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HomeMy WebLinkAboutB15-0026_S-620_1438367880.pdfBIRDSMOUTH RAFTER UP TO 1 1/2" MAX 1 1/2" 3" 4" PL3/8x6x0'-6" W/ (2) 3/4"Ø LAGS @ 3" GA W/ 4" PENETRATION PL1/2x4x0'-8 1/2" W/ (2) 3/4"Ø BOLTS . 5 1/4" 5 1/2" 3/16 TYP 3/16 BEAM WIDTH 4" 3" 1 1/2" PL3/8x4 W/ (2) 3/4"Ø BOLTS BENT PL1/4x4 1/2" MIN 6 1/2" SIP 1x T&G SEE ARCH 2x8 LEDGER W/ (2) ROWS 10d NAILS @ 24" OC CONNECTION BY SIP DESIGNER COMPLY W/ DIAPHRAGM LOADS SEE S-600 20 CURVED 6 1/2" SIP W/ 2x SPLINE @ END CONNECTION BY SIP DESIGNER COMPLY W/ DIAPHRAGM LOADS SEE S-600 20 FASCIA SEE ARCH 2x BLOCKING EA FACE OF WALL BTWN RAFTERS SIMPSON HGA10KT @ EA RAFTER BIRDSMOUTH RAFTER UP TO 1 1/2" MAX . SEE ARCH CURVED GLULAM RAFTER FULL HEIGHT 2x BLOCKING 1x T&G DECKING SEE ARCH S-620 4 PL3/8x10x1'-0" W/ HOLE FOR HSS COL C10x30 EA SIDE OF HSS 1'-0" 10" TYP SEE ARCH 6 1/2" SIP W/ 2x SPLINE @ END CONNECTION BY SIP DESIGNER COMPLY W/ DIAPHRAGM LOADS SEE S-600 20 2x BLOCKING SIMPSON H2.5A @ EA RAFTER BIRDSMOUTH RAFTER UP TO 1 1/2" MAX 4x8 RAFTER TAIL @ 48" OC (2) ROWS #12x3" SCREWS @ 3" OC L - SEE ARCH 2 x L SIMPSON H2.5A @ EA RAFTER BEVELED BLOCKING UNDER EA RAFTER WEB STIFFENER FULL HEIGHT BLOCKING 6 1/2" 5" 6 1/2" 2" MIN MC18x45.8 CURVED STONE LINTEL CURVED HSS HEADER (2) ROWS 3/4"Ø BOLTS @ 12" OC MAX START 3" FROM EA END BLOCK BELOW HEADER S-500 19 . TOP PLATE CONN TO RAFTER SEE "CONN TO SILL PLATE" ON /DETAIL12 S-600 CONNECTION BY SIP DESIGNER COMPLY W/ DIAPHRAGM LOADS SEE S-600 20 . SEE ARCH FOR ADDITIONAL INFORMATION SEE S-620 2 FOR ADDITIONAL INFORMATION SEE S-620 5 FOR ADDITIONAL INFORMATION SEE S-620 5 GLULAM RAFTER W/ (2) ROWS 3/4"Ø LAGS W/ 4" PEN @ 16" OC SOLID BLOCKING BTWN RAFTER AND WALL . 5 1/4" 5 1/2" FOR ADDITIONAL INFORMATION SEE S-620 8 2x8 LEDGER W/ (3) #12x4" SCREWS @ EA STUD 11 7/8" LVL LEDGER W/ (3) ROWS #24 SCREWS @ 8" O.C. 3 1/2" L5x3x3/8 (LLH) W/ (2) 1/2"Ø LAGS W/ 5" PENETRATION DAP GLULAM RAFTER FOR L5x3 12 S-601 14" LVL LEDGER W/ (5) #12x4" SCREWS @ EA STUD BLOCKING @ 48" OC SOLID BLOCKING BTWN RAFTER AND WALL SIMPSON HGA10KT @ T/POST TO TOP PL . SEE FOR TYPICAL EAVE AT STUD WALL /2 S-620 2x6 NAILER ES OF HSS POST. ATTACH PER / 7 S-601 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2013 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE PERMIT 6/14/13 PROGRESS SET 10/27/14 PERMIT SET 02/03/15 2/5/2015 10:04:34 PM C:\Proj\12.0362-Fleeger-RS14_seanm.rvt S-620 Fleeger Residence ROOF DETAILS 2950 Booth Creek Drive, Vail, CO SJM SJM PD 12.0362.S.01 12.0362.S.01 09/20/2013 1 1/2" = 1'-0" 8 EAVE @ GLULAM BEAM 1 1/2" = 1'-0" 4 RAFTER BEARING PLATE@ STEEL BEAM 1 1/2" = 1'-0" 1 TYP GLULAM RAFTER SECTION 1 1/2" = 1'-0" 2 EAVE @ STUD WALL 1 1/2" = 1'-0" 18 EAVE @ ENTRY 1 1/2" = 1'-0" 10 EAVE @ TJI RAFTERS 1 1/2" = 1'-0" 11 TJI @ INT BEARING WALL 1 1/2" = 1'-0" 19 HEADER @ ENTRY ROOF 1 1/2" = 1'-0" 5 RAKE WALL @ RAFTER 1 1/2" = 1'-0" 3 HIGH EAVE @ STUD WALL 1 1/2" = 1'-0" 6 RAKE WALL BETWEEN RAFTERS 1 1/2" = 1'-0" 7 RAKE WALL @ EXT RAFTER 1 1/2" = 1'-0" 9 EAVE @ GLULAM BEAM @ WALL 1 1/2" = 1'-0" 12 ROOF LEDGER @ GLULAM ROOF 1 1/2" = 1'-0" 14 ROOF LEDGER @ TJI BEARING 1 1/2" = 1'-0" 20 EAVE @ CHIMNEY 1 1/2" = 1'-0" 13 ROOF LEDGER @ PARALLEL TJI 1 1/2" = 1'-0" 15 RAKE WALL @ EXT RAFTER 2 1 1/2" = 1'-0" 16 POST CONN TO TOP PL 2/3/2015 07/31/15