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HomeMy WebLinkAboutBLD2005-01713 Detached Pole Garage - BLD Permit / Conditions - 7/20/2006 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 Not$ Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2005-01713 OWNER: JOHN REEVE RECEIVED: 9/29/2005 CONTRACTOR: TOWN & COUNTRY POST FRAME BLDS 425-743-1555 LICENSE: TOWNCPF099LT EXP: ISSUED: 1/19/2006 SITE ADDRESS: 401 NE HAVEN LAKE DR TAHUYA EXPIRES: 7/19/2006 PARCEL NUMBER: 223305000113 LEGAL DESCRIPTION: HAVEN LAKE TR. 113 PROJECT DESCRIPTION: DIRECTIONS TO SITE: DETACHED POLE GARAGE - STOCK PLAN NO. 2003-0040 BELFAIR TAHUYA FROM NORTH SHORE, RIGHT TO HAVEN LAKE, LEFT ON HAVEN LAKE DRIVE, FIRST DEIVEWAY TO RIGHT AFTER WHITE MAILBOX WITH "WELCH" General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: VB Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: U Lot Size: Deck: Type of Work: ACC Fire Dist.: 2 No. of Stories: 1 Occ. Load: Building: Garage-Detached 864 Valuation: Building Height: 20 Occ. Status: Primary Basement: Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: E 52.0 Ft. Shoreline: Ft. Water Body: HAVEN LAKE SEPA?: No N 5.0 Model: Width: Ft. Rear: 37 Ft. Slope: Ft. Shoreline Desi Side 1: .0 Ft. 9.: Urban Year: Serial No.: Side 2: S 5.0 Ft. I Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee CMH 9/29/2005 $67.05 B12005000 Planning Review Fee CMH 9/29/2005 $155.00 612005000 EH Plan Review CEW 10/6/2005 $35.00 612006000 Building State Fee ARC 10/18/200 $4.50 612006000 Building Permit Fee RTB 1 1/912 0 0 5 $307.25 612006000 Public Works Review PMC 12/12/200 $38.50 612006000 Total $607.30 BLD2005-01713 Please referto the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR BLD2005-01713 CONDITIONS FOR BLD2005-01713 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-T4 982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 2) All 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 Departmp,nt prior to any further inspections being performed or approvals granted. X 3) In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads," all new structures that require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background. Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted by the jurisdiction and the international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting ins e io�,s, X 4) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the 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 o ,approved documents will result in failure of required building inspections. 5) This structure is approved as un-heated space. If at any time this building is to be used for anything other than what it is approved for, a change of use permit h be applied for, reviewed and approved prior to the change. X 6) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X 7) The"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, then 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 BuiJdin D artment prior to any further inspections being performed or approvals granted. X BLD2005-01713 Please referto the following pages for conditions of this permit. 2 of 4 8) This structure is limited to U-occupancy use only(private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the international codes and Mason County Regulations unless a "Change of Use" permit is applied for, reviewed and approved. X 9) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be char shall be collected by the Building Department prior to any further inspections being performed or approvals granted. X / PI 10) All construction must meet or exceed all local ordinances and 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 pe mit remcation. X 11) 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 and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. 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 . c 0, 12) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County X in egegulation, must be reviewed and approved by Mason County prior to construction. X 13) 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 In ect r II be made prior to requesting additional inspections. X 14) All property lines shall be clearly identified at the time of foundation inspection. X 15) 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 Ma on o ordinances and building regulations. X BLD2005-01713 Please referto the following pages for conditions of this permit. 3 of 4 16) 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 permit hol er havesprevented action from being taken. No more than one extension may be granted. X 17) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors nd flashing. Install metal connectors approved for contact with the new types of pressure treated material. X c 18) Approv d per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 19) Water alit ' not to be degraded to the detriment of the aquatic environment as a result of this project. X 20) Prior to final approval, all upland areas disturbed or ew created by construction activities shall be seeded,vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X 21) The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report or assessment. Structures and/or land modifications (grading, cuts, fills, etc.) required in the geotechnical epo / essment, may require a seperate permit. The geotechincal report/assessment shall remain attached to the approved building plans. X 22) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. X 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 Mason County access to the above described pro and structure for review and inspection. OWNERORAGENT: DATE: BLD2005-01713 Please refer to the following pages for conditions of this permit. 4 of 4 o CONCRETE Gas Piping MANUFACTURED HOME , m o Interior-date By i m C) Footings I Setbacks Ribbons G Extergr-Date By M 6 J Date ' q INSULATION Date By w Foundation Walls BG!SLAB INSULATION Set-up = Date By Date By Date By Z FRAMING Floors FIRE DEPARTMENT Date By Date By Date BY Walls DECKS PLUMBING Date By Date By Groundwork vault TANKS _ D Date By ate By Date By Attic MINN Date By OTHER Date By DRYWALL Type: Date BY Water Line Date BY Type: Dais By Int.Brace Wall Date By MECHANICAL Dlresepet�an a te �' FINAL INSPECTION o I� c Date By Date BY to '7_ Z� o6 By 7 O a Pass or Request Inspect. 5 Type of Insp. Fail Date Date Done By Comments w �r 8A 11�\ Ft4?*V tAl o j- � 3 C l0 0 k�C it'f d J LA.A � 0 II► Request To Revise An Approved Plan Permit Number: BLD200 - D 1713 Name J oN N Parcel Number :2,23 3 0 - .So - Oo 113 Phone Number daytime ( 3&o ) 275'-72-39 Project Address 901 WE, HAwN LA" 'DR, Mailing Address H61 N ,F, NAVVl-1 L'akr Die, TANVyA, UJA �BS88 �C14NUYR : WPt �8586 Please provide a complete, detailed description of the proposed revisions to the approved plans: _Rt!pUcML 'Bt,IL 1Ir)is FRoh )� -c3G X 1 (n' Tc� A 2'� �c 3;2 1 C /ANC 0Tpo-z T!AZ `P Ropp� Are two sets of the revised plans or addendum indicating the changes included? F�Yes ❑ No Are the approved site plans included? V Yes ❑ No Are the revisions clearly and accurately identified on the plans or addendum? 1f Yes ❑ No Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes VNo If Yes, Has the engineer or architect approved this revision? ❑ Yes R(No Is a stamped and signed approval included with this request? ❑ Yes d No (Note:No structural changes to a"designed"plan will be approved without the written consent of the engineer and/or architect of record.) Does the proposed revision modify the footprint or location of the structure? d Yes ❑ No If Yes, Is a revised site plan, with all new setback dimensions included with this request? Pf Yes ❑ No Additional Information: N tT FotZ DRI rlAL, So'5M 1''tAL A A5 No'T BFQIJ 155vM_D , Applicant's signature Date: 11. 3 o� Office Use Only Received by: Forward to departments indicated below: Approval/Date ')!!f, Building Original Valuation: $ Additional Valuation: $ W Planning it t a Sq.Ft. x$ $ Sq.Ft. x$ $ Environmental Health Total New Valuation $ ❑ Public Works Additional Fees: Additional Planning Dept. $ New Setbacks: Front / Rear / Additional Plan Review $ Additional Building Permit $ Side1 / Side2 / Additional Plumbing $ Additional Mechanical $ Additional Conditions/Comments: Additional E. H. Dept. $ Other $ 3:)WO 21IW139 Total Amount Due: $ 9001 e n A(lAl Amount To Be Paid Up-Frontff�A $ 13 V Toth initial Revised SRG MOW MASON COUNTY PERMIT NO.�QO�' n l 'r1 3 BUILDING PERMIT APPLICATION 426 W. Cedar • P.O. Box 186, Shelton, WA 98584 C Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner 40wg RE&V E Company Name 'j'DAW * 1200 4TRY BU IhDI N`S Mailin Addres ,E Mailing Address i City State W�Zip Code S city� y�fiAl _ State U_ Zip Code Phone - Other Ph�360-34o•3T97 Phone 800.82+GMS2 Other Ph. 2 -7,1 - j Lien/Title Holder Contractor Reg.#Tda14CPF0'TRLT Exp. 30 o E mail address E Mail Address Pyli B IL-T.C'OK Drivers Lic.# DOB Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to Ne Septic 0 0 Existing Septic tJ U Connect to Water System N 0 Name of Water System Well-±LD--Water System-8-a-Name of Water System PARCEL INFORMATION - 12 Digit Parcel N( 5,000 113 Fire District Legal Description HAVER hA k[ 'TKACT 11.3 Site Address (Please include street name, street number and city) y 01 H�F 111KH LA k[ DRI V$. TA H VYA Direc 'ons to site Q 0. 4 o A X VC Va T It DFILIIng 10f AFTtR UNITEY W I WE LC Will timber be cut and sold in parcel preparation?Yes AQ 0 N Is property within 200'of Saltwater Lake River/Creek Pond_ Wetland Seasonal Runoff Stream Slopes or Bluffs 1 15% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes` .A TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE S ASONAL Use of Buildin Ca ❑ &RB T_ Describe Work � 9 No.of Bedrooms No.of Bathrooms Square Footage - 1st Floor 8(014 2nd Floor 3rd Floor---,*-- loor Basement Deck hovered Deck Other Sq.ft. Garage Attached Detached _-Jr—Carport Attached Detached MANUFACTURED HOME INFORMATION - Make k 1A 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. I 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 the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare the bave obtained the permis- sion from all the necessary parties.If permission is required from any easement holder or any other party in don applica- tion or thplication, I have obtained permission from them to apply for this permit and c ct t e'4u�r roposed. e wo pro s n t p X Date: MITI a S SEP 2 9 2m caner/O ners Representative/ ontracto (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT R OFFICE Accepted by: Planning Pd Ck# Date Bld Pd Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED A NOTES Building Department Planning Department Environmental Health Department Public Works Department Fire Marshal 3 b _ FEES Buildinq Permit Fee Site Inspection j Plan Review Fee EH Review Fee Plumbing & Base Fee Planning Review Fee Mechanical & Base fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee "0 EA)X, Pre-Paid at Submittal Valuation $ 'Zd toT 2 TOTAL FEES OWil L 11I1 Sutte C•18521 Hlyhwsy 99•Lynnwood,WA 98037-3191 Please Check Afbr Doing Bib Plan: ❑Septic and drainfield ❑Lot size Draw North Arrow in Circle P T FRAME BUILDIN — Everett:(425)258-4171 Puyallup:(253)840.9552 ❑Property dimensions ❑Sewer lines ❑Elevation of property Administrative Headquarters: (425)743-1555 ❑Existing buildings ❑Setbacks of proposed&existing buildings ❑Bodies of water FAX: (425)742-4378 Toll Free: 1-800-824.9552 1-05WOOD.�, ar Contredors Lk.A TOWNCPF099LT ❑Proposed building ❑Main road with name ❑Roorpian Quouty:tJu.Future Depends On Ic." OE asements ❑Access to proposed building ❑Slopes&Contours 5'Increments) Job Name: 0 H i' �' A F E�/ - Job Site Address: 01 N,E . µ PAC N p Ke. R .3 3 US D o I S3 Legal Description: U s r Tex AocounfA': � � I ' `lo C Lf _O `Fyo,o SIC) W 38L' ,� ��ft.l�tlihMQr . eff�/►YICIL Kf� � N r I S LOP U n u W bEctc I�TIt`i� POW ° Tu l/%K� I I I n � rt�l�t�arr I I I 768� Yr p rA I ► I Ice S ` S1 S �, ENVIRONMENTAL REVISED HEALTH DATE �I 0 i Town 4Z ttIItTy® Suite C•16521.Highway 99•Lynnwood,WA 98037-3161 POST FRAME BUILDINGS Everett:trade Headquarters: Puyallup:(743)840-9552 Building Design � Administrative Headquarters: (425)743-1555 FAX: (425)742-4378 Toll Free: i-800-8249552 -'-`— Contractors Lic.#:TOWNCPF099LT Quality:Our Fuft n Dep-6 On It."' 04© F ASE CHECK FLOOR PLANDraw North Arrooll-up doors fit in Bays Wind MPH oll-up doors will not hit Truss Wind Exposure N_{ Root Pitch Eave Height V�T Snow Load Minimum Clearance Lt at 1 nit ortLY1 t i *41 RikI ' II i t 1 � n w� �■ —4- `1, - - - } - , • f ' t j i ,tea -!■��■+..`�a� -�L�\--` :■�wair urlwf tar■!� ■Iw.r��.+� BUILDING ELEVATION Customer has verified and approved the orientation of the building to the North and.-verifies that all items specified in Paragraph B of the contract are shown on this drawing and vice versa. Customer Name: Lead# do 17k Customer Signature �N.STgTF MASON COUNTY BPS �i c 19- DEPARTMENT OF COMMUNITY DEVELOPMENT ° S° Planning Division o Y �? P 0 Box 279, Shelton,WA 98584 of �0Y (360)427-9670 1864 NOTIFICATION OF INCOMPLETE APPLICATION November 01 , 2005 JOHN REEVE NE 401 HAVEN LAKE DR TAHUYA WA 98588 Parcel No.: 223305000113 Project Description: DETACHED POLE GARAGE - STOCK PLAN NO. 2003-0040 Dear Applicant: You have submitted a permit application (case no. BLD2005-01713) for proposed construction or development in the county. Upon review of your application, I have determined that the contents of the application are incomplete or do not provide enough detail for review. Therefore, review of your application will not proceed until the necessary information is provided (see the comment section of this letter for details.) Once the information is submitted and the application is complete, I will continue to process your application accordingly. If the additional information is not provided to the County within 180 days of this request, the application shall expire and no further action on the proposed development shall take place. Please contact me at (360) 427-9670, ext. 294 if you have questions. Sincerely, Charles ead McCoy III Land Use Planner Mason County Planning Department 11/1/2005 1 of 2 BLD2005-01713 NOTIFICATION OF INCOMPLETE APPLICATION 11/1/2005 Case No.: BLD2005-01713 Comments: Due to slopes immediately adjacent to the project a Geological Assessment will need to be done to address slope stability and the other requirements of the enclosed landslide hazard chapter 17.01.100 section E. 4. The report must state that the hazards of the landslide area can be overcome in such a manner as to prevent harm to property and public health and safety, and must also assure the project will cause no significant environmental impact. See Mason County Code 17.01.100, E7. Please review your Geological Assessment prior to submission to ensure that it contains the information required in section E. 4. of the enclosed ordinance (highlighted section). Missing information will result in further delays in the review process. If any grading / excavation is proposed in or near slopes a grading plan will be needed to show any proposed topographical changes, cuts, retaining walls etc. 11/1/2005 2 of 2 BLD2005-01713 a Y X DETAIL 7/2 (OR) 1 1 DETAIL 8/2 W/ NOTE ooF> PER g W w NO POST. NO(29 GAUGE) DETAIL 6/2 '7 ^ c ? 3) o 1 1 IS 12 ova v 7- 4 (MAXIMUM) DETAIL 9/2 I I I SIDEWALL POST I I / PER SCHEDULE A z I I II IINm d I I SCHEDU FP(4D N i t I I DETAIL 5 2• SCHE ULE OPTIONAL EAVE E a_ a I I I VEARHUE OVERHANG PER �"' INTERIOR RAFTER o O I 1 DETAIL 2/2 PURLIN PER DETAILS PER SCHEDULE G. .J o 3/2 & 4/2AND SCHEDULE D. POST PER a 1 I I I I SCHEDULE A. = o GIRTS PER U v II II w r DETAIL 12/2. INTERIOR POST PER x SCHEDULE K. > suo iUW T 0 I I II z II ENDWALL POST PER (NOTE.- POST MAY '� J SCHEDULE B. 29 CA. METAL NOT BE REO'D AT z vWi 11 w 11 WALL CLADDING DETAIL CENTER OF BIDG.) a x I PER NOTE #4, 13/2. d W SHEET #3. V)o PERWSCHEDULE B. ' 1 II Wa II PER N Ill. NG FLOOR _f I I PER NOTE Ill. \ � p-- I I I I SHEET 13.) (D V-) III II Il 0 1 1 CL x / N IIII I I INTERKN7 FOOTINGS I I I I I I I p 11 1 III IIII I I AND D��",6/2 III III � i i I I I I III IIII 1 ► I OR PER SCHEDULE W III III INTERIOR POST u Li Li AND DETAIL i 6/4. IJ LL PER SCHEDULE K. I I II II FOOTINGS PER SCHEDULE H C- v AND DETAIL 16/2 OR PER POST SPACING POST SPACING SCHEDULE U AND DETAIL 16/4 FOR SPREAD FOOTINGS. N I I II II SPAN 0 II II Y TYPICAL SECTION THRU GRID SYSTEM II II 1 0 �1 I I Full truss engineering must DETAIL 8/2 be available on site at Co 3 AB7 ENE ; ; — framing inspection POST (TI'P-) BAY SIZE BAY SIZE BAY SIZE NL� NG P (14' MAx.) (14' MAX.) (14' MAX.) (29 GAUGE) 7 S 12 (MAXIMUM) SIDEWALL LENGTH PURLIN PER DETAILS r7 ` 4 tf FOR MAXIMUM SEE NOTE 1 ja & 4/p AND �O '7 8. 6DOPTIONA SCGNN LLEt EAVE THESE PLAN-3 MUST BE OVERHANG PER PLAN 7q. Aep�ovo6 PANS DETAIL 2/2PER � � ON THE JOB SITE SUPPORT eLocx PER TRUSS 6Y oTH FOR INSPECTION. � 'S� P� scH c AND DETAIL 1/2. _ F ASy /, POST PER SCHEDULE � ���E2�L Nofcs GENERAL NOTES x a b /7• I � ' Z 3 Z(4- ZS L ►� W WALL C CLADDING A METAL GIRTS PER DETAIL 12/2 z jp Q PER NOTE 14, 3 .S(o.L 3. �. 1 SPAN BUILDING MEETING THE REMAY BE QUIREMENTSFO ANY SIDEWALL LENGTH THESE PLANS WHERE �� Aw 9�9 O �� 7Sp ON CLADDING �HEET 3. 2 G�- RATIO OF LENGTH TO SPAN IS EQUAL OR LESS THAN 3. (r `CGT V AIll. U SHEET 3 DET 3/2 3 FLOOR L4,J a 2. SPECIFIC BUILDING DIMENSIONS, WALL OPENINGS AND ACCESSORIES f�1,(AL TA z r ARE INDICATED ON PERMABILT BUILDING DESIGN SHEET. (ATTACHED) REVISED 3. BUILDING MAY SY BE A COMBINATION OF CLF?RSPAN V �AND GRID SYSTEM SIMILAR TO PLAN. E!CPIRES QS/ZO/O6 l III Q DATE `� V CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. 3 U 2004 1 1 I I I S E P I I FOOTINGS PER SCHEDULE H �, UNHEATED >J AND DETAIL 16/2 OR PER SPAN u SCHEDULE U AND DETAIL 16/4 MUST MEET ALL CURRENT CHIV FOR SPREAD FOOTINGS. WASHINGTON STATE CODES �' y G J STRUCTURE SUBMrT CHANGES FOR APPROVAL meet PRIOR TO PERFORMING WORK X TYPICAL SECTION THRU CLEARSPAN � ^ pool ICNNS arse t APCTI'AZr EACH tw BLOCK' (ma -- '•'••.a �� •' t^� FrARl SCR[a nut rETt d POST --\ Uo law tFn am ro taomur - - - KAM PER K r/ POSL fa.+-1 ROM pomm to(T►J 16 FOR nNOW�ro� :A. µ RAKE KAM ru tta�wrn s FOR PIRHLN PER �, Mali r4. - rk"M spEDULE a 1a a POSR RAt2 BEAAt Pot SC-ECLs r FOR RAKE PER lie MUTE K 1�Nrs' - � SCHEDULE r is a POST ��K 1'-e'LAP t•-6'L.AP LRFL o C C a J CACI Q M BIDCK,MAL TD - }ia m EACH F AMM }fa ro EACH FMRN e p? O / H WAVE CRT •I Tt4S5 9 2-16L Att EACLEDH to 4'D.C.STADCiRtLD r 6 t el r/},a NAL Atli PURIJH m c d P»Ei5 O V v a SCR S FOR / AS SIH.TtttAS r/]-ia 11 RA.T O PEN M r1 JI . 2r FASCIA ♦I As sows ,J T C 4 POST. P1�N_� PER d(T K •I SEI S/2 r//}1 a v 4-,a(i7PJ P R D TA L m PUIBJI Rd a CCRER nsTJ 116r T C N nsr. 6 1a(m-) (T+►J szrPs�Mrs1e to w�i uahiURIM m 2.�mcu r[a x.ltxHa ru a AT caetot rosr.> o a ETOKA L MDpC OtoT=4*4 SCHEDULE F. SCHEDULE E. BOLTS POt SIDE a��H n ./('7) 10d t1j• - I INL m ECAY r/ 2.NACK r WWTH IMl m�Ji1 w/ 70; P BLOCK OST-�'M S�ULC C '� TRUSa M�iS•POST - to•,Y aC m W1�� Hal•,Y OL !ML r/6-16L TALL PAIEO, ^ C •(7) TOd. q' 131-im G10H E1O W W POST S•OAaO®• MAL r/12-fa STACCEA= (S-la AT CORMOt POSE.) sW67c>N 1rte1e SCRE7t3 FOR MARS•TRUSS (6-1a AT COR2ER POST.) 2.BLOCK EACH STRAP a EMONALL GATT PER � AS 9404M oR( Out•DYL WmHaiT POST /WATCH \S:0�4EX%Z 'a' Hap[K naTs PER .2//a• ac GOI no a wPW Put TO w3cm 2:e Bwoc o PCW. •.BLOOM ST[IL STRAP SCNmLLt C POST SCHEDULE 6 PANELS POST PER V/6-1a. 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EACH SWEE 4-Idd EACH�� TO DORER (ENE To BDpD Oo 1R81 a caeca T2_ CIMSIDE MIEL SiCRF1W IITa►a+Dw AS FOR GMT I I. .I U) •N2 BEAM PERMm J4. I J'FT napA 2-1a t1DD4•L PAAQ 93430 Q • ••• w TO TomSEapdtGATTI• 'DDWILL FOST o-1aRAKE m E/AALL PU XCIT µ'10 RAKE aR SLaoLOST FOR CO TmA.OUS MIOC TRUSS 2.d Ft:p TMSLS RHIL�m�tS-1a FOR SINOLZ SPMt W/}taO a CORNIER POST.)OYP.) 00•ALL POST SOC TRtes TOP CORD CX (.'O BOLTS PEJ• ►AttLa R BLOCK r/TOT„ 4�H PO . 50�AL a t t t + xtiaL RAFTERS MY NOTE 7/OI}POST. .) ►AHt15 2.BLOCK EACH SCC PStH hart r � t t t t // dTnE sg m mrtR6AOus RAF7T1R5 SHOT p SHALL PAIRIS WTOH 4. RPIflmR POST a Posr r ronH ro WTa POST aLE (PLUS y»p+mf�ua a PER p J2- Rti[RfOR POST 4.BLOCK FOR put Sa1FStAL K BUILD ro Wt701 bE 1,C*h?f70Ma ` WEST or _ PER SCHEDULE K DOUBLE RAFTUM O yu KAM DONALL POST I ' —{—WOQT DLd)CSM Or - �.—�SOESE OF - R UOWILL PW U-NA ENCOAL POST 0. >= SE00N AT ENDWALL W—ITER.U�SS SECTION AT ENDWALL W/ OVERHANG SECTICN AT END W1 OVER 1WTMR POST/RAFTER CON RIDGE POST/RAFTER CONNECT10N NO POST RIDGE CONNECTION 2 +'-+'-d o rF rAa1 sROL tMw x�Er RAF10tS ro METAL RDTr }ta METAL ROM ro TAP S PLT/x-717 WIVE WSTC N 0 NAM 1RO1 LLVP-tD TOE NAL TEE► TOOERQ r/Sod• r rosT tOTF Roor a'�PANELS • 1� Ox_SU000® SEA16 TREK tLW ./OOPS a Loa m POST r/3-fa AND TWAS/POST Cf 01,11012.Elewo r SO SLOPE Is LLSS INAM MIAN SLENt 3 Usm PER OCTAL 2/2 TWW SLOPE - POst ��PER C . A"FOAM�7'S sm• WOM m Ii6 GrEL FAQ WILL PA+EL 2.ATDEi m,wu1 3 3 FOR PERM PERt IQEE W701 PAST T[ Wr NOT BE IRO'a MIL m PCv 1P/ • POII OR IOt MOrtrs I PO5T KOOL Rao( o t• SCE W. }Ia ORM101 a n 4•CDEOEiE 1Wtn TO roSE r/1.1a. EWE GATE • A14E,(TV4 +a GAL FLOOR SAD 14 0 TIE STRN r a.1-1/2' • 10•.+• \ WILL CtA00.0 WILL P.d6 scwm •` A. _ MARS pER M CAA BUR W Pbt1.7 PER 2.6 P.T.QRT a...;1:'?i,; ENCH FOR GATT I171 NOIE K .1 • a PLAT H J :P' •'a••. �(TO wan •i 4•1K D�PER •// Nam_ 1 — 2� • n IWUSS ANCHOR EW1. POST PER R4170"ANDSANASCIN BUD=m WATCH ROM SOEDIR a p RAFTER Put AL'FJetO[ n n �►=gd 1MLS. it I J SECTION A-A OF M106O POST. — - •2C T lr 2-1a B[IO ARCUIO I I 2 Q JJ EACH SCR Or POST. n \ ALTERNATE taCRla1 FOOTING }la EACH DRtE Pot COM[LTOM �TMHOEY6 PE1t I 6-10d(TT.) I F OM ORDER r 3.R►DC[EACH ^ RAFT06 PER J " o ` a s•r B0.T]POR Cf 7t sT10V - ([��IDq I srC010 BOOR SIX ,10ST r/MCRH SCHEDU E G SAW AND OClT1(1 µpet A 4m Y`WIL FAIR (1`Yn10tT PER 3 THY SPAN1CX SWPLL POSE MAIL W/3-ia • TOR POtitS FACE {-1a DOUtl RKTDLS a r/ (1)dapt BXT PER � ry __ BOIfOY OR x-ta EACH so[ 46�1L!a MLT.►Atds PER POST PER SCHEDULE A 2.dDCK fIOH TIE STRAP �� r - STOW.2a. O/6• MAID ro annERt m ar sT6TVEta ,S P.T.T-CRT As PER OEUL t2/2 pLtrOCD 2.4 ON CDOE PER 0 1a•tHr oL CRT CID ao wTE N a Jit BI�DO(OKOSI� KT a 131 r.}1/1• o•� WATCH FOR cow UAW LPL•fY— a BASE OF WALL WHIM w LAIL •46•ac To W" OF POST LLILa 4. EaR SEE C-METAL ®_SIDEWALL POSTRAFTER CONNECTION LEAN— ILDING CONNECTIO TYPICAL EAVE GIRT SPUCE WALL GIRT DETAIL i w1om 2ri r WALL PANELS 2 t'.rd 2 r.rd 2 t•-1•d 2 t•-t'-� 2 t•-t'd PIRLN (x)2.6 BLOat BE711m1 Z z 1wRTHa DRIOBOW mE MAIL 2.4 JIM ROOT f WALL 1A PUER4 WL BLDCKS./ 2 P� {---}-a POST. (m WWH T-CRT m x-10d.l-t/2'KtLs NO T16M/POST I hIEM m EA. a1Jrb.W MAILSI I 1 POSE POST r/2-fa a EACH GATT COMtLT� aDCK.(T7P.) •4'—STAGGER® O (SLY►-) DETAL, OVER Goty BNAaw W FOR HCs WITH a,T GATT \♦ I , , H U sysTN H2s u •;;;:0 `. LOAFER 12•or 3m otT•TLA1 v1cITF•Ho PURL24 00 ro TRUSS V/ � - PLAN-L k'. Sd aALV. OR RAFTER(T7P.) �L O BE ELL. ' .• •.tj'fj, POST 1HA15•6.O.C. STEEL STRAP 24 BRACE./(3) - `,Gt TDOMS CAL N10BOR DOBAIL li (pat WMIO)./(12)#&w a DEL BLOM SCE rG5'T POSE m T Y ���-WOOD eases AT r~�pry CC� ,• 1a•24'aG �' O L �• �•SL�C WtERE LE)IGM Of BRACE r.••... BACK dap®R EOaE1 9RM BRACE CoWPIGTIOM _�, •L______ ___ • USE a COOLOt On EKCEMS S'-C ADD FUT a ..... ':: OF SAIL PER 12-10a TOLL REa STMI TALL BOARD MATS T-CRT•24'OL 'T•BRACE 7Sa OE LENGTH v ';a wrz 06 FACE MNL 2.4 TO aP9tio oMQ�eTtr'Pacsr. at COWL•T oG su OCTAL,2/x �L1 19969 FOR T-aRR AX&MG, 1a• ,Lac :WAWA . PaSr.,2-,a • I 2.4' \ �Sf-.S.:J.i;'• \ r wwm PAD TFACE NAAL O PWr W/M T• aa -1a f+t C£M Roo'F �1 St OR 9-43 Of �\\ POST m x ONAL WL( / �/� / C0NO1�NOL ELEVATION r/o'R"M NOTE OR ri°t - mum j (S)swsaa SDs ur WOOD smtErs u" O S "M4K. B`W. ;AZ EOUALLY#fXEACM MY EXPIRES 08/20/06 e t �Eh}BEDDED POST f00T1NG W/ PAD Q ANTERIOR POST BRACE DETAIL 2 ,--1 0 2 .r d POST BRACE DETAJL 2 L SEP 3 0 2004 3 ENDWALL POST SCHEDULE w/ BRACE PER DETAIL 20/2 C TRUSS BLOCK BOLT SCHEDULE c p ;' e SIpEWALL POST SCHEDULE B 3 4 0 MACHINE BOLTS W WASHERS 1.) ALL WORK AND S MATERIALS SHALL CONFORM TO THE 200E IBC (INTERNATIONAL BUILDING CODE). ° o A ALL BUILDING WIDTHS TO 40 CONTRACTOR !S RESPONSIBLE FOR ALL METHODS AND MEANS. c n c L BUILDING WIDTHS TO 40 BAY EAVE HEIGHT TRUSS SPAN 2.) TRUSS DESIGN AND FABRICATION SHALL CONFORM TO THE 2003 IBC (INTERNATIONAL EAVE HEIGHT 24• 36. 40' BUILDING CODE). ENGINEERING DESIGN AND SHOP DRAWINGS SHALL BEAR WIDTH WIDTH O �F (SPAN) 10' 11' 12' 14' 15' 16' THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. 1 p' 1 1' 12' 14' 15' 16, 2 3 TRUSS BRACING SHALL BE IN ACCORDANCE WITH THE TRUSS DESIGN DRAWING. 20' OR 30' 4x6 4x6 4x6 6x6 6X6 6x6 10' 2 4.6 4.6 4.6 6x6 6x6 6x6 4x6 4x6 4x6 6x6 6x6 2 2 3 3.) BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING 8 22' OR 32' 12 LOADING: 4x6 4x8 4x6 6x6 6x8 6x8 3 cNQW LQ4R 25 psf WIND LOAD: 85 MPH, EXPOSURE B. - 4', 3,' OR 36 4x6 4x6 4x6 6x6 A. 6x8 2 2 3 8 6x8 x c_n_nBARING: 2000 psf OR 1500 psf R 8 4x6 4x6 6x6 6x6 6x8 x SEE DETAIL 1/2 (PER SCHEDULES) ALL CORNER POSTS 4X6 - ORIENTATION 28• OR �• 4x6 4x6 6x6 6x8 6x8 6xQNOT CRITICAL EXCEPT IF ADJACENT TOietnr DES1Cuto 1F�ORY: E N OPENING THEN WIDEST DIMENSION WITH Ss a 1507Cg MAX.POST IS TO BE PARALLEL TO THE °- THE WALL OPENING. c POST MATERIAL: 6x- HF/2 ROUGH PURUN SCHEDULE 4.) METAL PANELS SHALL BE BHP NOR CUD, OR EQUAL HAVING 80 KSl MINIMUM YIELD SUo c 1 Aar POST MATERIAL 6x_ HF)12 ROUGH p STRENGTH. ROOF PANELS SHALL BE FASTENED WITH �14 x 1-1/2I SELF TAPPING ! BAY EAVE HEIGHT SCREWS AT 9" O.C. ALONG EACH PURUN AND EACH RAKE BEAM AND 112 STTTCH SCREWS EAVE HEIGHT WIDTH AT 24" O.C. ALONG EACH LAP. WALL PANELS SHALL BE FASTENED W i9 x 1-1/2' BAY (SPAN) 1p' 11' 12 14' 15 16' SELF TAPPING SCREWS AT 9" O.C. ALONG EACH GIRT. SEE SHT. 1 FOR METAL GAUGE. WIDTH 10' 11' 12' 14' 15' 16' ( BAY WIDTH PURUN/SPACING 6x8 6x8 6xB 20' OR 30' 6x6 6x6 6x6 6x8 6x8 6x8 5.) LUMBER SHALL CONFORM TO THE FOLLOWING U.N.O. ON THESE PLANS: 10' - - 2X6 O 24" O.C. 2X4 THRU 2X12: HF NO. 2 22' OR 32' 6x6 6x6 6x8 6x8 6x8 6x8 10• STRUCTURAL POSTS: 4x6 HF N0. 2 545 12' - - - 6x6 6x8 6x10 � 6x6 k LARGER HF N0.1 ROUGH SAWN do AS NOTED 4', 34' OR 36 6x6 6x6 6x8 6x8 6x8 6x10 BLOCKING: HF STANDARD AND BETTER (LLJn Lj 14' _ - 6x8 6xB 6x10 6x10 2X6 O 24" O.C. -j W - OR 38' 6x6 6x8 6x8 6x8 6x10 6X10 12' 6.) EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE TREATED FOR 0.60 pI RETENTION -� _I 0 26; IN CONFORMANCE WITH AWPA C15 OR C16. ALL OTHER LUMBER IN CONTACT WITH SOIL OR — a O 28' OR 40' 6x8 6x8 6x8 6x8 BX10 6X10 CONCRETE, OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED FOR THE pcf 0 Z 2X8 O 16' D.C. RETENTION IN CONFORMANCE WITH AWPA C2. NAILS USED WITH PRESERVATIVE TREATED 2X8 DFL NO. 2 O 18' O.C. LUMBER OR BELOW GRADE SHALL BE GALVANIZED. N Q 14' Zx6 O 48' O.C. + (2) 2X6 O 48" O.C. (ALTERNATING) 7.) BOLTS SHALL CONFORM TO AST-W A307 AND HAVE WASHERS UNDER EACH HEAD AND NUT U.N.O. 8.) CONCRETE SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 2500 psi. SPECIAL INTERIOR RAFTER SCHEDULE INSPECTION IS NOT REQUIRED. RAKE BEAM SCHEDULE C' GRID SYSTEM -- 9.) BACKFlLL FOR EMBEDDED POSTS SHALL BE GRAVEL. SANDY GRAVEL OR PR RUN W/ 4' RAKE BEAM W/ OVERHANG SCHEDULE F SCREENSIZE _ BMAXIMUMY MANUALLYAMPING WITH A 20 POUND MINIMUM COMPACTIBLE- BY PING BAR IN LIFTSNOTLL E RAFTER SPAN TO EXCEED 8. ` ~8 BEAM SPAN BAY C BEAM SPAN WIDTH 10' 12' 14' BAY 12• 14' 10.) STEEL STRAP SHALL BE SIMPSON CS16 OR EQUAL WIDTH 10• 12' 14' 10' o c (2) 2X12 W/ (2)2X10 (2)2X12 (4)2X10 11.) 19/32" T1-11 OR LP SIDING MAY BE USED IN PLACE OF METAL PANELS ALONG ` (2)2X10 (2)ZX10 (2)2X12 2410 W XB LEDG 2X8 LEDGE}i 1p' (2)2X70 DFL NO2 (2)2X12 DFL NO2 (2)2X10 + ENDWALLS AND SIDEWALLS. SIDING.SHALL BE NNLED WITH 6d COMMON OR - 10' (Zx12 HF N0.1 AT 14' BA (2)1X10 SCABS GALVANIZED BOX NAILS AT 4' O.C. ALONG PANEL EDGES AND 12' BOTH IN HELD. (1)2X12 LEDG' ALL EDGES OF SIDING TO BE BLOCKED. FOR SHIPLAPPED EDGES BOTH PANELS SHALL ; y/2 DETAIL SAT 1 DET BE EDGE NAILED WITH 6d AT 4' O.C. IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. o � (2)2X10 (2)2x10 (2)2x12 (2)2x10 (2)2x12 HF tV0.1 (4)2X10 12' (2)2X10 DFL NO (2)2X12 DFL N0.1 (2)2X12 + 12.) CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. 12' = (1)2X12 2X10 SCAB e O (2)2X12 SCABS 13.) NAILS ARE COMMON WIRE, UNLESS NOTED OTHERWISE NAILS INSTALLED IN o (2)2X10 2)2X12 H.F. NO-1 W Sy�y PRESERVATIVE TREATED LUMBER TO BE GALVANIZED. d 14' 2X12 W/2X8 SCAB r (2)2Xt0 DFL N0.1 (2)2X72 (2)2x12 + (4)2X10 C " (2)2X12 SCABS HEDULE SCAB BEAM 14' � (2)2X12 DFL NO2 (2)1X10 DFL Mal + (4)2X10 DFL NOTHISTHISINTERIOR POST FOOTING SC z FOR l ALTERNATE THE RAKE BEAM W (2) �'ABSP GRID SYSTEM is TO HAVE NO CANTILEVER SPAN. BEAM k SCAB ALL BLOCK BOLTS 3/4' • CONNECT SCAB AS SHOWN AND O� ] 9 USE DETAIL 5D/2. 1Od o 12' O.C. sf (STAGGERED) V FOR SPANS WITH NO GNJT1lEVER. SCABS ALLOWABLE SOIL BEARING � 2,000 D ARE TO BE 8'-0' LONG MIN., CENTERED EAVE HEIGHT POST FOOTING SCHEDULE SEP 3 0 2004 ssI�NAL�'� R SPAN AND d RAFTER, AND NAILED TO POST Fi ppFTER w/ 1od AT 12" O.C. (STAGGERED). SPACING ip• 12' 14' FOR SPANS WITH CANTILEVER. DO NOT USE ALLOWABLE SOtL.BEARING a 2,000 psf I SCABS. USE DOUBLE THE QUANTITY OF MAIN 18' dia. 18' dia. SAVE HEIGHT �( MEMBERS. EAVE GIRT TIE STRAP Z Z POST GRID M 12' 18" dia. 1 B' d a. 24' dia. SPACING 1 p 11' 12' 14 15 16' SAVE HEIGHT 14' 18" dia. 24 dia 24 dia. O 24' dia. x 24' dia. x 24' dia. x 24' dia. x 24' dio. x 24' dia. x BAY BLDG. TIE STRAP PER DETAIL u a 10' - EEP WIDTH g• 10' 12' 13, 14, 15' 16' LENGTH 4'-0' DEEP 4'-0' DEEP 4'-3' DEEP 4'-9' DEEP 4'-9' DEEP W1 NO TIE 81�G. LENGTH ALLOWABLE SOIL BEARING a 1,500 psf 0' 4X6 4X6 4X6 x 4X6 9 4X6 I 4X6 w EAVE HEIGHT z w 12' 24' dia. x 24' dia. x 30' dia. x 30' dia. x 30' dia. x 30' dia. x 20• 36' TO 5 POST -0' DEEP 4'-3" DEEP 4'-3" DEEP 4'-6' DEEP 4'-9' DE 5'-0' DEEP 4X6 z 4X6 Y 4X6 x 4X8 x 6X8 6X6 SPACING 12' 14' Q 12' 4X6 24' 39, 40 72 6 10' (n 24' dia. x 30' dia. x 30' dia. x 30' dia. x 30' dia. x iO• x 4X6 = 4X6 Y 4X6 x 6X5 6X6 m 14' 4'-3" DEEP 4'-0' DEEP 4'-6' DEEP 4'-9' DEEP 5'-0' DEEP 5'-3' DEEP 4X6 28. 43• 84' 6 10' 1B' dia. 18' dia. 24' d°• Q NQM- DEPTHS ARE TO TOP OF CONCRETE t THESE POSTS TO BE BRACED PER 32• 49' TO 7 12' 18' dia. 24" dia 24 dia PAD OR BAGS OF MIX. DETAIL 17/2 OR USE 6x6 POST. ALLOWABLE SOIL BEARING a 1,500 psf 36' 42' MAX. 53' TO 108' 14' 24' dia. 24' dia. 24' dia. EAVE HEIGHT ALL. FOOTINGS 4'-O' DEEP POST 4p' 57' MAX. 58' TO 120' 9 SPACING 10 11' 12' 14' 15' 16' NOTE: NAIL Q1YS SHOWN ARE EACH 24' dia. x 24' dia. x 30' dia. x 30" dia. x 30' dia. x 30" dio. x SIDE OF SPLICE 10' 4'-3" DEEP 4'-6' DEEP 4'-6' DEEP 5'-0' DEEP 5'-3' DEEP 5'-6' DEEP sheet 30' dia. x 30' dic. x 30' dio. x 30' dio. x 30" dia. x 30' dia. x 3 12 4'-3" DEEP 4'-6' DEEP 4'-9' DEEP 5'-3' DEEP 5'-6' DEEP 5-9' DEEP 3 30' dia. x 30' dia. x 30' dia. x 30' dia. x 30' dia. x 30' dia. x 4'-ti DEEP 4'-9" DEEP 5'-O' DEEP 5'-6' DEEP 5'-9' DEEP 6'-0' DEEP 14'