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S-1.1
<br />General Notes
<br />20 PsfROOF LIVE LOAD:
<br />10.0 PsfROOF DEAD LOAD:
<br />STRUCTURAL PLANS - SHEET INDEX
<br />S-1.1 General Notes
<br />S-1.2 Notes and Nailing Schedule
<br />S-2.1 Roof Framing Plan & Details
<br />S-2.2 Foundation Plan & Details
<br />1. ALL INFORMATION SHOWN ON THE DRAWINGS IS GIVEN AS THE BEST
<br />PRESENT KNOWLEDGE WITHIN GENERALLY ACCEPTED ENGINEERING
<br />PRACTICE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUALLY
<br />CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO
<br />THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE PRIOR TO
<br />PROCEEDING WITH THE WORK. MODIFICATIONS OF DETAILS OF
<br />CONSTRUCTION OR DEVIATIONS FROM THE PLANS SHALL BE MADE ONLY
<br />WITH THE WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER.
<br />2. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR:
<br />A. ALL CONTRACT DOCUMENTS.
<br />B.OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF
<br />THE CONTRACT DOCUMENTS.
<br />C. ALL DIMENSIONS AND CONDITIONS AT THE SITE.
<br />D.ANY CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY
<br />OF THE STRUCTURE.
<br />E. INSURING PROPER ALIGNMENT OF FINAL STRUCTURE. THE CONTRACTOR
<br />SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL
<br />ENGINEER OF ANY DISCREPANCY OR OMISSION BEFORE PROCEEDING WITH
<br />THE WORK AND GET WRITTEN APPROVAL FOR ALTERNATE CONSTRUCTION.
<br />3.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL REGULATING
<br />AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK, I.E.
<br />STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY AND CAL/OSHA, ETC.,
<br />AND SHALL CONFORM TO THE CURRENT CALIFORNIA BUILDING CODE OR
<br />LOCAL CODES.
<br />4. ALL WORK SHALL CONFORM TO THE BEST PRACTICE PREVAILING IN THE
<br />VARIOUS TRADES COMPRISING THE WORK.
<br />5. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING, SHORING,
<br />TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE
<br />CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE ENGINEER.
<br />6. THE CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE BRACES AND
<br />CONNECTIONS TO SUPPORT THE COMPONENT PARTS OF THE STRUCTURE
<br />UNTIL THE STRUCTURE ITSELF (INCLUDING THE ROOF AND FLOOR
<br />DIAPHRAGMS) IS COMPLETE ENOUGH TO ADEQUATELY SUPPORT ITSELF.
<br />7. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL
<br />NOTES AND TYPICAL DETAILS. OPTIONS, IF PROVIDED HEREIN, ARE FOR THE
<br />CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE
<br />FOR ALL CHANGES NECESSARY, SHALL COORDINATE ALL DETAILS, SHALL
<br />OBTAIN ALL REQUIRED APPROVALS, AND PAY ALL COSTS INCIDENT THERETO.
<br />8. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN BEAMS,
<br />SLABS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED. NOR SHALL
<br />ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS
<br />OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR
<br />INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. REFER TO
<br />ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS.
<br />9. WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL,
<br />CIVIL, AND OTHER DESIGN DRAWINGS.
<br />10. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR
<br />MATERIALS, SUCH AS STANDARDS SHALL BE THE LATEST EDITION AND ALL
<br />ADDENDUM.
<br />11. AS A CONVENIENCE TO THE CONTRACTOR, THE ENGINEER SHALL REVIEW
<br />SHOP DRAWINGS AS TO THEIR CONFORMANCE TO THE DESIGN CONCEPT.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS,
<br />QUANTITIES, TECHNIQUES OF CONSTRUCTION AND COORDINATION WITH
<br />OTHER TRADES. SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING:
<br />PRECAST CONCRETE ELEMENTS
<br />STRUCTURAL STEEL
<br />GLUED LAMINATED WOOD
<br />NON-STANDARD TIMBER CONNECTIONS
<br />12. VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN
<br />CONSIDERED BY THE STRUCTURAL ENGINEER IN THE DESIGN OF THE
<br />STRUCTURE. MECHANICAL EQUIPMENT SHALL THEREFORE BE ISOLATED TO
<br />ELIMINATE VIBRATIONAL EFFECTS.
<br />13. WHERE DESIGN AND DETAIL OF PLATE GIRDERS, TRUSSES, ETC. IS TO BE
<br />PROVIDED BY THE FABRICATOR, CONTRACTOR SHALL SUBMIT
<br />CALCULATIONS PREPARE BY A LICENSED CIVIL ENGINEER OR STRUCTURAL
<br />ENGINEER TO THE PROJECT ENGINEER AND THE BUILDING DEPARTMENT
<br />OFFICIAL FOR REVIEW, PRIOR TO FABRICATION.
<br />14. OPTIONS, IF PROVIDED HEREIN, ARE FOR THE CONTRACTOR'S
<br />CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHANGE
<br />NECESSARY, SHALL COORDINATE ALL DETAILS, SHALL OBTAIN ALL REQUIRED
<br />APPROVALS, AND PAY ALL COSTS INCIDENT THERETO.
<br />15. NON-STRUCTURAL FRAMING REQUIREMENTS ARE NOT SPECIFIED ON
<br />STRUCTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ANY
<br />ADDITIONAL FRAMING REQUIRED.
<br />16. MATERIAL TESTS AND STAGES OF BUILDING CONSTRUCTION INSPECTIONS
<br />AS REQUIRED BY THE LOCAL CODE ARE TO BE STRICTLY ADHERED TO. THIS
<br />INCLUDES, BUT IS NOT LIMITED TO, CONCRETE BLOCK, REINFORCING STEEL,
<br />ELECTRICAL, MECHANICAL, PLUMBING, ETC.
<br />17. SPECIFICATIONS TO PRECEDE PLANS AND DIMENSIONS. DIMENSIONS TO
<br />PRECEDE PLANS.
<br />18. THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING ANY
<br />DISCPREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE
<br />SPECIFICATIONS OR OF ANY VARIATIONS NEEDED IN ORDER TO CONFORM
<br />TO BUILDING CODES, RULES AND REGULATIONS.
<br />19. ALL DECK DRAINAGE SHALL BE COLLECTED AND CONDUCTED TO AN
<br />APPROVED LOCATION IN A NON-EROSIVE MANNER.
<br />20. ALL ROOF AND PAD DRAINAGE SHALL BE CONDUCTED TO THE STREET IN AN
<br />ACCEPTABLE MANNER.
<br />21. NO SUBSTITUTION SHALL BE MADE FOR ANY MATERIAL, ARTICLE, METHOD
<br />OR PROCESS HEREIN SPECIFIED OR SHOWN ON PLANS UNLESS APPROVED
<br />BY THE OWNER AND THE ARCHITECT/ENGINEER.
<br />GENERAL NOTES
<br />1. ALL LUMBER SHALL BE STRESS GRADE DOUGLAS FIR LARCH, U.N.O.
<br />2. ALL WOOD IN DIRECT CONTACT WITH THE GROUND, MASONRY OR
<br />CONCRETE SHALL BE TREATED WITH PRESERVATIVE, OR SHALL BE DECAY
<br />RESISTANT WOOD AS PRESCRIBED IN DIVISION 31 (WOOD PRESERVATIVE).
<br />3. ALL WALLS SHALL BE BOLTED TO FOUNDATION (CONCRETE OR CONCRETE
<br />BLOCK) WITH 5 8" DIAMETER ANCHOR BOLTS EMBEDDED 7" INTO FOOTING
<br />WITHIN 12" OF THE ENDS OF EACH WALL PANEL AND NOT MORE THAN 6'-O"
<br />O.C. AND HAVE MINIMUM TWO BOLTS PER PIECE OF SILL PLATE AND ONE
<br />LOCATED WITHIN 12" AND NOT LESS THAN 7 BOLT DIAMETER OR 4-3/8" OF
<br />EACH END OF EACH SILL PLATE WITH 3"X3"X14" PLATE WASHERS EXCEPT AS
<br />CALLED OUT FOR SHEAR WALLS.
<br />4. ALL NAILING SHALL BE DONE IN ACCORDANCE WITH THE MINIMUM
<br />REQUIREMENTS (TABLE 2304.9.1) LOCAL BUILDING CODE, EXCEPT AS
<br />OTHERWISE SHOWN, AND SHALL BE DONE WITH COMMON WIRE NAILS
<br />UNLESS OTHER TYPE OF NAIL IS ALLOWED BY THE L.A.C.B.C.
<br />5. EXTERIOR WALLS AND BEARING PARTITIONS SHALL BE FRAMED OF 2X4
<br />STUDS @ 16" O.C. WHEN SUPPORTING LOADS FROM ROOF AND TWO OR
<br />MORE FLOORS ABOVE UNLESS OTHERWISE NOTED ON DRAWING. AT
<br />STAGGERED STUD WALLS USE 2X4 @ 16" EACH SIDE TYPICAL @ ALL
<br />FLOORS UNLESS NOTED OTHERWISE ON PLANS.
<br />6. EVERY WOOD STUD BEARING WALL OR BEARING PARTITION SHALL BE
<br />BRACED AT EACH END OR AS NEAR AS POSSIBLE, AND AT LEAST EVERY 25
<br />FEET OF ITS LENGTH. THE TYPE OF BRACING SHALL MEET THE CODE
<br />REQUIREMENTS FOR THIS PURPOSE.
<br />7. FLOOR JOISTS SHALL BE DOUBLED UNDER PARTITIONS RUNNING PARALLEL
<br />TO THE JOISTS. USE DOUBLE STUDS OR 4X4 POSTS UNDER DOUBLE JOISTS
<br />OR 4X BEAMS, U.N.O. ON FRAMING PLANS.
<br />8. BOLTS SHALL BE UNFINISHED BOLTS CONFORMING TO ASTM A-307.
<br />9. PLYWOOD SHALL BE INTERIOR TYPE WITH EXTERIOR GLUE CONFORMING
<br />TO APA 32/16 "PS I-95" OF GRADE CALLED FOR BELOW. LAID WITH FACE
<br />GRAIN PERPENDICULAR TO SUPPORTS. USE COMMON NAILS ONLY UNLESS
<br />OTHERWISE APPROVED BY THE STRUCTURAL ENGINEER AND LOCAL
<br />BUILDING OFFICIAL.
<br />A. ROOF SHEATHING SHALL BE: 12" THICK PLYWOOD, STRUCT. I, NAILS
<br />WITH 10d NAILS @ 6" O.C. AT ALL DIAPHRAGM AND WALL BOUNDARIES.
<br />CONTINUOUS PANEL EDGES ARE NOT BLOCKED, 10d NAILS @ 6" O.C. AT
<br />PLYWOOD PANEL EDGES AND 10d NAILS @ 12" O.C. TO INTERMEDIATE
<br />SUPPORTS.
<br />B. FLOOR SHEATHING SHALL BE 5 8" PLYWOOD, (T&G), NAILED WITH 10d
<br />NAILS @ 6" O.C. AT PLYWOOD PANEL EDGES AND 10d NAILS @ 10" O.C.
<br />TO INTERMEDIATE SUPPORTS.
<br />C. PLYWOOD SHEATHING SHALL BE INSPECTED AND APPROVED BY
<br />BUILDING INSPECTOR PRIOR TO COVERING WITH FLOOR OR ROOF
<br />MATERIAL.
<br />D. SOLID BLOCKING AT EDGES REQUIRED FOR PLYWOOD ONLY WHERE
<br />CALLED FOR ON DRAWING.
<br />11. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED
<br />ONLY AS DETAILED OR APPROVED BY THE ENGINEER.
<br />12. FRAMING HARDWARE SPECIFIED TO BE MANUFACTURED BY "SIMPSON
<br />STRONG TIE COMPANY, INC." WITH NAIL SIZE AND NUMBER AS SPECIFIED IN
<br />THE SIMPSON CATALOG LATEST EDITION, U.N.O.
<br />2.RAFTER TIES SPACED 48" O.C. MAX ON CENTERS ARE REQUIRED
<br />IMMEDIATELY ABOVE CEILING JOISTS WHICH ARE NOT PARALLEL TO THE
<br />RAFTERS.
<br />3. PROVIDE 2X BLOCKING UNDER PARTITIONS PERPENDICULAR TO FLOOR
<br />JOISTS.
<br />4. ROOF PURLINS MUST NOT BE SMALLER THAN RAFTERS THEY SUPPORT.
<br />THE MAXIMUM SPAN FOR 2X4/2X6 ROOF PURLINS ARE 4'/6'. PROVIDE STRUTS
<br />NOT SMALLER THAN 2X4 WITH AN UNBRACED LENGTH NOT OVER 8' AND
<br />NOT FLATTER THAN 45 DEGREES FROM THE HORIZONTAL TO BEARING
<br />WALLS AND PARTITIONS.
<br />5. INTERIOR WALLS USED FOR SHEAR WALLS SHALL BE BALLOON FRAMED TO
<br />RAFTERS.
<br />6. ALL BEAMS TO BE SUPPORTED WITH SAME FULL WIDTH BEARING, U.N.O.
<br />7. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC, UNLESS
<br />SPECIFICALLY DETAILED.
<br />8. BEARING WALL STUDS CANNOT BE NOTCHED MORE THAN 25% OF THEIR
<br />WIDTH. BORED HOLES CANNOT HAVE A DIAMETER GREATER THAN 40% OF
<br />THE STUD WIDTH.
<br />9. AT FLOOR LEVELS USE SOLID BLOCKING BELOW TRIMMERS AND POSTS
<br />FROM BEARING HEADERS AND BEAMS.
<br />10. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE
<br />GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR
<br />SHALL HAVE TONGUE AND GROOVE OR BLOCKED PANEL EDGES.
<br />1. FINISHED EXCAVATIONS FOR FOUNDATIONS SHALL BE NEAT AND TRUE
<br />TO LINE, WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED
<br />FROM EXCAVATIONS.
<br />2. BEFORE ANY CONCRETE IS PLACED, EXCAVATIONS SHALL BE
<br />CHECKED AND APPROVED BY A QUALIFIED SOILS ENGINEER TO
<br />INSURE COMPLIANCE WITH THE REPORT REQUIREMENTS.
<br />3. ALL FILL MATERIAL IS TO BE APPROVED BY THE SOILS ENGINEER AND
<br />IS TO BE COMPACTED TO 90% OF MAXIMUM DENSITY ASTM METHOD
<br />D-1557 (OR MORE AS DIRECTED). INSPECTION IS REQUIRED DURING
<br />FILL AND COMPACTION.
<br />4. NOTIFY THE STRUCTURAL ENGINEER OF ANY UNUSUAL SOIL
<br />CONDITIONS THAT ARE IN VARIANCE WITH THE DATA HEREIN CITED.
<br />5. STEP FOOTINGS WHERE REQUIRED AT A RATE OF 1 VERTICAL TO 2
<br />HORIZONTAL, WITH A MAXIMUM VERTICAL STEP OF 2'-0".
<br />6. SLAB ON GRADE SHALL BE PLACED ON FIRM, MOISTENED COMPACT
<br />EARTH (BELOW SUBBASE) AND SHALL HAVE CONSTRUCTION JOINTS
<br />SPACED NO FURTHER APART THAN 25 FEET IN EACH DIRECTION,
<br />UNLESS OTHERWISE NOTED.
<br />7. ALL WOOD BEARING WALL, SHEAR WALL AND EXTERIOR WALL
<br />FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE
<br />FOUNDATION OR FOUNDATION WALL WITH NOT LESS THAN 5 8"
<br />DIAMETER X 12" ANCHOR BOLTS WITH 3" X 3" X 0.229" SQUARE PLATE,
<br />EMBEDDED AT LEAST 9" INTO CONCRETE AND SPACED NOT MORE
<br />THAN 4'-0" APART UNLESS OTHERWISE NOTED. THERE SHALL BE A
<br />MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATION WITHIN
<br />12" OF EACH END OF EACH PIECE.
<br />8. DIMENSIONS ARE NOT FURNISHED TO SIMPSON HD, LCB, CB OR PA
<br />TYPE HOLDOWNS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR'S
<br />SUPERINTENDENT, THE FRAMING CONTRACTOR AND THE CONCRETE
<br />CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION.
<br />9. ALL SIMPSON PA, HD, LCB AND CB HOLDOWNS TO BE FASTENED TO
<br />MIN 4X4 POST.
<br />10. ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PB'S AND PC'S
<br />MINIMUM UNLESS OTHERWISE NOTED.
<br />11. SIMPSON PA, HD, LCB AND CB ANCHORS TO BE TIED IN PLACE PRIOR
<br />TO CALLING FOR INSPECTION.
<br />12. SLABS SHALL HAVE MINIMUM THICKNESS OF 4 INCHES AND
<br />REINFORCEMENT OF #4 @ 16" OC EACH WAY OR APPROVED EQUAL,
<br />PLACED AT THE CENTER OF THE SLAB. FOR MOISTURE SENSITIVE
<br />SLABS, A VAPOR BARRIER MEMBRANE COVERED WITH A 2" MINIMUM
<br />OF CLEAN SAND SHOULD BE PLACED BELOW THE SLAB.
<br />13. LAG BOLTS: PROVIDE LEAD HOLE 70% OF THREADED SHANK DIAMETER
<br />AND FULL DIAMETER FOR SMOOTH SHANK PORTION. SOAP, PARAFFIN,
<br />OR OTHER APPROVED LUBRICANT SHALL BE USED ON THREADS.
<br />INSTALLATION SHALL BE BY SCREWING NOT HAMMERING. CARE SHALL
<br />BE TAKEN TO AVOID OVER TORQUING BOLT.
<br />14. PLATE WASHERS ARE REQUIRED FOR ALL HOLDOWNS.
<br />15. ALL HOLDOWN ANCHOR NUTS SHALL BE TIGHTENED JUST PRIOR TO
<br />COVERING OF THE WALL FRAMING.
<br />16. THE FOUNDATION SILLS SHALL BE PRESSURE TREATED OR
<br />FOUNDATION GRADE REDWOOD.
<br />17. FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE
<br />GROUND SLOPES MORE THAN 1 UNIT VERTICAL IN 10 UNITS
<br />HORIZONTAL (10% SLOPE) SHALL BE LEVEL OR SHALL BE STEPPED SO
<br />THAT BOTH TOP AND BOTTOM OF SUCH FOUNDATION ARE LEVEL.
<br />18. EXPANSIVE SOIL REQUIREMENTS:
<br />IF SOIL IS FOUND TO BE EXPANSIVE, THE FOOTINGS MUST MEET THE
<br />FOLLOWING MINIMUM REQUIREMENTS:
<br />A. DEPTH OF FOOTINGS BELOW THE NATURAL AND FINISH GRADES
<br />SHALL NOT BE LESS THAN 24" FOR EXTERIOR AND 24" FOR INTERIOR
<br />FOOTINGS.
<br />B. EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL BE
<br />SUPPORTED ON CONTINUOUS FOOTINGS.
<br />C. FOOTINGS SHALL BE REINFORCED WITH A MINIMUM FOUR 12"
<br />DIAMETER DEFORMED REINFORCING BARS. TWO BARS SHALL BE
<br />PLACED 4 INCHES OF THE BOTTOM OF THE FOOTING AND TWO BARS
<br />WITHIN 4 INCHES OF THE TOP OF THE FOOTINGS.
<br />D. THE SOIL BELOW AN INTERIOR CONCRETE SLAB SHALL BE
<br />SATURATED WITH MOISTURE TO A DEPTH OF 18" PRIOR TO PLACING OF
<br />CONCRETE.
<br />E. CONCRETE SLABS ON GRADE ON EXPANSIVE SOIL OR COMPACTED
<br />FILL SHALL BE PLACED ON A 4" FILL OF COARSE AGGREGATE OR ON A
<br />2" SAND BED COVERED MOISTURE BARRIER MEMBRANE. THE SLABS
<br />SHALL BE AT LEAST 4" THICK AND SHALL BE REINFORCED WITH #4
<br />BARS SPACED AT INTERVALS NOT EXCEEDING 16" EACH WAY.
<br />19. HOLDOWN CONNECTOR BOLT HOLES SHALL NOT BE MORE THAN 116"
<br />OVERSIZED AT THE CONNECTOR OF THE HOLDOWN TO THE POST.
<br />FOUNDATION NOTES STRUCTURAL WOOD NOTES
<br />GENERAL NOTES AND SPECIFICATIONS
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<br />Sheet #
<br />Sheet title
<br />Date :
<br />Project #:
<br />Phase:
<br />10-10-2024
<br />24-186
<br />2nd submittal
<br />#Date
<br />Revisions:
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<br />10 PsfCEILING LIVE LOAD:
<br />SEISMIC DESIGN CATEGORY:
<br />SEISMIC SITE CLASS:
<br />SPECTRAL RESPONSE ACCELERATION
<br />SPECTRAL RESPONSE ACCELERATION
<br />AT SHORT PERIODS
<br />AT 1-SECOND PERIOD
<br />SEISMIC VALUES (FOR AREAS A)
<br />MAPPED SPECTRAL RESPONSE ACCELERATION
<br />MAPPED SPECTRAL RESPONSE ACCELERATION
<br />AT SHORT PERIODS
<br />AT 1-SECOND PERIOD
<br />a.1
<br />b.
<br />d.
<br />e.
<br />c.
<br />IMPORTANCE FACTOR 1
<br />a.2 RISK CATEGORY II
<br />SDC="D"
<br />"D"
<br />SDS=1.17g
<br />SD1=0.8g
<br />SS=1.48g
<br />S1=0.51g
<br />LATITUDE:
<br />LONGITUDE:
<br />33.7482 °N
<br />-117.8692 °W
<br />DESIGN PARAMETERS
<br />2022 CBC : CALIFORNIA BUILDING CODE
<br />7-16 ASCE : MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES
<br />2021 IBC : INTERNATIONAL BUILDING CODE
<br />DEAD & LIVE LOADS
<br />7.0 PsfCEILING DEAD LOAD:
<br />215 W 4th St
<br />1/22/2025
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