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HomeMy WebLinkAboutBLD2023-00607 Pole Bldg - BLD Application - 4/20/2023 MASON COUNTY COMMUNITY SERVICES Permit Nod?�& a6,?3—00607 PERMIT ASSISTANCE CENTER: •BUILDING •PLANNING •PUBLIC HEALTH.FIRE MARSHAL RECEIVED 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone 2�23 Belfair.�(360)275-4467•Phone Elma:(360)482-5269 APR APR 20 BUILDING PERMIT APPLICATION'5 W. Alder Street PROPERTY OWNER INFORMATION: CONTRACTOR INFOR 111111 NAME:Hamlin Burch NAME:Town&Country Post Frame Buildi I L M `- GO' MAILING ADDRESS:100 East Toni Smith Lane MAILING ADDRESS:16521 Highway 99,suite C CITY:Allyn STATE:WA ZIP:98524 CITY:Lynnwood STATE:WA ZIP:98037 PHONE#1:360-316-9555 PHONE:425-743-1555 CELL: NIA PHONE#2: EMAIL :permitdept(Ppermabilt.com EMAIL:HDBurch4@gmail.com L&I REG#TOWNCPF099LT EXP. 06302023 PRIMARY CONTACT: OWNER❑ CONTRACTOR❑� OTHER❑ NAME Town&Country Post Frame Buildings EMAIL permitdeptOpennabilt.com MAILINGADDRESS 16521 Highway 99,Suite C CITY Lynnwood STATE WA ZIP98037 PHONE 425.743-1555 CELL NIA PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 122172490110 ZONING RRto LEGAL DESCRIPTION(Abbreviated) LOT:D of SP M2307 AFN568400 Ptn of TR 11-D OF SE NW FIRE DISTRICT SITE ADDRESS 100 East Toni Smith Lane CITY Allyn DIRECTIONS TO SITE ADDRESS vicinity map attached IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO Q SNOW LOAD:25 psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE ❑ RIVER/CREEK ❑ POND ❑ WETLAND❑ SEASONAL RUNOFF ❑ STREAM❑ TYPE OF WORK: EW ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc)Garage IS USE: PRIMARY Q SEASONAL ❑ NUMBER OF BEDROOMS D NUMBER OF BATHROOMS 0 HEATED STRUCTURE? YES(Whole Bldg) ❑ YES(Part[s]o_f Bldg) ❑ NO❑� DESCRIBE WORK 28'x 36'Pole Building,no heat or plumbing SQUARE FOOTAGE: (proposed) 1ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE 1008 sq.ft. Attached❑ Detached CARPORT sq.ft. Attached❑ Detached❑ MANU E INFORMATION: *4 COPIES OF THE FLO RED* MAKE MODEL YEAR LENGTH 211 WIDTH BATHS SERIAL NUMBEri ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC El SEWER❑ / NEW❑ EXISTING❑� PLUMBING IN STRUCTURE? YES ❑ NO 0 If yes, attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES ❑ NO❑� EXISTING SQ.FT. EXISTING BEDROOMS 2 PROPOSED BEDROOMS.D TOTAL BEDROOMS 2 OWNER acknowledges that 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 and I further declare that-I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON { p "� COUNTY CODE 14.08.42) X ` la�E(,�rVI.Ct'X ,r.,)tily'ch 03/16/2023 Ig,e,i ure l`OWNER(Must be signed by=he OWNER) Dete DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH DocumentlD:1d47c2efObe456f4af0147d3cf733113f48BOa56ab4009acBfabac62fa226b1 Name Hamlin Burch Parcel# 122172490110 RFC VE&LO -b'0 000 Mason County OR 2 0 2023 Department of Community Deve opment Small Parcel Stormwater Management Ap1oi 5tM/A fcs%V'&page 1 of 2) Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development,or redevelopment', with more than 2,000 square feet of impervious surface2. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 2Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area " All dimensions in feet Buildings X = 36' X 28' = 1008 Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) X = Driveways X = X = Length of drive begins at the right of way X = Parking Areas X = X = Any paved, gravel or packed area per definition above table X = Patios/Walks X X = Any paved, gravel or packed area per definition above table X = Others X = X If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) 1008 If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. Digitally signed by Town&Country Post Frame Buildings DN:cn.Town&Country Post Frame Buildings.o,ou.email-permas@permabi&.com,c.US 0 3/15/202 3 X Date:202303.1516:38:30-0700' Owner/Agen ontracto (circle one)Date: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 Town &Country, A Division Of 16521 Highway 99.SuHe C e Lynnwood,WA 9W37-3161 Draw North Arrow in Circle ■ ERMABI LTe Puyallup'.(253)840-9S52•s:(4 5b:,3-1n 996-7080 Building Design FAX:(426)742Headquarters:4-M 743-1555 O FAX:(425)742-43T8•B00-624-9552 Contrectorh Uc.Y:TOWNCPF099LT Building Proud' permabit.com•facebook.com/Pwn eblR ... PLEASE CHECK � Wind MPH ,+yRoll-up doors fit in Bays (a R 11-up doors will not hit Truss Wind Exposure Roof Pitch _� Eave Height 2� Ground Snow Load 0 Minimum Clearance se® YES NO Tailings INSIDE PAD OUTSIDE PAD FLOOR PLAN RIES (please circle) gs (please circle) r4 fif� ' f I r214,1rd 1f Ca Cre- (.owl 1 I4 y' +3-7 80 �- 3'�3'f�Q ioxl oS2r�5Qtt ray Io�RPSRc., rt ' r2 �2 i2 �r t ry) --I r."',1 �-1 BUILDING ELEVATION Customer has verified and approved the orientation of the building to the North and verifies.tKat all y� items specified in Paragraph R of the contract are shown on this drawing and vice.vetsa, i CAM�' /� �t�(Gl�'�_ 1uIO1 / I Itllll illll IIII IIII Customer Name: _____ ___ [sad I1: 1 Customer Sienature: CONSTRUCTION NOTES POLE BUILDING PLANS 1. ALL DRAWINGS SHALL BE REVIEWED AND APPROVED BY OWNER AND/OR CONTRACTOR PRIOR TO BEGINNING OF SITE WORK OR BUILDING CONSTRUCTION. ALL DIMENSIONS AND SPECIFICATIONS SHALL BE VERIFIED AND ANY DISCREPANCIES,ERRORS AND/OR OMISSIONS SHALL BE REPORTED TO SOUTH VALLEY ENGINEERING PRIOR TO MATERIAL PURCHASE AND BEGINNING OF CONSTRUCTION. SOUTH VALLEY ENGINEERING SHALL NOT BE HELD LIABLE FOR ANY COSTS OR DAMAGES INCURRED DUE TO DISCREPANCIES,ERRORS AND/OR OMISSIONS DISCOVERED AFTER CONSTRUCTION HAS BEGUN. BUILDING OWNER: HAMLI N BU RCH 2. THE BUILDING OWNER AND OR CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY WORK DONE THAT IS NOT SHOWN ON OR DOES NOT COMPLY WITH THESE PLANS. BUILDING LOCATION: 100 EAST TON I SMITH LANE REQUESTS FOR ANY CHANGES SHALL BE MADE TO THE ENGINEER IN WRITING,AND SHALL BE RECEIVED FROM THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. 3. STRUCTURAL CONCRETE FOR SLABS AND FOUNDATIONS SHALL BE A MINIMUM OF 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH NO SPECIAL INSPECTION ALLYN, WA. 98524 REQUIRED. FOOTINGS AND FOUNDATIONS SHALL BE CAST AGAINST UNDISTURBED NATIVE SOIL UNLESS OTHERWISE NOTED ON THE PLANS. COUNTY: MASON 4. ALL DIMENSIONAL LUMBER SHALL BE#2 DF OR BETTER UNLESS OTHERWISE NOTED ON THE PLANS. HIGHER GRADE LUMBER OF SAME SPECIES MAY BE SUBSTITUTED FOR SPECIFIED GRADE. BUILDING DIMENSIONS: 28'X 36'X 11' 5. ALL WOOD IN CONTACT WITH CONCRETE ABOVE GROUND SHALL BE PRESSURE TREATED FOR ABOVE GROUND CONTACT.ALL WOOD EMBEDDED IN GROUND SHALL BE ROOF PITCH: 4 IN 12 PRESSURE TREATED FOR BURIAL. BUILDING AREAICONST. TYPE: 1,008 SF 1 TYPE V-B 6. ROOF B WALL WOOD SHEATHING(IF USED)-UNLESS OTHERWISE NOTED ON THE PLANS: ALL ROOF AND WALL WOOD SHEATHING SHALL BE AN APPROVED APA RATED SHEATHING,EXPOSURE I,GRADE C-D,EXTERIOR GLUE,7/16"THICK(MINIMUM). EXTERIOR ROOF FRAMING SYSTEM: PRE-ENGINEERED TRUSSES BY OTHERS GRADE SHEATHING SHALL BE RATED FOR EXTERIOR USE. WOOD ROOF SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6'O.C.EDGES AND 12'O.C.FIELD. 2X BLOCKING IS ROOF ASSEMBLY: METAL NOT REQUIRED FOR ROOF SHEATHING. WALL SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6"O.C.EDGES AND 12"O.C.FIELD OR AS SPECIFIED ON THE PLANS. 2X BLOCKING SHALL BE INSTALLED AT ALL PANEL EDGES ON ALL WALLS. WALL ASSEMBLY: METAL 7. ALL FASTENERS EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED OR CORROSION RESISTANT. ALL FASTENERS IN PRESSURE TREATED WOOD SHALL BE HOT-DIPPED BUILDING USE: PRIVATE SHOP GALVANIZED OR STAINLESS STEEL.ALL NAILS SHALL BE 0.131X3-1/4"(MINIMUM)GUN NAILS UNLESS OTHERWISE NOTED IN THE PLANS. 8. IF PLANS SPECIFY GRANULAR BACKFILL IN POSTHOLE,BACKFILL WITH CLEAN SAND OR%"MINUS CLEAN CRUSHED GRAVEL TO SPECIFIED EMBEDMENT DEPTH. BACKFILL IN 6"LIFTS AND SATURATE AND COMPACT EACH LIFT. CONTRACTOR/BUILDER: TOWN &COUNTRY POST FRAME 9. UNLESS OTHERWISE NOTED,THE 6'THICK PAD AT THE BOTTOM OF THE POST HOLES IS NOT REQUIRED FOR DOOR POSTS NOT SUPPORTING VERTICAL LOADS,AND MAY BE OMITTED FOR STRUCTURAL POSTS BEARING ON SOLID ROCK. ADDRESS: 16521 HWY. 99, SUITE C 10. INSTALL ALL TRUSS BRACING PER TRUSS ENGINEERING. INSTALL TEMPORARY TRUSS BRACING DURING CONSTRUCTION PER BCSI-610 GUIDELINES FOR POST FRAME LYNNWOOD, WA. 98037 TRUSS INSTALLATION,RESTRAINT&BRACING DURING CONSTRUCTION. BUILDING DESIGN CRITERIA SHT DRAWING LIST GROUND SNOW LOAD = 25 PSF 1 C1.0 COVER SHEET ROOF DEAD LOAD = 3 PSF 2 P1.0 PLAN VIEW WIND SPEED = 110 MPH (3 SEC. GUST) 3 E1.0 ELEVATION VIEWS WIND EXPOSURE = B 4 S1.0 SECTIONS & DETAILS SEISMIC DESIGN PARAMETERS: 5 D1.0 DETAILS Ss = 1.60; S, =0.57 SEISMIC DESIGN CATEGORY= D RISK CATEGORY = II SOIL BEARING CAPACITY = 1,500 PSF BUILDING CODES & REFERENCES COVER SHEET -2018 IBC �R Rp DRAWING NO.: C1,0 -,,-:HAMLIN BURCH -ASCE 7-16 ��4 REV.: 0 SHEET: 1 La -RON:100 EAST TONI SMITH LANE -NDS 2018 o PROJECT NO.: 12303019 ALLYN,WA.98524 x DATE: 21 MAR.2023 SCALE: NIA DRAWN BY: RCC THE PLANS FOR THIS BUILDING ARE THE PROPERTY OF SOUTH VALLEY ENGINEERING,LLC AND SHALL BE SURRENDERED UPON REQUEST.THIS BUILDING HAS BEEN ENGINEERED TO CONFORM TO THE DIMENSIONS AND 39198 South Valley Engineering BUILDING DESIGN CRITERIA SPECIFIED,AND SHALL BE BUILT ONLY AT THE LOCATION DESIGNATED ON THESE PLANS.ANY CHANGES OR MODIFICATIONS TO THESE PLANS,INCLUDING BUT NOT LIMITED TO BUILDING 4742 Liberty Rd.S#151- Salem,OR.97302 DIMENSIONS,DESIGN CRITERIA,OR BUILDING LOCATION WITHOUT EXPRESS WRITTEN PERMISSION OR DOCUMENTATION BY THE ENGINEER WHOSE SEAL IS AFFIXED TO THESE PLANS SHALL RENDER THESE PLANS NULL AND VOID,AND THE ENGINEER WHOSE SEAL IS AFFIXED TO THESE PLANS SHALL NOT BE HELD LIABLE FOR THE STRUCTURAL INTEGRITY OR CODE COMPLIANCE OF ANY BUILDING CONSTRUCTED REFERENCING THESE ANAL Ph.(503)302-7020- Fax(888)535-6341 PLANS UNDER THESE CONDITIONS. www.southvalleyengineering.com 36'-0" 12'-0" i z-w 12?-0" B S1.0 TYP o Q� DOUBLE 2X12#2 DF RAFTER PRE-ENGINEERED OR SINGLE TRUSS DOUBLE TRUSSES INSTALL PER DWG S1.0 BY OTHERS TYP EA GABLE END TYP 0 N 0 RIDGE co ¢ 0 z m 28'-0" a? c a N X 4"CONCRETE — -- SLAB ON GRADE 14'-0' x m © © 10X10 OHD © 10X10 OHD SEE NOTE 4 SEE NOTE 4 FLOOR PLAN DRAWING NO.: P1.0 OWNER:HAMLIN BURCH GENERAL NOTES TABLE 1 4,o REV.: 0 1 SHEET: 2 L-TION:100 EAST TONI SMITH LANE 1. ALL POSTS TO BE#2 HF PRESSURE TREATED FOR BURIAL AND ORIENTED AS SHOWN UNLESS OTHERWISE NOTED PROJECT NO.: 12303019 ALLYN,WA.98524 2. UNLESS OTHERWISE DIMENSIONED,ALL WINDOWS AND WALK DOORS MAY BE LOCATED BY THE HOLE DIMENSIONS y '' x DATE: 21 MAR.2023 SCALE: 118"=1'-0" DRAWN BY: RCC OWNER/CONTRACTOR IN THE WALLS SHOWN POST SIZE DIAMETER DEPTH BACKFILL NOTES 3 3. EMBED POSTS AND BACKFILL PER DWG DI.0 QA 6X6 24"0 4'-0" GRANULAR 39198 South Valley Engineering 4. CONTRACTOR TO VERIFY OVERHEAD DOORS DIMENSIONS AND CLEARANCES PRIOR TO BUILDING CONSTRUCTION © 6X6 24"0 4'-0" GRANULAR INSTALL UPLIFT CLEATS PER DWG D1.0 �� 4742 Liberty Rd.S#151• Salem,OR.97302 AND OVERHEAD DOOR INSTALLATIONS © 4X4 18"0 2'-6" GRANULAR INSTALL PER CONSTRUCTION NOTES ORAL Ph.(503)302-7020• Fax(888)535-6341 www.southvalleyengineering.com Iy1ETAl4NALl SHEATHING 18"OVERHANG PER DWG D1.0 T YP ALL SIDES 000 4112 1,00 10X10 OHD 1 OX10 OHD METAL WALL SHEATHING PER DWG D1.0 FRONT EAVE RIGHT GABLE METAL ROOF SHEATHING PER DWG D1.0 METAL WALL SHEATHING 000 PER DWG DLO 1P 4F.._._ METAL WALL SHEATHING PER DWG D1.0 1j 110 42X3-r2W 30X 68WD 36'-0° 28'-0" REAR EAVE LEFT GABLE ELEVATION VIEWS DRAWING NO.: E1.0 OWNER-HAMLIN BURCH REV.: 0 1 SHEET: 3 LOCATION:100 EAST TONI SMITH LANE PROJECT NO.: 12303019 ALLYN,WA.98524 DATE:21 MAR.2023 SCALE: 3116"=1'-0" JDRAWN BY:RCC South Valley Engineering 4742 Liberty Rd.S#151• Salem,OR.97302 Ply.(503)302-7020•Fax(888)535-6341 www.southvalleyengineering.com *ROOF PITCH PER INSTALL 2X BLOCKING 2X6 OUTRIGGER TO MATCH PURLIN SIZE ELEVATIONS BETWEEN PURLINS ATTACH EA TOP GIRT TO OUTRIGGER ATTACH TO POST W1(4)NAILS ROOF SHEATHING PER ELEVATIONS PURLIN PER PLAN W1 SIMPSON LU26 HANGER ATTACH TO PURLIN BLOCK W!(2)NAILS INSTALL PER DWG D1.0 OR(1)SIMPSON A35 ANGLE _ TYP EA SIDE OF POST PURLIN SIZE AND SPACING PER PLAN INSTALL(5)2X6 BEARING 2X FASCIA , OUTRIGGER BACKSPAN SHALL BE NO LESS INSTALL PURLIN AND PURLIN BLOCK PER DWG D1.0 BLOCKS TIGHT UNDER EA 2X4(MIN)PURLIN BLOCK THAN OVERHANG LENGTH TRUSS HEEL AND BETWEEN ATTACH FACE TO TRUSS TOP ATTACH EA TRUSS TO SUBSEQUENT FLAT GIRTS CHORD W1(3)NAILS POST W1(8j ENSURE FULL CONTACT BEEN TRUSS,OUTRIGGER AND NAILS o TWE° TOP GIRT ATTACHMENT ATTACH EA BLOCK TO POST o 41'1(10)NAILS TRUSS TOP CHORD TRUSS AND BEARING BLOCK PER DETAIL 1.1 " TYP EA CORNER POST TRUSS BOTTOM CHORD FLAT GIRTS PER DWG D1.0 BEARING BLOCK MUST PROVIDE FULL FLAT GIRTS PER DWG D1.0 ATTACH TO POST PER DETAIL 1.1 BEARING FOR TRUSS HEEL BEARING BLOCK PER DETAIL 1.3 DETAIL 1.1 CORNER POST TRUSS ATTACHMENT WITH FLAT GIRTS o° PRE-ENGINEERED SECTION B ° BEARING BLOCK PER DETAIL 1.3 TRUSSES BY OTHERS 2X BLOCKING SETW'EEN PURLINS YP EA SIDE OF POST PER PLAN VIEW GABLE TRUSS CONNECTION W/FLAT GIRTS ATTACH TO TOP OF RAKE BEAM W1(2)NAILS INSTALL 2X BLOCKING &(1)SIMPSON LPT4 FRAMING PLATE 2X6#2 DF GIRTS PER DWG D1.0 PER DETAIL 1.2 PURLIN PER PLAN FOR 14'SPAYS INSTALL FLAT W12X4 STRONGBACKS @ 48'O.C. PURLIN PER PLAN ATTACH TO TOP OF RAKE FOR 12'SPANS INSTALL FLAT @ 24"O.C. INSTALL PER DETAIL 1.2 BEAM W1(2)NAILS HEIGHT PER INSTALL(4)2X6 BEARING RAKE BEAM PER PLAN VIEW ATTACH TO EA BLOCK W1(1)NAIL ELEVATION BLOCKS TIGHT UNDER EA VIEWS P.T.POST PER PLAN VIEW RAFTER AND BETWEEN SUBSEQUENT FLAT GIRTS 'NALL SHEATHING PER ELEVATION VIEWS ATTACH EA BLOCK TO POST INSTALL PER DWG D1.0 WY(10)NAILS RAFTERS PER PLAN DETAIL 1.2 TYP ALLIWALLS TYP EA CORNER POST ATTACH TO POST W1(6)NAILS PURLIN/BLOCKING ATTACHMENT TO RAKE BEAM FLAT GIRTS PER DWG D1.0 2X6X16"LONG BEARING BLOCK 2X4 P.T.SCREED BOARD VA TIGHT UNDER INSIDE RAFTER& &2X6(MIN)P.T.BOTTOM GIRT INSTALL 4V! 3' CONCRETE SLAB PER PLAN VIEW' CORNER POST ATTACH BLOCK TO POST 2X BEARING BLOCK TO MATCH POST W1(10)NAILS WIDTH FREE OF SPLITS AND SHAKES ( )NAILS EA END BLOCK BEFORE AND AFTER INSTALLATION SECTION C GABLE RAFTER CONNECTION WI FLAT GIRTS " T 3. (3)314"0 BOLTS WI NUT& 144"MINNFLAT WASHERS EA SIDE # HOLE DEPTH PER POSTHOLE 3 PER DWG D1.0 ' PLAN VIEW TYP ALL POSTHOLES NOTE:ALL DIMENSIONS ARE MINIMUM 1-112"MIN_ DIMENSIONS AND MAY BE INCREASED TYP 1-112"MIN BUT NOT DECREASED ---�� ----- DETAIL 1.3 DIAMETER PER PLAN SCALE:NTS VIEWBEARING BLOCK DIMENSIONS&BOLT SPACING SECTIONS & DETAILS F_ R DRAWING NO.: S1.0 OWNER:HAMLIN BURCH SECTION A p4 REV.: 0 SHEET: 4 LOCAT1ON:100 EAST TONI SMITH LANE PROJECT NO.: 12303019 ALLYN,WA.98524 DATE: 21 MAR.2023 SCALE: 318"=1'-0" 1 DRAWN BY: RCC 3 South Valley Engineering 4742 Liberty Rd.S#151• Salem,OR.97302 (7NAL Ph.(503)302-7020• Fax(888)535-6341 www.southvalleyengineering.com P.T.POST INSTALL(3).20d HOT-DIPPED GALVANIZED PER PLAN NAILS 2'INTO FA POST FACES ADJACENT ATTACH Fit PURLIN TO PURLIN TO CONCRETE SLAB AT MID-SLAB DEPTH INSTALL(2)NAILS IN EA BLOCK W7(31 NAILS CONCRETE SLAB PER PLAN ROOF CONSTRUCTION END OF PURLIN OVERLAP PER DETAIL 1.6 ROOF CONSTRUCTION 1 ' : DEATAIL 1.6 ,ti+ GRAND BACKFILL PER PLAN INSTALL(2)NAILS IN EA HOLE EP,4BEDMEN INSTALL PER CONSTRUCTION NOTES Eti OF PURLIN OVERLAP • -yr�. �-, DEPTH PER DEPTH � INSTALL 2X8(MIN)P.T.UPLIFT CLEATS ON • PLAN ALL SIDES OF POST AT BOTTOM ATTACH INSIDE PURLIN TO — — ATTACH EA CLEAT TO POST Wt(6) j i EDGE OF BLOCK WI(4)NAILS — PURLIN PER PLAN } ..6d OR 20d HOT-DIPPED GALVANIZED NAILS TRUSS TOP 2X6 FLAT BLOCK CHORD OR RAFTER 6'THICK CONCRETE PAD d INSTALL PER CONSTRUCTION NOTES ATTACH TO FA TRUSS ATTACH 2X OR 4X PURLIN BLOCK DIAt,1ETER TRUSS TOP CHORD Vltr(3)NAILS TO EA TRUSS TOP CHORD OR PER PLAN RAFTER WI(2)NAILS DETAIL 1.1 DETAIL 1,3 DETAIL 1.4 POST EMBEDMENT DETAIL PURLINS STACKED AND OVERLAPPED GRANULAR BACKFILL PURLINS STACKED AND OVERLAPPED (ONLY AT OVERHANG) • GIRT PER DWG S1.0 PURLIN PER PLAN INSTALL#99 X 1'SCREWS WI • METAL BUILDING INSULATION(MBI) j NEOPRENE WASHERS U5 9'O.C.FIELD 2X STRONGBACK PER DWG St 0 AT THE (OPTIONAL-SEE NOTE 3) PAINTED OR GALVANIZED 29 GA(MIN) PLACE SCREWS NEXT TO EA TOP EDGE OF EVERY OTHER GIRT TYP IN ROOF ^ RIBBED METAL SHEATHING LARGE RIB AS SHOWN ATTACH TO EDGE OF FLAT GIRT i( WI NAILS @ 8'O.C. PAINTED OR GALVANIZED 29 GA(MIN) SEE NOTE 1 I<I !I RIBBED METAL SHEATHING OVER MBI (IF INSTALLED) , ATTACH METAL SHEATHING ;I II, PER DETAILS 1.8 ATTACH EA GIRT TO ROOF OR WALL FRAMING POST WI(3)NAILS ATTACH METAL SHEATHING PER DETAIL 1.8 DETAIL 1.8 DETAIL 1.5 DETAIL 1.6 DETAIL 1.7 SCALE FLAT GIRT INSTALLATION WI STRONGBACK METAL SHEATHING ATTACHMENT EVERY OTHER GIRT ROOF SHEATHING WALL SHEATHING STANDARD SCREW SCHEDULE DETAILS R DRAWING NO.: D1.0 OWNER:HAMLIN BURCH REV.: 0 SHEET: 5 LOCIMN:100 EAST TONI SMITH LANE GENERAL NOTES T x PROJECT NO.: 12303019 ALLYN,WA.98524 1. ALL NAILS INTO PRESSURE TREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED DATE: 21 MAR,2023 SCALE: NTS I DRAWN BY: RCC 2. UPLIFT CLEATS AND/OR CONCRETE BACKFILL ARE NOT REQUIRED UNLESS SPECIFIED ON 39188 South Valley Engineering THE PLAN VIEW 4742 Liberty Rd.S#151• Salem,OR.97302 3. METAL BUILDING INSULATION IS NOT REQUIRED BUT IS RECOMMENDED TO REDUCE OR OIy� Ph.(503)302-7020• Fax(888)535-6341L PREVENT CONDENSATION www.southvalleyengineering.com oo c�o� a 8`�310 '�`tio•p -E D PI.ANNIN� APR 20 2023 615 W. Alder Street Town & Country, A Division Of r vrr.c I Iu21 R E R MAa I LT 16521 Highway 99,Suite C•Lynnwood,WA 98037.3161 Please Check After Doing Site Plan: Septic and drainfield Q Lot size Draw North Arrow in Circle Puyallup:(253)840-9552•Chehalis:(360)996-7080 (�Property dimensions Sewer lines Elevation of property Administrative Headquarters:(425)743-1555 Existing buildings EySetbacks of proposed&existing buildings KBodies of water 0FAX:(425)742-4378 • 800-824-9552 'proposed building Main road with name FIOOrplan Contractor's Lic.C TOWNCPF099LT • permabilt.com • facebook.com/permabilt $Easements Access to proposed building lopes 8`ontours(5'increments) Building Proud'"" Job Name: ) Job Site Address: "L.) Legal De: Tau Account#: 2 2 2 y U l y dLDa0a3 - COV' ,� «t �E EIV -_ APR 20 2dl A 2-� 615 W. Alder Street 5fA � I oft r L use s -e X���;"t i n� �1 ProPosej guc��� ;hn 100 Clear; ILX), 1�r►t.+s S forth 4✓A f�r 4o (Y w 4-e4-,- 4-0 4o s pla sti blocks 6 � ' hAfH raI vegefaf%oil �hS+Q min. 2 sp)o5k bl-ocks I c K - -- I I I � � /40^� 2 �I yy I �re DO NOT SIGN INCOMPLETE SITE PLAN! Customer has verified and approved the location of the building,orientation of the building to the North,and verifies that Grid White-Customer Copy Plain White-Office Copy all utilities are shown on this drawing in the correct location. CUSTOMER SIGNATURES LEAD I IIII'I IIIII'III IIII V � ©2012 Perma-Bilt®Industries FR-34 10/2022 f j