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Home My WebLink AboutBLD2019-00049 - MECHANICALIo JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend, WA 98368 360-379-4450 | email: dcd@co.jefferson.wa.us www. co.jefferson. wa. u s/co m mdevelopment MECHANIGAL AND DEMOLITION PERMIT PERMIT #: SITE ADDRESS: APPLICANT: SUBDIVISION: PARCEL NUMBER CONTRACTOR: BLD19-00049 43 MOUNTAIN VISTA CT PORT TOWNSEND, 98368 DAVID DEAN 43 MOUNTAIN VISTA CT PORT TOWNSEND WA 98368.2598 9999 - WOODLAND HILLS #2 Received Date lssue Date 2t19t2019 2t19t2019 999900122 TEMPLEFIRE INC ATTN: JASON TEMPLE P.O. BOX 2085 PORT TOWNSEND WA 98368 Contractor'sLicense TEMPL|.816BM Expires 111412021 PHONE: 360-821-2472 Block: Lot: Section: 28 Township: 30N Ranqe: 1W PHONE: 360-379-2877 PROJECT DESCRIPTION NEW MECHANICAL PERMIT MASONRY HEATER THIS PERMIT IS VALID FOR ONE YEAR AND IS NOT RENEWABLE. THE FINAL INSPECTION MUST BE SCHEDULED AND PASSED WITHIN THAT YEAR. THE EXPIRATION DATE IS2I19I2O2O, REQUIRED INSPECTIONS: uu) TanULine/Applia +/r,l,q LFinalApproval. BUILDING INSPECTION HOT.LINE 3794455. REQUESTS MUST BE RECEIVED BY 3 PM THE DAY BEFORE THE INSPECTION IS NEEDED. Office Hours 9:00 a.m. - 4:30 p.m. Monday - Thursday \\tidema rk\data\forms\F_BLD_Perm it_Propane. rpt HOT LINE AVAILABLE 24 HOURS A DAY 2t1912019 tr0 4 ,;,LL) UAR fa-2019 Structural Calculations for: Client: TempleFirc Inc. 11 March 2019 giraf design 9220 Roosevelt U/ay NE Seattle WA 98'115-2842 (206) 621-0060 Office (206) 8984229 Cett orrafdesrqn@qmal-com htto //qirafdesign net Dean Residence Fireplace Suppoft 38s67 FILE COPY ' r4l.trdu.E WeU*t1 ??oo*W*ltuq uM rl' tF P* YElo .+O lqc a{ \}t 4'4" t I ?*r4b (@ ,l . 4.rz' t+t - ,4Lh klr 4r8 q ,A4 ./ "<-72' uu = ,eTgVll' Cr$ u 4(4HN't @ f= I.otv h= l[' *r4 ,lrll * v8 lc -- ?Lpi Y'c.l%pi / (rrlc *,> E. ).1eb Ya * t7oofq; G\NA" TJt 2 ( L'o. " eA*hNO L,tNc $ t l,ogertt . \,/. lrOtl.. H= ?O(ons' \,/ r l,?o 1, : gFaf deolgn 9220 rooseveft way ne $atde wa 98115-2842 (205) 621{060 offie (26) 8$-{229 ell girdedm@grna[-@rn tt@://g'lrffieslgn.net @ ltt,ao h,ltt bPL hlol. eq {.. " b1(ti Y'c' |l?ni J (ovlt- v,\ E; l,ust Y..1,@<44i i proJecr W**) ^4tefiA<a drre;: ?-il- I 1 proj #: oO n -Ory sheet C.ldrqnE 1"01,FtEF{e -I 1 g I \a\ 4 $ { $t i$ llir $$>l ilirI$ i s iIiJI i 5Itr si; I! ulis i;iiiis t $i 'FI- ,A trl> \ t o Tr E,* E T &:.x< T;fiEIIv?ss a*B<! }F -cEoinpL E* 9.c BIFO { Ii I tt dlr $si61rf$r st si*u q I aI sF s I i I PiEr or or {rslciataot gt -ttrrci t(lBr&i I Tq" { T If s ltf'. ao FX>:,x =sF.; II I : b T FI I 28, <!a: G - I ; "t al f I.l I* GENERAL STRUCTURAT NO?ES (The following apply unless shown otherwise on the plans) CRITERIA 1 ATL MATERIAIS, WORKMANSIIIP, DESIGN, AND CONSTRUCTION SHALL CONEORM TO DRAWINGS, SPECIFICATIONS, AI{D THE INTERNATIONAL BUILDING CODE EDITION) WITH STATE OE WASHINGTON A!,IENDMENTS. 1.2 DESIGN LOADING CRITERIA 1 THE ( 2015 FLOOR LIVE LOAD (RESIDENTIAI) MASONRY FIREPLACE 40 PSE 3,900* 1 1 L.4 CONTRACTOR SHALL VERIFY ALL EXISTING DTMENSIONS, MEMBER SIZES, AND CONDTTIONS PRIOR TO COM}iIENCING ANY WORK. ALL DIMENSIONS OE EXISTING CONSTRUCTION SHOWN ON THE DRAT{INGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5 CONTRACTOR SHALI PROVTDE TEMPORARY BRACING EOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL EINAI CONNECTIONS HAYE BEEN COMPLETED IN ACCORDANCE W]TH THE PIANS. 6 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAI"ETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEOUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE ENGINEER OE RECORD HAS NO OVERALL SUPERVISORY AUTHORITY ORACTUAI AND/OR DIRECT RESPONSIBILITY EOR THE SPECIEIC WORKTNG CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE ENGINEER OE RECORD I{AS NO DUTY TO INSPECT, SUPERVISE,NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DETICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7.7 CONTRACTOR-INTTIATED CHANGES SHATL BE SUBMITTED IN WRITTNG TO THE ENGINEER OF RECORD ElR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWTNGS ONLY WrLL NOT SATTSFY THrS REQUTREMENT. 8 DRAWINGS INDICATE GENERAL AND TYPICAI DETAILS OE CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICA],LY INDTCATED BUT ARE OF STMILAR CHARACTER TO DETATLS SHOWN, SIMILAR DETATLS OF CONSTRUCTION SHALL BE USED, SUB.IECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE ENGINEER OF RECORD. GEOTECHNICAI 3.1 FOUNDATTON NOTES: ALLOTIABLE SOfL PRESSURE IS ASSUMED AND THEREEORE MUST BE VERIFIED BY A QUALIEIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE TOUND TO BE OTHER THAN ASSUMED, NOTIFY THE ENGINEER OF RECORD TOR POSSIBLE EOUNDATION REDESIGN. ALLOWABLE SOIL PRESSURE.2000 PSr 1 4 RENOVATION 4.1 DEMOLITION: CONTRACTOR SHALL VERIEY AIL EXISTING CONDITIONS BEEoRE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTAILED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AIiID IN A MANNER SUITABLE TO THE I{ORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAI,'AGE OR OVERIOAD THE EXISTING STRUCTURE. LrMrT CONSTRUCTTON LOADTNG (TNCLUDTNG DEMOLTTTON DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 5 CONTRACTOR SHALL CHECK EOR DRYROT AT AIL AREAS OE NEW WORK. AIL ROT SHALL BE REMOVED AND DAI,IAGED MEMBERS SHALL BE REPI"ACED OR REPAIRED AS DIRECTED BY THE ENGINEER OF RECORD OR ARCHITECT. WOOD MEMBERS W]TH ROT OR WATER DAI.{AGE THAT ARE NOT REMOVED SHALI BE TREATEDwrTH 'PC-ROT TERMINATOR' 2-PART EPOXY WOOD CONSOLTDANT (OR APPROVED EQUAI,). CONSOLIDANT SHALL BE USED IN STRICT ACCORDANCE WTTH THE MANUFACTURER'S RECOMMENDATIONS. CONCRETE 5.1 CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PI,ACED IN ACCORDANCEITTH IBC SECTION 1905, 1906, AND ACI 301. STRENGTHS AT 28 DAYS AND MlX CRITERIA SHALI BE AS FOLLOWS: TYPE OE CONSTRUCT]ON 28 DAY STRENGTH(f'c) MAXIMUI4 ABSOLUTE WATER- CEMENT RATIO NON-AIR ENTRAINED ATR ENTRAINED CONCRETE CONCRETE tr A. AIL STRUCTURAL CONCRETE 2,500 PST 0.58 0-46 .2 THE MINIMUM AMOUNTS OF CEMENT MAY BE CHANGED IE A CONCRETE PERFORMANCE MIXIS SUBMITTED TO THE ENGINEER OE RECORD AND THE BUILDING DEPARTMENT FOR APPROVAI TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALT INCLUDE THE AIIOUNTS OF CEMENT, TLYASH, ETNE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATTO, SrUMp, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA TN ACCORDANCE WITH IBC 1905.6. THE USE OF A PERFORMANCE MIX REOUIRES BATCH PI,A}.IT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVTEW OF MIX SUBMITTAIS BY THE ENGINEER OF RECORD TNDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLTER MAINTAINS EULL RESPONSIBILIIY EOR SPECIFIED PERPORMANCE. AI,L CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE ATR-ENTRATNEDWrTH AN AIR-ENTRAINING AGENT CONEORMING TO ASTM C260, C494, and C618. TOTAL AIR CONTENT EOR FROST_RESISTANT CONCRETE SHALL BE TN ACCORDAIICE WITH TABLE 1904.2 OF THE INTERNATIONAL BUILDING CODE. .4 RETNFORCING STEEI SHALL CONFORM TO ASTM A615 (TNCLUDTNG SUPPLEMENT GRADE 60, fy - 60,000 PSI. OR GRADE 40, fy = 40,000 pSI. .8 CONCRETE PROTECTION (COVER) EOR REINFORCING STEEL SHALL BE AS EOLLOWS: s1), FOOTTNGS AND OTHER UNTORMED SURFACES CAST AGAINST A}.TD PERMANENTLY E:XPOSED TO EARTH 3r TORMED SURFACES EXPOSED TO EARTH OR WEATHER (*S BARS OR SMALLER) 7-1/2" 5 5 6 ANCHORAGE .2 EPOXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECTFIED ON THE DRAWINGS INTO EXISTING CONCRETE AND GROUTED CMU SHALT BE INSTALLED USING "SET-XP" EPOXY AS MANUEACTURED BY THE STMPSON STRONG TIE COMPANY. INSTAILIN STRICT ACCORDANCE WITH ICC-ES REPORT NO. 2508. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. 6.4 SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALI BE "TITEN HD" HEAVY DUTY SCREW ANCHORS AS MANUFACTURED BY SIMPSON STONG-TIE. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO EULIY GROUTED CELLS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED TOR REVIEW WITH ICBO, OR ICC REPORTS TNDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. INSTAIIIN STRICT ACCORDANCE WITH ICC-ES REPORT NO. 1056. wooD 9.1 FRAMTNG LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND IIARKED IN CONFORMANCE WITH W.C.L.B. STAI{DARD GRADING RULES EOR WEST COAST LUMBER NO.L7. EURNISH TO THE FOLLOWING MINIMW STAT.IDARDS: JOTSTS (2X & 3X MEMBERS) HEM-FrR NO. 2 AND BEAMS: MINIMUM BASE VALUE, Etr : 850 pSI (4X MEMBERS) DOUGLAS FTR.I,ARCH NO. 1 MINfMUM BASE VALUE, Eb : 1000 PSI BEAMS: (fNCL. 6x AND LARGER) DOUGTAS FfR-LARCH NO. 1 MINIMUM BASE vAlUE, Eb : 1350 PSI POSTS: (4X I,IEMBERS) DOUGLAS FIR-LARCH No. 2 MINIMUM BASE VALUE, Fc : 1350 PSI (6X AND LARGER) DOUGLAS FTR-I,ARCH NO. 1 MINIMTM BASE VALUE, Ec : 1000 PSI 2 X 4 STUDS, PLATES & MISC. FRAMING: DEIL OR HF STUD GRADE 2 X 6 STUDS, PLATES e MISC. FRAMTNG: DEIL OR HE *2 9.10 PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAT IT, EXTERTOR GLUE IN CONEORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVAI,ENT THICKNESS, EXPOSURE RATING A}.ID PANEL INDEX T'{AY BE USED IN LIEU OF P],YWOOD. 9.12 AIL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SITALL BE PRESSURE- fREATED WTTH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPITALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED T{OOD AND CONCRETE OR MASONRY. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STAI{DARD C2 EOR LUMBER ORC9 FOR PLYWOOD. WOOD TN CONTINUOUS CONTACT WTTI{ TRESII WATER OR SOIL SHALLBE TREATED TO A RETENTION OF O.4O PCF. PRESSURE TREATED WOOD EOR ABOVE GROUND USE SHALL BE TREATED TO A RENTION OF 0.25 PCF. SODIU},I BORATE (SBX) IREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. TASTENERS(NAILS, SCREWS, BOLTS AND ANCITOR BOLTS) A!{D TIMBER CONNECTORS IN DIRECT CoNTACT V[r?H ACQ-A, CBA-A, CA-B, OR SBX TREATED WOOD SItArr BE c].85 OR A1g5 HOT DIPPED OR CONTINUOUS IIOT-GAIVANIZED PER ASTM A653. FASTENERS A}TD TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHAIL BE TYPE 304 OR 316 STAINLESS STEEL. 9.15 TIMBER CONNECTORS CAILED OUT BY LETTERS AND NT]MBERS SHALL BE 'STRONG-TIE'BY STMPSON COMPANY, AS SPECITIED IN THEIR CURRENT CATALOG. EQUIVALENT DEVICES BY OTHER MANUEACTURERS MAY BE SUBSTTTUTED, PROVTDED THEY HAVEICC-ES APPROVAI, FOR EQUAI, OR GREATER LOAD CAPACTTIES. PROVIDE NUMBER A}IDSIZE OF EASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SIIATL BE INSTAILED IN ACCORDANCE TIITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PI,ACE ONE-HAIE OE THE NAILS OR BOLTS IN EACH MEMBER. ALL SHTMS SHALI BE SEASONED AS MEMBERS CONNECTED. AND DRIED AND THE SAME GRADE (MINIMUM) 9.16 WOOD FASTENERS NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE EOLLOWING SPECIEICATIONS: A SIZE 6d 8d 10d L2d 16d BOX 16d SINKER 16d COMMON LENGTII 2n 2-L/2" 3' 3-t/ 4" 3-1/2" 3-t/2" 3-L/2" DIAMETER 0. 113n 0.131" 0.148" 0.148' 0. 135 " 0.149" 0.L62" IF CONTRACTOR PROPOSES TIIE USE OF ATTERNATE NAILS, THEY SITALL SUBMTTNArL SPECTFTCATTONS TO TIIE ENGTNEER OF RECORD (pRrOR TO CONSTRUCTTON) FOR REVTEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHTNG) FASTENERS TO FRAMING SHALL BE DRIVEN ELUSH TO EACE OE SHEATHTNG WITH NO COUNTERSINKING PERMTTTED. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARTNG ON WOOD. TNSTATLATION OF LAG BOLTS SHALL CONEORM TO THE NATIONAI, DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2005 EDITION) WITH A LEAD BOREHOLE OE 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED TOR 3/8" DIAMETER AND SMALLER LAG SCREWS. 9.17 WOOD ERAMING NOTES--TIIE EOLLOWING APPLY UNLESS OTHERIIISE SHOWN ON THE PI,ANS: A. AIL WOOD TRAMING DETATLS NOT SHOTTN OTHERWTSE SITATL BE CONSTRUCTED TOTHE MINIMW STANDARDS OE THE INTERNATIONAL BUITDING CODE. MINIMUMNAILING, UNLESS OTHERWISE NOTED, SHATL CONEORM TO TABLE 2304.9.L. COORDINATE THE SIZE AND LOCATION OF AII OPENINGS I{TTH MECHANICAI AND ARCHTTECTURAL DRAWINGS. B l rr,.DtNG PERM'T orr,-,.llo* Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 BLDl9-00049 Review Type: PERMIT #: SITE ADDRESS OWNER SUBDIVISION: PARCEL NUMBER BLD19-00049 43 MOUNTAIN VISTA CT PORT TOWNSEND, 98368 DAVID DEAN 43 MOUNTAIN VISTA CT PORT TOWNSEND WA 98368-2598 999900122 Section Received Date: 211912019 PHONE: 360-821-2472 9999 - WOODLAND HILLS #2 Block: Lot: 28 Township: 30 N Range: 1\i1 CONTRACTOR: REPRESENTATIVE TEMPLEFIRE INC ATTN: JASON TEMPLE P.O. BOX 2085 PORT TOWNSEND WA 98368 Contractor'sLicense TEMPLl.816BM Expires PHONE: 360-379-2877 4t28t2018 PHONE: PROJECT DESCRIPTION: NEW MECHANICAL PERMIT MASONRY HEATER TYPE OF WORK TYPE OF IMP VALUATION CODE EDITION: OCCUPANCY: OCCUPANCY: CONST TYPE: CONST TYPE: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: Exist. Prop: Total: NON MEC 2015 BATHROOMS: Exist: Prop: Total: SQUARE FOOTAGE: MAIN: ADD'L: HEAT BASE: UNHEATED: OTHER: GARAGE: DECK: Type HEAT TYPE: HEAT TYPE: # OF STORIES: SHORELINE: SETBACK: BANK HEIGHT: Amount Paid Bv: Date: Receipt Permit Scanning Fee Tech Fee $188.00 SRE $24.00 sRE $10.60 sRE 02t19t19 02t19t19 02t19119 1 83552 1 83552 1 83552 Approved/Date Total:$222.60 o o DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Shcridan Street, Port Townsend, WA 98368 'I' el: 360.37 9.4450 | Irax: 360.31 9.4451 Wcb: www.co.ie ffcrson.wa.us/co,rnmunitydevelopment I1-mail: dcd@co.iefferson.wa.us MECHANICAL PERMIT APPLICATION Steps in the Permit Process: -Review required submittal items to ensure all information is completed prior to submitting application. -Mechanical Permits can be mailed into our office-and do not require an appointment. -Fees are due at time of submittal, Mechanical are issued within 5 business ls this application for use in a Mobile / Manufactured Home?* lf Yes: A permit from Washington State Department of Labor and lndustries, not Jefferson County, is required for appliances installed within a mobile/manufactured home. L&l - 360-4L7-2702* lf No: Complete this form and make an appointment to submit to Jefferson County Permit Tech 350-379-4450 Required Submittal ltems - for propane tank only Required Submittal ltems - for roof mount Solar Panel installation only (ground mount complete cAM) Complete first page and signature block only of Mechanical Permit Application A complete solar panel supplemental application. Receipt #: nt #: Date Related lication #s: For Department Use Only Site lnformation Assessor Tax Parcel Number: qqq OOlz? Site Address or Directions to P C o,f Access me of from which access will be J of Work:I enltr I oe v'e Propefi Owner Name: Address: Phone #:o-E-mailAddress: 4[trtol {l/.r Q 3,*,r,1.c"* @r0o !mv -r rt FO E [F Applicant / Contractor: Authorized Agent/Representative Name: Phone #: License #: {<T. 76o- 311 -7-8-7)E-mailAddress: Expiration Date'T LMPLI* 8t 6 | -11- Zol Mechanical Application 1 General Site plan - showing propane tank, lines, and distance from tank to all existing structures. ,Jl l,' LM Heat Source Electric Heating Oil Propane+Wood w O lnstallation manual must be on site at time of inspection or a re-inspection fee will be charged. By signing this application form, the owner/agent attests that the information provided herein, and in any attachments, is true and correct to the best of his, her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in making any issued permit null and void. I further agree to that all activities I intend to undertake or complete associated with this permit will be performed in Property nt Name = 2rnJ tr 7larl Date: z'/f-?2//Sign o lndicate quantity of NEW Fixture Types Below *Propane is prohibited in hazardous locations such as basements or pits or anywhere "heavier-than-air" gas can unsafely collect. *Propane tanks over 125 gallons require a minimum setback of 10 ft. from property line and buildings, and a site plan must be submitted with the application showing the setbacks. lf propane tank is over 500 gallons, a site plan is required to accompany this application, and a separate Fire Code approval is also required. Quantity Fixture Type Description Fan Bath Fan and/or Exhaust Fan Clothes Dryer Clothes Dryer with Exhaust Vent Cook Stove Cook Stove, Range Hood Exhaust Fireplace - Gas Fireplace-Gas or Gas Log lnsert I Fireplace - Wood Fireplace-wood, Wood Stove, or Pellet Stove Electric Furnace Electric Furnace or HP +/- Ducting Propane (LP) Gas Furnace Propane Furnace +/- Ducting Water Heater - Gas Gas WH Vent and Combustion Air Gas Pipe System Gas Pipe System LPG/Oil Propane Tank LP FuelTank (# gallons ) Heat Pump Generator Air Conditioner OFFICE USE ONLY Building Permit Fees Mechanical Permit fee ltank swap, woodstove, furnace, roof -sotar panet, etc )S188.oo Propane - Lines, tank, and appliance (add'l 594.00) Project Scanning Fee s24.00 Technology Fee-5% Total Fees* *Additional fees may apply Mechanical Application 2 Templefire Inc t Page 1 of2 @Home Espafrol Contact A-Z Index Help My L&I Safety & Health Claims & lnsurance Workplace Rights Trades & Licensing Templefire lnc Owner or tradesperson Temple, Jason Robert Principals Temple, Jason Robert, PRESIDENT WA UBI No. 604 212 966 PO Box 2085 PORT TOWNSEND, WA 98368 360-379-2877 JEFFERSON County $6,000.00 Effective date o1t11t2019 Expiration date Until Canceled $1,000,000.00 Effective date 04128t2018 Expiration date 04t28t2019 Business type Corporation License Verify the contracto/s active registration / license / certification (depending on trade) and any past violations. Construction Contractor Actlve. Meets current requirements. License specialties MASONRY Lrcense no. ,, TEMPLI-8I6BM (t Effective - expiration 01 I 1 4t 2019- 01 I 1 4t2021 Bcn9 RLI lns Co Bond account no. LSM0614553 Received by L&l o'il14t2019 lnsurance Contractors Bonding & lnsuranc Policy no. cl 1s13553 Received by L&l 01t14120't9 s?v!f9s No savings accounts during the previous 6 year period. Lawsuits against the bond or savings tto ii'irsuits agaiiist thC biind oiiCVirigs accounts during the previous 6 year period. L&l Tax debts Nii Liil tii debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No ticense viotations during the prevlous 6 year period. Workers'comp Help us improve 2lt9l20t9https://secure.lni.wa.gov/verifu/Detail.aspx?UBL:604212966&LIC:TEMPLI* 8 16BM&SAW: /l washington state Deparilnent 01t, Labor & industries Templefire Inc No active workers' mmp accounts during the a Page2 ofZ ,l," 6 year period. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No Ctiikis hCve been issued against this contractor. Contractors not allowed to bid No iiebarments haVe been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. @ Washington State Dept. of Labor & lndustries. Use of this site is subjecl to the laws of the state of Washington. Help us improve 211912019https://secure.lni.wa.gov/veriff/Detail.aspx?UBI:604212966&LIC:TEMPLI*8168M&SAW: Jefferson Co Dept of Coml)v WA - Online Payments I Page 1 of 1 Step l: Select Paymont Stop 2: Review and Submlt Stop 3: Conlirmation and Receipt Step 3: Confirmation and Receipt Result: Payment Authorized Confirmation Number: 548251 1 1 Your payment hs been authorized suocssfully md payment will bc prmesed. Jeffemon County Department of Comunity Devclopment thmks you for your payment. For qu$tions about you accout, pleae csll 36G379-4452 Thank you for uing our bill payment sryics. Plere save or print a copy ofthis receipt for record keeping purposes. M Bills Customer First Name: Lasl Name: Address Line 1: Address Line 2: City: State: Zip Code: Phone Number: Email Address: lnformation JASON TEMPLE P.O. 80X 2085 PORT TO!(NSEND Washington 98368 360-379-2877 JASON@TEMPLEFIRE.NET Payment lnformation Payment Dat6: 0211912019 Check Routing Number: 325182289 Check Account Number: '*"'80 Account type: Checking Print Description Amount Due lnvoice Payment payment of $222.60 on lnvoice Number 201981D19-00049 $222.60 Subtotal $222.60 Convenience Fee:$2.50 Total Payment:$225.10 http s : //c lient. pointandpay. net/web/Je ffersonCo DeptofCommDevWA 211912019 Jeffer$on (uun