38A-081 FRAME086X6 STRUCTURAL GRADE PT POSTS (DIRECT BURIAL)or 20" squareor 20" square30" x 30" square footing30" x 30" square footing12" Dia. footing12" Dia. footing12" Dia. footing24" Dia. footings24" Dia. footingsPOINT LOAD FROM RIDGE16" Dia.footing16" Dia.footing16" Dia.footing16" Dia.footingSOUTHERN YELLOW PINEASSUME 2500 PSF SOIL: Contractor to verify suitable soil conditions NO CLAY,SILT, ORGANICS TO BE USED AS BEARING MATERIAL!IF WATER TABLE ENCOUNTERED- NOTIFY ENGINEER IN WRITINGFOR ADDITONAL DIRECTION. ALL FOOTINGS ARE 18" DEEP with top of footing 48" below grade. Embed all posts in concrete 6" deep with laterally shear studded end of 6x6 post (12" bearing below). Studs shall consist of (2) 5/8" X 6" lag bolts with 3" stud exposure Footing dimensions/sizes are a MINIMUM of req'd.POSITIVE BEARING AT ALL POST HEADERS. Use SimpsonPC6Z Cap/beam connectors for non corner connectionsUSE SIMPSON CS16 COIL STRAPPING W/14" vertically LAPPED at each end support of ridge beam/post and over each corner post plate joint.(7" ON TWO SIDES of ALL load path connections is also ok). Total strapping (PER POST) shall consist of 28" over all seams (1/2 each side).3000 PSI Concrete (min)Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY: Doug Hodgins
JOB: Payne
Eric Payne/GarageWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/8" = 1'NOTES:SHEET NUMBER: 1
1st walls
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
09/19/16
DESCRIPTION:
FINAL
N/A
N/A
Northampton See Boise literature for joistvertical load capacity.See Boise literature for joist blockinghigh end of rafter.birdsmouth cut in bottom ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 3 Spruce-Pine-Fir #2 2 x 10 26' 0" B2 3 v v 30' 0" B3 3 v v 26' 0" B4 3 v v 8' 0" Total length: 270' 0" B5 3 1-3/4x9-1/2 VERSA-LAM 2.0 3100 10' 0" Total length: 30' 0" B6 3 Spruce-Pine-Fir #2 2 x 10 14' 0" Total length: 42' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 14 Column by others 8' 1-1/8" Total length: 113' 3-3/4"All product names are trademarks of their respective owners HEADER & BEAM LAYOUTThis layout has been created using the information from the plan provided, and/or verbal informationfrom the general contractor. r.k Miles assumes no responsibility for this layout ifaltered during construction or any of the structural members shown are not supplied by r.k. MilesIt is the responsibility of the building contractor / owner to install and / or oversee the installationof all the engineered wood components to assure compliance with the manufacturers specifications.If anychanges are made to this project after the completion of our layout contact RK Miles immediatelyDESIGN ASSUMPTIONS ==================== Loads: T/C Live: 40 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Snow Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges.2700lbs5015lbs5015lbs2405lbs2405lbs5015lbs5015lbs2522lbs1104lbs12474lbs1104lbs9584lbs3667lbs989lbsB13 plyB23 plyB33 plyB43 plyB53 plyB63 ply30' 0"26' 0"3' 0"3' 0"2' 0"9' 0"2' 0"9' 0"2' 0"8' 8"8' 8"8' 8"7' 6"7' 6"7' 6"7' 6"9-19-2016Vertical Posts shall NOT exceed 9' high from finished grade to horizontal plate beam cxn.No post splicing allowed.