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HomeMy WebLinkAboutPermit M97-0066 - RODIGRUEZ MARIACity of Tukwila Permit No: M97 -0066 Type: B -MECH Category: RES Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100. • Tukwila, Washington 98188 Address: 4003 S 148 ST Location: Parcel #: 004100 -0163 Contractor License No: HDAHLI *225MU MECHANICAL PERMIT. (206) 431 -3670 Status: ISSUED Issued: 05 /23/1997 Expires: 11/19/1997 TENANT RODRIGUEZ MARIA 4003 S 148 ST, TUKWILA WA 98168 OWNER RODRIGUEZ MARIA CRUZ JUAN BAUTISTA OLIVA.,4003 S 148TH ST, TUKWILA.WA 98168 CONTACT DOUG JANSEN 1402 MAPLE AV SW', , 'RENTON WA 98055.E CONTRACTOR H DAHLBY COMPANY INC 1402 MAPLE ..AVENUE.,'SW, RENTON; WA 98055 Phone: 206 271-5110 Phone: 206.271 -5110 **** *:Ir * *k ** ****.*** * ** * *ik * **** * * * ** * * * ** *** *k * *' Permit Descripti'on:: Signature: INSTALLATION OF WOOD 'STOVE OWNER` ESTIMATES A COST OF ;$1200 FOR CONSTRUCTION:.. UMC Edition: 1994 ermitC er Signature Valuation:' .00 Total Permit Fee: 39.38 * * ** *. ************* k* k********** * * * * * * * * * * * * * * **k * * * * *** * * * * * ** I hereby certify that .I 'have .read and .examined this permit and know the same to;.'b'e true", and correct.,: All provisions of law and ordinances,: governing,th;is. will be complied with, whether specified herein or not The granting Of this permit does not presume to give authority to: violate or cance l•;'the provisions of any other state' or 'local laws regulating constructi,on,or the performance of work. I.am authorized to sign for and obtain thisbuilding permit. Date: ,4t - Print N a m e: _., k.eggC-/ G 1/42 'i ,i Title: '0 0 -e•5 a -.„ This permit shall become.:null and void if the ,work IS not commenced within 180 days from the date of'issuance,• or,'if, thework is suspended or abandoned for a period of 180'days.from:.the last inspection. Project Namefrenant: R 0 ,Q,Iy/.) AARt Value of Construction: 1 7( - 53 Will there be storage of flammable /combustible hazardous material In the building? ❑ yes El no Attach list of materials and store • e location on se • arate 8 1/2 X 11 •a • er indicatin uantities & Material Safety Data Sheets Site Address: y Liao ?5 '5 1 LIS --- s� t y ,, State/Z1 : `6 1 �v� Tax Parcel Number: / ems v r Property Owner: Phone: hie Street Address: City State/Zip: Fax #: Contact Person: Phone: Street Address: I i U 2 ivt 1Q ►4- ✓d 5 p �, City State/Zip: _ I TOhJ b 5 5 Fax #: --/ �/ / 2- 7Z.LS Contractor: H 201$ f to Phone: 5 v ' / y Street Address: 6 o r''D a / City State/Zip: Fax #: 5,41 40 Architect: Phone: p Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: MISCELLANEOUS PERMIT REVIEW AND'APPROVALREQUESTED :' O•BE:'FILLED OUT BYAPPLICAN .;::: , . Description of work to be done: 57 ✓te Will there be storage of flammable /combustible hazardous material In the building? ❑ yes El no Attach list of materials and store • e location on se • arate 8 1/2 X 11 •a • er indicatin uantities & Material Safety Data Sheets ■ Above Ground Tanks ■ Antennas /Satellite Dishes ❑ Demolition ❑ Fence ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Facilities ❑ Tree Cutting ■ Bulkhead/Docks ICI Commercial Reroof Mechanical ❑ Manufactured Housing - Replacement only ❑ Temporary Pedestrian Protection/Exit Systems MONTHLY SERVICE BILLINGS. TO :'. Name: Address: WATER METER DEPOSIT /REFUND BILLING:.: Name: Address: CITY OF T'IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431-3670 0 Water Date application accepted: MISCPMT.DOC 7/11/96 0 Sewer Date application expires: .: �• n td dja •�iX ti p . ri .!r14�' Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APP.LICANTiREQUEST::: FOR'MI SCELLANEOUS :PUBLICIWORKS:PERMITS ❑ Channelizatlon/Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage in Water Meter /Exempt # ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #• Size(s)• ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading/clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use 11 Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Size(s): Size(sj: Est. quantity gal Schedule' ❑ Moving Oversized Load/Hauling 0 Metro I Phone: City /State /Zip: Phone: City /State /Zip: 0 Standby Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Application taken by: (initials) f�� BUILDING OWNER OR AUTHORIZED ` GENT: Signature: . Date: Print name: Phone: a Fax #: — air' .—_ Address: / L-0 2 ►9-p / i�-�� S J City /StateiZip: ".€ o.56— ALL MISCELLANEOUS P. - 'IT APPLICATIONS MUST BE SUB ED WITH THE FOLLOWING: ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT ➢ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER ➢ CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW ❑ ❑ ❑ Above :GroUdd.Tanks /Water;:Tanks- Supported ; di'rectly`upon grade: exceeding 5,000 gallons ratio of height to diameter�or:width :, which exceeds 2:1::: ' Antennas /Satellite!Dishes Awnings/Canopies.--No. signage Bulkhead/Dock CommerciaMeroo Demolition. -Fences -.OVer 6'feetin Height• Land Altering/Grading/Preloads LoadingDocks Mechanical' (Residentiei : a : Commercial) Miscellaneouis ; Pu,biicWorks; Permits ; :j Manufactured Housing (RED' INSIGNIA ONLY) MovingOversized:Load/Hauling Parking. Lots Residential , Exempt with following exception: If roof structure: to be. repaired or replaced Retaining•Wails Over 4 feet in height: Temporary Facilities ,, 'Temporary Pedestrian Protection/Exit`Systems • in Tree Cutting MISCPMT.DOC 7/11/96 ;Submit checklist: ;No :': M= Submit checklist: :'No: M -1 Commercial Tenant Improvement Permit Submit'checklist .No: M -10 :.: ubmlt checklist No: M 7 6 SUbrnit•checkiist ' . No: •Submit :checklist` No: M= Submit checklist : No: M -2 Commercial Tenant Improvement' Permit..:: Submit checklist No: H-17 Submit checklist ' No M -8; : '' Residential oni := H- 6 -,H -16 Submit, checklist ': H- Submit Checklist: o: M -5 Submit checklist : No: M -5 Submit checklist No M -4 Residential Building Permit Submit. checklist . No M -6 Submit checklist No M=1" `Submit checklist` • No: .M -7'' Submit checklist: "No: M =4 Submit checklist No:: M -2 ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building.Owner /Authorized Agent. If the applicant is otherthan registered architect/englneer, or contractor.licensed,'. by the State of. Washington,. a notarized letter from the property owner' authorizing agent to submit this permit application. and obtain: the permit will be.requiredas part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. it4'+' 1. �r�'. 1* L1S+34i:G•eY4y.a:mriw.+.v ,... Wrom Address 4'003 `, S 14.8 .Sul ..e Tenant: ROQRI.GUEZ; 'MARIA Status :' ISSUED 1'vpe ,B -MECH Applied: 05/2171997'` Parcel `,U :, 00.41'0.0 k , 4 .• k 163 Issued: 05/2371997'. k* ***' k' k. k*• k* k:* �C• kk*.• k. A*' k*******• k: k* k*• k:*k k • k• **' k*:*' • k* * k • k : k. .' k; kk * k•k.k•k•k* *k.k4Ai•k * k' * * **k* .. Permit:Condit1ons.: •1' MANUFACTURERS INSTALLATION. INSTRUCTIONS, REOUIREG ON SITE'. 'FOR THE BUILDING INSPECTORS .REVI.EW All permits, inspection: ecords` e plans shall' 0 , • available : at the i,ob` ,.. te O�rior to thetai�,t of any con struction. These "�, }da'c' ments :`care, to;. ='be ma i '' ntaa itled, ava • i 1 able _;until.` fitla°1 :•.i approval : is.gra,nted ' : 3. Al l construct~ ion to be "don;e in , cxohf 6 r,,.mance with approved s , 4r : ? plans and,,, etltuireme'htt :af the Uniform Buildi`ng Ed:ition)'es amend Unif orm'Me'chan`i''c`aa1 , Cod a i ( , { r Va 1�94, ,itio rt ) , and Was,l irigto�n State Energy; Code (1994 Edition) E d i,,tey 'of Pe"rmi t . . 'he .i s uariae of a permit orr ap prov al!•.o p 1 l 1ansi;..spe,cificati,ons, an :d, c,`omputat.ions shall ,h not e•, strued-to- a • permit f ..orgy, o,,r _: an a=pprova' of, a n,y vi,olatio'n '9,t: ` ot�ltfl provisi of ' t he.:-�bu i lding code or '.of 2 u anv�, ``a t'E o f h r o r*•d'1 n a n c e. of t he� .. j u r i ad�i •c L i o n �Y l N u permit p r;e s m i� i g t t gi, '�aueihority to .vi the provisionsroof, -s e s' halfl' ''bey„ ;valid,... . '' ,J „t ,, + Atk ± i � 5 4,.3 : i / a 41 f g$.:. . � ,R? P ' e„ . ,, :. l."1 . A. � V t .... to CII it . iw; Li4 i+ :.+5dieivc::.5':!N'. WY�W�"'n4H'�J.�F ACTIVITY NUMBER REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F ,.n ;he, :.>+,r.':nr.5 x.a,. sat �::.w::ru.:c:zcr 04'14tA z:n!N_ . l+ltam xv.raY >r,nv ���+,cac�u:nf:p.•- se!nc�.m.'i: n+;+:.4x+*•t: =* x. iCF7LI1-:PL"T!?,.iq7l:tA,q! fa. Petein4 (bade CoPi PLAN REVIEW / ROUTING SLIP M� • O OCo � o DATE 5 -a1- q 7 • • PROJECT NAME DEPARTMENT: B LDINr DM,SIO } N FIRE NTION PLA NNT IVISION PUBLIC W RKS STRU ' PERMIT COORDINATOR DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE D COMMENTS TUES /THURS ROUTING: PLEASE ROUTE F1 NO FURTHER REVIEW REQUIRED ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS E DATE 1 CORRECTION DETERMINATION: APPROVED fl APPROVED W/ CONDITIONS LI DATE DUE DATE A/ NOT APPLICABLE 0 • DUE DATE ID' w • 7 NOT APPROVED (attach comments) f I DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) Project: Q .� (t-tta VI -. Type of inspection: ��` k Address: LS 60. S)_ i q p Date called: Special instructions: Date wanted: l=-i 9'1 a.m. p.m. Requester: Phone No.: • I • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes, MMENTS: Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permit I Date : -? Date: PERMIT NO. -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: Type of inspectio Address: � YQa i �l� Date called: Special instructions: 1- CA41 N1ri1 Date wanted: 2si am, Requester: Phone No.: .1q7' 0% PERMIT NO. I INSPECTION RECORD Retain a copy with permit INSP CTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206) 431 -3670 Corrections required prior to approval. Date; $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS:(- /Jo at4r O\) swOE (P G4 u PMra -c- Com g (Dig) -6 , o c " 15 W1,—) to t ) ft i 4 fAloF S laqA rS 1 t J C 4 vwki F T i c Ct A E . ilk vi o.c 'e c2 6 N1 n r pt P•e pa IL— all 1 1J 11' v. sA Cl lr T -M-i4 Or 70 C •,_ , u 3 t &C. , PlIk�one No .13/_ `jlt0 Project. Type of inspection: Address: 4 S / y Yom- Dat called: ,3 M ?- Date anted: fly - i / /�/� a m P •m• Special instructions: CC)/V1 vii 4S R star: PlIk�one No .13/_ `jlt0 Inspector: f . i INSPECTION RECORD Retain a copy . with permit INSPECIrION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 S� six Approved per' applicable codes. [J Corrections required prior to approval. Date: J /Z. / cl y $42.00 REINSPECTION FEE REQUIRED. Prior to inspectio n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No`; Date: PERMIT NO. (206) 431 -3670 COMMENTS: t N s -L4A- J 50. 'c s I`o 2- c (+I ►r ►Sk^-( e„i.c C( T 1-3 w 1 1,-c /2.=U1 r- Di S t" 'N vi C r 4 TKI C:-J1 c.-TO rti-. Specs CAI- c.. (Cb A- Z. " rq' r rl . C [4.71'h'L. Ck - - j o .2 Cam" \ "r..ruSTt.6LE: W/4-§.-_-.),.1 , (� ILO j`cC�t�iJ Is' &O%" & P� 7 - r, n cr-v -L- '3 . epo rte- ciA,\J , (1 713 e'9 _ / (L V OE ,4- ' S u t -T" E~'k 1k g.t.o►J " O r2- . (1,-1,44 v n tzs S1 7ti14+ 04. Phone No.: Project: Type of inspection: Address 1 3 s 1 (.1 S.... Date called: 5 28 q Special instructions: Date wanted: /L it a.m. Requester: '74-0 4•4-.4 Phone No.: ,', . „,. '. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: JIL)2, Date: 5/24/x7 Li $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No`.: Date: ;�s •h* kA*: k* 4**** *•kk**i4A*4 /cAk*.kk *4****4 *AA**A•kh: ********Akk•k *A4*4A** CITY' or '1't11011.LA. ,WA TRANSMIT *h *sk *h * **0. * * * * >l **k * *A * ** * * * * * * ***,* ** *** **** * * * *A*A *** TRANSSMTT .N imber: R' 70Q55G : 'Amaurit: 39.311 05/23/97 12.:10 Payment Methot `CHECI( Notation:. H DAHLgY CUMPAnY Init, SAL . Permit Nd: t497 -( }ObG Typo: 0-MESH t4ECHANICAI.' PERMIT PHr':c,e1 Na s 004100.0163 Site Address:, 4003 ,5 148 ST Total Fees: 39.35 This PayMe it 79.30 Total ALL Puts: 39•.30 Iu1ance: .00 * * **A*41%** *•k* 4 ** * 110****.***4**` k** k,t** * *4 * * *** *** * * ***A*k* *#* * ** Account Cade 000/.345.830 000/322,100 Description t'LAN ' CHECK - RES MECHANICAL - RES Amount 7.88 • 31.50. Emissions Max. Heating Capacity Heat Output Maximum Burn Time Firebox Size Maximum Log Size Weight Construction Efficiency 3.3 Grams Per Hour 600 to 1,200 Sq. Ft. Cord Wood 66,800 Btu's/Hr. 8 Hours 1.6 Cubic Foot 18' 270 lbs 1/4" to 3/16" Steel Plate 70% (DEQ) 161/8" Stove Top trio, The Lopi Patriot woodstove is manufactured in Kirkland, Washington, USA. Lopi has been building wood, pellet and gas burning stoves and fireplaces since the 1970's. Behind every Lopi Patriot stands hundreds of dedicated employees and dealers. The experience and expertise, found at every level - from research to engineering to HEATING CAPACITY: May vary depending on the degree of home Insulation, floor plan and the ambient temperature zone of the area in which you live, BTU OUTPUT & BURN TIME: May very depending on woodstove size, moisture content of wood, wood type, chimney draft, and oxygen supply. Clearance Dimensions Use these dimensions when determining clearances to combustibles. Center of Flue to Side of Stove Top 1411 13/16 "104 23 5/8" ---► Stove Top Clearances To Unnplrotectel Combustible Walls Strai hl Installation 0 Center of Flue to 41/8" Back Edge of Stove Top Stove clearances measured from stove top A = Stove to Sidewall B = Stove to Backwall C = Stove to Corner Wall Singlewall Double Wall C n' %tar Connector 18" 18" 10" 18" 10 1/2" 10" Clearances to combustibles may be further reduced by methods specified In the Owne '" manual. SAFETY TESTING: Tested to UL 1482 by Warnock Hersey Professional Services, Ltd. EMISSION TESTING: EPA Phase II Approved, tested by E.E.S.PC. CORNRR WALL 25 1/8" Corner Installation S ove Dimensions 1 11---23 5/8 "---►1 Connector clearances Singlewall Double Wall measured from flue pipe. Connector Connector D = Connector to Sidewall 27" 261/2" E = Connector to Backwall 19" 11" F = Connector to Corner Wall 17 3/4" 17 1/4" Wood Store service - are unmatched in the hearth industry. Everyone at Lopi shares a commitment to complete customer satisfaction. The reputation, innovative design and commitment to the customer have earned Lopi it's position as America's largest manufacturer of steel stoves and fireplace inserts. 1• o ►► Floor Protection Must be numcombustible ut least 365/8' deep by 33 3/8' wide. C = Hearth Extension in Front H = Hearth Extension to Sides I = Hearth Extension to Back Combustible Alcove Installation J ■ Minimum Width 59 5/8" K - Maximum Depth 48" L ss Minimum Height 84" 16" 6" 6" This information is for reference only! Refer to the LOPI Owner's Manual for specific Information regarding the installation requirements of this stove. Your Authorized Dealer Is: A & A WOOD & PELLET STOVES 752 SO. 108TH TACOMA, WA 98444 531 -3606 (X opyright 1994 Printed In U.S.A. LOI'I reserves the right to alter or improve its products it any time without notification, 10850 117th Place NE • Kirkland, WA 98033 02/21/89 13:19 1 206 862 2930 PAGE 01 THE CHIPTEY SPECIALIST Notes: • i fr TELECOPIER TRANSMITTAL 1 FAX NUMBER - (206) 882 -2930 ♦ TO: Do LLCr ♦ FROM: �iq�m rnA-i •M ..... N •V N r.# H• - M N ...... N MV ..... N 1V N w• IV N N We are transmitting If) Pages, Including cover sheet. If you are not receiving our complete documentation, Please call (aps) 8624 1 P.O BOX 455 • PUYALWR WA 96371 • (206) 662•16U • (206) •33.0144 • 146149&WUP8 COMMEACIM. AND Resicernm. QW4IEY CLEANING, GAL WOOI$1UVE MMP CHIMNEY INSTALLONSONS CHIMNEY REUNING • COWLS** MASONRY REPAIRS. WATER SEALING • CONTRA TORS UG. , , CHM loin "i #:,i CERTIFIED MD ER OF THE NATIONAL CHIMNEY SWEEP GUILD ` { - t .4 oth 02/21/89 13:10 1 296 862 22939 C: :Certification Excel 103HT has been tested and listed to i the UL 10.3HT standard. Alone with many other rigorous tests, the UL I03HTstandard requires the chimney to withstand three 10 minute chimney fires at 2100°F. 'Excel 103HT Excel 1031-1T is the first really new chimney .design in more than ten years. Excel utilizes .ameerials and technology not available when the other products on the market were engineered, Applications Excel 103HT chimney is suitable for use on appliances that burn: • U • • Weed 011 Gee Cold It is ideal for worad•buming stoves, residential furnaces and fireplaces. Aitowable Flue Gas Temperature Max Continuous Brief Forced Firing Tested To Construction Flue Casing lnsulatkxr Seam 1000•F 1400°F 2100°F .016" Type 304 stainless steel* .016" Type 434 stainless steel "T hermopl blanket Continuous weld Excel 103HT has been tested and listed to the UL 10311T chimney standard by Warnock Hersey Professional Laboratories. WARNOCK HERSEY 1'f'7 • LISTED Listing U 50195 -C7- 703403 * In the North East we supply type 444 stainless steel because of It's high resistance to corrosion from coal. THE CHIMNEY .SPECIALIST PAGE 02 02/21/89 13:19 1 296 862 2939 Hotter on the Inside, Cooler on the Outside! 4 THE CHIMNEY SPECIALIST PAGE 03 The Excel 103HT Choy Length The Foundation of a Revolutionary Choy System In general terns, there 'are two basic types of chimney available today— insulated and air. cooled. Like mast things, each type has advantages and disadvantages. Many experts prefer insulated chimneys because they keep the flue asses much hotter, than air cooled chmneys. This reduces creosote formation and reduces this probability of a chimney fire. Other people argue that air cooled chimneys are safer becarise they are outlet of the outside. Excel 1031-IT chimney lengths combine the best features of bogs air-cooled and insulated chimneys. A cross section of an Excel 103HT length reveals Y4" of high density "Theruwplue Insulation. With it's high R value and high density, W of "Thews" keeps Excel 103HT as hot on the inside as any 1" insulated chimney listed to UL 103HT cross section also reveals A" of open air space. This air space, in combination with the "Thetmoplus` ittaslatitni, allows Excel 103HT to have outside skin temperatures equivalent to air. pooled designs. There are no couplings on the ends of Excel 103HT By eliminating the coupling, we eliminated the thermal badge between the flue and the casing. With Excel 103HT, the insulation and air space run contdnuously from section to seek,:,. Az a result, there Ire no hot spots with Excel 103HT. Excel 103HT chimney lengths are identical to Excel 2100 chimney lengths. Excel 2100 is the first 1" wall chimney to pass the Canadian ULC 5629 standard. The ULC 5629 standard is much more severe than the UL 103HT standard and is generally regarded as the toughest residential chimney standard in the world. For the first time, consumers in the United States have the opportunity to install a chimney specifically designed fur and tested to the most severe standard In the world. 0 0 02/21/09 10:10 1 206 862 29.30 . • T� • t .. 1 )ICI.F. ,':.,y ' Ir7< iii:! 11,0 14iilL t.t . I n , r;,, i!W {i.ira.iR.r:.a. t+. v w :cam ,. r ,i;n t ,, . € 1:�- r_ ; .• 55 !I { ?i� -.,, �F =iFir+f �„f;!,f1F �1•(•C7 , �,�''` fk,4'�7„ • : 1:r .k,*l ► iyitt 441;; f Vontinneus Welding— • sllMMore Expensive & 'Worth It! If you have ever seen an insulated chimney fare buckled by a chimney fire, you probably remember that it was buckled inwards at the lock seam. The reason is simple: there are fnur thicknesses of material at that point, and it is much more rigid than the rest of the flue because the lock is made by compressing these fartr thicknesses as flat as possible. Under chimney-fire conditions, there is no way for the chimney to expand uniformly— so it warps at the seam. With the continuous weld on Excel 103HT, there are only two thicknesses of material, and only 1 /4" of overlap, This allows the flue ou expand and contract uniformly around Its circumference, The continuous meld on Excel 103HT is totally watertight, eliminating a potential source of chimney corrosion, And there la much morel Fabricating n continuous weld is slower and requires much more expensive machinery than fabticating a lock seam, A quick check of many of our competitor's catalogues will show what they think of continuous welding— they continuous weld their more sophisticated and higher priced industrial chimneys, but use a lock seam an their residential products, "Thermepl s"— Clase to Perfection! Unlike the silica based loose fill Insulation used by most Insulated chimney tnanufacturers, Thermoplus is chloride free and totally noncorrosive. Chlorides in the insulation are the number one cause of corrosion related failure in insulated chimneys. You won't have that problem with Thermoplus. Even chlorides won't do any harm without the presence of moisture. Thernoplus does not retain or absorb moisture. Most louse fill insulations become hard after a few years. you have a chimney fire you want your insulation to be soft su that when the flue expands, it has some room to move. Thermoplus stays soft, even after repeated chimney fires, even after years so the flue will be able to expand without buckling. There are no hot spots with Excel 103HT because Thermoplus will not settle. evert after repeated chimney fires. "Smart Parts"-- - For Multiple Applications & Sizes One of the advantages of developing a new product is the opportunity to evaluate all existing products. We talked to the people who handle chimney daily. Experienced installers have distinct likes and dislikes about chimney components. We evaluated THE CHIMI•NEY SPECIALIST PAGE 04 Engineering and Dodo the individual parts which were consistently the most popular— regardless of brand — selected the best tiiesigna, and Improved them. Whenever p ssihle, we designed one part to fit 6, 7, & 8 inch sizes and to Fuit multiple applirntions. The result— "Smart Parts ", the easiest to Install, easiest to inventory chimney components available. A Few Examples^ - 8 m11ler Suppottat Our 6" chimney requires a l0" hole in the ceiling when used with nut round or square sum,re Most other brands require a 14" hole. Since roof rotate* and flo or joists rarely line up with the deaired chimney location, a smaller support almost always makes the installation easier. With today's engineered framing and truss joint designs. it is often impossible to modify frvming cos• site. There are many installatkms possible with Excel 103HT that are impossible with other chimney systems. Adduatable Lecithin Excel 103HT is the first insulated chimney to offer adjustable lengths. Adjustable lengths relieve many installation headaches by allowing unlimited centre •to•ccnt ur(S : ts, easy balancing of Cap heights, and painless overall length adjustment, Adjustable Will $uppoeta and Dwain Excel 103HT wall auppurte and wall bands adjust to allow for variatlotut in wall finish, virtually eliminating bracing and blocking, The Excel 1031-iT wall support installs above the insulated tee. This usually allows it to be screwed to the flaming instead of anchored into concrete. Excel roof sunsuits, wall supports, wall band offset supports, and roof hracca adjust to fit 6•, 7•, and 8 -inch chimney. 5 '• '1Correakon A e • Much of the data on the long term durability . of chimneys, and particularly on chimney ooterisbn, has been obtained in the last five • years, The news has not been good for most chimney manufacturers. Galvanised exterior • chimneys have not stood up well to acid rain or coastal environments. Manufacturers who use loose fill insulation have discovered a new . ; F enemy -- chlorides. Trace amounts of d>{o rides are present in the silica used by most insulated chimney mastufactuters. Chlorides, when exposed to atmospheric moisture, can cause a stainless steel chimney to corrode so quickly that is not unusual to find pinholes insane brands of chimney while they am still in the factory carton. 92/21 /8 13:10 • 1 206 862 2980 THE CHIMNEY SPECIALIST &eel is contracted of highly corrosion resis- tant ataielesa steel. A chimney with a stain- less steel outer suing will resist add rale and salt air cotroilnn far better than a chimney with a galvanized cuing. Excel is insulated with Thermoplus blanket Insulation. There are no chlorides or other corrosive chemicals in Thermoplus. This totally eliminates the primary cause of premature chimney corrosion. Corrosion requires the presence of moisture. Excel's unique continuous welded seam is gas - and liquid - tight, no moisture can enter the chimney through the seam. Excel's joint is designed to shed rain. reducing the possibility of capillary moisture flow into the insulation. it is built without couplings. This allows moisture to drain out of the system instead of being retained in the joints. Thermoplus is totally nun - absorbent. It will not retain moisture at all. ',any moisture could get into the insulation, it would simply evaporate out the cop, or drain out the bottom. Since Excel 103HT has a stainless steel interior and eateriom that is no possibility of corro$1011 between dissimilar metals. PAGE 05 Durability Excel is designed to provide years of sale, reliable service. lis uniqueaaatieneta -welded construction etGninates the weakest link in chimney design. -- the lock seam. Continuous welding is slower and more expensive than lock seams, but it pays off by reducing mechanical stress under chimney fire conditions, Excel is the most curroslon•resiatant residential chimney available on the marker. The Thernioplin blanket' insulation allows the inner lining m expand ardeontract.tpuch more easily thaa with sold pack huedatiots, eliminating warping under extreme conditions. Twenty 1 w Nagai ar Pro~ead ive provides fine 4011 i has/ chime, Imoths 41 .10111 11 10 1 1 1 00 1 d naiad Owe *ei tti1peiMort (i tchi dry elthrorilviolifavikridoid tan Teen era: trite tin. Far deadb, are boa awe �+ �..� ; ,wak6:.CGr1'.u�t2uvu:avcrtw,:a. wow. M+, e..., w., V... n .......... ...e.y..M..w....,......•..,,.ri 02/21/69 13:10 1 206 862 2930 IFltiie Weight & Chimney Ong The following information is provided to assist Ina in determining the correct chimney size and overall height required to provide trouble free operation. k is intended as a guideline only. There are many other factors which determine the effective draft of 2 specific is5taltation. 4--. vita% w --� HEIGHT, H lilting Fireplace Chimneys The chimney siting chart above determines ate correct chimney size for an on fireplace. Flu factory-built fireplaces and wood- burning moves, use the 3 1zc specified by the appliance manufacturer. in most cases, this is the diameter of the flue collar: FIREPLACE t>PEMIN6 vtDTH, v Figure 1 THE (.1-HIM1IEY SPECIALIST cHJWWWCCY DIAMETER, INCHED PAGE 06 FIREPLACE OPENING 42' W. BY 30' H. CHIMNEY HEIGHT 2©' CHIMNEY 0 12' r. �-m -4 �r �Fx1� I �� fl 1 ,lli. • r v � 7:..i r 4t..;:: J F .-; a — • IM fl, ii • . Ijff ,: n. l /l C .. / : . .4! ; ,:l: , , , :, y ■ IY � A1 ,1: Sa .4-',$"";. 1111 � /St��r c. .iSAS A1. �/;:T r �• ry�y � ra,y � 1 (!Y '!Rf f � :�t T '' i Fyn»= ' ail N�,dn! I ii ' a t� fi %r :1 t 7 8 f;A'Ftt: Y.rtSV;iR, E'1iue:+w 02/21/89 13:19 1 206 862 2939 THE CHIPIIIEY SPECIALIST PAGE 07 NWcgmmsn ed Flue Height Once the correct chimney size has been determined, there are two factors which can be csenpensated for when calculating the optimum height of the system -- ekvatbn and chimney layout. The higher the elevation, the greater the chimney height required to provide the same draft as an installation at sea level, The more complex the chimney layout is (the more tees, elbows, etc. in the system), the greater the chimney height required to provide the same draft as a straight up system. The minimum overall height of any chimney system is 12 feet for a vertical chimney with no offsets at sea level, You must increase the vertical height of the system to compensate for horizontal runs, tees, and elbows. To compensate for: One Toe Add 3 ft. to the minimum height. One 45°Elbow Add 1 ft. to the minimum height. One 90•Elbow Add 2 ft. to the minimum height. Each foot of horizontal run Add 2 ft. to the minimum height. Each 1000 ft, above sea level Add 4% to the minimum height. Example 11 House Built at Sea Level A wood burning stove is installed on the main floor of a single story house at sea level. The chimney is installed with a 90° elbow through the wall into a tee, then straight up through the nxoE To determine the minimum overall height add: The minimum overall height = 12 feet 11/2 feet of horizontal run = One 'Tee" _ One 90° Elbow m Additional Height = 3 feet 3 feet 2 feet 8 feet The minimum overall chimney height required is 12 ft, i- 8 ft, = 20 ft. Example Stt Identical House built at 8,000 Feet To determine the minimum overall height, add 31% (4% per 1000 feet) to the height calculated in the above example: 20 feet + 32% = 26.4 feet If the house was built at an altitiude of 5000 feet, the overall height would be: 20 feet + 20% (4% per 1000ft.) = 24 feet t Minimum Recommended Flue Height nue connection from the ction on the appliance (feet) .Elevation Ab(we8es LSvei (feet) of elbows 7- 2X 0 15' 2X 30' 2X 45' 4X 18' 4X 30' 4X 45' �. �. 0 -1000 12 13 15 16 14 18 20 18 20 1000 -2000 12.5 13.5 15.5 16.5 14.5 19 20.5 19 21 2000 -3000 13 14 16 17 15 19.5 21.5 19.6 21.5 3000.4000 13.5 14.5 17 18 15.5 20 22.5 20 22.5 4000-5000 14 15 17.5 18.5 16 21 23 21 23 5000-6000 14,6 15.5 18 19 17 21.5 24 21,5 24 :6000.7000 15 16 18.5 20 17.5 22,5 25 22.5 25 7000-8000 15.5 16.5 19 20.5 18 23 25.5 r 23 25.5 8000-9000 18 17 20 21 18.5 24 28.5 24 26.5 0000-10000 _ 17.6 _ 20.5 22 19 24.5 27 24.5 27 .4 No more than two offsets (four elbows) allowed 1. Thls column shows the height required for a rear - vented stove run 1$" horizontally into a tee. 2. This column shows the height required for a top- . vented stove with a 90 degree elbow and an 18" horizontal run into a tee. The table above may be used to determine the minimum height required for many, daemon installations. 92/21/EI9 13:19 10 1 296 862 2939 • i � r Excel DRAWING 1 DRAWING 2 • • Not The following information is provided to assist you in selecting the chimney components required for your installation. it is intended to he a guideline only These ore not the installation instructions. Step 1 Detaeemioe the diameter of the chfimrue Usually, this ts the size of the oulet on the appliance being installed. Step 2 Laura lee the reef pinch. The pitch of a roof is the amount of vertical rise for a given horizontal run, Pitch is normally expressed as X/12 (the amount the roof rises for a 12" horizontal run). See Drawing 1. Select the appropriate flashing. THE CHIMNEY SPECIALIST s PAGE 99 Seep 3 Determine the 'Set Mow) requirements, if eme Sc e Drawing 2. Measure the amount of horizontal offsct required. Measure the amount of vertical height available to rsffaet. Find your required offset in one of the offset tables on pages 22-23. Step 4 DRAWING 3 lithe offset you require Is not in Table 1, then you may require an adjttststble length between the elbows. Use Table 2. if an adjustable length is required. Whenever a chimney is of rlet, you must install a secondary support above the top elbow. There ate two supports which are generally used: the uffsct support, or the roof support, both shown in Drawing 2. The use of either support is adequate frir most installations. DRAWING 4 I THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A • i•.�o ';i: r' �'f �te:•.:� ✓?R i tit � ;� ? : .41Y . " .i7,i :: r•: �' . ' Yti� S�i . y r kr �4i�L "fm'��r . : K � °� 'ir • s jb NUMBER ": .C,QI'(PAN' 'i ""' 4' 2 •:MAP '•.E; AVE. 'SW': aENT.OM'j: • •State of Washington County of King a • . . %% r1T AY,� , Cr i u' , nu cit`�, t..,. • / r t F >� ' 1r1 %'.„\\\. -. ` DEPARTMENT OF LABOR AND INDUSTRIES y Public STATE OF WASHINGTON . ,r F625.052.000 (3.921 My appointment expires 6/16/98 •, ,