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2020.0098.BP0007 20200303BE Jahner Butcher Pole 36x36 arch and eng eseal (2)DALE BUTCHER10711 MILL ROAD SEYELM, WADOCUMENT DATE:3/3/2020ERIC J. SNIEZAK, P.E.183 MOUNTAIN VIEW DRIVEPACKWOOD, WA 98361(360)880-0524/(253)405-2200eric@ejs-engineering.comC:\Users\eric\OneDrive - EJS EngineeringPLLC\EJSEng\01 Jobs\2020 Jobs\03 Mar2020\20200303BE Jahner Butcher Pole36x36\20200303BE Jahner Butcher Pole 36x36arch and eng.MANTHESE DRAWINGS ARE A GRAPHICAL GUIDE FOR THE EXPERIENCED BUILDER TO USE AS REFERENCE FOR CONSTRUCTING THE PROJECT DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE BUILDER AND/ OR THE PURCHASER OF THESE PLANS TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION. THESE PLANS SHOULD NOT BE ALTERED BY OTHER THAN A QUALIFIED DESIGNER, ARCHITECT, OR STRUCTURAL ENGINEER.THESE DRAWINGS ARE THE COPYRIGHT OF ERIC J. SNIEZAK, P.E. OF EJS ENGINEERING, PLLC. THE PURCHASER OF THESE DRAWINGS HAS PURCHASED THE RIGHT TO BUILD THE DRAWING SHOWN ONE TIME ONLY. IF THIS PROJECT OR A DERIVATIVE OF THIS PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAWS IS TO BE BUILT MORE THAN ONCE, EVEN WITH DESIGN CHANGES, ADDITIONAL RIGHTS MUST BE PURCHASED.TO REPORT COPYRIGHT VIOLATIONS PLEASE CALL (360)880-0524.©copyright 2020,Eric J. Sniezak, P.E.ABCEFHI12345A1.0ELEVATIONSLEFT ELEVATIONSCALE 1/4" = 1'-0"FRONT ELEVATIONSCALE 1/4" = 1'-0"412212GRADE 0'-0"GRADE 0'-0"14'-0" T.O.R. AT LEAN22'-0" ROOF PEAK16'-0" T.O.R. AT MAIN WALL14'-0" T.O.R. AT LEAN16'-0" T.O.R. AT MAIN WALL22'-0" ROOF PEAK412ELEVATION NOTESFRONT, BACK, LEFT, RIGHT ELEVATIONS BASED ON FLOORPLAN.STANDARD POLE BUILDING CONSTRUCTION:STRUCTRURAL POSTS WITH HORIZONTAL GIRTS PLACED AT 24" O.C.WITH T-GIRTS AT 48" O.C.METAL SIDING AND ROOFING ATTACHED DIRECTLY TO FRAMING W/OPLYWOOD OR OSB UNDERLAYMENT.2" INSUALTION BLANKET FOR ROOF AND WALLS U.N.O.FOLLOW INSTALLATION GUIDELINES FROM MANUFACTURE FORINSTALLATION OF WALLS, ROOF, WINDOWS, AND DOORS.ELEVATION LISTED IS TYPICALLY TO THE TOP OF THE ROOFASSEMBLY AT LOCATION OF INTEREST U.N.O. DALE BUTCHER10711 MILL ROAD SEYELM, WADOCUMENT DATE:3/3/2020ERIC J. SNIEZAK, P.E.183 MOUNTAIN VIEW DRIVEPACKWOOD, WA 98361(360)880-0524/(253)405-2200eric@ejs-engineering.comC:\Users\eric\OneDrive - EJS EngineeringPLLC\EJSEng\01 Jobs\2020 Jobs\03 Mar2020\20200303BE Jahner Butcher Pole36x36\20200303BE Jahner Butcher Pole 36x36arch and eng.MANTHESE DRAWINGS ARE A GRAPHICAL GUIDE FOR THE EXPERIENCED BUILDER TO USE AS REFERENCE FOR CONSTRUCTING THE PROJECT DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE BUILDER AND/ OR THE PURCHASER OF THESE PLANS TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION. THESE PLANS SHOULD NOT BE ALTERED BY OTHER THAN A QUALIFIED DESIGNER, ARCHITECT, OR STRUCTURAL ENGINEER.THESE DRAWINGS ARE THE COPYRIGHT OF ERIC J. SNIEZAK, P.E. OF EJS ENGINEERING, PLLC. THE PURCHASER OF THESE DRAWINGS HAS PURCHASED THE RIGHT TO BUILD THE DRAWING SHOWN ONE TIME ONLY. IF THIS PROJECT OR A DERIVATIVE OF THIS PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAWS IS TO BE BUILT MORE THAN ONCE, EVEN WITH DESIGN CHANGES, ADDITIONAL RIGHTS MUST BE PURCHASED.TO REPORT COPYRIGHT VIOLATIONS PLEASE CALL (360)880-0524.©copyright 2020,Eric J. Sniezak, P.E.GRADE 0'-0"GRADE 0'-0"ABI1345GD14'-0" T.O.R. AT LEAN22'-0" ROOF PEAK16'-0" T.O.R. AT MAIN WALL16'-0" T.O.R. AT MAIN WALL22'-0" ROOF PEAKA1.1ELEVATIONSRIGHT ELEVATIONSCALE 1/4" = 1'-0"REAR ELEVATIONSCALE 1/4" = 1'-0" DALE BUTCHER10711 MILL ROAD SEYELM, WADOCUMENT DATE:3/3/2020ERIC J. SNIEZAK, P.E.183 MOUNTAIN VIEW DRIVEPACKWOOD, WA 98361(360)880-0524/(253)405-2200eric@ejs-engineering.comC:\Users\eric\OneDrive - EJS EngineeringPLLC\EJSEng\01 Jobs\2020 Jobs\03 Mar2020\20200303BE Jahner Butcher Pole36x36\20200303BE Jahner Butcher Pole 36x36arch and eng.MANTHESE DRAWINGS ARE A GRAPHICAL GUIDE FOR THE EXPERIENCED BUILDER TO USE AS REFERENCE FOR CONSTRUCTING THE PROJECT DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE BUILDER AND/ OR THE PURCHASER OF THESE PLANS TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION. THESE PLANS SHOULD NOT BE ALTERED BY OTHER THAN A QUALIFIED DESIGNER, ARCHITECT, OR STRUCTURAL ENGINEER.THESE DRAWINGS ARE THE COPYRIGHT OF ERIC J. SNIEZAK, P.E. OF EJS ENGINEERING, PLLC. THE PURCHASER OF THESE DRAWINGS HAS PURCHASED THE RIGHT TO BUILD THE DRAWING SHOWN ONE TIME ONLY. IF THIS PROJECT OR A DERIVATIVE OF THIS PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAWS IS TO BE BUILT MORE THAN ONCE, EVEN WITH DESIGN CHANGES, ADDITIONAL RIGHTS MUST BE PURCHASED.TO REPORT COPYRIGHT VIOLATIONS PLEASE CALL (360)880-0524.©copyright 2020,Eric J. Sniezak, P.E.ABCEFH123451345ABDGIIA2.0FLOORPLANSFLOORPLANSCALE 1/4" = 1'-0"14/0X14/0501I OHD10/0X10/0501I OHD3/0X6/8DOOR12'-0"12'-0"12'-0"12'-0"12'-0"36'-0"48'-0"12'-0"2'-6"14'-0"3'-0"10'-0"12'-0"36'-0"48'-0"12'-0"12'-0"12'-0"36'-0"3'-6"4" THICK CONCRETE FLOORAA3.0AA3.0 DALE BUTCHER10711 MILL ROAD SEYELM, WADOCUMENT DATE:3/3/2020ERIC J. SNIEZAK, P.E.183 MOUNTAIN VIEW DRIVEPACKWOOD, WA 98361(360)880-0524/(253)405-2200eric@ejs-engineering.comC:\Users\eric\OneDrive - EJS EngineeringPLLC\EJSEng\01 Jobs\2020 Jobs\03 Mar2020\20200303BE Jahner Butcher Pole36x36\20200303BE Jahner Butcher Pole 36x36arch and eng.MANTHESE DRAWINGS ARE A GRAPHICAL GUIDE FOR THE EXPERIENCED BUILDER TO USE AS REFERENCE FOR CONSTRUCTING THE PROJECT DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE BUILDER AND/ OR THE PURCHASER OF THESE PLANS TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION. THESE PLANS SHOULD NOT BE ALTERED BY OTHER THAN A QUALIFIED DESIGNER, ARCHITECT, OR STRUCTURAL ENGINEER.THESE DRAWINGS ARE THE COPYRIGHT OF ERIC J. SNIEZAK, P.E. OF EJS ENGINEERING, PLLC. THE PURCHASER OF THESE DRAWINGS HAS PURCHASED THE RIGHT TO BUILD THE DRAWING SHOWN ONE TIME ONLY. IF THIS PROJECT OR A DERIVATIVE OF THIS PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAWS IS TO BE BUILT MORE THAN ONCE, EVEN WITH DESIGN CHANGES, ADDITIONAL RIGHTS MUST BE PURCHASED.TO REPORT COPYRIGHT VIOLATIONS PLEASE CALL (360)880-0524.©copyright 2020,Eric J. Sniezak, P.E.ABCEFH123451345ABDGIIA2.1FOUNDATION PLANFOUNDATION PLAN NOTESPOST HOLES PLACED IN NATIVE, UNDISTRUBED SOIL.SQUARE OR ROUND HOLES SHAPES ARE ACCEPTABLE.EMBEDMENT DEPTH IS TO THE BOTTOM OF THE POST.TOTAL DEPTH OF HOLE IS EMBEDMENT DEPTH+PUNCH PAD THICKNESSPLACE PUNCH PAD AT BASE OF HOLE PER MATERIAL TYPE ANDTHICKNESS LISTED IN FOUNDATION LAYOUT.BACK FILL POST HOLES AFTER PLACEMENT OF POST WITH WITHERNON-CLAY NATIVE FILL OR 5/8" MINUS. PLACING AND COMPACING IN6" LIFTS.MINIMUM POST HOLE DEPTH IS FROST DEPTH.GROUND TYPE IS EITHER 4" THICK COMPACTED GRAVEL OR 4" THICKCONCRETE WITH CONTRACTOR CHOICE OF REINFORCEMENT TOCONTROL CRACKING.POST SIZE LISTED IN FOUNDATION PLAN.4" THICK CONCRETE FLOORFOUNDATION PLANSCALE 1/4" = 1'-0"HOLE SIZE 24"X24"TOTAL DEPTH 48"POST EMBEDMENT 42"PUNCH PAD THICKNESS 6"PUNCH PAD MATERIAL UNREINFORCED CONCRETEBACKFILL IN 6" LIFTSFOUNDATION AND POST TABLEHOLE SIZE 24"X24"TOTAL DEPTH 48"POST EMBEDMENT 42"PUNCH PAD THICKNESS 6"PUNCH PAD MATERIAL UNREINFORCED CONCRETEBACKFILL IN 6" LIFTSHOLE SIZE 12" DIAMETERTOTAL DEPTH 18" (OR FROST DEPTH, IF DEEPER)POST EMBEDMENT 12"PUNCH PAD THICKNESS 6"PUNCH PAD MATERIAL COMPACTED GRAVELBACKFILL IN 6" LIFTS6X10 HF#2 TREATED POST6X8 HF#2 TREATED POST6X6 HF#2 TREATED POST4X6 HF#2 TREATED POSTS1.03(TYPICAL)S1.02VERIFY POST PLACEMENT IN REGARDS TO ROUGH OPENING FOR MAIN AND MAN DOORS. DALE BUTCHER10711 MILL ROAD SEYELM, WADOCUMENT DATE:3/3/2020ERIC J. SNIEZAK, P.E.183 MOUNTAIN VIEW DRIVEPACKWOOD, WA 98361(360)880-0524/(253)405-2200eric@ejs-engineering.comC:\Users\eric\OneDrive - EJS EngineeringPLLC\EJSEng\01 Jobs\2020 Jobs\03 Mar2020\20200303BE Jahner Butcher Pole36x36\20200303BE Jahner Butcher Pole 36x36arch and eng.MANTHESE DRAWINGS ARE A GRAPHICAL GUIDE FOR THE EXPERIENCED BUILDER TO USE AS REFERENCE FOR CONSTRUCTING THE PROJECT DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE BUILDER AND/ OR THE PURCHASER OF THESE PLANS TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION. THESE PLANS SHOULD NOT BE ALTERED BY OTHER THAN A QUALIFIED DESIGNER, ARCHITECT, OR STRUCTURAL ENGINEER.THESE DRAWINGS ARE THE COPYRIGHT OF ERIC J. SNIEZAK, P.E. OF EJS ENGINEERING, PLLC. THE PURCHASER OF THESE DRAWINGS HAS PURCHASED THE RIGHT TO BUILD THE DRAWING SHOWN ONE TIME ONLY. IF THIS PROJECT OR A DERIVATIVE OF THIS PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAWS IS TO BE BUILT MORE THAN ONCE, EVEN WITH DESIGN CHANGES, ADDITIONAL RIGHTS MUST BE PURCHASED.TO REPORT COPYRIGHT VIOLATIONS PLEASE CALL (360)880-0524.©copyright 2020,Eric J. Sniezak, P.E.ABCEFH123451345ABDGIIROOF PLANSCALE 1/4" = 1'-0"A2.2ROOF PLANROOF PLAN NOTESROOFING TYPE, MEMBRANE, AND UNDERLAYMENT PER PLAN DETAILS.PERLINS PLACED AT 24" O.C. WITH 2xX DF#2 U.N.O.PERLIN OVERLAPPED MINIMUM 16" OVER SUPPORTS (DETAIL 4/S1.0).KEEP MANUFACTURED TRUSS SPECIFICATIONS ON SITE DURINGCONSTRUCTION.TRUSS AND BEAM TO POST CONNECTION PER DETAILS 5/S1.0 &6/S1.0OVERHANGS, IF REQUIRED, CONSTRUCTED PER DETAIL 4/S1.0VENTING PER ROOF PLAN, IF REQUIRED.S1.06(TYPICAL)S1.07(TYPICAL)S1.05(TYPICAL)MANUFACTURED TRUSSMANUFACTURED TRUSSMANUFACTURED TRUSSMANUFACTURED TRUSSMANUFACTURED TRUSSMANUFACTURED TRUSS4:12 ROOF PITCH4:12 ROOF PITCHROOFMAIN BAY 4/12 PITCHMANUFACTURED TRUSSES EACH SIDESIDE BAY 2/12 PITCH2X12 WITH 2X8 STRONG BACK EACH SIDE OF POSTALL ROOFROOF PERLINS 2X6 DF #2 AT 16" O.C.16" OF PERLIN OVERLAP AT RAFTER LINES18" OVERHANG ALL SIDES2:12 ROOF PITCH2X12 DF#2 WITH 2X8 STRONGBACK2X12 DF#2 WITH 2X8 STRONGBACK2X12 DF#2 WITH 2X8 STRONGBACK2X12 DF#2 WITH 2X8 STRONGBACK2X12 DF#2 WITH 2X8 STRONGBACK2X12 DF#2 WITH 2X8 STRONGBACK DALE BUTCHER10711 MILL ROAD SEYELM, WADOCUMENT DATE:3/3/2020ERIC J. SNIEZAK, P.E.183 MOUNTAIN VIEW DRIVEPACKWOOD, WA 98361(360)880-0524/(253)405-2200eric@ejs-engineering.comC:\Users\eric\OneDrive - EJS EngineeringPLLC\EJSEng\01 Jobs\2020 Jobs\03 Mar2020\20200303BE Jahner Butcher Pole36x36\20200303BE Jahner Butcher Pole 36x36arch and eng.MANTHESE DRAWINGS ARE A GRAPHICAL GUIDE FOR THE EXPERIENCED BUILDER TO USE AS REFERENCE FOR CONSTRUCTING THE PROJECT DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE BUILDER AND/ OR THE PURCHASER OF THESE PLANS TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION. THESE PLANS SHOULD NOT BE ALTERED BY OTHER THAN A QUALIFIED DESIGNER, ARCHITECT, OR STRUCTURAL ENGINEER.THESE DRAWINGS ARE THE COPYRIGHT OF ERIC J. SNIEZAK, P.E. OF EJS ENGINEERING, PLLC. THE PURCHASER OF THESE DRAWINGS HAS PURCHASED THE RIGHT TO BUILD THE DRAWING SHOWN ONE TIME ONLY. IF THIS PROJECT OR A DERIVATIVE OF THIS PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAWS IS TO BE BUILT MORE THAN ONCE, EVEN WITH DESIGN CHANGES, ADDITIONAL RIGHTS MUST BE PURCHASED.TO REPORT COPYRIGHT VIOLATIONS PLEASE CALL (360)880-0524.©copyright 2020,Eric J. Sniezak, P.E.14'-0" T.O.R. AT LEANGRADE 0'-0"22'-0" ROOF PEAK16'-0" T.O.R. AT MAIN WALLABIGDA3.0BUILDING SECTION41241221216'-0"14'-0"ASCALE 1/4" = 1'-0"SECTION A-A DALE BUTCHER10711 MILL ROAD SEYELM, WADOCUMENT DATE:3/3/2020ERIC J. SNIEZAK, P.E.183 MOUNTAIN VIEW DRIVEPACKWOOD, WA 98361(360)880-0524/(253)405-2200eric@ejs-engineering.comC:\Users\eric\OneDrive - EJS EngineeringPLLC\EJSEng\01 Jobs\2020 Jobs\03 Mar2020\20200303BE Jahner Butcher Pole36x36\20200303BE Jahner Butcher Pole 36x36arch and eng.MANTHESE DRAWINGS ARE A GRAPHICAL GUIDE FOR THE EXPERIENCED BUILDER TO USE AS REFERENCE FOR CONSTRUCTING THE PROJECT DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE BUILDER AND/ OR THE PURCHASER OF THESE PLANS TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION. THESE PLANS SHOULD NOT BE ALTERED BY OTHER THAN A QUALIFIED DESIGNER, ARCHITECT, OR STRUCTURAL ENGINEER.THESE DRAWINGS ARE THE COPYRIGHT OF ERIC J. SNIEZAK, P.E. OF EJS ENGINEERING, PLLC. THE PURCHASER OF THESE DRAWINGS HAS PURCHASED THE RIGHT TO BUILD THE DRAWING SHOWN ONE TIME ONLY. IF THIS PROJECT OR A DERIVATIVE OF THIS PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAWS IS TO BE BUILT MORE THAN ONCE, EVEN WITH DESIGN CHANGES, ADDITIONAL RIGHTS MUST BE PURCHASED.TO REPORT COPYRIGHT VIOLATIONS PLEASE CALL (360)880-0524.©copyright 2020,Eric J. Sniezak, P.E.3MAIN POST DETAILSNOT TO SCALE2NOT TO SCALE5POST TO TRUSS CONNECTIONNOT TO SCALE4NOT TO SCALE6MAIN POST WITH RAFTER BEAM SIDE CONNECTIONNOT TO SCALE1SITE DETAILSWALL OPENING TYPICAL FRAMINGTRUSS, PERLIN, AND OVERHANG DETAILS1.0GENERAL STRUCTURALNOTESDESIGN CRITERIA:1. BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE2. VERTICAL LOADS: ROOF FLOORSNOW LOAD.....................................................25 psf..................25 psf LIVE LOAD......................................................................................40 psfDEAD LOAD......................................................05 psf..................12 psf3. LATERAL WIND LOADS: 110 MPH, EXPOSURE C4. LATERAL SEISMIC LOADS: SEISMIC CRITERIA DMATERIAL CRITERIA:1. ALL FRAMING MATERIAL SHALL BE DOUG FIR #2 OR BETTER.UNLESS OTHERWISE NOTED.2. CONCRETE 3000 PSI WITH NO SPECIAL INSPECTION REQUIRED.3. ROOF SHEATHING SHALL BE PAINTED 29 GA. RIBBED STEEL. FASTEN SHEATING TO FRAMING WITH 1-1/2" #9 SCREWS WITHNEOPRENE WASHERS AT 9" O.C. AND 2" METAIL BUILING INSULATION.4. SIDE SHEATHING SHALL BE PAINTED 29 GA. RIBBED STEEL.FASTEN SHEATING TO FRAMING WITH 1-1/2" #9 SCREWS WITHNEOPRENE WASHERS AT 9" O.C. AND 2" METAIL BUILING INSULATION.5. TRUSS MANUFACTURE SHALL VERIFY LOADING FOR ALL TRUSSES. LEGAL:PAYMENT OF SERVICESUNLESS PRE-ARRANGED IN WRITING, PAYMENT FOR SERVICES ARE DUE ATDELIVERY. FAILURE TO PAY FOR SERVICES RENDERED WILL RESULT IN THEFOLLOWING:*THE INVALIDITY OF THE PROFESSIONAL STAMP*REMOVAL OF THE ENGINEERED DOCUMENTS FROM THE JURISDICTION*LIEN PLACED ON THE PROPERTY ASSOCIATED WITH THE PROJECT (INCLUDINGLEGAL AND AND ADMINISTRATIVE SERVICE FEES).(1) MAIN STRUCTRAL POLES(2) DOOR FRAMING POLES(3) 2X4 P.T. GIRT FOR CONCRETE(4) 2X6 P.T. BASE GIRT(5) 2X6 GIRTS AT 24" O.C.(6) 2X6 T GIRTS AT 48" O.C.(7) 2X6 HEADER AND T GIRT(8) 2X6 SILL AND T GIRT(9) 2X6 CRIPPLES WITH 2X6 INFILL(10) WINDOW ROUGH OPENING(11) DOOR ROUGH OPENING(12) STRUCTURAL FOOTING PERPLAN(13) FRAMING FOOTING PER PLANNOTE:-GIRT TO POST CONNECTION-(3)16d NAILS-GIRT TO T-GIRT CONNECTION- 16dNAILS AT 12" O.C.-FRAMING POLE TO GO PASTOPENING TO FIRST FULL LENGTHT-GIRT POST(1) TRUSS HEAL (2) ONE 3/4" DIAMETER THRUBOLT(3) FOUR 16d NAILS (4) 2X6 24" LONG TRUSS BLOCK(5) THREE 3/4" DIAMETER THRUBOLTS(6) SIXTEEN 16d NAILS EACH FACEPOST(1) TRUSS HEAL (2) ONE 3/4" DIAMETER THRUBOLT(3) FOUR 16d NAILS (4) 2X6 24" LONG TRUSS BLOCK(5) THREE 3/4" DIAMETER THRUBOLTS(6) SIXTEEN 16d NAILS EACH FACE(7) 6X6 24" LONG SIDE SPANBLOCK(8) THREE 3/4" DIAMETER THRUBOLTS(9) 2X6 12" LONG SIDE SPANBLOCK(10) TWO 3/4" DIAMETER THRUBOLTS(11) SIDE SPAN BEAM(1) MANUFACTURED TRUSSES,SANDWICHING POST(2) 2x PERLINS OVERLAPPED 16"CONNECTED WITH SIX 16d NAILS(3) PERLIN 2x BLOCK WITH TWO16d NAILS INTO EACH TRUSS ANDTWO 16d NAILS INTO PERLINS(4) 2x OVERHANG BLOCKING(5) 2x OVERHANG BOARD(6) 2X6 TOP GIRT(7) 2x FACIA BOARD(8) 2X6 GIRTS AT 24" O.C.(9) 24" 2X6 TRUSS BLOCK 6 OUTLOOKER(ONE EACH SIDE OF POST) W/THREE 16d NAILS IN BLOCKING(3) 16d NAILS IN POST(2) 2X6 BLOCKING FOR TOP GIRT(3) 16d NAILS IN TOP GIRT2345678(1) TREATED HF POST PER PLAN(2) 4" CONCRETE SLAB-IFSPECIFIED(3) 2X4 P.T. CONCRETE FRAMINGGIRT WITH 2X6 P.T. BASE GIRT(4) POST HOLE TOTAL DEPTH(5) POST EMBEDMENT DEPTH(6) CONCRETE PUNCH PADTHICKNESS(7) POST HOLE DIAMETER(8) SOIL BACKFILL-6" LIFTS (5/8"MINUS ACCEPTABLE)(9) NATIVE SOIL193142563142561122223456678911112334455655656556577899991011121212131278889101011