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Home My WebLink AboutBLD96-0143 Cancelled Storage Bldg - BLD Permit / Conditions - 1/27/1999 l �•� PERMIT TION 4 - MASON COUNTY VOID.; �, _)(PIRA Mason County Bldg. III 426 W. Cedar NU��22 `��By a P.O. Box 186 Shelton, Washington 98584 DATE Ei tJ 1 L. 0 I N Chi P E FA M! I -1 f c i; GALL. 427--9670 BETWEEN 5pm AND 8mm 427-7262 BL096-0143 PARCEL c 123201093290 PLAT : D I V : B1_K : LOT : JOB ADDRESS : NE 1080 OI D 8f LFA I R HWY BEL FA I R OWNER c JAMES PADDEN J 275-601.4 CONTRACTnR c D.N . QUICK CONSTRUCTION 9 30-0313 LEGAL c TD 29 Of F112 NE 1 Ni 12 NN EA TR 2 OF SP 11721 CLASS OF WORK . . :NEW BEDR c 0 BATH . 0 TYPE AMOUM! BY 6111F RECEIPT JTYPF ANOU07 BY RATE AfCEI►T . . . . :COM STORIES ES . . . . . . . .0 TYPE ( F USE OCCLIP . GROUP . . . ;7 BLDG . HF i GHT . . : O .Oft INC? t 26,041 TM 1$161126 42531 TYPE OF CONSI . . :1 F I REPL ACES . . . . : 0 PINT S 385.51 TN 1$111196 42531 j OGCt)P . LOAD , . . . 0 V!OODSTOVES . . . . : 0 PLCC 1 751.58 TN 08101196 42531 DWF I_L .UN I TS , . . . . 0 PARKING SPACES : 0 STFE 1 4.58 TN 08101190 42531 INSPECTION AREA : i SHOREI I NE I . . . . cN 110TAit 666.68 VALULATION: 45196 TOILETS . . . . . . . . . . : 0 FUEL. TYPES--------- --- BOILERS/COMP---- MOBILE H!)ME -- FRONT . . .W 280 .0ft BATH BASINS . . . . . . N c 0-3 HP . : 0 REAR . . . .E 6 .0ft: E.ATH TURS . . . . . . . . c 0 3-15 HP . : 0 MODEL. c SIDE ( / ) .N 10 .0ft SHOWERS — . . . .. . . . . . 0 FURN < 100K. BTU : 0 15-30 HP . : 0 SIDE (2 ) .S 15 .0ft WATER HEA.TE:RS . . . . c 0 FURN >-100K BTUs 0 30-50 HP . : 0 •SHPI INE . 0 .Oft CLOTHES WASHERS . , 1 0 €"URN - FLOOR . . . e 0 !')04- HP . : 0 ..YEAR---- AREA -- ----_- --- ---- KITCHEN SINKS . . . . _ 0 HEAT PUMP _ . . . : 0 40T SIZE . . . FLOOR DRAINS . . . : 0 VENT SYSTEMS . . . . 0 EVAP COOLERS- H L.ENGTFI : 0 BUILDING — : 2.400sf DRINKING FOUNT . . . , 0 VENT FANS . . . . . . : 0 HOODS . . . . . . . : 0 WIDTH . : 0 BASEMENT . . . c FIST LAUNDRY TkAYS . . . . . 0 DOMFS . INCIN :O - SFRIAL#-- --- DECKS . . . . .. . : Osf DISHWASHERS : . . . . , . 0 AIR HANDIING UNITS-- COMML . INCIN :O GAR/CARPI? Osf GARB DISPOSAL,S . . . 1 A <- 10000 cfm . c 0 RELOC/REPAIR : 0 AT/DT . :? URINALS . . . . . . . . . . . 0 > 10000 ofm . c 0 OTHER UNITS . c 0 MISC PLM FIXTURES : 0 GAS OUTLETS . c 0 P&OJEtiT DESCAIPTIONsST#IA6E IU1�11NG PROJECT 10CA1100:dlY 3 10 'PUFA1R TA9F lF€? (10 OLD ATLFAIR NNY i 02 NILE ON RIGNI IRIS PFINIT BECONE9 0911. AND VOID If 1011 01 COIIST110 16N AUT46111E1 IS NOT CONNENCEI NITNIN I$# BAYS Oil IF CONSIRNCTION 0f took IS 398FE10E1 F01 A PER161 OF I$# DAYS AT tlY TINE AFTER 109K 19 PONNFNCID. EVIDENCE Of CONTINUATION Of WORK 1S A. P1061FSS INSPE�IICN NITNIN THE 1S0 DAY PF1101. FINAL INSPECTION NNSI " APPROVE# BEFOIE 891161NG CAI1 It ACCIPIIA. �0N!#EA OR AGENT;'�� - #ARE: �� ._. ___ ... III_?111, 113131191 /%�jr` v! �--- COMPLIANCE TO ATTACHED CONDITIONS IS REQUIRED C0NG3:VTE MECHANICAL MOBILE HOME .. FootingSetback 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 datd by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING PLU OTHER Groundwork Attic date 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. III 426 W, Cedar P.O. Box 186 Shelton, Washington 98584 PE RM I T C4DNt7 1 T 1 C11 N ._ Case No . , SL096-0143 For a JAMES PADDEN Pagel 1 1 > Owner/bai Ider ar-:t;timt4 at I +-eaponsibi 1 ity if draii+f iold area is enouMtLo red , 12 ) Approved per dimensions and setbacks an <,iabnsi tted 91 te-pIan . 3 ) Parking should be suf f i c l ent for 3 normal parking stalls (9 feet by 20 feet ) near flew building and 1 handicap parking stalls ( 12 .a feet bV 20 feet ) near, office with sufficient maneuvArinq aisles . Handicap stalls should be of a smooth , flat surface and should be signed with the Interr,ationa ) Symbol of Access . Screening `rum adjacent res d&ntIa Pro , ti Is required . 4 ) Proposed structiire. or anV portion thereof greater than 30" in height from graae line, must . maintain a ininimuni nr 5 ' setback from all proporty lines ,, easements and right of y 5 ) OPTIONS FOR FIRE PROT .CT I ON : 1 , PROVIDE A FIFE ALARM SYSTEM THROUGHOUT THE ENTIRE BUILDING, INCLUDING THE ADDITION . - THE FIRE ALARM SYSTEM SHALL, BE INSTALLED TO MASON COUNTY STANDARDS AND MONITORED BY AN APPROVED CENTRAL. RECEIVING; STATION OR 2 . PROVIDE A FIRE HYDRANT ON THE OL6 BELFAIR HIGHWAY . AT THE ACCESS POINT TO THE PROTECTED PROPERTY . CONTACT THE BELFAIR WATER DISTRICT FOR INF6nMATiON ON EXTENDING THE WATER LINE AND INSTALLING THE FIRE HYDRANT . SEL.FAIR WATER DISTRICT, JERRY HUKILL , 275 3008 . 3 . EITHER THE FIRE At- ARM SYSTEM OR THE FIRE HYDRANT MUST RE IN PLACE AND SERVICABLr PRIOR TO OCCUPANCY OF THE ADDITION . 6) All approved plans are required to be on-site for Inspeotion purposes . 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 030 .06 per hour (minimum 1 hour ) w i 1 l be ohargeci and must he collected by this department prior to any further inspections being performed or CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date by 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 date by PU-MBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by I MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 7 ) PURSUANT TO 1991 UNIFORM BUILDING CODE SECTION 305(C ) AND SECTION 513 ALL, SITES MUST HAVE: APPROVED NU"BERS OR ADDRESSES PR6V1DED IN SUCH A POSITION AS TO St PLAINLY VISIBLE AND LEGIBLF FROM THE STREET OR ROAD FRONTING THE PROPERTY , MASON COUNTY BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A RE I NSPECT I ON FEE. BASED ON RATES IN TABLE 3A OF THE 1991 UNIFORM BUILDING CODE W i 1 1. BE ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING - I NSP CT !ONS . 8 ) The correction► list , along with the Energy Compliance Worksheot (when applicable) Is part of the plans and must remain attached thereto . It is the responsibility of the ap p I i cant t o make corrections i nd i oat ed on the pp I ans Prom the ocr re ct i ^n I i st s . Once ttte plans arcs marked APPROVED, they may not be Changod or altered without authorization from the Building Official . Fhe; permit holder is reponsible to retain the complete approved set of plans or► site for the duration of the project . Failure to comply will result In fall ►rre of required buildrnq inrpeotions . rvery permit shall expiro by limitation and become null and void if the building or work authorized by such permits is not commenced w i thin 180 days from the date of i ss►►ance, or If the bu i I a i nit or, Work authorized by such permits is suspended or '1tbandor d a y t ►e after the work Is commenced for a period of 180 days . x << M 9� ALI_(r1�44NSTH ,T 1. US r MEET OR EXCEED ALL LOCAL CODES AND UBC REQUIREMENTS . 10) The uses, handIing and stora a of hazardous materIa1s or flammable and oombustib10 liquids In excess of 10 gallons Is not allowed without the approval of the Mason County Fire marshal , 11 ) Changes to approve building plans that effect compliance to the 1991 Washington State Energy Code, 1991 Ventilation and 1 r4door Air Quail tyy Code the Ortlform Br► ! 1dIn�1 Code and/or Masson County 1iec l ions s!`l be approved by Mason County prior to constructlonX 12 ) ALL CONSTRUCTION MUST MEET OR EXCEED LOCAL CODF=S . IF ANY QUESTIONS, Pt. .ASE I 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 date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by J 1 I = MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 RPFARF 13) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS RE i ED PER MASON �COUNTY BU I VO I NG DEPARTMENT AND UNIFORM BUILDING CODE .a 14 ). fh i s Ise? m i t was not rev i ewed for any comp I i anc,e to the UPC and UMC as none wher 0 Shown on or on aplicatiun . 15`► Mr . Padden should set up a meet I nci w I th myself to go over WV i--view comments it ;ary questions . 427--9 551 m-f 8-9 am . 1 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 date by PLUMBING OTHER Groundwork Attic date b date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by 1 MASON COUNTY UILLANu . C i-MIT Permit No. bjn ( -% 01%'i,B Date Address 1= &d ✓ 4(1 Owner Job Description Foundation Footing 0>1� Foundation Wall Below Grade/Slab Insulation 0 Plumbing Inspection c Mechanical Inspection C=30 oc Frame Inspection L1J LTSGC InsulationConk c~i� Insulation Inspection F z li�h�r Wall BoardT spktion` W LTSGC Final ~ 0 oc Final Inspection Applicant Must Call I 427-7262 for Required Inspection POTS CARD IN A CONWICUOUS PLACE AT FRONT OF PREMISES. This Building NOT To Be Occupied Until Finaled II Page No. 1 CASE HZS:ORY FOR*CASE NO.: BLD96-0143 JAMES PADDEN NE1080 OLD BELFAIR HWY BELFAIR 10/21/96 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By j ------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- --- BLDA010 Application received / / / / 02/16/96 02/16/96 KW ` BLDA100 Approved For Issuance / / / / 07/30/96 DONE CPH 07/31/96 CPH BLDA500 (F) Issue building permit / / / / 08/01/96 DONE TW 08/01/96 TW BLDB009 Fire Marshal Review 03/14/96 / / 03/25/96 REQUESTED APPLICANT TO PROVIDE PLOT PLAN DONE DLS 03/25/96 DLS SHOWING LOCATION OF NEAREST FIRE HYDRANT. BLDB110 Structural Plan Review 02/29/96 / / 07/09/96 engineering on plans is out dated need DONE WLC 07/31/96 WLC to have current washington state engineering. sent file onto fire marshall to contunue proccess. wlc 3-14-96 gave reveiw comments to christine to type up. then will sign off. BLDB120 WSEC Compliance Review 07/09/96 / / 07/30/96 mailed NREC application....Mr. Padden DONE DC 07/31/96 DLC said it is going t be used for storage of pinecones,...heated. 7/30: notified that the bldg no heat! semi-heated exempt, lighting me 1200w, switching notes on plans BLDB130 Planning Review 02/16/96 / / 02/29/96 addition to existing commercial DONE AHB 02/29/96 AHB building. ahb BLDB134 RLC Checklist Review / / / / 02/29/96 N/A AHB 02/29/96 AHB BLDB135 Addressing / / / / 02/20/96 DONE GMM 02/20/96 GMM BLDB200 Environmental Health Review 02/16/96 / / 02/16/96 According to application it is a storage DONE PSD 02/16/96 PSD only building. No plumbing. see condition.psd BLDC110 Footing inspection 09/18/96 09/19/96 09/19/96 DONE LW 09/19/96 LAW BLDC125 Framing inspection 09/17/96 09/18/96 09/18/96 PART APPROVAL: PART LW 09/18/96 LAW FRAMING OF 2 HR. FIRE WALL ONLY. BLDC125 Framing inspection 10/09/96 10/10/96 10/10/96 ONLY PART OF THE NEW SECTION WAS READY FAIL LW 10/11/96 LAW FOR INSPECTION, THE EXTERIOR WALLS WHERE READY BUT NOT THE COMMIN WALL CANTILEVER. CORRECTIONS: THE A STRUTS OFF THE MAIN SUPPORT COLUMNS/TRUSSES THERE SHOWN ON THE PLANS TO BE WELDED IN PLACE NOT BOLTED, EITHER WELD THEM OR HAVE A NEW DETAIL ON SITE FROM THE ENGINEER SHOWING THE CHANGES IS APPROVED. BLDC150 Wallboard inspection 09/19/96 09/20/96 09/20/96 NO SHEETROCK INSTALLED AT ALL. FAIL LW 09/20/96 LAW BLDC150 Wallboard inspection 09/20/96 09/23/96 09/23/96 First layer of 5/8" on area seperation PART DH 09/24/96 DWH wall. BLDC150 Wallboard inspection 09/26/96 09/27/96 09/27/96 SECOND LAYER OF SHEETROCK BETWEEN THE 2 PART LW 09/30/96 LAW EXISITING SECTIONS AND THE FIRST LAYER ON THE EXISTING STRUCTURE EXTENDING 20 FT. OUT. 1 .Fagv No. 2 CASE HISTORY FOR CASE NO.: BLD96-0143 JAMES PADDEN NE1080 OLD BELFAIR HWY BELFAIR 10/21/96 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- -- BLDC150 Wallboard inspection 10/09/96 10/10/96 10/10/96 PART APPROVAL: PART LW 10/11/96 LAW OK ON EXTERIOR LAYER ON FIRE WALLS, OK ON FIRST LAYER OF 2 HR. FIRE WALL ON NEW SECTION. BLDC155 Final inspection 10/24/96 10/25/96 10/25/96 CORRECTIONS: FAIL LW 10/21/96 LAW 1. NEEDS FINAL FROM FIRE MARSHAL. 2. FINISH INSTALLING SIDING. 3. PROVIDE PHOTOS OF SHEETROCK AS PER LAST REQUEST. 4. SEAL HOLES IN EXTERIOR FIRE WALLS WHERE CABLES ENTER WALL. 5. TALK TO WARREN ABOUT HANGICAP BATHROOMS, AND EXITING NOTES ON PLAN CHECK LETTERS. 6. INSTALL ALL SIGNAGE. 7. INSTALL HANDICAP PARKING STALL. "MASON COUNTY STRUCTURAL REVIEW COMMENTS" RE: Job: BLD96-0143 Addition of 2,400 Square Ft. of Storage Job Name: Padden \ 1 1) (Per Sec. 311.1) Occupancy Classification: S Division 1 2) (Per Sec. 606.1) Type of Construction: Type V Non-Rated A). (Sec. 606.5 Roofs: Roof coverings shall be as specified in Chp. 15 Type C, Table 15-A. (Note: See #4 C of this Review) Except in retail sales and storage areas classified as Group M or S Division 1, which this is, roofs and their members other than structural frame may be unprotected non- combustible materials when every part of the roof framing, including the structural frame may be unprotected non-combustible materials. When every part of the roof framing, including the structural frame is 25' or more above the floor, balcony or gallery below. Protected structural frame is required. 3) Location on property = North: 68' plus adjoining existing buildings South: 18' East: Unknown adjoining buildings West: 5' A). (Sec. 503.2.1 General). Fire Resistance of Walls: Exterior Walls shall have fire resistance and opening protection as set forth in Table 5-A and in accordance with such additional provisions as are set forth in Clip. 6 Distances shall be measured at right angles from the property line. B). (Table 5-A). Requirements: South Wall: Must be one-hour F.R. Construction due to only 18' away from property line. West Wall: Must be one-hour F.R. Const due to only 5'. Openings shall be protected by a fire assembly of at least 3/4 H.R. Fire Rating. Note: Existing North Wall should have a 1 hour fire resistive construction wall also. Q. (Sec. 503.2.1) Projections beyond the exterior wall shall comply with Sec. 705 and shall not extend beyond: 1). A point one-third the distance to the property from an assumed vertical plane located where fire resistive protection of openings is first required due to location on property. -OR- 2). Not more than 12" inches into areas where openings are prohibited. Note: Look at the over hangs of buildings and comply with the above section. f SEE ATTACHED REQUIREMENTS FOR CONSTRUCTION OF A ONE-HOUR FIRE RESISTIVE CONSTRUCTED WALL}. D). (Sec. 503.2.2) Area of Openings: When openings in exterior walls are required to be protected (west wall) due to location from property line the sum of the area of such openings shall not exceed 50 percent of the total wall area in each story. 4) Allowable Area: Table 5-B 8,000 sq. ft. = Basic Max 0 = Increases separation on one side only non allowed --------------------------------- 8,000 sq. ft. total allowed Basic allowed by Code = 8,000 Proposed existing with new = 11,000 Note: Buildings are over the allowable area by 3,000 sq. ft. need to separate 3,000 sq. ft. of building away from rest of buildings. By area separation walls constructed to Sec. 504. A). (Sec. 504.6.1) General: Each portion of a building separated by one or more area separation wall which comply with the provisions of the subsection my be considered a separate building. The extent and location of such area separation walls shall provide a complete separation. B). (Sec. 504.6.2) Fire Resistance and Openings: Area separation walls shall not be less than a two hour fire resistive construction in Type V buildings. The total opening widths in such walls shall not exceed 25 percent o the length of the wall in each story. All openings shall be protected by a one-one half fire protection rating in two fire walls. NOTE: This means that on the north wall of new and the portion of building to the east needs to be separated from the large exiting building. (See site plan for location and for comments. Q. (Sec. 504.6.4.) Terminating of Area Separation Walls: Area separation walls shall extend vertically from the foundation to a point at least 30" inches above roof. Exceptions: #2; Two-hour area separations walls may terminate at the underside of the roof sheathing, deck or slab, provided: (2.1): When the roof ceiling framing elements are parallel to the walls, such framing and elements are parallel to the walls, such framing shall not be of less than one-hour fire resistive construction for a width on not less than 5 feet on each side of wall. (2.2): When roof-ceiling framing elements are perpendicular to wall, the entire span of such framing and supporting elements shall not be less than 1 hr. Fire Resistive Construction. (2.3): Openings in the roof shall not be located within 5 feet on each side of area separation wall. (2.4): The entire building shall be provided with not less than a Class B Roofing. D). (Sec. 505.3 Automatic Sprinklers: 8,000 as specified by Table 5-B may be tripled in one story buildings if the entire buildings are provided with approved automatic sprinkled systems. This would eliminate the need for a two-hour area separation wall requirement. NOTE: CONTACT MYSELF OR INSPECTOR PRIOR TO CONSTRUCTION TO REVIEW THESE REQUIREMENTS. 5). SPECIFIC OCCUPANCY CLASS REQUIREMENTS: A). (Sec. 311.4) Access and Exit Facilities: Exits shall comply with Chapter 10. B). (Sec. 311.5) Light, Ventilation, Sanitation: Shall comply with Chapters 12 and 29. Q. (Sec. 1202.1) Light, Ventilation, in Group S occupancies customarily occupied by human beings shall be provided with natural light by means of exterior glazed openings with an area of not less than one tenth of the total floor area, (new building) or shall be provided with artificial light. D). (Sec. 1202.2 Ventilation: All enclosed portions of Groups A,B,E,F,H,I,M and S Occupancies customarily occupied by human beings shall be provided with natural ventilation by means of openable exterior openings with an area not less than 1/20 of the total floor area or shall be provided with mechanically operated ventilation system. Such exterior openings shall open directly onto a public way or a yard or court as set forth in Section 1203.4. Such mechanically operated ventilation system shall be capable of supplying a minimum of 15 cubic feet per minute (7 L/s) of outside air per occupant in all portions of the building during such time as the building is occupied. If the velocity of the mm) above the floor directly beneath. E). (Sec. 2902.3) Groups B,F,H,M, and S Occupancies. In Groups B,F,H,M and S Occupancies, buildings or portions thereof where persons are employed shall be provided with at least one water closet. separate facilities shall be provided for each sex when the number of employees exceeds four. Such toilet facilities shall be located either in such building or conveniently in a building adjacent thereto on the same property. Such water closet rooms in connection with food establishments where food is prepared, stored or served shall have a nonabsorbent interior finish as specified in Section 807.1 shall have hand washing facilities therein or adjacent thereto, and shall be separated from food preparation or storage rooms as specified in Section 302.6. NOTE: Bathrooms must comply with ADA Requirements 6). MEANS OF EGRESS A). Occupant Load: 2,400 Div. 800 = Occupants NOTE: Occupant load per table 10-A #26 is figured on new addition only. B). (Sec. 1003.1) Number of Exits: Every building or usable portion there of shall have not less than one exit or more as required by following sections. Q. (Sec. 1003.4) Travel Distance: The maximum Travel Distance shall not exceed 150 feet or 200 feet for a fully sprinkled building. D) DOORS 1). (Sec. 1004.2) Swing & Opening Force: Exit doors shall be of the pivoted or side hinged swinging type. Exit doors shall swing in the direction of travel when servicing hazardous ahead. The door shall swing to a full opening position when subjected to 301bs. is applied to the latch side. 2). (Sec. 1004.3) Type of Lock or Latch: Exit doors shall be openable from the inside without the use of a key or special knowledge or effort. EXCEPTIONS: 1. In the Groups B,F,M and S Occupancies, key-locking hardware may be used on the main exit when the main exit consist of a single door or pair of doors if there is a readily visible, durable sign on or adjacent to the door stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. The sign shall be in letters not less than 1 inch (25mm) high on contrasting background. When unlocked the single door or both leaves of a pair of doors must be free to swing without operation of any latching device. The use of the exception may be revoked by the building official for due cause. 2. Exit doors from individual dwelling units; Group R, Division 3 congregate residences; and guest rooms of Group R Occupancies having an occupant load of 10 or less may be provided with a night latch, dead bolt or security chain, provided such devices are openable from the inside without the use of a key or tool and mounted at a height not to exceed 48 inches (1219 mm) above the finished floor. Manually operated edge-or surface-mounted flush bolts are prohibited. When exit doors are used in pairs and approved automatic lush bolts are used, the door leaf having the automatic flush bolts shall have no doorknob or surface-mounted hardware. The unlatching of any leaf shall not require more than one operation. 3). (Sec. 1004.6) Width & Height: Exit door shall not be less than 3 feet in width and 6 feet 8 inches in height. 4). (Sec. 1004.8) Special Doors: Revolving, sliding and overhead doors shall not be used as required exits. NOTE: NEED TO INSTALL A MAN DOOR. CHECK WITH "WARREN COLVIN/PLAN REVIEWER" OR INSPECTOR ON LOCATION PRIOR TO INSTALLING. 5). (Sec. 1004.9) Floor Level at Doors: Regardless of occupant load there shall be the floor or landing on each side of door. The floor or landing shall not be more than 1/2 inch lower than the threshold of the doorway. Landings shall be level except exterior landings may slope 1/4 unit vertical in 12 units horizontal 2% slope. 6). (Sec. 1012.1) Exit Illumination: 1). (Sec 1011.2) General: Exits shall be illuminated at any time the building is being occupied with light having intensity of not less than one foot candle at floor level. 7). (Sec. 708) Draft Stops: A). (Sec. 708.3.1.2) Attics: Draft stops shall be installed in attics, mansards, over hangs, false fronts, and similar concealed spaces of buildings having uses other than dwellings or hotels so that the area between draft stops does not exceed 3,000 square feet and the greatest horizontal dimension does not exceed 60 feet. B). (Sec. 708.3.1.3) Draft Stop Construction: Draft stopping materials shall not be less than 1/2" Gypsum Board, 3/8" wood structural panel, 3/8" type 2-M particle board or other approved materials adequately supported. Openings in the partitions shall be protected by self closing doors with automatic latches. 8). (Sec. 713) Fire-Resistive Assemblies for Protection of Openings: A). (Sec. 713.3) Identification of Fire Doors, Fire Windows and Fire Dampers: Fire doors, fire windows and fire dampers shall have an approved label or listing mark, indicating the fire-protection rating, which is permanently affixed at the factory where fabrication and assembly are done. Periodic inspections shall be made by an approved inspection agency during fabrication and assembly. Oversized fire doors may be installed when approved by the building official. The doors shall be labeled or be furnished with a certificate of inspection from an approved agency. B). (Sec. 708.3.1.3)Draft Stops Construction: Draft stopping materials shall not be less than 1/2" Gypsum Board, 3/8" wood structural panel, 3/8" type 2-M particle board or other approved materials adequately supported. Openings in partitions shall be protected by self closing doors with automatic latches. 9). (Sec. 713) Fire-Resistive Assemblies for Protection of Openings: A). (713.3)Identification of Fire Doors, Fire Windows and Fire Dampers: Fire doors, windows and fire dampers shall have an approved label or listing mark, indicating the fire-protection rating, which is permanently affixed at the factory where fabrication and assembly are done. Periodic inspections shall be made of an approved inspection agency during fabrication and assembly. Oversized fire doors may be installed when approved by the building official. The doors shall be labeled or be furnished with a certificate of inspection from an approved agency. B). (713.4) Installation of Fire Doors, Hardware and Frames, and Fire Dampers. Approved fire door hardware and fire frames including the anchorage thereof shall be installed in accordance with their listing. Fire dampers shall be fabricated and installed in an approved manner. Q. (713.5) Fire-resistive Tests. The fire-protection rating of all types of required fire assemblies shall be determined in accordance with the requirements specified in U.B.C. Standards 7-2, 7-3 and 7-4. The fire-protection rating of fire dampers shall be determined in accordance with the requirements specified within approved recognized standards. D). (713.6.1) Closing Devices: Every fire assembly shall be provided with a closing device as follows: 1 . Fire assemblies required to have a three-hour fire-protection rating shall be automatic-closing fire assemblies. Automatic-closing fire assemblies to be activated by an increase in temperature shall have one heat-actuating device installed on each side of the wall at the top of the opening and one on each side of the wall at the ceiling height where the ceiling is more than 3 feet (914mm) above the top of the opening. 2). Fire assemblies required to have a one-half-hour, one-hour or three-fourths-hour fire- protection rating shall be either automatic-self-closing fire assemblies. Automatic-closing fire assemblies to be activated by an increase in temperature shall have heat-actuating devices located as required in Item 1 or by a single fusible like in the opening incorporated in the closing device. 3). Fire door assemblies required to have fire-protection rating, which are installed across a corridor, shall be automatic-closing fire assemblies. Such fire aSSemblies shall be activated by a smoke detector. All hold-open devices shall be listed for the purpose and shall release or close the door in the event of a power failure at the device. 4). Fire assemblies required by provisions of Chapter 10 shall have closing devices as specified in Chapter 10. 5). Doors which are a part of an automobile ramp enclosure shall be equipped with automatic closing devices. Fire doors which are automatic closing detection shall not have a closing or re-closing delay of more than 10 seconds. E). (Sec. 713.6.2)Hinges: Swinging fire doors shall not less than two hinges, and when such door exceeds 60 inches (1524 mm) in height, an additional hinge shall be installed for each additional 30 inches (762 mm) of height or fraction thereof. Hinges, except for spring hinges, shall be of the ball-bearing or anti-friction type. When spring hinges are used for door-closing purposes, not less than one half of the hinges shall be spring hinges. F). (Sec. 713.6.3) Latch: Unless otherwise specifically permitted, all single doors and both leaves of pairs of side-hinged swinging doors shall be provided with an automatic latch which will secure the door when it is closed. G). (Sec. 713.7) Glazed Openings in Fire Doors: Glazed openings in fire doors shall not be permitted in a fire assembly required to have a three-hour fire-resistive rating. The area of glazed openings in a fire door required to have one-and one-half-hour or one- hour fire-resistive rating shall be limited to 100 square inches (64 500 mm2) with a minimum dimension of 4 inches (102mm). When both leaves of a pair of doors have observations panels, the total area of the glazed openings shall not exceed 100 square inches (64 500 mm2) for each leaf. f !A ~♦ , shall be limited to 1,296 square inches (0.84m2) in wood and plastic- Glazed Openingsors, per r light, when fire-resistive assemblies are faced composite athree-fourth or hollow s-hou� fire-resistive rating. required to havehour fire required to have three-fourths- H). (713.8) Fire Window Size: Fire windows ris tenor walls shall have an area for protection rating for protection of opening 12 feet (3658 mm) greater than 84 square feet (7.8m2) with neither exceeding in interior walls shall be limited in area and size to that tested. protection of openings 713.9 Glazing: Glazing materials and glass block assemblieso SCa ll be Standard 7i4 by I). ( ) for tests in accordance with U.B.C. Standard 7-2 (for fire doors) fire windows) as appropriate for the use, and they shall be labeled for the required TITe- protection rating and installed in accordance with their listing. Glazing in fire door assemblies and in fire window assemblies subject to human impact illhazard0us locdtft as indicated in Section 2406.4 shall comply with Section 2406.3. J). (713.10) Smoke Dampers. Not less than II, 250 deg.F (121.C) smoke dampers complying with approved recognized standards (see Chapter 25, Part 1111)shall be installed and be accessible for inspection and servicing in the following ducted or unducted air openings at: 1. Penetrations of area or occupancy separation walls. 2. Penetrations of the fire-resistive construction of horizontal exit walls or corridors serving as required exits. EXCEPTION: Openings for steel ducts penetrating the required-fire-resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0.019 (0.48mm)thickness (No. 26 galvanized sheet steel gage) and have no openings serving the corridor. 3. Penetrations of shaft enclosures. EXCEPTION: Exhaust-only openings serving continuously operating fans and protected using the provisions of Chapter 9. 4. Penetrations of smoke barriers. 5. Penetrations of elevator lobbies required by Section 3002. 6. Penetrations of areas of refuge. EXCEPTION: Ventilation systems specifically designed and protected to supply outside air to these areas during an emergency. A smoke damper need not be provided when it can be demonstrated that the smoke damper is not essential to limit the passage of smoke under passive conditions and the proper function of a smoke-control system complying with Chapter 9 does not depend on the operation of the damper. Smoke dampers may be omitted at openings which must be maintained open for proper operation of a mechanical control system provided that adequate protection against smoke migration, in the event of system failure has been provided. K). (Sec. 713.11) Fire Dampers: Fire dampers complying with the requirements of approved recognized standards (see Chapter 35 Part III) shall be installed and be accessible for inspection and servicing in the following ducted and unducted air openings at: 1). Penetrations through area separation walls or occupancy separations. 2). Penetrations of the fire-resistive construction of horizontal exit walls or corridors serving as required exits. EXCEPTION: Openings for steel ducts penetrating the required fire-resistive construction of corridors are not required to have fire dampers when such ducts are of not less than 0.019-inch (0.48mm) thickness (No. 26 galvanized sheet steel gage) and have no openings serving the corridor. 3). Penetrations of shaft enclosures. EXCEPTION: 1. Duct penetrations by steel exhaust air subduct extending vertically upward at least 22 inches (559 mm) above the top of the opening in a vented shaft where the airflow is upward. 2. Penetrations of a fire-resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 4). Penetrations of the ceiling of fire-resistive floor-ceiling or roof-ceiling assemblies shall be protected in accordance with Section 710.2. 5). Penetrations of a atrium enclosure element. 6). Penetrations of the building exterior required to have protected openings by Sec. 503. 7). Penetrations of areas of refuge. EXCEPTION: Ventilation systems specifically designed and protected to supply outside air to these areas during an emergency. A fire damper is not required where fire tests have demonstrated that fire dampers are not required to maintain the fire resistance of the construction. r The operating temperature of the fire-damper actuating device shall be approximately 50 deg. F. (10 deg. C) above the normal temperature within the duct system, but less than 160 deg. F. (71 deg Q. The operating temperature of the actuating device may be increased to not more than 286 deg. F. (141 deg. Q. when located in a smoke-control system complying with Chapter 9. (Sec. 713.12) Installation: Fire assemblies shall be installed in accordance with their listing. Only fire dampers labeled for use in dynamic systems shall be installed in heating, ventilation and air-conditioning systems intended to operate with fans on during a fire. (Sec. 713.13) Signs: When required by the building official, a sign shall be displayed permanently near or on each required fire door in letters not less than 1 inch (25 mm) a read o high t a s follows: o FIRE DOOR DO NOT OBSTRUCT (Sec. 714) Through Penetration Fire Stops: Through-penetration fire stops required by this code shall have an F or T rating as determined by tests conducted in accordance with U.B.C. Standard 7-5. Through-penetration fire stops may be used for membrane penetrations. The F rating shall apply to all through penetrations and shall not be less than the required fire resistance rating of the assembly penetrated. The T rating shall apply to those through-penetration locations required to have T ratings as specified in Sections 709.6 and 710.3 and shall not be less than the required fire- resistance rating of the assembly penetrated. ATTN: SINCE THIS PERMIT SHOWED(NO)DETAIL ON PLUMBING OR MECHANICAL APPLIANCES IT WAS NOT APPROVED FOR SUCH. Permit No. MASON COUNTY KE�EivE� BUILDING PERMIT APPLICATION U AB 1 5 1996 426 W. Cedar/P.O. Box 186, Shelton,WA 98584 427-9670/1-800-562-5628 PLEASE RINT 'rNLIri z--tK"' f=G( #1 O er O'Y� Phone#• �'� 0 10 \Nite Addres I Q W Q E-So)R Fire District# C ity I 1 0 St Zip Directions to Job Site �l l Owner Mailing Address R-o 46 o City St Zip Lien/Title Holder west Address city P St Zip #2 Contractor Name Contractor Reg# 7 Addressq-G 2 Lone Olcct— NLO Expiration Date / 0 City CQ��c _ St l�_ZipG �� Phone# 0- #3 If septic is located on project site, include records. Connect to Septic?V PS Public Water Supply Well Connect to Sewer System? Name of System (If residential, proof of potable water is required) #4C I No. I a - �G ��c1 U 1Z3� - 10 -� 32w egal Description L 4 W k\I 7-V_z C)V-- SP )-7 ao #5 Building Square Footage: (existing/amwlcad) 1 st FI ;2S VPV/ 2nd FI / 3rd FI / Loft / Basement / Deck / #bedrooms / #bathrooms / Garage / Carport / (Circle:Attached or Detached?) Other sq.ft. / #6 Use of building C G Describe work �.b 5" - axed #7 Type of Job: New Add ✓ Alt Repair Other #8 MOBILE/MANUFACTURED HOME INFORM TION Model Year Make Model Length Widt Serial No. # Bedrooms # Bathrooms Type of Heat Purch rice$ #9 Indicate by circling the applicable source if any water is on or adjacent to subject property: River Pond Creek Stream Wetland Lake Marsh Saltwater Seasonal Runoff Other AIZ+ Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan ` Topography Septic Systems Wells Proposed Improvements Easements Name of Flanking Street � Indicate Directional by (N, S, E, W) Name of Fronting Street in relation to plot plan APPLICANT TO DRAW SITE PLAN BELOW If APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW I �6 Plumbing Fixtures ($3 each) Fee Mechanical Fixtures ($6 each No. Toilets CIRCLE FUEL TYPE: Gas, Electric Bath Basins Heatpump, Other • —Bath Tubs No. Units Fees Showers Furn BTUs —Hot Water Htr Heatpumps _Laundry Washer _ — Vent Systems _Sinks Spot Vent Fans Floor Drains No. Boilers/Compressors _Laundry Basins rs HP Dishwasher f No. Air Handling Units _Disposal cfm# Urinals No Fire Protection Systems Other _ Auto. Fire Alarm Sys 50�00 Fixed Fire Supp. Sys 50.00 Permit Basic Fee 15.00 _ Auto Fire Sprink Sys 25.00 TOTAL PLUMBING $ No. Other Gas Outlets Wood, Gas, Pellet Stove NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COM- MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 15.00 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD TOTAL MECHANICAL $ OF 180 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OF THE ORDINANCE REQUIREMENTS REGU- ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING THE BUILDING DEPARTMENT. DEPARTMENT. X OWNE / X BY .0 ►J -�� DATE / / DATE -- - - - - - - - - FOR OFFICIAL USE ONLY: Accepted by: v � � --�'" Date: 2=4 �5 TAL IEW OR O USE ONL Approved Cond. Hold Approval Planning: AM- � C Environmental Health: Building Plan Review (� Occupancy Group:Sr.2-- Type of Const: S� Fire Marshal: Other: Special Conditions: Ay Cad x �9 SY — y�, 8 FEES Building Permit Plan Check ®, $ Plumbing Fee Mechanical Fee Wood/Gas/Pellet Stove Radon Monitor Violation Fee Site Inspection Building State Fee ,30 Other Other Building Valuation: ��r 8�1� TOTAL FEE � _ _-,-,� �� i ..._-_� i �'Z' i i � , �r , �