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Home My WebLink AboutMIS99-00562 Cancelled Rebuild Chimney - MIS Permit / Conditions - 10/3/2001 MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 Iuk IN PFG'T10t4 U..AIL 4 7 967f7 MIS99-0562 PARCEL :322132300050 PLAT DIV : Ri.h . ,JOB ADDRESS : 2131 NE TAHUYA RIVER VER AD TAHUYA APPLICANT : GARY KEY OWNER : GARY KFY D BM1EXPIRAS10N LEGAL : T1 5 Of St Of IIE 2t3I TAMOYA AIVFA AD tol 1. 'Volt) *j PRO,.IECT DESCRIPTION : DATE MASONRY REBUILD CHIMNEY PROJECT LOCATION : FROMT HE TAHUVA FI I VFR BRIDGE, ON NORTH SHORE RD, 2 MILES UP 1-Hf 'TAHUYA RIVER ROAD . PROJECT- NOTES : ,�-_:.:--max_ .Y.r:.�:�-� ::�#:�-.......�_�:..:�:>::,•: TYPE AMOUNT BY DATE RECEIPT Pt (,K $ 56 .71 KW 09/07/99 51447 PFIRAT $ 18 .25 KS 101 13/99 Ear L.FA I lT STFE F 4 .50 KS 10/ 1 3199 BELF-A I12 TOTAL -. 79 .16 �V OWNER OR AGENT � DATE . -:�: :-.^...=a.:r��x:•s-s�aur,•^»•, -.-c._:2mx::ua^x:mr�:x^a.,rs:xav:.:-�ewac--::anar'..:.:ar�:.: v 1 ,� MIS_?PIT, ter: 041011y COMPLIANCE TO .ATTACHED CONDITIONS IS RFOU I Rf D CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by PLUMBING Anil by OTHER Groundwork dats by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by MASON COUNTY Mason County Bldg. 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 PERMI -r C1 NCB i '4 !3 rase fjo MIS99-0562 F o I GARY KEY Page ; I 1 ) MASONARY CHIMMEY AND GAS FIRE PLACE , 2 ) All approvod plans are required to be on-site for inspection pUrpose.s . If inspection is called for and plans are not on site , Approval WILL NOT be granted . In addition, a Re- inspection fee in the amount of $42 .00 per hour- (minimum I hour ) will be charged and must be collected by this department prior to any further inspectI ,,,7,ns being performed or approval grantod . X_ 3 ) PURSUANT TO 1997 UNIFORM BUILDING CODE , ALL SITE MUST BE MARKED WITH APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCtl A PPS I"TION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY . MASON COUNTY BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLFTFD PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A REINSPEcTION FEE , BASE,[' ON RATES ADOPTED FEE SCHEDULES AND THE 1997 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/1"ONTRACTOR FAILS 'TO POST AL)DRFSS, ON SITE PRIOR To REOUFSTING INSPECTIONS . X MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 4 ) Ali (!TIC' P,11r'T ION MUST Mf-V ' 5 ) ALL FURNACE INSTALLATIONS SHALL MEET THE MINIMUM EFFICIENCIES SET FORTH IN THE: 1994 WA:�HINGTON STATE ENERGY CODE (WSEC) , ANY PORTION OF THE MECHANICAL SYSTEM THAT I5 ALTERED OR REPLACED SHALL MEET THE . MINIMLIM STANOARD6 SIFT FORTH IN THE 1994 WSEC AND 1997 UNIFORM MECHANICAL CODE . X 6 ) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS RE91.11 RED PER MASON COON-rY BU I L D i N(I DEPARTMENT AND UNIFORM BUILDING CODE .x GG r Key Chimney Front ViNI Scale 1 " = 30 "' Cap is 4" dry pack concrete with-/ corrugated metal base Roof (peak side) ———————— — — ——— — ---- - ---- Roof (down slope side) Kitchen Stove Vent .5 0 � N Main Floor Ceiling Gas furnace vent Fireplace Flue Woodstove Flue Cinderbiook with #4 Rebar 4' on 4' Brick facing on front and sides. gall ties o from cinderblock to brick are 18 guage. 3" brick facing� Fireplace 3 Firebric Main floor finished floor 6' Concrete Slab with Rbar Von V base is corrugated metal Basement Ceiling n Mouse air to heatalator unit and out to house�,, c 0 inderblock with #5 Rebar o grade 7on 2' Combustable air from outside house to firebox Basement finished floor I B" concrete slab with 05 rebar V on V Cinderblock with #5 rebar 2 on 2 12" Concrete Slab with #5 Rebar V on V USED 19 TIMES,Draft Choice(0 Copyright 1997 TRIUS Inc. Key Chimney Side View Scale re 30 +r Cap is 4" dry pack concrete with i I corrugated metal base I I I I 1 i i I I 1 I 1 I I Roof I I I i I i Kitchen Stove Vent I i c i � I I I i � Main Floor Ceiling I 1 I i 6'x IT Mantle t 1 Gas furnace vent i t t Fireplace Flue i Woodstove Flue i I Cinderbiook with #4 Rebar 4' on 4' I i Brick facing on front and sides, Wall ties a from cinderblook to brick are 18 guage. Heatalator unit Firebox 8` brick facing on front of fireplace 3" Firebrick Main floor finished floor 6" Concrete Slab with Rbar Von V base is corrugated metal Basement Calling House air to heatalator unit and out to house CMU with #5 Rebar Zon 2 o Combustable air from outside house to firebox Basement finished floor 6' concrete slab with #5 rebar V on V CMU with #5 Rebar 2 on 2 12" Concrete Slab with #5 Rebar V on V USED 19 TIMES,Draft Choice(C)Copyright 1997,TRI YS,lnc. Footing side view Scale 1 = 12 #5 Rebar 6" CMU Concrete footing with #5 Rebar I ' on V <Z> - - 84. 00 i n USED 18 TIMES,Draft Choice(C)Copyright 199 7,TRIUS,Inc. Basement top down view Scale 1 " = 12" - combustable air from outside house 12" cMU with #5 Rebar 2' on 2' Cas furnace vent 8" cMU with #5 Rebar 2' on 2' Woodstove Flue Woodstove flue cleanout Z5"x5" Angle iron above basement ceiling 6" concrete slab with # 5 rebar 1 ' on 1 ' USED 18 TIMES,Draft Choice(C)Copyright 1997,TRIUS,Inc. Main Floor top view Scale 1 " _ 1 6" CMU with #5 Rebar 2' on 2' Propane Furnace Vent 4" Brick facing 1 0" x 10 Woodstove flue Heataiator Unit Fireplace 8" brick facing F-4-1 Brick paver to floor on a 6" concrete slab Combustible air in to fireplace USED 18 TIMES,Draft Choice(C)Copyright 199 7,TRIUS,Inc. Roof Elevation Top Down View Scale 1 " = 1 ` 48. 000 in 10" x 10" Woodstove Flux 4" Kitchen Stove Vent N c> c> c> 4" Propane Furnace Vent (For future use) zz I 12` x 16" Fireplace Flue 6" CMU 6" CMU 1 USED 14 TIMES,Draft Choice(C)Copyright 199 7,TRIUS,Inc. �. ........_ Rebar View Scale 1 if T 1211 #5 Rebar with a 30" overlap 2' on 2' f Bond Beam Detail Knockout USED 19 TIMES,Draft Choice(C)Copyright 199 7,TRIUS,Inc. Roof Flashing Detail Side view 4" Chimney Cap Roof Line Flashing of 20 gauge sheet metal 24. 00 i n USED 21 TIMES,Draft Choice(C)Copyright 1997,TRIUS,Inc. Key Chimney Construction Notes Footing 1. The footing will be a 12"concrete slab with#5 Rebar 1' on 1'. 2. The slab will be 6"larger than the CMU base of the chimney. 3. The rebar in the CMU or cinder block above the footing and up to the main floor of the house will have#5 rebar 2' on 2'. 4. Combustible air will flow in to the side of the CMU from out side the house. It will flow through the basement segment of the chimney and into the firebox of the main floor fireplace. Basement 1. A 6"concrete slab will be flush with the basement finished floor. The concrete slab will have#5 rebar 1' on 1'. 2. All floor joists that run through the area of the chimney will be crippled with equal or greater size joists (2"x 12"in the basement) and will be attached utilizing galvanized hangars. 3. All crippled joists, headers, and combustible materials will stand off from the chimney a minimum of 2 ". 4. As the basement portion of the chimney will have CMU on three sides only a 5"x 5" angle iron will be installed for support above the basement ceiling. The angle iron will have an overlap of 6"on each end on the CMU. 5. An existing wood stove will be connected to the 10"x 10"Flue. There will be a cleanout at the base of the flue. 6. A Propane furnace will be installed on the concrete slab in the basement. This furnace will fit into the open side of the basement chimney. 7. Non combustible air will flow in and out of the chimney, from and to the house, into and out of the heatalator unit. Main Floor 1. A 6"concrete slab will be set 3"below the main floor finished floor. The slab will have#5 rebar 1' on 1'. The slab will have a corrugated metal base. The front edge of the slab will extend out into the living room 18". 2. All floor joists that run through the area of the chimney will be crippled with equal or greater strength joists and will be attached utilizing galvanized hangars. 3. All crippled joists,headers, and combustible materials will stand off from the chimney a minimum of 2 ". 4. The CMU will be faced on three sides by brick. Wall ties used to hold the facing will be 18 gauge and will be spaced according to code. 5. The firebox will contain a Heatform Model A-37A heatalator unit. (See attached) 6. A 5"x 5"angle iron will be installed above the firebox opening for support. The angle iron will rest on a minimum of 6"at each end on the CMU (not shown in drawings). CMU will surround the Heatform (not shown in drawings). r 7. A 12"x 6"wood beam will extend the length of the face of the chimney to act as a mantle. As the mantle will extend out 5"from the facing of the chimney,the mantle will be 20" above the top of the fireplace opening. 8. 3 "Firebrick will line the floor of the firebox and extend out to the edge of the concrete slab in front of the firebox (18"). The top of the 3"firebrick will be flush with the main floor finished floor. Attic 1. The chimney will be reduced in width and depth to 24"by 48 " in the attic space. This dimension change will take place 6 " above or below the ceiling and the roof. 2. All ceiling joists that run through the area of the chimney will be crippled with equal or greater strength joists and will be attached utilizing galvanized hangars. 3. All crippled joists, headers, and combustible materials will stand off from the chimney a minimum of 2 ". 4. A vent from the kitchen stove will enter the chimney in the attic and vent to at the top of the chimney. Roof 1. The height of the chimney will be a minimum of 18"above the peak of the roof. This will be measured in the field. 2. The chimney cap will consist of 4" of dry pack concrete with a corrugated metal base. 3. The flashing will consist of No. 26 gauge or greater galvanized sheet metal. 4. The flashing will have a minimum 2" overlap on each segment. Overall 1. No voids will be left in the CMU. All voids will be filled with concrete mortar. 07/27/99' 09:00 MUTUAL MATERIALS BREMERTON 002 — T 77. H 60_44 aces Heatform and Fire A-Later - - -- warm air !L� pUI�91Y ""malt Heatform Model A— nt.1 els OVERALL DIMENSIONS `�. Front Opening MODEL PART FIREPLACE OPENING FRONT Unique heat tubes through NO, NO. WIDTH HEIGHT WIDTH DEPTH HEIGHT WEIOH i fireplace throat,durable 31A 3700 3i" 25" 381/2" 20" 50" 168 lbs. heavy gauge steel,double- 34A 3750 34" 25" 411/2" 20" 5 " 175 I!— walled firebox construction 37A 3800 37" 29" 451/2". with friction control damper. 25-year limited warranty. 42A 3850 42" 29" 501/2" 24" 54" 239 11, Complete with insulation and 484 3900 48" 31" 581f2" 28" 59" 3;?' Installation instructions. 60A 3950 60" 31" 70'/2" Conforms to the following 28' 59' 35 i 11ts research report: 72A 4000 72" 31" 821/2" 28" 5q" 4 1 Cool air IC130 No.2031, Cool air mlel n1lt Warm$n outlets T� Heatform Model S— OVERALL DIMENSIONS I Side Opening MODEL PART FIREPLACE OPENING FRONT Choice of right or left side NO• NO. WIDTH HEIGHT WIDTH DEPTH HEIGHT WFIGHI opening.Features heat tubes 32SA 4050 32" 27" 35" 19" 54" 1901b�, that provide extra heating 37SL 4100 32" 27" 35" 19" 54" 190 Ibs. rnptete warranty.Go surface area. PletO with Insu•r limited 38SR 4150 38 27" 42" 23'' 54" 263 Ibc. I ration and installation 38SL 4200 38" 27" I 42" 23" 54" 243 Ills. instructions.Conforms to the following research report; ICBO No.2031. Cool air nlelt Warm Air d oaltot- Into - bCih rooms Heatform Model D- OVERALL DIMENSIONS I Dual Opening MODEL PART FIREPLACE OPENING FRONT For see-through masonry NO, NO, WIDTH HEIGHT WIDTH DEPTH HE16"T i WEIGH; fireplaces.Smoke-free Instal- 330 4250 34" 23" 40112" 24" 66" � 2�i7 lbs. lation.25-year limited 1430 4300 42" 23' 1 481,." F.6' t 341 I:;s warranty.Complete with insuli,Gun and Installation Instructions.Conforms to the following research report; I000 No.2031. Cool air inlolt from both room$ Worm'hr Worm air oulial \ oVtNl Fire-A-Lator- OVERALL DIMENSIONS Front Opening MODEL PART FIREPLACE OPENING FRONT Heat circulating fireplace NO, NO WIDTH HEIGHT WIDTH DEPTH HEIGHT WEIGHT with built-in downdraft 34F 4439 34" 28" 391/2" 191/2" 50" 2001bs. shelf and square outer 37F 4440 37" 28" 421/2" 191/2" 50" 215 lbs. Jacket for easy instal- I 42F 4441 42" 28" 471/2" 191/2,, 60" 236 lbs. lation. Friction control damper,25-year limited warranty. Complete with Insulation and Installation Instructions. Contormg to elf the following research report:ICBO No.2031. J �Q �C o�Z PERMIT NO.: MIS MASON COUNTY MISCELLANEOUS PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT)INFORMATION CONTRACTOR INFORMATION owner r,. Contractor Name Mailing Address __ Mailing Address . City State Zip Code City State Zip Code Phone 6D Z7 -D//00therPI., Ph.( Lien/Title Holder Contractor Reg. # Address/0n A-.,y 2W,7q '' t_L)A, Expiration PARCEL INFORMATION-12 digit Tax Parcel No. DO.SO Fire District' Legal Description k 5 cDj -�)IGv A&4.) Site Address(include street name and city / Directions to site: /� vyAi ' N Will timber be cut and sold in parcel preparation? (Yes/No) D //JJ� Is our property within 200' of the following: Body of Water Name /X' #4) kl .. Saltwater Y P P Y 9� Y ( ) ,� Lake River/Creek L Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New Add Alt Repair Other Use of Building Describe proposed construction L r CIA SHORELINE PROJECTS New Replacement Repair Expansion Bulkhead Material (concrete, rock, wood, etc.) Length Height A FLOOR PLAN AND PLOT PLAN MAY BE REQUIRED DEPENDING ON THE TYPE OF PERMIT. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-I certify that I am exempt from the requirements of CONTRACTOR'S AFFIDAVIT-1 certify that 1 am currently registered as a the Contractor Registration Law RCW 18.27 and am aware of the contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work ordinance requirements regulating the work for which this permit is issued will be done in conformance therewith. No changes shall be made without and all work shall be done in conformance therewith. No changes shall first obtaining approval. be made without first obtaining approval. X Date X Date �LAli cr..) IAA Ate' CY7 fA P sTE tZ t` GU,//, H,s" fl-m 7-Z-19 FOR OFFICIAL USE BEYOND THIS POINT i Accepted by ct/,C Date�/� Submittal Amount Due n . Receipt No.2f2 7 DEPARTMENTAL REVIEW APPROVED DENIED CONDITION CODES Building Department !a Z- / Occ Gr Type of Const. Planning Department Environmental Health Department Public Works Department Fire Marshal Valuation $ FEES Building Permit Fee Site Inspection Plan Review Fee Other UFC Plan Review Fee Other Violation Fee Pre-Paid at Su ittal ( ) »< TOTA L FEES