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City of Port Townsend Development Services Department Correction Notice PERMIT NUMB�E-RA �( -NJ 6�— t Z--- OWNER "� e✓- JOB LOCATION �� C��.�Vtr��.r,�✓' Inspection of this structure has found the following violations: S 2-6L �. r e , You are hereby notified that no more work shall be done u these premises until 01 the above violations are corrected, unless noted othe i W en corrections have been made, call for inspection. Date`" Inspector DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE OBI? RTTo�y CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND -WAs, 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. 985202101 PERMIT NO. BLD09-162 ISSUED DATE 08/25/2009 EXPIRATION DATE 02/21/2010 ADDRESS 1805 ROSEWOOD ST CONSTRUCTION TYPE OCCUPANT LOAD OWNER GILBERT CHRISTOPHER PROJECT DESCRIPTION Detached shed/workshop/garage no heat 402 square feet CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT SETBACKS SURVEY PIN S SLAB S �i - U r� 1 N — ,, i ��c7 FRAMING Y1q{� to `{ IOW- 1 1r1n"AOt,Ov� KAt( SHEAR WALL L� Q(QIiCl/U� FINAL PUBLIC_WO<K p FINAL BUILDING `DI. t(,U5 t7 CK4///Ok) Krc7! /11 cb�Q g TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. s • rod�� h y� CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:OOpm THE DAY BEFORE YOU WANT THE INSPECTIGO�N. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: / PERMIT NUMBER: SITE ADDRESS: /90 �OSE- U)0d1L S` , CONTACT PERSON: PHONE: TYPE OF INSPECTION: �(_l try h Z,(J j y(—tq 040 0 K %'v Ors Viz ------ ------------------------- qAPPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector C Date�[t/ 00/02 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. ,9 „� _ r O�pORTTO�y� CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WASr;O' CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPEC ION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: 0 PERMIT NUMBER: L'b 09 — SITE ADDRESS: CONTACT PERSON: H P/ O'NE: TYPE OF INSPECTION: S414eZ_ (O -U_ tjC4, f 77ZT OOUCL� D v�S ( .ram ' r ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED — CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. i Inspector ( � �a(� 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. 'Iev f n 7 I Mt N -I- CITY OF PORT TOWNSEND l PERMIT ACTIVITY LOG / I PERMIT # C� — ( V 2 DATE RECEIVED SCOPE OF WORK: S G rZ. "S ► jl t.✓O rkf6 DATE ACTION INITIALS ENTERED INTO CHET CHECKED FOR COMPLETENESS og m -ZS-O ,2AV i C�p- AZ i' "- D:' O l ern N Lill qr •U0 C Zoning: Setbacks OK? c:y-�,, (,✓, Lot Size: i Nee dA Z.C'jp-,*a(k — f ,o'fic he 11-41,S' Building Size: y Lot Coverage: S- o FAR OK? Height OK? Parking OK? Critical Area? Demo? Historic Rev?. Notice to Title? Lots of Record? • I 212� � ems: 6C-0o9 - 16Z S �C� re. l` CAS' V 6( � Itit.C) 'S 50"Y ( v' �UL $ ZS� , o3062 . 06 s. coo 7e cN �.e need VL,LA^ed 0 2- 17 cf 2 2—Y — � iv, 662 , 06 ROOFING SHINGLES - PRESCRIPTIVE ROOFING SHINGLES - PRESCRIPTIVE VORTr BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street,Suite 3,Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-162 Permit Type Residential - Accessory Structure Project Name New shed/workshop/garage no heat Site Address 1805 ROSEWOOD ST Parcel# 985202101 Project Description Detached shed/workshop/garage no heat 402 square feet Naines Associated with this Project License Type Name Contact Phone# Type License# Exp Date Applicant Gilbert Christopher Owner Gilbert Christopher Contractor Owner Builder (360) 379-6471 STATE exempt 12/31/2009 Fee Information Project Details Project Valuation $10,062.06 Private Garages—Wood Frame 402 SQFT Plan Review Fee 126.91 Units: Heat Type: PLAN REVIEW DEPOSIT 50 50.00 Bedrooms: Construction Type: PLAN REVIEW REFUND 50 -50.00 Bathrooms: Occupancy Type: State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.00 Building Permit Fee 195.25 Record Retention Fee for Building 10.00 Permit Total Fees $ 341.66 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 of the yproperty or authorized agent of the owner. Print Name �O/t,� /�C � �'`�� Date Issued: 08/25/2009 Issued By: SWASSMER Signature /Lf fueu47)l&�Date ZS Oaf Date Expires: 02/21/2010 o�QORT ropy BUILDING PERMIT City of Port Townsend Development Services Department �wA 250 Madison Street,Suite 3,Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-162 Permit Type Residential -Accessory Structure Project Name Workshop/Studio Site Address 1805 ROSEWOOD ST Parcel# 985202101 Project Description Detached workshop/studio 402 square feet Names Associated with dtis Project License Type Name Contact Phone# Type License# Exp Date Applicant Gilbert Christopher Owner Gilbert Christopher Contractor Owner Builder (360) 379-6471 STATE exempt 12/31/2009 Fee Information Project Details Project Valuation $38,258.24 Dwellings—Type V Wood Frame 402 SQFT Plan Review Fee 126.91 Private Garages—Wood Frame 402 SQFT PLAN REVIEW DEPOSIT 50 50.00 Units: Heat Type: PLAN REVIEW REFUND 50 -50.00 Bedrooms: Construction Type: State Building Code Council Fee 4.50 Bathrooms: Occupancy Type: Technology Fee for Building Permit 5.00 Building Permit Fee 532.65 Record Retention Fee for Building 10.00 Permit Total Fees $ 679.06 . 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 of the property or authorized agent of the owner. Print Name Date Issued: 08/25/2009 Issued By: SWASSMER Signature Date Date Expires: 03/16/2010 pORT TOh y� City of Port Townsend �o Development Services Department 250 Madison Street, Suite 3 WW Port Townsend WA 98368 360-379-5095 Fax 360-344-4619 REVISION TO BUILDING PERMIT # DJDO C( - (b Revision #�_ OWNER: �i S�"i t� oS Rosel- `0 S{- �(,� �� �� � I�QC� SITE ADDRESS: Total Value of Revision: S Impervious Surface Change? ❑ Yes ❑ No Revisions require 2 sets of plans and a written scope of workthat fully describes the proposed change plus any additional information that will be of assistance in issuing your revision. If your plans were stamped by a design professional,all revision submittals require a stamp with a wet signature. Be aware that changes to the existing approved plans may also require you to revise your original building permit application(lot coverage, impervious surface, structure square footage,etc.)and energy code documents(changing windows, heat source, etc.)to conform to your proposed changes. Scope of work• ¢ UVII F �-CVvl 'f laS al l�,ti Q,S C2t If, 3 , 1 St 2 , Wed 7 Sac orsVL C _ o i " upp NOV W SEE A-MACOM 'CS Applicant Signa re Date Can . C-O L-( "") CEU- - 206 66 cf- 615 �- OFFICE USE ONLY: SEP 1 6 2009 Submittal date: Two sets of plans for revision: Approval of engineer of record(if original plans engineered): ❑ Yes ❑ No ❑ N CITY TOWNSEN DSD RevsPADSMDepartrnent Forms\Building FormsWpplication-Revision.doc C,,Ty Cay ,r Spruce 110' 30' Wooden Gate 10 Access 14' New Shed/ Workshop 24' Z APPROVED 1805 Rosewood Street Date: -zs-oq Tax # 985 202 101 � Permit "°. 8`t og- 14 z ay: ��,e 7AY�� Building Official CITY OF PORT TOWNSEN C�L20' �o �l�Ar�Nm F3Z CD � m m ADU 101 House ; Ga �� Doo2 -F VZOU _ ZU 20'-0" Garage Elecbics Panel Existing Structure ,coPeL, Parking Area i +V" No change M i I Rosewood Street co WWW.STORAGESNED-PLANS.COM 52�� 15'-62" F- op, t. IONAL LOCATION � OF WINDOW 2xro" 616"O.C. cam, — Poo c NOT \ / MOVE F� OPTIONA LOCATION I m 1 ooVJ OF IDOOR \ / F�T 1,4011 - - - 2 2 2 2 16' LIFT --oLho-w l --- ---------- 1(ox20 Barn Plan SCALE:114"=1'-0" FRAMING PLAN l� WWW.STORAGESNED-PLANS.COM i t4 T S SKY t 4 ASPI-SALT 6I4INGLES RIDGE VENT (SEE NOTE 3) F I tI a S �Gtt'(' prRE F,45G 1 A I I (SEE NOTE 4) (SEE NOTE 2) LJINDOW UNDO.L �F( K DOOR ® !999j LLiJ TRIM (SEE 3 � �� NOTE �) ,Jl�D0� aeefR-TRGM 7z BASE TRIM +4ARDI TRIM (SEE NOTE 50 (SEE NOTE 8) — GRADE EAST FACW6 1(ox20 Barn Plan SGALE:1/4"=1 ' -0'� SIDE ELEVATION / OO v L)P- U F'T Ac o NNN.STORAGESNED-PLANS.COt i � i � I 1 RIDGE VENT �i HARDITRIM FASCIA RAKE BOARD (BEE NOTE 4) f� -14 # vV i i Do vJ 12 ASPHALT BI-IINCzLEB 4 �24 (SEE NOTE 3) HARDITRIM SHAKES FLASHING HARDITRIM BAND BOARD DRIP EDGE (SEE NOTE 1) Ar OVERHANG (SEE (SEE NOTE 8) HARDITRIM I b NOTE (o) ( NE �V o aE] � b FLASHING Vo�� .A S DOOR TRIM BASE TRIM vv"i (SEE NOTE -1) (SEE NOTE 5) _ GRADE 1(ox20 Barn Plan SCALE:114" =1 '-011 FRONT ELEVATION P- Li floA0 tJJV NNN.S70RAGESI4ED-PLANS.COI I RIDGE VENT HARDITRIM RAKE BOARD (SEE (SEE NOTE 4) 12 4 - 24 ASPHALT SHINGLES - (SEE NOTE 3) FLASHING HARDITRIM BAND BOARD (SEE NOTE 1) DRIP EDGE OVERHANG (SEE N NOTE �) ARDItRIM(SEE NOTE 8) FLASHING BASE TRIM (SEE NOTE 5) GRADE 1Gx20 Barn Plan SCALE:1/4''=1 '-0" REAR ELEVATION O \J) zz > z c IE rti(j) z A ru rn ril U) -TI U) )U U) c 0 U) IE Ju -T) 2u c (J)0(D t- )U (P-4 -u(p A 0 m Gzi -7 M > < z rn C Z m rtl C LP (0 c )U rnOD 43 u Z z T- U)-R (D 2u ug M 10 U) 20 —M >r- > rn13 --\Tj y U)1>< -( <o rtl -u U) )U )> T A X A U rFl -0 O U) n,l NNN.STORAGESNED-PLANS.COM PA! N v� _�'____Z______FL oo yI�_�_ )gvf`.r�, _-�on1..�c,E_._._c_s___o��✓�.-- 2X1 J I T C C X U O R311.5.3.21 read epth.The minimum tread depth shall be 10 L!2 inches(254 mm).The tread depth shall be measured horizon- tally between the vertical planes of the foremost projection of ; ~ adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than Y, inch (9.5 mm). Winder treads shall have a minimum tread depth of 10 inches(254 mm) measured as above at a point 12 inches(305 mm)from the side O where the treads are narrower.Winder treads shall have a mum tread depth of 6 inches(152 mm)at any point.Within any U_ flight of stairs,the largest winder tread depth at the 12 inch(305 mm)walk line shall not exceed the smallest by more than '/$ inch(9.5 mm). a w : 12 IN. 12 KN4 10 IN. MIN 6 IN. MIN `., 6 IN. MIN k3= r '5For SI:1 inch=25.4 mm. Figure R311.5.3.2(1) i I NG WINDERS NNW.STORAGESNED-PLANS.COM Con S �� T ED X � — O Ivi N� .- I OPTIONAL LOCATION OPTIONAL LOCATION X � \ / I X op pouf (AfO 70 a' a 16' FA-T i c Dco e-S (11jo 16x20 Barn Plan SCALE:114"=1'-0" FLOOR PLAN 2006 WaslA-gton State EnergyCoue - Prescriptive P TABLE 6-1 PRESCRIPTIVE REQUIREMENTS" FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Glazing Glazin U-Factor Watl12 Wall- Wall- Option dGrade Option AreaiO: Door 9 Ceilin z Vaulted Above ine ext° s %of Floor Vertical Overhead" U-Factor g Ceiling3 Grade Below Below Floor Grade Grade 1. 10% 032 0.58 0.20 R-38 R-30 R15 R-IS R-10 R-30 [I.* 15% 035 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 t(L 21% 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 Occu h ------------ 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 Oniv invited 0.3 0.58 R-38/ 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. 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. '1dv'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 wails 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 manufacturers 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 1-1-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 1-1-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 & . a � Spruce 110' 30' 1 � Wooden Gate 0 �""'N • Access 14' New Shed/ , Workshop �►�A� 24' Z APPROVED 1805 Rosewood Street Dater-zs-oq Tax # 985 202 101 Permit No. a„a 09- i6 L By: -R%Z e --%Y Lo w- Building Official CITY OF PORT TOWNSEN 6 AfLh(bE W AVO #rA cD NLU v m rt m � Z (n 20' (D r ; ADU -TIT FtUNT �o 51�E S I mac.K ,o 1 20'-0" House Gar1v1.E- Doo2. /3 YU ZO Garage Electim Panel Existing Structure Parking Area No change M � I Rosewood Street NNN.STORAGESNED-PLANS.CON EXTERIOR STYLE GYPSUM BOARD BY OWNER 2 X 6'S STUDS @ 16" O.C. FOOTING TO EXTEND BELOW FROST LINE �4" CONCRETE SLAB SEE FOUNDATION NOTES II Qo ° it a z m � a _ O u 1r" MIN10 ® I� ® LIT �IIC � ® ®TI �1G N.T.S. 16x20 Barn Plan NNN•STORAGE!5-4ED-PLANS.COI"1 2X10 RIDGE RI VENT BOARD 12 2X6 RAFTERS 4�— 016 O.G. (2)2X6 PURLIN ASPHALT SHINGLES 12 E 2>0 COLLAR �p30 ROOF PELT TIE 16.OC. R-14 INSULATION 24 2X6 RAFTERS 6 016'O.C. 3/4"CDX PLYWOOD ATTACH PER 2000 IRC NAILING SCHEDULE 3/4'COX PLYWOOD ATTACH PER 2000 IRC SCHEDULE XV FLOOR Jd6f-V✓Or. RIM BOARD $ 10'PLATE HEIGHT HARDITRIM 51 2.5A (2)2X6 TOP PLATES HURRICANE CLIP ' DRIP EDGE 2X2 NAILER - HARDISOFPIT PREVENTED PLYWOOD 14ARDIPLA14K SIDING(SEE ELEVATION NOTES FOR STYLE) 1/2 GYP BOARD 2X6 MID WALL BLOCKING TYVEK HOUSE WRAP R 19 INSULATION FLASHING 2X4 TREATED BOLE PLAT HARDITRIM 7/16"X 5-1/2' OVER IW-1/2"TREATED WOOD . • ....,.,... .. . ,...;... . .. •,. ... .:.. * ...•. 1 RIP U R GST FLASHING SLOPE 4'5000 P.S.I.CONCRETE WITH I GRADE AWAY •''•� 1/2Q'•DP FIBER MESH PER YARD FROM BUILDING OVER 6 MIL POLY OVER SEE FOUNDATION COMPACTED FILL NOTES FOR (2)#5 ANCHOR BOLT REBAR 3' SIZE t SPACING CLEAR PROM BOTTOM 4 SIDES 16x20 Barn Plan SCALE:114" =1 '-0" u N I) ,3 NNN .STORAGESNED-PLANS.CON GS As�+�rn.S 3 2 ° ° ° a 1. ANCHOR BOLT. 2. 2 X 6 SILL PLATE. 3. CONCRETE FOUNDATION (:H)42 X 6 SILL 16x20 Barn Plan 1 NNN.STORAGESNED-PLANS.CON TWO 2 X 4 TOP PLATE CRIPPLE STUDS CONTINUE COMMON WALL STUD SPACIN DOUBLE 2X HEADER WITH 1/2" PLYWOOD SPACER BETWEEN TRIMMER STUD KING STU NOTE Provides maximum nailing surface on interior and exterior walls. 1(ox20 Barn Plan WWW.STORAGESNED—PLANS.COf„1 16d STAGGERED 16" O.C. 0- 1 rod i o —� i Ix4 MIN. ° ° ° ° a • OR i I/4" WIDE o 16 CaAUGE STEEL ~ lOd • • • ' STRAP BRACE AT 45• OR • PLYWOOD PANELS WILL ALSO 8d SUFFICE O • U Z ' Q • Z 3 O f� SOLE v ° PLATE IOd • IOd TOENA I LED J U i 0 0 � 0 0 o Q 16x20 Barn Plan o a Q NNN.STORAGESI- ED-PLANS.CON 4 3 I. WOOD GLAZING STOPS AA STAIN GRADE. 2. 1" JAMB. 3. 1 X_ 3 TRIM STAIN GRADE. 4. 5/8" GYPSUM BOARD., 2 I ? OD HEAD l(ox 0 Barn Plan NNN.STORAGESN ED-PLANS.CON 4 I 3 2 I. 1 X 3 TRIM STAIN GRADE. 2. 5/5 GYPSUM BOARD. 3. 1" JAMB STAIN GRADE. 4. GLAZING STOPS STAIN GRADE. � W® ® D SULK N.T.S. 1Gx20 Barn Plan NNN.STORAGESI4ED-PLANS.GCI l TOP PLATES TO BE OFFSET 24" MIN.4" MIN (2) ROWS 16d NAILS (12 TOTAL) DOUBLE TOP PLATE 2 X6 STUDS 4 16" O.C. U.N.O. W/ (2) 16d NAILS @ STUD TO PLATE L T® P PLATE SPLICE 1Gox20 Barn Plan NNN.STORAGESN ED-PLANS.COI"1 2 s 7 1. DOUBLE HEADER WITH PLYWOOD 2. TOENAIL. 3 3. 8" O.C. STAGGERED. 4. SOLE PLATE. 5. SILL SHOWN CUT AWAY TO SHOW NAILING. 5 1 6. KING STUD. 7. TRIMMER, 8. CRIPPLE STUD. 8 4 WII� ® OW OPENINIG N.T.S. 1Gx20 Barn Plan NNN.STORAGESNED-PLANS.CON 3 2 1 1. HEADER. 2. CRIPPLE STUD. 1 16" O.C., STAGGERED. 4. SOLE PLATE. 4 @_O R OPENING N.T.S. 1Gx20 Barn Plan CDX PLYWOOD SHEAR WALL INSTALLED W/ LONG WWW.STORAGESHED-PLANS.CON DIMENSION ACROSS STUDS. STAGGER VERTICAL JOINTS AS PER IRC 2000 R603.7 PANEL SHEATHING USED AS CORNER BRACING W/ LONG DIMENSION PARALLEL TO STUDS ® ENDS UNLESS OTHERWISE REC— OMMENDED BY MANUFACTURER WALL FRAMING SIDING MATERIAL 00 a d ° PER 2000 IRC a Q . Q' d ° G d K TYPICAL SHEAR WALL " N.T.S. 1(ox20 Barn Plan NNN.STORAGESNED-PLANS.CON 2 1/4" DEEP SAW CUT JOINT (OR FORMED JOINT), SEE PLAN FOR LOCATION 4" MINIMUM COMPACTED AGGREGATE BASE COURSE (ABC) (1:> CONTROL JOINT IN SLAB N.T.S. 1(ox20 Barn Plan NNN.STORAGESi- ED-PLANS.COI"f I 2 I. 2 X HEADER. 2. 5/B" GYPSUM BOARD. 3. WOOD TRIM. 3 4. WOOD HEAD. 5. WOOD STOP. 5 4 R IN IRIOR DOOR NEADIR N.T.S. 16x20 Barn Plan x N � O � 01 fl 0) fl D rn 0) rri d -o r D CO \ O 3 D r Iz)Cl < D Y U, z rn�z cn M - c �- rnZz 3 z c �Dp -"c 3 D7 p c � O p t3riQ� �A-u D ON D -u u j-i c =Ujrn �,Uplmz DCpDT- Dn a � ZT,iz �> rn0C D �1 � �Zrn p rz NNN.STORAGESNED-PLANS.COM 2X TOP PLATES OV LAP AT CORNER LOCKING LLS TOGE ER 2X6 WALL 57UDS 1(ox20 Barn Plan NNN.STORAGESNED-PLANS.00�1 30 LB ASPHALT FELTS UNDERLA'r `IE T WOOD DECK ASPHALT CEMENT / METAL DRIP APP'D / DIRECT TO 1-1D, D CK METAL DRIP AT RAKE APPLIED OVER UNDERLAr- MENT Use only nails to hold underlayment in place until shingles are laid. 1(ox20 Sam Plan NNN.STORAGESNED-PLANS.CON EAVES FLASH'G MET. DRIP STRIP 36" MIN. EDGE APP'D„ UNDERLAYM'T OVER FELT ALONG RAK FELT 30 ASPN `;.,�,!c•' , WOOD +' ,d • ' DECK " �.ti• (VARIES) •.:{'� ' ' r •�t , ," •,, '''„' + METAL NAIL— ,' ;' �• '' •,y r .• DRI I NG r r STARTER STRIP r • OR COURSE OF SHINGLES INVERTED START FIRST COURSE WITH FULL STRIP START THIRD COURSE START SECOND WITH FULL STRIP COURSE WITH FULL MINUS FIRST TAB STRIP MINUS 1/2 TAB THREE TAB SQUARE BUTT STRIP SHINGLES 1(ox20 Barn Plan NNN.STORAGESNED-PLANS.CO l 30 LB ASPHALT FELTS UNDERLAYME T WOOD DECK i -� ASPHALT CEMENT / METAL DRIP APP'D / DIRECT TO WD. D CK METAL DRIP AT RAKE APPLIED OVER UNDERLAY- I"IENT Use only nails to hold underlaynnent in place until shingles are laid. 1(ox20 Barn Plan NNN.STORAGESNED-PLANS.COI"f A FILLER BLOCK ONE 16d TO FILLER • BLOCK 71-REE 1Gd TO FILLER BLOCK iGd STAGGERED 12" O.C. VERTICA THREE IGd IOd TOE- TO FILLER NAILED BLOCK TO SOL ' SOLE 1(ox20 Barn Plan NNN.STORAGrESNED-PLANS.C-0 I 16d STAGGERED 16d • • 1x4 I"fIN. OR i 114" WIDE IDd 16 GAUGE STEEL STRAP BRACE AT 45, OR PLYWOOD PANELS WILL ALSO Sd SUFFICE SOLE PLATE IOd • 106 TOENAILED lGx20 Barn Plan F 7 M, -I I ` ; - g bi 7!, ' or TRIO VG 7! Rp Ag Ilk 4i VZ 7T A 04 ;R 4 w X., Ware W.,Water k Stonn Water I ih 50 f-t NNN.STORAGESNED-PLANS.COI"I ?UPAT t�_wp_Low-,) paqdlkt� _��fi-----Z----_-_�L oO Vim___�Q-v W vl.�---fi o�_L 69(s E _L.S-- - D�F_✓Z, AO w►tii�_ "� - - --- ---- - -- - ---- - -- -- (2) 2X1O J015T 8 OPENING (2)2XlO U 0 (2) 2X10 JOIST 4 OFENING O O O _B X N 1(ox20 Barn Plan SCALE:114"=1 '-0" CEILING FRAMING WNW.STORAGESNED-PLANS.COM (2) 2XIO JOIST 4 OPENING (2)2XIO U O (2) 2XIO JOIST 4 OPENING N O pC O O u _O X N i(ox20 Barn Plan SCALE:1/4"=1 '-0" CEILING FRAMING WNW.STORAGESHED-PLANS.COM NOTES OPTIONAL DOOR * N 1 N DON LOCATION ARE SHOWN ON THE FRAMING PLAN TYPICAL 2Xro SIDING EXTERIOR WALLS 1/2" PLYWOOD SHEATHING 2X6 STUD 6 IV' O.G. R19 5ATT INSULATION VERIFY WINDOW 4 DOORS ROUGH OPENING PRIOR TO CONSTRUCTION HEADER &GHEDUL 1 (2)2XIO HEADER WITH 1/2" PLYWOOD 2 5 1/4"X14" TIM5ERSTRAND LVL 1(ox20 Barn Plan SCALE:114"=1'-0" FRAMING NOTES NNN.STORAGESPED—PLANS.COM op 00 �t d- X (o ' X2 .4 ' X �n cn I, (2 �w8lz OPTIONAL LOCATION OPTIONAL LOCATION X � \ / � X x 9 ,x8, �t 8' 8' 16' 1(ox20 Barn Plan SCALE:1/4"=1 '-0" FLOOR PLAN NNN.STORAGESNED-PLANS.COM OUTLINE OF WALL BELOW (2) 2X8 F`URLIN -Lltar i I U I I O I I � ca i I � I I � d I I � � I I I I I i IL 11 111 1111 J 2X8 RAKE 2XIO 2X4 FLAT OUTLOOKS RIDGE BOARD 'a 1 O.C. i(ox20 Barn Plan SCALE:1/4"=1 ' -0" ROOF PLAN NNN.STORAGESHED-PLANS.COrl RIDGE VENT HARDITRIM RAKE BOARD FASCIA (SEE NOTE 4) l2 24 ASPHALT SHINGLES (SEE NOTE 3) FLASHING HARDITRIM BAND BOARD (SEE NOTE 1) DRIP EDGE OVERH,4NG (SEE NOTE �o) HARDITRIM (SEE NOTE S) FLASHING BASE TRIM (SEE NOTE 5) GRADE 1Gx20 Barn Plan SCALE:1/4''1 '-0" REAR ELEVATION N i o ul m Nb z1 mzr O b p (P 9 m u I> 7- QI - O z z � m b � � � �l m A � K D D � m trn1, Orn y A m ] C7 Lu A D Z � n 3 ",t7 rn �❑ C7 0 N M N O (� �, � = m -+ cn r � cn -I mm N= m and W z ►T► m z z m rn � A -I Xl 0 m < rrr 3 m 3 m N D ut o� O �\ V Cy A- NNN.STORAGESNED-PLANS.COM SEE t�OTES I N I CONTROL JOINT I I EDGE OF SLAB 1(ox20 Barn Plan SCALE:1/4"=1 '-O" FOUNDATION PLAN 0�� NNN.STORAGESHED-PLANS.COM FOUNDATION NOTES (o. THE AREA WITHIN THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOIL $ FOREIGN MATERIALS REMOVED. FILL MATERIALS SHALL BE FREE OF VEGETATION AND FOREIGN MATERIALS. THE FILL SHALL BE COMPACTED TO ASSURE UNIFORM SUPPORT OF THE SLAB, AND EXCEPT WHERE APPROVED, THE FILL DEPTHS SHALL NOT EXCEED 24" FOR CLEAN SAND OR GRAVEL AND 8" OF EARTH. 7. AN APPROVED VAPOR RETARDED N I TH LAP JOINTS NOT LESS THAN G" SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB $ THE BASE COURSE OR THE PREPARED SUBGRADE NHERE NO BASE COURSE EXISTS. 8. 4" THICK 3000 P.S.I . CONCRETE I SLAB WITH 1 2# OF FIBER MESH PER YARD OVER G MIL POLY OVER TERMITE TREATED COMPACTED FILL. q. ALL WOOD IN CONTACT WITH SLAB SHALL BE TREATED, 10. VERIFY ALL DIMENSION BEFORE CONSTRUCTION 11 . SLAB SHALL HAVE A MIN OF TWO #4 BARS AT THE TOP $ BOTTOM OF THE SLAB 12. VERIFY ALL PLUMBING ELECTRICAL STUB OUTS BEFORE CONSTRICTION 1(ox20 Barn Plan SCALE:114"=1 '-0" NOTES NNW.STORAGESNED-PLANS.CON RIDGE VENT ASPHALT 6HINGLE5 (SEE NOTE 3) F 12" RAKE (TYP.) I I I I i I FASCIA (SEE NOTE 4)--Ix /4 (5EE NOTE 2) WINDOW ® UANDOLU LUALK DOOR TRIM (SEE NOTE 1) DOOR TRIM HARDI TRIM BASE TRIM (SEE NOTE 8) (SEE NOTE 5) GRADE 16x20 Barn Plan SCALE:114''=1 '-0" SIDE ELEVATION NNN.STORAGESI-IED-PLANS.COM OPTIONAL LOCATION OF WINDOW 2x6" alto"O.C. 0 N (V �t I_ X � OPTIONAL�LOCATIeN cn OF (DOOR � 29 x8' �111 n �I n _& I� 2 2 2 2 V l\- 800 (R- LyF77 --aL�o w - ---------- ----- 1(ox20 Barn Plan SCALE:114"=1 '-0" FRAMING PLAN Tree locations Conifer Tree Trunk 2'dia Spruce Street Fence Gate fifer UNew Shed/ Workshop Cherry Tree 7'-0" Trunk 8"dia I � I T I I I e I � Apple, I U I _ I t5 m I D I 15- I U Apple Tree Z Trunk 5"dia 2 1805 Rosewood Street Tax # 985 202 101 7n T b!&v L lke YU— Al 4� W in A. eq, C.r % gl A Al A Water Waste Water 1p Storm Water 1 inch 50 f�t At- I tj— In NNN.STORAGESHED-PLANS.COM FOUNDATION NOTES I . WHERE THE BUILDING OFFICIAL DETERMINES THAT IN-PLACE SOILS NITH AN ALLOWABLE BEARING CAPACITY OF LESS THAT 2000 P.S.F ARE LIKELY TO BE PRESENT AT THE SITE, THE ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY AN SOILS INVESTIGATION. 2. ALL FOOTING ARE TO BE SUPPORTED ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL. ASSUMED SOIL BEARING CAPACITY IS 2000 P.S.F. 3. IN AREAS OF SEVERE NEATHERING INCREASE CONCRETE FORM 3000 P.S.I . TO 3500 P.S. I . 4. ALL EXTERIOR FOOTINGS AND FOUNDATION SYSTEMS SHALL EXTEND BELOW THE FROST LINE. ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND. 5. ANCHOR BOLTS SHALL BE PLATED 4' O.C. MAX $ I ' PLATE SECTIONS $ CORNERS. ANCHOR BOLTS SHALL BE AT LEAST 4" IN DIAMETER AND SHALL EXTEND A MINIMUM OF 12" IN THE CONCRETE. PLATE WASHERS A MINIMUM OF ,Z3 )c3x BYE' BY.,�4 /THICK SHALL BE USED ON EACH BOLT, 1Gx20 Barn Plan SCALE:1/4"=1'-0" NOTES I M Permit Application -Shed/Workshop— 1805 Rosewood Street 1. Plans for the shed were purchased from StorageShed-Plans.com.The plans state dimensions of 16x20, but we intend to extend this to 16x24. 2. Components in the plan (for example,windows)will be included. 3. Plan shows garage doors.These will instead be two large barn doors. 4. Additionally,two skylights will be added on the west facing roof 5. The existing property is on the city water and sewage system, which is shown on the site drawing. 6. Shed will be 16 x 24 feet—per site drawing. 7. Shed is built for hobby, art and workshop purposes only. It is not a dwelling unit. 8. Footings will be 18" deep—per plans 9. Single room, with storage attic 10. Property access points do not change. 11. Shed is 14'from the fence abutting Spruce Street. Fence is believed to be inside the boundary of the property. 12. Shed is 15'from edge of easement line to the north 13. Existing trees are not affected. But are shown on the site plan. 14. Gradient is virtually flat. 15. Excavation of soil for the footings will remain on the property to fill in lower elevations that exist. No earth will be removed from the property. 16.A new electrical cable will be run from the second electrical junction box in the garage (previously installed for our ADU construction in 2008)which has two spare outlets. 17. Electric utility comes into the existing property at the front close to the garage. No change. 18. Electrical cable will be run from the garage underground to the shed as shown on the site plan. Electrical cable will be run through conduit meeting building regulations. 19. Shed will be heated by two electrical wall heaters. 20. Electrical cable will also support light in the shed. 21. No water or sewage will be supplied to the shed. 22. Impervious surface of roof will run water via gutters to two downpipes with splash blocks. 23.A smoke detector will be mounted in the center of the ceiling of the single room building. 24. Project will be constructed by owner and owner`s b-r R&a1 lip,cost'.".Value estimated for materials only. ; 1 i 1iii .. 'C;it"i•..., .,,_'•:v � �._ ®e ve®®pment Services �OppORT s,, ti.. ,. Jc9 Qy�F11. t t p W Residential Building Permit Application Project Address: 1'BOS 9L17SE1404J:$ Legal Description (or Tax#): Office Use Only, ?. P.T. W 2%6 Addition: PETr�tG 1 Permit#BLD09- 1 2- Zoning: r` Block: Associated Permits: Parcel# 5 02©� Lot(s,. [Project Description: to {-KS�}p P ➢ 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: Q%X%S a 11%1EE over$5,000 in valuation per RCW 19.27.095. Address: 1$ 05 P-o5tW00-p Name: N0 L•e�41>6R City/St/Zip: FFOQ.T To w Ns E`O Phone: �O6 —(Oo 4-0 1(0� Project Valuation: $ Email: Building Information (square feet): 1 s'floor Garage: 2nd floor Deck(s): Contact/Representative: 3`d floor Porch (es): Name: SAWS n O w t4 6R Basement: is it finished? Yes No Address: Carport: Other.- City/St/zip.. Manufactured Home❑ ADU ❑ Phone: New Addition Remodel/Repair❑ 1 vae Email: Heat Type: Electric Heat PurPip 1 t'1 Other_ O cm A a i VD I N ia- L-p 3 8 - - Contractor: ,Same-as-Owner Total Lot Coverage(Building Footnrint):* Name: a/ ii °/_ -VSquare feet ° . Address: -i! � ' Impervious Surface:* City/St/Zip: I I ��I i i i v i `nnn II Square feet-0I� *Total existing 8�proposed Phone: I I What year was the structure built? Email: CITY o rr?;, Tnr.ty: air If work includes demolition,see Page 2. State License#: �----Exp': g Any known wetlands on the property? Y Q City Business License#: Any steep slopes (>15%)? Y 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: C.&FIIS C L-&ElxT Signature: Date: Page 1 of 2-5/14/2009 r !� °''�',r,"!}�r i r., �'' s'..s •_f � �r r 1';+t Ctl •t" .ai0• ��j'( t��'� 1 t�� t � ! i�" Z�Y �i , ---�'n.. ' i• E .. v< Y fi da. ,k. - k �..,�� I ..- ;�` �I�� I "��.. `�. V -.• cif ^� `- # � r p;� + �, �� r •a � ;��+ 1. 1 try�>r y r. s'*!. .C--•+ice" " .,. � -1'sr. , �, � _I ��r �� Ik�'. 1 -� n � ._ r ,� I -..a >q''� - . 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'ti :� +:••. `�"+ f� �' ,•It Interpretation Memo From Jeff Randall, BCD Director ®ate: March 7, 2003 Re: Door Width To Be Considered A Garage A contractor wanted to construct a building with a shop/garage on the bottom and an ADU on the top, and did not want to install a driveway for the garage. The contractor was told the downstairs could therefore not be considered a garage. An interpretation was required to determine what width of door is considered to be a garage door. After discussion with staff, the decision was made that a garage door is a minimum of six feet wide. Any door with a width less than six feet is too narrow for vehicle use, and therefore not a "garage" door. i 2� I a • • Page t RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. Residential permit application. i �9� -ti❑Washington State Energy&Ventilation Code forms 'Two (2) sets of plans with North arrow and scaled, no smaller than %4" = 1 foot: ,X. 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 '6Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting 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 ��PC1j lr � 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 N'h ❑ If architecturally designed, one set of plans must have an original signature OAK ❑ If engineered, one set of plans must have one original signature �Jrri 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 TYPE OF HEATING: • Electric: Wall Heater ❑ Baseboard ❑ Electric Forced Air ❑ Boiler • Non-Electric: ❑ Propane ❑ Oil Heat ❑ Heat Pump ❑ Boiler VAPOR RETARDERS: Vapor retarders shall be installed toward the warm surface as represented below. Select one option for floors, walls, and appropriate ceilings: • Floors: ❑ Plywood with exterior glue Poly plastic (greater than or equal to 4 millimeter thick) ❑Backed batts • Walls: ❑Poly plastic (greater than or equal to 4 millimeter thick) ❑Face-stapled, backed batts ALow-perm paint • Ceilings: ❑Not required where ventilation space averages greater than or equal to 12 inches above insulation ❑Face-stapled, backed batts ❑Poly plastic (greater than or equal to 4 millimeter thick) ` Low-perm paint HEAT PUMP EFFICIENCY: As listed in the ARI directory, heat pump efficiency shall be met as follows: ❑Split system, air source heat pump: HSPF greater than or equal to 6.8; COP greater than or equal to 3.0 ❑Single package, air source heat pump: HSPF greater than or equal to 6.6; COP greater than or equal to 3.0 ❑Water source heat pump: COP greater than or equal to 3.8 ❑Ground source heat pump: COP greater than or equal to 3.0 CENTRAL COMBUSTION HEATING SYSTEM AFUE: As listed in the GAMA Directory, the central combustion heating system AFUE rating shall be: ❑Greater than or equal to .78 (Med. Prescriptive Options& Chap 5 Calculation) ❑Greater than or equal to .74 (low Efficiency Options) ❑Greater than or equal to_.8.8-QJigh-Effciency Options) ❑Other I`.;� fr I(' I �11I E(as per Systems Analysis Qualification) k_lJ_ :1 I L.'J_ Cii'{OF FG S E N C:\Documents and Settings\rnarkp\Local SettingsUernporary Internet Files\Content.Outlook\YCFWUM82\Checklist-Indoor Air Quality.doc 2006 Washii ton State Energy COI.. - Prescriptive TABLE 6-1 PRESCRIPTIVE REQUIREMENTS" FOR GROUP R OCCUPANCY CLIMATE ZONE 1 �z Wail• Wall• s Glazing Glazin U-Factor Wall , , Slab Option Area 10: Door e Ceitingz Vaulted Above int ext Floors on %of Floor Vertical Overhead' U-Factor Ceiling Grade Below Below Grade Grade Grade 1. 10% 032 0.58 0.20 R-38 R-30 R15 R-15 R-10 R-30 R-10 [L* 15% 035 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 Ill. 25% 0.40 0.58 020 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 Onl 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 RA Occupancies Only V. Unlimited 0.35 0.58 0.20 R-38/ R-30/ R-21 / R-15 R-10 R-30/ R-10 Group R-1 U=0.031 U=0.034 U=0.057 U=0.029 and R-2 Occupancies Onl' * 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 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 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 ofceiling 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,lazing 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% ini um F veUae'thickness of 3.5"are exempt from this insulation requirement. Effective July 1, 2007 Li U U L o 1 ^C09 ti 2006 Edition CITY OF PORT TO'h!NStND DAD gTApg Before'. hir� ng v De erttof Z.cr� arrdlndusb�es 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 advernise wiCfiou i cludinggtl{e _ p p y g I I I )I L� U u liability. It also ensures that contractors have a 12-character contracto-r,regtstration-number in current Unified Business Identifier(UBI) the advertisement. I Iccount Number and Federal Employer JULJ U L 3 1 2009 Account Number. -1 £ ~ti� rp Any correspondence you send to a contractor Consumers and businesses need to should clearly state that bids will not be accepted Eearn aboutprospel"ctivecontraeLors unless the contractor provides a valid registration before contracts are sigied,and before number. money is paid If you have questions about a contractor or need more While the law does not guarantee perfect tnforiatiorr aboue contractor performance, it improves the likelihood that registrationIaw,call the Department of the contractor does competent work. LabaC and Industries on Qur state wide Registration - • • pena ties infornatton lme A maximum $3,000 fine and a misde- QQ c meanor infraction can be levied against any con- tractor who performs work or submits a bid with- out being registered with Labor and Industries. 7. Unpaid workers can place a lien on your 12 tips to remember 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 I. Be wary of contractors who-ask-you to'.... find the contractor. pick up the building permit. 3. Plan your project carefully, includinInsurance protection g,. .ti.;. 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.yetOur 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 1-8��-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 bonded. Risks and liabilities 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,creed,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- OWNER 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. of 90RT T�h + ys u c Receipt Number Receipt Date 10/1NO 3I2010 Cashier MR MWAY s ; Payer/PayeegName Christopher Gilbert MIm rcels Fee Description Amount = cPatdg � Balance_.�• .e��.:s<>. .. .4#O� .: BLD09-162 985202101 Extra inspection if necessary $50.00 $50.00 $0.00 BLD09-162 985202101 Extra inspection if necessary $50.00 $50.00 $0.00 Total: $100.00 Prevrous PaymentH►story � s e Receipt.# 3Receipt Date y �' Fee Description Amount PaidPermit# � _�i ,e�� 09-0704 08/25/2009 Building Permit Fee $195.25 BLD09-162 09-0776 09/18/2009 Building Permit Fee $337.40 BLD09-162 09-0623 08/04/2009 PLAN REVIEW DEPOSIT 50 $50.00 BLD09-162 09-0704 08/25/2009 PLAN REVIEW REFUND 50 -$50.00 BLD09-162 09-0704 08/25/2009 Plan Review Fee $126.91 BLD09-162 09-0704 08/25/2009 Record Retention Fee for Building Permit $10.00 BLD09-162 09-0704 08/25/2009 State Building Code Council Fee $4.50 BLD09-162 09-0704 08/25/2009 Technology Fee for Building Permit $5.00 BLD09-162 Payments Check, Payment Method' Number �y �lgmount CHECK 2095 $100.00 Total: $100.00 genpmtrreceipts Page 1 of 1 OF,?OPT TOh ya�o Receipt Number: 09 0776 AO I" Receipt Date 09/18/2009 CashierSWASSMER PayerlPayee�Name GI CHRISTOPHER _ ;So K11" RPM', ` d � Py Ta s3 �Onginal Fees , Amount Feed ro 1 y = ?- �ermtt# parcel Fee Descri tion Amount Patd ,, Balance �� BLD09-162 985202101 Building Permit Fee $532.65 $337.40 $0.00 Total: $337.40 Rec�etpt# � ^,,"SRecetpDate� � v �Fee Descrtption�, „Amou�tPaid� �, Permtt#� 09-0704 08/25/2009 Building Permit Fee $195.25 BLD09-162 09-0623 08/04/2009 PLAN REVIEW DEPOSIT 50 $50.00 BLD09-162 09-0704 08/25/2009 PLAN REVIEW REFUND 50 -$50.00 BLD09-162 09-0704 08/25/2009 Plan Review Fee $126.91 BLD09-162 09-0704 08/25/2009 Record Retention Fee for Building Permit $10.00 BLD09-162 09-0704 08/25/2009 State Building Code Council Fee $4.50 BLD09-162 09-0704 08/25/2009 Technology Fee for Building Permit $5.00 BLD09-162 Checker � Payment Method Number ` °Amou Y CHECK 2077 $337.40 Total: $337.40 genpmtrreceipts Page 1 of 1 �pOPT roy o o Receipt Number 09 0704�rj,--, Receipt Date 08/25/2009 Cashier SWASSMEF2 Payer/Payee Name McClave Construction Inc 14 M 0i m4 r Ongmaa�12 UE lFee =Am ount Fee;: Permit3# Parcel FeeDescription jM Amounts Paid Bala ce BLD09-162 985202101 Plan Review Fee $126.91 $126.91 $0.00 BLD09-162 985202101 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD09-162 985202101 State Building Code Council Fee $4.50 $4.50 $0.00 BLD09-162 985202101 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD09-162 985202101 Building Permit Fee $195.25 $195.25 $0.00 BLD09-162 985202101 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $291.66 Prevrous Payment}Hrstory r a: ° tcLIU eceiptDate FeeDR ount�Paid Permit# 09-0623 08/04/2009 PLAN REVIEW DEPOSIT 50 $50.00 BLD09-162 Payment Check pa enf MethodAi Numbed flmount CHECK 4577 $291.66 Total: $291.66 genpmtrreceipts Page 1 of 1 90RT>O� City of Port Townsend Invoice ° a Development Services Department 9 `!' 250 Madison Street,Suite 3,Port Townsend,WA 98368 Date: 25-SEP-13 (360)379-5095 Invoice# 2491 GILBERT CHRISTOPHER JENNIFER HAMILTON BAINBRIDGE ISLAND WA 98110-2640 Application No BLD09-162 Project: Workshop/Studio Application Type Residential-Accessory Structure Parcel# 985202101 Subdivision: PETTYGROVE'S 2ND ADDITION Block/Lot Site Address: 1805 ROSEWOOD ST Description Fee Amount Paid/Credit Balance Due Extra inspection if necessary $50.00 $50.00 $0.00 Extra inspection if necessary $50.00 $50.00 $0.00 Plan Review Fee $126.91 $126.91 $0.00 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 State Building Code Council Fee $4.50 $4.50 $0.00 Technology Fee for Building Permit $5.00 $5.00 $0.00 Building Permit Fee $532.65 $532.65 $0.00 Record Retention Fee for Building Permit $10.00 $10.00 $0.00 Total Fee Amount: $779.06 Total Paid/Credits: $779.06 Balance Due: $0.001 Page 1 OF pORT TOh- i 9 i Receipt Number: 09-0623 _ [� �• �sEq_ k - f a Receipt Date 08/04/2009 � � Cashier �SFOSTER �-�� �,PayeyrlPayee Name '�GILBERT CHRISTOPHER� � '��3 �,� ..�u��,� � ;kc ��'.�..�..�....,.-_.:�.: .._ � .��'�-: S �.i-:._._....�'."t:_'S X_,.::�-C�.��.?..�_...._-h.v___._•"��_�s�-P s.._ ....��_z �.... .a. ..,..�s,,...<::_�-,sa_?.:..�1�s�.w.�i , s; £- s r s - W E ,OnginaI Eee Amount Fees Permit# , Parcels FeeDescn tion4 � t Amount Paid TEWance x ...a� sa aW,s... 1. 4,-s - .✓ P...i 3sa..:s -.-, F `:x..,.. ''aaFa '=�?`y... BLD09-162 985202101 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 Recei t# � Receipt Date Fee Description Fr.Amount Paid Permit# Paym Check^ Payment CASH N/A $50.00 Total: $50.00 genpmtrreceipts Page 1 of 1