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Home My WebLink AboutCOM2023-00104 MFG Office - COM Inspections - 11/15/2024 615 W.Alder St.Bldg 8,SHELTON,WA 98584 � MASON COUNTY SHELTON:360-427-9670,EXT 352 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 352 Building,Planning,Environmontal Haielth.Community Health ELMA:360-482-5269,EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY"` To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspection.php Permit Number COM2023-00104 Date Issued 01/09/2024 Issued By �1 Project MODULAR OFFICE P 11.�/ Site Address 1060 W EELLS HILL RD Applicant THE RIDGE MOTOR SPORTS GROUP LLC Contractor Contractor Phone Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type MANUFACTURED MODULAR Occupancy STRUCTURE COMMERCIAL -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION,FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. **THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.— PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Building Official: Community Services Designee Department Concrete Setbacks Slab Footing Perimeter Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building Manufactured Setbacks Setup f Home Z� Concrete Foo /Runners Final ((— S'-Z Other 2 1—(t-2- J -rx— / wattYc� ((0"ticr"� lwzJUG_�(nvA. Mason County Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov FPROJECT 3-00104 MANUFACTURED MODULAR STRUCTURE COMMERCIAL ESCRIPTION: MODULAR OFFICE ISSUED: 01/09/2024 ESS: 1060 W EELLS HILL RD SHE EXPIRES: 07/07/2024 PARCEL: 420042400000 APPLICANT: THE RIDGE MOTOR SPORTS GROUP LLC OWNER: THE RIDGE MOTOR SPORTS GROUP LLC C/O ARMOUR VICKERMAN C/O ARMOUR VICKERMAN SHELTON, WA 98584 SHELTON,WA 98584 360.427.7223 CONTACT: SCHMITT,TRACIE PO BOX 2467 SHELTON,WA 98584 1.360.427.7273 FEES: Paid Due Modular/Manufactured Home $360.00 $0.00 Fee-2nd half collected at ready to issue Planning Commercial Review $380.00 $0.00 Fee State Fee-Commercial $25.00 $0.00 Modular/Manufactured Home $360.00 $0.00 Fee- 1 st half collected at submittal Building Plan Review/Change of $130.00 $0.00 Use-Onsite Sewage Technology Surcharge $14.40 $0.00 Totals : $1,269.40 $0.00 REQUIRED INSPECTIONS Setback Inspection Connection has been verified by Health or Utilities Footing Inspection BLD-Final Inspection Printed by:Genie Mcfarland on:01/09/2024 12:01 PM Page 1 of 5 Mason County Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2023-00104 Set-Up Inspection CONDITIONS * Concrete used for basement walls,foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. * By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your "Approved Site Plan"to ensure these structures meet the setback conditions listed. * The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. * A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. * When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by the Mason County Department of Public Works. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. For more information contact Public Works, at(360)427-9670, ext. 450 or 100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the access permit from Public Works has been finaled and approved. * All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. * The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. * This permit is for the placement and installation of the manufactured home only and does not imply approval or review for any other items indicated on the plot plan. Printed by:Genie Mcfadand on:01/09/2024 12:01 PM Page 2 of 5 Mason County io Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2023-00104 * REQUIRED INSPECTIONS (Footing Inspection-prior to pour(set-up manual must be on-site), Set-up Inspection-prior to skirting, Final Inspection-prior to occupancy). I hereby assume all responsibility for the scheduling of my required inspections. If the required inspections are not requested, inspected and signed off(approved) by the inspector in the prescribed order, I understand that reinspection fees and an hourly investigation fee pursuant to the current fees adopted by the Mason County Building Dept., and will be assessed in addition to my original permit fees to resolve any questionable practices or problems that have been discovered. Until resolution of any/all problems no occupancy (Final Inspection)will be granted for the residence. OWN E R/CONTRACTOR(ind icate which) * All property lines shall be clearly identified at the time of foundation inspection. * All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. * CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. * Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance contact the Mason County Public Works Department prior to construction at Ext 450 * The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. * Mason County has four areas with ground snow loads between 25#-55#. The owner/agent of this permit acknowledges that if the unit permitted under this permit does not meet the area snow load rating, there is a potential for failure due to weight accumulation beyond that of the design criteria for the unit. If you are uncertain please contact Department of Community Services for snow load or vist our website at www.co.mason.wa.us. Printed by:Genie Mcfarland on:01/09/2024 12:01 PM Page 3 of 5 A Mason County mp Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2023-00104 * OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. * The installation permit shall be displayed.in clear view of the site access road. The approved site plan and other applicable instructions, including installation instructions, shall be available in this location OR placed in the location specified by WAC 296-150M. Support configuration shall be clearly marked in the installation instructions. * All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. * When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and approved by the Washington State Department of Transportation. For more information contact Washington State Department of Transportation, at (206)357-2620, ext. 630. * Any retailer, manufacturer or contractor who installs a manufactured home warrants that the manufactured home is installed in accordance with the State Installation code, chapter 296-150M WAC. All installers hired to do installation work shall be certified manufactured home installers and shall be present to supervise the installation of all on-site work. An Installer Tag shall be posted on site giving the certification number and signature of the certified installer responsible for each major part of the installation. RCW43-63B.090 An approved Installer cerification tag shall be placed on the end of the manufactured home directly above or below the HUD certification tag or temporarily located in plain site within three feet of the home's front entry. There shall be one certification tag for each certified installer accounting for the work that each installer performed or installed. Certification number and signature of the certified installer responsible for each major part of the installation. WAC365-210 * If you are installing a manufacturing home and no longer have the installation manual for the home, you must use the instructions of the American National Standards Institute (NCSBCS/ANSI A225.1). * Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. * Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/Reserve requires a 1 Oft setback from all footing/foundations. B.)Septic tank(s) requires 5ft setback from all footing/foundations. C.) No foundation/Perimeter Drains within 30ft, down gradient of Drainfield/Reserve area. D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/Reserve area. * Future development may require the Special Use Permit to be updated. Printed by:Genie McfaHand on:01/09/2024 12:01 PM Page 4 of 5 Mason County � Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2023-00104 I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: 1 Contractor or Authorized Agent: \ Date: Printed by:Genie Mcfarland on:01/09/2024 12:01 PM Page 5 of 5 w W 1/2'0x 5'LCNG W/J'EMBETIIJENT O d INTO PRECAST PAD TYP 2 PLACES 0 x 4 1/2'LONG BOLTS E 1/2-P WASHERS 0 32- AND 6"FROM EACH END 1/2'0 x 4 1/2"LONG BOLTS 79 62)A BARS FACH DIIi�CTION PT POST W/A35 OR W/1 1/2-0 WASHERS O44N11B• 011 BARS TO BE 1 CLEM 2532f BF1.1!.P:PA"S32'O.C.AND 6"FflOM EACHBOR BN *TNA p16" BARS TO BE ASTM A-65,ORADE 60 11 mIL'f 4PT WOOD SHUCK NECESSARY2 OR 3/F1 UPLIFT ANCHOR-4A/F1 UPLIFT ANCHOR-4A/FI zx24'LONG PTHF/2 WOOD z Bx 16 CMU BLOCKSW/2X12X12 PT OVER: ? PRECAST 16'SO.x4' ERED ON 4x6 POST AND O RENF-CITNC.PLO,EO TO 2x12 ALT: 2x12x24'LONG PT HF/2 WOOD PAD z? 4/F1 4/FI �1 PRECAST PAD DETAIL M/L SUPPORT,STANDARD 6q M/L SUPPORT,OPTIONAL 2/Ft 1 swe:1/2-r-o• Scale:VZ•r-o• 1 so1e:1/z•1•-0" ACCESS PER NOTE}'8 4- 1/2.0 BOLTS THIRD BOTTOM PUTS +Li (2 PLACES O EA PAD.1/Fl) -BLOCKING B OCKING fig)5PACF5 BG'=q4'-0`4a4 POST AT PADS - �2 4x8 H.F.!2 IIDSPAN5 pPORTPEWDSPAN SUPPORTEEAN 16%16'REINFORCED CONCRETE 1ACKSTAN1 JAOCSTAND pAp TIP„1/FI + J 16,SO.x I'POLY z PRECAST 16"SO.x4' BOTTOM PLATE =z H SFI-3 PADS PAD,ALT. 2x12x24' RENF.CONC.PAD, / CORNER PAD MEW B-B T•+n LONG PT HFj2 WOOD g 2X4 PT TOP&BOTTOM PLATE PAD CO PP D,1 AT PALS N L LJ LJ LJ L L LJ LJ 2x4 H.F.PT STUDS 0 16'O.C. e 2X3 BLOCKINGW/l/2"NOMINAL PT SKIRTING. 2x8 PT BLOCKING NAIL TO RUNNERS Y7/8d 0 6/12 4X8 H.F,/2 MIDSPANSUPPORT BEAM 4xB PT NF./2 YOSPAN 4X4 HFt2 POST BAY YI/91WS r• 2/FI X ATTACH 2X4 PT PULE W/BOLTS W/A35 OR SDS25300 •x OQ( 3< 1 TO BEAM&PADS PRECAST 16'S0.x4' PN011UED IN PAD, /F 2xl2x24 LONG P.T.HF 2ix pE 6'AIDE GALV. MAX.MESH ? Y m< REINF.CONC.PAT), B�rl„�7-f IR FROM SKIRT14G TO RUNNIER W/ WOOD PAD W/2x4 OVER -,O ALT:2.12x24'LONG GALV.STAPLES IfcB CENTERED ON 4x4 POST �- AND NAILED TO 202 PT HF12 WOOD PAD 2X4 P.T.RUNNER W/ 12Dd STAKE m END 1 EXTERIOR WALL DETAIL ID-SPAN SUPPORT,STANDARD 7 MID-SPAN SUPPORT,OPTIONAL xale:1/2-r-Ir Scala:1/2•r-o• scale:l/z-r-o• 4 UPLIFT ANCHO VENTING PER NOTE�'7 2/F1 IL I L BLOCK 2'NAL PRGCIA ,C 7/16-SKIRTING 4'/12'W/WATERPROOFING TO 6'IFLA SUSE�ABOVE GRADE IrU WATERPROOFING ORUV S -� 4a WATERPROOFING PR UPLIFT ANCHOR-0/ FI PT ZX40W O.C.W1 U24 EACH END FOUNDATION PLAN A-A FLOOR JOIST,TOE-NA8E0 TO PT 2X4 W/(20D AT EACH JOIST BEAM A NOTSSARY 8 H.F.12 WDSPAN BEAM PT 2X4 RONNER NAKED TO PULE USED' PT 2x4x12'LONG POST BEARING W/16D O 8'O.0 DREW CARLSON F 1 Scale: L/4"=1'-0" A S E �/ xPAD POST W/(2))MAILED4'DEEP BLOCK. d.0 BEAM&PT 1/Ft PER PLAN ' J PT 4x4 HF12 POST W/A35 OR m 0. Approved for Issuance CO 2 2D52x244DLTONG PT HF/Z WOOD PAD NOTES: FOOTINGS SHALL BE L- 4' ATTACH BOTTOM PLATE TOP/1D W/2X4 OVER CENTERED ONPT4x4 1.USE THISDETAILW HERE REQUIRED TO MEET GRADE. STRUCTURAL NOTES:OFFICE W/1/2-0 EPDXY BOLT MIN.1 POST AND NAILED TO PT 2x12 OR 2.MAX.SUBGRADETO GRADE HEIGHT IS 36". " MIN. BELOW EMBEDMENT 18x16x4 CONC.PAD W/(2)lOd GALV ]. GENERAL PRIOR TO INSTAL A7i0K): 1.1.—MODULAR BUILDING MAY VARY BY MANUFACTURER.VERIFY DIMENSIONS AND OTHE0. 6.6.1. SOILCLA551(ROCKj:36-XDH GRADE s OPTIONAL CORNER DETAIL B MID-SPAN BEAM SPLICE 9 BACKFILLED WALL DETAIL CHARACTERISTICS PRIOR TO BEGIN OF FOUNDATION INSTALLATION.MINOR VARIATIONS 6.6.2. SOILCLASS2(ASPHALT W/GRAVEL BASE OR GRANULAR STRUCTURAL FILL):(1) Scale:1/2•=lb' Sole:212.1'4r OF DIMENSION DO NOT CHANGE THE FOUNDATION DESIGN AND INSTALLATION G W 2NU Oft(2)36-XDII. solo:3/2=i'-o' REQUIREMENTS. 1.2. MODULAR BUILDING DESIGN CRITERIA ARE ESTABLISHED FOR GENERAL WORSTCASEIN 6.6.3. SOILCUSS3(LOOSE SANDSBGRAVELS,STIFF SILT58 CLAYS):92-0430-DH;r OR OZS URGE REGIONS.THESE FOUNDATION PUNS ARE DESIGNED FOR SMALLER MORE GW2NUAUGER-ANCHOR SET VERTICALW/6"STABILIZER HEAD OR(2)48-XDH SOL ANCHOR PER FOUNDATION i SPECIFIC DESIGN AREAS AND MAY NOT MATCH THE BUILDING DESIGNCRITERIA.MATCH DRIVEN ANCHORS,EA W/SD2A STABILIZER PLATE. PUN AND STRUCTURAL NOTES i THE FOUNDATION TO THE SPECIFIC SITE DESIGN CRITERIA.BUILDING DESIGN ISTO 6.6.4. SOILCLASS4(LOOSESANDS,FIRMCLAYS AND SILTS,ALLUVIAL FILLS):93-4636-DHy FLOOR ME RIM JOISTS FLOOR STRUCTURE MATCH OR EXCEED FOUNDATION DESIGN CRITERIA. AUGER ANCHOR SET VERTICAL W/6"STABILIZER HEAD. ROOF COLUMN 1.3. NO GEOTECHNICAL REPORT WAS FURNISHED FOR USE IN DESIGNING THIS FOUNDATION. 6.5. UPLIFT ANCHORS SHALL BEAN AUGER ANCHOR AT EACH LOCATION ILLUSTRATED ON WOOD SHIM AS NECESSARY PT WOOD SHIM AS NECESSARY OWNER IS RESPONSIBLE FOR PROVIDING STABLE SOIL I S L A/F1A5 DETERMINED BY THE TYPE OF SUBGRADE PER THE MANUFACTURERS PUN PT4X4�HF� 4x 16 DIU BLOCKS BUILDING PRIORTOFOUNDATIONINSTALLATION. INSTALLATION MANUAL.OWNER ISRESPONSIBLETO DETERMINE SUBGRADE SOILCUSS MARTI SETBACK/COMPACTION 1.4. DIMENSIONS ARE TO FACE OF FRAMING MEMBERS. ('� PRIOR TO INSTALLATION.: PFRTHE , 2. OESK;NINFORMATION ALOADING: 1SQFT/3O0 7. VENTING:lN`TAlAll INSPECTION REQUIRED 2.1. IBC-2018,ASCE 7-16 22. RISK CATEGORY II 7.1. TRSTALL A CLASS I VAPOR RETARDER OVER THE CRAWLSPACE AREA TO EXI ERIOR Of I STRAP PER ANCHOR MANUF. 2-2- ftOOFUVELOAD 25PSf,SNOW BUILDING. PRIOR TO PLACING THE z 2.. FLOOR LIVE LOAD 50 PSF OR 2,OlXlR CONC. �*7.2. PROVIDE CRAWL SPACE VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT I NET ( 2.5. WIND CRITERION 120 MPH,EXP C,Kat=1.0 SF OF VENTILATION PER 4590•9FOF FLOOR AREA STRUCTURE Z ,>! psY z _ 6" 3 B. ACCESS: •6 am 2.6. SEISMIC CRITERION Sds=0.800,le=1.0,CATEGORY C ,� 2.7. SOIL BEARING 1,500 PST,SITE CL455D 8.1.�RDVIDE IB'x24•MINIMUM ACCESS TO THE UNDER FLOOR AREA PE0.THE IOC CODE. w L7 a .-{I._ 3. CONCRETE: 8.2. PROVIDE 12'MIN.CLEARANCE FROM SUBGRADE TO UNDERSIDE OF ALL BUILDING Z l7 pg� 3.1.DESIGN COMP.STRENG7H 2,500 PSI STRUCTURE. g e (:• 3.2. REINFORCING BAR WELD 60 KSI 8.2. PROVIDE 18"MIN.CLEARANCE FROM SUBGRADE TO UNDERSIDE OF ALL UNPROTECTED w SOIL ANCHOR PER FOUNDATION I (3)2x/2x72"LONG PT PRECAST 16'SWME x 4'DEEP m PLAN AND STRUCTURAL NOTES HF,f2 WOOD PADS PAD,5 2,PER F1 4. MASONRY: WOOD MEMBERS OF BUILDING STRUCTURE. 4.1.�.arM UNITS ASTM C-90,GRADE N 9. SITE CONDRIONS: 0 LATERAL ANCHOR DETAIL /L POST SUPPORT,STANDARD (W)M/L POST SUPPORT.OPTIONAL 4.2. SET UNITSW/CORES VERTICAL&No MORE THAN 3 HIGH,PER PLAN 9.1.--TUORDATTCYN SUBGRADE TOBE4-INCHES OF ROAD-MIX GRAVEL STRUCTURAL FILL OVER a IR 5. WOOD: UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL, m y § 1/z=S•41• Sea*:1/2.1'-0• scale:In 1'.W 5.L--M WOOD MEMBERS OF THE FOUNDATION SYSTEM SHALL BE SPF-STD OR BETTER, 9.2. STRUCTURAL FILLTO BE COMPACTED TO 95%OF THE STANDARD PROCTOR DENSITY PER 3 �! UNLESS NOTED OTHERWISE. ASTM D-698. S.Z. ALL WOOD IN CONTACT OR WITHIN 8-INCHES WITH SOIL SHALL BE PRESERVATIVE 9.3. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT MIN.GRADE OF TREATED. 2%. 2 5.3. CONNECTORS USED IN PRESERVATIVE TREATED WOOD MEMBERS SHALL DE STAINLESS 10. SPECIAL STRUCTURAL INSPECT FOR BBC CHAFFER I7): U O STEEL OR HOT-DIPPED GALVANIZED TO THE GALVANIZING WEIGHT AS SPECIFIED IN IN 10.1. ED QN 7 PLAN ASTM A 1S3. -zQ Z 5.4. SKIRTING IS NOT INTENDED TO BE A'SHEAR WALL',RATHER A SKIN FOR ENCLOSURE OF O b O a S.S.TTFLOOR S'1RUCTURE THECRAWLSPACE W z O z _ PROVIDE 18"MIN.CLEARANCE FROM SOILTO UNDERSIDE OFANY UNTREATED WOOD PT WOOD SHIN AS NECESSARY STRAP PERMEMBER. O'a O a ' 44:6 x 16 EMU elocKs ARCH:MANUF. sERL ANCHOR PER &MAN-PRODDRs/ SET UP INSPECTION REQUIRED PRIOR TO o O o 1E T 2x4 TOP&BOTTOM PLATE FOIL ATIONANCHO PLAN 3 PT POST O MA PADS TYP so ANCHOR PER AND STRUCTURAL 6.2. SOILANCHORS SMALL BE'MINUTE M4W,OR EQUIVALENT,INCONFORMANCE WITH THE INSTALLING SKIRTING RECAST 16"SWARE Y 4'DEEP FOLNDARON PLAN NOTES TYPE SPECIFIED BY THE MANUFACTURER FOR THE 517E SPECIFIC SUBGRADE MATERNLAD,5/Fl,PER F7 AND STRUCTURAL AND SHALL CONFORM TO THE FOLLOWING: 1111-R NOTES 6.3. DESIGN WORKING STRESS LOAD OF 3,15011W/AN ULTIMATE STRENGTH LOAD OF 4,7254 00 6.4. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING.TTACH BORON PLATE TO PAD 6.5. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKEDAND /BOLT FRONDED IN PAD LEVELED. qq UPLIFT ANCHOR DETAIL 6.6. LATERAL ANCHORS SHALL BE ONE OF THE FOLLOWING AT EACH LOUTION ILLUSTRATED xensoxaen:a M/L EXT.COL.SUPPORT sale:l(2=1•-0• ONA/FIAS DETERMINED BY THE TYPE OF SUBGRADE PER THE MANUFACTURERS F1 St41R1:12T/2�'a 1'-0' INSTALLATION MANUAL.OWNER 15 RESPONSIBLE TO DETERMINE SUBGRADE SOIL CLASS SHEET:1 OF 1 C C� V Re R SHEET DREW CARLSON `-`�-" Approved for Issuance Location:11ANUF-ACTURER: TE Ridge Motor Sports DA . 10 - 1211312023 1 8 -95 1060 Eells Rd Shelton wa 98584 Engineering and Architectural Drawings 7 Construction must match all designs and specifications of the Architectural and or the Engineering requirements OR a stamped letter of DES T I NA T I ON: mi=EW 18 . __ - _ _- _ _ _ _ OCCU NC Y: B approval must be provided from the design professional responsible for the work that has been altered.-NOTE:Structural engineering shall 1 Seesupersede Mason County"Typical"notes for structural items.— RIDGE MOTORSPORTS PARK T A __ 1 /A n nr 11060 W EELS HILL RD. EL OOR A RE-A 1219 S 0. F T . SHELTON WA.98584 GROSS VA L ARE/A : 1213 S 0- FT _ TYPE OF CONSTRUCTION: V -N Mason County Permit Document DES I GN L OA DS COM2023-00104 DESCRIPTION: OFF I CE ROOF.........26 P.S.F. Vlt-O.........80 A.P.H. EXP. C FLOOR........50 P.S.F. or 2000 LB. SEISAIC......mne 3 APPROVED AS NOTED JOBx- 5929 -30 DESIGN CODES tBC 94 Reviewed for Code Compliance for those items listed on N. L E. fi s VVAC sa the application for permit. Project shall comply with permit conditions as noted on the I ELECTRICAL CONNECTION TO SERVICE . permit. 2 PLUMBING CONNECTION TO SERVICE . The plans shall be on site at the time of the inspection. Failure to have permit and plans on site may require .3 VAPOR BARRIER AND INSULATION c MARR . LINE SITE re-inspection. 4 h1 I DSPAN BEAM AT FLOOR COPY Any plan revisions shall be submitted and approved PRIOR to installation or field changes.Changes in Engineering Documents or Details require a letter and stamped detail unless otherwise approved. SHEE Tom' DE-SCR I P T I ON J FLOOR PLAN . DOOR & WINDOW SCHEDULE . MECHANICAL PLAN . 2 SECTION . FASTENING SCHEDULE . MATERIAL LIST . THE O I S TA NCE F RO/'1 THE F�9 R THES T 3 ELEVATIONS . RRO.JEC T I ON OF TH I S BU I L O I NG TO 4 DETAILS . THE NE-A RES T BU I L D I NG OR PROPER T Y 5 ELECTRICAL PLAN . PANEL SCHEDULE . PLUMBING . L I NE I S GREA TER THAN 20 F_EET I N 6 FOUNDATION PLAN . ANY O I REC T I ON . CADO: 5929-30C FILr COPY ': kPPROVED FOR RISE BY STATE ONLY OREVS�AS NOTED AND RESUBMIT APPROVED By—LL Date //r __ PLAN NUMBER : S19 if• 8 APPROVAL_ NUMBER : 44'- 0' W4830 W3630 W4830 12'- 0' 24'- 0- 29' 4' 0 :------- -------------------- ------------- ...... ------ --------- ---------------- -------- ----------------------------------------------------------- J + ------------- 47P OFFICE #I OFFICE #2 OFFICE #3 5929] BS48 I I O_ 35 1/2' A IL � nz <W 7'- 7' VINYL $ ------- LJF.T ELEVATION 1, 4 EC226 4yT. !n-E 4 -—-—- --—-—- nc METER BASE 1/2- • STORAGE SPACE • ct) 6 -------- -----------a--�4-C. 2 HOSES 19 TYPICAL OF 2 jo. Fo �=s� ----�_i--------- lj�4C. 'q�CRR HOOK-UP LOCATION P.L. WAINSCOT.F. OFF I Ct-: 04 RECEPTION HCRR TO 4-- 0- A.F 5930 VINYL VINYL, ........ ....................... ----------- ----------------------------- ----------------------- --------------- -------------------------- EESTEOQL ELEV 24' OVERHANG TYP I CAL 26'- S' -------Restrooms shall be fully aCCESsible and in compliance with IBC Chapter 11 and OTY. S I ZE DESCRIPTION LOCK REMARKS T R I C A L S Y M B 0 INSULATED STEEL BEST BALL BEARING HINGE ?MT � S ANIN 17 1 2009 and Feder e I ADA DOORS 2 so 6@ STEEL JAMB-KD LEVER PAINT FINISH SYMBOL DESCRIPTION P REMARKS 13 QI HALF LITE REMOVABLE LCN 1461 CLOSER FLOOR P L N WEATHERSTRIPPING CORE DEFAULT .W U-FACTOR 'bF)_ SINGLE POLE SWITCH 48* 1920 V.A. A S�JMIT 1/4' 1'- 0' o a RUSSWIN BALL BEARING HINGE 4,gr THREE WAY SWITCH 48- 1920 V.A. PER TCH 02 1 3 6 50LIOCOIlE VIHLWRAP �ACY I NISH 2'7° WOOD JAMB 20' 180 V.A. EACH 4 PR U S S;FI. S!RDEARD H,1,NGES Q' DUPLEX RECEPT. AS�A.E 1� 3 0 8 COMMERCIAL QUALITY -DEDICATED CIRCUIT 48' 1500 V.A. EACH DREW CARLSON 1 6 -81-FOLD ()-.G",GROUND FAULT RECEPT. 46' 1 180 V.A. EACH _WI NDOWS (D o 60 40 @1 wp WEATHER PROOF RECEPT. 20' 180 V.A. EACH HORIZONTAL SLIDER- DUAL GLAZE Approved for Issuance SMOING COEFFICIENT: .78 So 4o PHILIPS-VINYL FINISH (D THERMOSTAT 50' To TOP OF J-BOX O 2 40 4 0 SIGN CIRCUIT 20' 1200 V.A. EACH NFRC .46 V-FACTOR- DESIGN LOADS H.V.A.C. 1 3 TON 15 kv WALL HUNG HEAT PUMP ECONOMISER HVAC DISCONNECT �Wp LEI MICROPROCESSOR- 7-DAY PROGRAMIMABLE— L INCANDESCENT LIGHT CEILING 40 V.A. EACH THERMOSTAT I T7300 ' ROOF...........26 P.S.F. .AUTOMATIC SETBACK- DEADBAND CONTROL 4- 1 ELECTRICAL PANEL 1 200 AMP ISINGLE PHASE- STUB THRU- ROMEX- METER BASE LIGHT/FAN COMBO CEILING 130 V.A. EACH WIND...........00 M.P.H. EXPOSURE 'C' -6 PORCH LIGHT 84' 70 V.A. EACH LIGHTING 2 2 . 4 TROFFER 4 T-8 TUBES v/ ELECTRONIC BALLAST FLOOR..........50 P.S.F. 2000 LB. (2) PHOTOCELL 84' 11 2 x 4 TROFFER 3 T-9 TUBES ./ ELECTRONIC BALLAST — 5 GALLON WATER HEATER IN CASIMT 2000 V.A. EACH SEISMIC........ZONE 3 I 40WATT INCANDESCENT LIGHT IN STORAGE TUBE ENERGY MISER DESIGN CODES 24' x 48' TROFFER CEILING 4 UBC 94 —70WATT KENALL HPS PORCH LIGHT ON PHOTOCELL 124 V.A. EACH FIXTURE NEC 93 3 TUBE ENERGY MISER WAC 93 70 f. ./ 40 WATT LIGHT ./ GRAVITY DAMPER I t124' x 48' TROFFER CV)L EXHAUST FAN 93 V.A. EACH FIXTURE WATER HEATER 1 6 GAL IIN CABINET 1powrR PANEL 72" 0-20-95 CHANGES Kr'A COPYRIGHT 995 LAZIER INDUSTRIES. INC MODULAR CADD: FLOORPLAN 5929-30F —1. MATERIAL is'THE EXCLUSIVE PROPERTY OFF I CE F c)r- DRAWN BY: K.A 10-26-95 REVISIONS PER RAO OF BLAZER INDUSTRIESINC. ND SHALL BE RE PRODUCED. U h I DATE: 10-11-95 9S NOT CE INDUSTRIES. 0 DISCLOSED TO 28 x 44 LZW I to GOUNTY c�oOL_ I C) WASTE-27-95 7 ENGINEERING KYA THE '0 10 OTHERS Ex PT AS �UTHORIZED BY NDUSTR I ES. DATE. REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. WA C%OLD PAST CFNTRALJA.. VA JOB NO_ 5929-30 SHEET FAST NINE SCHEDULE FLOOR: ROOF: WALLS: 2 x 8 FLOOR JOIST-TO-RIM MIN. OF 4- 14 GA. x 3 1/4' STAPLES ISENCO S28) PLATE-TO-STUD MIN. OF 2- 14 GA. . 3 1/4' STAPLES ISENCO $281 ROOFING...........2400 COMPOSITION CLASS "A- BOTTOM BOARD-TO-JOIST 16 GA. x 3/8' MIN. WIDE CROWN STAPLES • 12' MAX. EDGES ONLY OVER 2 LAYERS OF NON-PERFORATED SHEETROCK-TO-STUD • INTERIOR •13 GA. x 1 5/8' SHEETROCK SCREWS • 16' oc EDGES 15• FELT APPLIED SHINGLE FASHION. AND CONSTRUCTION ADHESIVE IN FIELD. FLOOR DECKING-TO-2x JOIST II 1/2' GA. x 2 3/8- RING SHANK • 6" EDGE. 10- IN FIELD. (SENCO GE-24). USE CONSTRUCTION ADHESIVE (AFGOI) ON JOISTS SHEATHING.........1/2' C.D.X. PLYWOOD(32/16) BOTTOM PLATE-TO-FLOOR 14 GA. x 3 1/4' STAPLES • 16- STAGGERED (SENCO S281 WOOD TI-11 SIDING-TO-STUD • SIDEWALL 6d DALY BOX NAILS • 4' EDGE. 8' IN FIELD ROOF; FRAMING...........2 x 10 D.F. •2 RAFTERS • 24' oc. ./ 2 x 2 INSULATION FURRING WOOD TI-11 SIDING-TO-STUD • ENDWALL SEE ENDWALL FASTENING NOTES ON ELEVATIONS. RIM-TO-RAFTERS MIN. OF 3- 14 GA. x 3 1/4' (SENCO S28) RIDGEBEAM.........1 1/2' x 20' MICROLAM ROOF RIM-TO-TOP PLATE 14 GA. x 3 1/4" STAPLES • 8" oc. (SENCO S28) RIMS..............2 x 6 MICROLAM THREE STUD CORNER CONNECTION 14 GA. x 3 I/4" STAPLES • 12' (SENCO S20) ' LEDGER-TO-RIDGEBEAM 14 GA, x 3 I/4' STAPLES • 3' oc 6 3 • BUTT JOINTS (SENCO 528) ./ 2 . 10 NOTCHED VENT BLOCKS RAFTER-TO-RIDGEBEAM 4- 14 GA. x S 1/4' (SENCO 328) INSULATION........R-38 .SHEATHING-TO-ROOF MEMBERS 16 GA. x 1 3/4' STAPLES • 6' EDGE. 12- IN FIELD AND CEILING...........SUSPENDED T-BAR 4' oc TO VENTED EAVE AND RIDGE. (SENCO 1,119) SOFFIT............1/2' ROUGH SAWN NO GROOVE PLYWOOD TI-II ROOF SHEATHING 16 GA. x 13/4' VENTING...........CONTINUOUS SOFFIT AND RIDGE STAPLES o q" oc. 2 x 4 D.F. •2 RTS or RT4 AT EACH OUTLOOKER ARCHITECTURAL.....24' OVERHANG ALL AROUND • 24' oc. ■/ 2- N9 NAILS. MIN. EACH END. RIOGEBEAHS I/2" DOLTS ./ I I/2' DIA. WASHERS • S'- 0" oc AND 6" FROM EACH END RIM JOISTS 1/2' BOLTS ./ 1 1/2' DIA. WASHERS • 5'- 4" oc AND 6" FROM EACH END WALLS mm FASCIA 31DING............5/8 WOOD TI-II +/ GROOVES • 8' oc. I x BACKING APA 303-18 RAFTERS DREW CARLSON FASC I A............I x 6 PRIME TRIM TRIM..............[ x 4 PRIME TRIM AT CORNERS GABLE END FRAMING SOFFIT _ AND WINDOWS. SHIP LOOSE CORNERS. TRIM R Approved for Issuance FRAMING......EXT: 2 x 6 H.F. 03 or 'STUD' or BETTER STUDS • 16- oc MIN4. 2 - 14 GA. x 3 1/4" STAPLES 6 GALY. INT: 2 x 4 H.F. • 16- or 24' oc. BOX NAILS • 4' oc. TOP PLATE.........2 . 6 CONTINUOUS MICROLAM 2 4 IBLOCKING 'Z' FLASHING ID NG JO I NT BOTTOM PLATE......2 x 6 H.F. • S I NSULATION........R-19 INTERIOR FINISH...5/8' SHEETROCK TAPE/TEXTURE/PAINT 24' AND 5/8' PL WAINSCOT IN RESTROOM BELT RAIL.........SHIP LOOSE (21) PIECES I/2'x6'x96' RS NG TI-11 PLYWOOD ENDWALL TOP PLATE 6d GALV. BOX NAILS • 4' oc. FLOOR: ROOF/ENDWALL CONNECTION 8 COVERING..........RR. 6 ENTRY: FLOREVER 4 ALL ELSE: BY OTHERS '2 1 1/2- - 1' 0- DECKING......Ixt: I/2' PLYWOOD CD% 2.d: 1/2" PARTICLEBOARD FRAMING...........2 x 8 D.F. 02 FLOOR JOISTS • 16' cc. LIMIT SPLITS TO 9 1/2' • CENTER BEAM SU26 HANGERS • ALL RAFTERS 14 12 RIMS..............2 x 8 CONTINUOUS MICROLAM OVER NON-HEADERED OPENINGS 2 2 7 ./ 6-N9 NAILS TO MICROLAM _ __ 4 JOIST HANGERS.....AT ALL JOISTS • MOD. LINE ONLY 0 RIH I NSULATION........R-25 RIDGEBEAM BRING BOTTOM COVER......CLASS -A' SEE DETAIL(j) 4 24' HEADER • 6' WINDOW CAULK AT - MIN. 2- 2 x 6 D.F. •2 HEADER ROOF RIM/ +/ FILLER. TOP PLATE - ONE TRIM STUD 6 TWO FULL HEIGHT v. 1 STUDS EACH SIDE OF EACH WINDOW n rx CAULK AROUND = WINDOWS ONE DRY CUP PERM VAPOR z BARRIER ON THE WARM SIDE. TYPICAL THRU-OUT BUILDING. p � SECTION A A 1/2' _ I- 0- for 4 CAULK AT FLOOR RIM/ BOTTOM PLATE SITE SUPPORT REQUIRED I/2" SPACE 13'- 10' 13'_ 10, 10-26-95 REVISIOINS PER RAD KWA COPYRIGHT 1995. BLAZER INDUSTRIES. INC. MODULAR CADD: FLOORPLAN 5929-30S THIS MATERIAL IS THE EXCLUSIVE PROPERTY O F F I CE F O r--' DRAWN BY: K.A 10-27-95 ENGINEERING KWA OF BLAZER INDUSTRIES. INC. AND SHALL �/� 11-7-95 REVISIONS PER J•R KWA NOT BE REPRODUCED. USED OR DISCLOSED TO 28 X 44 LEW 15 COUNTY -JVL- 10 WASTE DATE: 10-11-95 OTHERS EXCEPT AS AUTHORIZED BY THE MN-DUSTRIES. IRc.DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. WA GOLD PAS[ CENTRAL[^. WA JOB N0. 5929-30 SHEET: DREW CARLSON w =lwllr_ Approved for Issuance —IJ-111 --FINISH FLOOR LINE ----------------- ----------------------- ---------------------------- BOTTOM OF FLOOR JOISTS SIDEWALL ELEVATION 1/4' - 1 0' .1. FLASHING ----- ---------------------- ------ -------------------------------------------------4--------------- ----------------- GROUND LINE SIDEWALL - ELEVATION 1/4" - 1'- 0' ---------------: ENDWALL FASTENING ---------- I. INSTALL TIGHT-FIT BLOCKING - WINDOW HEADER --AND SILL FOR A MINIMUM DISTANCE OF 12' OR X To N STUD. 2. USE 1 A: I/2' x 30 GA, x IS* STEEL STRAP NNW" 6- 6 GA. . ' WIDE CROWN STAPLES 0EACH END OF STRAP, TYPICAL AT WINDOW CORNERS. 3. INSTALL 5/8' PLYWOOD SIDING ./ ALL EDGES SUPPORTED. 4. FASTEN SIDING GALV, BOX NAILS \ 6d 4EDG% 8' FlELD. 4' .c TO BLOCKING AND DOUBLE .. . . TO END RIM JOIST. 5. FASTEN SIDING 6d GALV. BOX NAILS • L I F!ELD 6' EDGE 12 IENu W . 6 c. oc V�� ...... DOUBLE AD TO D --------- -------------------------------- ---- ----------- .......... -------- 0 EN -------V------- 6. USE PSL 17 STRAPS WHERE SHOWN 7-N9 11 NAILS EACH END. TAG LOCATION TAG LOCATION ENDWALL ELEVATION ENDWALL ELEVATION 1/4' - 1 0' 1/4' - 1 0' 10-17-95 IREVISIONS PER ALAN A COPYRIGHT 1995 BLAZER INDUSTRIES. INC. MODULAR CADD: ELEVATIONS 5929-30E w A THIS MATERIAL is THE EXCLUSIVE PROPERTY OFFICE f7c:) r— DRAWN BY: K.A 10-20-95 ICHANGES OF BLAZER INDUSTRIES, INC. AND SHALL - NO REPRODUCED E 0 DISCLOSED TO 28 x 44 11-7-95 1 J.A T BE — LZW 15 C,0LjNTY 4-70L- 10 WA,5TE! DATE: 10-�13-95 REVISIONS PER J�R OTHERS EXCEPT AS �UUTHORIZED Y THE INDUSTRIES, -30 WRITTEN PERMISSION OF _BLAZ, ER INDUSTRIES. WA GOLD PMS I CENTRALIA. WA JOB NO 92 SHEET:31 I2 � PSL J7 ./ 4- N9 MICROLAM NAILS EACH ETD RIOGEI£AM 1 R DGEBEAM GABLE ETD I vz- nlCRoun. n O EXTEND AND FASTENONE STUD UP I/SIX O 1/2' DIA. BOLT �O 14 GA. x 3 1/4' STAPLES OR EDUAL n / l 1/2" D]A. WASHER. — — STRAP 1/4' x 6' TWO SILVER PSL l7 OR EQUAL %e UPLIFT 1 PLATE 1/2' SPACER . I� USE 7- N9 MAILS OR EQUAL I{6Nq EACH ENE)OF STRAP. % s SIDES x 3 1/2' x 12' Ie BEARING PLATE. � GAS METAL ARC WELDING ENO COW IG M.A.W.) 3' x S' x 3/16' n C HDRO SPLICE DETAIL M1 . WIRE- 70 3-6 .035 DIA. STEEL TUBE COLUMN 4 11/2' 1'- O' USE DOUBLE 2 6 O.F. x2. ---------'� AWS AS I6 MAX. HT. 10'- O' FASTEN STUDS TOGETHER / DOUBLE :I I., ABS ER 70S-6 El OF 14 GA x 3 I/4' STAPLES OR EOIIAL u 8' STAPLES FAY IIE •�----___--j_L ALL WELDS TO BE SINGLE OR ANGLED SLIGHTLY TO PREVENT STAPLE PASS FILLET WELDS BY PENETRATION THRU NEXT COWM4 STUD. CERTIFIED WELDER TO 3' x 3' x 1/4' A.W.S. D1.1 CODE. STEEL TUBE COLUMN MAX. HT. II- 0' A36 STEEL 5/8' A307 CARRIAGE BOLTS •A IST .D IST NUTIBER OF I DRILL 11/I6' HOLES I SIZE PANGER N9 NAILS 2 x B SL 26 6 ADD TIGHT FIT 2 x 6 BLOCKING 2 x 10 SU28 B TO-NEXT STIR o WALL THIRD POINTS. I x 3 1/2' x 9' TIGHT FIT 2 x 6 2 x 12 SU210. 10 �s sloes BEARING PLATE. BLOCKING S/ 4- 14 GA. x 3' EACH END. 1/2' SPACER. CONT. 1/4' x 3 I/2' x 5' STRAP %s UPLIFT PLATE. , TWO SILVER PSL 17 OR EQUAL _ USE 7- N9 MAILS OR EQUAL EACH END OF STRAP. �+ O 1, - 'Z' FLASHING MICROLi"M OIST RIM ,DIST �3 � _ -, 1 1/2' MICROLAM. FLOOR UOIS7 +--N r'==- 1/2' BELT RAIL TIGHT FIT MICROLAM BLK'0 INSULATION RED'D - JOIST NOT REOUIRED. FASTENER SCHEDULE: INSTALLED ON SITE S IN ADD TIGHT FIT BLOCKING UNDER ADJUST INSTALLATOIONTLOCATION STAPLE SIZE OTY LOCATION COLUMN! FOR FULL BEARING. TO MISS UPLIFT PLATES. 14 GA. x 3 1/4" 5 EACH END 14 GA. x 3 I/4" 2 ROWS TO RIM �_FLOOR DETAIL I Eczzs END COLUMN DETAIL - DBL. 2 x 6 I IcsTL-iM INTERIOR COLUMN DETAIL - STEEL 4 I I/2' - 1'- 0' 4 4 1' • 1• 0' DREW CARLSON MICROLAM RIMMEAM 16- 15 GA. 2 1/2' STAPLES 10 DRIVEN EACH WAY) FASTEN SHEATHINGA. TO VENT FASTEN 2 x 2 x 20" VENT � BLOCKS ./ IB GA. x 1 3/4' BLOCKS 24' o.TO RIOGEBEAM STAPLES a 4' / 14 GA. 3 1/4' STAPLES Approved for Issuance AT 5' oc MAX. 5'- O' LONG D.F. S2 2 x 4 ATTACHED TO SIDE OF - RAFTER FOR 24' OVERHANG. USE 5- 14 GA. x 3 1/4' STAPLES - EACH END AS SHOWN. SM 24 STRAP BEM GA. x 1 3/Oe. OVER BRACE / 7- N9 RAFTER RAFTER STAPLES APLES a 4' 2 x 10 BLOCKING NAILS TO BRACE AND / 4'x 2' VENT 6- N9 NAILS TO t NOTCH NT EACH 2 4 O.F. •2 RAFTER BAY. TO BRACES AT EACH RAFTER FASTEN AS SHOWBELOW. ROOF RIMCa LE ROW 2 x 4 SUBFASCIA L4 GA, x 3 1/4' Ct OF EXTRA BOLTS o 30• INSULATION 'STAPLES o 4' IN COWM4 AREA. FASCIA BOTTOM ROOF RIM SOFFIT BRACES REQ'D CONT. SOFFIT VENT 24' IB' 24' ONE (DRY CLIP PERM GLllr'D FEARING NEOGE .y� VAPOR BARRIER I x 2 TRIM oc. -I1 INSTALLEDON ONE-_• 1/2' SPACER SIDE IN FACTORY. 6d EDX NAILS IS 4' --. SIDING SITE WORK: • 1/2' BOLTS a 2'. 5' a B' I. INSTALL RIDGEVENT ./ I' GALV. SCREWS a 12' 0 24 T EACH SIDE FROM CTR OF COL. B IIL 2. INSTALL INSULATION a MARRIAGE LINE 29- 4' 14'- B' 3. INSTALL VAPOR BARRIER ACROSS MARRIAGE LINE COL. A COL. B COL' C n RIDGE DETAIL n EAVE DETAIL n RIDGEBEAM BRACING DETAIL 4 1 1/2- - 1' D' a 1 1/2' - I-4 1 1/2' . 1' 0' 10-17-95 REVISIOINS PER ALAN K.A COPYRIGHT 1995. BLAZER INDUSTRIES. INC. MODULAR CADD: FLOORPLAN 5929-30D THIS MATERIAL IS THE EXCLUSIVE PROPERTY O F F I C E f O r DRAWN BY: K.A 10-30-95 ENGINEERING K.A OF BLAZER INDUSTRIES, INC. AND SHALL �,,^ 11-B-95 REVISIONS PER RAO K.A NOT BE REPRODUCED. USED OR DISCLOSED TO 28 x 44 LEW 1 5 COUNTY NL- 10 WASTE DATE: 10-II-95 OTHERS EXCEPT AS AUTHORIZED BY THE 4—AMN—DUSTRIES. DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. WA GOLD PMSI CENTRALIA.IMC. WA JOB N0. 5929-30 SHEET: PLUMBING FIXTURE SCHEDULE DREW CARLSON ITTY DESCRIPTION I HC WATER CLOSET: GERBER•21-320- 1.5 GALL N FRESSLRE-ASSISTm i LAVATORY FAUCET: DELTA.911 -If SINGLE HANDLE FAUCET W/FLOV RESTRICTING AERATOR � .. Approved for Issuance 1 KITOEN FALCPT: DELTA•lm G-SINE HMlILP FACET -EOUIPPm TO WITH AERATORS THAT CM*MA TO ANSI-AI12ABA I WATER HEATERS: STATE•SLG E CEN51BLE. SIZES B TFRU 62 MUCH. EXODED ENERGY EFFICIENCY REGUIREANTS OF ASHI E 9DA-19ED 1 SILCOCK: NIBm 90 2 x 2 AIR DIFFUSER 2 x 4 LIGHT TROFFER Dln FU LT-BAR GRID CEI LING PLAN 1/8, _ 1- 0- 3 TON 15 It. WALL HUNG ,----------- --- ----- HEAT PUMP I •/ ECONOMISER ^14 _ 1285 cfmONO /?./ —/D 6..j.._. ._ U'B B-B \O,S122 " -'1010 10 6Ja 12 I�SI a.e -- 6 6 PLENUM +1965 PECHANI CAL NOTES: 1, SEAL TRANSVERSE JOINTS IN ACCORDANCE r/ RS-18. 2. TEE ISOLATION SLEEVES AT SUPPLY LIPS CONNECTIONS TO PLENU/S. 3. 6' —6- DIFFUSERS r/ AANU',L DAAFERS. TYPICAL AS NOTED ON PLAN. MEQRANIC /LL PLAN PLUMB I N G P f N V IOU ITS, Y� COOL ILTO D � mA9RE99tTt. TITS tN rlA7 AIGVIOES lO4ERTING MUM.WHILE EXR0401Nc T{E uFE�F TIE'mNf�60R. N.T.S. COPYRIGHT 1995. BLAZER INDUSTRIES. INC. CrDD: PLOORP�AN 592gJDTP THIS MATERIAL I5,'.THE EXCLUSIVE PROPERTY MODULAR O F F.I CE F CD r OF BLAZER INDUSTRIES. INC. AND SHALL 6 PRAWN BY K+A NOT'BE REPRODUCED. USED OR DISCLOSED -TO 28 x 44 L.W.—W 1 95 a0wNTY 450E I 0 MRA JT ,. ,DATE. IA 1J 95 OTHERS EXCEPT AS AUTHORIZED BY THE Il�ti$TRIES 'IMC. DATE REVISION By. WRITTEN PERMI,S,SI ON OF .BLAZER I NDUSTR i_ES•.' WA', GQLQ. .. _ _ _'L.. ( NTRIA I11,. _WA... DREW CARLSON Approved for Issuance IBI 1 I i B i RFT O B DAYLIGHT DIAGRAM ONE-LINE-DIAGRAA NOTES: H.V.A.C, (PoTOR. oomw_ssm. HEATER sims.) OPERATION VOLTAGE 197 AIN. 253 MX. 200 AAP FEEDER PANEL 1. WHEN STRANDED WIRE IS IBED. ALL M I_ OO c pR - 16.3 RLA 96 LRA IN BREAR TERAINATIONS ARE MOE BY A PRESSURE I20/240 10 TMAINAL. BY TAILING OFF WITH SOLID INDOOR BLOWER FAN 2.2 FLA 1/3 H.P. ELECTRICAL PLAN REVIEW CONDUCTORS OR OTHIR APPROVED DEANS OUTDOOR BLOWER FAN 1.5 FLA IS H,P. 200AFP A CONDUCTORS LOAD CALCULATIONS FEAT STRIP 15 KVA 2. ALL CONDUCTORS COFFER. AINIAUA CIRCUIT A" 83 AMPS •4 Cu 3, RATING OF STANDARD PANEL IS 22.D00 A.I.C. M%I AUA OVOZQf37FM Fi20TELTION � RAPS VOLTAGE: 120/240 PHASE: �_ 11 WATER 4. CONDUITS SIZED ACCORDING TO CONDUCTOR 2' CCNOW FILL AND APPROPRIATE DERATING FACTORS. OVERCIRia(T Fi8]TELTI(?l-OR K ORELEPENTCIRCUIT TIDE DELAY FLEE C01`r`ECTI�] LOAD C/LLC. LOAD 2- •6 OC.O STIB GOWN BY BLAZER OR HAIR CIRCUIT HRFAIm2 �' RDD 2- 3/0 Cu THFN 5. LIGHTING CONFORMS TO VASHINGTCN STATE LIGHTING I- fro Cu TPHN ENERGY [DOE 51-11. C1IAPTER 15. E L E C T R I C A L S Y M B O L S EXTERIOR = I- •6 Cu 5(D V.A. X 125/. i00 V.A. Y - HEIGHT INTERIOR 1351 V.A. X 125Y. = 1688 V.A. SYMBOL DESCRIPTION TO TOP REMARKS ((� M EXIT V.A. X 125/. = V.A. PANEL E ER SINGLE POLE SWITCH 48' 1920 V.A. p R LHIMMTCH EAERGENCY V.A. X 125Y V.A. 4r THREE WAY SWITCH 48' 1920 V.A. PER SNITCH TIRE CLOCK V.A. X 125Y. = V A NOTE: ALL CONDUCTORS COPPER. 200 AAP PANEL SINGLE PHASE Or DUPLEX RECEPT. 20' 180 V.A. EACH acL TRIP VIBE WLT VOLT vt TRI ocT EXHAUST FANS 9O V.A. X 125T ll3 V.A. 06QII Pfi°II mscm PriW m DEDICATED CIRCUIT 4(1' 1500 V.A. EACH w. .sl Aws AAPB SIZE w. RECEPTACLES 1 SIC zs 10 IWO �\ s9B] 4 50 NUT PINY 2 &GPI GROUND FAULT RECEPT. 46' 180 V.A. EACH 3 sIO+ m Ix IzaO - s980 / / i 4 THRU 10.000 5760 V.A. X 100% = 5760 V.A. 5 D.C. 20 Ix Imo - 680 14 Is E%f,LIOlTs fl WEATHER PROOF RECEPT. 20' 160 V.A. EACH _ OVER 10.000 V.A. X 50Y. - V.A. 7 ouncTs m 12 Io® - see 11 Is LI GirsWM 8 TQ THERMOSTAT 50- TO TOP OF J-BOX 9 ovrLErs 20 Iz low - - tsa I� Is uorrs 10 roTORS. COPPR. SIGN CIRCUIT 20- 1200 V.A. EACH (l ourLeTs m 12 900— l2 TOTAL 528 V.A. % IOOY. = 528 V.A. 13 ourLErs m 12 to®- l4 LQ HVAC DISCONNECT i� LARGEST (528) V.A. X 25Y. = 132 V.A. 15 DIITLETS m Ix il. � INCANDESCENT LIGHT CEILING 40 V.A. EACH 17 aurLErs m Iz Td7 - HEATING 19920 V.A. X 10DY. = 19920 V.A. 19 - LIOHT/FAN COMBO CEILING 130 V.A. EACH 21 /� WATER HEATER 2000 V.A. X 100% 2DOo V.A. 23 - - V PORCH LIGHT 84' 70 V.A. EACH WnISC. 1200 V.A. X 125Y. = 15M V.A. 25 PHOTOCELL 84' z7 - ORISC. 1500 V.A. X Imy.. 1500 V.A. _ ;WHj 6 GALLON WATER HEATER N CABINET 2000 V.A. EACH RISC. V.A. X Y. V.A. 31 --• 4- TUBE ENERGY MISER 33 34 14-__1 24' It 48- TROFFER CEILING (24 V.A. EACH FIXTURE TOTAL KVA ��9TOTAL KVA- � 24' II 48' TROFFER CEILING 3- TUBE ENERGY MISER LOOM�ECfED RAPS LOAD CALCULATED RAPS 141.1 37 - 38 _ 93 V.A. EACH FIXTURE 39 )�, POWER PANEL 72' *MI. CIRCUITS FOR LDAPUIFRS.OFFICE EOUIP., COFFEE MIER5. AIDDVAVES,ETC. COPYRIGHT 1995. BLAZER INDUSTRIES. INC. MODULAR CADD: FLOORPLAN 592930TEL THIS MATERIAL IS THE EXCLUSIVE PROPERTY E LE CT R I CA L I N F O . f o r OF BLAZER INDUSTRIES. INC. AND SHALL �,/�1 G DRAWN BY: K.A NOT BE REPRODUCED. USED OR DISCLOSED TO 28 X 44 I.EW � 5 COUNTY /0L_ 1 0 WA-JT� DATE: II-6-95 OTHERS EXCEPT AS AUTHORIZED BY THE0& INDUSTRIES, INC. DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. WA GOLD PAS I CENTRALIA. VA JOB NO. 5929-30 SHEET: