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BLD04-024 (oversized drawings not scanned)
CITY OF PORT TO WNSEND PERMIT ACTIVITY LOG DATE RECEIVED: --Lo Vk L-. y, PERMIT#�11, ) L -1 SCOPE OF WORK: J-, 1, ..................... ....................... DATE ACTION INITIALS Entered into TRIPS ESA—to Planning evidence of ES, Vested Date Checked for Completeness c" o 00) ti cu C-6 10 �. AiJ 14- (( Az- LL:) 1"', iii IT, n itr > \\13cd_permits\forms\BUILDING\Pennit Activity Log.doc "ORT `j, CITY OF PORT TOWNSEND PUBLIC WORKS DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT PERMIT NUMBER: U—[ w , Address Contractor Owner Date of Inspection - Worksite or Cell Phone# ❑ Erosion/Sedimentation ❑ Plumbing/Top Out ❑ Drywall/Fire Wall ❑ Setbacks/Footings/UFER ❑ Gas Pipe/Pressure Test ❑ Gas/Wood Appliance ❑ Foundation Walls ❑ Propane Tank/Line ❑ Manufactured Home Set-up ❑ Slab Interior Footing/Insulation ❑ Mechanical ❑ Public Works ❑ Groundwork/Plumbing est ❑ Framing CI Other/Consultation 9 9 ❑ Underfloor Framing ❑ Insulations S... ❑ Shear Wall/Holdowns ❑ Interior Shear/BWP Nail ❑ FINAL If corrections required, re-inspection must be done prior to covering or concealing areas of construction. Additional fees may be assessed for multiple re-inspections. For Re-inspection, call Inspection Message Line at (360) 385-2294 prior to 8:00 AM. NO OCCUPANCY UNTIL FINALIZED BY BUILDING AND, IF APPLICABLE, PUBLIC WORKS. VIOLATION ❑ APPROVAL ❑ CORRECTION REQUIRED APPROVED WITH CORRECTION ❑ NEED APPROVED PLANS & PERMIT ON SITE �........�...... ..... _ .....�_ �m._,... l �rm a _ �.... _ permit card must be on-sit Approved plans and per a and available at time of inspection. Inspector ........__.- Date VOW' CITY OF PORT TOWNSEND PUBLIC WORKS �� ,.,u DEVELOPMENT SERVICES DEPARTMENT c w `t INSPECTION REPORT ......... PERMIT NUMBER: _. w ........�.� ..... Address Contractor U Owner IVW Date of Inspection Worksite or Cell ohone# / ,� m ❑ Erosion/Sedimentation ❑ Plu bin well/Fire Wall ❑ Setbacks/Footings/UFER as l l d re° bire "' '.Ji�Gas/Wood Appliance ❑ Foundation Walls ❑ Propane Tank/Line ❑ Manufactured Home Set-up ❑ Slab Interior Footing/Insulation ❑ Mechanical ❑ Public Works ❑ Groundwork/Plumbing Test ❑ Framing ❑ Other/Consultation ' �.� ❑ Underfloor Framing ❑ Insulation e ❑ Shear Wall/Holdowns ❑ Interior Shear/BWP Nail ❑ FINAL ��.n.......�e....� If corrections required, re-inspection must be done prior to covering or concealing areas of construction. Additional fees may be assessed for multiple re-inspections. For Re-inspection, call Inspection Message Line at (360) 385-2294 prior to 8:00 AM. r 4` NO OCCUPANCY UNTIL FINALIZED BY BUILDING AND, IF APPLICABLE, PUBLIC WORKS. " °'`"'°'"rr ° ❑ VIOLATION ❑ APPROVAL ❑ CORRECTION REQUIRED ❑ APPROVED WITH CORRECTION ❑ NEED APPROVED PLANS & PERMIT ON SITE _ m q"" Y dAd ry, Y „ f tt I 4U eeeee� LZ b fk .. .._ —,�,m.m... ..... r tra k ,....... k,..o ., �.., q a, , f° � f , 4�n d — ,�,. X YL ... �_ .. .._... —_.. w.... ��.. ._ ti r� feu . ..... ....A.. �...rovedlans and permit card must be .��_�_....� .. �___-- .........e ......... � ..... ... _ Approved p p on-site and available at time o inspection. Inspector_-.------ _. _„ Date „ q CITY OF PORT TOWNSEND PUBLIC WORKS DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT PERMIT NUMBER; Address w wLe km A/'Vn hw Contractor .. _ P .- ........I......_...___....... ........_�. Owner .. / .... ........ __�.. m r Date of Inspection TWorksite or Cell Phone# �._ ............... �.. �. ___ ❑ Erosion/Sedimentation ❑ Plumbing/Top Out ❑ Drywall/Fire Wall ❑ Setbacks/Footings/UFER ❑ Gas Pipe/Pressure Test ❑ Gas/Wood Appliance ❑ Foundation Walls ❑ Propane Tank/Line ❑ Manufactured Home Set-up ❑ Slab Interior Footing/Insulation ❑ Mechanical ❑ Public Works Ll❑ Underfloor Framing ing Test ❑LJ Insulation on e�/c t n' onsu to ❑ Shear Wall/Holdowns ❑ Interior Shear/BWP Nail ❑ FINAL :f 4,y C If corrections required, re-inspection must be done prior to covering or concealing areas of construction. Additional fees may be assessed for multiple re-inspections. For Re-inspection, call Inspection Message Line at (360) 385-2294 prior to 8:00 AM. NO OCCUPANCY UNTIL FINALIZED BY BUILDING AND, IF APPLICABLE, PUBLIC WORKS. ❑ VIOLATION ❑ APPROVAL 'CORRECTION REQUIRED ❑ APPROVED WITH CORRECTION ❑ NEED APPROVED PLANS & PERMIT ON SITE g e� r '"�..w m e.eee.. .. �r — .. r" V a �� :� _ ��.. r �P „w tied ���, ... � F ....... ,1” N" w Approved plan's"and permit card must be on-site and available at time of inspection. Inspectore . m. ...e ,.._.. -- __ - _. _w.._... ......_- — ... Date ..m .. ... NAME [�lerrriift No vc?'(P ............, /;4 "o, /bA, F1 12 21� 1�m rqo i i II iIIIs rAG []ate C'M' OF:: :°"OFIT TOW kISE!ND, BUI E)H',G & COMM J,,,Il-YDf:::VE:t Ut:aNMEP,4 1. VVAlFEI \AN',,i & I<NFZ EMM DHIJG, 181 OLM",CY SE, SUTEE 301, JD, WA 98368 (36 0) 379 '3208 )F��T TOW1,4SE1 'YOU At E I"M 1 13V NO IWH'[) I I W I"dC N1011E WC)RIK S1,IM t BE CO V tt R t:D I.wcjid ri :'HOA'I SES UN III It I E:ABOV I:�VK'H A T�CNS AT flt C(D I M I�G I E D, VV I llttl, CC)F�I U:CTI()lllS I iAV I:- ),1El'4 IMAUItt,CAt 1 1:::0 1�RE IN',,;PI]CMfi,;1111)AT 3R5 !?.I,'94. YO I MAY'A 'P I:::::Ai )IF:CISIONS C)IF I M: 3U It D I I"4G 01::1::ICIAL'f0 T I 1 K)A I M 01 A:'ltt I:::AL S WITI:1114 1;,D NY A C)IF INSIPF:CTION )AT t f-0 R 411�1 9 Q r73 a -N�" too 13 0 CIT Waterman and Katz Building 181 Quincy Street,Suite 301 Port Townsend,WA 98368 Phone:(360)379-3208 Fax:(360)385-7675 CITY OF POIRC'T" TOWNSEND CONSTRUCTION PERMIT & INSPECTION RECORD THIS CARD MUST BE POSTED AT CONSTRUCTION SITE Call 385-2294 for Inspection Permit Number: BLD04-024 Issued: 02/04/04 Parcel Number: 931403001 Job Address: NW Corner Lincoln Field Zoning: PP=1 Type: V-N Occupancy: UU=1 Total Occupant Load: 0 Nature of Work: Athletic E ui ment,Stora a Seed Owner: Port Townsend School District Contractor: School GENERAL CONDITIONS APPLY: See last page SEPARATE PERMITS REQUIRED: Electrical Permit-Contact WA State Dept. of Labor & Industries 360-417-2702 RE UIRED INSPECTIONS APPROVED/DATE TEMP EROSION & SEDIMENT CONTROL See General Condition No. 2 Silt Fence as needed Drive Off Mat to restrict sediment from leaving the site FOUNDATION Setbacks Footings Forms Reinforcement UFER -._ FRAMING Anchor bolts, exterior sheathing, H clips Truss specs on site @ framing inspection FINAL Public Works Sign-off Address Numbers-5"numbers Final-building Call 48 hours before you dig for utility line locates 1-800-424-5555 Page 1 of 2 Building Permit#BLD04-024 GENERAL CONDITIONS 1. Contractors working on this project are required to have a Labor & Industries contractor's registration number and a City business license. Failure to provide proof of this documentation prior to work may result in job shut down while this is accomplished. 2. Temporary erosion and sediment control (TESL) measures shall be installed on-site and inspected prior to beginning construction; call 385-2294. Measures shall include installation of silt fencing and graveled construction entrance (see attached details). Adjacent rights-of-way shall be kept free of dirt debris. Soils exposed during construction shall be temporarily stabilized with mulching, plastic sheeting, etc. Soils shall be permanently stabilized with seeding,plantings, sodding, etc. once construction is complete. Applicant is responsible for protection of adjacent properties. 3. All elements of engineering including nailing, holdowns, sheathing, and alternate braced wall panels (ABWP) require inspection prior to cover. 4. Owner or owner's agent shall review and oversee correction of any and all deficiencies noted by required inspections. 5. Re-inspection is required after inspection report corrections are completed. 6. The Building Department is unable to pass final inspection on your project until Public Works requirements have been completed and inspected. For Public Works inspection call 385-2294. A minimum of tweet -four hours notice is rea uired. Public Works approval must be received prior to scheduling the 'iluild.in I)e artment's final inspection. 7. Final Inspections are required prior to occupancy; A Certificate of Occupancy is required for a non-residential project. 8. All building permits expire if no progress has been made within six months, or if no inspections are done by the Building Department within one year. Call for at least one inspection per year to keep your building permit active. 9. Revisions require review and approval prior to making changes in the field. Contact the Building Department at 379-5086 prior to making changes to the approved plans. 10. POST THIS PERMIT ON-SITE WITH THE APPROVED PLANS. Call 48 hours before you dig for utility line locates 1-800-424-5555 Page 2 of 2 Lincoln field baseball project January 15. 2004 The scope of this project is as follows: There will be stick built storage building constructed at the north west corner of the Lincoln field. The purpose of this facility is to store sports equipment. A 16' X 24' concrete pad will be poured. The main construction will be stick built with T-111 siding on the out side, there will be a dividing wall inside to make two separate spaces. Roof construction will be shed style flat (10' at the front of the shed and 8' at the back) the roof will have 3-tab roof ing There will be power for lights and outlets. This will be a non-insulated space There will be no sleeping or food preparation at this facility. BLD 0 il 0 2 02/03/2004 11 -12 FAX 360 385 i l;),.I.y ur ruwu lurrwar.wj, Vv�. PORT Ax City Port Townsend ty Building& Community Development Q Waterman&Kim SuBding 131 Quincy Strut,Suite 301 �. Poet Townsend `" w Phone 3110.379.3208, ax 360.385,7675 u 2. TO a or COMPANY/AGENCY; ICA � FAX NUMBER: 19 S "DATE; . �" FROM: SUBJECT - `C �/� . S' 'DOTAL NO. OF PAGES INCLUD04G COVER SHEET. �„`.�y, car►-��, s a� �"1�� � � s"dw C.Wy r>c�w.oWtS 3CD yawwXM3 Fax cover ShmLdix T 'd 90S1�BLE09E i 00g0S qZ I H puasumol 'ZJ0d eee :so �10 f,0 qaA 02/03/2004 11.-1,3 FAX 360 385 5 CITY OF PORT TOWNSEND i(,Ir uuz CITY OF POWF TOWNSEND COMMLRCIALL SiJ)OLDING Pr RM T APPLICAI'lON NEW CONSTRUCTION,REMODELS,ADDITIONS.&ALTERATIONS Prop"Owner's Name(s) C1t adl :�_IY7� — qS36 Mailing Addrtiss r �T � � /r "ro a Street Address Parcels �l Zoni'rlgi District _ Construction Type Occupancy Rating Legal Description, Addition �'f] W1,q fQ.l Lot(s) General Contractor's Name Mailing Address A—C ONVOK Phone State UGense Number ty F�xp„ Date: CityBusiness License Number..... ,, ..,.. ......... ....., ........ .._....,„ .......,.. xp_Date: Authorized Repr©wntative/Contact Person: Phone: Q YS-2 o Estimated Value of construction $ -7 96k, 1 I G Financed By , � 9 z�c _ p Date Work is to In Date Work is to be Completed i � � Please check all,that applies for the type of IbuNding permit you are requesting: New Commercial AdOWNENpansiDn New Murd-family-X of units: Change of Use Repair/Remodel/Tenant improvement Grading/Excavation Other(please describe): City S'ewer 3/4"Water Meter 1 112"Water Meter Septic 1"Water Meter 2"Water Meter Side Sewer Contractor; Floor Area The pi0posed structure is to be used for �f6l, Conditioned Space Sq. Ft; Best ooms Sq. Ft Basement Sq.Ft: Storags Sq.Ft: l�1 Mezzanine Sq. Ft: I.ntryll-obby Sq.Ft: Other(pleas describe): Decks Sq. Ft. \\CitypdclbcdWll Formak ommerciol buildino amiloation.doc 2 'd -909-IP6LC096 10040S u21H puasumol ziod eee :B0 �P0 +P0 qad D2/03/2004 11:13 PAX 360 385 7L_, CTTY OF PORT TOWNSEND X003 Property Site AxealCove rage Information."total area of the property in square feet:' Total area covered by structures in Square feet(axleting&proposed; use(dn.bld . Ine for dilrlenl�ioft): Percentage of lot CCYV0 ;l 0r1 Impervious Surfaces. Please provide the square footage o �f';iron of the proposed and existing structures,and the square footage of the total area covered by porches,walkways, patios and driveways,parking,etc. Proposed Building Roofprint Sq. Ft: � Existing Building Roofp ptSj Ft Proposed Garage Roofprint Sq_ Ft Existing Galge"Iiaof(arint Sq. >=t: Proposed PorchMalkway Sq. Fi Existirr Forch"alkway Sq_Ft: Proposed Parking/Drlveways Sq,Ft, Existing.Parking/Driveways 5q_ Ft: Other(describe). �� Other(describe): Total Proposed Impervious Sq_Ft: Total Existing Impervious Sq.Ft %New Please check the plans that you are submitting with thf$applivnUom Site Plan Framing/Roof Framing Plan Parking Plan Building&Wall Sectiorrs---_� Landscaping Plan Etevations,,� Drainage/Erosion Control A. PlugabInlg Foundation Plan -(Mechanical Floor Plan NREC Compliance; Electric Non-. etectric�, SpeciatCdndltlons-Please check YES or NO as applicable YES X10 1. Is the property within 200 feet of a fresh-of stilt water shoreline? 2. `Is the property within the Port Townsend Historical District? 3. Is the property located within or adjacent to an environmentally sensitive area? � 4. N/' HI this proposal involve,any sewer,water or other utility extensions that will or could serve vacant pfopertieS rather than the project site?If yes,please identify the utility extensions and sites X(attach list). 5_ Have any special conditions been placed on this,property,or has the property been subject to any conditions on any prior action of the City(If yes,attach copies of appropriateAccuments): " Subdivision/Short Pkrt/Soundary Line Adjustment? SEPA(environmental review)? Variance? Conditional Use Permit? Street Vacation? \\C1TVpdc\bod\All Forma\Commerclel building apDllcallon,poc E 'd 909-6LE09E ioouoS 6121H puasumol z-+0d eeetGo fro *,0 Gad 02/03/2004 11:14 FAX 360 385 78s.,, CITY Or PORT TOWNSEND 4@004 Planned Unit Development? Restrictive Covenant? Easement? 6. Are any properties within 840 feet of the site owned or controlled by the applicant,any relative or business associate,or any partnership,.corporation,or other entity affiliated with the applicant? (if yes. attach Ilst) .7, Have any of the properties listed in item#6 been developed within the last two years?(If yes, attach Ilst) 8. Have you previously discussed this project with a City staff member?- If yes,who and when?' t4 Zt v C Applicant Certification �v". G<" ; 9 - 2'ZL-*1 The applicant hereby certifies to have knowledge of those sections of the Uniform Building Code and the Port Townsend Municipal Code pertinent to the above project and that the applicant to responsible for constructing in confom~rnance with these codes;the applicant understands that the permit,if issued!,expires in six month,unions work is started;that the permit,after construction has slanted,will expire after one year If an inspection is not made to show slgnlflcant progress on the structure;the applicant agrees to abide by the ordinances, codes,regulations,restrictive covenants,dead or plot restrictions,and water and sewer plans attached hereto;the applicant Certifies that all Information given above and on accompanying plans Is complete and accurate to the best of hislher knowledge:, and the applicant understands that this Information will be relied upon in granting permits and that if such Information Is later found to be inaccurate any permits may be withdrawn. The undersigned hereby saves and holds the City of Port Townsend harmless from any and all causes of action, J clairris.or demands,or from any liability of any nature arising from any non-compliance with any restrictive covenants.plat restrictions,deed restrictions.or other restrictions which may have been established by parties other than the City of Port Townsend, Complete.Application Port Townsend Municipal Code, Section 16.04.140,Vested Rights-SubstanWity Complete Building'Permit Application. Application for all land use and development permits required under ordinances of the city shall be considered under the zoning and other land use control ordinances In effect on the date a fully complete building permit application, meeting the requirements identified in this section,is filed with the Building and Community Developmont Department. Until a complete building permit application is filed,all applications for land use and development permits shall be reviewed subject to any zoning or other land use control ordinances which become effective prior to the date of issuance of a final decision by the city on the application. An application for a building permit shall.be considered complete when an application meeting all of the requirements of Section 106 t of the Uniform Building Code, 1997 Coltion,is submitted which is consistent with all then applicable ordinances and laws. In addition,to be considered complete.such an application must be accompanied by complete applications for any subsidiary land use or deveiopment permits needed,such as a empleteshorallne management permit application and/or complete applications for other discretionary perrolts requlmd Lander the ordinances of Dort Townsend. An application for a partial"permit under SWilon 106,4.1 of the Uniform'Buiiding Code, 1987 Wimtion. shall not be considered complete unless it meets all requirements stated above and contains plans for the complete structural frame of the building and the architectural piansfor the structure. OL Signature of Property cr bt Authorized Representative Date 11cipypda%omi rarmelcommerdat budding applicaRon.mim d S05�,6LE09E T oom40S mat 1 H puasum01 '�.10d e-10113 :130 �10 b0 qad City of Port Townsend Building & Community Development Waterman&Katz Building 181 Quincy Street, Suite 301 Port Townsend, WA 98368 (360) 379-3208 Fax: (360) 385-7675 REST ENTIAL PLAN REVIEW CHECKLIST OWNER. � - '' ' '� � CONTRACTOR SITE ADDRESS; ��u� , �� �!'� ��� � ti PERMIT NUMBER: .� �.. Ya PLANS EXAMINER: DATE: � �/` The numbered items on the following pages are associated with the following referenced codes, as adopted by the City of Port Townsend: • 1997 Uniform Building Code (UBC) • 1997 Uniform Mechanical Code (UMC) 1997 Uniform Plumbing Code (UPC) • 2001 Washington State Energy Code (WSEC) • 2000 Washington State Ventilation and Indoor Air Quality Code (WSVIAQ) • Seismic Zone #3 • Exposure B or C • Wind Load 80 m. h. • Floor live load 40 ll s, er s care tot • Roof snow load 25 lbs. Per square foot This checklist is submitted as information only, and shall not be construed as an all- inclusive list of code requirements. Office hours are from 8:00 a.m. to 4:00 p.m. Monday through Friday. Inspections can be scheduled by calling 385-2294; same day inspections allowed if inspection line is called before 8:00 a.m. City of Port Townsend RESIDENTIAL PLAN REVIEW FLOOR PLAN 1. ROOM IDENTIFICATION:,' ION:Each room and the 5. Tub/shower enclosures and any glazing in a intended use must be clearly defined on the plans wall enclosure within 60" of a standing by the applicant for plan review purposes. surface. 6. Glazing in any opening adjacent to a door 2. EGRESS Il 'Ii(lw S:UBC Section 310.4. All within 24"where the bottom is less than 60" sleeping rooms and basements are required to have above the walking surface. egress windows. The window shall have a 7. Glazing that meets all of t kfA1g3yjAg minimum net clear openable area of 5,7 square canditi2n : feet. The minimum net clear openable height 7.1 Exposed area of an individual pane>9 dimension shall be 24". The minimum net clear square feet. openable width dimension shall be 20". The 7.2 Exposed bottom edge<18"above the window shall have a finished sill height not more floor. than 44"above the floor. Window wells shall be 7.3 Exposed top edge>36"above the floor. provided when egress windows have a finished sill 7.4 1 or more walking surfaces within 36" height below adjacent ground elevation. The well horizontally of the plane of the glazing. shall allow the window to be fully opened and 8. Glazing in railings provide a minimum accessible net clear opening of See code for exceptions for Items 1 through 9 square feet,with a minimum dimension of 36". & Window wells with a vertical depth of more than 9. Glazing in walls and fences used as the barrier 44" shall be equipped with a permanent ladder. for indoor and outdoor swimming pools and Refer to handout for additional information. spas when all of the following conditions are met: 3. SMOKE DETECTORS:UBC Section 310.9.1. 9.1 The bottom edge of the glazing is less A detector shall be installed in each sleeping room than 60" above the pool side of the and at a point centrally located in the corridor or glazing. area giving access to each separate sleeping area. 9.2 The glazing is within 5 feet of a Where the ceiling height of the room open to the swimming pool or spa water's edge. hallway serving the bedrooms exceeds that of the 10. Glazing in walls enclosing stairway landings hallway by 24"or more, smoke detectors shall be or within 5 feet of the bottom and top of installed in the hallway and in the adjacent room. stairways where the bottom edge of the glass is Each floor and basement shall have at least one less than 60" above a walking surface. detector. Required smoke detectors shall receive their primary power from the building wiring and UBC Section 2406.6 Glass Railings. Glazing in shall be equipped with a battery backup. Detectors railings shall be one of the following: shall be interconnected to provide audibility in all •❑ Single fully tempered glass areas. When the valuation of an addition, •❑Laminated fully tempered glass alteration or repair exceeds$1,000 and a permit is ❑Laminated heat-strengthened glass required, smoke detectors shall be installed. For all types, the minimum nominal thickness shall (Exception: Repairs to the exterior surfaces of a be '/,f Group R occupancy are exempt from these requirements.) 5. NAT RAL LIGHT&VENTILATION:UBC Sections 1203,2, 1203.3. Habitable rooms shall be 4. SA "ETY GLA2;ING:UBC Section 2406.4. All provided with natur�al lighl by means of exterior glass located in an area that the UBC considers glazed openings with an area not less than one- hazardous must be safety glazed: tenth of the floor area of such rooms with a 1. Glazing in ingress and egress doors. minimum of 10 square feet. Habitable rooms shall 2. Glazing in sliding door assemblies and panels be provided with natural ventilatiol by means of in swinging doors(wardrobe doors excluded). openable exterior openings with an area of not less 3. Glazing in storm doors. than one-twentieth of the floor area of such rooms 4. Glazing in all unframed swinging doors. with a minimum of 5 square feet. 10cd_permitslformsWewPlan Review Checklist doe page 2 of M City of Port Townsend 6. EXHAUST FANS:WSVIAQ Section 302.2.1. source of combustion air shall be ducted to the Exhaust fans are required in each kitchen, firebox. indoor swimming pool,spa and other rooms s where 13. FIREPLACE HEARTH E.XTENSiON;UBC excess water vapor or cooking odor is produced. Sections 3102.7.11,3102.7.12. An approved UBC Section 1203,UMC Section 609.10. The noncombustible hearth must extend at least 16" point of discharge of exhaust air shall be at least 3 from the front of,and at least 8"beyond each side feet from any opening into the building or property of the fireplace opening. Where the fireplace line. (This includes dryer exhausts and kitchen opening is 6 square feet or larger,the hearth range hoods.) See energy section of this checklist extension shall extend at least 20"in front of, and for more specific requirements. at least 12"beyond each side of the fireplace {, opening. 7. CLOTHES DRYERS: UMC Section 504.3. Clothes dryer exhaust ducts shall terminate outside ! 14. CLEARANCE TO COMBUSTIBLES the building, be equipped with a backdraft (FIREPLACE+ CHIMNEYS UBC Section damper. Ducts shall not be connected with sheet 3102 g, I+III P .3.3 &Table 31-13. When masonry chimneys metal screws or other fasteners which will obstruct are built within a structure,a 2"clearance to the flow. Duct length shall not exceed a total combustibles is required. When the chimney is combined vertical and horizontal length of 14 feet, placed on the exterior of the structure,a 1" including two 90 degree elbows. Two feet shall be clearance is allowed. UBC Section 3102.7.8. deducted for each 90 degree elbow in excess of Combustible material shall not be placed within 6" two. Approved flexible duct connectors not more of fireplace opening. No combustible material than 6 feet in length may be used,provided they placed within 12"of the fireplace opening(such as are not concealed within construction. mantles or decorative fireplace surrounds)shall project more than 1/8" for each 1"clearance from 8. RANGE HOOD:UMC Section 906. The vertical the opening, distance between the cooking top of a domestic °"J range and the combustibles shall not be less than 15. COMBUSTION AIR:UMC Chapter 7. In 30". Refer to WSVL4Q Section 302.1 & Table 3-1 buildings of unusually tight construction,fuel- for more specific requirements. burning appliances shall obtain combustion air from outside(excluding cooking appliances and 9. WATER CLOSET CLEARANCES:UPC 408.6. clothes dryers). Clear space in front not less than 24"; 15"from its center to side wall or obstruction; 30"center to 16. APPLIANCE LOCATIONS:UMC Section center to any other fixture. 304.5.UPC Section 509. Fuel-burning warm-air furnaces or water heaters shall not be installed in a 10. SHOWER AREAS:UPC Section 412.6,412.7. bedroom,bathroom, closet or in any enclosed All showers shall have a minimum finished interior space with access only through such room. floor area of 1024 square inches and shall also be Exception:direct vent appliances, capable of encompassing a 30"circle. These dimensions shall be maintained to a point 70" p 17. APPLIANCES LOCATED IN GARAGE:UMC above the shower drain outlet. Shower doors shall Section 303.13,UPC Ideating and cooling open as to maintain a minimum 22"unobstructed equipment and water heaters installed in garages opening. shall be guarded from damage when located in the. .,, normal vehicle path. When such equipment ._. 11. EAC I'O'RY BUILT CHIMNEYS generates a glow,spark or flame capable of FIREPLACES:UBC Section 310125.1, Factory� igniting flammable vapors,it shall be installed with built chimneys and fireplaces shall be installed per sources of ignition at least 18"above the floor. the terms of their listings and the manufacturer's instructions as specified in the UMC. , „ 18. WATER HEATER:UPC Section 510.5. Water heaters shall be anchored or strapped to resist G 11 TIGHT-FITTING FIREPLACE DOORS: horizontal displacement due to earthquake motion. WSVIAQ Section 402. Solid fuel burning, UPC Section 608.5(e). Temperature and pressure appliances and fireplaces shall be provided with relief valves shall be drained to outside. Drain may tight-fitting glass or metal doors. An outside not be trapped and must terminate no more than 2' or less than 6"from the ground. IIBcd permilslformsWew Plan Review Checklisl.doc Page 3 of 3 City of Port Townsend WSEC Section 504.2.1. All electric hot water that allows the 1-Hr.fire-resistive heaters shall be placed on an R 10 pad when located construction to be limited to the garage side in an unheated space or on a concrete floor. (typically 5/8"Type `x"gypsum wallboard). Section 302.2 requires that a �_M 19. L P.G. PROPANE APPLIANCES: UMC where the occupancy separation is Section 304.5. L.P.G.burning appliances shall not horizontal(ceiling),structural members be installed in a pit,basement or similar location supporting the separation shall be protected where heavier-than-air gas might collect. by equivalent fire-resistive construction. Appliances so fueled shall not be installed in an (This includes all supporting walls.) There above-grade under-floor space or basement unless shall be two layers of 5/8"Type"X"GWB such location is provided with an approved means of applied to the ceiling when framing removal of unburned gas. UMC Section 304.7. members are 24" on center,or when the 1- Containers for storage of L.P.G. shall be installed in joists exceed 16"on center. accordance with the Fire Code. ` r 26. SEPARATION BE'I E.EN D"'4 '"'ELLING 20. MANUFACTURER'S SPECS: UMC Section UNITS:UBC Section 310.2.2. Walls and floors 302.1. The installer shall leave the manufacturer's separating dwelling units in the same building shall installation and operating instructions attached to not be less than 1-Hr.fire-resistive construction. the appliance. 27. fffi&RESISTANCE OF EXTERIOR WALL_$ + 2.1.. VACUUM BREAKERS:UPC Section 603.3.4. UBC Table 5-A. 1-Hr. fire-resistive construction Potable water outlets with hose attachments other required within three feet of propertylines; than water heater drains and clothes washer openings not permitted less than three feet. For attachments shall be protected by a listed non- apartments,the requirement is five feet for both. removable backflow preventer. 28. FLOOR AREA:UBC Section 310.6.2. Dwelling „22. TRAP PREUERS:UPC Section 1007. Floor units shall have at least one room with not less than drains or similar traps connected to the drainage 120 square feet of floor area. Other habitable system and subject to infrequent use shall be rooms except kitchens shall have an area of not less provided with an approved automatic means of than 70 square feet. Section 310.6.3 requires that maintaining their water seals. habitable rooms other than a kitchen shall not be less than seven feet in any dimension. L/,— 23. WATER HAMMER ARRESTORS: UPC Section 609.10. All building water supply systems 29. MINIMUM CEILING HEIGHTS:UBC Section in which quick-acting valves are installed shall be 310.6.1. Habitable spaces shall have a ceiling provided with devices to absorb high pressures height of not less than 7 feet,per WA State resulting from the quick closing of these valves Amendment 310.6.1. (typically pressure-absorbing devices shall be either air 30 clothes washers and dishwashers These P g � � w- �. � "I"1"IC ACCESS:UBC Section 1505.1. Attics chambers or approved mechanical devices. Water w„ with a minimum vertical height of 30"must be pressure shock arrestors shall be installed as close provided with minimum access openings of not as possible to quick-acting valves at the end of long less than 22"x 30". pipe or near batteries of fixtures or both. �, �r 31. DOORS: WA State Amendment to the 1997 UBC 24. GARAGE I1WELLING DOOR: UBC Section Section 1003.3.1.1. Buildings or structures used 302.4.The door between the dwelling and garage for human occupancy shall have at least one must be self-closing and either 1-3/8"solid wood exterior door not less than 3 feet in width and not or have a 20 minute rating(labeled). Unrated less than 6'8" in height. The door shall be metal doors will not be accepted mounted so that the clear net width is not less than 32". This applies to each dwelling unit including ,ADUs,, 25. GARAGEI'I3'1 ELLING SEPARATION: UBC � ---7J Section 302.4 Exception 3. The required 1-1-1r.fire- 3 - ALAN )INGS: UBC Section 1003.3.1.7, resistive construction between a garage and a 1003.3.3.5. There shall be a floor or dwelling as set forth in Table 5-A has an exception landing on each side of all doors. The floor or landing shall not be more than V lower I kBcd_permitslformsWew Plan Review Checklist.doc Page 4 of 11 City of Port Townsend STAIR RISE&RUN:UBC Section than the threshold of the doorway. In private 1003.3.3.3. Private stairways serving an dwellings, an interior door may occupant load of less open on the top of a flight of stairs or on an exterior than 10 may be constructed with an 8" landing,provided the door does not swing over that maximum rise and a 9"minimum run(7" top step or exterior landing(except that screen and and 11"for all others). No riser can be storm doors may)and the landing is not more less than 4". The largest tread run may not than 8"below the floor level. Where a door opens exceed the smallest by more than 3/8". The over a landing,the landing shall have a length not greatest riser height may not exceed the less than the width of the door. Exterior landings smallest by more than 3/8". may have a slope not to exceed /4 per foot. Landings shall have a length measured in the " 37. STAIR HEADROOM CLEARANCE:UBC direction of travel not less than 36". Section 1003.3.3.4. Every stairway shall have a headroom clearance of not less than 6'8". See 33. GUARDRAILS: UBC Sections 509.1,509.2, exception for spiral stairways. 509.3. Stairs,landings,ramps,balconies or porches which are more than 30" above grade V 38. USABLE SPACE UNDER STAIRS:UBC require guardrails. The top of the guardrail shall Section 1003.3.3.9. The walls and soffits of not be less than 36"high(42"when other than enclosed usable space under stairs shall be individual dwelling units). Open guardrails shall protected on the enclosed side by not less than 1- be designed such that a sphere 4" in diameter Hr.fire-resistive construction. cannot pass through. , u 39. WINDING STAIRWAYS:UBC Section 34. HANDRAILS: UBC Section 1003.3.3.6. All 1003.3.3.8.2. Winding stairways shall have no stairways with four or more risers shall have at width of run less than 6" and a required width of least one handrail. Such handrails shall be placed run(9")provided at a point 12" from the narrow not less than 34"nor more than 38" above the side. nosing of the treads. The handgrip portion of the handrail shall not be less than 1-1/4"or more than 40. SPIRAL STAIRWAYS:UBC Section Pm cross-sectional dimension. Handrails may 1003.3.3.8.3. Spiral stairs may be used for exists project into the required stair width a distance of 3- when the area served is limited to 400 square feet. 1/2". There shall be a space of not less than 1-1/2" The tread must provide a clear walking area between the wall and the handrail. Refer to measuring at least 26" from the outer edge of the ,4 handout. supporting column to the inner edge of the handrail. A run of at least 7-1/2"is to be provided 35. STAIR WIDTH:UBC Section 1003.3.3.2. at a point 12"from where the tread is the Stairways serving an occupant load of 49 or less narrowest. The rise must be sufficient to provide shall not be less than 36"in width. 6'6"headroom. The rise of the steps shall not exceed 9-1/2". STRUCTURAL refer to the attached handout: 41 ,,i,SPECI 'Y PO'UNDATION MOTINO SIZE: Prescriptive Foundation Reinforcement UBC Section 1806.1 and Table 18-I-C. Requirements, as provided by the Olympic 0 Supporting 1 floor:minimum 6" x 12" Peninsula Chapter of ICBO. • Supporting 2 floors:minimum 7"x 15" • Supporting 3 floors:minimum 8"x 18" l 43. PECIFY FOUNDATION WALL SIZE: UBC Supporting 1 floor:minimum 6 wide. 41A. See attached stepped footing detail. Table� „ "0 Supporting 2 floors:minimum 8"wide. 4 FOOTING REINFORCEMENT:UBC Section ''0 Supporting 3 floors:minimum 10"wide. 1907. As a minimum standard, IIBcd_permitslformsWew Plan Review Checklist.doc Page 5 of 11 City of Port Townsend Openings shall be located as close to 44. FOUNDATION WALL REINFORCEMENT: corners as practical and shall provide cross- UBC Section1907. As a minimum standard,refer ventilation. The openings shall be equally to the attached handout:Prescriptive spaced and located on at least two sides. Foundation Reinforcement Requirements, as They shall be covered with corrosion- provided by the Olympic Peninsula Chapter of resistant mesh with openings of 1/4" in ICBO. dimension. Walls exceeding 8'in height must be designed and stamped by a design professional,licensed X53, ,WOOD IN CONTACT"WITI with the State of Washington. CONCRETE AND MASONRY:UBC Section 2306.2. Wood embedded in the 1`45,x" SPECIFY FOOTING DEPTH:UBC Section ground or in direct contact with the earth 1806.1 and Table 18-I-C. shall be treated wood. • Supporting 1 floor: 12"below grade. All foundation plates or sills and sleepers on a • Supporting 2 floors: 18"below grade. concrete or masonry slab,which is in direct contact • Supporting 3 floors: 24"below grade. with earth, and sills which rest on concrete or masonry foundations shall be treated wood or 46. SPECIFY FOUNDATION WALL HEIGHT: foundation redwood. UBC Section 1806.1. Wall must extend at least 6" � ^ above grade. Walls exceeding Vin height must be 54. COLUMNS AND POSTS:UBC Section 2306.5. designed and stamped by a design professional, Columns and posts located on concrete or masonry licensed with the State of Washington. floors or decks exposed to the weather or to water supported b splash or in basements shall be su p PP Y (47/' ANCHOR BOLTS: UBC Section 1806.6. Bolts concrete piers or metal pedestals projecting above shall be not less than 1/2"in diameter,embedded at floors unless approved wood of natural resistance least 7",spaced no more than 4 feet apart. There to decay is used. The pedestals shall project at shall be a minimum of two bolts per piece(sill least 6"above exposed earth and at least 1" above plate),with one bolt located within 12"of each end such floors. Individual concrete or masonry piers of each piece. A properly sized nut and square shall project at least 8"above exposed ground washer(2"x 2"x 3/16")to be tightened to the plate. unless the columns or posts which they support are of approved wood of natural resistance to decay or 48. DAMP'-PROOF FOUNDATION WALLS:UBC treated wood. Section 1402.4. Foundation walls enclosing a basement below finished grade shall be damp- 55. GIRDERS ENTERING MASONRY OR proofed on the outside by approved methods and CONCRETE WALLS:UBC Section 2306.6. materials. Ends of wood girders entering concrete or masonry V walls shall be provided with a 1/2"airspace on 49. PIER PADS:UBC Table 18-I-C. See attachment tops,sides and ends unless approved wood of per Olympic Peninsula Chapter of ICBO. natural resistance to decay or treated wood is used. Girder end may sit on post bearing on perimeter 50. FOOTING/PIER SETBACK FROM SLOPE: footing edge;positive connection required post to UBC Section 1806.5.3. Footings adjacent to slopes foundation or footing. shall be founded in firm material with an embedment and setback sufficient to provide . 56. POST-BEAM CONNECTIONS:UBC Section vertical and lateral support.. See Table 18-I-D. 2314. Positive connections shall be provided at post-beam connections to ensure against uplift and 51. CHIMNEY FOUNDATION:UBC Section lateral displacement.UBC Section 1603.3.5. 3102.7.2. When an approved design is not Anchorage of walls and columns to foundations provided,foundations for masonry and concrete shall be provided. fireplaces shall be not less than 12"thick,and meet the depth requirement for a footing. �5 '° GRADES:UBC Section 2304,S p 1. All wood 52. FOUNDATION ION" ENTILAI ION:UBC Section used in construction shall conform to the 2306.7. Under-floor areas must be provided with applicable standards or grading rules of openings having a net area of not less than 1 square UBC&shall be identified by a grade mark. foot for each 150 square feet of under-floor area. IIBcd_permitslformsWew Plan Review Checklist.doc Page 6 of 11 City of Port Townsend 1/1'58. FLOOR FRAMING: UBC Section 2320.7,2320.8. 25 feet. 25%of wall length must be Beams and girders supported by concrete or sheathed on the 0 story of at 2-story, masonry shall have not less than 3"of bearing.Floor building,or the 2"'a story of a 3-story joists shall be supported laterally at the ends and at building, 40%of the wall length must be each support by solid blocking except where the sheathed on the I"story of a 3-story ends of joists are nailed to .,building, See Table 23-1-W for types of a header or rim joist or to an adjoining stud or other bracing allowed. See attachments 62A& approved means. Joists framing from opposite sides 62B. of a beam or partition shall be lapped at least 3". ) See Tables 23-1-V-J-1 &23-I-V-J-2 for allowable 4_64. HEADERS: UBC Section 2320.11.6. All spans. Engineered I joist plan shall he on-site at openings more than 4 feet wide shall be time of inspection. provided with headers consisting of either two pieces of 2"framing lumber placed on 5% BEARING PARTITIO UBC Section 2320.8.5. edge and securely fastened together or 4" Bearing partitions perpendicular to joists shall not lumber. Each end of the header shall have be offset from supporting girders, at least 1-1/2" of bearing for the full width. walls or partitions more than the joist depth, Joists Headers shall be designed to support the under and parallel to bearing partitions shall be loads specified by the UBC. doubled. 65. L 'IRE-BLOCKS&DRAFT-STOPS: 60. UNDER4LOOR CLEARANCE:UBC Section UBC Section 708, Fire-blocking and draft- 2306.3. When floor joists are located within 18"or stopping shall be installed to cut off all beams are located within 12" of the ground in crawl concealed draft openings(both vertical and spaces,all components of the floor assembly shall horizontal)and shall form an effective be wood of natural resistance to decay,or treated barrier between floors,between a top story material, Included are the posts,beams or girders, and a roof or attic space, and shall joists and sub-floor. subdivide attic spaces, concealed roof spaces and floor-ceiling assemblies. Fire UNDER-FLOOR ACCESS:UBC Section 2306.3. blocking shall be provided every ten feet Under-floor areas shall be supplied with a minimum both vertically and horizontally,in 18"x 24"opening unobstructed by pipes, ducts or concealed spaces of sod walls and similar construction. partitions and at the ceiling and floor levels '6�2 WALL FRAM 1 G:UBC Section 2320.11. Utility including soffits,drop ceilings,cove ceilings,stair stringers,around vents,pipes, grade studs shall not be spaced more than 16"on ducts,chimneys,and fireplaces,and similar center,or support more than a roof and ceding, or openings which afford a passage for fire at exceed 8 feet in height for exterior and load bearing ceiling and floor levels. Draft stopping walls or ten feet for interior non-bearing walls. shall be installed so that the area of Studs shall be placed with their wide dimension concealed space does not exceed 1,000 perpendicular to the wall. Bearing and exterior square feet and completely separates walls shall have dotible top plates that overlap at dwelling units. corners and partitions. End joints in double top plates shall be offset at least 48"• The 66. SPECIFY SIDING TYPE:UBC Section 2310.2. minimum length of any stud shall not be less than Ensure proper fastening for type used,wood siding 14". may not exceed 25%in may not be less than 3/81"thick, be n aring ea or exterior walls,may not exceed 40%in no be walls. BoLvd hole : may not exceed 67, WEATHER RESISTIVE BARRIE" 40%, except that 60%is allowed in non-bearing UBC Section 1402,1. All weather-exposed walls, See Table 23-I-R-3 for additional surfaces shall have a weather-resistive barrier to information. protect the interior wall covering. Thcfelt or paper shall,be applied horizontally,with the upper layer WALL BRACING:UBC Section 2320.11.3. lapped over the lower layer not less than All exterior walls and main cross-stud partitions 2". Where vertical joints occur,felt or shall be braced to resist wind and seismic forces, paper shall be lapped not less than 6". Walls must be braced at each end of wall and every Mcd_permits1fbrrnsWew Plan Review Checklist doc Page 7 of11 City of Port Townsend ?� 68. VENEER: UBC Section 1403.6.4.2. Anchored allowable spans. Roof rafters and ceiling veneer shall be supported on footing,foundations or joists shall be supported laterally at points other noncombustible support. Wall ties shall be of bearing by solid blocking to prevent corrosion resistant and spaced so as to support not rotation. See Section 2306.7 for more than 2 square feet of wall area but shall not be type of blocking required. Seismic tie more than 24"on center horizontally. In seismic required—rafter-to-top-plate. zones 3 and 4, anchor ties shall have a lip or hook on the extended leg that will engage or enclose 73. RAFTER OPENINGS:UBC Section 2320.12.5. a horizontal joint reinforcement wire No. 9 gauge or Trimmer and header rafters shall be doubled when equivalent. Joint reinforcement shall be continuous. the span of the header exceeds 4 feet. The ends of Anchor ties shall be completely embedded with the rafters more than 6 feet long shall be supported cement mortar. Weep holes shall be provided at the by framing anchors or rafter hangers unless bearing lowest course. When applied over stud on a beam,partition or wall. construction,the studs shall be spaced a maximum of 16"on center and 15#felt shall first be applied 74. CEILING JOISTS:UBC Section 2302.12.8. over the sheathing or wires between the studs and Ceiling joists shall be supported laterally to prevent mortar shall be slushed into the 1" space between rotation at bearing spans. See Tables 23-I-V-J-3 � spacing and P a P r• u and 23-I-V-J-4 for a llowable spans. V a9 SIDIN!91EARTH SEP TIO UBC Section 75. SPECIFY ROOF'SL PE:UBC Table 15-B-1& 2306.8. Wood used within 6"of earth shall be 15-B-2. Must be indicated on plans to ensure treated or wood of natural resistance to decay. selected roof covering is allowed on designed 70. DECKS& EXTERIOR STAIRS:UBC Section P pitch. 2306.12. Uncovered decks,porches or exterior 76. SPECIFY ROOF COVERING:UBC Section stairs shall be constructed of approved wood of 1507. Selected roof covering must be specified natural resistance to decay,or treated. Included are and installed in accordance with manufacturer's joists,beams, girders,decking and posts. specifications in addition to UBC requirements. �7 C TRUSSES: UBC Section 1704. Must be 77. ATTIC VENTILATION:UBC Section 1505.3. accompanied with engineering data and installation Enclosed attics and rafter areas shall be supplied specifications,and must indicate the type of roofing with cross-ventilation. The net free ventilating to be used. Specs shall be available on site at area shall not be less than 1 1150 of the area of the framing inspection. Seismic tie required—truss-to- space ventilated,unless 50%of the ventilating area top-plate. is provided from the upper portion of the space to be ventilated, then 1/300 is allowed. ;. 72. RAFTERS: UBC Sections 2320.12.3,2320.12.61 (// 2320.12.8. Rafters shall be framed directly opposite V 78. CHIMNEY HEIGHT:UBC Table 31-B. each other at the ridge. The ridge board shall be at Must terminate at least 2 feet above any least V nominal thickness,and all valley or hip part of the building within 10 feet. rafters shall be at least 2"nominal thickness. Rafter ties shall be placed not more than 4 feet on center. See Tables 23-I-V-R-1 through 23-I-V-R-12 for GENERAL PREMISE IDENTIFICATION:UBC Section set of approved plans for the project must 502. Address shall be provided in such a position as be kept on site at all times during which the to be plainly visible and legible from the street work authorized thereby is in progress. fronting the property. 81. HEATING:UBC Section 310.11. Every X80. A` PP'ROVEII PLAINS:UBC Sections 106.4.1, dwelling unit and guest room shall be 106.4.2. The approved plans shall not be modified, provided with heating facilities capable of changed or altered without authorization from the maintaining a room temperature of 70°F at Building Official. The building permit and one(1) a point 3 feet above the floor in all habitable rooms. 1 Dcd_permitslformsWew Plan Review Checklist.doc Page 8 of]I City of Port Townsend 82. SKYLIGHTS: UBC Section 2409.2,2409.3. All skylights must be laminated glass under tempered glass,unless provided with screens. Exception: 85. FIRST STORY:UBC Section 220. The Laminated glass need not be provided with first story is the lowest story in a building individual dwelling units when fully tempered glass which qualifies as a story,except that a is used as single glazing or in both panes of an floor level shall be classified as a first insulating glass unit when all the following story,provided such floor level is not more conditions are met: than 4 feet below grade for more than 50% The area of each pane(single glass)or of the total perimeter,or not more than 8 unit(insulating glass)shall not exceed feet below grade at any point. 16 square feet. • The highest point of the glass shall not 86. HEIGHT OF BUILDING UBC Section 209, be more than 12 feet above any Table 5-13. Single-fancily residences or duplexes walking surface or other accessible shall not exceed 40 feet in height. Height shall be area. measured from the ground to the highest point of a The nominal thickness of each pane flat;roof,or the deck of a mansard roof,or to the shall not exceed 3/16". average height of the highest gable of a pitched roof on a flat.lot. On a sloped lot,height is measured from the highest ground level within 5 83. GYI I:ll!^I WALLBOARD:UBC Section 2512. feet of the exterior wall,provided this ground level When gypsum is used as a base for tile or wall is not more than 10 feet above the lowest grade. If panels for tub/shower enclosures,water-resistant the highest grade is more than 10 feet above the gypsum shall be used. Water resistant gypsum lowest grade,the height of the building is wallboard may not be used over a vapor retarder,or determined by using an elevation 10 feet higher on ceilings where frame spacing exceeds 12"on than the lowest grade. Note. Zoning regulations center. may limit the height of residential structures more stringently, Check with your local jurisdiction for 84. GYPSLIIIr'1C WALLBOARD NAILING: UBC height limitations. Tables 25-G&25-11: 3/8" minimum from edge and ends for nails or 87. RETAINING WALLS:UBC Section 1609.2. screws. Shall be designed to resist the lateral pressure of + Fastening(nails): 7"on-center (o.c.)maximum the.retained imiterial in accordance with accepted ceiling, 8"walls. engineering practice. • Fastening(screws): 12"o.c. ceiling, 16"o.c. walls when wall framing is 16" o.c., 12"when wall framing is 24"o.c. ENERGY CODE 88, FOUND INSULATION: WSEC Section 89. UNDERFLOOR INSULATION: WSEC 502.1.4.8. Slab-on-grade insulation,installed inside Section 502.1.4.7. Floors over the foundation wall,shall extend downward from unconditioned spaces, such the top of the slab for a minimum distance of 24"or as vented crawl spaces,unconditioned downward and then horizontally beneath the slab for basements and garages shall be insulated to a minimum combined distance of 24". Insulation not less than the nominal R-value shown installed outside the foundation shall extend for floors over unconditioned spaces on the downward to a minimum of 24" or to the frostline. energy code application for compliance Above grade insulation shall be protected. For option chosen. monolithic slabs,the insulation shall extend downward from the top of the slab to the bottom of the footing. IIBcd_permits)formsWew Plan Review Checklist.doc Page 9 of]I City of Port Townsend �P 90. WALL INSULATION: WSEC Section 502.1.4.6. 97. VAPOR RETARDER IN CRAWL. Above grade exterior walls shall be insulated to not SPACE: WSEC Section 502.1.6.7. A less than the nominal R-value as specified on the ground cover of 6 mil.black polyethylene energy code application for the compliance option shall be laid over the ground within crawl chosen. spaces. The ground cover shall be See Chapter 6 Tables. Faced batts shall be face- overlapped 12"minimum at the joints and stapled(not inset-stapled),to avoid compression. shall extend to the foundation wall. The ground cover may be omitted in crawl 91. ATTIC INSULATION: WSEC Section 502.1.4.5. spaces if the crawl space has a concrete Ceilings below vented attics shall be insulated to not slab with a minimum thickness of 3-1/2". less than the nominal R-value shown for attics on �fl the energy code application for the compliance 98. WINDOWS: WSEC Section 502.1.5 & option chosen. See Chapter 6 Tables. See Attic Tables 6-1 through 6-6. The required U- BaRle attachment. value for windows will be determined by calculating the percentage of glazing 92. AULTED CEILING INSULATIO WSEC desired. Brand, model and U-value must Section 602.1. Vaulted ceilings be stated on energy application. Any shall be insulated to not less than the nominal R- change in windows must be approved by value shown on the energy code application for the the Building Department before compliance option chosen. See Chapter 6 Tables. installation. NFRC compliance stickers WSEC Section 502.1.6.3. Vaulted ceiling cavities shall remain on the windows until the shall be of sufficient depth to allow a minimum V framing inspection has been approved by vented air space above the insulation. Faced batts the Building Department. shall be face-stapled(not inset-stapled). Refer to Attic Bale attachment. 9% EXTERIOR DOORS:WSEC Sections 502.1.5.2,602.6. Doors which are more 93. HATCHES AND DOORS;: WSEC Section than 50%glazing shall be considered 502.1.4.4. Access doors from conditioned to windows for the purposes of the energy unconditioned spaces(attics and crawl spaces)shall code requirements. All other doors shall be weather-stripped and insulated to a level comply with U-value for compliance equivalent to the insulation on the surrounding option chosen. surfaces. 94. D CT INSIIL4TICwN; WSEC Sections 503.9, 503.10&Table 5-11. All heating ducts within unconditioned spaces shall be insulated to R-8. ''� 100. EXHAUST FANS: WSVIAQ Table 3-1: Ducts installed under slabs shall be insulated to R-5. 95. PIPE INSULATION: WSEC Section 503.1.1 & MINIMUM SOURCE SPECIFIC VENTILATION Table 5-12. Water pipes outside of the conditioned CAPACITY REQUIREMENTS space shall be insulated to a minimum of R-3. TABLE 3-1 96, VAPOR RETARDER: WSEC Section 502.1.6. Laundry kitchens Vapor retarders shall be installed on the warm side or Bathrooms (in winter) of insulation. Vapor retarders shall not Intermittently 50 cfm 1 100 cfm be required in roof-ceilin g assemblies where the Operating ventilation space above the insulation averages 12" or greater. Continuous 20 cfm 25 cfm Operation NOTE: All fans shall provide the required flow when tested at,25 water gauge. Fans larger than the above prescriptive sizes may be necessary to attain the required flow. IIBcd_permitslformsWew Plan Review Checklist.doc . Pagel0of11 City of Port Townsend 101. WHOI.,E 110'US E FACE:WSVIAQ Section 302.2.2,302.3.2,302.4. The intermittently operated whole house ventilation systems shall be constructed to have the capability for continuous operation and shall have both a manual& automatic control, such as a clock timer. At the time of fmal inspection,the automatic control timer shall be set to operate the whole house fan for a minimum of eight hours a day. WHOLE HOUSE EXHAUST FAN PRESCRIPTIVE REQUIREMENTS Table 3-2 Number of CFM CFM Bedrooms Minimum Maximum 2 or less F0__1 75 3 80 120 4 100 150 5 120 180 �J 102. VENTILATION DUCTS:WSVIAQ Section 302.5. All ducts shall terminate outside the building. Fan ducts shall be equipped with back draft dampers and shall be insulated to a minimum of R-4 in an unconditioned space. ----...103. WINDOW OR WA1JL'PORTS; WSVIAQ Section 302.6.2. Individual room outdoor air inlets shall have a controllable and secure opening and be capable of a total opening area of not less than 4 square inches. 104. DIS`I"11I:BUIJON: WSVIAQ Section 302.6.4. Where outdoor air supplies(window or wall ports) are separated from fan locations by doors,adequate air flow shall be ensured by undercutting doors or installing grilles or transoms. Doors shall be undercut to a minimum of 1/2" above the surface of the finished floor covering. _....._105. MAKE-UP AIR THROUGH FURNACE: WSVIAQ Section 302.6.3 &Table 3-5. The outdoor air connection to the return air stream shall be located upstream of the forced-air system blower and shall not be connected directly to a furnace cabinet. IWcd_permitslformsWew Plan Review Checklist.doc Page 11 of 11 Basements in dwE ig units shall have at lef- t one operable window or door approved for emergency escape or rescue. These openings are required to open directly to- a public street, public alley, yard or exit court. Escape or rescue door Escape or rescue window Basement in Dwelling Unit This requirement does not affect the requirement for sleeping rooms which are located in the basement. Sleeping roams still require an exterior door or window for emergency escape or rescue that opens directly from the room. EXITS AND EMERGENCY ESCAPES COMM--1,CIAL BUILDING PERMIT FEES"-'-',EECIKLIST Applicant's Name �6 6 1Q,- Building Permit# BID Plan Review Fee(2011) NREC Lighting Plan Review(2012) .... ... r NREC Mechanical Plan Review(2013) NREC Envelope Plan Review(2014) 4,Xt $ AMOUNT DUE AT PLAN SUBMITTAL ' C Building Permit Fee (2001) f ov) ,-de Fire Department Commercial Plan Review (2222) TTI, Street & Utility Development Permit ...................... Breakdown: _ (2164) _ (1201) (1361)_ (1401) C, Street Water Sewer Storm Technical Conference Credit Breakdown: (2166) (1203) (1363) _(1403) Public Works Inspection Breakdown: _(2165) (1202) _(1362) _(1402) 39 c/ 2 Oe C/ .......... House Number (2200) � 7 A` Stormwater Drainage Reserve Charges (1400) Water Meter Installation (1200) _ drop-in live-tap Water SDC (1260) Sewer SDC (1360) Other Service Fees Due SUBTOTAL receipt# date 2 0 NREC Lighting Field Inspection (2015) rk. NREC Mechanical Field Inspection (2016) W, NREC Envelope Field Inspection (2017) 4, State Building Code Surcharge (plus $2.00/unit for multi-family) (2005) —7, Records Retention Fee (5% of fee; min. $3; max. $10) (9992) $ SUBTOTAL receipt# date BALANCE DUE Checklist Complete \\Bcd_permits\forins\BUILDING\ConnnerciaI Building Checklist.doe Page 2 of 2 Revised 12/26/01 COMN� RCL L BUILDING CH:ECT'LIST Applicant: Building Permit# BLD Date: BUILDING REVIEW PUBLIC WORKS DEPARTMENT Completed Application Street and Utility Development Permit/ Minor Improvement Completed Checklist Routed to Public Works with plans Site Address Architectural/Engineering Drawings Technical Conference (3 sets plus 1 for PW if new const) Temp Erosion/Sediment Control Plot Plan Grading/Drainage Floor Plan PLANNING REVIEW Foundation Plan Zoning District Tier Typical Framing Details ESA Questionnaire Elevations Routed to Planning NREC Lighting Budget Compliance Special Conditions: NREC Mechanical Compliance SEPA Shorelines NREC Envelope Compliance HPC PUD WSVIAQ Requirements Subdivision Conditional Use/Variance/LLA Contractor's License Verification Variance State 1-800-647-0982 (press 1 & 2) C-II Design Standards City ext. 1115 To County Health Department Restrictive Covenant To Fire Dept Sign Permit Occupancy Rating Parking Change of Use? Yes ❑ No ❑ Landscaping Bid or Total Floor Area Breakdown \\Bcd_peniiiU\forta 'd31JILDING\Commercial Building Checkliskdoc Page 1 of 1 Rev.12/26/01