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1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS BEFORE
<br />STARTING WORK AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES THAT ARE
<br />FOUND.
<br />2. DO NOT SCALE DETAILS OR DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS
<br />WHERE REQUIRED.
<br />3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL
<br />DETAILS.
<br />4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE
<br />DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.
<br />5. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THIS DETAIL IN ESTIMATION
<br />AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS REPEATED IN
<br />EVERY INSTANCE.
<br />6. ALL WORK SHALL CONFORM TO THE 2025 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) AND
<br />OTHER REGULATORY AGENCIES WHO MAY HAVE AUTHORITY OVER THE WORK.
<br />7. THESE DRAWINGS REPRESENT THE STRUCTURE IN ITS FINAL CONFIGURATION. IT IS THE
<br />RESPONSIBILITY OF THE CONTRACTOR FOR ALL MEANS AND METHODS ASSOCIATED WITH ACHIEVING
<br />THIS FINAL CONFIGURATION, INCLUDING BUT NOT LIMITED TO SHORING, BRACING OR SOILS
<br />EXCAVATIONS.
<br />8. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES ANY ITEMS THAT ARE TO BE INTEGRATED
<br />INTO THE STRUCTURAL SYSTEM SUCH AS OPENINGS, PENETRATIONS, MECHANICAL AND ELECTRICAL
<br />EQUIPMENT, ETC. SIZES AND LOCATIONS OF MECHANICAL AND OTHER EQUIPMENT THAT DIFFERS
<br />FROM THOSE SHOWN ON THE CONTRACT DRAWINGS SHALL BE REPORTED TO THE
<br />ARCHITECT/ENGINEER. CONTRACTOR SHALL TAKE MEASURES AS REQUIRED TO ENSURE THAT
<br />CONSTRUCTION LOADS SHALL NOT EXCEED DESIGN LOADS FOR THE STRUCTURE.
<br />9. ALL REFERENCED CODES AND STANDARDS SHALL BE THE LATEST APPROVED EDITION, U.O.N.
<br />10. IN THE CASE OF DISCREPANCIES BETWEEN THE STRUCTURAL DRAWINGS AND SPECIFICATIONS, THE
<br />INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS SHALL GOVERN.
<br />1. APPLICABLE CODES:
<br />CALIFORNIA BUILDING CODE, 2022 EDITION
<br />2. LIVE LOADS, UNIFORM AS FOLLOWS:
<br />a. ROOF ............................................................... 20psf (REDUCIBLE)
<br />3. SEISMIC DESIGN CRITERIA:
<br />SITE CLASS D (DEFAULT)
<br />SEISMIC DESIGN CATEGORY D
<br />RISK CATEGORY II
<br />Fa = 1.2 IP = 1.0
<br />SS = 1.284 aP = 2.5
<br />S1 = 0.460 RP = 6
<br />SDS = 1.027
<br />4. WIND DESIGN CRITERIA(LOW-RISE):
<br />WIND EXPOSURE B V = 95mph
<br />RISK CATEGORY II Kd = 0.85
<br />GCpi = ± 0.18 Kzt = 1.0
<br />P = qh (GCp - GCpi) Ke = 1.0
<br />COMPONENTS AND CLADDING:
<br />GCp = SEE ASCE 7-16 CHAPTER 30, AS APPLICABLE
<br />1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH, GRADE MARKED AS FOLLOWS, UNLESS
<br />OTHERWISE NOTED:
<br />a. LIGHT FRAMING - "STANDARD" AND "STUD"
<br />b. POSTS, BEAMS, AND HEADERS - "NO. 1"
<br />c. BEARING STUDS AND SHEAR WALL STUDS - "NO. 2"
<br />d. JOISTS, RAFTERS, AND PLATES - "NO. 2"
<br />2. THE MOISTURE CONTENT IN USE SHALL NOT EXCEED 19 PERCENT.
<br />3. INSTALL CONTINUOUS 2x SOLID BLOCKING BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTS.
<br />4. CROSS BRIDGING BETWEEN JOISTS AND RAFTERS MAY BE OMITTED WHERE THE COMPRESSION
<br />EDGE IS CONTINUOUSLY CONNECTED TO THE SHEATHING AND MEMBERS ARE SMALLER THAN 2x12.
<br />OTHERWISE, PROVIDE CROSS BRIDGING AT 8' - 0" MAXIMUM PER CBC SECTION 2308.4.6.
<br />5. ALL NAILS SHALL BE COMMON NAILS U.O.N.
<br />6. SHEATHING NAILS SHALL BE DRIVEN SO THAT THEIR HEAD IS FLUSH WITH THE SURFACE OF THE
<br />SHEATHING.
<br />7. BOLTS SHALL HAVE 7 DIAMETER MINIMUM END DISTANCE AND 4 DIAMETER MINIMUM EDGE DISTANCE.
<br />8. ALL BOLTS SHALL BE FITTED WITH WASHERS. HOLES IN WOOD SHALL BE BORED WITH A BIT 1/32" TO
<br />1/16" LARGER THAN THE BOLT DIAMETER.
<br />9. LEAD HOLES FOR LAG SCREWS AND WOOD SCREWS SHALL BE PROVIDED IN ACCORDANCE WITH THE
<br />"NATIONAL DESIGN STANDARD FOR WOOD CONSTRUCTION," LATEST APPROVED EDITION.
<br />10. STEEL FRAMING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC.
<br />OR APPROVED EQUAL.
<br />11. PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO ALL FRAMING MEMBERS WITH AN APA APPROVED
<br />ADHESIVE.
<br />12. ORIENTED STRAND BOARD (OSB) IS AN ACCEPTABLE ALTERNATE FOR PLYWOOD WALL, FLOOR, AND
<br />ROOF SHEATHING THAT IS NOT EXPOSED TO MOISTURE.
<br />13. INSTALL FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING
<br />FURRED SPACES, AT CEILING AND FLOOR SPACES AND AT OTHER LOCATIONS AS REQUIRED PER CBC
<br />SECTION 717.
<br />14. ALL HARDWARE, BOLTS, AND NAILS IN PRESERVATIVE-TREATED, FIRE-RETARDANT-TREATED OR
<br />EXPOSED LUMBER SHALL BE HOT-DIP GALVANIZED (ASTM A153) OR TYPE 304 STAINLESS STEEL
<br />UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER.
<br />1. SPECIAL INSPECTIONS, STRUCTURAL TESTS, AND STRUCTURAL OBSERVATIONS SHALL COMPLY WITH
<br />THE APPLICABLE PROVISIONS OF CHAPTER 17 OF THE 2022 CBC.
<br />2. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OR JURISDICTION HAVING AUTHORITY OVER
<br />THE WORK, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION.
<br />3. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO AND NOT A SUBSTITUTE FOR
<br />THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY THE BUILDING OFFICIAL.
<br />4. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS,
<br />TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER,
<br />PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD OR ENGINEER OF RECORD AND
<br />SUBMITTED TO THE BUILDING OFFICIAL.
<br />5. THE FABRICATOR MUST BE REGISTERED AND APPROVED BY THE CITY OR JURISDICTION HAVING
<br />AUTHORITY OVER THE WORK, SPECIAL INSPECTIONS ARE NOT REQUIRED FOR THE FABRICATION OF
<br />MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP.
<br />6. THE FABRICATOR SHALL SUBMIT A "APPLICATION TO PERFORM OFF-SITE FABRICATION" TO THE
<br />INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO COMMENCEMNT OF FABRICATION.
<br />7. THE FABRICATOR SHALL SUBMIT A "CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION" TO THE
<br />BUILDING OFFICIAL PRIOR TO THE ERECTION OF FABRICATED ITEMS AND ASSEMBLIES.
<br />8. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CITY OR
<br />JURISDICTION HAVING AUTHORITY OVER THE WORK, FOR TESTING OF MATERIALS, SYSTEMS,
<br />COMPONENTS AND EQUIPMENT.
<br />9. WHERE MATERIALS OR ASSEMBLIES ARE REQUIRED BY THE BUILDING CODE TO BE LABELED, SUCH
<br />MATERIALS AND ASSEMBLIES SHALL BE LABELED BY AN AGENCY APPROVED BY THE CITY OR
<br />JURISDICTION HAVING AUTHORITY OVER THE WORK, IN ACCORDANCE WITH CBC SECTION 1703.
<br />PRODUCTS AND MATERIALS TO BE LABELED SHALL BE TESTED, INSPECTED AND LABELED IN
<br />ACCORDANCE WITH THE PROCEDURES SET FORTH IN CBC SECTIONS 1703.5.1 THROUGH 1703.5.4.
<br />IDENTIFY ON PLANS THE NAME AND ADDRESS OF THE TESTING / INSPECTION AGENT.
<br />1. MECHANICAL AND ELECTRICAL COMPONENTS PER CBC SECTION 1705.13.6.
<br />STRUCTURAL
<br />JEFFREY W.DENSLEYREGISTEREDPROFESSIONALENGINEER
<br />STATE OF CALIFORNIA
<br />No. 5535
<br />As indicated
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<br />Checked by
<br />These drawings/specifications are the property of Oculus Inc. They are
<br />furnished as contract documents only. The seal(s) and signature(s) apply
<br />only to the document to which they are affixed, and expressly disclaim any
<br />responsibility for all other plans, specifications, estimates, reports or other
<br />documents or instruments relating to or intended to be used for any part or
<br />parts of the architectural or engineering project. Additionally these
<br />drawings and seal(s) shall in no way convey or imply any type of warranty or
<br />certification relating to the performance of products and materials beyond
<br />those provided by their respective manufacturer.
<br />© 2025 Oculus Inc.
<br />Drawn by
<br />Issue Date
<br />Project #
<br />Scale
<br />Client Approval
<br />STRUCTURAL
<br />NOTES
<br />12/19/2025
<br />S1.0
<br />GENERAL
<br />DESIGN CRITERIA
<br />TIMBER
<br />GENERAL SPECIAL INSPECTION NOTES
<br />ITEMS REQUIRING SPECIAL INSPECTION
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