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HomeMy WebLinkAboutCOM2014-0084 Construct Bldg 3 - Shell Only - COM Permit / Conditions - 7/17/2014 MASON COUNTY DEPT. OF COMMUNITY DEVELO MENT Inspection Line(360)427-7262 Mason County Bldg. 3 426 W. Cedar F.O. Box 186 Phone: (360)427-9670, ext. 352 Shelton, WA 98584 COMMERCIAL BUILDING PER IT ��B14-00084 OWNER: CANOPY PARK LLC RECEIVED: 6/16/2014 CONTRACTOR: LICENSE: EXP: ISSUED: /1 4 /201 SITE ADDRESS: 50 W WESTFIELD CT BLDG B SHELTON EXPIRES: 1/17/201 PARCEL NUMBER: 420022490070 LEGAL DESCRIPTION: LOT 7 OF SP#3027 PROJECT DESCRIPTION: DIRECTIONS TO SITE: CONSTRUCT BLDG 3 OF 6, SHELL ONLY, TENANT WILL OBTAIN A SEPARATE PERMIT TO FINISH General Information Construction &Occupancy Information Type of Use: F Insp.Area: No. of Units: 1 Type of Constr.: VB Type of Work: NEW Fire Dist.: 11 No. of Bathrooms: 1 Occ. Group: F1 Valuation: $ 180,285.00 No. of Stories: 1 Exit Design. Load: Building Height: 20 Pre-Manufactured Unit Information Square Footage Information Make: Length: Lot Size: Model: Width: Building: 3,500 Year: Serial No.: Basement: Parking Spaces: Setback Information Front: W 45.00 Ft. Shoreline: Ft. Shoreline& Planning Information Rear: E 240.00 Ft. Slope: Ft. Water Body:na Shoreline Desig.: Not Applicable Side 1: N 23.00 Ft. SEPA?:No Comp. Plan Desig.: Urban Growth Area Side 2: S 205.00 Ft. Fire Protection System Information Auto Fire Alarm System?: Emergency Key Box?: Standpipe?: Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?: Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?: COM2014-00084 Please refer to the following pages for conditions of this permit. Page 1 of 6 L Symbols Numbering System AL General Safety Notes PLATE LOCATION AND ORIENTATION 1 �4' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss and fully embed teeth. 1. Additional stability bracing for truss system,e.g. diagonal or X-bracing,is always required. See BCSI1. O.�1fi r 1 2. Truss bracing must be designed by an engineer.For 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,I,or Eliminator C7-2 C2-3 bracing should be considered. 3. Never exceed the design loading shown and never WEBS C.� 4 stack materials on inadequately braced trusses. M 3" yf'� 3 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate 0 py = designer,erection supervisor,property owner and plates 0- '116"from outside 0- t` U all other interested parties. edge of truss. 00 0- 07.8 C6-7 cs'; O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSITTPI 1. connector plates. 7. Design assumes trusses will be suitably protected from "Plate location details available in MiTek 20/20 the environment in accord with ANSI/TPI 1. software or upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBEREWLETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10.Camber is a non-structural consideration and is the width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243,9604B, specified. by text in the bracing section of the 9730, 95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67, ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2006 MiTek®All Rights Reserved approval of an engineer- reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry standards: Tyrrell Engineering project engineer before use. ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. 2121 Meridian East, Suite 1 B and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. EdgewOOd WA 98371 Is not sufficient. BCS11: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSUTPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Lavatories 1 Heat Pump 4 Plan Check Fee TW Filr;nnla PQdn 7R g99niAnn Water Closets (Toilets) 1 Planning Review Fee TW arlannlA .tAin nn s99niAnn R Water Heaters 1 EH Minor Plan Review Al P srlannla �1nn nn g7,?nlann BLD Vio. Investigation Fe ni r. r;1?n19nia 071 nn C17n1Ann IFC Plan Check Fee I aW 7/1A/9nla Ra7n,A4 q1,)nlann Building State Fee I AW 711d/,?n1d U Fn C17n1ann Building Permit Fee I AW 7/1a/7n1a R1 da7'15 C17n1ann Mechanical Permit Fee I AW 7i1ai7n1a a77 Rn C17nlAnn Mechanical Base Fee I aW 7i1ai7n1d R9R Fn C19n1Ann Plumbing Permit Fee I aInr 711dnnld R?R 1n C19nlann Plumbing Base Fee I AW 711AOMd T,7a 7n C1?nlAnn Total $3,518.12 CASE NOTES FOR COM2014-00084 CONDITIONS FOR COM2014-00084 1) 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. Thhepee on signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 2) 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. X -�-� 3) Owner/builder assumes all responsibility if drainfield/reserve area is 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 drains within 30ft, down gradient of drainfield/reserve area. X ��- 4) Prior to final approval, all upland areas disturbed or newly created b c nstruction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X--72� /7-7 5) Approved r dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. COM2014-00084 Page 2 of 6 6) 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. X 7) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed. X �_ 8) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAY. X 9) Install 2A10BC fire extinguishers thoughout the building with a maximum travel distance of 75 feet in any direction and mounted no more than 60 inches above the floor to the top of the unit. X An NFPA 72 automatic fire alarm system is required to be installed, the system is required to be fully monitored by a UL certifed monitoring X company. 10) PER TITLE 14 MASON COUNTY BUILDING CODE -CHAPTER 14.17, STANDARDS FOR FIRE APPARATUS ACCESS ROADS- 14.17.110: Afire apparatus access road in excess of 14% grade and more than 150' to new residential or commercial structures will require an automatic fire sprinkler system installed. Contact the Mason County Fire Marshal at(360) 427-9670, extension 352, for further information. x 11) All approved tans 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 reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason County Building Department prior to any further inspections being performed or approvals granted. X 12) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X 13) The approved site plan is required to be on-site for inspection purposes. If inspection is called for and the site plan is not on site, Approval WILL NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason County Building Department prior to any further inspections being performed or approvals granted. X 14) Any changes in onstruction shall be reviewed by engineer of record and submitted in writing to the Mason County Building Department prior to construction. All engineering documents are a part of the approved set of plans and must remain attached thereto. If engineering documents are removed, approval will not be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected bv the Mason County Building Department prior to any further inspections being performed or approvals granted. X COM2014-00084 Page 3 of 6 15) In addition to the inspections required in IBC, Section 109, the owner, the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Chapter 17 and as specified by the design professional. The special inspectors duties & responsibilities shall be as specified in Chapter 17. Special inspection reports shall be submitted to the Mason County Building Department, PO Box 279, Shelton WA 98584 and available for inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing and final occupancy inspections. X c� 16) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND INTERNATIONAL CODES ALL CONSTRUCTION MUST MEET REQUIRED SETBACKS AS ESTABLISHED PER MASON COUNTY ORDINANCE 45-99 AND MASON COUNTY SHORELINE MASTER PROGRAM IF APPLICABLE. IF THE FOUNDATION IS PLACED IN VIOLATION OF ANY MASON COUNTY REGULATION, IT WILL BE THE OWNERS LIABILITY TO REMOVE SAID CONSTRUCTION AT THE OWNERS EXPENSE AND TO DO SO WITHIN THE TIME SPECIFIED BY THE BUILDING OFFICIAL. X 17) Changes to approved building plans that affect compliance to the current Washington State Energy Code (WSEC), ventilationrequirements), Building/Plumbing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction. X 18) 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. X ' 19) All property lines shall be clearly identified at the time of foundation inspection. X 20) All building permits shall have a final inspection performed and approved by the 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. X - 21) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control Xthe permit holder prevented action from being taken. No more than one extension may be granted. 22) 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. X 23) 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. X� 24) THIS STRUCTURE IS APPROVED AS A SHELL BUILDING ONLY. A TENANT REVIEW PERMIT WILL BE REQUIRED PRIOR TO ANY APPROVED OCCUPANCY. IF ADDITIONAL CONSTRUCTION IS REQUIRED A BUILDING, MECHANICAL AND/OR PLUMBING PERMIT WILL BE REQUIRED TO BE SUBMITTED AND APPROVED PRIOR TO OCCUPANCY. X COM2014-00084 Page 4 of 6 25) The heated building is required to be in compliance with the WSEC, a minimum of R-49 ceiling, R-21 walls and R-10 perimeter slab insulation is _ required. X - 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. Signature Date OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) COM2014-00084 Page 5 of 6 4 xo� - Permit# C S MASON COUNTY ` BUILDING 111426 W. CEDAR ( �J SHELTON, WASHINGTON 98584 /v C ►1b (360) 427-9670 �38cis e +-e-v C?' tq UJ FS o CORRECTION Job Location_ YL!SQ _ ��4-01 p r Rd This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be corrected to gain compliance V0 Ale 17J! ��A ->nl ZJ d✓s >.c� �.y ���m� You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ Please contact our office ❑ Make corrections, items will be checked on next inspection regarding possible structural ❑ OK to damage incurred by recent "natural/man made" ❑This //is not a complete inspection disasters.This is NOTa Date (y r Jl��/� CORRECTION NOTICE. Department Inspector Z� PP ir , T , k oll T 'tnh, T k .. � 'r�11 .1 a r.iY;aC! COM2014-00084,photo taken 6.19.2014 by MAU,#1 of 4.jpg COM2014-00084,photo taken 6.19.2014 by MAU,#2of 4.jpg �4 1 s '^ ,,,, 'FC"'""'~• ,�a�= .4. FN . ram ,, -, h4 � ~f ♦Z♦.�M T �, ,�!-Q+, -�N} i r;'' y��r , r�•�"'Mr'y"M1 fir" T�.h�:.l_"°.._ v r t, COM2014-00084,photo taken 6.19.2014 by MAU,#3 of 4.jpg COM2014-00084,photo taken 6.19.2014 by MAU,#4 of 4.jpg soh-, SEC 2, TWP 2ON, RGE 4W, W.M. § T -EX 50'ACCESS @ UTIUTY EASEMENT - 0 9 I � HORIZONTAL CONTROL NOTE: s � SEE BUILDING PANS FOR EXACT BUILDING DIMENSIONS. THE PROPOSED I-T- w _ Fx.f0'PFONAIE unuTv EASEMENT BUILDING AND ARE PARALLEL PERPENDICULAR SITE IMPROVEMENTS 1THE NORTH AND SOUTH PROPERTY/OR LANES. a9 100 MGH SECURITY FENCEr _ tea_. 5-_ 217 33.7 k, Io • I I I 7f { I i v 50.0 40.0 50.0 20.0 i I ' , a a N Y { BLDG. 2 '•, �1 -- �-- I cc I N I ]o.0 3.500 1, a . o FF=f301.4 3 � o ' 20.0 z V Z 0(MIN.)-� < o 4.0 BLDG. 3 "'� V O I I i8.o 200 1�.0 5,000 SF /'�v ¢ Z FF=f 301.E a O 1n < 10.3 200 dae�O. STORAGE PEDE54RIAN-ACCESS SHED �. APPROVED z 2.000 SF FF_t301.3 SAC PUBLIC HEALTH I I I cc JUN 2 s 201E z II : zl 22.5 BLDG. 5 `D v 12,000 SF 2A0.0 � ja dc f FF=t301.0 0�r LP F LTS .R25.0- I.CATI.N TO BE Fl. r A z u e n .-. ADJUSTED BY ONNER ~ 70.0 N 4 - Vvv BLDG. 1 sERnc vJ s H a OI t8a0 8,000 SF O C O I U u Y N Q - I FF=t301.0 SEE SEPTIC SYSTEM v I O DESIGN BY JiN HENRY �. DESIGN SERNOES Cr I ¢ �. I j a II I. o k 1 BLDG. 4 eiNER y i I i I4 70.0 3,500 SF { `c 1 , FF-t300.5 ' .0 20.0 50.0 50.0 50 SCAIE: I••=20 FEET E I' 10.0 R25.0A0.0 f E.t 0 10 20 40 c a p P I 6'HIGH SECURITY FENCE 120 10.0 R25.0 I VERTICAL DATUM _ DATUM: NGVD'29 �c a -- MERIDIAN: MASON COUNTY RECORD OF SURVEY G Z - I -- VOLUME 27.PAGE 94,AF NO. 1145912 y - I I I I NGS BENCH MARK DFSIGNAPION F 255: O m - 282.59 NGS BENCH MARK DESIGNATION R 16 AZ MK: JOB NUMBER: i NGVD'29 ELEVA ilON=282.95 DRA NDDB ME: 1 I _ 14008HCPL "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" C0.2 SHEET: 2 OF 4 SEC 2, TWP 20N, RGE 4W, W.M. 5 ESL-Go'ACCESS k UTIUTY EASEMENT - I o S I HORIZONTAL CONTROL NOTE: SEE BUILDING PLANS FOR EXACT BUILDING DIMENSIONS. THE PROPOSED 1 WIX 17 PRNAIE UTILITY EASEMENT BUILDING AND SITE IMPROVEMENTS ARE PARALLEL AND/OR zI I 'I PERPENDICULAR TO THE NORTH AND SOUTH PROPERTY LINES. I 3 I .S RP,1.5'5' r S 10.0 SE.FUTY_FENCE . 33.7 .. 317 ,f-117 40.0 5a0 s 1 1 7a0 BLDG.3,500 LDG.SF I fF301 i -t .4 f > Z 20.0 Z uj V 40..:=. BLDG. 3 :' (Mm.) I - V 000 o 1E.o m:o 100.o 5.000 SF I I a o i I FF-f301.4 < 10 3 jA STORAGE I _ I i I -; ka P60ES9ItlANA�C@SS SHED I �` a 1;i.:l:.. 2,000 SF J FFit301.3 I y S II 1 a 22.5 BLDG. 5 � J 12,OOD SF zsao >.T'P , 6 R7S.0 z FF-t301.0 I ,'. : : :. LOCATKXi?0 BE FIELD V SETY?J: AO.usrtD By owlet I g^ O cc ,.T. II I ❑. I I.. `..,.'ggY f',I`'.. I 160.0 8.000 SF O C O Q FF-t301.0 SEE SEPMC SYSTEM DESIGN BY JMENM Y O NBLDG. 1 SEPnC T S S b 1 I I BLDG. 4 61 h0HeR M I I' 7MG 3,500 SF ( yA FF=t3DO.5 • .'i ! I 80.0 .'M7:0'', Smo 20.0 50.0 I A SCALE: 1'=20 FEET E to.o _ �R2ao. I - w o 0 10 20 40 76.0 !'Soon Pico; -. .- �-'6 NIGH SECURITY FENCE 7 12.0 10.0 V R7s.o s as.='s,-` VERTICAL DATUM w a DATUM: NCVD 7.9 a� w MERIDIAN: MASON COUNTY RECORD OF SURVEY z VOLUME 27,PAGE 94.AF NO. 1745912 - ' Y -d z I I NGS BENCH MARK DESIGNATION F 255: _ NGVD'29 ELEVATION-282.59 NGS BENCH MARK DESIGNATION R 16 AZ MK: dOB NUMBER: i I I NGVD'29 ELEVATION=282.95 14DO8 I I I I I DRAWING NAME ( I 14008 HCPL "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" C0.2 SHEET: 2 of 4 r� I SEC 2, TWP 20N, ROE 4W, W.M. IX-BO,ACCESS k UM1TY EASEMENT - I 9 I I HORIZONTAL CONTROL NOTE: R � SEE BUILDING PLANS FOR EXACT BUILDING DIMENSIONS. THE PROPOSED Z� I I I Ex T0'PRIVATE UTIUfY EASEMENT BUILDING AND SITE IMPROVEMENTS ARE PARALLEL AND/OR E PERPENDICULAR TO THE NORTH AND SOUTH PROPERTY LINES. ISy SEGOfett_FENOE. 23.1 317 L I' 3a7 I I I I I 1 t I I o I I � I 13.7 50.0 M.0 50.0 20.0� � ,77777777777 BLDG. 2 -0 3.500 SF FIF t301.4 _ } O F z 1 1 20.0 zo MVI Ao. BLDG. 3 I I U o v I` I tso zio 100.0 5,000 SF i O I I. z FF=t301.4 y 10.3 "';'c�a�,'.� I STORAGE .. I ko:PfioESTmAN AaEss SHED t I . .. 2.000 SF Q FF—t301.3 I J I 0 I , O .07 gas ( BLDG. 5 z+ao z IZOOO SF , v I I I ^ R26.0 •' L.A.TO BE FIELD f— .I :ET1pJ: ADJUSTED BY ONMER I� g x 0 16 I! C, Q. BLDG. 1 SEPTIC TANS oc c +�D 3,000 SF 0 FFaf SEE SEPTIC SYSTEM 301.0 w I E V U DESIGN BY AN HENRT ~ OEAGN SEUJI RNLES I .. I Q I I I < j I $' o I BLDG. 4 'I'll NQR A, < Tao 3 500 SF FF=f300.5 f .•I I I I I I I 1 I I sao .!M1:0 . sao zo.o sao � I SCALE: 1'=20 FEET mo E 0 10 20 43 12 I 1 I '1':'• x`a o N m>o ; - 6 I9a+sEaunTr FENCE n o n n a g 10.0 vERTCAL DATUM -9= � DA NM: NGVO 29 m - iMERIDIAN: MASON COUNTY RECORD OF SURVEY . 1 j I I I VOLUME 27,PACE 94,AF N0. 1745912 :11- 1V NGS H MARX DESIGNATION 255: o Z NGVD'29ELEVATION=282.59 _ NGS BENCH MARK DESIGNATION R 16 AZ MK:1 JOB NUMBER I I I I I NGVD'29 ELEVATION=282.95 I +4008 I I I 11 ORAWNG NAME: 14008 HCPL "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" C0.2 SHEET, 2 OF 4 MASON COUNTY PERMIT NO. DEPARTMENT OF COMMUNITY DEVELOPMENT c�BUILDING•PLANNING•FIRE M4RSHAL �` l _ WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext 352 IM PO Box 279,Shelton,WA 98584 (360)482-5269 Elma ext.352 BUILDING PERMIT APPLICATION OW:N7ER ENTORMATION: CONTRACTOR INFORMATION: &-'je.1 MAILLNTG ADD SS: CTI Y: STATE: ZIP: c� CITY STATE: PHONE:- CELL_3 o s% g al PH0N-E:.�4,%7&,,-' CELL: EMA�: Q/_ c , EMAIL. L&I PEG T C G fl aoG��il� EXPLcz/ /-5- PARCEL LNFOR-MATION: /'�G PI-7 C z x " 5v ev e PARCEL NUIvMER(12 DIGIT NZJNSER) FIRE DISTRICT LEGAL DESCRIPTION(ABBREVIATED): p.Z Z SITE ADDRESS �� �.i1 Li�.t¢aif�� T` CIT '��u�r_� —DIRECTIONS TO SITE ADDRESS <,t�� ;��t :�.a�T A;�-;�� G �% • •+'� IS PROPERTY WT=200 FT: SALTWATER❑ LAKE f-1 RIVER/CREEK❑ POND ❑ VTMAND❑ SEASONAL RUNOFF❑ STREAM❑ DOES PROPERTY HAVE SLOPE(S)V.77 v 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO TYPE OF JOB: NEW ADDITION ALTERATION REPAIR OTHER El USE OF STRUCTURE(REsiD NcE,GARAGE ETC.) IS USE: PRIMARY❑ SEASONAL�� NUMBER OF_] EDROOMS —' NUMBER OF BATHROOMS I DESCRIBE WORK SOU'ARE FOOTAGE: 1ST FLOORZ,- sq.ft. 2N-D FLOOR sq.ft. 3RD FLOOR sq.ft BASEMENT — sq.;t DECK sq.fL COVERED DECK sq.ft.STORAGE sq.fL OTHER sq.fL GARAGE sq.ft ATTACHED ❑ DETACHED ❑ CARPORT sq.ft ATTACHED ❑ DETACHED ❑ M.A_N'UFACTURED HOTME LNFORNLA.TION: /�f-7 }4 COPIES OF TBE FLOOR PLAIN MAID MODEL YEAR LENGTH WMTH BEDROOMS BATHS SERIAL NUMBER OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop worK orcer or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I farther declare that I am entitled to receive this permit and to do the worK as proposed. I have obta*fined permlSSion from all the necessary parties,including any easement holder or panes 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.I his 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 ISO days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACT OF THIS PERMIT APPLICATION OF 180 DAYS WILL I VALI ATE THE APPLICATION. Signature f Applicant Date x / OWNER/ REPRESENTATIVE/CONTRACTOR Print game (CIRCLE TO INDICATE) DEPARTMENTA.LREVMiO' I OVED I DATE I DFUNIED DATE I TAGS/NOTES/CONDITIOI\S BTJ-=_NG DEP_ARTIvIENT PLAATNT NG DEPART-MENT I I I FIRE MARSI-LAJ c� 174 W I I { . TYRRELL ENGINEERING Tyrrell Engineering 2121 Meridian East Suite 1 B Re: J140872M1 Edgewood, WA 98371 *Kirby-b/c load The truss drawing(s)referenced below have been prepared by Tyrrell Engineering.under my direct supervision based on the parameters provided by Truss Components of WA. Pages or sheets covered by this seal: I8273423 thru18273424 My license renewal date for the state of Washington is June 16,2015. I RECEIVED I SEP 2 9 2015 426 W. CEDA_R ST J. Ty w 01 0 p 2725�9 p 4' �G15TEta' G� 0 Dan Tyrrell May 28,2014 i The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TP1-1995 Sec. 2. I i Job Truss Truss Type JQtY JPIY 'Kaby-bk load J140872M1 A01 DBL FAN 10 f t8273423 Truss Components of WA, Tunwatr,WA 98512 lob R 7.510 s Jan 20 2014 MITek brduLes,in.Wed May 28 17:01:06 2014 Pepe 1 7-40 1267 ID R4YTraiBrLPYs2h3MO7xTmx!(ulVssJ7D0yfnPXggf3m_EMp)jg71PUVXdiOy_Ub3w ,,,, 18 7-0 7 0-0 5.6-7 6�10 g� 3 37.6-9 60-0-0 6-0-10 5-6-7 7-0.0 SCale=1:90.2 Hold heel plates in per engineering 3.50 12 exs 4x8% 4x8 4x8% 2x3 II 1 5 7 16 6x8% 4 2x8 II 4x8` 5x6 6 6x8 5x5 lSxS% 2 3 4 W6 9 loftsf 5x5 Sx5 11 i 10x10 MT20H= 16 15 IQ 6x12 M18SHS If 7x10 M18SHS= 14 13 12 10x10 MT20H= Sx8= Us 7z10 M78SHS =5xs_ Sx12 M18SHS 11 7 7 5C 0 Plate Offsets 1:0 4 8 0 3 1:0 4 3 1-2$ 2:0 1 4 0 2 0 10:0-1-4 0-2-0 11:04-3 1-2-8 11:0-4-8 0-3-3 12:0-2-12 0-2-8 14:0-4-0 0-2-0 16:0 1-1 0 2-8 LOADING(psf) SPACING 6" CSI TCLL 25.0 Plates Increase 1.15 DES in 0oc) Udefl L/dTPLATES GRIP TCDL 5.0 Lumber Increase 1.15 TC 0.99 Vert(LL) -0.711416 >835 2400 185/148 BCLL 5.0 Rep Stress Ina NO SC 1.00 Vert(fL) -1.33 14-16 >445 1800H 165/146 BCDL 6.0 Code IBC2012/TP12007 (Matrix)81 Horz(TL) 0.42 11 Na NaSHS 220/195 ght:393 lb FT=0% LUMBER TOP CHORD 2x8 DF SS BRACING BOT CHORD 2x8 DF 195OF 1.7E*Except* TOP CHORD 2-0-0 oc purlins(24)-5 max.). B2:2x8 DF SS BOT CHORD 4-0-0 oc bracing. WEBS 2x4 DF No.2*Except* WEBS 1 Row at midpt 5-14,7-14 W1,W2,W8,W9:2x4 HF Stud/Std SLIDER Left 2x6 DF No.2 7-1-12,Right 2x6 DF No.2 7-1-12 REACTIONS (lb/size) 1=4310/0-7-4 (min.0-5-15),11=4310/0-7-4 (min.0-5-15) Max Horz 1=230(LC 11) Max Uplift 1=1348(LC 7),11=1348(LC 8) Max Grav 1=5582(LC 2),11=5582(LC 2) FORCES (Ib)-Max.COmpJMax Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=13542/3299,2-3=-13214/3095,3-4=13115/3114,4-17=13265/3269, 5-17=13022/3281,5-6=9604/2296,6-7=9604/2296,7-18=13022/3280, 8-18=13265/3268,8-9=13115/3114,9-10=13214/3095,10-11=13542/3304 BOT CHORD 1-16=3134/12513,15-16=2420/10902,14-15=2420/10902,13-14=2242110902, 1 2-1 3=2 242/1 0 9 0 2,11-12=2960/12513 WEBS 2-16=311/599,4-16=1130/509,5-16---640/2514,5-14=2669/918,6-14=827/3966, �i�v Ty 7-14=2669/920,7-12=638/2514,8-12=1130/506,10-12-311/599 1 e c, NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=100mph(3-second gust)Vasd=79mph;TCDL=2Apsf,BCDL=0.6psf;h=15ft;Cat 1;Exp B;partially;MWFRS M (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33 3)TCLL:ASCE 7-10;Pr-25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Ps=16.4 psf(roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category I;Exp B;Partially Exp.;Ct=1.2;Unobstructed slippery surface 4)Roof design snow load has been reduced to account for slope, 27259 5)Unbalanced snow loads have been considered for this design. 6)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. ONE.ti 7)All plates are MT20 plates unless otherwise indicated. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1348 lb uplift at joint 1 and 1348 lb uplift at joint 11. (�rjjj jglg);resigned in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/PPI 1. May 28,2014 © WARMW-VwKY design P--'Wsrs-d READ N07ES ON THIS AND INCLUDED MnEK REFERENCE PAGE M1R7473 BEFORE USE Design v88d for use only with MRek connectors.This design 6 broad orYy upon parameters shown,and kt for an individual budding conponent onslon b for laferalApiftablirystnt�poit design lydividual m qd of OOm is of budding g designer-not truss des Bracing shown T erector.Addidonel parrtanent onsl temporary bmdn9 to irroree atabiry,dunirg construction is the reapo iuty oTOra Y�E^9 9 taadng of the overag slnlc4xe is the reaponrsbi8ty of the building desgner.For general guMorlCe regerding 2121d�rr M ri East fabdcstion,Quarry Control,storage,deivery,erection end bracing.consult ANSVrMl Quattty Criteria,DS649 and BCCWl Budding Camponsta Is S.fety kdormauon avWkbe from Tress Rate kn8tuie,593 DXkwkm Drive,Madison,wl 63719. Edgewood,WA 99371 i Job'— - -- — — Truss -- Truss Type Qly Ply Fby-b/c load ----� 1i J140872M1 A01 DBL.FAN 10 1 18273423 Truss components of WA, Tumwater,WA 98512 — - _---- - Job Reference(Optional) 7.510 s Jan 20 2014 Miirek Industries,Inc.Wed May 28 17:01b7 2014 Page 2 NOTES I D:R4Y9nziBrLPYs2h3MD7xTmzKul V-K2tWQLzHYItXSoezYyt24xCA2pgkG9XxBeD8cNzBvTQ 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-11=-46(F=-10),1-6=-128,6-11=128 II II I ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED fif"EK REFERENCE PAGE U,1_7473 BEFORE USE If Design valid for use any with MiTek connectors.This design is based only upon parameters shown,and is for an Individual buddingcorn Applimblity of design paramenters and proper inco Bracing sham r. Additional of component is crop t irisly of building designer-not buss designer.Bracing shown Tyrrell Engineering is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responslbilllty of the j erector.Additional permanent bracing of the overall structure 2121 Meridian East cture is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSIfrPlt Quality Criteria,DSB-89 and BCSII Building Component Suite 1 B Safety Information available from Truss Plate Institute.683 D'Onofrio Drive,Madison,wl 53719. Edgewood,WA 98371 Job Truss Tniss Type T_7T c loadJ140872MI A02 GABLE 18273424 n o tion I Terse Components of WA, Tunnvater,WA 98512 7.510 a Jan 20 2014 Mrrek Industries,Ina Wed May 28 17:01:10 2014 Pegs 1 ID:R4Y?nziBdPYs2h3MO7xTmzl(ul V4dZe3N?Ard 16JGN)(D4RIhZgWgTWFOtcSoC¢B VTN 7-0-0 12-6r7 18-7-0 2S-" 315-0 375.9 43-0-0 50-0-0 7-0.0 5.6-7 6-0-10 65.0 6-5-0 6-0.10 5-6-7 7.0.0 Scale=1:87.8 Hold heel plates in per engineering 6x8 3.50 12 2x8= 2x8= 4x8 4x8 5 7 5x8 MT20H% 2x8 11 2x8 6x8 4 I 5x8 MT20H 6x 4x5 \1 6 6xB 3 W6 4x5 \\4x5 \\ 2 4 9 10 4x5 // 4x5 1 4x5 // 11 8x12= 16 15 13 i4 14 12 8x12= j 6x12 M18SHS it 5x8=7x10 M18SHS = 7x8= TOO M18SHS= Sx8= 6x12 M18SHS I I 7 59 50-0.0 Plate Offsets(X,Y): [1:0-4-8,0-1-15],[1:0-4-3,1-4-8],[2:0-4-0,0-2-4],[5:0-4-12,0-0-12],[7:0-4-12,0-0-12],[10:0-4-0,0-2-4],[11:0-4-3,1-4-8],[11:G-",0-1-15],[12:0-2-12,0-2-8], f14:0-4-0 0 3 121 f16:0 1-12.0-2-] LOADING(cast) SPACING 6-0-0 CSI DEFL in (loc) Udeft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.94 Vert(LL) -0.73 14-16 >812 240 MT20 185/148 TCDL 5.0 Lumber Increase 1,15 BC 0.98 Vert(TL) -1.3714-16 >433 180 MT20H 139/111 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.42 11 n/a n/a M18SHS 220/195 BCDL 6.0 Code IBC20121TP12007 (Matrix) Weight 476 lb FT=0% LUMBER BRACING TOP CHORD 2x8 DF 1950F 1.7E*Except* TOP CHORD 2-0-0 oc purlins(2-1-0 max.). T1,T4:2x8 DF SS BOT CHORD 4-0-0 oc bracing. BOT CHORD 2x8 OF 195OF 1.7E'Except' WEBS 1 Row at midpt 5-14,7-14 B2:2x8 OF SS WEBS 2x4 DF No.2'Except* W1,W2,W8,W9:2x4 HF Stud/Std OTHERS 2x4 HF Stud/Std*Except* ST4,ST12:2x4 DF No.2 SLIDER Left 2x6 DF No.2 7-1-12,Right 2x6 DF No.2 7-1-12 REACTIONS (lb/size) 1=4310/0-7-4 (min.0-5-15),11=4310/0-7-4 (min.0-5-15) Max Horz 1=230(LC 15) Max Uplift1=1348(LC 7).11=1348(LC 8) Max Grav 1=5582(LC 2),11=5582(LC 2) FORCES (lb)-Max.CompJMax.Ten.-Alf forces 250(lb)or less except when shown. TOP CHORD 1-2=1 351313292,2-3=13206/3094,34=13114/3113,4-34=1326313269, t 'j` 5-34=13020/3281,5-6=9604/2296,6-7=9604/2296,7-35=13020/3281, 1V 1 y, 8-35=13263/3268,8-9=1311413113,9-10=13206/3094,10-11=1 351313297 0� BOT CHORD 1-16=3126/12487,15-16=-2421/10904,14-15=2421/10904,13-14=2243110904, 12-13=2243/10904,11-12=2953/12487 WEBS 2-16=287/611,4-16=1154/515,5-16=-640/2513,5-14=2672/920,6-14=-831/3984, �� Q 7-14=2672/922,7-12=-037/2513,8-12=1154/511,10.12=287/611 NOTES 1)Unbalanced roof live loads have been considered for this design. 5 2)Wind:ASCE 7-10;Vult=100mph(3-second gust)Vasd=79mph;TCDL=2.4pst BCDL=O.6psf:h=15ft Cat 1:Exp B;partially: 2729 :MWFRS Q� (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry C� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. j�NAL v 4)TCLL:ASCE 7-10;Pr-25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15):Pg=25.0 psf(ground snow);Ps=16.4 psf(roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category l;Exp B;Partially Exp.;Ct=1.2;Unobstructed slippery surface 5,),RI,,o,o',f'design snow load has been reduced to account for slope. M8 28,2014 (%A&-4OCCI�mJQ v loads have been considered for this design. y ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AfITEK REFERENCE PAGE MIF7473 BEFORE USE. Design valid for use orgy with Mrrek connectors.This design Is based only upon parameters shown,and is for an individual building component AppBcab ft of design pammenters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to maee stability during construction is the responsibility of the Tyrrell Engineering erector.Additional permanent 2121 Meridian East fabrication,quality control,storage, erection and i time Y of the building designer.For general guidance regarding Suite 1 B bracing,offio Drive. ANSUiPi1 tivallfY Crftaria,DSB-0g and BCSI1 Building Component E ewood,WA 98371 Safety Information avaieNe honor Truss Plate Institute,St13 D'Qofrio Ddve,Mad�orm,WI 53719. d9 FJlb— Truss Truss TypeQtyply 'IOrtry-b/c load0872M1 A02 GABLE 2 / 18273424 Truss Components of WA, Tumwater,WA 98512 _— — -- --Lb 7.510 saRn 2f0 Or1 NOTES 4 MTek IrWustriea,Inc.Wed qiy 0_1 ID:R4Y?nziBrLPYs2h3MO7xTmzKu1V4dZe3N?Ardl6JGNXD4R[hZgi 01 TWFOt SSooCizBvTN 7)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top ch ord dead load. 8)All plates are MT20 plates unless otherwise indicated. 9)All plates are 2x4 MT20 unless otherwise indicated. 10)Horizontal gable studs spaced at 2-0-0 oc. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1348 lb uplift at joint 1 and 1348 lb uplift at joint 11. 12)This truss is designed in accordance with the 2012 Intemational Building Code section 2306.1 and referenced standard ANSI/fPI 1. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15.Plate Increase=1.15 Uniform Loads(plf) Vert:1-11=-46(F=-10),1-6=-128,6-11=128 ® WARNING-Verlry design parameters and READ NOTES ON THIS AND INCLUDED r41TEK REFERENCE PAGE Mf1-7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not buss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibllity of the is Engineering erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding 2121 Meridian East fabrication,quality control,storage,delivery,erection and bracing,consult ANSUTPl1 Quality Criteria,DSB-89 and BCSII Building Component Suite 1 B Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Edgewood,WA 98371