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HomeMy WebLinkAboutBLD2005-01007 Final Pole Bldg - BLD Permit / Conditions - 9/26/2005 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phoe- (360)427(96700,ext7352 Mason County Bldg, III 426 W. Cedar P.O. Box 186 Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2005-01007 OWNER: DAVID ENGMAN CONTRACTOR: SOUND BUILDING SYSTEMS, INC. LICENSE: SOUNDBS027NM EXP: 8/19/2006 RECEIVED: 6/16/2005 SITE ADDRESS: LN BELFAIR ISSUED: 7/21/2005 PARCEL NUMBER:IU2310779055 EXPIRES: 1/21/2006 LEGAL DESCRIPTION: RVEY 10/103 (GL 1 & 2) TR 2 SP 1391 PROJECT DESCRIPTION: DIRECTIONS TO SITE: CONSTRUCT POLE BUILDING TRU BELFAIR LEFT ON NORTH SHORE. GO PAST BELFAIR ST. PARK, RIGHT ON BELFAIR TAHUYA RIGHT ON ELFENDAHL PASS. TO TO T LEFT ONBEAR CREEK, LEFT ON BLACKSMITH, RIGHT ON ANVIL LAN. SITE ON RIGHT. General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: V-B Type of Use: MH 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:192 Carport-Attached 384 Valuation: Building Height: 14 Occ. Status: Primary Basement: Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: W 73.0 Ft. Shoreline: 217.0 Ft. Water Body: BLACKSMITH LAKE Rear: E 207.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Shoreline Desig.: Conservancy Side 1: N 148.0 Ft. Sh y Year: Serial No.: Side 2: S 97.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures FEES Mechanical Fixtures Type Qty. Type Ly. e By Date Amount Receipt Planning Review Fee CMH 6/16/2005 $155.00 B12005 Plan Check Fee CMH 6/16/2005 $126.91 812005 EH Plan Review TW 6/20/2005 $35.00 612005 Building State Fee JRN 6/28/2005 $4.50 612005 Building Permit Fee JRN 6/28/2005 $195.25 B12005 Total $516.66 BLD2005-01007 Please referto the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR •' ` BLD2005-01007 CONDITIONS FOR BLD2005-01007 1) 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 Department prior to any further inspections being performed or approvals granted. X ,<�c✓ 2) 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 inspections. X /� l✓ 3) 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 shall be applied for, reviewed and approved prior to the change. X 4) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. XG�/ - 5) 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 �G✓ 6) 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 charged d shall be collected by the Building Department prior to any further inspections being performed or approvals granted. X �C 7) 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 . permit revocation. X XZ✓ BLD2005-01007 Please referto the following pages for conditions of this permit. 2 of 4 s' 8) 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 project. X E_ 9) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. X 1P�.✓ 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 County Building Inspector shall be made prior to requesting additional inspections. X ,e--L./ 11) All property lines shall be clearly identified at the time of foundation inspection. X /C�✓ 12) 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 <(.�-� 13) 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 (older haveprevented action from being taken. No more than one extension may be granted. 14) 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 /el,✓ 15) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. X /C:I✓ 16) Water quality is no�oobe degraded to the detriment of the aquatic environment as a result of this project. X � 17) Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X ,�(,`/ BLD2005-01007 Please refer to the following pages for conditions of this permit. 3 of 4 t 18), Approve per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. Xw 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 property and strueture for review and inspection. OWNERORAGENT: '�//'�� ' ` DATE: BLD2005-01007 Please referto the following pages for conditions of this permit. 4 of 4 W _ o CONCRETE MECHANICAL MANUFACTURED HOME 0 o Footings f Setbacks_ Cate By Ribbons Ga' _ oDate 8' ZG_ By 712., Gas Piping Date By 4 Foundation Walls Date By Set-up Date By INSULATION Date By BG 1 slab Insulation Floors FINAL I NSPECTION Date By Date By Date By FRAMING wails FIRE DEPARTMENT Date By Date By Date By PLUMBING Attic OTHER Groundwork Cate By Date By WALLBOARD NAILING D.W.V Cate By Date By v Water Line FINAL I qSPECTION Date By Date y (—S Date By m s Type of Insp. Pass/Fail Request Date Inspect. Date Done By Comments 5 CD `(° 17, Z a Z C v 0 c D =r o < v t r TA&Z L 1pc L C ILL Re lj3MLkP� O �l Bulling Permit # CX)L-j=y > MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 360 427-9670 CORRECTION NOTICE Job Location Z:rc� /^,'vJ L 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 code compliance 1� f�y-T�c-Z_ s3oTT�✓ c�orp.O �3�v}c l^��- � s`�" d _ L � �� 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 ❑ Make corrections, items will be checked on next inspection ❑ OK to XThis is not a complete inspection c.� Department A Date C/-' Z c--2 -pJ— Inspector 722 . ■ *« * AOT Mk *V THIV--- T A ,k �= Ta'LS°t M +� LJ L1'?ff N I i 1t 11�1 C Y :3T;y a � I 4 ^ � roc 11.1"I ' 34 z9 CZt e 1�N ' ��' M_2C 0[•89 N �6/ uv .p er 8 O ti M o k I� P, 61< men z. v eeC� O S2L£Y ILA Y -is -•^,_ z 0 1 r ZL.1L, I 7c' � ^ p I O OI ° e I b OS• Sis o C L n "r 6 Olt Lz': z o �� :t 5 z•1 I � \ ���� CA "6 La 8 1 1 MASON COUNTY PERMIT NOO�005-d ,1 U(27 BUILDING PERMIT APPLICATION 426 W. Cedar - P.O. Box 186, Shelton, WA 98584 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 onuc E.�„�n� Company Name � n . I (3,,.1a,.,9 1 fr.• r",' f Mailing Address P1 g`,s�� Mailing Address_ 3s4& Tl,,,'.,,�.,k� Raa 11 City i3e j j--r State�_Zip Code 19cls' City P.'t L-4j",.. State ��A _ Zip Code Qx a&s {' Phone 3i a-3-iL- i!r3 q Other Ph. Phone ito-aa,_ �z,s Other Ph. i Lien/Title Holder Contractor Reg. e�M Exp. k- 1s-of, E mail address E Mail Address Drivers Lic. # DOB Drivers Lic.# DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic Connect to Water System Name of Water System— Well—Water System Name of Water System PARCEL INFORMATION - 12 Digit Parcel No. s:z 31[L-?7- gvss 2 Fire District Legal Description Site Address (Please include street name, street number and city) s rn NE /L,,y f L�..�, Be�C6,r Directions to site_lew 12P i C , L..f t an Alacfh SA-fe r r_1. f Ag.f- Sf. f3._k. R. 4f A.i f& r' To h �_ Will timber be cut and sold in parcel preparation?Yes/No Is property within 200'of Saltwater Lake ,x River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New Y, Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑ Use of Building G. Describe Work /'--+,,,d-A -f I,,', -74'1 W a—l—rd wili-isa,,PF`�.�o No.of Bedrooms No. of Bathrooms—Square Footage - 1 st Floor 2nd Floor 3rd Floor Basement Deck Covered Dec Other Sq.ft. Garage v' Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year Length Width Serial No. No.of Bedrooms No.of Bathrooms Type of Heat Purchase Pri Replacement Unit? Yes/ No Installer Name Certification No. OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit vocation. Acknowledgement of such is b signature below.I declare that I am the owner,owners legal representative,or th� ++hhf�� declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I havA9aQdf ht&mis- sion from all the necessary parties.If permission is required from any easement holder or any other party in interg arding this applica- tio;4ner propo in the application, I have obtained permission from them to apply for this permit and( i " h j rr #6rosed. X Date: g�/S—d �; BE L j /Owners Representative/Contractor (indicate which one) LF'41R OFF�C FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Planning Pd Ck# Date Bld Pd Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department �8�s Planning Department Environmental Health Department Public Works Department Fire Marshal FEES Building Permit Fee qS Site Inspection Plan Review Fee \ `-t EH Review Fee Plumbing & Base Fee Planning Review Fee Mechanical & Base fee Other Wood/Gas/Pellet Stove Fee State Fee L s� Violation Fee Pre-Paid at Submittal Valuation $ `f-' TOTAL FEES 1 Lq V Pn •tCV P � 34, ,t w1 do, 1 J Dave, Engm0.n �Sv NE FJJr��� Lance p 1 �JEIi C 0.ir � 4,/A `ISS.tD' Lc,nC I GfCG� # 1�.3iD-�7- 9vSS� � N Scale � �30 riLANNING• ALL SETBACKS ARE MEASURED Vld FROM THE FURTHEST PROJECTION OF THE BUILDING 1 MASON C APPRDvFD SITE AMOUNT Y DCD PLAN c Es QurREb To N1N� �j SU T To APPRoySITC �--Date m x Y - s ti P :* A A L � Ilc , 1 N J`� NAME DaLle Erg a a i JOB ADDRESS .2sh Nt A,,,,', i pane &4oI.f- CITY DUMP ONLY ROLL ONLY EITHER CONDIT IONS Bear ree fC +f 0 t Q f O k y V t b � kIGKS M��M S As �.i1'H fl r Q { RECEIVED [JUN 16 2005 BELFAIR OFFICE ALL GOOD MAPS SHOW NORTH III - MASO COUNTY RESIDENTIAL PLANS SUBMITTAL CHECKLIST Owner's Name: Date: L. 0 Reviewed By: Documents: VBuilding Pemut Application Completed Manning Intake Checklist Completed, ��ite plan includes:Allowable building area,roof overhangs,decks,etc. ✓ire Apparatus Access Road info required. Yes;'No ner pplication Form-O Electric wall heater O Electric central furnace O LPG Furnace O Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type ) O Other: Specify: Meehafiieshqi'urphipg Application-WATER HEATER E ✓E ngineering? Yes No Snow load used: Seismic Design Category: D1 D2 —Geotechnical report or assessment? Yes No Construction Plans:_3 COMPLETE SETS Plans Legible L. Re °gnized Scale )/Elevation Views Cross Section Foundation Plan _v` oof Framing Plan Floor Plan-Use of Rooms Noted Floor Framing Plan-all floor levels represented? Loft,crawlspace,etc. Deck Framing Plan,including covered porch roof framing plan Plan Details: Ci� �� _Roof framing detail's,truss lay-out maltb needed RECEIVED _Wall Framing-Does bearing-wall height exceed 10 . (Engineering may be required) � Floor framing: Floor joists: Floor beams: JU r 1 6 2905 _Window headers. Typical header: SELFAI _Foundation: footing size,reinforcement OFFICE _Concrete Walls-Does Concrete Wall Height Exceed 9'?(Engineering may be required) Landings at all exit levels? <30"above grade? Y / N —Heated By Furnace-Location of Furnace —Fireplace/Stove Information Shown-Fuel Type? _Window Sizes Marked on Plans 2-Story Garage? (Engineering may be required)R602.10.1, I"story of a two story: D1—45%,D2—55% —Braced wall panels(shear walls)marked on plans or lateral engineering?(Plans may not be approved if not provided) COMMENTS: IRREGULAR BUILDINGS(Unusual Shape)R301.2.2.2.2 Irregular portions of structures shall be designed in accordance with accepted engineering practice. A portion of a building shall be considered to be irregular when one or more of the following conditions occur: 1)Exterior braced wall line or BWP cantilevered or offset by more than 4' 2)Roof or floor is not laterally supported on all edges 2A)Portion of roof or floor extend more than 6 ft.beyond the braced wall line. 3)End of BWP extends more than 1 ft.over an opening more than 8 ft in width below. 4)Opening in a floor or roof exceed the lesser of 12 ft.or 50%of the least floor or roof dimension. 5)Portions of floor level are offset vertically 6)Shear wall lines do not occur in two perpendicular directions. 7)When a story above grade includes masonry or concrete construction(exc: fireplaces,chimneys, and veneer). When this condition applies the entire story shall be designed in accordance with accepted engineering practice. 2003 IRC Plans submittal checklist simplified/WORD winmaN3dtl3e ioN omm Troll aBom IS)zz zzwctl•slay an Trft a30YtlY anoAn No19N31X3 tloau uo.400u (rltzza►octl d+�Id ' M31A NV1d BYOE-»t T 7s and M31A NVId �-_________________-, NOLWOMSIH11d031UWked i (- -^\�----- , 3A09V1 WdTM C90V BON 3Nn TIVMQ3JW9 I I \\ \=:�� 3Hl ONOA3a 1334 9 Ol do aNam of M I I nH3d 3e TM-13 doolj Flo jood J-- _II II tl Ij IL-------11 --------=--- --, �I if II II II hJY1nO1ON3d1:J3dlON 3iV 93Nn TIVM CWYda ATTYJLLtl3A 13SddO 13A3'1 tl001i d0 SNOLLtlOd S35M TIV a31HOddnS lON.4 tl0'tl00'Id (1)Z'ZZZIOCtl�eld (F)Z'ZZ'Z'L06tl�� MMA NOLL03S M31A NOUa3S j0ON 3HLj0 30M SIH1 NO 3Nn TMM M31A NVId 030VUS ON SI 369H.L jL _ M S31MJOONI 3Nn O3HSV0 r-=-==__��--_===--I� I II II I� _ li II II II kflH13001A11a3tlI003LL 39 lONNVO SISIOP JdOOlj tl31-1130o1 AI103tl10(33I1 3e IONNVO S1S10P k10OId IL SMVWHdVla dOOV aNV HOO"W VOd SNOLLV11PIn DNIN3d0 . 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' �8Y06-rocgt�md ofuL rvOSI word31X3 NOLLYA313 aOIH31)Ci - - .W l NVH1361011 1.4 t NVH13won I I I I I 7NIrM do( t10� i7iN1►dIM amom U LJI I II I I----- -- - ------ I-- JL__------ I M3IANOLL03s M3IANOUa3S . ----- 0 oao Lo 0 0 MAU TIVM !tea to -- M d.a30Vtla aminm 3NV1dj0�1 0 030VlJB O3HN103tl POST / BRACING NOTES ITEM DESCRIPTION 6X6 P.T. /2 H-F POST 36'-0" OUSE 3'-6' (MIN) EMBEDMENT DEPTH, 18"0 FOOTING AND CONCRETE 12'-0" 12'-0" 12'-0" BACKFILL 4X6 P.T. /2 H-F POST © O O O © USE 3'-6' (MIN) EMBEDMENT DEPTH, 1 OPENi OPEN 18"0 FOOTING AND CONCRETE i BACKFILL, NOTE ORIENTATION 06 P.T. #2 H-F DOOR POST EMBED � DIVIDE WALL � w PER DETAILS ON PFB-03 EXCEPT USE o © 2'-6' EMBEDMENT DEPTH & 18"0 ��., a (SEE NOTE 5) i CONCRETE BACKFILL (CONCRETE a cr a W FOOTING MAY BE OMITTED) of `i N NOTE ORIENTATION O U- �Ix X m J t0 N co co x N =J 0I N Z Q © N uaj O N O t0 L19 no o © © C ;c o LE I T V9'X8' OHD OPEN OPEN �w Z a OA OA Q OA fb lQ c)116 GENERAL N01E 1. ORIENT POSTS AS SHOWN. SEE SECTION VIEW DRAWING FOR POST �; R• H� EMBEDMENT DETAILS. 2. ALL POSTS IN CONTACT WITH GROUND SHALL BE PRESSURE i.1.�t" TREATED TO 0.60 pcf RETENTION CCA. 3. PERSONNEL DOOR(S) AND WINDOW(S) SHOWN MAY BE LOCATED BY r 1. rl PLAN VIEW THE BUILDER IN THE WALL(S) SHOWN UNLESS SPECIFICALLY / �� LOCATED ON THIS DRAWING. G ALLIANCE: �II I �I NE �T 4. CONTRACTOR TO VERIFY DOOR DIMENSIONS AND CLEARANCES PRIOR TO BUILDING CONSTRUCTION AND DOOR INSTALLATION. �, 39186 `� www.polebuildingengineering.com 5. ON THE DIVIDE WALL NOTED, INSTALL GIRTS PER DETAILS ON THE ��,. v��' 2700 Market_St NE-Suite A_ Salem, Oregon 97301 (503) 589-1727 SECTION A DRAWING. INSTALL TA GA METAL OVER THE GIROS T ""IONA C� _CLIENT_ OWNER / BUILDING LOCATION r TRUSS OR RAFTER PER THE STANDARD SCREW SCHEDULE ON THE STANDARD DETAILS DRAWING. SOUND BUILDING SYSTEMS DAVE ENGMAN EXPIRES: l'%04;CIS 3546 THORNDYKE RD 250 NE ANVIL LANE PORT LUDLOW, WA 98365 BELFAIR, WA 98528 ©AWANCE ENGINEERING OF OREGON. INC 1998 DATE 02 JUN 05 DWG NO: JOB N0: REV. IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY LS-fPLOT a 77 1 PFB-01 Of 07 1151045 12 4L 0 0 OPEN OPEN 12'-0" 12'-0" 12'-0" I 16'-0" 36'—0" REAR SAVE VIEW LEFT GABLE VIEW � 77 1z I I I 4 C 2 I 0 0 9'X8' OHD OPEN OPEN OPEN OPEN 12'-0" 12'-0" 12'-0" 8'-0" 8'-0" 36'-0" 16'-0" FRONT EAVE VIEW ,��.�-�� �`,;s����f• RIGHT GABLE VIEW ELEVATION VIEWS LtIANCE ENGINEERI www.polebuildingengineering.com 2700 Market St NE Suite A • Salem, Oregon 97301 (503) 589-1727 �� CLIENT Is" r _ I_OWNER_�BUILDING_LOCATION- � ' SOUND BUILDING SYSTEMS 1DAVE ENGMAN i 3546 THORNDYKE RD 250 NE ANVIL LANE PORT LUDLOW, WA 98365 BELFAIR W A 98528 ©ALLIANCE ENGINEERING OF OREGON, INC 1998 DATE 02 JUN 05 jDWG NO: JOB N0: IREV: IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: LS PLOT O-96 � PFB-02 Of 1151045 2X6 #2 D-F PURLINS 0 24" (MAX) O.C. NAIL TO BLOCKS W/ (3) 16d OR (2) 20d NAILS NAIL TOP GIRT TO POST 4 NAIL 2X4 BLOCKS TO RAFTERS W/ (4) (MIN) 16d OR 20d NAILS W/ (2) 16d OR 20d NAILS EA SIDE (6) 16d OR 20d NAILS 0 (4) (MIN) 16d OR 20d NAILS SEE DETAIL 2 (1) 3/4"0 A-307 BOLT (SIMILAR EXCEPT USE (2) ® W/ FLAT WASHERS EA SIDE BOLTS IN CORBEL BLOCK) 2X CORBEL BLOCK TO MATCH POST WIDTH SEE DETAIL 1 (SEE STANDARD DETAILS FOR BOLT SPACING & BLOCK SIZE) o X �POST DI_TAIL I 29 GA METAL SHEATHING TYP ROOF AND WALLS �; 4Z• fir/� 2X6 #2 H-F GIRTS 0 23" (MAX) O.C. \&r.,; f` c NAIL TO POST W/ (3) 16d OR (2) 20d NAILS EA END P.T. BOTTOM GIRT �= �J NAIL TO POST W/ (6) 16d OR 20d NAILS EA END S )Q 188 w o Q p,'A L�' a EXPIRES: 1';04!D� ttff:LBACKFILL PER POST/BRACING NOTES ON PFB-01 BUILDING DATA---,-" GENERAL NOTES (SEE CONSTRUCTION NOTES) WIDTH. 16,-0*" 1. GIRTS MAY BE INSTALLED COMMERCIAL STYLE 6 THICK CONCRETE FOOTING LENGTH: 11'-0 AT 24" O.C. BY THE CONTRACTOR WITH 2XROOF (SEE CONSTRUCTION NOTES) RAVE HT: BLOCKING BETWEEN MEMBERS OR WITH SLOPE: 4 4 IN N 1 1 SIMPSON LU26 HANGERS (OR EQUAL). IF 2X RAFTER SPACING: 12'-0" BLOCKING IS USED, THEN NAIL BLOCKING TO SECTION A BUILUIN6_WDL: POST WITH (6) 20d OR (6) 16d NAILS (MIN). E N C[]v EEj�j v WIND LOAD: 85 MPH NAIL GIRTS TO BLOCKING WITH (2) 20d OR 1�1 EXPOSURE: B (3) 16d NAILS AT EACH END. WWW.polebuildingengineering.com SNOW LOAD: 25 PSF 2 PURLINS MAY BE INSTALLED 4NTH SIMPSON DEAD LOAD: 3 PSF ALL1,4NICE 0 Market St NE Suite A • Salem, Oregon 97301 (503) 589-1727 LU26 HANGERS (OR EQUAL) SEE NOTE 15 ON CLIENT SOIL BEARING: 1.5 KSF _ _OWNER- - eulEoiNG LOCATION SEISMIC CATEGORY: D THE CONSTRUCTION NOTES, OVER-LAPPED, SOUND BUILDING SYSTEMS DAVE ENGMAN OR BUTTED ON THE TRUSSES AS REQUIRED IBC: 2003 BY THE CONTRACTOR. 3546 THORNDYKE RD 250 NE ANVIL LANE PORT LUDLOW, WA 98365 BELFAIR, WA 98528 ©ALLIANCE ENGINEERING OF OREGON, INC 1998 DATE: 02_JUN OS_ DWG N0 JOB N0: RE1h/� IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY_LS PLOT O 48 PFB 03 of 07 151045__ NAIL TOP GIRT TO POST 2X6 #2 D-F PURLINS 0 24" (MAX) O.C. W/ (4) (MIN) 16d OR 20d NAILS NAIL TO BLOCKS W/ (3) 16d OR (2) 20d NAILS (6) 16d OR 20d NAILS (1) 3/4.0 A-307 BOLT NAIL 2X4 BLOCKS TO TRUSSES W/ FLAT WASHERS EA SIDE 12 W/ (2) 16d OR 20d NAILS EA SIDE ®: (4) (MIN) 16d OR 20d NAILS 4 C (2) 3/4"0 A-307 BOLTS W/ FLAT WASHERS EA SIDE 2X CORBEL BLOCK TO MATCH POST WIDTH (SEE STANDARD DETAILS i PRE-ENGINEERED TRUSSES BY OTHERS i FOR BOLT SPACING & BLOCK SIZE) SEE DETAIL 1 DETAIL 1 POSTS O < Q LW �j BACKFILL PER POST/BRACING NOTES ON PFB-01 a �',. (SEE CONSTRUCTION NOTES) 6' THICK CONCRETE FOOTING BUILDING DATA: (SEE CONSTRUCTION NOTES) WIDTH: 16'-0" GENERAL NOTE'- LENGTH: 36*-0" K• �� . GIRTS MAY BE INSTALLED TRUSSSLOPE: 4 IN 1 1 BLOCKING BETWEEN THE MEMBERS CONTRACTOR OR WITH MMERCIAL STYLE ve�1l`� kf ROOF SLOPE: 4 IN 12 AT 24' O.C. BY THE CONTRACTOR WITH 2X 1 O���Sy,�� BUILDING SIMPSON LU26 HANGERS OR EQUAL). IF 2X ` �' CODE:- ( ) �. SECTION _B BLOCKING IS USED, THEN NAIL BLOCKING TO " //� E 1V C WIND LOAD: 85 MPH POST WITH (6) 20d OR (6) 16d NAILS (MIN.). br r JANC tNEE EXPOSURE: B NAIL GIRTS TO BLOCKING WITH (2) 20d OR (3) SNOW LOAD: 25 PSF 1 ,, �� www. olebuildin en ineerin .com RI i 6d NAILS AT EACH END. c� p g g g DEAD LOAD: 3 PSF 2. PURLINS MAY BE INSTALLED WITH SIMPSON �' T918b SOIL BEARING: 1.5 KSF LU26 HANGERS (0R EQUAL), SEE NOTE 15 IN Of�S ��'Ib'1 � -��� A271arket St NE Suite A • Solem, Oregon 97301 (503) 589-1727 (TYPE: SW,SP,SM,SC,GM,GC) �'j •SV T --- OWNER / BUILDING LOCAl10N THE CONSTRUCTION NOTES, OVER-LAPPED, OR ON AL SEISMIC ZONE: p SOUND BUILDING SYSTEMS JDAVE ENGMAN I BUTTED CONTRACTOR.TRUSSES AS REQUIRED BY 3546 THORNDYKE RD 250 NE ANVIL LANE IBC: 2003 EXPIRES: 12/04 PORT LUDLOW, WA 98365 BELFAIR, WA 98528 ©ALUANCE ENGINEERING OF OREGON, INC 1998 DATE: 02 JUN 05 DWG NO JOB NO: I REV IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: LS PLOT a: 48 PFB-04 Of 07115104,5 Lod RAFTER HEEL • RAFTER HEEL (6) 16d OR 20d NAILS (6) 16d OR 20d NAILS • 2X CORBEL BLOCK BY 16" (MIN) LONG 2X BLOCKING BETWEEN GIRTS W/ (10) 16d OR 20d NAILS W/ (10) 16d OR 20d NAILS IN EACH BLOCK PLACE NAILS AT 1-1/4" (MIN) FROM • PLACE NAILS AT 1-1/4' (MIN) FROM BLOCK EDGE BLOCK EDGE & AT 2-1/2' (MIN) O.C. j • & AT 2-1/2" (MIN) O.C. TYP ON EACH GABLE WALL POST }{ TRIM BLOCK FOR TIGHT FIT UNDER EACH RAFTER TYP (1) PLC ON EACH GABLE WALL POST UNDER POST EACH RAFTER GIRT NOTE: IF TOTAL NUMBER OF NAILS SPECIFIED POST WILL NOT FIT DUE TO SIZE OF BLOCKING, AN EXTRA BLOCK MAY BE ADDED TO ACCOMMODATE THE REMAINDER OF THE NAILS NOTE: ALL 2X BLOCKS TO MATCH POST WIDTH. NOTE: ALL 2X BLOCKS TO MATCH POST WIDTH. ^� GABLE RAFTER ------C N.T.S. OPEN GABLE RAFTER 2 -- N.T.S. W. FRAMING DETAILS ALLIANCE: ENGE RI www.polebuildingengineering.com NG, At 0 2700 Ma_rket St NE Suite A - Salem, Oregon 97301 (503) 589-17.27 CLIENT J OWNER_ / BUILDING LOCATION j SOUND BUILDING SYSTEMS DAVE ENGMAN EXPIHE I2,,04/cZ�_ 3546 THORNDYKE RD 250 NE ANVIL LANE PORT LUDLOW, WA 98365 �BELFAIR, WA 98528 — - - - - -- ©AWANCE ENGINEERING OF OREGON, INC 1998 DATE 02 JUN 05 DWG No: JOB N4 REV: IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN DRAWN BY: LS IPLOT @ 16 PFB-05 of 07 151045 0 - --- ---- -----.� -- -- - ------ --- 1----- ------— CORBEL BLOCK do POST I TRUSS OR RAFTER HEEL TRUSS OR RAFTER HEEL CORBEL BLOCK FREE OF SPLITS. CHECKS, AND SHAKES. CORBEL BLOCK FREE OF ? BEFORE AND AFTER NAILING SPLITS, CHECKS, AND SHAKES. TRIM FOR TIGHT FIT BEFORE AND AFTER NAILING _ TRIM FOR TIGHT FIT A-307 BOLT W/ NUT AND Z vi FLAT WASHERS EA SIDE ~ z A-307 BOLTS W/ NUT AND v w Z FLAT WASHERS EA SIDE (STAGGERED AS SHOWN) POST z ih � POST—.,, z NOTE: THIS DETAIL IS FOR BOLT LOCATION AND CORBEL BLOCK SIZING ONLY. NOTE: THIS DETAIL IS FOR BOLT LOCATION AND CORBEL BLOCK SIZING ONLY. SEE SECTION VIEW FOR ACTUAL BOLT SIZE AND QUANTITY REQUIRED. SEE SECTION VIEW FOR ACTUAL BOLT SIZE AND QUANTITY REQUIRED. CORBEL BLOCK. CORBEL BLOCK FOR (2) OR MORE BOLTS {.\FOR (1) BOLT - #14 x 7/8" STITCH — ---------- ----- ------ SCREWS O 24" PANEL OVERLAP #9 X 1-1/2" O.C. MID SPAN. SCREWS 9 29 GA METAL SHEATHING 19 X 1-1/2" SCREWS (MAX) 1/2" (MIN) EDGE DISTANCE 2X (MIN) FRAMING MEMBER #9 X 1" LONG SCREWS O 9" O.C. (MAX) 2X (MIN) FRAMING MEMBER NOTE: NO STITCH SCREWS REQUIRED 9" 2X (MIN) FRAMING MEMBER FASTEN THE 29 GA METAL SHEATHING TO THE FRAMING MEMBERS USING #9 X 1" AT 9" O.C. ADJACENT 29 G (MAX) A METAL SHEATHING TO EACH OF THE MAJOR RIBS. THE FASTENERS SHALL BE 1/2" (MIN.) FROM PANEL EDGES. INCREASE LENGTH OF #9 SCREWS BY THICKNESS OF ANY APPLIED SUBSHEATHING. 2X (MIN) FRAMING MEMBER #9 X 1-1/2" SCREWS R• N� ( `^Y TYPICAL SCREW SCHEDULE- D 9" O.C. (MAX) FASTEN THE 29 GA METAL SHEATHING TO THE FRAMING MEMBERS USING #9 X �' .�ti G` - ---- --- --- ----------- ----------- ------- 1-1/2" AT 9" O.C. ADJACENT TO EACH OF THE MAJOR RIBS. PARALLEL TO THE STANDARD DETAILS PANEL RIBS, AT TERMINATING EDGES, THE #9 X 1-1/2" SCREWS SHALL BE SPACED -----`-- --- - -- -- --- - - -RING AT 12" O.C. (ADDITIONAL BLOCKING MAY BE REQUIRED TO ACHIEVE PROPER SCREW � ILLIAINCE ENGtNE SPACING AT TERMINATING EDGES). THE FASTENERS SHALL BE 1/2" (MIN) FROM www.pOlebuildingengineering.com PANEL EDGES. THE DECK SIDE LAPS SHALL BE FASTENED TOGETHER WITH #14 X r ,191s 7/8" LONG SELF DRILLING SCREWS MID SPAN BETWEEN THE SUPPORTS AT 24" O.C. 611", 2700 Market St NE Suite A Solem, Ore on 97301 503 589-1727 (MAX). INCREASE LENGTH OF #9 SCREWS BY THICKNESS OF ANY APPLIED SSJr CLIENT-J OWNER ( BUILDING LOCATION SUBSHEATHING. ALTERNATE SCREW SCHEDULE SOUND BUILDING SYSTEMS DAVE ENGMAN 03N.T.S. — EXF'IFiES: Izm�t, 3546 THORNDYKE RD 250 NE ANVIL LANE PORT LUDLOW, WA 98365 BELFAIR, WA 98528 (DALLIANCE ENGINEERING OF OREGON, INC 1998 DATE 02 JUN 05 IDWG NO: JOB N0: IREV:� IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY LS PLOT O 16 PFB-06 of 07 151045 _ Lu1 POLE BUILDING CONSTRUCTION NOTES: 1. UNLESS NOTED OTHERWISE, ALL CONCRETE fc SHALL BE 2500 PSI 8. IF THE DRAWINGS SPECIFY NATURAL BACKFILL IN THE POSTHOLES, MINIMUM AT 28 DAYS. THE CONCRETE SHALL BE MIXED IN THE THE BACKFILL SHALL BE WELL—GRADED NATIVE SOIL (FREE FROM CORRECT PROPORTIONS PRIOR TO PLACEMENT. NO SPECIAL ALL ORGANICS AND LARGE COBBLES). THE CONTRACTOR SHALL INSPECTION IS REQUIRED. INSURE THAT THE BACKFILL IS SATURATED PRIOR TO BACKFILLING 2. ALL FRAMING LUMBER SHALL BE AT LEAST THE MINIMUM NOTED ON AND IS COMPACTED AFTER EACH 6" LIFT. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. THE DRAWINGS. LUMBER NOT SPECIFICALLY CALLED OUT MAY BE STANDARD OR BETTER. No. 2 DOUG—FIR MAY BE SUBSTITUTED FOR 9• IF THE DRAWINGS SPECIFY SAND BACKFILL IN THE POSTHOLES, No. 2 HEM—FIR. THE CONTRACTOR SHALL INSURE THAT THE SAND IS SATURATED 3. INSURE THAT AU BRACING AND BEARING AREA REQUIRED BY THE PRIOR TO BACKFILLING AND IS COMPACTED AFTER EACH 6" LIFT. MANUFACTURER OF THE PRE—ENGINEERED TRUSSES HAVE BEEN PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S 10. INSTALL ALL STEEL SHEATHING TO THE INTERIOR FRAMING INSTRUCTIONS. MEMBERS (GIRTS AND PURLINS) PER THE TYPICAL SCREW 4. THE POSTS SHALL BE CENTERED ON THE FOOTINGS. THE SCHEDUL GIVEN ON THE STANDARD DETAILS DRAWING UNLESS CONTRACTOR SHALL INSURE THAT THE BACKFILL IN THE POSTHOLES NOTED OTHERWISE. IS CAST AGAINST UNDISTURBED SOIL. 11. ALL WOOD MEMBERS, FRAMING REQUIREMENT'S AND CONNECTIONS 5. UNLESS NOTED OTHERWISE, GIRTS AND PURLINS HAVE BEEN DESIGNED SHALL COMPLY WITH IBC SECTIONS 2303 & 2304. FOR STRESS ONLY. THEY HAVE NOT BEEN DESIGNED FOR THE 12. ALL NAILS DRIVEN INTO PRESSURE TREATED WOOD SHALL BE HOT DIRECT ATTACHMENT OF INTERIOR FINISHES. DIPPED GALVANIZED. 6. IF THE DRAWINGS SPECIFY CONCRETE BACKFILL IN THE POSTHOLES, 13. OFF LOADING & HANDLING AND TEMPORARY & PERMANENT BRACING IN THE BACKFILL SHALL BE THE MINIMUM PSI AS SPECIFIED IN NOTE 1, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL INSTALL (10) F TRUSSES SHALL COMPLY WITH TRUSS PLATE ALL ALL POST FRAME SUMMARY SHEET. 20d NAILS 2" DEEP INTO (2) OPPOSITE POST FACES ON EACH POST INSTITUTE BELOW GRADE. NAILS MAY BE OMITTED IN BUILDINGS WITH A 4" (MIN) 14. IF THE DRAWINGS SHOW TRANSLUCENT LIGHT PANELS, BOTH ENDS CONCRETE FLOOR. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH OF THE PANELS MUST TERMINATE AT A WALL GIRT. WALL GIRTS HOLE DIAMETER. THAT LIGHT PANELS ARE ATTACHED TO MUST BE FASTENED TO THE POSTS W/ (4) 16d OR 20d NAILS AT EACH END UNLESS 7. IF THE DRAWINGS SPECIFY GRANULAR BACKFILL IN THE POSTHOLES, COMMERCIAL GIRTS ARE USED. THE BACKFILL SHALL BE 5/8- TO 3/4" (—) GRAVEL OR CRUSHED ROCK. THE CONTRACTOR SHALL INSURE THAT THE BACKFILL IS 15. IF PURLINS ARE INSTALLED WITH JOIST HANGERS PER THE SATURATED PRIOR TO BACKFILLING AND IS COMPACTED AFTER EACH GENERAL NOTES ON THE SECTION VIEW DRAWING THEN OMIT THE 6" LIFT. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE PURLIN BLOCKS AND INSTALL 2X CONTINUOUS BLOCKING TO DIAMETER. MATCH POST WIDTH BETWEEN RAFTERS/TRUSS TOP CHORDS. LOCATE BLOCKING AT THE TOP OF THE RAFTERS/TRUSS TOP R. H� CHORDS AND NAIL WITH 16d NAILS AT 12" (MAX) O.C. 11 ,4 ��WAsf71,� •^ AF�E3REVIATI��f���`� � c: �� r ME�C?L���: c) �� o CONSTRUCTION NOTES D—F DOUGLAS FIR OPP OPPOSITE h ,� ALLIANCE ENGINE ERING EA EACH PLCS PLACES GA GAUGE P.T. PRESSURE TREATED t7 www.polebuildingengineering.com GLB GLUE LAM BEAM TYP TYPICAL 39ISS H—F HEMLOCK FIR W WINDOW G,c �L"ISTY _ v 2700 Market St NE Suite A • Salem, Oregon 97301 (503) 589-1727 MD MAN DOOR W/ WITH S;Sf I._. �— F �l� CLIENT f OWNER BUILDING LOCATION MFR'S MANUFACTURER'S a AT uNp, SOUND BUILDING SYSTEMS DAVE ENGMAN O.C. ON CENTER DIAMETER 3546 THORNDYKE RD 250 NE ANVIL LANE EXPiRES;`►z/��aK�s _ PORT LUDLOW, WA 98365 BELFAIR, WA 98528 ©AWANCE ENGINEERING OF OREGON, INC 1998 DATE 02 JUN 05 DWG NO: JOB N0 REV:i, IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY. LS PLOT m 1 �PFB—O7 Of O7L �, -_ ._ --------1_-- 151045_._-_,�_9�