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BLD08-059
BUILDING ING HERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit Type Residential - Addition/Remodel Site Address 1812 FIR ST Project Description Remodel of existing home Names Associated with this Project Type Name Contact Applicant Coppenrath Jens W Owner Coppenrath Jens W Contractor Owner Builder Permit # BLD08-059 Project Name Remodel of existing home Parcel # 984905301 License Phone # Type License # Exp Date Q STATE exempt 12/31/2008 * * * SEE ATTACHED CONDITIONS * * * 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 �'a.> I`1 Date Issued: 03/21/2008 Issued y: FRONTDESK n � BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD08-059 Permit Type Residential - Addition/Remodel Site Address 1812 FIR ST Project Description Remodel of existing home Fee Information Project Valuation Building Permit Fee Plan Review Fee State Building Code Council Fee Technology Fee for Building Permit Record Retention Fee for Building Permit Plumbing Permit Fee per Dwelling Unit - New Residential Mechanical Permit Fee per Dwelling Unit - New Residential Inspection for work without permit Total Fees Project Name Remodel of existing home Parcel # 984905301 Project Details Decks — Residential $99,427.36 Dwellings - Remodel @ 30% 993.75 645.94 4.50 19.88 10.00 150.00 150.00 993.75 $2,967.82 172 SQFT 3,436 SQFT 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 provid"La 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 tlpt a rt' peAly;,or authorized agent of the owner„. Print Name i Datelssued, 03/21/2008 Issued By: FRONTDESK VORT� BUILDING NG PERMIT ` City of Port Townsend Development Services Department TWA 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD08-059 Permit Type Residential - Addition/Remodel Site Address 1812 FIR ST Project Description Remodel of existing home Conditions Project Name Remodel of existing home Parcel # 984905301 10. Permit is issued for work started without a permit. All work is subject to field inspection a verification as needed to determine compliance. 20. Applicant must provide a certification of installation from insulation contractor, or remove areas of drywall for verification (locations to be determined by inspector). 30. Plumbing water piping and DWV must be tested via air test. 40. The owner is responsible for insuring that all work is done in accordance with the applicable codes. Ca11385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify Print Name l ���� ���,0 authorized agent of the owner. that I am the owner of they s C or n Date Issued, 03/21/2008 "'"� Issued By: FRONTDESK �1 OQ en M Z a) o) � .,v o a �I T� y O � v � N ❑ w W t U' m N O ❑ z W Q F w z Do J LUa Q J fn Q OQ ui w 0° IL cn U) Z � W N Z fe �g w w Q a iL Z Q 7 ❑ w w L) a z r~n to } F Z wa OM U w v 0 O �- Ix 00 Z LL W w O Q' a J a aQ z Oz Q ❑ J O m J 'OF- V z a U) Z 02 O W = < 7 Q Q w z ¢_ ❑ IL IL Q 0 U U)a 2 Q �w F F 0 } IL Co 00 O 0 N N (7 O w Q ❑ W N rn Ln 0 00 0 0 J m O z F- W IL O M LO W V 0) rn O Z J W Q IL � w U ❑ J w m CO Q W � z Z O a_ 0- 0 U 0 N LU W z Q O OU z Z W O U W Q ❑ a U) z z w 0 w Q a U) z z O U W a N z I Z a a c7 z _z (D 0 Q J p Q z J Z O LL O Z Z � Q J 5 z _Z m m I m w w O 2 2 Q 2 pQ[ J Z W D V Q W ❑ m O U Q J O J J W J 2 U > O 0 Z to a s a a U Z C9 w _ LL Z O U W IL Z Q 0 H rn Z N 6 O M W as o J M QO U � Z 02 L" of U W N W Z LLI Z U Q W w ~ W WD F- m W D it 0 co D W w Z O U w a U) Z ?ar:r � Receipt Number: 00-02 R celpt Bate: 0312112008 Cashler, FRON+iTO K PayreirMayee Name. COP'PEN AT JENS � Original Fee < Amount, fee,, Permit Parcel, Fee Doscription Amount paid Balone r BLD08-059 984905301 Plan Review Fee $645.94 $645.94 $0.00 BLD08-059 984905301 Technology Fee for Building Permit $19.8$ $19.88 $0.00 BLD08-059 984905301 State Building Code Council Fee $4.50 $4.50 $0.00 BLD08-059 984905301 Plumbing Permit Fee per Dwelling L $150.00 $150.00 $0.00 BLD08-059 984905301 Mechanical Permit Fee per Dwelling $150.00 $150.00 $0.00 BLD08-059 984905301 Building Permit Fee $993.75 $993.75 $0.00 BLD08-059 984905301 Record Retention Fee for Building P $10.00 $10.00 $0.00 BLD08-059 984905301 Inspection for work without permit $993.75 $993.75 $0.00 Total: $2,967.82 Race 1pt Repel tt3ate ' Fee Description Amount Paint Permit #` Payment 61, *ck Payme n't Ml ethod Number Amount CHECK 5634 $ 2,967.82 Total $2,967.82 genpmtrreceipts Page 1 of 1 MOA1 JO gdODS �GAAMDgld 9.Lda DO I AJ IAI.LDV ,I MM51d GNHSAIMO.L .LdOd 30 A,LID Residential Building Permit Application Project Address: Legal Description (or T #)fcre.iral, Addition "( (�P _._.. Block: __2.I Parcel # 7 C��j Lot(s).1-5 Associated Permits', Project Description: r Applications accepted by mail must include a check for initial plan review fee of $150 `r See the "Residential Building Permit Application Requirements" for details on plan submittal requirements. _��. Property ier. T Nar P y... L 1�� l l Address:... '�1 2_ ....... �. ... City/SUZip� 0`..J Email: Name en acµµµµµ^Representative Address: City/St/Zip: Phone: Email: Contractor: Name: Address:_µµµµµµ mm" City/St/Zip: Phone:.......�W Email: State License City Business License #:. I hereby certify that and that all activitie Print Dame: /'1 Signature: A%` Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name. - Project Valuation: $ Building Information (square feet): 1st floor Garage--.,.,, 2nd floor ..... Deck(s):.�_. ____. rd Porch(es): Basement: Is it finished? Yes No Carport: Manufactured Home ❑ New ❑ Addition ❑ Other:...._ ..._._...�...— _......_ ADU ❑ Remodel/Repair Total Lot Coverage (Building Footprint): 14 19 Square feet-'— �LLtr��/° ...... Impervious Surface: 9 roe, Square feet: i 'i'K-o ')t� }- Ex...�.. Any known wetlands on the property? Y N ,. Any steep slopes (>15%)? Y N d is<6orrec that l rn either the owner or authorized to act on behalf of the owner srrr"it will b in acc dance with State Laws and the Port Townsend Municipal Code. � �7( 4 Date: RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. The purpose is to show wha you intend to build, where it will be located on your lot, and how it will be constructed. Residential permit application. i WYAsite gton State Energy & Ventilation Code forms 4Tsets of plans with North arrow and scaled, no smaller than '/4" = 1 foot: plan showing: VLegal description and parcel number (or tax number), ✓ 0 Property lines and dimensions ✓ Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned, boundary line survey /' v 4. On -site parking and driveway with dimensions V'5. Street names and any easements or vacations ✓ 6. Location and diameter of existing trees '7. Utility lines " . If applicable, existing or proposed septic system location 6. Delineated critical areas boundaries and buffers Foundation plan: t /1. Footings and foundation walls` v2. Post and beam sizes and spans � 3. Floor joist size and layout '4. Holdowns L/5. Foundation venting D- /Floor plan. V V 1. boom use and dimensions L.-2. Braced wall panel locations �3. Smoke detector locations , 4. attic access ✓ Plumbing and mechanical fixtures A. 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 L/�2. Foundation wall, height, width, reinforcement, anchor bolts, and washers V3. Floor joist size and spacing a 4 Wall stud; size and spacing 5. Header size and spans` V6. Wall sheathing„ weather resistant barrier, and siding material L/7. Sheet rock and insulation i.- ' rafters, ceiling joists, trusses, with blocking and positive connections Ceiling height ,' 0 Roof sheathing, roofing material, roof pitch attic ventilation ( - � CI'Exterior elevations (all four) with existing slope of the land in relation to all proposed structures + L If architecturally designed, one set of plans must have an original signature l If engineered, one set of plans must have one original signature e4 14tp' ®, F v ol v'dK—� �. i For new dwelling construction, Street & Utility or Minor Improvement application Development Services V° ' ' 250Wadison Street; Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt. us Mechanical Permit Application Addition: �°„� � ,� � Office Use Only $ I I (or T' x #)� Permit Project Address: Legal Description L.. Block: # t_ Associated Permits: Parcel # (9®) Lot(s): Property Owner: Dame: �1 co ° P i Addressr City/St/Zip: (OW "- I� Phone: -10 ( j .) Email: t Special Overlay District: ❑ Shorelines ❑ Historic TYPE OF EQUIPMENT Air handler up to 10,000 cfm Boiler/Comp, < 100,000 btu or 3_�p Boiler/Comp, 100,000 to 500,000 btu or 3-15 h Boiler/Comp, 500,001 to 1 M btu, or 16-30 hp .�.._ ......... Boiler/Comp, 1M to 1.75M btu or 31-50 h Boiler/Comp, > 1.75 M btu or 50 hp Domestic Incinerator tvaporative gooier Furnace < 100,000 btu Fur._ .............. __.......� nace �- 100,000 btu Gas hot water heater Gas or wood stove ,. o V .. Gas paina, 1-4 outlets Gas pi in ,additional outlets Hazardous process pipin system, 1-4 outlets Hazardous rp ocesspipin system additional outlets Hood/exhaust system Industrial incinerator Installation/relocation/replacement of each appliance Other equipment Process piping, 1-4 outlets Process piping system additional outlets Propane tank, including pipinc PeLe uj a t ifinent Vent/e�Firn Contractor Name: 0 to ... � . Address:. City/St/Zip: Phone: Email: State License #: Exp: City Business License #: AL FIXTURE FEES QUANTITY COST_PER FEE . _......_.._ 13.00. ®..._ 17.00 30.00 44.00 60.00 115.00 21.00 13.00 ._ 17.00 21.00 15.00 17.00 9.00 _ 3.00 7.00 2.00 13.00 71.00 / 10.00 13.00 7.00 -..._ _ . _. 2.00 ,C 22.00 16.00 10.00 (ill(Y01 1 iN ,i Sl'ND TOTAL FIXTURE FEES FROM PAGE 1 MECHANICAL PERMIT ISSUANCE FEE $30.00 PLAN REVIEW FEE 25% OF FIXTURE & ISSUANCE FEE RECORD RETENTION FEE $3.00 TECHNOLOGY FEE i $5.00 TOTAL MECHANICAL PERMIT FEE 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: Sig CONTAINER CAPACITY (Water gallons) L� H Date: •natidivid Flyer Code 2006 — TABLE 3804.3 LOCATION OF LP -GAS CONTAINERS MINIMUM SEPARATION BETWEEN CONTAINERS AND BUILDINGS, PUBLIC WAYS OR LOT LINES OF ADJOINING PROPERTY THAT CAN BE BUILT UPON Mounded or Above ground Minimum Separation Underground Containers Between Containers Containers (feet) (feet) (feet) Less than 125 10 5 None 125 to 250 10 10 None 251 to 500 10 10 3 501 to 2,000 10 10 3 Selected text from the above Table. The minimum distance for underground containers shall be measured from the pressure relief device and the filling or liquid -gauge vent connection at the container, except that all parts of an underground container shall be 10 feet or more from a building or lot line of adjoining property which can be built upon. In applying the distance between buildings and ASME containers with a water capacity of 125 gallons or more... distances to the building wall shall not be less than those prescribed in this table. The following shall apply to above -ground containers installed alongside buildings: 1. Containers of less than a 125-gallon water capacity are allowed next to the building they serve when in compliance with Items 2, 3, and 4. 2. Department of Transportation (DOTn) specification containers shall be located and installed so that the discharge from the container pressure relief device is at least 3 feet horizontally from building openings below the level of such discharge and shall not be beneath buildings unless the space is well ventilated to the outside and is not enclosed for more than 50% of its perimeter. The discharge from container pressure relief devices shall be located no less than 5 feet from exterior sources of ignition, openings into direct -vent (sealed combustion system) appliances or mechanical ventilation air intakes. 3. ASME containers of less than 125-gallon water capacity shall be located and installed such that the discharge from pressure relief devices shall not terminate in or beneath buildings and shall be located at least 5 feet horizontally from building openings below the level of such discharge and not less than 5 feet from exterior sources of ignition, openings into direct vent (sealed combustion system) appliances, or mechanical ventilation air intakes. 4. The filling connection and the vent from liquid -level gauges on either DOT of ASME containers filled at the point in installation shall not be less than 10 feet from exterior sources of ignition, openings into direct vent (sealed combustion system) appliances or mechanical ventilation air intakes. Please draw a simple LPG container. Indicate buildincl. Include the ad plot plan below or on another piece of paper so we can easily locate the container size and type, gas piping and regulator location, and setbacks to acent street and name. and anv other helDful landmarks on -site. 41101 ) f + Development Services - 250 Madison Street, $ui,10 ,: "part Townsend WA 8 Phone: 360-79- 9g Fax,. 360-344-4619 www.cityofpCbS Plumbing Permit Application Project Address: CC rr Legal De crw tion (or Tax #) z + JT Addition �._... S tr .......�_ ..... _._.... Block:_...�_. Parcel # /��7 9 Z Lot/s Name PropertyOwner::... - � �?'�1__.......... Address:..._: 0 6 -C. �tQ �k City/St/zip..._�......_.....__....._�� A --................ .�.�............._.w _._�t 1, j ._��..� ..............�...��.. Phone .. GO -" --. 9.....� l .... Email: Special Overlay District: ❑ Shorelines ❑ Historic Permit Associated Permits: - ..... ----- TYPE OF EQUIPMENT y...m n — _.. QUANTI .... TY COST PER -_-.,...... FEE Plumbmi m Fixture per trapmcludi , Building sewer . _...._ ......... $27 00 m . .........® Rainwater system (inside building per drain) _ ..._� _.._ $12.00 -... Electric water heater - -..... Industrial re-treatm .. ent interceptor.. ... .., ... .....-$15.00 $25.00 Water ��rg�water treatiGng euiPme.nt... ........ .. $10 00 Vacuum breaker 1 5 — - ---- .. $15.00 Vacuum breaker additional �_... ,,...... �.....------- .. .� $4.00 ... - -- Back flow device .UP. to 2 inches - . ,........ _......... $15.00 Back flow device > 2 inches .................. _. _ mm..--. _ $28.00 - -_..__.....__. FIXTURE F.......ES � a 41 CITY OF PORT TOWNSEND STREET & UTILITY INSPECTION REPORT�'�°�� x,n���. IPWAI PERMIT NUMBER:—�_..,...._. ....... ... .__w Site Address ------ _.__._...... �y Contractor >4 Owner. �_ C.r? ���m�� 62 Date of Inspection I Worksite or Cell Phone# _. ....... ❑ Sewer Main / Manhole ❑ Street Paving ❑ Hydrant ❑ Side Sewer ❑ Driveway Prep / Installation ❑ ROW Landscaping ❑ Water Main ❑ Storm Drainage / Culvert ❑ Temporary Occupancy ❑ Street Prep ❑ TraiI(s) ❑ Final Infrastructure ❑ Erosion / Sediment Control Additional fees may be assessed for multiple re -inspections. For Reminspection, call Inspection Message Line at (360) 385-2294 prior to 8:00 AM. (NO OCCUPANCY UNTIL APPROVED BY DSD.) ❑ APPROVED ❑ APPROVED WITH CORRECTIONS ❑ NOT APPROVED SEE BELOW SEE COMMENT(S) BELOW �\ Q, F�q r v_� u"^w �'�� t,rdV^� ..,. 'J " i ..•.__. !` �..,. �. ....... �' 6 `A�'�h�..._.'nw.,��M.,„�, p f".�"W`..:.Y .....0 s `M�,F".".r;��..�.. Nk aw.' Approved plans and permit card rnust be on -site and availab)Ie at time of"Inspection. n r� Inspectort Date° b Acknowledged � 9 Y Date .zz-1 . . .... — .. a.. 0 City of Port Townsend Development Services Department 250 Madison Street Port Townsend, WA 98368 (360) 379-5095 Fax: (360) 344-4619 A window replacement permit is not required if ALL of the following conditions exists: • You are replacing existing glass with like glass. For example, the neighbor's baseball went through your window, and you need to replace the windowpane. • There is no change to the window frame(s) or sash(s). This window replacement permit is required if ANY of the following conditions exist in your project: • A different kind of glass in being installed, for example single -pane glass replaced with double -pane glass. • The window frame is being replaced. Please complete a residential building permit application, rather than this permit, IF: • The window size is being increased or decreased. • A new window with a new opening in the building wall is being installed. If your project includes electrical work, we provide Labor & Industries (L&I) electrical forms in our office. Call L&I at (360) 417-2700 for more information about electrical permits. A detailed floor plan of the dwelling is required. Label all rooms, and indicate door d window locations and sizes. If you are replacing all the windows, check here ; otherwise indicate on the floor plan which one(s) you are replacing. (NOTE: A door with 50% or more glass is considered a window.) Please verify that the replacement doors and windows meet the minimum U-factors required by the 2004 Washington State Energy Code: Z A or better U- ^actor for Windows: Yes No .20 U-factor for Doors: Yes No NOTE: the International Building Code (IBC) has specific requirements regarding safety glazing at hazardous locations, emergency escape windows in sleeping rooms, and smoke detectors. See attached IBC section to determine if any of your glass needs to be safety glazed. Name of Legal Owner(s): 1 luS CO Ofz QA7 H ail g, A, d rq OC bX )n-Window Replacement Permit.doc Pagel of 3 04/03/2006 Property Street Address: Zoning District: Parcel# OS �� ) Legal Description: Addition � Contractor's Name: Mailing Address: ��" Blocky Lot(s) City, State, Zip: Phone: Labor and Industries License #: Expiration Date: City Business License #: Expiration Date: Estimated Value of Construction: $ Estimated Start Date: 9 Estimated Completion Date: (p I Applicant Certification The applicant hereby certifies to have knowledge of those sections of the International Residential Code and the Port Townsend Municipal Code pertinent to the above project and that the applicant is responsible for constructing in conformance with these codes; the applicant understands that the permit, if issued, expires in six months unless work is started; that the permit, after construction has started, will expire after one year if an inspection is not made to show significant progress on the structure; the applicant agrees to abide by the ordinances, codes, regulations, restrictive covenants, deed or plat 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 their knowledge; and the applicant understands that this information will be relied upon in granting permits and that is 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, judgments, claims, 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 - Substantially Complete Building Permit Application: Applications 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 Development Services 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 issu ncc of a final decision by the City on the apoication. n application ?fa"b' gilding per t hull be considered complete when an application meeting all of the requi men s of Sect on,14015, of the i urre ly adopted International Residential Code is submitted which is consistent ith all en applicable or nances a d laws. In addition, if applicable, to be considered complete, such atlapplica't on tttt t b acimpanied by coop ete applications for a subsidiary land use or development permits alceded, su la as it mplc e shrrelin Nana � ment permit application and/or complete applications for other iscretiona pe tit reci e n r the ordrnii es. fPort Townsend. / S'g—natutia fAplibant or Authorized Representative Date For +l�rfl Use Onl Building Official Approval Permit #: Date Issued P:\DSD\Department Forms\Building Forms\Application-Window Replacement Permit.doc Page 2 of 3 04/03/2006 Prescriptive Approach — Simple Fonn For the, Washington State Energy Code (2001 Edition) Climate Zone 1 Site Information Lot: Address: ( 2— F S r City: C210 L-11 State: L.J PIr Tap: Contact: e, 11�2 �"JS mmo AVCf`, Phone: 0 Phone 2: 8 �r CC,Lf Fax: � 3 Table 6-1 Building Department Use Only Permit t Notes: PRESCRIl'TiVE REQUIREME M 0" FOR GROUP R OCCUPANCY C11MATE ZONE 1 aaliaali" OI071n O Wt1on Only) Glazing GlazingUFactor Doo Wall Wall Wall Slab ion Area'o U- Ceiline Vaulted Above into )•'44 Floors On % of Floor Vertical Overhead' factor Ceiling; Grade Below '' Below Grade Grade Grade Unlimited Group R 3 0.40 0.58 0.20 R 38 R 30 R-21 R 21 R 10 R 30 R 10 Occupancy Onl. Sergi the code text for footnote references This project complies with the following: ✓ The project is a single family residence or duplex. The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ AA building components meet the requirements fisted in Table 6-1, Option 111. The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1.'One door, that is 24 ftZ or less, that does not meet the standards is allowed. Location of the door taldng this exception A— �0© V- ❑ 602.6 Exception 2. Doors with a U-factor of 0.40 allowed without calculations, Option III only.: Location of the door(s) tatting this exception Copyright 20OZ WSUCEEM 056 Copied by permission from the Washington Stale University Cooperative Extension Energy Program Prescriptive —Simple Form —Climate Zone 1 5131/2002 2001 EDITION TABLE -6-1 PRESCRIPTIVE REQUIREMENTS°" FOR ROUP R OCCUPANCY CLIMATE ZONE G� Glazing GlazingU-Factor Wall • Wall* Slab' Option Area'0: Door s Cealing2 Vaulted Above inf ext4rS on % of Floor Vertical Overhead" U-Factor Ceiling Grade Below Below I Grade Grade Grade L 12%o 035 0.58 0.20 R-38 _-30 R 'R15 R-15 R-10 R-30 R-10 [I.* l5°ia 0.40 0.58 0.20 R-38 R-30 1�- 1 R 21 R-10 R-30 R-10 11L Unlimited 0.40 0.58 i 0.20 R-38 R-30 R-21 R-21 1140 ' R-30 R-10 Group R-3 Occupancy, On * 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. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings_ 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. lnL denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation_ 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9- Doors, including all fire doors, shall be assigned default U-factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U-factor of U=0.40 or less is not included in glazing area limitations. I I- Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5_ 12. Log and solid timber "walls with'a minimum average thickness of 3.5" are exempt from this insulation requirement. Effective 7i01/02 33 0:1 71 1w k N —, gg "IS � ta . ........ ......... . ...... oe (0 . . .......... I.J MAS Wlw�� Y:5-11 —I," 7ir Fj ME T311- NO -00 's iye�Q'A 0 TP\ r-F- c, oj,, n-'�K REMO -- r e � w O.J 7 I j a "M z 'j, H 4' ( f f? Y' .— :rW, (sc"l-4 si�', c r-') ,-, <r-r- Z x' G- e" DA 7-Vw--� c, Sl(--cll� ce, 'C'd ey, t-'j czal � '+ LIX, 61? 2- TI Q ��-4 140 Q Qwc i te:�14- DF dY eox Goed-,(s —7 r5e;�,4,k. S, c Gv CA to C) C) W 44 I �'Ottv? C�e� (,-,c o ,PORT CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT �wINSPECTION REPORT VP For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the clay before you want the inspection. For Monday inspections, call by 3:00 PM Friday. DATE OF INSPECTION.SITE ADDRESS: lPERMIT NUMBER: ) d" PROJECT NAME:,�"w°1���wi C CONTACT PERSON: PHONE:..-........._ � TYPE OF INSPECTIC?N. �pA L:....._ _- ❑ APPROVED ❑ APPROVED I NOT i4PPROVEIII:I a CORRECTIONS � Ok to proceed. Corrections will be Cull for re -inspection before checked at next inspection proceeding. ... Date � Inspector . Approvedplans 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 jbr inspection. IVAININIE FINS W Din 0 ff . • For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday.. PERMIT NU_ OF INSPECTION:.. DATE SITE ADDRESS: PROJECT NAME: -- CONTACT PERSON: TYPE OF INSPECTION: I , ;'l P itd" l'" la;D CONTRACTOR: PHONE: N. ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector,. ....._-............... �__. Date ❑ NOT APPROVED Call for re -inspection before d .__........... ... -- ..... Approved plans and permit card nnigwe on -site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. ow�r r A� CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT n For inspections, call the Inspection Line at 360-385-2294 b 3:00 PM the day before you want P � P Y Y the inspection. For Monday inspections, call by 3:00 PM Friday. K..w✓q' DATE OF INSPECTION l�"" � � PERMIT NUMBER SITE ADDRESS: � �....................... ............... __................ .......... PROJECT NAME: CONTRACTOR: CONTACT PERSON: PHONE: TYPE OF INSPECTION: ...... . w�md.�—��.�a w � n � � {7 � 4 I AI'P1t0Vf,l) ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection 1;�)rocec'in8. Ins ector _....� ..� -- Date P . . ' -- Approved plans and permit card must li oo-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection, Inspection Report Project Permit # Date Inspector Inspection & Notes .. �._ V��� r . .vW L J- Tyr �� i t 11 (d �,va, 4� (� / rk� y, NYC 7 � , r�,.k �i ;;z., 3' _44 � 1�4,P� I � �f J �K �9° '�I Gv� CITY OF PORT TOWNSEND NOTICE OF APPLICATION CONDTIONAL USE PERMIT APPLICATION # LUP08-007 Proposal: Establishment of a Port Townsend School of Woodworking Agent: Tim Lawson (360) 440-7660 Dates: Application: 1/15/08 Determined Complete: 1/17/08 Notice of Application: 1/23/08 Location: Within the old Power House Building,(015) at Fort Worden State Park which is found in Section 35, Townshili 31 North, Range ` West, W.M. The park address is 200 Battery Way. The . el"fc rson County Assessor's 1pacel number is 101 341 005 Description: The request is for minor Conditional Ose Permit (CUP) approval to open and operate an educational institution (a woodworking school) within the P/OS zoning district. The Port Townsend School of Woodworkingplans tooffer a year-round education in woodworking with a mixture of day and evenirxg,c[asses; week and two week-long classes; and ultimately twelye�week long resid6itial intensive programs. The focus will be hand -son courses limited to 12 students; however, sone one -day and evening courses may be offered to as many as 24 studer7i"ts at one time. Parking is provided throughout the Fort Worden State Park complex. / No other special studies or plans were r•equestr d l,)r-suliriiittal bftjre application. Other permits (¢iuding w other agencies) not included in the application, to the extent knorrby the City may include a building permit for interior work to the existing building. Location of Documents Available for Review Contact City o"Port Townsend Deve,lopnnent Services Department Warman & Katz Building 20 Madison Street, Suite 3 Port Townsend, WA 98368 oltn McDonagh, DSD Planner f 360) 344-3070 Any person has the right to submit comments, receive notice of and participate in any hearings, request a copy of the application, and appeal the decision. The comment period xpires February 12, 2008. Written comments must be received by the Development Services Departrneny no later than 4:00 p.m., same date. A statement of consistency will be made following review ofhe app ication with the density and use provisions of the underlying P/OS zone (PTMC 17.24), the cr rteri-for Conditional Use Permit approval (PTMC 17.84) and the City's Comprehensive Plan: A final decisilii on the application will be made within 120 days of the date of the Determination of Corripletcne.s , 'wy -e" P. O. Box 700 Port Angeles Washington 98362 Phone (360) 457-4341 Fax (360)-:`.57-1140 bunpula46 eDinsn.com This is to Certify that the structure located at 1812 Fir Street, Port Townsend, Washington has been insulated with The Icynene Insulation System®. The performance exceeds the R-Values required by Washington State Energy Code. The R-Value system is of Chapter 6 relating to Prescriptive values for fiber insulation. Icynene is usually approved by Chapters 4 and 5 of the Washington State Energy Code. An R-13 of Icynene will out perform an R-30 of fiberglass. The roof is insulated to at least 8 inches. The walls are to 3.5 inches. The basement has been insulted to 6 inches nominal. Interior walls have been insulated to 2 inches for sound control. If you have any questions comments or concerns please call me at (360) 457-4341 a Copy mailed to : Jens Coppenrath P.O. Box 408 Port Townsend, Washington 98368 Sincerely, John E. Kumpult, Own Olympic Spray Service LEGACY REPORT 18, NER-420 Re -Issued May 1, 2003 sm 1CC Evaluation Service, Inc. Business/Regional Office as 5360 Workman Mill Road, Whittier, California 90601 ar (562) 69M543 Regional Office as 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ar (205) 599-9800 www.icc-es.org Regional Office r 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 as (708) 799-2305 Legacy Report on the 2000 International Building Code© with 2002 Accumulative Supplement, the 2000 International Residential Code© for One- and Two -Family Dwellings with 2002 Accumulative Supplement, the BOCA@ National Building Code/1999, the 1999 Standard Building Code©, the 1997 Uniform Building Code TM, and the International One and Two Family Dwelling Code©1998. ICYNENE INC. 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO, CANADA L5N 21_7 800.758.7325 www.icynene.com Division 07 — Thermal and Moisture Protection Section 07210 -- Building insulation 1.0 SUBJECT The Icynene Insulation System® 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 2.1 Surface Burning Characteristics 2.2 Thermal Resistance 2.3 Fire Resistance Rated Wall Assemblies, see Section 4.4 2.4 Attic and Crawl Space Installation, see Section 4.3 3.0 DESCRIPTION 3.1 General The Icynene Insulation System® is a low -density, plastic foam that has an open -cell structure. The material is a two component system, spray -in -place vapor permeable product used to insulate the building envelope and air - seal areas such as plumbing and wiring penetrations, rim joists areas, window frames, overhangs, porch and garage ceilings and exterior walls. Upon completion of expansion, the open cells contain only air. The chemical reaction that occurs while Icynene Insulation System® is being applied takes place in seconds, with less than five minute curing time needed. After curing, the air -seal remains flexible. 3.2 Surface Burning Characteristics When tested in accordance with ASTM E 84, The Icynene Insulation System® has been shown to have a flame -spread index (FSI) of less than 25 and a smoke - development index (SDI) of less than 450, when installed at a maximum thickness of 5.5 inches (140 mm) and a nominal density of 0.5 pcf +/-10% (8 kg/m3). 3.3 Thermal Resistance The Icynene Insulation System® has a thermal resistance of 5.7 °F.ft2. hr/Btu when tested at a thickness of 1.6 inches (41 mm) in accordance with ASTM C 518 at a mean test temperature of 75 OF (24 °C). 4.0 INSTALLATION 4.1 General The Icynene Inc. The Icynene Insulation System® Installers Manual, Copyright© 2000 and this report shall be strictly adhered to and a copy of these instructions and this evaluation report shall be available at all times on the job site during installation. The instructions within this report govern if there are any conflicts between the manufacturer's instructions and this report. 4.2 Application 4.2.1 General: The Icynene Insulation System® is applied using spray equipment specified by the manufacturer at the construction site on vertical and horizontal substrates, and the underside of horizontal surfaces to fill gaps and cracks in building materials to create an air seal and to provide an insulating barrier. The Icynene Insulation System® shall not be used in areas which have a maximum service ICC-ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to he construed as an endorsement of the subject ofthe report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any P finding or other matter in this report, or as to any product covered by the report, Page 1 of 4 Copyright © 2003 Page 2 of 4 NER-420 temperature greater than 1800 F (82' C). The foam shall not be used in electrical outlet or junction boxes or in contact with rain or water. The Icynene Insulation System® shall be protected from the weather after application. 4.3.2.1 4.2.2 Maximum Thickness: The Icynene Insulation System® shall not have a thickness exceeding 5.5 inches (140 mm) and shall have a nominal density of 0.5 pcf +/-10% (8 kg/m3). A nominal thickness of 6 inches (152 mm) is permitted in attics and crawl spaces described in section 4.3 below. 4.2.3 Licensed Dealers: The Icynene Insulation System® shall only be installed by licensed dealers. Licensed Dealers have been previously certified by Icynene Inc. to install the Icynene Insulation System®. The installer shall provide the building official with a letter noting the installation was in accordance with the manufacturer's instruction and this evaluation report along with the date, address of installer, company's name, installer's name and certification number. 4.3 Thermal Barrier The Icynene Insulation System® shall be separated from the interior of the building by an approved thermal barrier of 0.5 inch (12.7 mm) gypsum wallboard or equivalent 15 minute thermal barrier complying with the applicable Code, except within an attic or crawl space see section 4.3.1 through 4.3.5 below: 4.3.1 Assembly No. 1, Attics and Crawl Spaces: The Icynene Insulation System® installed within attics or crawl spaces on the underside of the top of the space is permitted to be installed exposed in an attic or crawl space without a thermal barrier or ignition barrier under the following conditions: 4.3.1.1 Entry to the attic or crawl space is limited to service of utilities; 4.3.1.2 There are no interconnected basement or attic areas; 4.3.1.3 Air in the attic or crawl space is not circulated to other parts of the building; 4.3.1.4 Ventilation of the attic or crawl space is provided in accordance with the applicable Code. 4.3.1.5 The insulation shall be limited to a maximum nominal thickness of 6 inches (152 mm) and is installed on the underside of the top of the space, roof deck and ceiling joists and floor deck and floor joists and shall not be installed on vertical surfaces. 4.3.2.2 4.3.2.3 4.3.2.4 4.3.2.5 is permitted to be installed exposed in an attic or crawl space without a thermal barrier or ignition barrier under the following conditions: Entry to the attic or crawl space is limited to service of utilities; There are no interconnected basement or attic areas; Air in the attic or crawl space is not circulated to other parts of the building; Ventilation of the attic or crawl space is provided in accordance with the applicable Code. The insulation shall be limited to a maximum nominal thickness of 6 inches (152 mm) and is installed on the underside of the top space and on vertical wall surfaces and the insulation is covered with FireFree 88 at an application rate of 1 gallon per 100 U. 4.3.3 Assembly No. 3, Attics and Crawl Spaces: The Icynene Insulation System® is permitted to be installed within attics or crawl spaces, on the underside of the top of the space and on vertical wall surfaces with the insulation on the walls protected by an ignition barrier (see 4.3.5 below) and the insulation of the top space not covered, under the following conditions: 4.3.3.1 Entry to the attic or crawl space is limited to service of utilities; 4.3.3.2 There are no interconnected basement or attic areas; 4.3.3.3 Air in the attic or crawl space is not circulated to other parts of the building; 4.3.3.4 Ventilation of the attic or crawl space is provided in accordance with the applicable Code. 4.3.3.5 The insulation shall be limited to a maximum nominal thickness of 6 inches (152 mm). 4.3.4 Assembly No. 4, Attics and Crawl Spaces: The Icynene Insulation System® is permitted to be installed within attics or crawl spaces, on vertical wall surfaces with the insulation on the walls protected by Fire Free 88, and the top of the space is not insulated, under the following conditions: 4.3.4.1 4.3.4.2 4.3.4.3 4.3.4.4 4.3.2 Assembly No. 2, Attics and Crawl Spaces: 4.3.4.5 The Icynene Insulation System® installed within attics or crawl spaces on the underside of the top space and on vertical wall surfaces and the insulation is covered with FireFree 88 Entry to the attic or crawl space is limited to service of utilities; There are no interconnected basement or attic areas; Air in the attic or crawl space is not circulated to other parts of the building; Ventilation of the attic or crawl space is provided in accordance with the applicable Code. The insulation shall be limited to a maximum nominal thickness of 6 inches (152 mm) and is covered with FireFree 88 at an application rate of 1 gallon per 100 U. Page 3 of 4 NER-420 4.3.5 Assembly No. 5, Attics and Crawl Spaces: The Icynene Insulation System® installed within attics or crawl space where entry is made only for service of utilities an ignition barrier consisting of either a 1.5-inch-thick (38 mm) mineral fiber insulation, 0.25-inch-thick (6.4 mm) wood structural panel, particle board or hardboard, 0.375-inch-thick (9.5 mm) gypsum wallboard, corrosion -resistant steel having a base metal thickness of 0.016-inch (0.4 mm) or other approved material is installed in a manner that the foam plastic insulation is not exposed. The protection covering shall be consistent with the requirements for the type of construction required by the applicable Code. 4.4 Fire -Resistance Rated Wall Assemblies 4.4.1 One Hour Fire Resistance Rated Load Bearing Wood Stud Wall Assembly: Minimum 2x4 No. 2 Southern Pine (G = 0.55) spaced 16 inches (406.4 mm) on center with a base layer of/z inch (12.7 mm) Wood fiber sound board on each face attached with 6d Box nails, 2 inches (50.8 mm) long spaced 24 inches (609.6 mm) o.c. along studs, second layer of 5/8 inch (15.88 mm) Type X Gypsum Wallboard on each face attached with 8d Box nails, 2-1/2 inches (63.5 mm) long spaced 7 inches (177.8 mm) o.c. along studs. The stud cavity is filled with 2 inches (50.8 mm) nominal thickness of Icynene Insulation. Allowable load of 1,805 pounds (8122.5 N) per stud, 78% design. 4.4.2 One Hour Fire Resistance Rated Load Bearing Wood Stud Wall Assembly: Minimum 2x4 No. 2 Southern Pine (G = 0.55) spaced 16 inches (406.4 mm) on center with two layer of/z inch (12.7 mm) Type X Gypsum Wallboard on each face attached with 8d Box nails, 2-1/2 inches (63.5 mm) long spaced 7 inches (177.8 mm) o.c. along studs for face layer and 6d Cement Coated Box Nails, 2 inches 950.8 mm) long spaced 24 inches (609.6 mm) o.c. along studs, base layer. The stud cavity is filled with 2 inches (50.8 mm) nominal thickness of Icynene Insulation. Allowable load of 1,805 pounds (8122.5 N) per stud, 78% design. 4.4.3 One Hour Fire Resistance Rated Floor/Ceiling Assembly: Minimum 2x10 No.2 Douglas Fire wood joists spaced 24 inches (609.6 mm) on center, Bridging minimum 1x3 Spruce. Floor decking is minimum '/2 inch (12.7 mm) thick exterior grade plywood installed perpendicular to joists and fastened with 2 inch ring shank nails 6 inches (152.4 mm) at the joints and 12 inches (304.8 mm) on center at the intermediate joists. Plywood joints shall occur overjoists. Icynene Insulation is applied to the underside of the plywood deck and to sides of joists to a depth of 5 inches (127 mm). Two layers of minimum 5/8 inch thick type FSW gypsum wallboard is attached perpendicular to the joists on the ceiling side of the assembly. The first layer is attached with 1-1/4 inch (31.75 mm) Type W drywall screws, spaced 24 inches (609.6 mm) on center. The second layer is applied perpendicular to the joists, offset 24 inches (609.6 mm) from the base layer. The second layer is attached with 2 inch (50.8 mm) Type S drywall screws spaced 12 inches (304.8 mm) on center. Additional fasteners are installed along the butt joints of the second layer, securing the two layers together. The fasteners are 1-1/2 inch (38.1 mm) Type G drywall screws and were placed 2 inches (50.8 mm) back from each end of the butt joint and spaced 12 inches (304.8 mm) on center. The wallboard joints on the exposed side were treated with paper tape embedded in joint compound and topped with an added coat of compound. The fastener heads were coated with joint compound. 5.0 IDENTIFICATION All packages and containers of The Icynene Insulation System® covered by this report shall be labeled with the manufacturer's name/and or trademark, address, the product name, the flames -spread index, the smoke - development index, the shelf life expiration date, the label of the quality control agency, Intertek Testing Services, NER-QA219 and this National Evaluation Service evaluation report number, NER-420. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. 6.1.1 Icynene Inc. The Icynene Insulation System® Installer Manual, Copyright© 2000. 6.1.2 Product Specification Icynene - Pour Formula, 11 /2/PSB. 6.1.3 Product Specification Icynene - Spray Formula, 11/2/PSA. 6.2 Test reports on surface burning characteristics under ASTM E 84, Warnock Hersey Professional Service Ltd., Report No. 7171, File NO. 03329-50296-C7-717700, July 1988, signed by Bob Davison, C.E.T Letter report on 5-1/2 inch thickness, February 21, 1989, signed by Bob Davison, C.E.T. 6.3 Test report on the Icynene Insulation System® for SwRI Procedure 99-02, Crawl Space Exposure Evaluation, Omega Point Laboratories, Inc., Project Nos.16600-111778, -111779,-111780,111781,-111861,-111862, August 1, 2002, signed by Majid Mehrafza and William E. Fitch, P.E. 6.4 Engineering evaluation, Assessment of SwRI Procedure 99-02 Test Results, Koffel Page 4 of 4 NER-420 Associates, Inc., KAI 02190-004, August 16, 2002, signed by Eric N. Mayl, P.E. and William E. Koffel, P.E. 6.5 Test report on Icynene Insulation System for 7.3 The Icynene Insulation System® shall be separated from the interior of the building by an approved 15 minute thermal barrier see section 4.3 of this report. determination of thermal insulating Exception: characteristics under ASTM D 518, National The Icynene Insulation System® installed in Research Council of Canada, Report No. CR attics and crawl spaces may be exposed when 5506-6, February 22, 1998. installed in accordance with Section 4.3 above. 6.6 Test reports on fire resistance rated wall 7.4 The Icynene Insulation System® shall not assemblies under ASTM E 119, Inchcape exceed the thickness and density noted in Testing Services NA, Inc., signed by R. section 4.2.2 of this report. Joseph Pearson and R. Davison: 7.5 6.6.1 One hour wall, wood studs 2x4 at 16 inches o.c. with 1 layer of '/z inch sound board on each side and 1 layer of 5/8 inch Type X gypsum wallboard on each side, Report No. 7.6 295-1358-96-01, November 11 & 12, 1996. 6.6.2 One hour wall, wood studs 2x4 at 16 inches o.c. with 2 layers of 'h inch Type X gypsum wallboard on each side, Report No. 295-1358- 96-02, November 21 1996. 7.7 6.7 Quality Assurance Program, Intertek Testing Services, March 05/01. 7.8 6.8 Test report on fire resistance rated floor/ceiling assembly under ASTM E 119, NGC Testing Services, Assignment K-743, Test NO. FC- 559, December 17, 2001, signed by Richard A. 7.9 Costolnick and Robert J. Menchetti. 7.0 CONDITIONS OF USE The ICC-ES Subcommittee for National Evaluation Service finds that The Icynene Insulation System® as described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2002 Accumulative Supplement, the 2000 International Residential Code© for One- and Two -Family Dwellings with 2002 Accumulative Supplement, the BOCA@ National Building Code/1999, the 1999 Standard Building Code©, the 1997 Uniform Building CodeTM, and the International One and Two Family Dwelling Code 1998 subject to the following conditions: 7.10 7.1 This Evaluation Report and the installation instructions, when required bythe code official, shall be submitted at the time of permit application. 7.2 The Icynene Insulation System® shall be installed in accordance with the manufacturer's published installation 7.11 instructions, this evaluation report and the applicable Code. The Icynene Insulation System® shall not be deemed to add to the structural strength of any wall assembly or used as a nailing base. The Icynene Insulation System® has not been evaluated for use as a firestopping material or through -penetration system. Fire Resistance Rated Wall and Floor/Ceiling Assemblies are listed in Section 4.4 of this report. The Icynene Insulation System® is required to be protected from the weather after application. The Icynene Insulation System® shall be applied by contractors certified in accordance with section 4.2.3 of this report. The Icynene Insulation System® shall not be installed on the exterior of foundation walls or below floor slabs on ground. In jurisdictions that have adopted the Standard Building Code, the International One and Two Family Dwelling Code and the International Residential Code when the Icynene Insulation System® is installed in buildings of wood construction the insulation shall not be installed on the exterior of foundation walls or below floor slabs on ground or in contact with the ground. The Icynene Insulation System® shall have a clearance above grade and exposed earth of 6 inches (152 mm) or greater. The Icynene Insulation System® has not been evaluated for use with exterior walls of buildings of noncombustible construction under 2603.5 International Building Code, 2603.6 Standard Building Code, 2603.6 BOCA National Building Code and 2602.5.2.2 Uniform Building Code. This report is subject to periodic re-examination. For information on the current status of this report, consult the ICC-ES website.