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<br />DESIGN ARCHITECT
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<br />CONVENTIONAL STRUCTURAL LUMBER:
<br />REFERENCE STANDARDS:
<br />- AN51 / AWC ND5-18 @NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"
<br />- AN51 / AWC 5DPNS-15 @SPECIAL DE51GN PROVISIONS FOR WIND AND SEISMIC"
<br />MATERIALS:
<br />- WALL STUDS / TOP OR BOTTOM PLATES: DOUGLAS FIR - LARCH (D.F.) #2 OR BETTER
<br />SILL PLATES IN CONTACT W/ CONCRETE: P.T. DOUGLAS FIR - LARCH (D.F.) #2 OR BETTER
<br />- JOISTS: DOUGLAS FIR - LARCH (D.F.) #2 OR BETTER
<br />POSTS AND BEAMS: DOUGLAS FIR - LARCH (D.F.) #1 OR BETTER
<br />GENERAL REQUIREMENTS:
<br />ALL STRUCTURAL LUMBER DIMENSIONS NOTED WITHIN THE STRUCTURAL PLANS ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE.
<br />ALL LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF Iq PERCENT AT THE TIME OF INSTALLATION.
<br />ALL SILL PLATES ARE TO BEAR FULLY ON THE TOP OF FOUNDATION WALLS AND/OR SLABS. THE TOPS OF ALL FOUNDATION WALLS / SLABS
<br />SHALL BE SMOOTH AND LEVEL. SMOOTH AND LEVEL 15 APPLICABLE WHEN THE MAXIMUM DEVIATION FROM GRADE 15 +/- 1/8" AND THE
<br />DEPRESSION BETWEEN THE HIGH SPOTS IS NOT GREATER THAN 1/8" ALONG A 10 FOOT STRAIGHT EDGE.
<br />ALL NOTCHING / DRILLING OF JOISTS AND BEAMS SHALL FOLLOW THE REQUIREMENTS SPECIFIED IN THE @WOOD JOIST ALLOWABLE NOTCHES 4
<br />BORED HOLES" DETAIL
<br />ALL NOTCHING / DRILLING OF STUDS SHALL FOLLOW THE REQUIREMENTS SPECIFIED IN THE @WALL STUD ALLOWABLE NOTCHES 4 BORED HOLES"
<br />DETAIL
<br />ALL NOTCHING / DRILLING OF TOP PLATES SHALL FOLLOW THE REQUIREMENTS SPECIFIED IN THE @TOP PLATES ALLOWABLE NOTCHES 4 BORED
<br />HOLES" DETAIL.
<br />THE CONTRACTOR SHALL CONSULT WITH THE STRUCTURAL ENGINEER OF RECORD REGARDING ANY NOTCHING / DRILLING OF FRAMING MEMBERS
<br />THAT 15 NOT SPECIFICALLY DETAILED IN THE STRUCTURAL PLANS PRIOR TO ANY MODIFICATION.
<br />PROVIDE FULL DEPTH BLOCKING / BRIDGING BETWEEN ALL JOISTS AND RAFTERS OVER SUPPORTS.
<br />CONNECTION REQUIREMENTS:
<br />MILD STEEL PLATE WASHERS ARE REQUIRED AT ALL BOLTS AND NUTS BEARING ON WOOD EXCEPT THAT 1/4" X 3" X 3" PLATE WASHERS SHALL
<br />BE PROVIDED AT SILL PLATES IN 4" WIDE WALLS AND I/4"X3"X4-I/2" WASHERS AT 6" WIDE WALLS. PLATE WASHER MUST BE LOCATED SUCH
<br />THAT GAP TO PLYWOOD SHEATHING DOES NOT EXCEED 1/2". CAST IN PLACE HEADED BOLTS FOR SILL PLATES ARE TO BE TIED INTO THE
<br />REINFORCING SO THAT THEY EXTEND PERPENDICULAR FROM SURFACE, DO NOT 'WET SET' OR @STAB" BOLTS INTO PREVIOUSLY PLACED
<br />CONCRETE.
<br />ALL NAILING SHALL MEET THE REQUIREMENTS OF THE @MINIMUM WOOD NAILING SCHEDULE" IN THE CONSTRUCTION DOCUMENTS, UNLESS NOTED
<br />OTHERWISE, ALL NAILS ARE TO BE 'COMMON' (IOd NAIL DIAMETER TO BE 0.146", 16d DIAMETER TO BE 0.162")
<br />ALL BOLTS SHALL BE ASTM A307 AND BE PROVIDED WITH STANDARD CUT WASHERS UNDER BOLT HEAD AND NUT. BOLT HOLES SHALL BE 1/32"
<br />TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER.
<br />ALL LAG AND WOOD SCREWS TO BE THREADED FULL LENGTH OF THE PORTION EMBEDDED INTO THE WOOD UNLESS SPECIFICALLY ALLOWED
<br />OTHERWISE WHEN THEY SHALL BE 'FULL BODIED' LAGS ABOVE THE THREADS. FOR LAG SCREWS OVER 3/8" DIAMETER PROVIDE A PILOT HOLE
<br />APPROXIMATELY 65 PERCENT THE DIAMETER OF THE LAG AT THE ROOT OF THE THREADED PORTION. ALL LAG AND WOOD SCREWS MUST BE
<br />'TURNED' FOR INSTALLATION DO NOT HAMMER INTO PLACE. PROVIDE A STANDARD CUT WASHER UNDER THE HEADS OF LAG SCREWS,
<br />ALL BOLTS / NUTS SHALL BE COUNTERSUNK INTO THE FACE OF NAILERS, UNLESS NOTED OTHERWISE.
<br />ALL FRAMING CONNECTORS NOTED ARE PER SIMPSON STRONG TIE COMPANY INC. OR ENGINEER APPROVED ALTERNATE. FOLLOW ALL
<br />MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS,
<br />PRESERVATIVE TREATMENT (PT) REQUIREMENTS:
<br />ALL LUMBER ADJACENT TO OR WITHIN I INCH OF CONCRETE / MASONRY OR WITHIN 6 INCHES OF EARTH SHALL BE TREATED WITH AN APPROVED
<br />PRESERVATIVE.
<br />ALL TREATED WOOD SHALL BE STAMPED WITH A QUALITY CONTROL AGENCY MARK BY AMERICAN WOOD PRESERVERS BUREAU (AWPB) OR
<br />ENGINEER APPROVED ALTERNATE.
<br />ALL PRESERVATIVE TREATED LUMBER SHALL BE TREATED WITH FIELD -APPLIED COPPER NAPHTHENATE (2% COPPER AS METAL) PRESERVATIVE
<br />WHERE CUT AND DRILLED ON SITE,
<br />BOLTS, SCREWS, LAGS AND NAILS PLACED IN PRESERVATIVE TREATED TIMBER SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL OR
<br />STAINLESS STEEL. ALL CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED LUMBER SHALL HAVE AS A MINIMUM ZINC COATED GALVANIZED
<br />STEEL PER ASTM A653 TYPE GIB5 OR EQUIVALENT.
<br />FIRE RETARDANT TREATED (FRT) LUMBER REQUIREMENTS:
<br />ALL FIRE RETARDANT TREATED (FRT) LUMBER SHALL BE BY D-BLAZE (E5R-2645) OR AN ENGINEER APPROVED ALTERNATE. THE STRUCTURAL
<br />DESIGN ACCOMMODATES THE FOLLOWING STRENGTH REDUCTION FACTORS:
<br />COMPRESSION PARALLEL TO GRAIN STRENGTH REDUCTION FACTOR, Fc: 0,925
<br />SHEAR STRENGTH REDUCTION FACTOR, Fv: 0.985
<br />TENSION STRENGTH REDUCTION FACTOR, Ft: 0.874
<br />- MODULUS OF ELASTICITY REDUCTION FACTOR: E: 1.00
<br />BENDING STRENGTH REDUCTION FACTOR, Fb: OA72
<br />FASTENERS / CONNECTIONS REDUCTION FACTOR: OA00
<br />ALL FRT LUMBER SHALL BE LABELED AS SPECIFIED IN IBC SECTION 2303.2.4 AND SHALL BEAR THE IDENTIFICATION MARK OF AN APPROVED
<br />AGENCY IN ACCORDANCE WITH IBC SECTION 1703.5.
<br />ALL FASTENERS INSTALLED IN FRT LUMBER SHALL BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL,
<br />STANDARD FRAMING REQUIREMENTS:
<br />PROVIDE A MINIMUM OF ONE TRIMMER STUD AND TWO KING STUDS AT ALL HEADERS, UNLESS NOTED OTHERWISE.
<br />PROVIDE A MINIMUM OF TWO BUNDLED TRIMMER STUDS AND TWO KING STUDS AT ALL BEAMS, UNLESS NOTED OTHERWISE.
<br />INTERIOR BEARING WALLS ARE TO BE 2x4 AT 16 INCHES ON CENTER, UNLESS NOTED OTHERWISE. SEE @MATERIALS" SECTION ABOVE FOR WOOD
<br />SPECIES SPECIFICATION FOR WALL STUDS.
<br />EXTERIOR BEARING WALLS ARE TO BE 26 AT 16 INCHES ON CENTER, UNLESS NOTED OTHERWISE. SEE @MATERIALS' SECTION ABOVE FOR WOOD
<br />SPECIES SPECIFICATION FOR WALL STUDS.
<br />ALL BEARING WALL STUDS ARE TO ALIGN UNDER FLOOR / ROOF FRAMING MEMBERS, I.E. JOISTS AND TRUSSES, UNLESS NOTED OTHERWISE.
<br />ALL WALL DOUBLE TOP PLATES ARE TO BE SPLICED PER THE @TYPICAL TOP PLATE SPLICE" DETAIL IN THE STRUCTURAL PLANS,
<br />PROVIDE SOLID VERTICAL GRAIN BLOCKING BETWEEN ALL FLOOR PLATES WHERE POSTS CONTINUE THRU FLOOR LINES.
<br />ALL LAMINATED MEMBERS SHALL BE FASTENED TOGETHER PER THE REQUIREMENTS SPECIFIED IN THE @MULTIPLE J015T CONNECTIONS' DETAIL
<br />PROVIDE SIMP50N POST CAP HARDWARE @PC" OR @LCE", CONNECTIONS AT ALL HEADER / BEAM TO TRIMMER STUD / POST CONNECTIONS
<br />WHERE HEADER / BEAM SPANS ARE GREATER THAN 4'-0"
<br />GLUED LAMINATED TIMBER:
<br />REFERENCE STANDARDS:
<br />ANSI / AWC ND5-16 @NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"
<br />ANSI/AITC 117-20 @STANDARD SPECIFICATION FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES"
<br />- AN51/AITC AI90.1-22 @STRUCTURAL GLUED LAMINATED TIMBER"
<br />- ANSI/AITC A405-18 @STANDARD FOR ADHESIVES IN STRUCTURAL GLUED LAMINATED TIMBER"
<br />GENERAL REQUIREMENTS:
<br />ALL GLUED LAMINATED TIMBER (GLULAM) MEMBERS SHALL BE PROPERLY KILN -DRIED FOR GLUE LAMINATING AND MOISTURE CONTENT SHALL
<br />NOT EXCEED 16%.
<br />ALL LAMINATIONS SHALL BE BONDED TOGETHER WITH NET USE (WATERPROOF) ADHESIVES IN COMPLIANCE WITH ASTM D2559.
<br />AN51/AITC 117 4 AN51/AITC IqO SHALL BE THE BA515 FOR ALL ERECTION AND FABRICATION,
<br />FABRICATOR SHALL FURNISH AN AITC INSPECTION CERTIFICATE, CERTIFYING THAT THE GLULAM MEMBERS WERE PRODUCED IN ACCORDANCE
<br />WITH PROVISIONS OF AITC REFERENCE STANDARDS FOR STRUCTURAL GLUED LAMINATED TIMBER.
<br />ALL GLULAMS SHALL CONFORM TO INDUSTRIAL APPEARANCE GRADE, UNLESS NOTED OTHERWISE.
<br />ALL WOOD I" AND CLOSER TO CONCRETE OR MASONRY SHALL BE TREATED WITH AN APPROVED PRESERVATIVE,
<br />ALL GLUED LAMINATED TIMBER EXPOSED TO WEATHER SHALL BE PROTECTED WITH AN APPROVED PRESERVATIVE.
<br />PROVIDE A STANDARD CAMBER OF 31500 FT RADIUS FOR ALL GLULAM BEAMS, UNLESS NOTED OTHERWISE,
<br />CANTILEVERED AND CONTINUOUS BEAMS SHALL BE FABRICATED @FLAT", UNLESS NOTED OTHERWISE.
<br />ALL NAILS USED INTO TREATED TIMBER SHALL BE GALVANIZED.
<br />SEE @SHOP DRAWINGS" SECTION OF THE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION REGARDING REQUIRED SUBMITTALS, THE SUBMITTAL
<br />FOR GLUE LAMINATED TIMBER SHALL INDICATE THE SPECIES OF LUMBER, APPEARANCE GRADE, TYPE OF GLUE, COMBINATION SYMBOLS, DRY OR
<br />WET USE CONDITIONS, CAMBERS, PRE55URE TREATMENT (IF REQUIRED), AND GRADE OF TENSION OR CONPRE55ION LAMINATIONS.
<br />WOOD STRUCTURAL SHEATHING N/ WOOD FRAMING:
<br />REFERENCE STANDARDS:
<br />- APA PD5-12 @PANEL DE51GN SPECIFICATION"
<br />- APA FORM E30-Iq @ENGINEERED WOOD CONSTRUCTION GUIDE"
<br />- ANSI / AWC NDS-18 ©NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION'
<br />- ANSI / AWC SDPW5-15 @SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC"
<br />MATERIALS:
<br />ROOF SHEATHING
<br />MIN. THICKNE55: 19/32"
<br />MIN. SPAN RATING: 32/16
<br />PLYWOOD GRADE: C-D
<br />EXPO5URE:1
<br />WALL SHEATHING:
<br />MIN. THICKNE55: 15/32"
<br />MIN. SPAN RATING: 32/16
<br />• PLYWOOD GRADE: C-D W/ EXTERIOR GLUE
<br />• EXPOSURE: I
<br />GENERAL REQUIREMENTS:
<br />ALL WOOD STRUCTURAL SHEATHING MUST BE APA RATED PLYWOOD AND CONFORM TO THE REQUIREMENTS SPECIFIED IN THE @MATERIALS"
<br />SECTION ABOVE. APA RATED PLYWOOD
<br />ALL PLYWOOD SHEATHING SHALL BE PLACED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS W/ PANEL ENDS STAGGERED ON
<br />ALTERNATING SUPPORTS, UNLESS NOTED OTHERWISE. WALL PANELS ARE PERMITTED TO BE INSTALLED W/ FACE GRAIN PARALLEL TO STUDS,
<br />PROVIDE BLOCKING UNDER CONTINUOUS PANEL EDGES WHERE NOTED ON PLANS.
<br />ALL PANELS SHALL BE INSTALLED WITH 1/8" SPACING AT END JOINTS AND SPACING AT EDGE JOINTS MINIMUM, UNLESS NOTED OTHERWISE
<br />IN STRUCTURAL PLANS OR BY PANEL MANUFACTURER.
<br />ALL END JOINTS SHALL OCCUR OVER SUPPORTS, UNLESS NOTED OTHERWISE.
<br />MINIMUM DIMEN51ON OF ANY PLYWOOD SHEET SHALL BE A MINIMUM 24 INCHES WIDE. IF A PANELS IS LESS THAN 24 INCH WIDE ALL EDGES
<br />SHALL BE BACKED W/ MIN. 2x4 BLOCKING.
<br />EXPOSURE DURABILITY CLA551FICATION "EXTERIOR" SHALL BE REQUIRED FOR ALL DECKS, EXPOSED SURFACE WALK -WAYS, ETC; AND "EXPOSURE
<br />1" 15 REQUIRED FOR INTERIOR USE.
<br />ALL SUPPORTED PANEL JOINTS SHALL OCCUR APPROXIMATELY ALONG THE CENTERLINE OF SUPPORT FRAMING AND HAVE A MINIMUM OF 1/2 INCH
<br />OF BEARING.
<br />WHERE SHEATHING 15 INSTALLED OVER TONGUE AND GROOVE WOOD DECKING, LAY PLYWOOD WITH THE FACE GRAIN PERPENDICULAR TO THE
<br />SPAN OF THE TONGUE AND GROOVE DECKING. REFER TO THE STRUCTURAL PLANS FOR SPECIAL NAILING REQUIREMENTS.
<br />MIN. WALL SHEATHING CONNECTION REQUIREMENTS:
<br />IOd COMMON (0.14B" DIA. WITH 1 112" MIN. EMBEDMENT INTO SUBSTRATE) AT 6" O.C. AT SUPPORTED PANEL EDGES AND 12" O.C. AT
<br />INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON DRAWINGS ARE REQUIRED.
<br />ALL FASTENERS SHALL HAVE A MINIMUM 3/B INCH EDGE DISTANCE FROM PANEL EDGES.
<br />MIN. ROOF SHEATHING CONNECTION REQUIREMENTS:
<br />Od COMMON (0,148" DIA. WITH 1 1/2" MIN, EMBEDMENT INTO SUBSTRATE) AT 6" O.C. AT SUPPORTED PANEL EDGES AND 12" O.C. AT
<br />INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON DRAWINGS ARE REQUIRED,
<br />ALL FASTENERS SHALL HAVE A MINIMUM 3/B INCH EDGE DISTANCE FROM PANEL EDGES.
<br />SPECIAL INSPECTIONS:
<br />GENERAL REQUIREMENTS:
<br />ALL SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF THE IBC, CHAPTER 17.
<br />ALL INSPECTIONS A5 REQUIRED BY SECTION 110 OF THE IBC ARE REQUIRED. INSPECTIONS SPECIFIED IN THESE NOTES ARE IN ADDITION TO
<br />THESE INSPECTIONS.
<br />CITY INSPECTION 15 NOT A SUBSTITUTE FOR SPECIAL INSPECTION.
<br />ANY WORK WHICH HAS BEEN COVERED BUT NOT PROPERLY INSPECTED BY THE SPECIAL INSPECTOR AND/OR THE CITY INSPECTOR 15 SUBJECT
<br />TO REMOVAL OR EXPOSURE.
<br />WHERE SPECIFICALLY REQUIRED, CONTINUOUS INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK. THIS MAY BE A REQUIREMENT
<br />OF THE BUILDING CODE / LOCAL JURISDICTION OR THE MANUFACTURER.
<br />THE SPECIAL INSPECTOR MUST BE CERTIFIED TO PERFORM THE TYPES OF INSPECTION SPECIFIED AND SHALL DEMONSTRATE COMPETENCE TO
<br />THE SATISFACTION OF THE BUILDING OFFICIAL.
<br />THE CONTRACTOR 15 RESPONSIBLE FOR CONTACTING AND INFORMING THE SPECIAL INSPECTOR OR CITY INSPECTOR AT LEAST ONE WORKING DAY
<br />BEFORE THE WORK IS TO BE PERFORMED UNLESS OTHER CONDITIONS ARE AGREED UPON.
<br />REQUIREMENTS OF THE SPECIAL INSPECTOR:
<br />THE SPECIAL INSPECTOR MUST WORK UNDER THE SUPERVISION OF A LICENSED CIVIL ENGINEER OF THE GOVERNING LOCAL JURISDICTION
<br />THE SPECIAL INSPECTOR MUST PERSONALLY BE FAMILIAR WITH THE DRAWINGS AND MUST PERSONALLY OBSERVE ALL OF THE WORK REPORTED
<br />ON.
<br />THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING DEPARTMENT AND ENGINEER, ANY DISCREPANCIES SHALL BE
<br />IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE BUILDING DEPARTMENT
<br />AND ENGINEER.
<br />THE FINAL REPORT SHALL BE SIGNED BY A LICENSED CIVIL ENGINEER OF THE GOVERNING LOCAL JURISDICTION AND SHALL STATE THAT THE
<br />WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF IBC.
<br />SPECIFIC SPECIAL INSPECTIONS REQUIRED:
<br />ALL CONCRETE WHERE THE COMPRESSIVE STRENGTH (Pc) 15 GREATER THAN 2,500 PSI EXCEPT AT SLAB ON GRADES,
<br />PLACEMENT OF ALL BOLTS, REINFORCING, EMBEDS, OR P05T TENSION CABLES IN CONCRETE.
<br />ALL SHEATHED DIAPHRAGMS INCLUDING SHEARS WALLS, FLOORS, AND ROOFS.
<br />ALL EPDXY GROUTING OF BOLTS OR REINFORCING BARS
<br />ALL P05T-IN5TALLED ANCHORS (SEE P05T-IN5TALLED ANCHORS SECTION FOR TEST FREQUENCY)
<br />DISCLAIMER:
<br />THESE DOCUMENTS AND THE DESIGN ARE SPECIFIC TO THI5 PROJECT ONLY AND MAY NOT BE REUSED IN ANY WAY WITHOUT WRITTEN
<br />APPROVAL OF ALE, IT 15 OUR INTENT THAT THI5 DESIGN MEETS THE NORMAL STANDARD OF CARE WITHIN THI5 INDUSTRY. NO OTHER
<br />WARRANTY 15 PROVIDED OR IMPLIED.
<br />SDH Architect
<br />2242 NW RESERVE CAMP CT
<br />BEND, OR 97703
<br />206.369.8881
<br />ROIC of WASHINGTON
<br />8905 Towne Center Drive, Suite 108
<br />San Diego, CA 92122
<br />CONSUL
<br />13228 NE 20TH ST, SUITE 100
<br />BELLEVUE, WA g8005
<br />425 614-Og4q / INFO@AU-ENG.COM
<br />JOB NO: 23136
<br />SEAL
<br />SOUTHPOINT PLAZA
<br />SUITE 1- REPAIR
<br />10121 EVERGREEN WAY #1
<br />EVERETT, WA
<br />ISSUED / REVISED DATE
<br />PERMIT SET 06,26.23
<br />PR01 10.24.23
<br />CITY OF EVERETT
<br />REVIEWED FOR PERMIT
<br />PERMIT SET 06.26.23
<br />GENERAL NOTES &
<br />ABBREVIATIONS
<br />MATERIALS:
<br />S=003
<br />
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