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Home My WebLink AboutBLD17532 SFR - BLD Permit / Conditions - 6/14/1985 BUILDING PERMIT APPLICATION MASON COUNTY P.O. Box 186 Shelton, Washington 98584 426-5593 DATE ISSUED lLZ `/7 ' ZJ _ PERMIT NO. OWNER NAME MAIL ADDRESS CITY&STATE ZIP PH N ' uCr lr oL !� aA �" z DIRECTIONS TO JOB SITE �j i tr. A� 7 t✓i).1 C h(� STA fC /9 /iit/1/1.mow.✓r l f�eit _ ��•r LEGAL 1v, / ( EE ATTACHED SHEET) DESCR. /7)/:7T b�P NAME MAIL ADDRESS CITY&STATE LICENSE NO. PHONE CONTRACTOR USE OF BUILDING S t:H-S O BI AL k4.514Z A'C F Class of work: ^ NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE Describe work: Valuation of work: $ TC PLAN CHECK FEE PERMIT FE_W SPECIAL CONDITIONS: f.�" ,�` 1/' ete irl t 3 V j' 8 BEDROOMS DECKS CARPORT [] NOTICE BATHROOMS TOTAL SQ. FTe GARAGE ❑ ` � ATTACHED L1 I�f SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, HEATING, VENTILATING NO. OF STORIES__ BASEMENT i_; OR AIR CONDITIONING. TOTAL SQ. FT.41= FIREPLACE DETACHED L7 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHOR- J,-) (�� ' CONTRACTOR AFFIDAVIT IZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER I certify that I am a currently registered contractor in WORK IS COMMENCED. the State of Washington and I the aware of the FORD OFFICE USE ONLY ordinance requirements regulating the work for which the ermit is issued and all work done will be in c ormance therewith. PERMANENT SHORELINES SEASONAL FLOODPLAIN i Firm E.D. NO. S.E.P.A. By Special Approvals IN OUT YES APPROVED NO Lic. No. Date ZONING PLANNING DEPT. 5r—2 - S OWNERS AFFIDAVIT HEALTH DEPT. PUBLIC WORKS I certify that I am exempt from the requirements of the FIRE MARSHAL contract or registration law RCW 18.27, and am aware of the Mason County ordinance requirements for BUILDING DEPT. which this permit is issued and that all work done will ROAD ACCESS be in conformance therewith. MOTOR VEHICLE PERMIT �/J[ L//G lLul L�'�^ o� _ APPLICATION ACCEPTED BY PLANS HECK BY APPROVED FOR ISSUANCE Owner Date BY PLAN CHECK VALIDATION 'CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH MASON COUNTY P.O. BOX 186 Shelton,Washington 98584 PLUMBING PERMIT APPLICATION IMPORTANT— Complete ALL items. Mark boxes where applicable. Name Mailing address—Number,street,city,and State �Zip code Tel.No. Owner 2. Contractor The owner of this building and the undersigned agree to conform to all applicable laws of Mason County and State of Washington Signature of li nt Address [Application date 7 L/�GAL DESCRIPTIONt /T ��c :Ow f L-.�t� �^`t( vC I H O N�� rc )/t Ghl Location Ot / r�:ea:� Pa v �/10 t Building i f a, .L . vs VA &1' re.P 0 f tf t:i AJ .01( I t S/ S L i c• a NO.. PLUMBING FIXTURES FEE �p r�L LJ�7 rip I '/�i/: `F�� f�/ / WATER CLOSETS G;�; '� f.- •' " BASINS BATH TUBS Z C SHOWERS C N WATER HEATERS 2 de� AUTO.WASHERS GG r NwY i a SINKS F- 111 FLOOR DRAINSDRINKING FOUNTAINSLAUNDRY TRAYS Connect to City Sewer DISH WASHER Z DISPOSAL URINAL (Show Street Names & Property Lines) INDICATE LOCATION OF MAIN SHUTOFF VALVE FOR WATER. PERMIT a SKETCH IN SEPTIC TANK & DRAIN FIELD LOCATION OR SUBMIT J!� ON OTHER SKETCH. /,Idl7 $�CAC4-06F.b c5Ke7v o DO NOT WRITE IN THIS SPACE — FOR OFFICE USE Approved by Permit fee Date pemit Issued Permit number Receipt No. / - �` /I53 MECHANICAL PERMIT APPLICATION MASON COUNTY DEPARTMENT OF GENERAL SERVICES P. O. BOX 186 SHELTON, WASH INGTON 98584 PHONE 206 - 426-5593 DATE ISSUED G' -- PERMIT NO. Z LEGAL DESC_ : SEC. TWN. NO., RANGE WEST, W.M. PLAT DIV.— LOT OWNER � ADDRESS CONTRACTOR ADDRESS DIRECTIONS TO SITE THE OWNER OF THIS BUILDING AND THE UNDERSIGNED AGREE TO CONFORM TO ALL APPLICABLE LAWS OF MASON COUNTY AND THE STATE OF WASHINGTON. SIGNATURE OF APPLICANT NO BASIC FEE $ 10.00 1 Forced-air or gravity-type furnace or burner, including ducts and vents attached to such appliance up to and including 100,000 Btu/h 6.00 la Appliance over 100,000 Btu/h including ducts and vents attached 7.50 2 Floor furnace, including vent 6.00 3 Suspended heater, recessed wall heater or floor-mounted unit heater .00 4 Appliance vent installed and not included in an appliance permit 5 Repair or alteration of, or addition to each heating appliance, refrigeration unit, cooling unit, absorption unit, or each heating, cooling, absorption, or evaporation cooling system, including installation of controls regulated by this code 6.00 6 Boiler or compressor to and including three horsepower , or each absorption system to and including 100,000 Btu/h 6.00 6a Over three horsepower to and including 15 horsepower , or each absorption system over 100,000 Btu/h and including 500,000 Btu/h 11.00 6b Over 15 horsepower to and including 30 horsepower , or each absorption system over 500,000 Btu/h to and including 1,000,000 Btu/h 15.00 6c Over 30 horsepower to and including 50 horsepower, or for each absorption system over 1,000,000 Btu/h to and including 1,750,000 Btu/h 22.50 6d Boiler or refrigeration compressor over 50 horsepower, or each absorption system over 1,750,000 Btu/h 37.50 7 Air-handling unit to and including 10,000 cubic feet per minute, including ducts attached thereto 4.50 7a Air-handling unit over 10,000 cfm 7.50 8 Evaporative cooler other than portable type 4.50 9 Ventilation fan connected to a single duct 3.00 10 Ventilation system which is not a portion of any heating or air-conditioning system authorized by a permit 4.50 11 Hood which is served by mechanical exhaust, including the ducts for such hood 4.50 12 Domestic-type incinerator 7.50 13 Commercial or industrial-type incinerator 30,00 14 For each appliance or piece of equipment regulated by this code but not classed in other appliance categories, or for which no other fee is listed in this code 4.50 15 For each gas-piping system of one to four outlets 2.00 15a For each gas-piping system of more than four outlets per outlet �.50 TOTAL SPECIAL CONDITIONS : APPROVED BY DATE PEMIT VALIDATION CK. MO. CASH MASON COUNTY PERMIT ASSISTANCE CENTER PRESCRIPTIVE FOUNDATION REINFORCEMENT REQUIREMENTS: Single Family Residential - 4 feet and less 6" or 8" wall MINIMUM FOOTING REINFORCEMENT: (2) #4 bars, typical all cases. 1/2"x 10"anchor bolt at 48"o.c. L-----1 L-----=------------- & 12"from plate ends,with -- ------: VERTICAL WALL REINFORCEMENT: 2"x 2"x 3/16"square washers. 4 �---- Do not countersink nut&washer. #4 bars not to exceed spacing of 18" on center M II • 1 - ------ MINIMUM HORZONTAL WALL REINFORCEMENT: � :.•;r.;•_ Dimension "D" Horizontal Steel '•.c "_ Less than 24" 1 #4 bar •'' Over 24"to 36" 2 #4 bars' o �'w Over 36"to 48" 3 #4 bars' » IX 73.0 P 04• :2 ' Spacing not to exceed 18" on center, top bar placed ;.• �' ,a not more than 7" from top of wall. • • N o:, �•_ -~ FOUNDATIONS FOR STUD BEARING WALLS • - MINIMUM REQUIREMENTS2 a ;:_,,'�•, Number of A `B `C .�, ,• �; ;a• floors supported Depth to Minimum Minimum o•• .• .�; • bottom of footing footing by foundation a � •�_� �� :~f footing thickness width _ 1 12" 6" 12" e. _. • : �_...•;, 2 18" 7" 15" e. 3 24" 8", 1811 u�» 2 Based on UBC table 29-A F concrete strength 2000 psi at 28 days. Minimum grade 40 reinforcing steel. Lap all be a minimum of 1 S". Anchor bolts C12"x10') shall be placed a maximum of 48" on ny variation to the prescribed reinforcement must be approved by the Building Ofcial. The above information is a requirement for minimum steel placement in residential foundations. If you have questions call the Mason County Permit Assistance Center at (360) 427-9670 ext 355 MASON COUNTY PERMIT ASSISTANCE CENTER PRESCRIPTmE FOUNDATION REINFORCEMENT REQUIREMENTS: Single Family Residential - over 4 feet to 8 feet* 3 .I?i.4t1i+44!if ti i.1.1.1.I II u-+,µ.i i H4 11 4:1ii.l.u.H Y.1+Y.+F•-11, MINIMUM FOOTING REINFORCEMENT: 5'0" —j (2) #4 bars, typical all cases. maximum: __.. VERTICAL WALL REINFORCEMENT: 8'0"maximum: #4 bars not to exceed spacing of 18" on center. u •A • . 2"fi.kd s' MINIMUM HORZONTAL WALL •• - ;- face .; 140 REINFORCEMENT: 6" wall (5'0" max.): (4) #4 bars, spacing not to a•. -6 +: „ exceed 18" on center. e e 1 ;..a, �,P �•, .� 8 wall (8 0 max): #4 bars at 10 on center or r ,-:., '6a #5 bars at 15" on center. "" •• ' c�v Top bar placed not more than 7" from the top of � 1/2"x 10"anchor bolt at 48"o.c.& 12"from plate ends, o • •x= C with 2 x 2 x 3/16 square washers. Q .. Do not countersink nut&washer. 6,0 :r _ . ., O FOUNDATIONS FOR STUD BEARING WALLS °o - MINIMUM REQUIREMENTS2 N o r � Number of "A" "B" "C" 0 a • ' '`• ! floors supported Depth to Micrimum Minimum - -w: o = 3 bottom of footing footing • . `: by foundation footing thickness width zo 3 24" 8" 18" -C 81-0n 2 Based on UBC table 29-A Fnchor concrete strength 2000 psi at 28 days. Floor diaphragms and slab must be in place ac�ll. Minimum grade 40 reinforcing steel. Lap splices shall be a minimum of 15". olts C12"x10') shall be placed a maximum of 48" on center. Any variation to the d reinforcement must be approved by the Building Official. The above information is a requirement for minimum steel placement in residential foundations. If you have questions call the Mason County Permit Assistance Center at (360) 427-9670 ext 355 MASON COUNTY PERMIT ASSISTANCE CENTER PRESCRIPTIVE FOUNDATION REINFORCEMENT REQUIREMENTS: y Single Family Residential - over 4 feet to 8 feet* f MINIMUM FOOTING REINFORCEMENT: 5'0" (2) #4 bars, typical all cases. maximum: --- VERTICAL WALL REINFORCEMENT: 8'0"maximum: 94 bars not to exceed spacing of 18" on center. u ! 2"from inside ' MINIMUM HORZONTAL WALL 4— face v—a 'e' REINFORCEMENT: s a co ' 6" wall (5'0" max.): (4) #4 bars, spacing not to "•• :g _. ' exceed 18"on center. 8" wall (8'0" max): #4 bars at 10"on center or #5 bars at 15" on center. o'• -e'er•` .o:::t•: m /o ��s ch •" U i�� •' `' — "C„ Top bar placed not more than 7" from the top of 1/2"x 10"anchor bolt at 48"o.c.& 12"from plate ends, o •, = c with 2"x 2"x 3/16"square washers. J1 r� fn Q .. . — Do not countersink nut&washer. a.0 E FOUNDATIONS FOR STUD BEARING WALLS o .., L • ° N MINIMUM REQUIREMENTS2 ,. u " u " "Cn Number of � A B o , • :;: floors supported Depth to Minimum Minimum bottom of footing footing by foundation • footing thickness width 1 & 2 1811 7" 1575 ?� , '• 3 24" 8" 18" 2Based on UBC table 29-A Minimum concrete strength 2000 psi at 28 days. Floor diaphragms and slab must be in place prior to backfill. Minimum grade 40 reinforcing steel. Lap splices shall be a minimum of 15". Anchor bolts C12 x10') shall be placed a maximum of 48" on center. Any variation to the prescribed reinforcement must be approved by the Building Official. The above information is a requirement for minimum steel placement in residential foundations. If you have questions call the Mason County Permit Assistance Center at (360) 427-9670 ext 355 l MASON COUNTY DEPARTMENT of GENERAL SERVICES Mason County Bldg. III 426 W.Cedar P.O.Box 186 Shelton,Washington 98584 (360)427-9670 BUILDING PARKS& RECREATION FAIR/CONVENTION CENTER ADMINISTRATION LATERAL RESTRAINT PANELS (L.R.P. 2400# and 3500#) 2x4 top plate • ' I' Nail sheathing to header . • I• at 3" o.c. header •I j�' 4x post or(2) 2x studs, APA rated sheathing 3/8" r per manufacturer holdown • specifications. Nail minimum 24/0 exposure 1 l� sheathing to each post. Minimum size L.R.P. is 16" •' 8d nails at 3" o.c. or 24 , depending upon capacity i� all plates, headers and of fasteners shown below: I� � studs 16" L.R.P. requires two 3500 lb. capacity approved wood to concrete connectors 1' I (3) 2x _plates •i. I Nail sheathing to each plate 24" L.R.P. requires two 2400 lb. , capacity approved wood to ' 4. concrete connectors 1/2" diameter A.B. 7" embedment All L.R.P.'s require a continuous reinforced concrete foundation. USE FOR SINGLE STORY GARAGE RETURN WALI