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STRUCTURAL NOTES
<br />NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER THESE STANDARD
<br />STRUCTURAL NOTES.DETAILS NOTED AS "TYPICAL"SHALL BE USED WHENEVER APPLICABLE.
<br />REFER TO SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE NOTES OR DRAWINGS.
<br />THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE
<br />STARTING WORK, AND THE ENGINEER/ARCHITECT SHALL BE IMMEDIATELY NOTIFIED, IN WRITING,
<br />OF ANY DISCREPANCIES. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS,
<br />OR DETAILS ON THE STRUCTURAL DRAWINGS.
<br />ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE STRUCTURAL DRAWINGS
<br />AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF, AND RESOLVED WITH, THE
<br />ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED.
<br />WHERE A CONSTRUCTION DETAIL IS NOT SPECIFICALLY SHOWN OR NOTED, THE DETAIL SHALL BE
<br />THE SAME AS FOR OTHER SIMILAR WORK.
<br />THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE
<br />EXCAVATED, BEFORE BEGINNING EXCAVATION.
<br />NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN OR THRU SLABS, BEAMS, OR
<br />WALLS, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC. EXCEPT AS
<br />INDICATED ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR
<br />INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC.
<br />THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
<br />DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
<br />AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
<br />WORKING HOURS.
<br />RETAIN A CALIFORNIA REGISTERED CIVIL ENGINEER TO DESIGN ALL TEMPORARY BRACING,
<br />SHORING, AND SUPPORT REQUIRED DURING CONSTRUCTION.
<br />INCLUDE ENGINEERING FEES, ENGINEERING DESIGN TIME AND BUILDING DEPARTMENT APPROVAL
<br />TIME IN THE COST OF PROPOSED MATERIAL ALTERNATES. CONTACT ENGINEER FOR FEE AMOUNT.
<br />SUBMIT MATERIAL ALTERNATE FOR REVIEW BEFORE CONSTRUCTION.
<br />ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 2019 CBC.
<br />1.
<br />2.
<br />3.
<br />4.
<br />5.
<br />6.
<br />8.
<br />9.
<br />10.
<br />7.
<br />GENERAL
<br />11. IF STRUCTURAL OBSERVATIONS ARE REQUIRED, PROVIDE 72 HOURS NOTICE PRIOR TO OBSERVATION.
<br />STRUCTURAL STEEL
<br />ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE CBC CHAPTER 22,
<br />FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS.
<br />WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. OTHER ROLLED SHAPES AND PLATES SHALL
<br />CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE. HSS SHALL CONFORM TO ASTM A500,
<br />GRADE-B. PIPES SHALL CONFORM TO ASTM A53, GRADE-B. IDENTIFICATION PROCEDURES SHALL
<br />CONFORM TO ASTM A6.
<br />MACHINE BOLTS SHALL BE GRADE-A CONFORMING TO ASTM A307. ANCHOR BOLTS SHALL BE ASTM F1554,
<br />GRADE 36. NUTS FOR MACHINE BOLTS AND ANCHOR BOLTS SHALL CONFORM TO ASTM A563, HEX
<br />GRADE-A. THREADED RODS SHALL CONFORM TO ASTM A36. THREADED AND NUTTED ANCHOR BOLTS
<br />SHALL BE ASTM F1554, GRADE 36. ROUND WASHERS SHALL CONFORM TO ASTM F436.
<br />HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325. NUTS FOR HEIGHT STRENGTH BOLTS
<br />SHALL BE HEAVY HEX, GRADE-C, CONFORMING TO ASTM A563. INSTALLATION OF HIGH STRENGTH
<br />BOLTS SHALL BE INSPECTED AS REQUIRED BY "SPECIFICATION FOR STRUCTURAL JOINTS USING
<br />ASTM A325 OR A 490 BOLTS" (JUNE 2004).
<br />ALL BOLT HOLES SHALL BE 1/16" LARGER THAN THE BOLT, UNLESS NOTED OTHERWISE.
<br />HEADED STUDS EMBEDDED IN CONCRETE SHALL CONFORM TO ASTM A108.
<br />NON-SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 7000 SPI PER
<br />ASTM C109. NON-SHRINK GROUT SHALL BE INSTALLED IMMEDIATELY AFTER COLUMN IS PLUMBED.
<br />CONTRACTOR SHALL NOT LOAD COLUMN ANCHOR BOLTS BEFORE PLACEMENT OF NON-SHRINK GROUT
<br />WITHOUT TAKING MEASURES TO PREVENT BUCKLING OF ANCHOR BOLTS UNDER CONSTRUCTION LOAD.
<br />WELDING SHALL CONFORM TO THE LATEST EDITION OF AWS D1.1 AND SHALL USE EITHER THE
<br />SHIELDED OR FLUX CORE METHODS. ELECTRODES USED SHALL BE E70XX, E71-T8 OR E70-T6.
<br />WELDERS SHALL BE CERTIFIED.
<br />WELDS IDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE
<br />CONTINUOUS SPECIAL INSPECTION WHEN THE WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP.
<br />HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE
<br />WITH CBC SECTION 1704.2.
<br />ALL FULL PENETRATION GROOVE WELDS FOR MOMENT FRAME MEMBERS SHALL BE ULTRASONICALLY
<br />INSPECTED BY AN APPROVED TESTING AGENCY AND SHALL CONFORM TO THE LATEST EDITION OF
<br />AWS D1.1, SECTION 5 & 6.
<br />ALL STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED AND ALL FIELD WELDS
<br />FOR SUCH MEMBERS SHALL BE TOUCHED UP WITH GALVALOID.
<br />STEEL FABRICATOR TO VERIFY ALL DIMENSIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS.
<br />STEEL FABRICATOR TO COORDINATE WITH MECHANICAL SUBCONTRACTOR FOR THE SIZE, LOCATION,
<br />AND DIMENSIONS OF MECHANICAL UNITS AND OPENINGS.
<br />ALL FABRICATION SHALL BE DONE IN A SHOP OF AN APPROVED FABRICATOR. STRUCTURAL STEEL
<br />SHOP DRAWINGS SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER BEFORE FABRICATION.
<br />1.
<br />2.
<br />3.
<br />4.
<br />5.
<br />6.
<br />7.
<br />8.
<br />9.
<br />10.
<br />11.
<br />12.
<br />13.
<br />SPECIAL INSPECTION REQUIRED
<br />SPECIAL INSPECTION
<br />1.SPECIAL INSPECTION SHALL MEET THE REQUIREMENTS OF CBC SECTION 1704.
<br />2.SPECIAL INSPECTORS SHALL:
<br />A.BE UNDER THE SUPERVISION OF A CALIFORNIA REGISTERED CIVIL ENGINEER.
<br />B.OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DRAWINGS AND
<br />SPECIFICATIONS.
<br />C.FURNISH INSPECTION REPORTS TO THE ENGINEER AND BUILDING DEPARTMENT. DISCREPANCIES SHALL BE
<br />BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN IF NOT
<br />CORRECTED, TO THE ENGINEER AND BUILDING DEPARTMENT.
<br />D.SUBMIT TO THE ENGINEER AND BUILDING DEPARTMENT A FINAL REPORT, SIGNED BY A CALIFORNIA
<br />REGISTERED CIVIL ENGINEER, STATING THAT THE WORK WAS IN CONFORMANCE WITH THE APPROVED
<br />DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC.
<br />3.INSPECTION NOTES:
<br />A.CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CBC
<br />SECTION 109,APPENDIX CHAPTER 1. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A
<br />BUILDING OFFICIAL. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT APPROVAL
<br />OF THE BUILDING OFFICIAL IS SUBJECT TO REMOVAL OR EXPOSURE.
<br />B.CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING PERFORMANCE OF THE WORK UNLESS
<br />SPECIFICALLY NOTED.
<br />C.SPECIAL INSPECTORS MUST BE CERTIFIED BY THE BUILDING DEPARTMENT TO PERFORM THE TYPES OF
<br />INSPECTIONS SPECIFIED.
<br />D.IT IS THE RESPONSIBILITY OF THE OWNER TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT
<br />LEAST ONE WORKING DAY BEFORE PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL
<br />WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL.
<br />1.ANCHORS, ANCHOR BOLTS, & DOWELS
<br />A.VERIFY MANUFACTURERS INSTALLATION REQUIREMENTS (AND TESTING) OF EPOXIED DOWELS IN
<br />CONCRETE AT (HOLDOWNS) (EXISTING FOOTINGS) (CONCRETE REPAIRS).
<br />B.VERIFY MANUFACTURERS INSTALLATION REQUIREMENTS OF WEDGE AND SLEEVE ANCHORS (WHERE
<br />INDICATED).
<br />SCHED.SCHEDULEHDHOLD DOWNBOTTOMBTM.
<br />DITTO (REPEAT)
<br />EXST. (E)
<br />EXP.
<br />EXT.
<br />EXPANSION
<br />EXTERIOR
<br />EXISTING
<br />DP (D)
<br />EL.
<br />EQ.
<br />ENG.
<br />E.N.
<br />EMBD.
<br />ELEV.
<br />ELEC.
<br />EQPT.
<br />DWG.
<br />DWL.
<br />EA.
<br />E.J.
<br />E.F.
<br />ELEVATION
<br />ENGINEER
<br />EDGE NAIL/SCREWS
<br />EMBED(MENT)
<br />ELECTRICAL
<br />EQUIPMENT
<br />EQUAL
<br />ELEVATOR
<br />DEEP (DEPTH)
<br />DRAWING(S)
<br />EXPANSION JOINT
<br />EACH FACE
<br />DOWEL(S)
<br />EACHEACH
<br />EACH
<br />CONSTRUCTIONCONST.
<br />DIA. ( )
<br />DIAPH.
<br />DEPT.
<br />D.F.
<br />DIAG.
<br />DIM.
<br />DN.
<br />do
<br />CONT.
<br />CTR.
<br />C.Y.
<br />d
<br />DBL.
<br />CTSK.
<br />DEPARTMENT
<br />DOUGLAS FIR
<br />DIAPHRAGM
<br />DIMENSION
<br />Ø DIAMETER
<br />DIAGONAL
<br />DOWN
<br />CONTINUOUS
<br />CENTER(ED)
<br />CUBIC YARD
<br />PENNY(NAILS)
<br />COUNTERSINK
<br />DOUBLE
<br />CAMB.(C)
<br />CONN.
<br />CL. OR
<br />C.J.
<br />CLG.
<br />CLR.
<br />CMU.
<br />COL.
<br />CONC.
<br />BTWN.
<br />CANT.
<br />C.F.
<br />C.G.
<br />C.I.P.
<br />CONSTRUCTION JOINT
<br />CENTER LINE
<br />CONCRETE
<br />CONNECTION
<br />CONC. MASONRY UNIT
<br />CEILING
<br />CLEAR
<br />COLUMN
<br />L(C)
<br />CAMBER(ED)
<br />CANTILEVERED
<br />CAST IN PLACE
<br />CUBIC FEET (FOOT)
<br />CENTER OF GRAVITY
<br />BETWEEN
<br />VERIFY IN FIELD
<br />VERTICAL
<br />UNLESS NOTED OTHERWISE
<br />UNIFORM BUILDING CODE
<br />WELDED WIRE FABRIC
<br />WELDED STUD(S)
<br />WEAKENED PLANE JOINT
<br />WORK POINT
<br />WIDE (WIDTH)
<br />DOUBLE EXTRA STRONG
<br />EXTRA STRONG
<br />OPEN WEB JOISTS
<br />OUTSIDE DIAMETER
<br />ON CENTER
<br />ORIENTATE(ION)
<br />OPENING
<br />OPPOSITE HAND
<br />OUTSIDE FACE
<br />O.C.
<br />ORNT.
<br />OPNG.
<br />O.H.
<br />O.F.
<br />O.D.
<br />XX-STG
<br />YD YARD
<br />NON-SHRINK GROUT
<br />MTL.METAL
<br />NOT TO SCALE
<br />NEAR SIDE
<br />NUMBER
<br />NEW
<br />N.T.S.
<br />N.S.G.
<br />N.S.
<br />NO. (#)
<br />(N)
<br />MACHINE BOLT
<br />MECHANICAL
<br />MEZZANINE
<br />MANUFACTURER
<br />MISCELLANEOUS
<br />MINI-LAM-BM.
<br />MINIMUM
<br />M.B.
<br />MECH.
<br />MEZZ.
<br />MFR.
<br />MISC.
<br />MLB
<br />MIN.
<br />WOODWD.
<br />X-STG
<br />WWF
<br />WT
<br />W.S.
<br />WPJ
<br />W.P.
<br />WEIGHT
<br />VIF
<br />VERT.
<br />U.N.O.
<br />UBC
<br />w/
<br />(W)
<br />WITH
<br />SQUARE
<br />SIMILAR
<br />SELECT STRUCTURAL
<br />SPECIFICATION(S)
<br />SPACE(S)(ING)
<br />SKEW(ED)
<br />SHEATHING
<br />STAGGER(ED)
<br />SYMMETRICAL
<br />SUSPENDED(TION)
<br />STRUCTURAL
<br />STIRRUP(S)
<br />STIFFENER(S)
<br />TOP AND BOTTOM
<br />TOP OF WALL
<br />TOP OF SHEATHING
<br />TOE NAIL
<br />TEMPORARY
<br />THREADED
<br />THICK(NESS)
<br />TONGUE AND GROOVE
<br />TEMPERATURE
<br />TYPICAL
<br />TOP OF STEEL
<br />TRANSVERSE
<br />STANDARD
<br />SYMM.K KIPS (1000)
<br />LINEAR FEET (FOOT)
<br />LGTH LENGTH
<br />LONG LEG HORIZ.
<br />LONG LEG VERT.
<br />LIGHT WEIGHT
<br />MASONRY
<br />MATERIAL
<br />MAXIMUM
<br />LLH
<br />LLV
<br />LT.WT.
<br />MAS.
<br />MAT'L.
<br />MAX.
<br />LATERAL
<br />POUNDS
<br />LAG BOLTS
<br />LEDGER
<br />LONG(ITUDINAL)
<br />LAT.
<br />LB (#)
<br />L.B.
<br />LDGR
<br />L.F.
<br />LG.
<br />TMPRY.
<br />TRANSV.
<br />T.O.W.
<br />T.O.S.
<br />T.N.
<br />TYP.
<br />T.S.
<br />T & B
<br />T & G
<br />THRD.
<br />THK.
<br />TEMP.
<br />(T)TOP
<br />INCH(ES)
<br />INTERIOR
<br />JOIST
<br />JOINT
<br />INSIDE FACE
<br />IN. (")
<br />INT.
<br />JST.
<br />JT.
<br />I.F.
<br />HEADER
<br />HANGER
<br />HORIZONTAL
<br />HIGH STRENGTH BOLTS
<br />HEIGHT
<br />INSIDE DIAMETER
<br />INVERT ELEVATION
<br />HDR.
<br />HGR.
<br />HORZ. (H)
<br />HSB
<br />HT.
<br />I.D.
<br />I.E.
<br />STRUC.
<br />SUSP.
<br />STL.
<br />STIR.
<br />STIFF.
<br />STGR.
<br />STD.
<br />STEEL
<br />SHT.
<br />SS
<br />SQ.
<br />SPEC.
<br />SPC.
<br />SKW.
<br />SIM.
<br />SHTG.
<br />SHEET
<br />STRUCTURAL ABBREVIATIONS
<br />APPROXIMATE(LY)APPRX.
<br />BNDRY.
<br />BLKG.
<br />BM.
<br />B.N.
<br />B.O.F.
<br />BRDG.
<br />BRG.
<br />ARCH.
<br />& OR
<br />@
<br />B.F.
<br />BLDG.
<br />BLK.
<br />BEL.
<br />BLOCKING
<br />BOUNDARY
<br />BRIDGE(ING)
<br />BOUNDARY NAILING
<br />BOTTOM OF FOOTING
<br />BEAM
<br />BEARING
<br />ARCHITECT(TURAL)
<br />BRACED FRAME
<br />AND
<br />AT
<br />BUILDING
<br />BLOCK
<br />BELOW
<br />A.B.
<br />ABV.
<br />ADD'L
<br />ADJ.
<br />ALUM.
<br />ALT.
<br />ANCHOR BOLT
<br />ADDITIONAL
<br />ADJACENT
<br />ALUMINUM
<br />ALTERNATE
<br />ABOVE
<br />RIDGE BOARD
<br />PARALLEL
<br />PRECAST CONCRETE
<br />PERPENDICULAR
<br />PARALLEL STRAND LUMBER
<br />PLYWOOD
<br />POUNDS PER SQUARE FOOT
<br />POUNDS PER SQUARE INCH
<br />PRESSURE TREATED
<br />POSTTENSIONED
<br />(PRESTRESSED)
<br />QUANTITY
<br />REINFORCED CONCRETE PIPE
<br />REFERENCE
<br />REINFORCEMENT(ING)
<br />REQUIRED
<br />RIGID FRAME
<br />ROUGH OPENING
<br />P.S.F.F.O.C.FACE OF CONCRETE
<br />FACE OF MASONRY
<br />GLUED LAMINATED BEAM
<br />GYPSUM WALLBOARD
<br />GAUGE
<br />GALVANIZED
<br />GRADE BEAM
<br />GRADE
<br />GA.
<br />GALV.
<br />GB
<br />GLB
<br />GRD.
<br />GYPDB.
<br />FACE OF STUD
<br />FACE OF WALL
<br />FRAME(ING)
<br />FOOT (FEET)
<br />FOOTING
<br />FAR SIDE
<br />F.O.M.
<br />F.O.S.
<br />F.O.W.
<br />FRM.
<br />FT. (')
<br />FTG.
<br />F.S.
<br />RAD. (R)
<br />REQ'D.
<br />R.B.
<br />R.C.P.
<br />REF.
<br />REINF.
<br />R.F.
<br />R.O.
<br />P.S.I.
<br />P.T.
<br />P/T
<br />QTY.
<br />RADIUS
<br />FABRICATION
<br />FOUNDATION
<br />FINISH(ED)
<br />FLANGE
<br />FLOOR
<br />FIELD (FACE) NAIL
<br />FAB.
<br />FND.
<br />FIN.
<br />FLG.
<br />FLR.
<br />F.N.
<br />PAR. (//)
<br />P
<br />PERP. ( )
<br />PL. ( )
<br />P/C
<br />PSL
<br />PLY.
<br />L PLATE
<br />OWJ.
<br />E.S.EDGE SCREWS
<br />FIELD VERIFYF.V.
<br />4.
<br />5.
<br />6.
<br />THE MAXIMUM THICKNESS APPROVED FOR THE USE IS 14" WITH THE EXCEPTION
<br />FIBREBOLTS WHICH ARE LIMITED TO 12" AND 5 8" DIAMETER BOLTS.
<br />PRODUCTS SHALL BE LABELED OR PACKAGE CLEARLY IDENTIFYING THE PRODUCT AS
<br />EXTREN 525 MANUFACTURED BY STRONGWELL COMPANY.
<br />7.
<br />THE MAXIMUM ALLOWABLE TENSILE LOAD FOR 12" & 5 8" DIAMETER BOLTS SHALL BE 550 LBS.,
<br />AND682 LBS. RESPECTIVELY, THE MAXIMUM ALLOWABLE SHEAR LOAD FOR THE 12" AND 5 8"
<br />DIAMETER BOLTS SHALL BE 861 LBS. AND 1052 LBS. RESPECTIVELY.
<br />6
<br />2.
<br />1.
<br />PROPERTIES OF FRP:
<br />FU= 30,000 PSI
<br />FIBERGLASS REINFORCED PLASTIC IS A COMPOSITE CONSISTING OF A PLASTIC RESIN
<br />MATRIX REINFORCED BY EMBEDDED GLASS FIBERS.
<br />FIBERGLASS REINFORCED PLASTIC (FRP)
<br />3.ANCHOR BOLTS SHALL BE 1/2"Ø FRP BOLTS UNLESS NOTED OTHERWISE.
<br />E= 2.6x10 PSI
<br />8.
<br />9.THE FIBERGLASS PRODUCT SHALL PROTECTED WITH AN MFG APPROVED UV INHIBITOR.
<br />THE DESIGN OF ALL FRP STRUCTURAL SHAPES, EXCLUDING BOLTS EXCEPT AS APPROVED
<br />HEREIN, SHALL BE IN ACCORDANCE WITH THE ASCE PRE-STANDARD FOR LOAD &
<br />RESISTANCE FACTOR DESIGN (LRFD) OF PULTRUDED FIBER REINFORCED POLYMER (FRP)
<br />STRUCTURES.
<br />ONLY FIBERGLASS NUTS SHALL BE USED WITH THE FIBREBOLTS, STEEL NUTS SHALL BE
<br />PROHIBITED.
<br />10.ALL FRP MEMBERS SHALL BE IDENTIFIED WITH LARR #25536 AND FIBERGATE LABEL.
<br />DESIGN CRITERIA
<br />LATERAL LOADS:
<br /> A) EARTHQUAKE DESIGN DATA:
<br /> SEISMIC IMPORTANCE FACTOR......................................
<br /> OCCUPANCY CATEGORY.................................................
<br /> MAPPED SPECTRAL RESPONSE ACCEL.....................Ss
<br /> S1
<br /> SITE CLASS.........................................................................
<br /> SPRECTRAL RESPONSE COEFF................................SDS
<br /> SD1
<br /> SEISMIC DESIGN CATEGORY..........................................
<br /> B) WIND:
<br /> BASIC WIND SPEED........................................................
<br /> SITE EXPOSURE..............................................................
<br /> I..........................................................................................
<br />=1.25
<br />=II
<br />=1.304
<br />=0.468
<br />=D
<br />=1.043
<br />=N/A
<br />=D
<br />101 MPH
<br />= D
<br />=1.25
<br />1452 EDINGER AVE.
<br />TUSTIN, CALIFORNIA 92780
<br />10 CHURCH CIRCLE
<br />ANNAPOLIS, MD 21401
<br />4430 E. MIRALOMA AVE. SUITE D
<br />ANAHEIM, CALIFORNIA 92807
<br />S-1
<br />George Gomez, P.E.
<br />C VI
<br />C 92845
<br />EORGE GOME
<br />REGISTERED PROFESSIONALENGINEER
<br />STATE OF CAL IFORNIAIL
<br />ZG
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