Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BLD97-0252 Addition - BLD Permit / Conditions - 10/14/1997
I MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 E3, U I L_ S I N G P E Fi M I I ��` FOR INSPECTIONS CALL 427-9670 BETWEEN 5pm AND 8am 427-7262 BLD97-0252 PARCEL :4201724 #-0 PLAT : DIV : BLK : LOT : JOB ADDRESS : 6651 W SHELTON MATLOCK RD SHELTON OWNER : KIRK PETERSEN 426-3082 CONTRACTOR : LEGAL : TR 1 OF SE NM CLASS OF WORK . . :NEW BEDR : 0 BATH : 0 ,TYPE AMOUNT BY DA T E RECEIPT TYPE AMOUNT BY DATE RECEIPT TYPE OF USE . . . . :ACC STORIES . . . . . . . :0 OCCUP . GROUP . . . : F1 BLDG . HE I GHT . . : 0 .Oft PRMT $ 412.50 TW 10114197 45667 EHCP S 26.00 TIN 10114/97 45667 TYPE OF CONST . . :5N FIREPLACES . . . . : 0 P L C C $ 268.13 TW 10114197 45667 1 OCCUP . LOAD . . . . : 20 WOODSTOVES . . . . : 0 IPLM $ 23.45 TW 10114197 45667 DWELL .UNITS . . . . : 0 PARKING SPACES : 0 MCH $ 30.25 TW 10114197 45667 INSPECTION AREA : 2 SHORELINE? . . . . :N S T F E $ 4.50 TW 10114197 45667 1T0TAL: 764.83 VALULATION: 50171 ' I I SETBACKS-------------- TOILETS . . . . . . . . . . : 1 FUEL TYPES---------- BOILERS/COMP---- MOBILE HOME-- FRONT . . .S 35 .Oft BATH BASINS . . . . . . : 1 : /OIL/ / / 0-3 HP . : 0 REAR . . . . N 5 .Oft BATH TUBS . . . . . . . . : 0 3- 15 HP . : 0 MODEL : SIDE ( 1 ) .E 20 .Oft SHOWERS . . . . . . . . . . : 0 FURN < 100K BTU : 0 15-30 HP . : 0 -MAKE------ SIDE (2 ) .W 5 .Oft WATER HEATERS . . . . : 0 FURN >=100K BTU : 0 30-50 HP . : 0 SHRLINE . O .Oft CLOTHES WASHERS . . : 0 FURN - FLOOR . . . : 0 50+ HP . : 0 -YEAR------ AREA ---------------- KITCHEN SINKS . . . . : 0 HEAT PUMP . . . . . . : 0 LOT SIZE . . : FLOOR DRAINS . . . . . : 0 VENT SYSTEMS . . . : 0 EVAP COOLERS : 0 LENGTH : 0 BUILDING . . . : 1426sf DRINKING FOUNT . . . : 0 VENT FANS . . . . . . : 1 HOODS . . . . . . . : 0 WIDTH . : 0 BASEMENT . . . : Osf LAUNDRY TRAYS . . . . : 0 DOMES . INCIN :O -SERIAL#---- DECKS . . . . . . : 240sf DISHWASHERS . . . . . . : 0 AIR HANDLING UNITS-- COMML . INCIN :O GAR/CARP :? Osf GARB DISPOSALS . . . : 0 <= 10000 cfm . : 0 RELOC/REPAIR : 0 AT/DT . :7 URINALS . . . . . . . . . . : 0 > 10000 cfm . : 0 OTHER UNITS . : 0 MISC PLM FIXTURES : 0 GAS OUTLETS . : 0 PROJECT DESCRIPTION:HEATED OFFICE AND WOODWORKING ADDITION PROJECT LOCATION:SIX MILES DOWN SHELTON MATLOCK RD FROM HWY 101 OVERPASS. BUILD SITE AND EXISTING SHOP ON LEFT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. EVIDENCE OF CONTINUATION OF WORK IS A PROGRESS INSPECTION WITHIN THE 180 DAY PERIOD. FINAL INSPECTION MUST BE APPROVED BEFORE BUILDING CAN BE OCCUPIED, q OWNER OR AGENT: DATE: BLD_PRMT, rev: 03/31191 COMPLIANCE TO ATTACHED CONDITIONS IS REQUIRED MASON COUNTY Mason County Bldg, III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 PERM I T CONE) I ( i UN ' Case No . : BLD97-0252 For : KIRK PETERSEN Page : 1 1 ) The undersigned property owner is aware of the uncertainty regarding Mason County ' s development regulations created by the Growth Managment Hearings Board ' s Order of October 2 , 1996 , and in consideration of Mason County ' s willingness to proceed with processing of applications which might be affected by the Order , the undersigned property owner hereby agrees to waive any lawsuit , action , or claim for damages against Mason County which may arise out of Mason County ' s actions in acceptance , processing and/ or issuance of such permits or approvals ( hereinafter "permitting actions " ) , which damages are attributable to the County ' s decision to take permitting actions despite the risk that changes to the County 's development regulations might later make the _ count permitting actions invalid . �.t; 2 ) This application is subject to Buffer and Landscaping requirements as established under Mason County Ordinance 1 .03 .036 . 3 ) The use , handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal . 4 ) Proposed structure or any portion thereof greater than 30" in height from grade line , must maintain a minimum of 5 ' setback from all property lines , easements and 10 ' from II Count aid State Road right of ways . 5 ) All approved plans are required to be on-site for inspection 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 $32 .00 per hour (minimum 1 hour ) will be charged and must be collected by this department prior to any further inspections being performed or approval qranted . MASON COUNTY Mason County Bldg, III 426 W. Cedar RO. Box 186 Shelton, Washington 98584 6 ) PURSUANT TO 1994 UNIFORM BUILDING CODE , SECTION 305 ( C ) AND SECTION 513 , ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE 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 REINSPECTION FEE , BASED ON RATES IN TABLE 3A OF THE 1994 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS . 7 ) The correction list , along with the Energy Compliance Worksheet (when applicable ) is part of the plans and must remain attached thereto . It is the responsibility of the applicant to make corrections indicated on the plans from the correction lists . Once the plans are marked APPROVED , they may not be changed or altered without authorization from the Building Official . The permit holder is reponsible to retain the complete approved set of plans on site for the duration of the project . Failure to comply will result in failure of required building inspections . Every permit shall expire by limitation and become null and void if the building or work authorized by such permits is not commenced within 180 days from the date of issuance , or if the building or work authorized by such permits is suspended or abandoned at any time after the work is commenced for a period of 1 80 days . (' __.S'{_�? 8 ) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND UBC REQUIREMENTS . 9 ) Changes to approved building plans that effect compliance to the 1991 Washington State Energy Code , 1991 Ventilation and Indoor Air Quality Code , the Uniform Building Code and/or Mason Count Regulations must be approved by Mason County prior to construction 10 ) CONSTRUCTION PROCESS TO BE FIELD CORRE� AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE i Permit No. MASON COUNTY BUILDING PERMIT APPLICATION 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 PLEASE PRIN #1 Owner K+t,.r,, AND SJIKa,,Ly, Phone# u0) Y1& 30,jz ite Address_16&2( 5 Zp Fire District# city St %V A-s4. Zip q&S9,4/ Directions to Job Site D w.r�rz.oc ac 2�Ao o r.. /L✓ft� I c?I hlrrR__ �fkS c /3h�t.� ST� ANO �LX�ST/AJL� Owner Mailing Address w��s� Sr/ �-roN y►� Rru� 2�p City _SNC�4-7t)� St wA& Zip gssyjr Lien/Title Holder K,2f Arig — /K� s Address City St Zip #2 Contractor Name Contractor Reg# Address Expiration Date City St Zip Phone# #3 If septic is located on project site, include records. Connect to Septic? X Public Water Supply Well Connect to Sewer System? Name of System (If re dential, proof of potable water is required) yZo I 21Y © o,o #4 Parcel No. egal Description TRS i 4-2 SiLoa,r ?,-Ari 71 A v'0 7-rorz5 ram,�.r� o(a 2zz #5 Building Square Footage: (existing/proposed) 1st FI Z I a JAMj%*nd 3rd FI / Loft / Basement / Deck ?-Yo 0 1 #bedrooms / #bathrooms / Garage � - _/ (Circle:Attached or Detached?) OtherCFr���!?,O/1 ° sq.ft. T, yt-rfl-o.9►F—r> f 26 WaocS1l6f• l I_,eQQd #6 Use of building LiNN �,o rA- sT-s,AG- - R�n�Ao FF,,-c- Describe work i3",,-o fib' FLooa- — cadcac crr&- 2-6rX3%'r AND 3>mlXzo'�136" t-01TH #7 Type of Job: New Add _Alt Repair Oth S" #8 MOBILE/MANUFACTURED HOME INFORMATION U Model Year Make Model MAR 10 1997 Length Width Serial No. #Bedrooms #Bathrooms Type of Heat Purchase Price$ SERVICOF #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 I i 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 APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW ��rsfWv- BAst1-,'' rL�, r Plumbing Fixtures ($3.35 each) Fee Mechanical Fixtures ($6.75 each) r 3' No. I Toilets 3 CIRCLE FUEL TYPE: Gas, Electric, Bath Basins Heatpump, Other C i Bath Tubs No. Units Fees Showers Furn BTU Hot Water Htr Heatpumps _Laundry Washer _ Vent Systems _ Sinks Spot Vent Fans ? 3'3 _Floor Drains No. Boilers/loompressors _Laundry Basins _1_ 100,)0o ate NPR ' Dishwasher 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 16.75 _ Auto Fire Sprink Sys 35.00 TOTAL PLUMBING $ V5 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 16.75 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD 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 OFTHE 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 DEPARTMJF-�)T,. DEPARTMENT. X OWNER / -� X BY DATE DATE FOR OFFICIAL USE ONLY: Accepted by: Date: DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Planning: Alvv,�S: n v f �,.L Environmental Health: Building Plan Review S-Z- Occupancy Group:8 Type of Const: S-►J Fire Marshal: Other: Special Conditions: FEES (490 X Mfg•-s' = 23 , (o7 Building Permit L4(Z- 9310 1� ab . = 23 , �:j 9 Plan Check .Zc�g.13 ---- --�- Plumbing Fee 23, SS S, 1-/ Mechanical Fee 30 Wood/Gas/Pellet Stove Radon Monitor Violation Fee Site Inspection Building State Fee Other Other l / 7/ Building Valuation: So TOTAL FEE Mason County Building Department / P.O. Box 186 Shelton, Washington 98584 ( ) 427-9670 Ext . 364 / FAX (360) 427-7798 Plan analysis based on the 1994 Uniform Building Code Project Number: B1d97-0252 Date : May 23 , 1997 Project Name : Petersen Cabinets Address : W6651 Shelton Matlock Rd. Contractor: owner Occupancy: F1, B-F1 Designer: Jeremy Construction: V-N:V-N Engineer: na Report By: Warren Colvin NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1994 UBC. It is a guide to selected sections of the code . Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials . SECTION =#=i__________________________________________________________ SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Building 120 . 0 Feet 60 . 0 Feet EAST Property line 200 . 0 Feet 200 . 0 Feet SOUTH Property line 40 . 0 Feet 40 . 0 Feet WEST Property line 35 . 0 Feet 35 . 0 Feet Allowable area increased 75 . o for open area on 4 sides . -- Sec . 505 . 1 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS ---------------- --------------------------------------------------- 1 Office B ok 493 14000 0 . 04 ok 1 Woodworking Area F1 ok 3036 14000 0 . 22 ok TOTAL FOR FLOOR 3529 14000 0 . 25 ok BUILDING TOTAL 3529 14000 0 . 25 ok The actual height of this building is 15 . feet . The maximum height of the building is 40 . feet . -- Table 5-B Page # 2 Code review for: Project Id. : Petersen Cabinets Address : W6651 Shelton Matlock Rd. EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required F1 0 hour 0 hour None Any No B 0 hour 0 hour None Any No EAST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required F1 0 hour 0 hour None Any No B 0 hour 0 hour None Any No SOUTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required F1 0 hour 0 hour None Any No B 0 hour 0 hour None Any No WEST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required F1 0 hour 0 hour None Any No B 0 hour 0 hour None Any No None -- No fire protection requirements for openings . 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies . 500 of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec . 503 . 2 . 2 Maximum single window size is 84 sq. ft . with no dimension greater than 12 feet . -- Sec . 713 . 8 Not Allowed -- Openings are not permitted in this wall . OTHER BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 0 hr Interior nonbrg wall Any 0 hr Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr See footnote #1 Floor/Ceiling Assembly Any 0 hr Roof/Ceiling Assembly Any 0 hr Stairs Any None FOOTNOTES : 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 Page # 3 Code review for: Project Id. : Petersen Cabinets Address : W6651 Shelton Matlock Rd. SECTION # 1 EXIT REQUIREMENTS : FL NAME NUMB MIN MIN PANIC RATED DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING --------------------------------------------------------------------------- 1 Office 5 1 0 . 1 No No N/R 9 1 Woodworking Area 15 1 0 . 3 No No N/R TOTAL 20 1 0 . 3 No No N/R Door swing is based on Sec . 1004 . 2 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in feet and based on Sec . 1003 . 2 . Exit width is to be divided approximately equally among exits . Width shown for all areas is based on other exits . (0 . 2) Width shown for 1st floor is based on other exits . (0 . 2) Width shown for other floors & basements is based on stairways . (0 . 3) For the minimum width of doors, see Sec . 1004 . 6 For the minimum width of corridors, see Sec . 1005 . 2 For the minimum width of stairways, see Sec . 1006 . 2 FOOTNOTES : 9) If this entire story has an automatic sprinkler system and an automatic smoke-detection system is installed within the corridor, and actuation of any detector shall activate alarms is all areas served by the corridor, the corridor need not be rated if the occupant load is less than 100 . -- Sec . 1005 . 7 exc . 5 FLUSH AND SURFACE BOLTS : Manually operated edge or surface-mounted flush bolts and surface bolts are prohibited. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface-mounted hardware . The unlatching of any leaf shall not require more than one operation. -- Sec . 1004 . 3 LOCKS AND LATCHES : All means of egress doors shall be readily openable from the side from which egress is to be made without the use of a key or special knowledge or effort . -- Sec . 1004 . 3 Key-locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS . When unlocked, door (s) must swing without operation of any latching device . -- exc . Page # 4 Code review for: Project Id. : Petersen Cabinets Address : W6651 Shelton Matlock Rd. LANDINGS AT DOORS : 1) A floor or landing shall be provided on each side of doors . When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec . 1004 . 9 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. The minimum length in the direction of exit travel is 44 inches . -- Sec . 1004 . 10 TRAVEL DISTANCE : The maximum travel distance in this building is 150 feet . -- Sec . 1003 .4 BUILDING ACCESSIBILITY: 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117 . 1 . At least 50 percent of all entrances shall be accessible . -- Sec . 1103 . 2 . 3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress . -- Sec . 1104 . 1 . 1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails . The stairway shall either incorporate an area of refuge within an enlarged story-level landing or shall be accessed from an area of refuge . -- Sec . 1104 . 1 . 2 The area of refuge shall have direct access to the stairway that serves it . -- Sec . 1104 . 2 . 1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof . -- Sec . 1104 . 2 . 3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one- hour fire-resistance rating. Smoke barriers shall extend to the roof or floor deck above . Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes . -- Sec . 1104 . 2 . 4 6) Two-way communications are required. -- Sec . 1104 . 2 . 5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. 8) NOTE : Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge . -- Sec . 1104 . 1 . 2 exception #2 Page # 5 Code review for: Project Id. : Petersen Cabinets Address : W6651 Shelton Matlock Rd. ROOFING REQUIREMENTS : 1) The roofing on this building is required to be Class C. -- Table 15-A Cedar or redwood shake shingles and #1 shingles constructed in accordance with Section 1504 . 5, Special-purpose Roofs may be used. -- Exception 2 2) See section 1504 and ICBO research reports for requirements . AREA SEPARATION WALL REQUIREMENTS : 1) The area separation wall is required to be a 2 hr fire assembly. Openings are limited to 25 percent of the length of the wall and protected with a 1 1/2 hour assembly. -- Sec . 504 . 6 . 2 2) If the building has a projection, 1 hr. protection is required on the exterior wall each side of the area separation wall equal to the depth of the projection. -- Sec . 504 . 6 . 3 , exceptions If the projection has a concealed space at the area separation, wall, the area separation wall must extend through the projection. 3) If the area separation wall terminates at an inside corner, see the article in 'Building Standards ' Sep/Oct 1982 for requirements . 4) A 30 inch high parapet wall is required above the roofing. -- Sec . 504 . 6 .4 See exceptions for alternate protection at roof . The faces shall be momcombustible for the uppermost 18 inches including counterflashing and coping materials . -- Sec . 504 . 6 . 5 AUTOMATIC SPRINKLER SYSTEMS : If openings are not provided in each 50 feet of exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec . 904 . 2 . 2 Note : Openings shall have a minimum dimension of 30 inches . There must be at least 20 sq. ft . of opening in every 50 lineal feet of wall . An automatic sprinkler system is required in woodworking areas when the floor area greater than 2 , 500 sq. ft . -- Sec . 306 . 8 STANDPIPE REQUIREMENTS : There is no requirement for a standpipe . -- Table 9-A FOOTNOTES : VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant . -- Sec . 1202 .2 . 1 Page # 6 Code review for: Project Id. : Petersen Cabinets Address : W6651 Shelton Matlock Rd. WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec . 804 . 1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec . 804 . 2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B. C. Standard No. 8-2 -- Sec . 805 INSULATION NOTES : 1) All insulation material including facings are required to have a flame-spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec . 707 . 3 exc . 2 2) Foam plastic insulations are required to be protected. -- Sec . 2602 ADDITIONAL REQUIREMENTS : For F1 occupancy Equipment, machinery or appliances which generate finely divided combustible waste or which use finely divided combustible material shall be equipped with an approved method of collection and removal . -- Sec . 306 . 8 For B occupancy --------------------------------------------------------------------- --------------------------------------------------------------------- SECTION # 2 SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 0 . 0 Feet 0 . 0 Feet EAST Property line 0 . 0 Feet 0 . 0 Feet SOUTH Property line 0 . 0 Feet 0 . 0 Feet WEST Property line 0 . 0 Feet 0 . 0 Feet FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS ------------------------------------------------------------------- 1 Woodworking Area F1 ok 936 8000 0 . 12 ok TOTAL FOR FLOOR 936 8000 0 . 12 ok BUILDING TOTAL 936 8000 0 . 12 ok Page # 7 Code review for: Project Id. : Petersen Cabinets Address : W6651 Shelton Matlock Rd. The actual height of this building is 15 . feet . The maximum height of the building is 40 . feet . -- Table 5-B EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required F1 1 hour 1 hour Not Allowed Any No EAST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required F1 1 hour 1 hour Not Allowed Any No SOUTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required F1 1 hour 1 hour Not Allowed Any No WEST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required F1 1 hour 1 hour Not Allowed Any No None -- No fire protection requirements for openings . 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies . 500 of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec . 503 . 2 . 2 Maximum single window size is 84 sq. ft . with no dimension greater than 12 feet . -- Sec . 713 . 8 Not Allowed -- Openings are not permitted in this wall . Parapet -- If exceptions do not apply, exterior walls indicated require a parapet wall not less than 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall . The uppermost 18 inches shall have noncombustible faces including counterflashing and coping materials . -- Sec . 709 . 4 . 2 EXCEPTIONS : 1) When roof is a two-hour assembly. 2) When the roof is entirely of noncombuxtible material . 3) One-hour walls with one-hour fire-resistive roof construction per exception #5 4) Wall is not required to be fire-resistive and openings are not restricted. -- Indicated by 'No ' above . See section 709 .4 . 1 for details and additional exceptions . Parapet not required based on the building not having a floor area greater than 1000 sq. ft . on any floor. -- Sec . 709 .4 . 1 exc . #3 OTHER BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING NOTES Page # 8 Code review for: Project Id. : Petersen Cabinets Address : W6651 Shelton Matlock Rd. Interior Bearing wall Any 0 hr Interior nonbrg wall Any 0 hr Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr See footnote #1 Floor/Ceiling Assembly Any 0 hr Roof/Ceiling Assembly Any 0 hr Stairs Any None FOOTNOTES : 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 SECTION # 2 EXIT REQUIREMENTS : FL NAME NUMB MIN MIN PANIC RATED DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING - ------------ -------------------------------------------------------------- 1 Woodworking Area 5 1 0 . 1 No No N/R TOTAL 5 1 0 . 1 No No N/R Door swing is based on Sec. 1004 . 2 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in feet and based on Sec . 1003 . 2 . Exit width is to be divided approximately equally among exits . Width shown for all areas is based on other exits . (0 . 2) Width shown for 1st floor is based on other exits . (0 . 2) Width shown for other floors & basements is based on stairways . (0 . 3) For the minimum width of doors, see Sec . 1004 . 6 For the minimum width of corridors, see Sec . 1005 . 2 For the minimum width of stairways, see Sec . 1006 . 2 FOOTNOTES : FLUSH AND SURFACE BOLTS : Manually operated edge or surface-mounted flush bolts and surface bolts are prohibited. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface-mounted hardware . The unlatching of any leaf shall not require more than one operation. -- Sec . 1004 . 3 Page # 9 Code review for: Project Id. : Petersen Cabinets Address : W6651 Shelton Matlock Rd. LOCKS AND LATCHES : All means of egress doors shall be readily openable from the side from which egress is to be made without the use of a key or special knowledge or effort . -- Sec . 1004 . 3 Key-locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS . When unlocked, door (s) must swing without operation of any latching device . -- exc . LANDINGS AT DOORS : 1) A floor or landing shall be provided on each side of doors . When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec . 1004 . 9 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. The minimum length in the direction of exit travel is 44 inches . -- Sec . 1004 . 10 TRAVEL DISTANCE : The maximum travel distance in this building is 150 feet . -- Sec . 1003 .4 BUILDING ACCESSIBILITY: 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117 . 1 . At least 50 percent of all entrances shall be accessible . -- Sec . 1103 . 2 . 3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress . -- Sec . 1104 . 1 . 1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails . The stairway shall either incorporate an area of refuge within an enlarged story-level landing or shall be accessed from an area of refuge . -- Sec . 1104 . 1 . 2 The area of refuge shall have direct access to the stairway that serves it . -- Sec . 1104 . 2 . 1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof . -- Sec . 1104 . 2 . 3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one- hour fire-resistance rating. Smoke barriers shall extend to the roof or floor deck above . Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes . -- Sec . 1104 . 2 .4 Page # 10 Code review for: Project Id. : Petersen Cabinets Address : W6651 Shelton Matlock Rd. 6) Two-way communications are required. -- Sec . 1104 . 2 . 5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge . -- Sec . 1104 . 1 . 2 exception #2 ROOFING REQUIREMENTS : 1) The roofing on this building is required to be Class C. -- Table 15-A 2) See section 1504 and ICBO research reports for requirements . AREA SEPARATION WALL REQUIREMENTS : 1) The area separation wall is required to be a 2 hr fire assembly. Openings are limited to 25 percent of the length of the wall and protected with a 1 1/2 hour assembly. -- Sec . 504 . 6 . 2 2) If the building has a projection, 1 hr. protection is required on the exterior wall each side of the area separation wall equal to the depth of the projection. -- Sec . 504 . 6 . 3 , exceptions If the projection has a concealed space at the area separation, wall, the area separation wall must extend through the projection. 3) If the area separation wall terminates at an inside corner, see the article in 'Building Standards ' Sep/Oct 1982 for requirements . 4) A 30 inch high parapet wall is required above the roofing. -- Sec . 504 . 6 .4 See exceptions for alternate protection at roof . The faces shall be momcombustible for the uppermost 18 inches including counterflashing and coping materials . -- Sec . 504 . 6 . 5 AUTOMATIC SPRINKLER SYSTEMS : STANDPIPE REQUIREMENTS : There is no requirement for a standpipe . -- Table 9-A FOOTNOTES : VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant . -- Sec . 1202 . 2 . 1 Page # 11 Code review for: Project Id. : Petersen Cabinets Address : W6651 Shelton Matlock Rd. WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec . 804 . 1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec . 804 . 2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B. C. Standard No. 8-2 -- Sec . 805 INSULATION NOTES : 1) All insulation material including facings are required to have a flame-spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec . 707 . 3 exc . 2 2) Foam plastic insulations are required to be protected. -- Sec . 2602 ADDITIONAL REQUIREMENTS : For F1 occupancy Equipment, machinery or appliances which generate finely divided combustible waste or which use finely divided combustible material shall be equipped with an approved method of collection and removal . -- Sec . 306 . 8 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material . -- Sec. 2406 . 3 & 2406 . 4 Locations : 1) Glazing in ingress and egress doors except jalousies . 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors . 3) Glazing in storm doors . 4) Glazing in all unframed swinging doors . 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers . Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet . 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions : A. Exposed area of an individual pane greater than 9 square feet . I Page # 12 Code review for: Project Id. : Petersen Cabinets Address : W6651 Shelton Matlock Rd. B . Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface . Included are structural baluster panels and nonstructural in-fill panels . 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa deck area. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface . ATTIC REQUIREMENTS : 1) Provide an access to all attic areas with a clear height of 30 inches or more . The minimum size is 22 inches by 30 inches . There must be 30 inches or more clear height above the access . -- Sec . 1505 . 1 2) Provide ventilation in all attic areas . The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 500 of the required ventilating area is provided by ventilators located in the upper portion of the attic . The upper ventilators must be at least 3 feet above the eave or cornice vents . -- Sec . 1505 . 3 , Exception 1 The vent area may be 1/300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation. -- Sec . 1505 . 3 , Exception 2 i Mason County Building Department P.O. Box 186 Shelton, Washington 98584 (360) 427-9670 Ext . 364 / FAX (360) 427-7798 Plan Analysis Beam Calculator Date : May 23 , 1997 Identification: Beam span = 10 . Feet . Uniform Load The plf on the beam is 325 . L.L and 130 . D.L. Note : Based on top edge having continious lateral support . DOUG-FIR/LARCH #2 Used 1991 NDS (In-Grade) allowables Size = 1 - 4X12 Increase in allowable for duration of load = 15 BENDING = 83 . 50-. of the allowable Left Support Right Support ALLOWED = 81718 . 5 inch/lbs 2275 . lbs 2275 . lbs ACTUAL = 68250 . inch/lbs Bending OK SHEAR - No increase ALLOWED = 3298 . pounds ACTUAL = 1848 .4 pounds Shear OK DEFLECTION L/180 = . 6667 inches L/240 = . 5 inches L/360 = . 3333 inches ACTUAL Total Load Deflection = . 1541 inches = L/779 ACTUAL Live Load Deflection = . 1101 inches = L/1090 Deflection OK I i Mason County Building Department P.O. Box 186 Shelton, Washington 98584 (360) 427-9670 Ext . 364 / FAX (360) 427-7798 Plan analysis based on the 1994 Uniform Building Code Project Number: B1d97-0252 Date : May 20 , 1997 Project Name : Petersen Cabinets Address : W6651 Shelton Matlock Rd. Contractor: owner Occupancy: F1, 4W, B Designer: Jeremy Construction: V-N Engineer: na Report By: Warren Colvin NOTE : The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1994 UBC. It is a guide to selected sections of the code . Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code ( 1991 edition) with permission of the International Conference of Building Officials . # SHEET IDENTIFICATION CORRECTION REQUIRED ---------------------------------------------------------------------- ---------------------------------------------------------------------- 1 General office/workshop Provide an attic access (22X30 min) to each attic area. -- Sec . 1505 . 1 2 General office/workshop The area separation wall does not comply with 2 hr construction. -- Sec . 504 . 6 . 2 and Table 7-B. Show construction detail of walls on plans . 3 General office/workshop The area separation wall does not comply with Section 504 . 6 .4 at the roof . Show on plans termination of area seperation wall . 4 5of 8 workshop double door Openings in the area separation wall are required to be protected with 1 . 5 hr fire assemblies . - - Sec . 504 . 6 . 2 5 General office main door Provide access for the disabled to the building. -- Sec . 1103 . 2 . 3 6 General floor plans This header is inadequate to support the loading on it . Show all header sizes over openings . 1 Page # 2 Required corrections for: Project Id: Petersen Cabinets Address : W6651 Shelton Matlock Rd. # SHEET IDENTIFICATION CORRECTION REQUIRED 7 5of 8 workshop The size and spacing of studs are not show correctly. -- Sec . 2326 . 11 . 1 & Table 23-I-R-3 . Stud height shall not exceed 10 ' without engineering. 8 5of8 workshop Sec 2326 . 4 . 1, requires interior braced wall lines at 34 ' intervals . Building is 36 ' long must provide a interior braced wall line at 34 ' max or provide engineeering.Refer to sec 2323 . 11 . 3 for construction of a braced wall panel . 9 2of 8 wrkshp to existing Provide deatil on new slab to existing stemwall and its connection. 10 3of8 new to exist Provide note on plans that new rebar will be drilled and epoxy into existing foundation. 11 5 of 8 wrksho Show on plans a continous footing through rollup door opening. Ij i '. i I ; i i � I 9L 00 ?0= c MUST MEET ALL CURRENT �-- -- I WASHINGTON STATE CODE ,\ PROPOScD 3UlL~D .,lG I I-HESE PLANS MUST B5- _ ; 011 = -�� UN THE JOB SITE „ I FOR INSPECTION. i 6•_01 NORTH Nt1- - wA MHAOES 20 0 — ��V I SUBMIT CHANGES FOR APPROVAE �- -� PRIOR TC PERFORMING WORK \ 26' -1 — 20' _-.._.. . APPROVED MASON BUILDING INSPECTOR �,,'r--, i.�.00r� �O,y(7 CHANGES SUBJECT TO APPROVAL li W(-c- DATE S—Z3-77 i • ;.Im Na (cllnvlt J1=RMY a ' ---- ------------ - ----- - --- --- -- E T E RSE Y W4451 SHELTGN PAATLOCK ROAD SETONASHtT0i 488�au CONSTRUCTION T - --- - -- - TF U I ( PL or 8 loh-m 3-l6 �l7 __ ------_—__ _— — --_ - -- - ---- -- — -- PLANS MD DETAILS r`' t 4 - -- - - -- -------- �(-� EXTERIOR T WALL FOOTING AND STEM WALL " FOR BRACING 48" IN LENGTH. R-- 10 RIGID INSULT I __. -. -. -_. -- - • --- -• - -- 4-0 - __. I I -- f ••r I / Ir-- Y`•�`-- #4 REBAR CONT. Lj I z O SINGLE POUR FTG. I DETAIL. w NOT TO SCALE IL 0 J O J m = cr cn I1 N 0O O 7C- J I- EXISTING I i Z o - --� O - o GRADE -- REBAR I z CD o 1 _ 1 ' i i J 0 J mX � O Q Q I N SLAB i cn co a V) w E0 7 \ N CD 6 MIL. V.B. J (n z w z n ccn I z I Q _ O � � � tn : p U c0 U Z cn j< W _J A I ~ � w oXw � j i I - I rA It tr w a u wm 2 „ I I IQ � X � i I arf z 2 cn ccnn N I ( F-�- w REBAR TO BE CONNECTED INTO -� EXISTING STEM WALL AND FOOTIINGS I DRILLED AND EPDXIED FOR CONNECTION k - ---- -- - 36@-011- TO NEW STEM WALL AND FOOTINGS. 0— Zl THIS DRAWING ROTATED 90) rae JEREMY PETERSEN V4M SHELTON MATLOCK ROAD CONSTRUCTION SHELTON. VASHINGTON 18584 FOUNDATION 1 4"=APRX 1' COMPANY o TEL pG0) y2G�082 NORTH ADDITION or PAM PLANS AND DETAILS t � is �' jW0" A IYP;.CAL?- STE_M*V,'i"%'"L 11%1.�ICONC. SIL.ia.B Sr- E D E T A I if I A 101"6 1 Y—0" 2#-0"1 0�4 0 4" CONC. SLAB HYDRONIC SLAB RADIr.l' !T HEAT EXISTING BUILDINGDiNG 01L. BOILER. . 1 � �, :, i i � I I� �� If J 73 151"0ll 3*__0" 2-'—011 ij 2W—0" lk- �I � t iDruvli TH r:_OU!-,,J'D " TlON Pirlill ME;'Ay FE'ERSEN W4451 SHELTON MATLOCK ROAD U SO L -roN. WASHINGTON 96564 CXV -s,E, ICONSTRUCT iON +COF3 A\N y TEL (30) 424-3062-,If- SMS 7 _0_-Y PLAN_ ME) DEETAIIS oil 36�— 50-.3ft 81--gil 6t—ol 6 V 70 9E MoviPED 1*0 E'X!S'nNG SEPTIC. A ID 0 VY'S A B011 ER ROOM : i I L 2X5 PiC. VvINDON 2 EXTERIOR WALLS r OIL FIRED TYPICAL 2X6 024" O.C. 2X4 Si--IIG�E WING iEIGHT 8'UE'LING i -ARP V TE I-ROOM IINTERiOR "A'ALLS 2*X6 R A F�rf-:R 2X3 PIC VANDOW rA STEEL 16" O.C. FAN SEE Dr D !; I I i A Al i DOORS + r E- `v%/ DI T! N 10'—6" 39 Oil 2l—0" 0,AD 3X6'8" Sl,,'IGLE C) I ATTIC ACCESS: 22X30 IN 15l—6" C14 D 2'611X6#81t 1'!1_rRiOR PRE—ENGINEERED LE_X i S T!IN G BUILDit'NIG TRUSSES @ 24" 0.C. L _J 3%_62811 MIET AIL X4131 SEALII i ! .__ .,! �'� 3 PERSON OCCUP/,;-', iCY SMOKE DETECTOFO I II II 4X6 HEADERS OVER ALL OPENINGS D DiS A ABLED ACCESS TO BE 1" %/!1Ai11,,,1 DOOR. 12'—011 X-011 1 Y-0.. 2'— 2W—0" JOTAY 1PETF:R1 S E N 'W46511 SHELTON MATLOCK ROAD SOUTH F! OOR PLAN SHELTOtt VASHNNGTON, 96564 IICONSTRUCTIO!� ISCALM 1 /4&Is=1*--01' c 0 T-111 TEL (340) 424-3062 PAT& PLANS MID DE7AI15 L C/I IL; EXTERIOR BRACED INALL PANEL 16" O.C. 2X4 STUDS, SHEATIHING GLUED AND SHEAR NAILED. POSTIVE CONNECTIONS All- 'FOP AND OT-['O'M,.A Cl (4 A 1. f EXTERIOR " LS !: TYPICAL 2X6 0 241, O.C. 1-40 T TO EXCEED 10' IN HtElGH I I 0 -lV0I d),L *0*0 ,K0 ct: s-Assna A008 0AN33NIONA'36d V-: 1. T-Yplf- Eo w! -4-** HEADER 0 0 A r%T-rC ACCESS 22X30 (-3 I i 0 ) 0 A c)_ 11' HIGH CEILAGS C2 99,09 ( i i —2 HR. FIRE' WALL SEE Al DETAIL \ II �i f I 1prtaljtoe c-b AT- Y- 4X6 HEADER -St C F C-C-s /,-J 16 - 1.5 HR FIRE DOOR. < Ld F- En X JERVAY TERS=N W4451 SHELTON MATLOCK ROAD SHELTON. WASHINGTON ld584 NORTH FLOOR PLA4.1"I 'CONSTRUCTION -?COt"IPANY o-> TEL 040) 424-3002 1 L�_5. °r�_,_.._.1°"7° - _.— __ -�=` - C.• -- -__ _ ---- —-=-;-��`_ — _ -- ___ _`- -- ----- —_ —- --�-> PLANS AND DETAILS � I 12 O CORRAGATEQ STEEL ROOFING 15LB. ROOFING FELT q. SLOPE ACTUAL SLOPE NOT SHOWN. i 1/2 O.S.B. SHEATHING i 2X6 RAFTERS i POSITIVE CONNECTION VENTED BLOCKING CONT. _--- - 6" NOT 70 SCALE FACIA WITH GUTTER - - POSITIVE CONNECTIONS — MADE AT EXISTING DBL TOP PLATE R-30 BATT. INSUL. 2 PLY 5/8" FIRE CODE GYP. BOARD 2" AIRSPACE EACH LAYER SHALL BE FIRE TAPED _4' FTER SPACING CUP CONTINUOUS COVERAGE INTO ATTIC , sPA SEPRATION WALL SHALL TERMINATE i AT ROOF SHEATHING. A I •R-19 BATT. INSUL. OI j I 00 5/8 GYP. 8D. ON WALLS ALSO ON CEILING I I � I 3/4" 171-11 2X6 TREATED PLATE W/ANCHOR EXTERIOR SHEATHING BOLTS 0 6"O.C. AND 12" FROM ENDS I � � ( -#4 BAR 0 4' O.C. VERT. � II ` --4"GONG. SLAB W/ HYDRONIC RADIANT HEAT FOAM INSUL FULL FLOOR COVERAGE t 6 MIL. POLYETHYLENE VB. #4 BARS fo CONT. --- - I � I � j I II JOB No- DRAWNt JEREMYPETERSEN 4,1401 SHELTON MATLOCK ROAD WALL AND ROOF CROSS SECTION CK'D SHELTON. WASHINGTON 98581 CONSTPUCTC? *,i RAFTER DETAIL. --- --- --- BCAI.Er_1 Z'=1'—O" COMPANY 1�, OF, CO, DATE TEL.(360) 426-3082 PLANS AND DETAILS — I CORRAGATED STEEL ROOFING 15LB. FELT 12 1/2" O.S.B SHEATHING 4F 2 PLY 5/8" FIRE CODE GYP, BOARD PRE. MANU. TRUSSES. EACH LAYER SHALL BE FIRE TAPED VENTED BLOCKING -- CONTIUOUS COVERAGE INTO ATTIC FACIA W/GUTTER �— �----- SEPERATION WALL SHALL TERMINATE AT ROOF SHEATHING. ( A ' INSUL. DEFLECTOR - > R-30 INSUL. RAFTER CLIP EVERY 48' I DBL. TOP PLATE 2'—0" I a'lo T- 111 SIDING WHERE WALL EXCEEDS 10' EN _ STEM WALL TO PROJECT BALANCE OF HEIGHT. 9 R-19 INSUL. GYP. BD. WALLS AND CEILING I LATE i I _ ,GONG. SLAB GRADE _ R-10 RIGID INSUL. ---- FULL FLOOR COVERAGE WHERE NESSASARY AND OR 6 MIL. POLY. VB. i TYPICAL STEM WALL 10 0 I I I I Diem 1C®NSTRUCT110N � "x""'OL ""'7" Imm I TRUSS DETAIL ' ° 1 z'a t'-o" C®mp NY p Tom- carter, S&-am LIL i i i , : i i i � y GABLE VENT ADDITION rADDiTIOi GABLE '✓ENT 6"CEDAR FACIA ---------- - - --.-- -- - _ ._...-- -- --- - - - - - -- ! T-111 SUNG S EEL CORRAGATED ROOFING + CORRAGAM, STEEL ROOFlNG - - — — —�— --- --- ' f' _ !! EXISTING, i ' I . i F1 i � j -- -- - �- _- -- - - -- --- -- ------------ --- .-_-_- _. _ - ..T_- - i !as■o I° JEREMY T R S VG(Sl SHEI TON HAYCOCK ROAD ; --, -— ---- i - _ - -C O N S T RUCTION SHELTON. VASHINGTON 98584 IV O R Th E A S T ELEVATION !; :+ i se" 1 4" = APROX 2'_- 'COMPANY Q TEL (340) 424-3062 8 Q' VAT& - ro- 7 PLANS AND DETAILS i .g,