2609 HOYT AVE 2022 Plans 2025-09-30

STRUCTURAL NOTES C � (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ENGINEERING MINIMUM LAPS AND EMBEDMENT LUMBER 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED.ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA FAX (425) 778-5536 BELOW: GRADING RULES, KILN-DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: f'c=3000 PSI SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc(PSI) SIMOTNy DEVELOPMENT LENGTH LAP SPLICE SLEEPERS DOUG-FIR STUD 700 - lv pF WAS�f Cl BAR TENSION COMPRESSION TENSION COMPRESSION LIGHT FRAMING (STUDS) HEM-FIR STUD 675 800 SIZE OTHER OTHER 2x JOISTS AND PLANKS HEM-FIR #2 850 TOP BARS BARS ALL BARS TOP BARS BARS ALL BARS - #3 22 17 9 28 22 12 PLATES AND BLOCKING HEM-FIR #2 850 - �o,�, 46546 �� AL 1 22 11 37 6x AND LARGER BEAMS AND DOUG-FIR #2 875 - �SIONA � #4 29 29 15 STRINGERS L #5 36 28 14 47 36 19 4x AND SMALLER BEAMS AND II/01122 STRINGERS HEM-FIR #2 850 - #6 43 33 17 56 43 23 DESIGN: AL ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 DRAWN: JOS #7 63 48 20 81 63 27 CHECK: VTM #8 72 55 22 93 72 30 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. JOB NO: 22280.10 NOTE: UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD-BASED MEMBERS EXPOSED TO WEATHER OR IN DATE: 11/01/22 1. ALL LENGTHS ARE IN INCHES. CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE-TREATED BY 2. ALL LAP SPLICES ARE CLASS B. VACUUM-PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. 3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. NAILS, BOLTS,AND METAL CONNECTORS FOR WOOD CONCRETE COVER ON REINFORCING ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: CONCRETE EXPOSED TO EARTH AND WEATHER: NAIL SHANK 0 MIN LENGTH #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1 1/2" 8d COMMON 0.1310 2 1/2" SHANK " SHANK co N W CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 10d COMMON 0.1480 3 0 SLABS, WALLS AND JOISTS 3/4" 12d COMMON 0.1480 3 1/4" SHANK Lit 00 � COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" 16d COMMON 0.1620 3 1/2"SHANK W > � z 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING U Q Q MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED z --J WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS W ~ Q ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. O ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS v) = �-- OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE Lij W (� SHANK AND THREADED PORTIONS PER NDS 12.1.4.2. cif U CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY, CATALOG C) W W TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE CD >J N W (.!) WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED,AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. S1 .3