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HomeMy WebLinkAboutCOM2012-00028 Cancelled Adding Dormers, Store Front and Display Wall - COM Permit / Conditions - 12/11/2014 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)427-7262 Phone: (360)427-9670, ext. 352 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 , Shelton, WA 98584 COMMERCIAL BUILDING PERMIT COM2012-00028 OWNER: BELFAIR LOG CABIN LTD RECEIVED: 3/28/2012 CONTRACTOR: ELEMENTS & DESIGN 1.206.842.7557 LICENSE: ELEMED*941 KK EXP: 5/16/2012 ISSUED: 4/18/2012 SITE ADDRESS: 23730 NE STATE ROUTE 3 BELFAIR EXPIRES: 10/18/2012 PARCEL NUMBER: 123294400010 LEGAL DESCRIPTION: TR 1 OF SE SE S 1/124 PROJECT DESCRIPTION: DIRECTIONS TO SITE: ADDING DORMERS,STORE FRONT(WHICH WILL INCLUDE FOLLOW ST RT 3 TO BELFAIR TO SITE ADDRESS ON THE RIGHT SIDE NEW DOORS AND WINDOWS)AND DISPLAY WALL ON THE NORTH END General Information Construction&Occupancy Information P Y No. of Units: 6 Type of Constr.: VB Type of Use: STRIP MALL Insp.Area: No. of Bathrooms: 8 Occ. Group: B/A-3/M Type al Work: $ 8 Fire Dist.: 2 No. of Stories: 1 Design. Load: Valuation: 5,160 Building Height: 22 Pre-Manufactur it Information Square Foo formation Make: ngth: Lot Size: Model: dth: Building: 9,360 Year: Sc�i Basement: ,Parking Spaces: Setback Information Shoreline&Planning Information Front: Ft. Shoreline: Ft. Rear: Ft. Slope: Ft. Water Body: Shoreline Desig.: Side 1: Ft. SEPA?: Comp. Plan Desig.: Side 2: 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?: COM2012-00028 Please refer to the following pages for conditions of this permit. Page 1 of 5 Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Planning Review Fee rWu A/gA/?nl9 T'tAn nn glgnignn Plan Check Fee r.MM aitRnnl9 V;A9 9d gl9ni9nn Building Permit Fee moon dllanni? (Mr,75 gi9m9nn Building State Fee r1mm All A/7nl? U rn gtgnl,?nn Total $1,812.49 CASE NOTES FOR COM2012-00028 CONDITIONS FOR COM2012-00028 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 1-800-647-09A2. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X S 2) 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 reinspection fee, based on the current fee schedule, minimum one-hour will be harged and collected by the Mason County Building Department prior to any further inspections being performed or approvals granted. X 3) 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. k X 4) WIND LOADS - Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason County is 8855 MPH. X 5) REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. X 2 6) A Class of assembly shall be installed and verified by manufacturer specifications during the inspection of this project. X COM2012-00028 Page 2 of 5 7) 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 186, 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 ancy inspections. X Im 8) Any changes in construction 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 collec n the Mason County Building Department prior to any further inspections being performed or approvals granted. 9) Changes to approved building plans that affect compliance to the current Washington State Energy Code(WSEC), ventilationrequirements), Buildin�mbing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction. X 10) 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 C ty Building Inspector shall be made prior to requesting additional inspections. X 9 o v 11) 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-cornt with Mason County ordinances and building regulations. X 12) 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 of the pit holder have prevented action from being taken. No more than one extension may be granted. X 13) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteneconnectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X 14) Structures and proposed signs approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of thecture. X 15) All conction debris shall be removed from the site and disposed of at proper Mason County sites. X 16) All welding is to be preformed by a WABO certifed welder, a copy of the certifacation is required to be provided on site for the Mason County Building inspector. X �►',� COM2012-00028 Page 3 of 5 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. Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf, represents that the information provided is accurate and grants employees of Mas n s to the above described property and structure for review and inspection. OWNER OR AGENT: DATE: COM2012-00028 Page 4 of 5 - CONCRETE MECHANICAL MANUFACTURED HOME r- o Date By -n iv Footings I Setbacks Gas Piping Ribbons o Interior Date By interior-Date By Date By Exterior Date =�, 8 Exterior-Date By Set- up 0 Point Load/Isolated Footings INSULATION Date By 0 BG I SLAB INSULATION n Date By Data By FIRE DEPARTMENT > Foundation Walls Floors Date By 03 Z Date By Data By DECKS r FRAMING Walls Date By Date By Data By PROPANE TANKS v PLUMBING Vault Date By Date By OTHER Groundwork Attic Type- Date By Date By Date By DRYWALL TYP e: n O.W.V Int.Brace Wall O Date BY Date B Rate _ B} 9 Y FINAL INSPECTION ^� Water Line Fire Separation Date By Date By Date By N O Pass or Request Inspect. o ry. Type of Insp. Fail Date Date Done By Comments c .mil !'•-� 5 G � ' l-�7- J3 on S-1,01h dl— - ee�. _ ; s i1 104-"fr,��N 11W h X or^`0& Ll 0 TTge \ (SEE ENERGY Al, ob Tele MN GROSS AREAS. NW Corner Septic lids SE 1/4, SE 1/4 3� �oste� �" vc North Line of the FIRST FLOOR CC 0 " pv Utriit ' Wood fer,�e SE 1/4 SE 1/4 8908'02"E 1321.78' SITE DATA; pavement ow r WW�� �t tttt erv�c p Oy �.r� �Q f'iee�s Foley$S4>-�� - - _—_ _ Conc. Pa a>o File 9 �� ��•,� �� station OWNER: BELFAIR L MAILING ADDRESS: Concret NEW reta fining SS c/o SHOWN RS d� I S t 5 t :::::Ir:::::::::::::::::: sNADE� ;; PHONE: (206) 855-8 (6)TOTAL H ::::�,:::: ... n I SITE ADDRESS: 23/ Sign La05 �� I BRIEF LEGAL DESC ... C ~fo' 4g 6' :arc::::::::::::::::::::: n TAX PARCEL NO: 1; . ..... " AREA: 1,00 ACRES If AD EXISTING II LOG ZONING: MIXED US uI.Si DING In et - LAND USE: RETAIL 15 5 if N,41/D 88 if p Q i SCOPE OF 0 ` : II ` ADDITIONS AND Al � Soul er (� �\ STRUCTURE a APPROVED La ::::::::::::::::::::: If I MASON COUNTI( DCD PLANNING 6" Concret o 'i? n SITE PLAN REQUIRED TO BE ON SITE 0 r inin wa ..''{.......... ii $ CHANG SUBJET TO APPROVAL z g i..:.:.:.:.:.:.:.:.:.:. i... di 6" Co cret BY Date 2 ?-(I(?/ / etatni g wall if Bench Mark z p o a I I .;.;::H. .. i mop - - - r�LFR�rFo septic to � N8908'02." PLANNING W � � '• � t . 6" Concret / retaining wall ALL SETBACKS ARE MEASURED FROM THE FURTHEST JTRUE PROJECTION OF THE BUILDING NORTH RECEIVED SITE PLAN MAR 2 8 2012 GENERAL NOTES; SCALE, 1' = 30.00' 426 w CEDAR SJ JA GG/\ 4v 4.y sJcL.0 b Iv4�-5 �i► �r-Gt�1 •1� G ! / r ci,o B' /a e k✓�. `/1�.��`n '.'_ � a � tt� /k fy�-tom, % w.-'�- l �a. 1 OIL o� r�� (4/16/2012) Larry Waters - Belfair Log Plaza - Revised Calculations Page 1 From: Jay Bartram <prodesign@seanet.com> To: Rod Mager<magerarchitects@gmail.com>, <law@co.mason.wa.us> Date: 4/1 3/201 2 9:44 AM Subject: Belfair Log Plaza - Revised Calculations Attachments: BELFAIR LOG PLAZA STRUCT BASIS OF DESIGN R4-13-12.pdf Rod and Larry- Yes in the RISA printout it had a code check on seismic to the UBC97. That is corrected, I also found on my excel lateral sheet a reference to an earlier IBC code, also corrected. The seismic module in RISA was not used for this model, I brought in the seismic force as a generic lateral force, a check of the member stresses after the run found the same results. The calculations for the IBC code item on wind is the same for the two codes. John (Jay)Jay Bartram PE On 4/11/2012 12:10 PM, Rod Mager wrote: > Hi Jay, > I just got a call from the plan checker in Mason County. > He said all looked fine, except for statement that the > moment frame calculations conform to 1997 UBC Seismic > Requirements. He says he recognizes it's an older > building, but new work has to conform to new code. Could >you call him and straighten out? > His name is: Larry Waters Ph: 360-427-9670, Ext 285 >Thanks much! > Rod Contractors or Tradespeople Printer Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ELEMENTS i3 DESIGN UBI No. 602587996 Phone 2068427557 Status Active Address 8253 Hansen Rd Ne License No. ELEMED'941KK Suite/Apt. License Type Construction Contractor City Bainbridge Islan Effective Date 5/16/2006 State WA Expiration Date 5/16/2012 Zip 98110 Suspend Date County Kitsap Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company ISLAND DESIGN LLC Business Owner Information Name Role Effective Date Expiration Date MOLDON, LAUREL A Partner/Member 05/12/2006 Bond Information Bond Bond Company Name Bond Account N umberl Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 jCBIC ISG6718 04/25/2006 jUntil Cancelled 6 $12,000.00 05/16/200 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 6 Coomes River Ins 000313261 06/28/2011 06/28/2012 $1,000,000.0002/23/2012 5 Comes River Ins 000313261 06/28/2010 06/28/2011 $1,000,000.0005/17/2011 4 JAMES RIVER 00031326 04/28/2008 04/28/2011 $1,000,000.00 06/10/2010 INS CO 3 JAMES RIVER 0031326 04/28/2008 04/28/2009 $1,000,000.00 04/28/2008 INS CO 2 CENTURY CCP473670 04/28/2007 04/28/2008 $1,000,000.00 04/19/2007 SURETY CO 1 CENTURY CCP417121 04/28/2006 04/28/2007 $1,000,000.0005/16/2006 SURETY CO Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https:Hfortress.wa.gov/lni/bbip/Print.aspx 3/28/2012 MASON COUNTY PFRWT t�O.C� BUILDING PERMIT APPLICATION � ,�� 426 W. Cedar• P.O. Box 1 B6, Shelton,WA 98534 Shelton(360) 427-9670•Belfair(360)275-4467•Elmer(360) 482-5269 On the web www.co.masart.wa us �'� ' '�� APPLICANT INFORMATION CONTRACTOR INFORMATION Owner lset-!FkIIL L06r se,el a 1-T©, ComparryName t^LL--Mee 41� A F tr t l MaiTtng Address 7 72 S I"-IC- "O fRl'A STR "C MaifiingAddress '7 Za& Met 9 1 Crt -yQJir u8L"% 4 S• State`A Zip Code B I t o Cry 6611t' bC tO 1.S.State p Code Lb Phone aOG- 855-87$h_pther Ph. Phone C(I' 89 A—715 ? Other Ph_ t Lien/Title Holder B E LFA'R- S11. t-T o CoiraG lr Reg.g Et-E tE l4 D. t't E mail address P u( "'`" a rti @ ►'h e.4a w1 E Mail Address p a-,1. mat der ri P? rA e cc we Drivers Lic. DOB Drivers Lis # DOB SEPTIC I WATER SYSTEM INFORMATION-Connect to New Septi E)dsting Sepfic e- i FZ- Conned to Water System Name of Water System Well Water System Name of Water System PARCEL INFORMATION-12 Digit Parcel No 1? 32 9 44- 000 1 0 Fire District Legal Description 5�2q - 23 N - 1 W Site Address(Please include street name,street number and city) a 3 73 o 0 E �ram aID 3 Directions to site g -Fs" F`hl�s• `f F3��8 Will timber be cut and sold in parcel preparation?Yes AO is properly within 2W of Sattwaier Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs ]15% Is this permit submittal the result of a Stop Worts Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB-New Add x Alt 'K Repair Other PRIMARY RESIDENCE❑ SEASONAL ❑ Use of Building Clot.''" ew-jxL- Describe Wrxk p-DO-rbP-v%^eA.-b ��E �Q e� �SPLA-�` WA►,t✓ No.of Bedrooms No.of Bathrooms Square Footage-1st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq.ft. Garage Attached Detached Carport Aitached Detached MANUFACTURED HOME INFORMATION -Make Model Year Length Width Serial No. No.of Bedrooms No-of Bathrooms Type of Heat Purchase Price$ Replacement Unit? Yes/No Installer Name Certification No. Od1 N3V BUI.DER submsion of ro=zzte riorrnation may rea$h a slop work order or pemt revocanon.Adz of such is by sign re below.I declare that I am the owr>A owners tercel reprove,or the cortractoc I further declare tint I am ermiied to receive his Paam t and to do tf-e work as proposed in the appticalim I declare that I have obtmed the pernassion from all floe retry parties.tf pemisssari is rimed"vim any easement h ober.or any of er party in r>terest regarding fis appicafm or the work proposed in the app5mMon,I have obtiried peannsm from them to apply for the permit and condrr#the work propose;- The owner or aged on owners behak represents tt iat the runn-safirr provided is acarate and grants errQbyeE�s of Mason Comity access to tie above described property and shic re for review and arspeafion. P of CONTNVAnON OF WORK IS BY MEANS OF A PRDGRESS UtSPECTKK 1 Y_ X F,=vcxw6 wt AK.. pvcmh Date- 0.3- I2_ �`- owner/ Reprrta5ve Con (mcSCate vnc�tn one) O W A, S '2 C G - -- -3 —16 FOR OFFICIAL USE BEYOND THIS POINT Accepted by: DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Planning Departrnent Environmental Health Department Public Works Department Fire Marshal - Z FEES Builfing Permit Fee Site lnsp9CtjDn ' }` 00 Plan Review Fee EH Review Fee Plumbing&Base Fee Planning Review Fee Mechanical&Base fee Other C Wood/Gas/Pellet Stove Fee She Fee Violation Fee Pre-Paid at Submittal Valuation$ TOTAL FEES Pro Design P.O. Box 699 Tracyton, Washington 98393-0699 Phone& FAX(360)377-1026 July 16, 2012 Mason County Building Department P.O. Box 279 Shelton, WA 8584 RE: Building Permit No: COM2012-00028 SUBJECT: Revision#1 to Permit Drawings Belfair Log Plaze As discussed in the letter from Rod Mager on June 22, 2012. several revisions are being made that reduces the scope of the project as follows: 1. Not alter the existing openings for windows and doors in front elevation, but replace the existing windows and doors within the existing openings. This deletes all structural work in 2, 3, and A/S1 as well as the tube col detail above the S1 title block. 2. Eliminate Signage recess from 'Chimney. No structural effect. 3. Eliminate Beams connecting columns—these beams were non-structural so no problem to delete. However, Rod's letter of June 22 indicated that the LVL truss reinforcements may also be deleted. Those need to remain at the gables. Enclosed is a revised Basis of Design of this date and SK1 and SK2 showing the changes needed for the above. Please call if there are any questions or concerns. Yours truly, J. G. (Jay) Bartram, PE Structural Engineer _\ B AI�O 672 {v R�C/STERE° SI G NAL EXPIRES 5-17-2014 BELFAIR LOG PLAZA STRUCTURAL EVALUATION BASIS OF DESIGN, AND CALCULATIONS Prepared for Mager Architects By J. Bartram PE March 26, 2012 Revised 7-16-12 in Bold This project is an alteration and renovation of an existing log structure building with the existing conditions based on limited existing drawings and a site check by your firm. The log structure walls are used as bearing walls and are 10 feet high. The roof is made up of common wood trusses spanning from the rear wall to the front wall. Your as builts indicate the trusses were designed for the stepping front wall location and the trusses cantilever to the front edge and have the member verticals at the locations shown in your sections. The foundation is a thickened edge monolithic slab with the front foundation being 24"x30". The original construction dates from 1982 so would have been constructed to either the 1979 or 1982 Uniform Building Code and Mason County had good Code Enforcement at that time. The probable roof truss design values were 10 PSF top chord and 10 PSF bottom chord dead load as well as a 25 PSF or high Roof Snow Load. Wind loads are comparable to the current code. Seismic forces, however are significantly higher with the current IBC09. The IBC09 does not require upgrades to existing structures for the current code loadings, however alterations to the building shall either a) meet the current code values or b) not increase the loading on existing elements above the pre-altered state. This alteration is performing 3 distinct elements structurally. First, the front wall is being opened up for storefronts from the existing door plus two punched windows Omitted . Second, installation of shed and gable roof elements are added. and Third, a chimney type structure is being added to one end. It has been decided to not alter the existing front wall, the additional load to perform the gables on the roof changes the building weight by only a few%, below the threshold for a seismic upgrade. The roof elements are adding about 5 PSF of dead load in the areas receiving the same. The framing utilized is loading the trusses in a similar manner to the existing. All point loads are being placed onto the truss panel points. Also the majority of these additions are basically over the front wall, with the framing designed to minimize truss loading. The roof alterations are within the loadings assumed for the design at the time of truss manufacture. The chimney structure has a number of cantilever logs projecting from the element. Assuming the cross log is 2 feet in front of the support and is a log with 1 SF of area, it would weight about 40 PLF. Each cantilever log would have 4 x 40 = 160 lb + 300 lb man load or 460 lb. The overturning moment is 460 x 2' = 920 'Ib. The support point for the back wall is 1' away so the rear reaction is 920 lb. The front reaction is 920 + 460 = 1,380 lb. This requires 6 LHOG09 screws at its 240 lb hear load with and across rain for 1 440 lb. The rear point requires 4 screws total. allowable s ( g ) p q The chimney structure is assumed to have 40 PSF stone or masonry product applied to it with a framing weight behind it of 10 PSF. On an elements and component basis in ASCE 7 for the specific site the lateral seismic force is 0.41 W. With the 16 foot width and assuming lateral load elements at the end only that would be (8'+1.5') x (50 + 10) X .41 or 234 PLF on the end member. Above the roof assume this is doubled. The seismic force is about 2x the wind so only seismic considered. The main end posts are anchored at the roof and base slab. The reaction at the roof level is 5,627 lb and at grade of 2,110 lb. At the base (2) 3/4"anchor bolts are sufficient. At the roof use a pair of HDU5 with an allowable of 5,645 lb. Provide (2) additional hold downs nearer the ridge of the same type to ensure good connection. The FEM analysis of the frames assumed no uplift forces at the two reaction points, this puts all anchors in a shear only consideration. As such, all of the work identified in the field does not require special inspections as outlined in Chapter 17, provided that the frames and framing are able to be inspected by the building department prior to being concealed. If that is not the case, special inspection of the frames may be needed to confirm the work has been performed in accordance with the drawings. It is recommended that our office inspect the initial frame installation to ensure the conditions envisioned are addressed. Please contact our office if there are any questions or concerns. G e�� OF wasy TX �o ?6721 vW q�i3TERL ♦� �S"ONAL EXPIRES 5-17-2014 7.16.12 2x8 FLAT FOR RAFTER SUPPFJIIIIRT 2x8 ® 24 RAFTER, AtLIGN w/TRUSS / I \LVL 1-3/4 x 11-7/8 / I \ 2x8®24 RAFTERS MAX 11' gPAN CHORDS, 6 16d TOE AILED x 30' FOR RIDGE III \ SEE SECTION — — — — — — / DBL 2x8 RIPPED TO SLOPE BELOW RAFTER O DBL 2x8 WIDTH OF GABLE i I � 2x4 CLEAT. ALIGN DBL2x8 ON TRUSS VERT @ TRUSS PANEL PT III Ili ADJUST LOC TO SUIT, RAFTER JT ON CL li / i LVL 1-3/49-1/2x20' & TRUSS PLC WEB ® TRUSS NEAREST III RIDGE \ III /FRAME - - --� .- -ii EXIST — --EXIST -� ^- LVL ITC-RE p�I = -EXIST_ o= =EX15f i \ WEB REINF i1O' EA !! \ Iii / SIDE OF RI GE i i \ �L—__ - --- 2x4 CRIPPL�?i WALL ABOVE ; \ L — — — — — -- — — — — — J // - - __- _---- - _ -- __-- -_---- - - - - - --- __--_ 11 - _ _ 2x4@24 FRONT GABLE WALL DELETE NON STRUCTURAL GLB -- 1 STR U CT PLAN (ROOF FL 0 R) TS4x4x3/16 STEEL POST, SEE A/S2 - TYP FOR DETAILS. COL BEARS WHERE OLD S 1 SCALE 1 /8 1 �—0 POSTS WERE LOCATED, NOTE COL NOT STRUCTURAL LVL 1-3/401-7/8 FULL LENGTH 2x8 RAFTERS w/LUS26 HGR 0 LVL 3 2x4 POST FOR RIDGE 3 2x4 POST FOR RIDGE EXTEND DOWN TO LOG WALL 4 4'SCREWS TO LOGS DBL 2x8 x 12'SO TO RAFTER ON RIPPED BLOCK I 2x6 SILL NAIL TO TRUSS 2x8 RIPPED TO SLOPE 2x4024 STUDS,5/8 CDX SHEATH i 2 4'TLOCK SCREWS TO TRUSS NAIL ALL EDGES AND MEMBERS 8d06' CENTER ON RIDGE OF SHORT GABLES (3) SCREWS TO TRUSS WEB VERT 1''1/40-1/?x 16' 2x4024 FRAME WALL 10'TO EA SIDE \\\ - A- _ Il R- -- OF RIDGE,ADJUST TO TRUSS LOC USE 20' LVL 0 CNTRy OF LARGE GABLE GLUE R NAL LVL 7/16 PLY ONE FACE OF TRUSS ON PLY FACE,2 ROWS 16d06' ~, TO TRUSS CHORD PAD WITH 'T GLUE w/PL TRUSS ME B NAIL 2 ROWS PLY WHERE WEB NOT PRESENT 8d04'TO TRUSS MEMBERS i 5/8 PLY x 6'SP PL GLUE k NAIL 2x4 POST ON PLY Bd03'EA SIDE BELOW LVL f PROVIDE IN TRUSS FRAMING LOG WALL VARIES BELOW RIDGE h 10' FA SIDE INSTALL LVL POST OVER ADJUSTED TO NEAREST TRUSS LOGWALL ADDED GABLE SECTION S2 SCALE 3/8"=V-0" VENTED BLOCKS, NAIL ROOF Bd06'TO BLOCK NAIL BLOCK RAFT, 2 16d --- 1 _ TRUSSES DESIGNED FOR CANT, BIRD CUT EXIST LOG BEAM TO LATERALLY AS REO,4 16d TOE NAIL HOLD 'FALSE'COLUMN INTO DBL 2x4 PLATE 4---- ---� ��1 a BART'P I COL TS4x4z3/16 2x6 SILL NAIL TO TRUSS O i w/CAP PL 1/4z5z7 2x4024 STUDS,5/8 Cox SHEATH (2) 1/2'X 4 G4R LAGS NAIL ALL EDGES AND MEMBERS Bd06' ttt i COL PROVIDES STRUCT SUPPORT FOR NEW FALSE STONEWORK ?672 1 EXPIRES 5-17-2014 COL BASE PL 3/8x12x12 UP TO 1.5'GROUT, 7-16-12 (4)5/8f EPDXY ANCHORS i TO SLAB EMBED 4' BELFAIR LOG SK2 J EXIST POST FDN SIZE UNKNOWN �B ADDED SHED SECTION REVISED COL SECTION S2 SCALE 3/8"=V-0" SCALE 3/8"=V-0" Mager Architects • Custom Homes &Remodeling • Retirement & Vacation Homes • Waterfront& View Home Specialists June 22, 2012 D TERE Mason County Building Department Afi�soa REGISTERED ERE P.O. Box 279 ECT Shelton, WA 8584 1W4q4-,_ RODERICK M. AGER' RE: Building Permit No: COM2012-00028 STATE or N!ASHINGi( il SUBJECT: Revision#1 to Permit Drawings �� DESCRIPTION OF CHANGES: `TE_q�2�f z 1. Delete new storefronts, leaving existing structure unchanged,and replacing existing windows and doors with new units. , �����c��X �`s nr� W i l of L01+h rle_ , v `fflor 1�.� - mot 2. Eliminate signage recess from stone veneer wall on North end. i"-h re 'MA-0 VIA 0 b=i4c r ", ✓e ne----r-PJD sirt)- 3. Eliminate beam connecting columns at edge of overhang on West side, and LVL beams sistered beside top chord of trusses. This beam and the LVLs were non-structural for appearance only. See note on right side of Detail A/S2 of the permit drawings which states: TRUSSES DESIGNED FOR CANTILEVER. POST AND BM ONLY 9 Y SELF WEIGHT, COL PL 3/8X8X10 (4)VX4 GALV LAGS. UUJJ 9VVJ i�_ `�EAL&D Lt--- T]`r_� CI\l '�-:)ICE Pf2-c-PA R-c D -t�:)` C)F J REVISED DRAWINGS SUBMITTED:A2,A3,A4,A5,A8, Al 1. --b^V N CHANGES TO BE MADE TO OTHER PERMIT DRAWINGS: • A5- Bottom drawings should be titled (left drawing) North Elevation and (right drawing) South Elevation. • A7- Delete beam shown on top of stone column • A9- Delete entire dra If there are any que r arding any of this, p ase call me at: 360.643.3578. Thank You �� rp( 612-� is All Roderick Mager �� ��i�i�5 ��',ZSd�� /2 o5 'vc flll"� Mager Architects �� Ckzw e s 6Y� ,/mac Pam' i�o fro i rJ ;�rn r: �� sf Yvr}1Jr P.O.Box 1018, Chimacum, WA 98325 a5 rs ;Y e-0i// b� Ph: 360-643-3578 Fax: (360) 732-0875 s .� Elements & Design 3-02-2012 BELFAIR LOG PLAZA REMODELING COSTS ESTIMATE Replace existing windows and doors with storefront a lass........... 38 710.00 r r; type� Construct false chimney on North side wall as per specs........................ 17,250.00 Add various dormers on existing roof........................................................21,000.00 Construct columns at front porch, cover with cultured stone.....................8 200.00 85,160.00 These are the current estimates based on specs to date. 5��' Steven A Strunk, Project Supervisor 772.8 NE North St l5ainkn'dge Island, WA 98110 206'--842-7557 elements.Jesign@mac.com c