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HomeMy WebLinkAbout09115 City of Port Townsend Development Services Department t Nil 004 M Notice PERMIT NUMBER E Lh ©C? , //S_ OWNER ;� JOB LOCATION 0�3-7 S I YOGI/ry Inspection of this structure has found the following s: fir 7id.._� C, You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted othe se. When corrections have been made, call for inspection. l ,, Date-a- 7 O Inspector DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE Beisw Single _ 1/2" x 9-1/2" VERSA-LAM® 2.L _ i00 DF Floor Beam\F1301 BC CALC®2.0 Design Report- US 1 span No cantilevers 1 0/12 slope Tuesday, August 11, 2009 15:00 E;uild 276 File Name: BC CALC Project Job Name: Brinch Description: F1301 Address: 2537 Eddy Street Specifier: City, State, Zip: Port Townsend, WA 98368 Designer: Customer: Company: Code reports: ESR-1040 Misc: a g RA 2�' '� ''� t3E' �'3 'Z,+' < ;a F. >; ?. x� s+3`:Sxaz+ tis„" 9' ;£ l - y R t v}., 2z J '� 09-00-00 U BO,3-1/2" B1,3-1/2" LL 2,340 Ibs LL 2,340 Ibs DL 599 Ibs DL 599 Ibs Total Horizontal Product Length=09-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 09-00-00 40 10 13-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 5,957 ft-Ibs 42.7% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2,232 Ibs 35.3% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/655(0.156") 91.6% 1 1 output as evidence of suitability for Live Load Defl. L/823(0.125") 43.7% 1 1 particular application.Output here based Max Defl. 0.156" 15.6% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 10.8 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 2,939 Ibs n/a 32.0% Unspecified or ask questions,please call 61 Post 3-1/2"x 3-1/2" 2,939 Ibs n/a 32.0% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, Notes ALLJOIST®,BC RIM BOARD TM,BCI®, Design meets User specified (L/600)Total load deflection criteria. BOISE GLULAMT^^,SIMPLE FRAMING Design meets Code minimum (L/360) Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. PLUS@,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. i ;OBI AUG 11 2009 Li CITY Of PORT TOWNSEND DSD Page 1 of 1 FLE COPY Y2" MIN AIR GAP BETWEEN GONG Y2"x8" A.B. W/ 5"x5"x3/(6" STL 50 WASHER5 @ 4&" O.G. FLASHING a 2x14 TR'TD LEDGER W/Y2'x8" A.B. 16" O.G.OR HANG HANG JOISTS W/ TOP HANGER #4 AT TOP - " MIN a #4 BAR HORI Z O J @ 14 O.G. i J ILL o �t v zz Q #4 BAR VERT CD @ 14" O.G. L i Lu < o GRAWL 5PAGE _� to mLU z BAGK FILL TO REQUIRED DEPTH OF < 4' UNRESTRAINED BAGKFILL AT EXTERIOR 0 8" o, v Igo N (2) #4 BAR GONT 9. 1% O O o 01"G > 1 CITY OF FOUNDATION DETAIL SCALE: I"=1'—O" FLE COPY Y�� � � a o.. • q Qy `"^ � �_ 9 9 40'-0" (3) ' - L H WALL STEP ANG JOIST IN51DE HERE JOIST OVER WALL HERE 8„ �- — - —— — — — — — — — — — —.— - — — - - — — — — — — — — — — — — — — - — — — — — — — -- BEAM ON PC44 ON 4x4 POST I, ON A5U44 (TYP.) I- 55TB1G EXTRA WIDE FT'G EDGE OF FULL I I DOUBLE STUD I; I 8'-4" 9'-01, 9'-01, I' I I . .: o p EXTRA WIDE FT'G 3 112"X 9 112" LVL 3 112"X 9 I/2" LVL - ' 3 1/2"X 9 112" LVL a /2"X 9 I/2" LVL. Ln J p r. I , N I I o 8'-4" I N 0 24"x24"x 1 2" FT'G PAD I . W/(3) #4 BAR EA WAY oo I I • I U) (TYP.) Ln In m WAC. R408.2 Under-floor Ventilation. The minimum net area of ventilation I I _ openings shall be 1sq.ft. to 300sq.ft. J0I5T OVER WALL HERE I. of under-floor area. One vent opening I I shall be within 3 ft of each corner of I ABUGG 1 the building. WALL STEP SSTB I G I 1 2 3/4 I I - II L - - -.- - - - - - - - ---. - - --- — — - - --- - -VI _ - - - - - - - --- a C21- N L — � - - - - - - - - -- - - - - - - — - - - - _ � : —I HANG JOIST INSIDE HERE LILL EXTEND FT'G TO EDGE OF FULL PILLAR FT'G T- 10° D �l L/ DOUBLE STUD i j 4'-0" 36'-0" AUG 1 40'-0" 2 - CFoundation 1/4" = 1'-0" 1 QoaT T°�ys CITY OF PORT TOWNSEND mo DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT mow^ ` CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BY 3:OOPPM FRIDAY. DATE OF INSPECTION: / o 2t)Lo PERMIT NUMBER: 1 --t�s J �� SITE ADDRESS: L. CONTACT PERSON: PHONE: TYPE OF INSPECTION: (5 -(�L/�� 10 ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before / checked at next inspection proccee)edin�. Inspector i C (L 1' o Date w �� Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. �oF PORr T o�ys CITY OF PORT TOWNSEND �v DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WASH CALL THE INSPECTION LINE AT 360-385-2294 BY 3:OOpm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BY 33:OOP/M FRIDAY. DATE OF INSPECTION: l� PERMIT NUMBER: A L� I o �' / 5— SITE ADDRESS: 2`7 3`? �� I" Sf2� - CONTACT PERSON: PHONE: TYPE OF INSPECTION: � �L T- l 'e �'7 t 0/1J L�1��fz� �� ►J r I�k� doq oT +0 0—( ( ,u -iv-\ I ki 0 V zc�EL �'Izt ..R__j4 ❑ AP RO, ED APPROVED WITH ❑ NOT APPROVED CORRECTIONS - Ok to proceed. Corrections will be Call for re-inspection before / ecked at nest inspection proceeding. r > Inspector Date S OS Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. t QORT TO CITE' OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT TWA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: (Q PERMIT NUMBER: Xh 0 q SITE ADDRESS: 2 5 3? zFa :S—(—wzi CONTACT PERSON: PHONE: TYPE OF INSPECTION: -A—P %k)6 r-F 1.!L SFE-A�- (D1 )tK-001 &t' o 6JIkAbCJ TK- ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections ill be Call for re-inspection before j� checked ,at next inspection proceeding. Inspector I L. / l- �(ll� Date (J �3 '0C Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. CITY OF PORT TOWNSEND DEV L—OPMENT SERVICES DEPARTMENT 181 Quincy Street, Suite 30IA, Port Townsend WA 98368 LUMBING CERTIFICATION PRESSURE TEST BUILDING OWNER �!C PERMIT# ! - ADDRESS F- 1 DATE OF TES PLUMBING CONTRACTOR P V1. _ LICENSE# GROUND WORK ROUGH-IN PLUMBING FINAL DWV WATER SERVICE Air PSI Air C' d ---PSI Water Z6 Head Water Time Working Pressure :0 Minutes Time -73 Minutes NOTE: TESTING REQUIREMENTS(SECTION 318 UNIFORM PLUMBING CODE)MINIMUMS: Water Test— 10'Head— 15 Minutes Test at Working Presure Air Test—5#PSI—15 Minutes 50#PSI— 15 Minutes I hereby certify the information provided above is the result of the Plumbing System pressure test conducted by the undersigned at the indicated address and date_ Misrepresentation of this certification is a gross misdemeanor under RCW.9A.72.040 subject to a tw ear statute of limitation_ VISUAL SYSTEM INSPECTION IS REQUIRED BEFORE COVER. i Signature lef Date O�QORTTO� CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT TWA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE I PECTION. FOR MONDAY INSPECTION,CALL \BY 3:OOPM FRIDAY. DATE OF INSPECTION: 916zo PERMIT NUMBER: 0 SITE ADDRESS: CONTACT PERSON: `n C P7-4.- E: fAk S_�� TYPE OF INSPECTION: �i�>�{U ) J C. � . () 0 1A OK 7�6: bofi- 11- ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector IL A Lo Date Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. •j �� .� Y , } 4 ! S Lp f t d Yi MIR R aA 0Y w a A , Mon prim r k • r K !y4 4 12? r `� t•9 tt % iix �'p ti' "�.�r i ikx' �Y R�� v, � r , 'R • 'r» , �'4k, �U;-. ` a ^17 t `c' ke, 'Y2. S t e z * �1-`te , Mv' VON 'a nvxi r c '•t4.r, x.�' �, ,.�« k" 3 K��,�two" � lY ¢�' - a'+,{.�� Lt x 'x ( a x � �. R x � kygt ...,�`- .� yMy ,:sr ". ,�a��g�yr �t� Z'^ ' gg,a .0 {.'" L4 R +• i�,,,,t ��s ' Aac-,T., i „axe s 1. 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Y? 1 f aF x, a - .+3 v st , ' Mu «,EP°�� SEEMS $ 4 _ an r Y frxxb� C 4 443 t�i� �Y41"� « ';[ Gam' f�Y1 O"IrOw-3 ro✓irfy�� _ s 3; , �.1 r - Y v�1•�'Rt,A' .Z ,',i Oil 10, 4`Il t $ vvj,fit § Y h x 4 b ki t Q ff�t. r�c'k as�•ff � �d��s ��++,, r L t���tr.� xy�y iir:.�� ��t �,1�° t"�s ..�I{{ ir'�SI F���i���' �� TO Y r > " A 1.•." yp�- ..J 4 t +v k f t.'1 ff@1�C�''" 1 �•� f t S �i`a ia;gg4 �t �t'T�l'r` R�.: � `: � z!•i� �i:.�� �� el, j�}# ° tug� 4 dk .,. took A too MOO Soo Avy + YIN jwy qQ tip it r V a > k 'e, AT Aa I i- 14. > a t ?> y P e eJob Cover Sheet Page 1 of 1 LOD l -il5 P,, ,.17 C ®®®®®®SYSTEbs Engineering eJob 9/24/2009 This eJob is prepared exclusively for: Woodinville Truss, Inc (147) PO Box 558 Woodinville, WA 98072-0588 Work Order: 192209 Job Customer: KINGSTON LUMBER Job Name: BRINCH Job Address: 2537 EDDY ST PORT TOWNSEND Truswal ID: T383227.J415077 I hereby verify that this document was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer. I am responsible for the design of each component detail only -- not for the proper manufacture of the components. This document is no longer valid if any modifications are made to it . ITW Building Components Group 4445 Northpark Drive, Suite 102 Colorado Springs, CO 80907 800-322-4045 ID -------, j � 0CT - 7 09 CIiY OF PORT 704YNScND _ C;D file://C:\Documents and Settings\TransfersC\Local Settings\Temp\rad31E43.tmp.O.eJob\eJ... 9/24/2009 eJob Table of Contents Page 1 of 1 ®��® ®®®®A®®SYSTEM Engineering eJob 9/24/2009 Table of Contents Page No. Truss Label Page No. Truss Label Page No. 11 Truss Label 1 A-BLK1 2 A-BLK2 Page 1 ITW Building Components Group 4445 Northpark Drive, Suite 102 Colorado Springs, CO 80907 800-322-4045 file://C:\Documents and Settings\TransfersC\Local Settings\Temp\rad31E43.tmp.O.eJob\eJ... 9/24/2009 eJob Scope of Work Stateme Page 1 of I MjMAMA SVS TE111LS Engineering eJob 9/24/2009 Truss Engineer Design Responsibilities The engineer's signature on this design certifies that the individual component depicted, if built with the materials and to the placements and tolerances specified, will bear the loads shown on the drawing. Users of the component are responsible for determining that any as-built component conforms to the design. The loading and dimensions specified have been provided by others and have not been verified by the signing engineer. The building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual use of the individual component. The building designer is responsible for ascertaining that the loads shown on the designs meet or exceed applicable building code requirements and any additional factors required in the particular application. The engineer's seal on the attached component designs indicates acceptance of professional engineering responsibility solely for the design of the individual component assuming that the loading and dimension requirements are as represented to the engineer. The suitability and use of this component for any particular building is the responsibility of the building designer in accordance with ANSIITPI, Section 2. The engineer certifying this component is not responsible for anything beyond the specific scope of work set forth above, including but not limited to, the loading factors used in the design of the component, the dimensions of the component, the transfer of lateral loads from the roof and/or forward to the shear walls down to the foundation, connection of the components to the bearing support, the design of the bearing supports, the design and connection to the shear walls, the design of temporary or permanent building bracing required in the roof and/or floor systems, transfer of vertical loads down to the foundation, the design of the foundation or analysis in connection with the roof and/or floor diaphragms of the building. This is a high quality facsimile of the original engineering document. A wet or embossed seal copy of this engineering document is available upon request. ITW Building Components Group 4445 Northpark Drive, Suite 102 Colorado Springs, CO 80907 800-322-4045 file://C:\Documents and Settings\TransfersC\Local Settings\Temp\rad31E43.tmp.O.eJob\eJ... 9/24/2009 eJob Table of Details Page 1 of 1 mutiWAL ®®®®AR®®SYSTEMS Engineering eJob 9/24/2009 Required Details* Other Available Details* hftp://www.itwbc-g.com/trussconnections.php *Sealed versions of these details are available upon request. ITW Building Components Group 4445 Northpark Drive, Suite 102 Colorado Springs, CO 80907 800-322-4045 file://C:\Documents and Settings\TransfersC\Local Settings\Temp\rad31E43.tmp.O.eJob\eJ... 9/24/2009 Job Name: BRINCH Truss ID: A-BLK1 JID:415077 an K-LOC BRACT SIZE Ill D TC az4 HF 16501-1 a*1PM)=PLATE MONITOR US®•See Joint Report** UPLIFT REACTION(S) : 1 0. E-12 ills 5.501, 1.84" BC Zz4 RF 1659P-1..5H 81 Designed per ANSI/TPI 1-2002 Support CAC Wind Non-Wind 2 11- 9. 4 Eels 8.80" 1.80" WEB Zz4 HF STD 4 DTR This design does not account for I term 1 -93 lb 3 EB- 9. 4 1144 8.80" 1.881, GBL Big az4 Of BID 4 BTB time dependent loading (creep). Building 3 -90 lb RED RBQUIREt1BM shows are based ONLY Refer to Joint QC Detail Sheets for Sell gne r anat account far this. This tans is designed using the na the tress material at each bearing fq factors and Rotational Tolerances. THIS DESIGN L4 THE COMPOSITE RESULT OF ASCa7-Osi wind specification, NAB DHPL.ECTION (span) : IRC/IBC truss plate values are based on MULTIPLE WAD CASES. Bldg Enclosed = Yee, Iaoortaace Factor 1.00 L/s8s 17-1 8-s (LIV�) LC Z1 testinngg and approval as required by IRC 1703 IF THIS TRUSS IS CARRIED IN A RAN6a6 THAT Taws Location -Not lad Lone L= -0.07" D= -0.07" T= -0.14" and ANSI/TPI and are reported in available OANGEB is BASED ON I.S" HANGER NAWA FOB Harrir4,na/Ore.. Lim =No Category = B aMCALIO lM FORM' document ESB-1118. 1-PLY AND 3" BANGER NAILS FOR MULTI-PLY B1 90.00 ft, Bldg Width 40.00 ft TC cmlr. / 7'at4. 0. Cai d8 dH 1•a •tale t.1d�/ u�i.e0�o.a4 Gable studs shown without plates are to 6e CARRYING MEMBERS. Zp 2.8" GUN NAILS ARE Mean Too height - 12.81 tY, aph - 88 a•a su 1.1E/ la7 1.e0 O.a4 conaected with (5) 16 go. staples at each USED, THE MANGERS MUST BE RE-EVALUATED A.507 II Standard Occupancy, Dead Load = Ica par a•a a4a t.ta/ toe 1.sa 0.aa {plot• (By OTHERS). Designed as Main wind Force Resists System 4•e •1s4o 1.1E/ ea 1.eo o.aa AS a toagg ys C87-OB SNOW WAD DESIGN ClI7'HRIA: Loaded for 10 PSF sou-coneurrest BOLL. - Low-rise and Component*and Cladding at tutu. om. / 7at9. DUE, Csi Pg 32 par, Cc =1.00, I =1.00, Ct = 1.10 Mark all interior hearing locations. Tributary Area - 52 sqft 6.7 -an,1.80/ e74 t.tB O.30 PfLin = 20 par Install interior suppert(s) before erection. 7-o a41.e0/ 07a t.ta 0.47 20 r bottom chord live load NOT repaired Ma use e�����ate ateplee for gable blocks. REPAIR- T® KINGPOST AND VERTICAL BLOCKING 7•e •an,1.s0/ 97a t.1a .00 01011 this truss, r IRC/IRC requirements for SMIING DRSIG19 MOST VERIFY GABLE WADS RUST BE REMOVED TO ACCOMMODATE A WINDOW 8-9 14 1.ae/ lose 1.1E O.na 0.10 -t4 t.00/ toso t.1a o.a6 attics with limited storage. AND LAVE WADS, IF APPLICABLE. THIS TRUSS MEASURING 2-0-0 WIDE BY 3.4-0 TALL. 10.11 .13 1.00/ 102a 1.11E o.a0 IS DESIGNED TO SUPPORT TOE WADS SPECIFIED n COtw.(t0a.>/ 7Am. eua. C81 BASED ON TEE O.C. SPACING AND ANY ALL PLATES, UNLESS OTHERWISE NOTED, a-7 / eta 1.aa o ' ADDITIONAL WADS SHOWN. MUST BE INTACT AND PRESSED IN In a-s -al4(t.ts)/ toe t.a0 o.0 [+1 gable bracing required 0 58" intervals, a-s 00)/ 4sa t.13 e.aa if a:ppoosseedd to wind load applied to face. WOOD PER TPI. 4-s -a7a 1.1E)/ Bs i.ae 0.io See ITWBCG's Goble Brat! Retails. ADEQUATELY SUPPORT TH8 TRUSS 4-to / zss t.as o.0 Bracing • UNTI 13-0-0 13-0-0 • L THE REPAIR IS COMPLETE. `1 2 13 4 SI ATTACH THE SCAB(S) AS SPECIFIED W/lOd WHERE INDICATED. DISBETNL .2x4 42 By 6-0-0 * DITTRIUTETHE NAII SCARS B VE1YY ON ONE FACE. IF LATERAL BRACING IS REQUIRED, ATTACH 8.00 8.0 THE BRACE TO THE SCAB. 3 R3X4 • APPLY GUSSETS SHOWN WITH THE NAILS 3 3 SPECIFIED PER GUSSET. 3 3-(10d-TYP.) * USE OSB OR PLYWOOD-IQN. SPAN RATING (24/18). 2.5X4 24"WIDE BY 40"HIGH In NA off S MUST BE EVENLY DISTRIBUTED THRg-gd 9-Bd WINDOW AREA.2.SX4 MII ADEQUATE FHNG AROUND WINDOW BY OTHERS. ** 9- -7 5 9-8 3 3 3 3 �3 TRUSS HAS CONTINUOUS SUPPORT FROM 0-0-0 TO 12-0-0. 10-0-3 SHIP 3X7 3X7 2 = 0-4-7 P, 1.5X4 S=3X4 1.5X4 0-4-7 9-8d 9-ed 3X7 R:896# J �'Y 2x4-#2 By 5-0-0 �. l. tP ON ONE FACE. W g OVER SUPPORT AS SHOWN. 26-0-0 ? t6 7 8 9 10 117 4V: % ** 7/161n.OSI3 APA Span Rated 24/16 Exposure 1 -12"02" ON ONE FACE.POSITION AS SHOWN. /( fAL All connector plates are ITWBCG Wow 20 ga.,unless preceded by"H"for High Strength 20 ga.,"S"for Super I EXPIRES:111m7120'10 Strength.Plates are to be positioned per Joint Detail Reports.Circled plates and false frame plates 9/24/2009 are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates(or staple). 335 -®Weodinvil jrass Read all notes on this sheet and give a copy of It to the Erecting Contractor. Cunt: KINGSTON LUMBER(� This design is for an individual building component not buss system.it has been based on specifications provided by the component manufacturer WO t Drive_j_192209_100005_O0001 and done In accordance with the current versions of TPI and AFPA design standards.No responsibility Is assumed for dimensional accuracy.Dimensions are to be verified by the component manufacturer and/or building designer prior a fabrication.The building designer must ascertain that the loads � a't H #L.0 or27 HT: 234# T R U S WA L utlleralzei on this design meet or exceed the loading Imposed by the local b1i1dIng code and the particular appllcatkm.The design*,sumo*that the top chard TC Live 25.00 psf LiveDar L=1.15 P=1.15 Is letgy braced by the root or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached,unless otherwise TC St1Gw(Pf) 25.00 pelf StlowDur L=1.15 P=1.15 noted.Bracing shown is tor aural support of components members only to reduce buckling length.This component Shag not be placed In any ®SYSTEMS envlronenithat will 0m moa w nt turanteofthewoodaexceed19-an/orcause dconnector pleaco"o,lon.Fabricate,handle,install TC Dead 7.00 psf Rep Hhr Bud / Comp / Teas an md brace thi cause s truss in accordance with the following sandarda'Joint and Cutting Detail Reports'available as output from Truawal software, BC Live 0.00 per 1.15 / 1.10 / 1.10 IM Building Components Group,Inc. 'ANSVTPII',WTCA1'-Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 per O.C.Spacittg Z. 0- 0 444E Northpumir Dr.SM.10Z Cob.Spga.,CO 00907 (SCSI 1-03)end'SCSI SUMMARY SHEETS'by WTCA and TPI.The Truss Plate Institute(TPI)is located at 583 D'Onofrio Drive,Madison, TAUSPLUS 6.0 VGA: T6.5.7 I Wisconsin 53719.The Amarlcan Forest and Paper Association(AFPA)is located et 1111 loth Street,NW.Ste 800,Washington,DC 20038. I Bldg Code: IRC-2006 DM RATIO: L/240 TC: L/1 Job Name: BRINCH Truss ID: A-BLK2 JID:415077 BBG I-Lac REACT SIZE RE 'D TC Bail RF 105OF-1.51 Designed per ANSI/TPI 1-2002 UPLIFT REACTION(S) t 1 0. I-I8 1878 3.80" L.1On SC 2x4 HF IOSOF-1.51 This design does mot account for loonngg term Sappert CAC Wind Nos-Wind 2 25.10. 4 1278 3.50" 2.10" WEB 2x4 OF STD a BTR time dependent loading (creep). Be Idimg 1 -83 16 BR6 RMUIBEIUDIITS shown am based ONLY GOL BLE 2x4 RF STD A BTR Devi e r met account for this. 2 -83 Itsan the truss material at each bearing THIS DESIGN IS THE COMPOSITE RESULT OF Refer to Joint QC Detail Sheets rider This truss is designed using the MAX DEFLECTION (eppsaam) : MULTIPLE LOAD CASES, Cq factors and Rotational Tolerances. ASCET-05 Wined Specification L/000 MEN 7.8 (LM) LC 31 IF THIS TRUSS IS CARRIBB IN A HANGER, THAT C/IBC truss plate values am based on Bldg Enclosed - Yes, Iaportaace Factor - 1.00 CR -0.05" B= -0.05" To -0.10" HANGER IS BASED ON 1.8" BANGER NAILS FOR testa and approval as required by IBC 1703 7room Location - Not End Zone CatIIcicomp row' 1-PLY AND 3" HANGER NAILS FOR MW.TI-PLY and ANSI/TPI and are reported in available Barricane/Ocam Lime No Hal Cate - 1 rc cow. uoa. / Te1a.we. fatp go 1•n -leas 1.1s/ 71 1.s0 o.s4 CARRYING MBI>OERS. IP 8.6" GUN NAILS A81 document BSR-Ills. Bldg LLee��ttyy 80.00 ft, Bldg Width= 40.0o ft a-3 - 1 is 1,13/ its 1.60 0.54 USED, THE BANG8R8 siO3T BE RE-HVAWATBD Gable studs shown without plates are to be Ilona rooP heigbt = 12.01 ft, sph 85 3.4 -1104 1.13/ 112 3.60 o.ss (BY OTHERS), connected with (5) 10 a staples at each ASCE7 II Standard Occupancy, 4.3 -lass 1.13/ 71 1.00 :mail B P cForce , Dead Load 10.2 psf Loaded for 10 PSP non•casearrent BOLL. _lolat. Designed as lsim Wind Force Resisting System BC 47a0.(Diii Two.(((MR.) COI Hey 11ne adegmte stapples For gable blocks. CE7-05 SNOW LOAD DESIGN CRTTRRIAt - Low-rise and Components and Cladding e-7 i 1a»{1.1a 0.sa BUILDING DESIGNER MU87 Yum GABLE LOADS P� = 38 per, Cc -1.00, I -1.00, Ct a 1.10 Tributary Area = 52 sqft 7-9 1 1.09 y 1a31 1.te 0.32 AND HAVE LOADS, IF APPLICABLE. THIS TRUSS Pflsia - 80 paf REPAIR. THE IMPOST AND YEETICAL BLOCKING s-e -1 1.90 y 1231 1.15 0.as 78 DESIGNED TO SUPPORT THE LOADS SPBCIPIBD 80 r bottom chord live load NOT required s-10 1 1.w y 1331 1.15 o.sa par 'Oq' MUST BE REMOVED TO ACCOMMODATE A WINDOW 10.11 / tins t.ls o.34 BASED ON THE O.C. SPACING AND ANY one this truss, per IBC/UC requirements for n COw(�I/ Tali al ADDITIONAL LOADS SHOWN. attics with limited storage. MEASURING 2-0-0 WIDE BY 3-4-0 TALL. L-7 / ass 1.aa3 O.Is [+] gable bracing required s S8" intervals, a-e -ae0(1.13)/ e7 Imes)o.as if exposed to windad applied to Taco. ALL PLATES, UNLESS OTHERWISE NOTED, a-e -17(1.e03y 19311.is o.37 See IrMCG's Gable Bracing Details. MUST BE INTACT AND PRESSED IN THE 4-s sae 1.13 y e71.90 o.es WOOD PER TPI. 4.10 / seaI.as 0.13 I 13-0-0 13-0-0 • ADEQUATELY SUPPORT THE TRUSS 1 2 3 4 5 UNTIL In REPAIR IS COMPLETE. • ATTACH THE SCAB(S) AS SPECIFIED W/10d WHERE IND CATED. 2x4 42 By 6-M • POSITION TU SCABS AS SHOWN. • DISTRIBUTE THE NAILS EVENLY. 8.00 ON ONE FACE. 8 0 IF LATERAL BRACING IS REQUIRED, ATTACH THE BRACE TO THE SCAB. 3 R3X4 3 • APPLY GUSSETS SHOWN WITH THE NAILS 3 3�10d-TYP.) a SPECIFIED PER GUSSET. 24"WIDE BY 40"HIGH USE DISK OR PLYWOOD-MIN. SPAN RATING (24/10). WINDOW AREA THE NAILS MUST BE EVENLY DISTRIBUTED THROUGHOUT. g 2.5X4 3 2.5X4 ADEQUATE OFRAMING AROUND VER CONTINUOUS WINDOW WWSUPPORBY OTHERS 9 -7 c� 3 3 3 3 g 10-0-3 TRUSS IS T. SHIP 3X7 3X7 2 Looeal 2 0-4-7 S=3X4 5 5d 3X7 1.5X4 � 5-8d SAME AS JOINT 7. y1pSN�r 1.5X4 2x4 42 By 5-0-0 ON ONE FACE.26-0-0 s 17 e s 10 11 �. 7/16in.OSB APA Span Rated 24l16 Exposure 1 -12"x12" =;; 71 l ago ON ONE FACE.CENTERED. S�4VAL , OVER CONTINUOUS SUPPORT All connector plates are ITWBCG Wave 20 ga. unless preceded by"H"for High Strength 20 ga.,"S"for Super I EXPIRES:1110712010 Strength, e ngth,Plates are to be positioned per Joln)Detail Reports. Circled plates and false frame plate :topic). P 1 9/24/2009 a positioned as shown above. Shift able stud plates to Ovoid overlap with structural plates or ate le. 335 - Woodinville A Truss Read all notes on this sheet and give a copy of/t to the Erecting Contractor. Cast: KINGSTON LUMBER (WA ) This design Is for an Individual building component not buss system a has been based on specifications provided by the component manufacturer WO t Drive-J_182208_L0000H,J00001 and done In accordance with the current versions of TPI and AFPA design standards.No responsibility Is assumed for dimensional accuracy.Dimensions Da r i 4LC 2$ WT: 234M a.to be verified by the component manufacturer and/or building designer prior to fabrication.The building designer must ascartaln that the bads Re T R U S WA L u3111ed on this design mast or exceed the loading Imposed by the boat building cods end the particular spplicaban.The design assume,that the top chord TC Live 25.00 par LiveDur Ls1.1$ P-1.1$ Is laterally braced by the root or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached.unless otherwise TC Snow(Pf) 2$.00 pelf $eowDnr L=1.1$ P=1.1$ noted.Bracing shown is for lateral support of components members only to reduce buckling length,This component ehal not be paced In any ®SYSTEMS environment t te hat will cause the moisture connt of the wood to exceed 18%end/or caws connector plate wrtoslon.Fabricate,handle,Install TC Dead 7.00 psf Rep Mbr Bed / Comp / Tens antl brace this truss in accordance with the following standards'Joint and Cueing Detail Reports'available as output from Truawal saf-it, BC Live 0.00 psf 1.15 / 1.10 / 1.10 SM Building Components Group,Inc. 'ANSVrPI 1',WTCA V.Woad Trues Council of America Standard Design Reaponelbilniss,'BUILDtNG COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf 0.C.$pacing a- 0- 0 4443 NorMpara Dr.Ste.102,Cob.Sp ga.,CO 80907 (SCSI 1.03)end'BCS]SUMMARY SHEETS'by WTCA and TPI.The Truss Plate Institute(TPI)is located at 583 D'Onofdo Drive,Madison, TRUSPLUS 6.0 VEY: TO.5.7 1 Wisconsin 53719.The American Forest and Paper Association(AFPA)is located at 1111 1Bth Street,NW,Ste 800,Washington,DC 20038. Bldg Cede: IRC-2006 DEFL RATIO: L/240 TC: L/1 o�P°RTT°1P CITY OF PORT TOWNSEND ms�o DEVELOPMENT SERVICES DEPARTMENT �- -' INSPECTION REPORT TWA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: 9/2 PERMIT NUMBER: �"—� SITE ADDRESS: CONTACT PERSON: ,,P11HONE: TYPE OF INSPECTION: l �— O (--� �� ( L(/J Cp ;�l ou-)k� AVILIUAC_ —TO— 0.J 7_ W 1AJX6 cJ l Or 2c� �A Coo c/ � �t L(S 6-041�IL �� S J� vF-- ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before 1 l checked at next inspection pro ding. Inspector_ �`��!� ce Date 21 Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. OR IN V;I A .................. vb� WFOT!V,,�, "M 12- 'tP I'M ?pp qA ot mw 31 odlaZ > jSrid l an 1 � ■ t� P� N� q { vg ' �"'4.�7t� yrr •a a C `'d� ..„ '- . SUN, so�1 Ull } 1 TOY All Azov 1E rea n a.d r -may 4 , .� �' r t y �bYF � '�'�^'-'r-^qr � � �,�',�s� � •, l�'Ij �t rZf. .. zi `"�� •�ALis ri Aa AA es zoo 14 qpk t'" � vet x#� w,x .. �,• �'•''�. � r� � :�'& � w.#� rs ,« �y. ix.".«��•,��x ,.- �.... ��'� _... :�.+k:i�itirsi >, �- „�' � .'?;ri ,. . ��=A �' QORT TO a� Sys CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT mow^ CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: 9// (, PERMIT NUMBER: V l l J SITE ADDRESS: CONTACT PERSON: PHONE: TYPE OF INSPECTION:-- LLo&2 -- aKPM 1/vCo IP ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection �P; ing. Inspector 1 C.� ��} Date S Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. QORr CITE' OF PORT TOWNSEND o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIIDAY. DATE OF INSPECTION: k PERMIT NUMBER: SITE ADDRESS: CONTACT PERSON: PHONE: TYPE OF INSPECTION: 1� S tUE:C' 10o �E:o t �2{z / 0 U t m :SA) 1 AJO�7 LL 2 v ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections wil be Call for re-inspection before checked at next inspection proceeding. Inspector C / (/PL� Date / Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. QORT T°�y�� CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT TWA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: PERMIT NUMBER: RLDM— [ 1 5 SITE ADDRESS: AS 37 EJA i/ CONTACT PERSON: PHONE: TYPE OF INSPECTION: (;low►": N o r 0,cdl -rot 2 y\5.per--f ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at nest inspection proceeding. Inspector ")� / Date �'`3l 60 Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. QORT T°1k,s CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT �wAs� T r CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE IN PECTION. FOR MONDAY INSPECTION,CALL BY(3::OOPM FRIDAY. DATE OF INSPECTION: 8j2—q10 PERMIT NUMBER: SITE ADDRESS: Z`j 3? —% CONTACT PERSON: PHONE: TYPE OF INSPECTION: OK' -T tu (;. 10:1APPR0:VED) ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector (C / Y L(J Date 8 2y 69 Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. pORTTp�y CONSTRUCTION PROGRESS RECORD 0 CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port'Townsend,WA 98368 POST THIS CARD IN A SAFE,CONSPICUOUS LOCATION.PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY.STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 987300908 PERMIT NO. BLD09-115 ISSUED DATE 07/21/2009 EXPIRATION DATE 01/17/2010 ADDRESS 2537 EDDY STREET CONSTRUCTION TYPE V-B OCCUPANT LOAD OWNER BRINCH TRSTE JENNIFER L F PROJECT DESCRIPTION NEW SFR CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP SATE COMMENT INSPECTION INSP SATE COMMENT EROSION CONTROL GWB tC / ��05/ fllEfQ� IN SETBACKS SURVEY PIN Irk �L o FINAL PUBLIC WORK FOOTING 'Z 41, FINAL BUILDING f I �90 �pl2�S a UFER Q tLo012 ��4 AP rzo lG� D SLAB INSULATION /� FOUNDATION WALL I(,1� 9 3 0 �atg 1 e� $ AIDT-AfP)9,vOVe-� FOUNDATION DRAIN SLAB MISCELLANEOUS SHEARWALL$ HOLDOVI FRAMING n AIR SEAL lice PLUMBING PbUMONG-WRATUIRIA INSULATION MZC4AA11C4 L iQ1Ct� /0 /3110 TO REQUEST AN INSPECTION CALL(360)385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. L N rc T�O. oe� CITY OF PORT TOWNSEND n PERMIT ACTIVITY LOG PERMIT # L-D 0 15 DATE RECEIVED SCOPE OF WORK: DATE ACTION INITIALS z ENTERED INTO CHET CHECKED FOR COMPLETENESS S S n Ll s - 9 Z R v-r J 4-.� oat s ' G 04'1' B a c k 1 C,,1 ` oG2 /3't" I- ize v , 0 ( awn `(2G.., 309 s J;n u M ' ,)��WOA' w a(*. 13 Pia 1 .P�v►1..cu �r a. IL, Zoning: — G/' �� c'�i�? < - - d���dh — r G✓In �� Setbacks OK? �o �a u S —y' 4<'; .0 d Lot Size: S 5D Azo o - 'NSW. fo ,- kf Building Size: GJDs f w Z J- d rEA . � eh- 2-ago ,f -,tf yak ___ _7_f - J) Lot Coverage: 0 /V a FAR OK? qts, Height OK? — 2 Ore Parking OK? ,)S �- _ i /9Xd=3 3� - /!rkp,,, Critical Area? ,2 Go,m d6-- (IU ' d .0 0 0 - 7� Demo? _ Historic Rev? Vol Notice to Title? No , Lots of Record? Ivb . I* let 21; ZZ , / jye C,04ArVold61C to - Cam,` ,/"• old-��i�', I .. VORTT BUILDING PERMIT City of Port Townsend Development Services Department �W 250 Madison Street,Suite 3,Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-115 Permit Type Residential - Single Family-New Project Name NEW SFR Site Address 2537 EDDY STREET Parcel# 987300908 Project Description NEW SFR Fee Information Project Details Project Valuation $90,417.28 Decks—Residential(Covered) 56 SQFT Plan Review Fee 604.99 Dwellings—Type V Wood Frame 944 SQFT Energy Code Fee-New Single 100.00 Units: Heat Type: ELECTRIC BBH Family Unit Bedrooms: 2 Construction Type: V -B Mechanical Permit Fee per Dwelling 150.00 Bathrooms: 1 Occupancy Type: R-3 Unit- New Residential Plumbing Permit Fee per Dwelling 150.00 Unit-New Residential PLAN REVIEW DEPOSIT 150 150.00 PLAN REVIEW REFUND 150 150.00 Building Permit Fee 930.75 State Building Code Council Fee 4.50 Technology Fee for Building Permit 18.62 Record Retention Fee for Building 10.00 Permit Site Address Fee 3.00 Total Fees $ 2,271.86 Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner f he property or au ized agent of the owner. Print Name V1 DL-�E� CA Date Issued: 07/21/2009 Issued By: SFOSTER Signature Date Date Expires: 01/17/2010 o�VoRTro�y BUILDING PERMIT s City of Port Townsend ` w Development Services Department 250 Madison Street,Suite 3,Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-115 Permit Type Residential- Single Family-New Project Name NEW SFR Site Address 2537 EDDY STREET Parcel# 987300908 Project Description NEW SFR Names Associated with this Project License Type Name Contact Phone# Type License# Exp Date Applicant Brinch Trste Jennifer LF Owner Brinch Trste Jennifer LF Contractor Owner Builder (360)379-6471 STATE exempt 12/31/2009 ***SEE ATTACHED CONDITIONS *** Ca11385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name Date Issued: 07/21/2009 Issued By: SFOSTER Signature Date Date Expires: 01/17/2010 pFPo.RTrpwy BUILDING PERMIT City of Port Townsend Development Services Department �W 250 Madison Street,Suite 3,Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-115 Permit Type Residential - Single Family-New Project Name NEW SFR Site Address 2537 EDDY STREET Parcel# 987300908 Project Description NEW SFR Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 20. This lot is part of the Phoenix Addition Plat Alteration#1. Conditions listed in the Covenants and Declarations as conditions of short plat approval include: 1) Each lot is limited to construction of one single-family detached dwelling unit that complies with the following setbacks for R-III: 20 feet in the front or 10 feet in front with side or rear parking, 10 feet in the rear, 10 feet on sides next to a right-of-way and 5 feet on sides next to neighbors. The applicants' site plan indicates rear parking with a front yard setback of 14'4", 10 foot north setback next to 25th Street, 10+feet in the rear adjacent to Howard Street,and five+feet on the side next to the neighbor to the south. The side to the south also includes a five-foot sewer easement per AFN 512305. No structures or permanent storage or any other use that may interfere may be placed within this easement area. 2) Roofarea is limited to 2,000 square feet-residence has 1,257 square feet. 3) Driveway with a maximum width of 16 feet-driveway is shown on the site plan as 11' 8'3/4"wide; 4)And a plan to collect,treat and infiltrate impervious surfaces on site-the applicants have proposed a rain garden in the back yard. 5) All exterior building mounted lights shall be shielded and pointed downward;the use of mercury vapor,hallogen or other high-intensity exterior lighting is prohibited. 6) The lot is subject to the Tree Conservation Ordinance. The minimum number of tree units to be retained and/or planted in the R-III zone is 30 tree units per 40,000 square feet. On the 5,000 sqaure foot lot 4 tree units must be planted or retained-the applicants have proposed planting 9 conifer trees 3-feet high at time of planting. The applicants have stated that two dead trees are on the west side of the property. These "hazard trees" may be removed. The applicant or representative shall sign a Tree Conservation Affidavit form prior to receiving the building permit. 7) All stormwater c 30. Trees and the raingarden are to be installed prior to the applicant's obtaining a certificate of occupancy. Ca11385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name Date Issued: 07/21/2009 Issued By: SFOSTER Signature Date Date Expires: 01/17/2010 DeV41/o meet Service s es pOR7TO'�y 250:Madison Street Suite 3 Port Townsend WA 98368 Phone: 360-37975095 9 : , Fax.-'4 3607344=4619 '�grwa www:cityofpt.us Tree Conservation Affidavit Form BUILDING PERMIT/SITE DEVELOPMENT PERMIT NO. BC00-11S_ THIS PERMIT AUTHORIZES C TO BEGIN WORK IN IX Add, f C�) Pod A-/ 'kM'A6,/4// SUBDIVISION AND/OR AT THE FOLLOWING ADDRESS elk. 9 L c) � s Z s- a f --e E THE AUTHORIZED PERSON ACKNOWLEDGES THAT HE/SHE IS RESPONSIBLE FOR TAKING ADEQUATE STEPS TO: 1. Protect the tree retention areas on this lot as identified in the tree conservation plan � 11 I (normally the front, rear, and or side yard areas) in accordance with the standards of lv� +ram Chapter 19.06 -Tree Conservation. 2. Field locate, mark, and protect all tree conservation areas on the site during I construction. Marking shall consist of tape, ribbon, or tags attached to the retained trees Gad and protective fencing secured by posts set at least 12" into the ground installed in accordance with the requirements of 19.06.150. All tree identification and fencing shall be installed prior to site development and construction and shall remain and be maintained until home construction is 100% completed. 3. Install any trees on the lot required by the approved tree conservation plan. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL RESULT IN THE ISSUANCE OF A STOP WORK ORDER OR OTHER CITATIONS. CITY 0 F F I C I A APPLICANT (_!�- EFFECTIVE THIS . (9-_ DAY OF , 20 ©� NOTE: DISPLAY THIS PERMIT AT T4 MAIN POINT OF ACCESS AND VISIBLE FROM THE STREET. (Ord. 2837 § 1, 2003). Page 1 of 1 1 7.. Unpaid workers can place a lien on your 12 • • • - property. 8. When problems arise, your only recourse is a 1. Make sure your contractor is properly lengthy and costly civil action—if there are registered. any assets of value to attach, and if you can 2. Be wary of contractors who ask.you to find the contractor. pick up the building permit. Insurance Plan your project carefully;"including • • on detailed plans, if necessary. 4. Try to get at least three written bids on Contractors are required to carry at least each job. $20,000 in property damage insurance coverage 5. Ask contractors for references. and$100,000 in bodily injury or death insurance. 6. Ask what inconveniences might arise. You are encouraged to verify the contractor's insurance coverage with his or her agent, as the 7. Obtain a written contract. department's records may not reflect current" 8. Make sure you understand the terms coverage. before you sign anything. 9. Be cautious about paying for work not yet Our information completed. 10. Put all change orders in writing. The Labor and Industries contractor registration 11. Make frequent inspections and consult information line your local building department. 12. Avoid making final payment until you 1-800-647-0982 have received a lien release from operates weekdays from 8 a.m. until noon and 1 to suppliers and subcontractors. 5 p.m., excluding state holidays. The information line allows you to check whether commercial and resi-dential contractors are registered and properly Risks bonded. • • Our staff can tell you if the contractor currently is registered, if action against the bond is pending, When hiring an unlicensed contractor and acting or if legal acton has been taken against the as your own contractor: contractor's bond in the past. 1. You are responsible for the medical and time We also can tell you how long a contractor has loss costs of employees injured while working been registered. on your project. Labor and Industries is an Equal Opportunity and Affirmative Action employer. The department complies with all federal rules and 2. YOU may be liable for all unpaid taxes. regulations and shall not discriminate on the basis of race,color, 3. Your homeowner's insurance may not cover national origin,sex,`reed marital status,sexual orientation,age, religion or disability as defined by applicable state and/or federal work done by an unlicensed contractor. regulations or statutes. 4. The law requires complete disclosure of all work that has been done on your home, if you resell. You may be required to do work over again that has been done without permits,or inspections. Non-disclosure can lead to civil action being taken against you. 5. You may be placing yourself and your family in a life-threatening situation,especially when hir- G ER SIGNATURE ing unlicensed people to install plumbing,elec- trical wiring,heating systems or wood stoves. 6. Suppliers can place a lien on your home for non-payment of materials by your contractor. yz Before ' hiring d�'t t889 t�0 I)e entof Z.c���or�and Indusbzes a contractor If you are a consumer interested in having work done by a contractor, this brochure can help you by: • Explaining how the Washington state contractor registration program works. • Describing how the contractor registration law protects consumers. • Outlining the requirements for contractors. Requirements • protection Washington state law requires all contractors The contractor registration law exists to to be registered. General contractors must protect consumers from incompetent and/or maintain a$6,000 bond and specialty fraudulent contractors. contractors must maintain a$4,000 bond. Requiring contractors to be bonded gives (Specialty contractors are those who participate consumers some financial protection against in no more than two trades and do not unsatisfactory or incomplete work. Dissatisfied subcontract work to other contractors.) consumers may take civil action to obtain It is against state law for any contractor to restitution by taking action against a contractor's submit bids or perform any contracting work bond in Superior Court. without being registered with the Department The law also requires contractors to carry of Labor and Industries. It also is illegal for insurance for property damage and public contractors to advertise without including their liability. It also ensures that contractors have a 12-character contractor registration number in current Unified Business Identifier(UBI) the advertisement. Account Number and Federal Employer Account Number. Any correspondence you send to a contractor Consumers and bus►ngsses need to should clearly state that bids will not be accepted Iq ,about prospective contractors unless the contractor provides a valid registration before contracts are signed, and before number. money is paid If you have questions: While the law does not guarantee perfect about a cont)w,gr or need more inforrriationabout'the.coritractor performance, it improves the likelihood that registration aw,call the=Department of the contractor does competent work. Labor and Industries on our state wide Registration toll free contractor registration; - • - • penalties information'line A maximum $3,000 fine and a misde- meanor infraction can be levied against any con- 1 -800=647-0982 tractor who performs work or submits a bid with- out being registered with Labor and Industries. C � �, o �- `1` -o \ OPEN A REA 1 NINE CONIFERS TREE5 3'HIGH DOWN SPOUT ) n SPACED 5'MINIMUM STAGGERED PIPE �X 100.09'PROPERTY LINE 14'-4" SHED COVERED x PORCH b I - . WATER I LOT 8 X_ I NINE BARK w O I ROOF OVERHA �.. I z 5'-0" I I } W I D151PATOR �f } wo w W J IR15 2 PROPOSED F- W O A1.1 _ �i� RESIDENCE - N CD O SWEET u, p Q FLAG iD I 46'-0"J ; ' I SEWER N I ZEBRA f," - DOWN SPOUT I ' LLB `n BRUS BOWLES PIPE O GOLDEN IRIS na GRA55 A — - 14 O"" \I - — T RAIN GARDENZO c� O GRAVEL DRIVE a - �j 10 .1 'PRO ERTY LINE I 5 5E R INS MAIN 1 . 43'-2",� � E A CITYP-T. ^ �. POWER cX r 7,G De4lopment Services of Qoar 250 Madison Street,Suite 3. mZ ( Port Townsend WA 98368 R { �' Phone: 360-37.9-5095 i f Fax. www.cit 360 3444619 9� - ' JUN 2 of taus wn� � Y P i Residential BuildingJPer lit Application riry nr VI IYJCIY.- Project Address: �D Legal Descrt plion (or Tax.#): Office Use Only A-ddition: Yh 0 e--nib ( 5 Permit#-BLD09-. . .� Zoning: R-T�' Block: Associated Permits' Q Parcel # Ca;� g,r 90� Lot(s): � h'1 tPb 9 6'S 1 7 3�n Project Description: Ca>L )) / S r v Li� cz /7IJ3-e. > Applications by mail must include a check for initial plan review fee of$150 for projects valued over$15,000. See Page 2 for details on plan submittal requirements. Lender Information: Property r/App#igqaa�nt: j� _ / Lender information must be provided for projects Name: v)i `f`Cr / >ri i'1 CJ2 over$5:000 in valuation per R 19.27.095/. Address: Name: 'u�C�, If R/),r) S City/St/Zip:��r't !i l�trt.-�-� ,��-Cf� - Phone.- — �'S Project Valuation: $ ,1y U U Email j h h i 4,b r1 t74- &'4k 7 Building Information (square feet): is,floor D SJ� Garage: 2"d floor Deck(s): Nam -1:2R presentative: Q r 3`d floor Porch (es):� Basement: is it finished? Yes No Address: N Carport: Other: City/SUZip: d✓ Q) sE GOA °I 36$ Manufactured Home ❑ ADU ❑ Phone: S I New Addition ElRemodel/Repair❑ Ema� : O " Heat Type: Electric Heat Pump Other Contrac ❑ Same as O ner Total Lot Coverage (Building Footprint):' 06 Name: - ' � �t Square feet: %y 5'1_ % -:t/ Address. Impervious Surface:` City/St/Zip:� Square feet:/ S"46 / 'Total existing&proposed Phone:� S What year was the structure built? Email I �� ClJ� If work includes demolition, see Page 2. State License # :1RAV�0 Any known wetlands on the property? Y City Business Lice/ #:oo sm Any steep slopes (>15%)? Yc I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit libe in accordance with State Laws and the Port Townsend Municipal Code. Print Name: Signature: �i��—�(� Date: Page 1 of 2 - 5/14/2009 I Page 1 of 1 Scottie Foster From: Francesca Franklin Sent: Monday, June 29, 2009 10:23 AM To: Scottie Foster Subject: FW: BLD09-115 for 2537 Eddy Street Attachments: R-III Front Yard Setbacks.pdf ........... ......... From: Suzanne Wassmer Sent: Wednesday, June 24, 2009 10:36 AM To: 'dougm ill holland@waypt.com' Cc: 'jenniferbrinch@cablespeed.com'; Fred Slota; Francesca Franklin Subject: BLD09-115 for 2537 Eddy Street Hi Doug, I have reviewed the Jennifer Brinch building permit application and site plan (received June 22) for land use and zoning. Here are my comments: 1) The zone is R-III. The code states that R-III front yard setbacks are 20 except 10 feet with side or rear parking. I have attached a sketch of front, rear and side parking scenarios. In this particular case, you have parking in the front. Therefore, the house needs to be setback 20 feet from the front property line. Please revise the plans from 14'4"to 20' for the front setback from Eddy Street 2) A minimum of two on-site parking spaces a minimum of 9' by 19' is required. The plans show tandem parking on the driveway that is 32'-4-3/4" long. As it needs to be 38' long, please revise the plans. 3) This property in the Phoenix Addition replat is subject to the Tree Conservation Ordinance, which requires a minimum of four tree units to be retained or planted per 5,000 square feet. In addition, the CC&R Item#24 (AFN #534005 page 5) states that this lot is subject to "a restriction prohibiting removal of all trees 18 inches or more in diameter as measured at a point on said tree four feet above ground level without approval by the City of Port Townsend DSD." Please indicate where such trees are on the property, and indicate which trees are going to be retained (or planted) to achieve the minimum four tree units. These are preliminary comments only, just relating to land use. Building and public works may have additional comments. Please let me know if you have questions. Thank you. Suzanne Wassmer Land Use Development Specialist 385-0644 6/29/2009 Page 1 of 1 Francesca Franklin From: Suzanne Wassmer Sent: Wednesday, June 24, 2009 10:36 AM To: 'dougmillholland@waypt.com' Cc: 'jenniferbrinch@cablespeed.com'; Fred Slota; Francesca Franklin Subject: BLD09-115 for 2537 Eddy Street Attachments: R-III Front Yard Setbacks.pdf Hi Doug, I have reviewed the Jennifer Brinch building permit application and site plan (received June 22)for land use and zoning. Here are my comments: 1) The zone is R-III. The code states that R-111 front yard setbacks are 20 except 10 feet with side or rear parking. I have attached a sketch of front, rear and side parking scenarios. In this particular case, you have parking in the front. Therefore, the house needs to be setback 20 feet from the front property line. Please revise the plans from 14'4"to 20' for the front setback from Eddy Street 2) A minimum of two on-site parking spaces a minimum of 9' by 19' is required. The plans show tandem parking on the driveway that is 32'-4-3/4" long. As it needs to be 38' long, please revise the plans. 3) This property in the Phoenix Addition replat is subject to the Tree Conservation Ordinance, which requires a minimum of four tree units to be retained or planted per 5,000 square feet. In addition, the CC&R Item# 24 (AFN #534005 page 5) states that this lot is subject to "a restriction prohibiting removal of all trees 18 inches or more in diameter as measured at a point on said tree four feet above ground level without approval by the City of Port Townsend DSD." Please indicate where such trees are on the property, and indicate which trees are going to be retained (or planted)to achieve the minimum four tree units. These are preliminary comments only,just relating to land use. Building and public works may have additional comments. Please let me know if you have questions. Thank you. Suzanne Wassmer Land Use Development Specialist 385-0644 6/29/2009 City of Port Townsend TABLE 17.16.030 Residential Zoning Districts-Bulk,Dimensional and Density Requirements DISTRICT R-1 R-11 R-III R-IV MAXIMUM HOUSING 4 dwelling units(Multiple 8 dwelling units(Multiple 16 units per 40,000 sf 24 units per 40,000 sf DENSITY(units per dwelling units on a single lot dwelling units on a single lot of lot area of lot area 40,000 square foot area) must be contained within a must be contained within a single structure,except: a single structure,except: a permitted accessory dwelling permitted accessory dwelling unit(ADU)may be unit(ADU)may be established in a separate, established in a separate building if allowed by building if allowed by 17.16.020 PTMC) 17.16.020 PTMC) 10,000 sf of lot area per.unit) (5,000 sf of lot area per unit MINIMUM AVERAGE 10 units where a parcel 15 units HOUSING DENSITY and/or contiguous parcels (units per 40,000 square under single ownership foot area) are 12,000 square-feet in size or greater MAXIMUM NUMBER 4 (Note:limited structures 4 (Note:limited structures No limit No limit OF DWELLING UNITS with more than 4 dwellings with more than 4 dwellings IN ANY ONE per structure may be permitted per structure may be STRUCTURE through the PUD process,see permitted through the PUD Chapter 17.32 PTMC) process,see Chapter 17.32 PTMC. MINIMUM LOT SIZE 10,000 sf=single-family 5,000 sf=single-family 3,000 sq ft=single-family detached detached detached;5,000 sf single-family attached (duplex);7,500 sf= single-family attached (triplex); and 10,000 sf= single-family attached (fourplex)and multi- famil l MINIMUM LOT 50' 50, 30'except: 100'= WfDTI-I multifamily _ MINIMUM FRONT 20'except: 10'except 20 feet for 20'e cent_ 20'except; YARD SETBACKS 50'=barns and agricultural garages with vehicle access l0'w/sidSnr rear 10'w/side or rear buildings facing a street right-of-way parking/garage •garages parking;no setback for and 50'=bams and with vehicle access facing multifamily structures agricultural buildings a street right-of-way must located within 200 feet. be setback 20';no setback of an abutting mixed use for multifamily structures zoning district located within 200 feet of an abutting mixed use zoning district MINIMUM REAR 20'except: 10'except: 10'except: 15'except: YARD SETBACKS 50'=bams and agricultural 100'=barns and agricultural no setback for multifamily 20'if directly abutting buildings,and 100' if abutting buildings structures located within an R-I or R-11 district;no a R-It,R-III,or 200 feet of an abutting setback for multifamily R-IV zoning district mixed use zoning district structures located within 200 feet of an abutting mixed use zoning district See Back of This Page For More In order to achieve the minimum density,subdivision of parcels.12,000 square feet or greater shall not allow urdividual lots larger than 4,000 square-feet unless said lots are reserved for multi-family dwellings. P:IDSDIFornuVBuilding Forms1injormation-Table 17.16.030 Res Zoning Disiricts.doc Page 1 of 05115109 BUILDING & SITE INFORMATION LOT SIZE: 5030.00 SF BUILDING FOOTPRINTS: RESIDENCE 1057.15 SF FIRST FLOOR 905.15 SF TOTAL BUILDING FOOTPRINT 1057.15 SF ROOF AREA: RESIDENCE 1257.23 SF DRIVEWAY 1020.28 SF BUILDING LOT FOOTPRINT: AREA: 1057.15 SF COVERAGE: 21.01% IMPERVIOUS DEVELOPMENT COVERAGE: AREA: 2277.51 SF COVERAGE: 45.27% RAIN GARDEN 2277.51 SF ROOF AREA SILTY SOIL DRAIN FACTOR 15% REQUIRED AREA 341.62 SF<377.50 SF PROPOSED LEGAL DESCRIPTION PHOENIX ADDITION ALT#8, LOT 8, BLOCK 9, SOUTH EAST QTR SECTION,SECTION 4,TOWNSHIP 30 NORTH, RANGE 1 WEST,WILLAMETTE MERIDIAN SITUATE IN THE COUNTY OF JEFFERSON, STATE OF WASHINGTON. 10'-0" NINE CONIFERS TREES 3' 111GI1 -N�AR�T- / 5PACED 5' MINIMUM STAGGERED DOWN SPOUT 14'-4" _ _--_- 1( 100.09' PROPS PIPE COVERED I o ROOF OVERHANG PORCH � LOT 8 SHED p ' WATER —RAIN GARDEN — I \ ININE BARK • I :. I IN >_ ! 0 I IRIS I I I W 10'-0" I I I p S, 10'-0"LU I a Z I BOWLES J Q i0 (� \ IRIS GOADS • I - PROPOSED, — , � - - w 1Jr2 1 I i A1.1 SWEET ZEBRA I RESIDENCE-.,. ..- I SEWER LFLAG BRU5i1 a 6t-_0" • 10 ci Ln DOWN SPOUT :. I PIPE I 14'-0' - i.' GRAVEL DRIVE I 01 1' - co E - - — IV o - R- - D- L co V E- - - RA- G - - T - - T1 100.11' PROPERTY LINE i 74'-7 1/4" i POWER i i 5 5EWER IN5T. s MAINT. i EA5E TO CITY OF P.T. i I - i RESIUL:NTIAL BUILDING PERMIT APPLICATION CHECKLIST Thischecklist is for new dwellings, additions, remodels, and garages. 3w;o'(2) �sidential permit application. hington State Energy &Ventilation Code forms sets of plans with North arrow and scaled, no smaller than Y"' = 1 foot: ❑A site plan showing: 1. Legal description and parcel number(or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions 5. If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site 6. Street names and any easements or vacations 7. Location and diameter of existing trees 8. Utility lines 9. If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers ❑ Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting E. Floor plan: 1. Room use and dimensions 2. Braced wall panel locations 3. Smoke detector locations 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing ❑Wall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation Exterior elevations (all four)with existing slope of the land in relation to all proposed structures ❑ If architecturally designed, one set of plans must have an original signature ❑ If engineered, one set of plans must have one original signature ❑ For new dwelling construction, Street& Utility or Minor Improvement application If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic Landmark district and not on the Historic Register: no fee for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 -5/14/2009 Devi pment Services Qoar Toffy 250 Madison Street,Suite;3 d�Z Port Townsend WA 9,8368 Phone: 360-379=5095 Fax: 360,:3444619 '�ckw www.cityofpt-us Residential Building Permit Application Project Address: Legal Description (or Tax #): Office Use Only Addition: Permit# BLD09-. Zoning: Block: Associated Permits: Parcel # Lot(s): Project Description: Applications by mail must include a check for initial plan review fee of$150 for projects valued over$15,000. See Page 2 for details on plan submittal requirements. Lender Information: Property Owner/Applicant: Lender information must be provided for projects Name: over$5,000 in valuation per RCW 19.27.095. Address: Name: City/St/Zip: Phone: Project Valuation: $ Email: Building Information (square feet): 1 S1 floor Garage: 2"d floor Deck(s): Contact/Representative: 3`d floor Porch (es): Name: Basement: is it finished? Yes No Address: Carport: Other: City/St/Zip: Manufactured Home ❑ AD ❑ Phone: New Addition ❑ Remodel/Repair❑ Email: Heat Type: Electric Heat Pump Other Contractor: ❑ Same as Owner Total Lot Coverage (Building Footprint):* Name: Square feet: Address: Impervious Surface:* City/St/Zip: Square feet: *Total existing &proposed Phone: What year was the structure built? Email: if work includes demolition, see Page 2. State License#: Exp: Any known wetlands on the property? Y N City Business License#: Any steep slopes (>15%)? Y N I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: Signature: Date: Page 1 of 2 - 5/14/2009 2006 Washin�,,.on State Energy Codt - Prescriptive TABLE 6-1 PRESCRIPTIVE REQUIREMENTS" FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Glazing Glazin U-Factor Wall" Wall- Wall- Slab Option Area1o: Door a Ceilingz Vaulted Above int ext Floors on %of Floor Vertical Overhead" U-Factor Ceiling Grade Below Below Grade Grade Grade 1. 10% 0.32 0.58 0.20 R-38 R-30 R 15 R-15 R-10 R-30 R-10 ❑.* 15% 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 111. 25% 0.40 0.58 0.20 R-38/ R-30! R-21 / R-15 R-10 R-30/ R-10 Group R-I U=0.031 U=0.034 U=0.057 U=0.029 and R-2 Occupancies Only IV. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 Group R-3 and R-4 Occupancies Onh V. Unlimited 0.35 0.58 0.20 R-38/ R-30/ R-21 / R-15 R-10 R-30 i R-10 Group R-I U=0.031 U=0.034 U=0.057 U=0.029 and R-2 Occupancies Onh * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. I. 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 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv'denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both(a)the distance between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and(b)there is a minimum I-inch vented airspace above the insulation.Other single rafter or joist vaulted ceilings shall comply with the"ceiling"requirements.This option is limited to 500 square feet of ceiling area for any one dwelling unit. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10,or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use,and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material,manufactured for its intended use,and installed according to manufacturer's specifications. See Section 602.4. 7. Int-denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors,including all fire doors,shall be assigned default U-factors from Table 10-6C, 10. Where a maximum glazing area is listed,the total glazing area(combined vertical plus overhead)as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with'O-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. Effective July 1, 2007 2006 Edition City of Port Townsend Development Services Department Waterman& Katz Building 181 Quincy Street, Suite 301 Port Townsend, WA 98368 (360)379-3208 Fax: (360)385-7675 2006 Washington State Ventilation & Indoor Air Quality Code SOURCE SPECIFIC VENTILATION (302.2.1) Required in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, space, and other rooms where excess water vapor or cooking odor is produced. See Table 3.1 for capacity requirements. SOURCE SPECIFIC VENTILATION DUCTS (302.2.3) Shall terminate outside the building. Exhaust ducts in systems designed to operate intermittently shall be equipped with back-draft dampers. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of R-4. Terminal elements shall have at least the equivalent free area of the duct work. Terminal elements for exhaust fan systems shall be screened or otherwise protected from entry by leaves or other material. WHOLE HOUSE VENTILATION SYSTEM REQUIREMENTS (302.3) Each dwelling unit shall be equipped with a whole house ventilation system capable of providing the volume of air specified in Table 3-2 under normal operating conditions. Controls (302.3.2) shall be readily accessible and capable of operating the system without energizing other energy-consuming appliances. Intermittently operated systems shall have the capability for continuous operation, and have a manual and automatic control such as an automatic control timer. At the final inspection the timer shall be set to operate the whole house fan for at least 8 hours per day. Fan Noise (302.3.3) for whole house fans located 4 feet or less from the interior grille shall have a sone rating of 1.5 or less measured at 0.10 inches water gauge. Remotely mounted fns shall be isolated from the structural elements of the building and attached duct work using insulated flexible duct or other approved material. Exception: systems integrated with forced-air heating systems or heat-recovery ventilation systems are exempt from sone ratings. Ducts (302.3.4) shall terminate outside the building. Exhaust ducts in intermittently operating systems shall be equipped with back-draft dampers. All exhaust ducts in unconditioned spaces and supply ducts in conditioned space shall be insulated to a minimum of R-4. OUTDOOR AIR (302.3.5) Outdoor Air Inlets (302.3.5.2) shall be screened or otherwise protected from entry by leaves or other material. They shall be located so as not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. b. Where it will pick up objectionable odors, fumes, or flammable vapors. c. A hazardous or unsanitary location. d. A room or space having any fuel-burning appliances therein. e. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. f. Attic, crawl spaces, or garages. P:\DSD\Forms\Building Forms\Information-Ventilation.doc 04/16/2009 Page I of D , Dr. INS WNW I RFrwM O UKY USING PHO NI)fQOOD71ON FL A rAL�MA 71000�NUMBER f WA s PS MCINOOS TOTA s'ttocYLNNC ELECTRONIC D A d�UP���0Ull� N ®,F ROA0WAV AGED Lor CONF4c�aUMAY70M OF�G�1r4®G��®l�[�Q�p�a(7, ��i 4t SITE, /ARC SLOCK 8, AND BLOCK 9 OF ME PROENIV ADOMOU W FNEC17/70FPO r rOWN EAD `� A RECORDED 4N BOOK 2 ®FFLA lam, PA GE 35, RECORDS OFLLDEFFERSON COMM, WASNANGrON : MIs SURK.Mrr s CF CwCfEDS BEING A POR77ON Ole ME INf NIMWY FfLV1FCU SLAKHnG �i T ° ANU NC A 3d UY WAC JJ)-IJD-090 W112 USE114f, OYLb IYUU N,, Y®VVY1'/0 MI, OYl1/NOR,4 Y,4I14'VYVUYLh, I Mgr, f:� _C CONCR LTE CY PC I .D,..BRA (I(�f/J/f �m�lJe7J� P l�J�r[�4®AN, nIe/�rPI RSON•F�®/1/,.MITT/ rld���l�/�0���®M GRAPHIC sc.at.�; CONCRETE C T RoU C E 0 BRASS �%(/(L(�(,LU�%[/[fi//(![u(�SrllSl(V /l%,e[//S(r(r(Sl/1] !/U (S/ (l</(l(%lI 1// �%(J� YY uv Sy p )5 50 100 7W FIB 1n CAST IRUv CA St'O InIfH- SECNLN FASIINCS,I-,QNA b S, �D:• (WD�DDR'L*?NDDD, .Yl 0'P.I.G,P.S - -----'----- 0010,e1 c302)- SEE vLA 19, PACES 61 NRlL?U IU,1 1-11 ( IN fE'CT J `F.(flCRSON COUNTY, wAS/IInD IVn l'fASTING'S AVENUE L' I INCH- 50 FEET' _ see'<012 c HASTING'S AVENUE — JOHNSTON'S Ge7O1 ADDITION ------- -- —� FWNO C'IrY Or PCRi TOrM SEND l.' -- 3 to CRE E MWUNEC Mhl INTER- SEC J L TAB 1N CAST IRPv CASE O rSF NCn nnS rinC3 tr INONAS Sr C,rr Cr P.r CP,S.Np•,uNEN.' ADOIDoN NppN BOUNDARY 15 SOVN BOUNDARY OF 25 TN SrR[Er U W OOIO.eO(9196)-SEC VCh 19, i U U O yI PACES el THROUGH lC ON REWRO Cf EFlCRSON COUNr'.w 5,mc ro, Sed'WJJ'E 2Co,70' Ne C..i Res RIOT v[ D..A ARe,I LECCNO N LOT B 0000• ••ram --A See'Js_JJ'E /�p.p5 L ^0.05' Epp �lo -- IOUnO RCIt,A ANO GP 'N.J.AnGERSON, 115 776W (%75JJ took 1 !i (,I.e >L 'T.o E0 see'JrJJ•F rpo.os' IGo.oe• IMS I,•MAIN iw (/253)EDDY) CAROL�NNC) (/IJ/ NUI IN'LA CASE tO CI 1 CY P.r h DU A7W '• I � PER A.F,N 51TX15 I I I r CARgAnnF/ CUT SIT) `� AL rERA 11ON n � r0uN0 C C.ANOCFSOn RCBAN a(:1P L.S. 11520'PER NOS v. I.P. 196 X�g nee•J5'1I•B 8 CII' R LUr s R a""- (���//',1' �. -•�.,(() y p -! Sn J/d R[f1W UN PA f.Vl TOR SVRYLI[OhfxUt srA l)Gn5 M.ee1 i:..• o r��--'i00�i•--Y__^ I8 LOT 11 0l= LOT lu �Ig LO; glg LOT tl gI --------- I c N[u B� (/7517 COU r)! II Iy(/ {� r9A H CUrr sf.) 6roun0 C'IIr Ur FURI IUw SLNU wonUMCNT(AS NOTED) XSNCR INSI tr MNhr. I �i I I BLoal\ (� I ( r 1N YLAr9i USEI,QrYDfP (neeIARRA111)A.F„$12J05 ' CAROLANnc, TUBA 1I Ur J 60 ea,or 50OJ• eOOr I seuLO36 rIu ; Q sn AGGD'L.s.TJs'n 1GCnrotUUON CAP Un 5/9 1Nn1 DUNCrCR RrBU1I �• .T V U."FIC 11.E LOT 6. •' o I RF�Rwr:8LC ANO LEYArnY DATUM FOR PUT ALTE21710N g; "' ,Fk;"CAu25DJ 'A CARGLANNE STREET o bI fDOr Sr.)'� LOT IF P,Aff NOTE: BARS OF BEARINGS(HORIZONTAL DATUM)AND YTJ7 RGAL oA IUw 1 I R (/1501 CUT St.) '� (BARS OF CLEVATIONS)FOR NIS TOPOGRAPHIC SURKY PER CITY OF Poor yam-a ti• hee�-b'll'w ='J5'2Y'E 20DJ2' rOWNSCNO AND JEFFERSON COUnil'LPS MONUMENTS FOUND M hAS ONE'S AKNUE. w -- 100.16' �/I�/ '� r (1{}. 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LUT J • Q IRECONDS Of!!'Fr'ER3UM C'UUNTYBASING IONIZ LUr R (/2.1.EDDY Sr) � (/].1J CUT Sr,) � LUT 11; R BEING APoRTlONOF 7HCR11r/2E1/2SE1/A. 3fL'TION,, TDBHSHJP 00 NORTH WCC I VEYT"L,AYLTT6 YFRLDIAN,JEFFERSON COUNTY, BASHINCTOM see'b — ,� 77 1002T' see'b•.J•r IOU2 sed'Je'L2-1 Jo n• ='JeC2E s(w D DCUICAlro AA --..LLL'2°°5' _ IDo ae' NVMBER: JIO SHE r J Of 2 SHEETS Nj NJ I 1007J'See'J6'A1'C�-z00.5A'1.a�!- p — 24TH s TREE r- - -i— -rR— Lor I - 8I— —LOT —�� — — — —24TH STREET- — —, a I /2aa coo.sr) /2 OI CUT Sr,) T 0 2155 DISCOVERY ROAD See'Je_2'r_ - — — — --L _ _ _ _ _ PORT TOWNSEND, WASHINGTON 98368 J0• I JU' I JO 30 TELEPHONE: (360) 385-5966 FAX (360) 379-5659 DAA WN BY: ASC R/ECMD BY: ACW � 'I 4 3 O 20g 2�2 Mm NR € �r0 2 23 F 32 -� VV OM ..ON AR�F n N ..„,„,,,,...m.� ..,� ^�,,�..,q ��"w _ r. �..«�-w.,�� � ._-� .�. �'v,� *>�t I 'ate �� •,-_...,..�•.,..� � d �aT�I-°`^�,....w-. r aY �� 17 212� gg u ji% 2 ) 12 7 ��, l/�,('I I �� °�_2� � � , ,�.��, � � �as� �ac• $[ �`: Imo, Z 777 �I ,r 3 n L I 3 IW k 3 �. � 777 4 ca I — 4 Or ya 4: I tYr k; Water 1 5 15� F �(:p Waste Water Storm Water It In 1J {inch h GG GCCG67 fo 6 1 16 �� z ' 534005 Page: 2 of 11 ORIGINAL .. 05!15l2008 10:03R o � aural uin�n tr i i c v cn �� rna When recorded return to: Harry Holloway III PO Box 596 Port Townsend, WA 98368 DOCUMENT TITLE: Declaration of Covenants, Conditions and Restrictions, and Easement REFERENCE NUMBERS OF RELATED DOCUMENTS: 4rfLt GRANTORS: Carol Wise and Anne McLaughlin authorized agents for Whirlwind II L.L.0 GRANTEES: The Public, Owners in the Phoenix Addition, Plat Alteration No. 1 LEGAL DESCRIPTION: Lots 11-16, Block 7; Lots 1-12, 15 and 16, Block 8; Lots 3-8, Block 9; Phoenix Addition, Plat Alteration No.1 to the City of Port Townsend, Jefferson County, WA ASSESSOR'S PROPERTY TAX PARCEL NO's.: 000987300711; 000987300715; 000987300801; 000987300802; 000987300803; 000987300804; 000987300903; And, 000987300901, Original Parent Parcel No's. DECLARATION OF COVENANTS, CONDITIONS & RESTRICTIONS, and EASEMENT re: PHOENIX ADDITION, PLAT ALTERATION NO. 1 TO THE CITY OF PORT TOWNSEND The undersigned Whirlwind II L.L.C.., a Washington Limited Liability Company are the legal and equitable owners of the following described real property located in Jefferson County, State of Washington: Lots 11-16, Block 7; Lots 1-12, 15 and 16, Block 8; and Lots 3-8, Block 9; all in Phoenix Addition, Plat Alteration No. I to the City of Port Townsend, Jefferson County, WA; (Parent APNs: 000987300711; 000987300715; 000987300801; 000987300802; 000987300803; 000987300804; 000987300903; and, 000987300901) Recitals: Grantors desire to provide for present and future uses of said property consistent with its highest and best for residential purposes, and providing for the protection and preservation of the character of the property and its neighborhood. Grantors further desire that the property shall be and remain subject to the terms of these restrictive covenants for all purposes, including but not limited to any future sale, transfer conveyance or lease of the property or portion of it, or any future development thereof: NOTE: Certain terms of this Declaration are established pursuant to conditions of City of Port Townsend approval. Those items shall not be amended or modified without the written consent of the Development Services Department, City of Port Townsend. THEREFORE, it is hereby declared, covenanted and provided that: A. COVENANTS AND DECLARATIONS AFFECTING ALL LOTS: 1. Restrictions created by this document affect all the above-described parcels. They are and shall be, construed running with the land binding upon the Grantors and all subsequent owners and occupiers of the land or any interest therein. It is the intent of the Grantors that the restriction shall bind and restrict the land,the Grantors and all subsequent owners, their heirs, grantees, personal representatives, successors and assigns, alike. II 534005 Page: i Of 11 2008 10:03A nwa RETURN ADDRESS Harry Holloway III PO Box 596 Port Townsend WA 98368 Please print neatly or type information DOCUMENT TITLE Declaration of Covenants, Conditions and Restrictions, REFERENCE NUMBER(S) OF RELATED DOCUMENTS Additional Reference #'s on page GRANTOR (S) (Last, First and Middle Initial) Carol Wise Anne McLaughlin Additional grantor on page GRANTEE (S) (Last,First and Middle Initial) The Public Owners in Phoenix Addition, Plat Alteration No.'I Additional grantor on page LEGAL DESCRIPTION (Abbreviated form: i.e.lot,block,plat or section,township,range,quarter/quarter) Phoenix Addition, Plat Alteration No. 1, Recorded in Vol. ` 7 of Plats, age � Q Records of Jefferson County, WA. Additional legal on page ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER Parent Parcel Nos. 987-300-711 987-300-715, 987-300-801, 987-300-802, 987-300-803, 987-300-804, 987-300-903, 987-300-901 Additional parcel Ws on page The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. 534005 Page: 3 of 11 ierfo��^ r^'•^tom a t uut.of utnir% tt 11 05/15/2008 10:03A . 2. These Declarations shall be governed by the laws of the State of Washington,and all disputes between lot owners subject to these covenants will first be presented to arbitration, by a Firm or Person, qualified and licensed to practice Arbitration in the State of Washington. The cost of Arbitration will be apportioned equally between the parties associated with the arbitration. (See Section D for disputes subject to arbitration.) 3. All disputes between lot owners subject to these covenants unresolved by Arbitration and any legal action involving the City will only be enforced in the Superior Court of the County of Jefferson, State of Washington. 4. Grantors re-dedicate to the City for in perpetuity any areas dedicated as streets or rights of way as shown on the face of the face of the Phoenix Addition, Plat Alteration No. 1 to the City of Port Townsend. 5. No Mobile, Manufactured or Modular homes will be permitted to be erected, located or parked on said parcels or lots. 6. There shall be no heat pumps or exterior mechanical heating, cooling or ventilation (fans, etc.) devices on said parcels and lots which exceed a maximum decibel reading of_77 7. Building exteriors shall not be clad or sided with vinyl or aluminum material. 8. Fences, arbors or trellis shall not be constructed of vinyl or aluminum materials. 9. A minimum roof pitch of 6/12 is required on all gable roofs. A minimum 30 Year Architectural Shingle is required on all gable roofs. All roofs less than 6/12 pitch will be concealed with a ---- minimum-24"-parapet-wall. — 10. All mechanical equipment, i.e., fuel storage tanks (except solar collectors); propane tanks; heat pumps or exterior heating; and, cooling or ventilation devices shall be screened so as not to be visible from any Public Right of Way. 11. Landscape will be with plants appropriate for site topography and soil types, emphasizing drought tolerant varieties with low watering requirements. Turf grass will be limited to 25%of landscaped area and be a drought tolerant variety requiring less irrigation and minimal maintenance. 12. No inoperable vehicles, recreational vehicles,trailers (whether for recreational, utility, storage or any other similar use), trailer able recreational devices such as boats,jet skis, personal water craft or off-road vehicles/motorcycles will be stored or parked adjacent to or along any property line of said parcels and lots. 13. All garages, carports,outside storage or other accessory structures shall be attached to permanent concrete foundations,comply with setbacks and are constructed to comply with roof pitch and exterior wall/roof covering material as described herein. 14. No temporary structures, signs,tents, tarpaulins or yurts(except for Real Estate Sales Signs) shall be located or erected on said parcels and lots for longer than 7 days. 534005 Page: 4 of 11 05/15/2008 10:03R r...,t O,d uutot_utain tt 11C r ao mm 15. All garages, carports,outside storage or other accessory structures shall be equipped with a door adequate to prevent their contents from being visible from any Public Right of Way and be kept closed except when in use. 16. All trash collection devices, rubbish containers, recycling containers or composting appliances shall be located on the individual lots or parcels they service. They will be adequately screened and maintained to prevent bird, animal, rodent or insect attractions or infestation. 17. All satellite dishes, radio antennas and other communication devices must be permanently attached to the dwelling units they serve. They shall be located above the top edge of the fascia and may not project above the ridge of the roof to which they are attached. 18. Improvements and maintenance for the sole use and benefit of any individual parcel or lot shall be at the expense and burden of the owner(s)of those parcels or lots, free of lien or liability against the owner(s)of the other parcels or lots, the owners of which shall be held harmless for such costs, unless there is an advance written agreement to the contrary between owners who may agree to apportion and share in such expenses among them. 19. Owners are limited in their use of the City street for parking as follows: no owner shall utilize more than one on-street parking space for parking in connection with the use of their lot. This limitation is intended to prevent any one owner from using the street to park more than one vehicle owned by that owner. This limitation does not prevent City parking code enforcement, and no one has any assigned or private on-street parking. This limitation does not prevent temporary use of more than one space for guests and visitors. The limitation is intended as a private covenant affecting lot owners in of the Phoenix Addition, Plat Alteration No. 1 to the City of Port Townsend. B. COVENANTS AND DECLARATIONS AFFECTING ALL LOTS-THESE ARE CONDITIONS OF SHORT PLAT APPROVAL DETERMINED BY THE CITY OF PORT TOWNSEND: The Covenants and Declarations in Section B are created by the Grantors Carol Wise, Anne McLaughlin and Whirlwind II L.L.C. and are conditions of plat approval determined by the City of Port Townsend. As such, these conditions are enforceable by the City. They are also enforceable by other lot owners. See Section D below. 20. Each lot is limited to the construction of one single-family detached dwelling unit. The dwelling unit must comply with the setbacks for the R-III zone and the roof area of the dwelling unit shall be limited to 2,000 square feet. The site plan for each lot shall include a plan for collection,treatment and infiltration of impervious surfaces on-site. The driveway serving the residence shall be limited to a maximum width of 16-feet. 21. There shall be no high-intensity exterior lighting units such as mercury vapor, halogen, or other lighting units designed for high levels of aerial lighting; all exterior lighting units shall be installed and maintained only to project low intensity downward-projecting flood or path lighting and shall not be permitted to intrude on the dark privacy of surrounding parcels and lots. 22. The illumination intensity shall be kept to a minimum and all lighting fixtures shall be shielded and pointed downward, including lighting for signs. Pole mounted light fixtures shall not exceed 15 feet in height. All lighting shall be as approved by the City of Port Townsend Director of Development Services Department. 534005 Page: 5 of 11 � ^��^^ r^.•^ •• o...a UWTDI UTAn TT #. 05/15/2008A10:03A 23. Owners,purchasers and lessees are hereby notified that all lots are subject to the City's approved Tree Conservation Ordinance which can be obtained from the City of Port Townsend Development Services Department. Limitations on tree removal,requirements to protect certain trees and/or plant new trees and signing of a tree conservation affidavit as a condition of building or other site development permits may be required. Interested parties should contact the City of Port Townsend for additional information on tree conservation measures applicable to any lot. 24. The West 10 feet of Lots 3 through 8, inclusive, in Block 9, (and the North 10 feet of Lots 8, through 11, inclusive, Block 8), Phoenix Addition, Plat Alteration No. 1,to the City of Port Townsend is subject to a restriction prohibiting removal of all trees 18 inches or more in diameter as measured at a point on said tree four feet above ground level without approval by the City of Port Townsend Development Services Department. 25. All storm water construction and maintenance shall be in accordance with the approved Final Storm water Management Report and Plans for the Phoenix Addition, Plat Alteration No.l to the City of Port Townsend,together with the Storm water Maintenance Procedures all dated February 27,2007 prepared by Washington Engineers,and on file with the City Engineer for the City of Port Townsend, WA. And incorporated herein by reference as though full set forth. Any change to the adopted plan or procedures shall be with the written approval of the City of Port Townsend. 26. The above referenced Storm water Maintenance Procedures prescribe minimum maintenance requirements for owners within Blocks 7, 8 and 9 of Phoenix Addition, Plat Alteration No. 1 to the City of Port Townsend. In the event of any conflict between the provisions of said Plan or Maintenance Procedures and this declaration,this declaration shall prevail. A copy of the approved maintenance obligations is attached as Exhibit A to these Covenants, Conditions & Restrictions. The City shall be responsible for maintenance of the storm water catch basins within the right-of-way. Future lot owners are responsible for maintenance of the storm water swales and infiltration beds. 27. The obligations set forth in this Section B are joint and several obligations of the owners of property within Blocks 7, 8 and 9 of Phoenix Addition, Plat Alteration No. I to the City of Port Townsend. This means that in the event of a breach (or threatened breach)of an obligation, the obligation may be enforced against all owners or only one or some of the owners, and any one owner may be held liable for the entire correction and enforcement. In the event of correction and enforcement by one owner or less than all owners, then that owner or those owners have the right of contribution over and against offending owners, except there is no right of contribution by one whose acts or omissions (including acts or omissions of their guests, tenants, representatives or invitees) gave rise to the obligation. C. EASEMENT AFFECTING LOTS 7 and 8,BLOCK 9,REPLAT OF BLOCKS 7, 8 AND 9 OF PHOENIX ADDITION TO THE CITY OF PORT TOWNSEND 28. The sewer easement across Lots 7 and 8 in Block 9 in the Phoenix Addition,Plat Alteration No. I to City of Port Townsend is reserved for the benefit of the City of Port Townsend for the purpose of underground utility easement rights over,through, under and across and said lots in perpetuity for utility lines, and include the following: 534005 II05115/2008 10:03A rnu C7 Arn a. The City shall have the right at all times to enter the described easement area for the purpose of inspections and maintaining the property, including but not limited to inspecting, maintaining, improving, repairing, construction,reconstructing, locating and relocating any utility lines or curb, gutter or sidewalk improvements. The City shall provide notice of 24 hours for all scheduled work except in the case of emergency. b. Any costs associated with inspection, maintenance, improvement, repair, construction, reconstruction and improvements upon the property undertaken by the City shall be borne by the City. c. Structures and/or permanent storage within the above-described easement, or any use of or within the easement that interfere, in the City's judgment, with the City's use of the easement, are prohibited. d. In connection with any inspection, maintenance, improvement, repair, or construction or reconstruction, the City shall restore the property (easement and any immediately adjacent area)to rough grading conditions, but is not responsible for any restoration or repair of landscaping, vegetation or any improvements within the easement. e. Any damage to the easement or improvements in the easement caused by a lot owner or their guests, tenants, representatives or invitees shall be repaired at the sole cost and expense of said owner. D. VIOLATIONS AND REMEDIES 29. Zoning Code Violation—Applies only to City Enforcement of Paragraphs under Sections B and C above. A violation of the terms of Paragraphs under Sections B and C of this Declaration is a violation of the zoning code of the City of Port Townsend, and the City may take code enforcement for a violation or threatened violation of this Declaration in the same manner and with all the rights available to the City under its zoning code. 30. Enforcement Rights—Applies to City for City Enforcement of Paragraphs under Sections B and C above, and to Owner(s) for Enforcement of Paragraphs under Sections A and B above. In addition to any enforcement action by the City, the City may enforce.Paragraphs under Sections B and C,and any Oxvner(s) may enforce Paragraphs under Sections A and B above, by bringing an action in law or in equity in a court of competent jurisdiction to enforce the terms of this Declaration, including: a. To enjoin the violation, ex pane if necessary, by temporary or permanent injunction; and/or b. To require the restoration of any affected property to the condition that existed prior to the injury arising from a violation of the terms of this Declaration. OF,ORT TOw ,� ya u v Receipt Number: 09-0574 Receipt Date07/21/2009 Cashier. SFOSTER Pave r/Payee Name., BRINCH TRSTE JENNIFER L F,_� Original Fee Amount Fee Permit# Parcel Fee Description Amount Paid Balance BLD09-115 987300908 Plan Review Fee $604.99 $604.99 $0.00 BLD09-115 987300908 Energy Code Fee-New Single Family i $100.00 $100.00 $0.00 BLD09-115 987300908 Mechanical Permit Fee per Dwelling Ui $150.00 $150.00 $0.00 BLD09-115 987300908 Plumbing Permit Fee per Dwelling Unii $150.00 $150.00 $0.00 BLD09-115 987300908 PLAN REVIEW REFUND 150 $150.00 $150.00 $0.00 BLD09-115 987300908 Building Permit Fee $930.75 $930.75 $0.00 BLD09-115 987300908 State Building Code Council Fee $4.50 $4.50 $0.00 BLD09-115 987300908 Technology Fee for Building Permit $18.62 $18.62 $0.00 BLD09-115 987300908 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $2,118.86 Previous Payment History Receipt# Receipt Date Fee Description Amount Paid Permit# 09-0480 06/22/2009 PLAN REVIEW DEPOSIT 150 $150.00 BLD09-115 09-0480 06/22/2009 Site Address Fee $3.00 BLD09-115 Payment Check Payment Method Number Amount CHECK 1012 $2,118.86 Total: $2,118.86 genpmtrreceipts Page 1 of 1 OF PORT TO$ a 'ry o Receipt Number: 09-0480. -r14`1 k_F ._e` �«k`der e j j - :f�' J'^ Recetpt._Date 06/22/2609 �� `. Cashier, SFOSTER� �r.� PayerlPayee Name BRINCH-TRSTE JENNIFER, L F,A F'' -a'L ,_<... ..f. .c�Y .a.. _... ..� -.�'... .x..... ...... ,c..3't:: �. ....... ..... .'�.• A..,...,.,..», �. :�i. ka.�_ ...� v .....� ...�. �x...w vex'^. -�F...��d..���'.x. O tnal Fee - Amounts rt * Fee Permit# Parcel �ti Fee Descnpton _ ^ Amount Patdk Balance�k BLD09-115 987300908 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 BLD09-115 987300908 Site Address Fee $3.00 $3.00 $0.00 Total: $153.00 M � . � PreWous Payment N�story � Receipt# �_ �Receipt date` �� ��' Fee�Descnptton»w r a �� _�� � Amount_Paid, � a Permit#- Payment" Check g Payments Method ? Number Amount: la ___.. y"_ �_ Emit - CHECK 1011 $ 15010 CHECK 2008 $310 Total: $153.00 genpmtrreceipts Page 1 of 1 op Qonr ro City of Port Townsend Invoice Development Services Department 250 Madison Street,Suite 3, Port Townsend,WA 98368 Date: 21-JUL-09 (360)379-5095 Invoice# 964 BRINCH TRSTE JENNIFER L F J LF BRINCH REV LIV TRUST PORT TOWNSEND WA 98368-9584 Application No BLD09-115 Project: NEW SFR Application Type Residential-Single Family-New Parcel# 987300908 Subdivision: PHOENIX ADDITION ALT#1 Block/Lot Site Address: 2537 EDDY STREET Description Fee Amount Paid/Credit Balance Due Plan Review Fee $604.99 $0.00 $604.99 Energy Code Fee-New Single Family Unit $100.00 $0.00 $100.00 Mechanical Permit Fee per Dwelling Unit- $150.00 $0.00 $150.00 New Residential Plumbing Permit Fee per Dwelling Unit- $150.00 $0.00 $150.00 New Residential PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 PLAN REVIEW REFUND 150 $150.00 $0.00 $150.00 Building Permit Fee $930.75 $0.00 $930.75 State Building Code Council Fee $4.50 $0.00 $4.50 Technology Fee for Building Permit $18.62 $0.00 $18.62 Record Retention Fee for Building Permit $10.00 $0.00 $10.00 Site Address Fee $3.00 $3.00 $0.00 Total Fee Amount: $2271.86 Total Paid/Credits: $153.00 Balance Due:1 $2118.86 Page 1 �� Sb u za.. Le„-,.i