton WA 98310 Tax Account #: To Whom It May Concern: MAY YJ 2009 Department As the Owner / Developer, of Sylvan Way Meadows, I am fully aware that Cook Construction Inc. Is / has applied for a Building Permit for the above referenced lot in the plat of Sylvan Way Meadows. They are submitting for permit with my full knowledge and permission. Thank you in advance for your anticipated cooperation and assistance in processing their application for a building permit. Sincerely, David D. Wideman President/ CEO Big Sky Builders CONSULTING ENG/NEERS PACIFIC NORTHWEST ENGINEERING INC PACIFIC NORTHWEST E N GI N EE RI NPS Date: May 8, 2009 Cook Construction SITE SPECIFIC RE -USE LETTER Invoice: #3915 1tyofB EDS RECEIVERn #RL -9813-C City of rem j n j City of Bre 18 Richard Cook 2ep P.O. Box 3910Silverdale, WA 98383 !ent�of Community Development Site Address: Lot #11, Sylvan Way Meadows 3643 Reagan Ave Bremerton, WA 98310 City of Bremerton JUN 0 3 2009 Corm STRUCTURAL ENGINEERING DESIGN CRITERIA MAY 1 12009 Authorization has been granted for the re -use of structural engineering performed by Pacific Northwest Engineering (PNE) on the above noted plan design. The design criteria listed below is used in the structural calculations for this referenced plan. The site location noted above has been determined to comply with the criteria below unless noted otherwise by the Building Official. WIND EXPOSURE: B DESIGN WIND SPEED: 85 MPH SEISMIC DESIGN CATEGORY: D Ss = 1.3 S1 =.48 SNOW LOAD: 30 PSF SOIL BEARING CAPACITY: 1500 PSF ROOFING TYPE: COMP, 15 PSF DEAD LOAD BUILDING CODE: IBC 2006 The undersigned has received and agrees to the terms and conditions of PNE's Professional Service Agreement and that if the purchaser makes changes to the plan or the design criteria listed above are not adequate or the format is not correct for the building department the engineering may be rejected. The undersigned would then need to pay the additional costs for the revised engineering and no refund of the fee paid for the original engineering will be made. �'Gto /C �o�u3T2 ✓ c i io�cr �li�C" 3,1z2zs"_�_ �� _�_ Plan Purc aser �CZI/01 Da e PACIFIC NORTHWEST ENGINEERING INC. 4924 109' St. S. W. Suite C Lakewood, WA 98499 Phone (253) 682-2850 /Fax (253) 682-2851 CAUsers\Blessing\Documents\PNE Folder\Reuse Engineering\Cook Construction\PNE-Cook lot 11.doc CITY OF BREMERTON PERMIT NUMBER: BF09 00036 FIRE DEPARTMENT DATE ISSUED: 07/08/2009 911 Park Avenue, Bremerton, WA 98337 (360) 473-5380 Fax: (360) 473-5461 ASSESSOR NUMBER: 5J�5 OZS dl 0 ZONING: R10 SITE ADDRESS: 3643 REAGAN AVE #11 APPLICANT NAME: FOX FIRE PHONE: (360) 871-1985 ADDRESS: P.O. BOX 594, PORT ORCHARD, WA 98366 OWNER NAME: PHONE: ADDRESS: CONTRACTOR: FOX FIRE PREVENTION INC PHONE: (360) 871-1985 ADDRESS: PO BOX 594, PORT ORCHARD, WA 98366 LENDER NAME: PHONE: ADDRESS: SUBMITTED: 07/08/2009 APPROVED: 07/08/2009 EXPIRATION: 01/04/2010 STATUS: ISSUED VALUATION: $3,511.00 Fire Sprinkler Permit - Not Parcel Based Building Permit $91.00 2211 13D FIRE SPRINKLER SYSTEM Plan Review Fee $59.15 4580 State Surcharge $4.50 0236 TOTAL FEES: $154.65 � r ��V ✓�✓ Inspection Requests Fire Inspections (360) 473-5394 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. 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. I have read, and agree to abid=11:1 ons of this p i Judi I conditions of zoning, building codes, and State,and Federal laws. SIGNATURE OF OWNER OR AGENT: j� "t PRINTED NAME: Y` U 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 11 - c 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 -4 (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- RECEIVED containing materials in the work area or structure. The asbestos survey must be City of Bremerton conducted by and EPA -certified (AHERA) building inspector (except renovation or owner- JUL 13 2009 Page 1 of 2 Department of Community Development CITY OF BREMERTON PERMIT NUMBER: BF09 00036 FIRE DEPARTMENT DATE ISSUED: 07/08/2009 911 Park Avenue, Bremerton,'WA 98337 (360) 473-5380 Fax: (360) 473-5461 ASSESSOR NUMBER: APPLICANT NAME: FOX FIRE OWNER NAME: CONTRACTOR: FOX FIRE PREVENTION INC LENDER NAME: ZONING: R10 SITE ADDRESS: 3643 REAGAN AVE #11 PHONE: (360) 871-1985 ADDRESS: P.O. BOX 594, PORT ORCHARD, WA 98366 PHONE: ADDRESS: PHONE: (360) 871-1985 ADDRESS: PO BOX 594, PORT ORCHARD, WA 98366 PHONE: ADDRESS: SUBMITTED: 07/08/2009 APPROVED: 07/08/2009 EXPIRATION: 01/04/2010 STATUS: ISSUED occupied single family residences).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.Ini.wa.gov/p-ts/asbestos/asbestos.htm. 20. (FIRE -01) Life Safety and Fire Protection systems shall comply with: International Fire Code (IFC) with Appendix International Building Code (IBC) National Fire Protection Association (NFPA) Bremerton Municipal Code (BMC) Bremerton Roadway Standards Bremerton Municipal Utilities Copies of ordinances can be found on the cities website at www.ci.bremerton.wa.us To contact the Bremerton Fire Marshal office call; Mike Six 473-5386 or e-mail @ Michael.Six@ci.bremerton.wa.us Joel Wulf 473-5387 or e-mail @ Joel.Wulf@ci.bremerton.wa.us All questions, to be binding, must be followed with an email re -stating the question and must include either digital photos and/or drawings to show both existing conditions and proposed changes/alterations. The inspection retains the right to make requirements not addressed during plan review In many cases the plan reviewer is not given adequate information to address all issues The onsite inspection allows for a true representation of the project. ALL PROJECTS REQUIRE A VISIBLE ADDRESS DURING AND AFTER CONSTRUCTION ALL PROJECTS ARE REQUIRED TO HAVE FIRE EXTINGUISHERS UNLESS EXEMPT BY THE INSTALLATION OF A FIRE SPRINKLER SYSTEM W/ QUICK RESPONSE HEADS BUCKET TESTS ARE REQUIRED FOR ALL SYSTEMS AND TO INCLUDE THE EXTRA NODES FLOWING THE ADDITIONAL AMOUNTS 21. (CROSS -01) A cross -connection (source of potential contamination to domestic water supply) inspection is required prior to final inspection. Contact Earl Varner at (360)473-5927 to request an inspection. MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5394 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. WATER -Potable Water Backflow Prevention WATER -Potable Water Backflow Prevention (domestic, fire sprinklers, irrigation) FIRE - Fire Sprinkler Flush FIRE - Fire Sprinkler Hydrostatic Test FIRE - Fire Sprinkler Cover FIRE - Final Inspection Page 2 of 2