2609 HOYT AVE 2022 Plans 2025-09-30

STRUCTURAL NOTES = (>� (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ENGINEERING GALVANIZATION 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED FAX (425) 778-5536 ACCORDING TO THE FOLLOWING TABLE: UNTREATED ACQ-C CBA-A OTHER OTHER PT GALVANIZATION CCA-C SBX ACZA �ZMOTHy WOOD ACQ-D CA-B BORATE WOOD ti F WAS G 90 X X X A, G185 X X X X X X HDG X X X X X X STT300 X X X X X X X X �, `uRAL48�yG1 G90=0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA �SIONAL � G185= 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA II/01122 HDG = HOT DIP GALVANIZED SST300=TYPE 316L STAINLESS STEEL DESIGN: AL DRAWN: JOS RATED SHEATHING CHECK: MTM 0 1 0. RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE DATE: 1 JOB N0: 2228 228 IN CONFORMANCE WITH IBC STANDARD 2303.1.5. 1/01/22 GLUE-LAMINATED TIMBER GLUE-LAMINATED TIMBER SHALL BE DOUGLAS FIR, FABRICATED IN CONFORMANCE WITH ANSI/AITC STANDARD A190.1, LATEST EDITION. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL BE OF THE FOLLOWING MINIMUM STANDARDS: SPAN COMBINATION Fb SIMPLE SPAN BEAMS 24F-V4 2400 PSI CANTILEVER OR MULTI-SPAN BEAMS 24F-V8 2400 PSI O C/) EXISTING BUILDING N w CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING Ld O DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE W Ld � Z REDESIGN. Q U � � CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS W > Q PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. _ � W ~ ~ w U 0:� cy) a O w � w Qo > J N w (n