38A-081 FRAME105/12 PITCH16" OC rafters with H2.5A HURRICANE TIE at each rafter end (typ)USE A 6X6 45 DEG.CUT/FLUSH WIND-KNEE BRACE AT ALL POST TO PLATE BEAM CONNECTIONS; INCLUDING UNDER BOTH ENDS OF RIDGE BEAM.EACH KNEE BRACE WILL BE 2' 10"(+-) LONG COVERING 2'HORIZONTALLY IN BOTH DIRECTIONS SECURED WITH FOUR- 1/2" X 6" (OR 8") LAGS (COUNTERSUNK WITH 3/4" WASHER) TO ALLOW FOR 3"-4" EMBEDMENT LENGTH INTO PLATE BEAM. DO NOT SPLIT BRACE ENDS.Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Payne
Eric Payne/GarageWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/4" = 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 D2X2N2X1S2XP ROOF FRAMING PLAN ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 2 Spruce-Pine-Fir #2 2 x 10 30' 0" Total length: 60' 0" ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R2 38 Spruce-Pine-Fir #2 2 x 10 20' 0" Total length: 760' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ G1 2 1-3/4x24 VERSA-LAM 2.0 3100 SP 26' 0" Total length: 52' 0" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 10 48' 0" Total length: 48' 0"All product names are trademarks of their respective ownersSOBU HROOVITITHUHHLSLS3RThis 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 immediately DESIGN 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.R1R1R2R2G12 plyH1H1LRU210Z HANGERS2' 0"15' 0"15' 0"2' 0"26' 0"9-19-2016