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HomeMy WebLinkAboutB17-0285_S-605_1507155420.pdfDOUBLE TRUSS ORDOUBLE RAFTER TYP TRUSS OR RAFTER 2x, UNO 2x, UNO (2)2x, UNO 2x, UNO 3 S-605 2 S-605 4 S-605 (2)2x, UNO SEE ARCH L L DIAPHRAGM EDGE NAILING SEE FULL DEPTH BLOCKING 2x SUB-FASCIA w/ (3)10d NAILS SHEAR WALL EDGE NAILING SEE SIMPSON H2.5A AT EA RAFTER INVERTED FACE MOUNT HANGER SEE 11/S-601 8/S-601 1/S-602 SEE ARCH L L CONNECTION AT TOP PLATE SEE8/S-601 INVERTED FACE MOUNT HANGER EACH END SEE1/S-602 SEE ARCH L L FULL DEPTH BLOCKING SIMPSON H2.5A AT EA RAFTER SHEAR WALL EDGE NAILING SEE 8/S-601 DIAPHRAGM EDGE NAILING SEE 11/S-601 CONN AT TOP PLATE SEE 8/S-601 CONCEALED FLANGE FACE MOUNT HANGER EACH END SEE1/S-602 BEVELED PLATE TOP FLANGE HANGER SEE 2x NAILER OR (2) 2x PER SIMPSON HANGER REQTS WEB STIFFENERS ES AT TJI RAFTERS, TYP 1/S-602 3/S-602 2x PL - CONN TO STEEL BEAM SEE © MARTIN/MARTIN 2017 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 SHEET TITLE: SHEET NUMBER: MM JOB #: M17.0024.S.01 PRINCIPAL/EOR: SEAN MOLLOY PROJECT MANAGERS: RALEIGH FISHER AND KEVIN HAAS DESIGNER: KARL MERTENS DATE PRINTED: FILE PATH: 7/21/2017 11:49:42 AM C:\Proj\17.0024-VailRowhouse10-RS17_rfisher52P2F.rvt GALVIN RESIDENCE LOT 10 303 GORE CREEK DRIVE MS17.0024.S.01 7/21/2017 S-605 ROOF DETAILS 1/2" = 1'-0" 1 TYP LADDER FRAMING (PLAN) 1 1/2" = 1'-0" 2 TYP LADDER FRAMING 1 1/2" = 1'-0" 3 TYP LADDER FRAMING AT CORNER 1 1/2" = 1'-0" 4 TYP LADDER RAFTER AT OVERHANG 1 1/2" = 1'-0" 5 TYP RAFTERS AT FLUSH STEEL RIDGE NO. ISSUE DATE 7/21/2017 10/04/17