|
STRUCTURAL NOTES
<br />1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES:
<br />2022 CALIFORNIA BUILDING CODE AND LATEST REVISIONS
<br />REFERRED TO HERE AS "THE CODE", AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY
<br />OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL
<br />SAFETY, AND THOSE CODES & STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS.
<br />2. DESIGN LOADS:
<br />LIVE LOADS:
<br />ROOF 20 PSF REDUCIBLE
<br />3. WIND ANALYSIS PER CHAPTER 16 OF THE CODE
<br />RISK CATEGORY = II
<br />BASIC WIND SPEED = 95 mph
<br />WIND EXPOSURE = C
<br />4. SEISMIC ANALYSIS PER CHAPTER 16 OF THE CODE UTILIZING THE FOLLOWING PROCEDURE:
<br />RISK CATEGORY = II
<br />IMPORTANCE FACTOR = 1.0
<br />REDUNDANCY FACTOR, ρ = 1
<br />SITE CLASS = D (DEFAULT)
<br />SDS = 1.03
<br />DESIGN CRITERIA
<br />1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT
<br />SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.
<br />2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS
<br />PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE
<br />ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE
<br />ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE
<br />REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO
<br />EXPENSE TO THE OWNER OR ARCHITECT.
<br />3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL
<br />DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
<br />4. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:
<br />SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED.
<br />SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS.
<br />SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES,
<br />DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC.
<br />SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN.
<br />FLOOR AND ROOF FINISHES.
<br />DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.
<br />5. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:
<br />PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR
<br />NOTED. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
<br />CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.
<br />SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS.
<br />6. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.
<br />THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL
<br />MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL
<br />INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION
<br />EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE
<br />INSPECTION OF THE ABOVE ITEMS.
<br />7. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS,
<br />UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN
<br />DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE
<br />STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. FOR ANY FURTHER
<br />RESTRICTIONS ON OPENINGS IN STRUCTURAL ELEMENTS, SEE APPLICABLE SECTIONS BELOW.
<br />8. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.
<br />9. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED
<br />EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY
<br />SUCH STRUCTURES ARE FOUND, STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
<br />10. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL
<br />NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR
<br />BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
<br />11. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS, IF ANY, ARE
<br />APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES
<br />AND COORDINATING WITH THE REQUIREMENTS OF THIS PROJECT. THE CONTRACTOR SHALL EXERCISE
<br />EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THE CONTRACTOR SHALL
<br />IMMEDIATELY NOTIFY THE ARCHITECT IF ANY CONDITIONS ARE DISCOVERED THAT REQUIRES FURTHER
<br />COORDINATION.
<br />THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT OCCURS DUE TO NOT FULLY LOCATING
<br />EXISTING UTILITIES.
<br />12. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS BASED ON
<br />AVAILABLE KNOWLEDGE OF EXISTING STRUCTURE. CONTRACTOR SHALL VERIFY IN FIELD ALL EXISTING
<br />CONDITIONS RELATIVE TO THE SCOPE OF THIS PROJECT. WHERE ACTUAL CONDITIONS ARE NOT IN
<br />ACCORDANCE WITH THE DRAWINGS PROVIDED, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY.
<br />CONTRACTOR SHALL ALIGN FOR SUFFICIENT BUDGET AND SCHEDULE CONTINGENCY TO ADDRESS
<br />EXISTING HIDDEN CONDITIONS.
<br />13. ALL DEMOLITION SHALL BE PERFORMED IN SUCH A WAY AS NOT TO DAMAGE THE EXISTING STRUCTURAL
<br />ELEMENTS THAT ARE TO REMAIN IN THE FINISHED STRUCTURE. ANY PORTIONS OF STRUCTURE TO REMAIN
<br />THAT ARE DAMAGED DURING DEMOLITION SHALL BE REPLACED AT NO ADDITIONAL COST. EXISTING
<br />STRUCTURAL ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE, IN ORDER TO MITIGATE
<br />DAMAGE. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF ALL EXISTING STRUCTURAL
<br />ELEMENTS THAT ARE NECESSARY FOR THE COMPLETION OF ALL NEW WORK.
<br />GENERAL
<br />DETAIL NUMBER
<br />SHEET NUMBER
<br />CALLOUT REFERENCE
<br />SECTION REFERENCE
<br />PLAN NORTH
<br />ELEVATION REFERENCE
<br />CLOUD AND REVISIONS
<br />GRID SYSTEM
<br />DETAIL REFERENCE
<br />NORTH SYMBOL
<br />S-1.1
<br />1
<br />SHEET
<br />##
<br />1
<br />A
<br />1
<br />SHEET
<br />##
<br />SHEET
<br />##
<br />1511 E. ORANGETHORPE AVE,
<br />SUITE C FULLERTON, CA 92831
<br />JOB NO:
<br />SCALE:
<br />TITLE:
<br />DRAWN:CHECK:
<br />DELTA ISSUE NR. DATEDESCRIPTION
<br />SHEET:
<br />Stamp
<br />CLIENT/PROJECT LOCATION
<br />N
<br />IG
<br />R
<br />E
<br />TATS
<br />E OFILACFO
<br />C I V I L R
<br />R
<br />STERED P L
<br />OFESSIONA
<br />N
<br />E
<br />R
<br />AI
<br />E
<br />ENGI
<br />TY
<br />L
<br />E
<br />R
<br />FRANK L I N KREH
<br />B
<br />I
<br />EL
<br />No. 78517
<br />Exp. 09/30/25
<br />1501 Quail St., Ste 150,
<br />Newport Beach, CA 92660
<br />O: 949.418.6722
<br />www.srssinc.com
<br />1 ISSUED FOR PLAN CHECK 9/3/2024
<br />12" = 1'-0"
<br />Au
<br />t
<br />o
<br />d
<br />e
<br />s
<br />k
<br />
<br />D
<br />o
<br />c
<br />s
<br />:
<br />/
<br />/
<br />2
<br />4
<br />0
<br />1
<br />7
<br />
<br />-
<br />
<br />W
<br />e
<br />l
<br />l
<br />s
<br />
<br />F
<br />a
<br />r
<br />g
<br />o
<br />
<br />-
<br />
<br />S
<br />a
<br />n
<br />t
<br />a
<br />
<br />A
<br />n
<br />a
<br />/
<br />2
<br />4
<br />0
<br />17
<br />
<br />-
<br />
<br />W
<br />e
<br />l
<br />l
<br />s
<br />
<br />F
<br />a
<br />r
<br />g
<br />o
<br />
<br />-
<br />
<br />S
<br />a
<br />n
<br />t
<br />a
<br />
<br />A
<br />n
<br />a
<br />_
<br />r
<br />v
<br />t
<br />2
<br />4
<br />.
<br />r
<br />v
<br />t
<br />9/
<br />1
<br />2
<br />/
<br />2
<br />0
<br />2
<br />4
<br />
<br />8
<br />:
<br />0
<br />9
<br />:
<br />2
<br />9
<br />
<br />A
<br />M
<br />GENERAL NOTES
<br />S-0.1
<br />WELLS FARGO
<br />3925 S Bristol St.
<br />Santa Ana, CA 92704
<br />SRSSJG
<br />24017
<br />SHEET INDEX
<br />S-0.1 GENERAL NOTES
<br />S-1.1 ROOF FRAMING PLAN
<br />S-3.1 DETAILS
<br />ABBREVIATION LIST
<br />& AND
<br />@ AT
<br />AB ANCHOR BOLT
<br />ABV ABV
<br />ADDL ADDITIONAL
<br />ADJ ADJACENT
<br />AFF ABOVE FINISHED FLOOR
<br />AGGR AGGREGATE
<br />ALT ALTERNATE
<br />ALUM ALUMINUM
<br />APPVD APPROVED
<br />APROX APPROXIMATELY
<br />ARCH ARCHITECTURAL; ARCHITECT
<br />(B) BOTTOM
<br />BD BOARD
<br />BLDG BUILDING
<br />BLK BLOCK
<br />BLKG BLOCKING
<br />BLW BELOW
<br />BM BEAM
<br />BN BOUNDARY NAIL
<br />BOF BOTTOM OF FOOTING
<br />BOT OR B/ BOTTOM OF
<br />BRCG BRACING
<br />BRG BEARING
<br />BS BOUNDARY SCREW
<br />BTW BETWEEN
<br />CALCS CALCULATIONS
<br />CANT CANTILEVER
<br />CBC CALIFORNIA BUILDING CODE
<br />CF CUBIC FOOT
<br />CG CENTER OF GRAVITY
<br />CIP CAST IN PLACE
<br />CJ CONSTRUCTION JOINT; CONTROL JOINT
<br />CL CENTER LINE
<br />CLR CLEARANCE; CLEAR
<br />CMU CONCRETE MASONRY UNIT
<br />CO COMPANY
<br />COL COLUMN
<br />COMP COMPRESSION
<br />CONC CONCRETE
<br />CONN CONNECT; CONNECTION
<br />CONST CONSTRUCTION
<br />CONT CONTINUE; CONTINUOUS
<br />CONTR CONTRACTOR
<br />CP COMPLETE PENETRATION
<br />CTR CENTER
<br />CTSK COUNTERSINK; COUNTERSUNK
<br />d PENNY (NAILS)
<br />db BAR DIAMETER
<br />DBL DOUBLE
<br />DEPT DEPARTMENT
<br />DET DETAIL
<br />DIA OR Ø DIAMETER
<br />DIAG DIAGONAL
<br />DIAPH DIAPHRAGM
<br />DIM DIMENSION
<br />DIR DIRECTION
<br />DIST DISTANCE
<br />DL DEAD LOAD
<br />DN DOWN
<br />DO DITTO
<br />DWG DRAWING
<br />DWL DOWEL
<br />(E) OR EXIST EXISTING
<br />e.g. FOR EXAMPLE
<br />EA EACH
<br />EF EACH FACE
<br />EJ END JACK; EXPANSION JOINT
<br />EL ELEVATION
<br />ELEC ELECTRICAL
<br />ELEV ELEVATION; ELEVATOR
<br />EMB EMBED
<br />EN END NAIL
<br />ENGR ENGINEER
<br />EOR ENGINEER OF RECORD
<br />EOS EDGE OF SLAB
<br />EQ EQUAL
<br />EQUIP EQUIPMENT
<br />EQUIV EQUIVALENT
<br />ES EACH SIDE; EDGE SCREW
<br />ETC ET CETERA
<br />EW EACH WAY
<br />EXT EXTERIOR
<br />F'c CONCRETE COMPRESSION STRENGTH
<br />F'm MASONRY COMPRESSION STRENGTH
<br />F/ FACE OF
<br />Fb ALLOWABLE BENDING STRESS
<br />FD FLOOR DRAIN
<br />FDN FOUNDATION
<br />FF FINISH FLOOR
<br />FIN FINISH
<br />FLR FLOOR
<br />FN FIELD NAIL
<br />FP FIRE PROOF; FULL PENETRATION
<br />FRMG FRAMING
<br />FS FULL SIZE; FAR SIDE; FIELD SCREW
<br />FT FOOT; FEET
<br />FTG FOOTING
<br />Fy YIELD STRENGTH
<br />GA GAUGE
<br />GALV GALVANIZED
<br />GB GRADE BEAM
<br />GC GENERAL CONTRACTOR
<br />GEN GENERAL
<br />GLB GLUE LAMINATED BEAM
<br />GR GRADE
<br />(H) HORIZONTAL
<br />H OR HORIZ HORIZONTAL
<br />HD HOLDOWN
<br />HDR HEADER
<br />HGR HANGER
<br />HI HIGH
<br />HP HEAVY PILING
<br />HR HARD ROCK
<br />HS HIGH STRENGTH
<br />HT HEIGHT
<br />I MOMENT OF INERTIA
<br />i.e. THAT IS
<br />IBC INTERNATIONAL BUILDING CODE
<br />ID INSIDE DIAMETER
<br />IF INSIDE FACE
<br />IN INCH
<br />INCL INCLUDE; INCLUDING
<br />INFO INFORMATION
<br />INSP INSPECTION; INSPECTOR
<br />INT INTERIOR
<br />INTERM INTERMEDIATE
<br />INV INVERT
<br />JST JOIST
<br />JT JOINT
<br />ABBREVIATION LIST
<br />k OR KIP 1,000 (e.g. POUNDS)
<br />KO KNOCK OUT
<br />KP KING POST
<br />KSF KIPS PER SQUARE FOOT
<br />KSI KIPS PER SQUARE INCH
<br /># OR LBS POUNDS
<br />(L) LONGINTUDINAL
<br />LAB LABORATORY
<br />LDGR LEDGER
<br />LF LINEAL FOOT
<br />LG LONG
<br />LIN LINEAL; LINEAR
<br />LL LIVE LOAD
<br />LLBB LONG LEGS BACK-TO-BACK
<br />LLH LONG LEG HORIZONTAL
<br />LLV LONG LEG VERTICAL
<br />LONGIT LONGITUDNAL
<br />LP LOW POINT
<br />LTWT LIGHT WEIGHT
<br />LVL LEVEL
<br />MAS MASONRY
<br />MAT MATERIAL
<br />MAX MAXIMUM
<br />MB MACHINE BOLT
<br />MDF MEDIUM DENSITY FIBERBOARD
<br />MECH MECHANICAL
<br />MEZZ MEZZANINE
<br />MFR MANUFACTURER
<br />MID MIDDLE
<br />MIN MINIMUM
<br />MISC MISCELLANEOUS
<br />MTL METAL
<br /># OR NO NUMBER
<br />(N) NEW
<br />N NORTH
<br />NF NEAR FACE
<br />NIC NOT IN CONTRACT
<br />NS NEAR SIDE
<br />NTS NOT TO SCALE
<br />OC ON CENTER
<br />OD OUTSIDE DIAMETER
<br />OF OUTSIDE FACE
<br />OH OPPOSITE HAND
<br />OPNG OPENING
<br />OPP OPPOSITE
<br />OSB ORIENTED STRAND BOARD
<br />OSHPD OFFICE OF STATEWIDE HEATH PLANNING AND
<br />DEVELOPMENT
<br />// PARALLEL
<br />PC PRECAST
<br />PCF POUNDS PER CUBIC FOOT
<br />PCI POUNDS PER CUBIC INCH
<br />PDF POWDER DRIVEN FASTENERS
<br />PE POLYETHYLENE; PROFESSIONAL ENGINEER
<br />PI PLYWOOD INDEX
<br />PL PLATE; PROPERTY LINE
<br />PLCS PLACES
<br />PLF POUNDS PER LINEAR FOOT
<br />PP PARTIAL PENETRATION
<br />PREFAB PREFABRICATED
<br />PRKG PARKING
<br />PROJ PROJECT
<br />PROP PROPERTY
<br />PSF POUNDS PER SQUARE FOOT
<br />PSI POUNDS PER SQUARE INCH
<br />PTFE POLYTETRAFLOURETHYLENE (TEFLON)
<br />PVC POLYVINYL CHLORIDE
<br />PVMT PAVEMENT
<br />┴ OR PERP PERPENDICULAR
<br />R OR RAD RADIUS
<br />RD ROOF DRAIN
<br />REF REFERNECE
<br />REG REGULAR
<br />REINF REINFORCE; REINFORCING
<br />REQ REQUIRED
<br />RET RETAINING
<br />REV REVISION
<br />RF ROOF
<br />RM ROOM
<br />RO ROUGH OPENING
<br />S ELASTIC SECTION MODULUS
<br />SAD SEE ARCHITECTURAL DRAWINGS
<br />SCHD SCHEDULE
<br />SECT SECTION
<br />SEL SELECT
<br />SFRS SEISMIC FORCE RESISTING SYSTEM
<br />SHT SHEET
<br />SHTG SHEATHING
<br />SIM SIMILAR
<br />SJ SEISMIC JOINT, SIDE JACK
<br />SLBB SHORT LEG BACK-TO-BACK
<br />SMF SPECIAL MOMENT FRAME
<br />SMS SHEET METAL SCREW
<br />SOG SLAB ON GRADE
<br />SPCG SPACING
<br />SPCL SPECIAL
<br />SPECS SPECIFICATIONS
<br />SQ SQUARE
<br />SS SELECT STRUCTURAL
<br />SSH SHORT SLOTTED HOLE
<br />STAGG STAGGER
<br />STD STANDARD
<br />STIFF STIFFENER
<br />STL STEEL
<br />STRUCT STRUCTURAL
<br />SW SHEAR WALL
<br />SYM SYMMETRICAL
<br />Σ SUM
<br />(T) TOP
<br />(T) TRANSVERSE
<br />T TOP
<br />T&B TOP & BOTTOM
<br />T&G TONGUE AND GROOVE
<br />T/ TOP OF
<br />TB TIE BEAM
<br />TEMP TEMPORARY; TEMPERATURE
<br />THK THICK
<br />THRU THROUGH
<br />TL TOTAL LOAD
<br />TN TOE NAIL
<br />TOF TOP OF FOOTING
<br />TOGB TOP OF GRADE BEAM
<br />TOL TOP OF LEDGER
<br />TOS TOP OF STEEL
<br />ABBREVIATION LIST
<br />TOSL TOP OF SLAB
<br />TOW TO OF WALL
<br />TRANSV TRANSVERSE
<br />TSP TAPERED STEEL GIRDER
<br />TYP TYPICAL
<br />UL UNDERWRITERS LABORATORY, INC
<br />UNO UNLESS NOTED OTHERWISE
<br />UT ULTRASONIC TESTING
<br />(V) VERTICAL
<br />V OR VERT VERTICAL
<br />VIF VERIFY IN FIELD
<br />W/ WITH
<br />W/C WATER-CEMENT RATIO
<br />W/O WITHOUT
<br />WF WIDE FLANGE
<br />WHT WEIGHT
<br />WP WORK POINT
<br />WWF WELDED WIRE FABRIC
<br />STRUCTURAL STEEL SHAPES
<br />C STANDARD CHANNEL
<br />HP HP SHAPE
<br />HSS HOLLOW STRUCTURAL STEEL
<br />L ANGLES
<br />M M SHAPES
<br />MC MISC CHANLES
<br />PIPE#-STD STANDARD PIPE
<br />PIPE#-XSTRONG EXTRA STRONG PIPE
<br />PIPE#-XXSTRONG DOUBLE EXTRA STRONG PIPE
<br />S S SHAPE
<br />TS TUBE STEEL
<br />W W SHAPE
<br />WT, ST, MT STRUCT TEES CUT FROM W, S, M SHAPES
<br />INSTITUTIONS
<br />ACI AMERICAN CONCRETE INSTITUTE
<br />AISC AMERICAL INSTITUTE OF STEEL CONSTRUCTION
<br />AISI AMERICAN IRON AND STEEL INSTITUTE
<br />AITC AMERICAN INSTITUTE OF TIMBER
<br />CONSTRUCTION
<br />ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
<br />APA AMERICAN PLYWOOD ASSOCIATIONS
<br />ASTM AMERICAN SOCIETY FOR TESTING AND
<br />MATERIALS
<br />AWPB AMERICAN WOOD PERSERVERS BUREAU
<br />AWS AMERICAN WELDING SOCIETY
<br />CRSI CONCRETE REINFORCING STEEL INSTITUTE
<br />ICBO INTERNATIONAL CONFERENCE OF BUILDING
<br />OFFICIALS
<br />ICC INTERNATIONAL CODE COUNCIL
<br />ICC-ER ICC-ES LEGACY REPORT
<br />ICC-ES ICC EVALUATION SERVICES
<br />ICC-ESR ICC-ES REPORT
<br />PCI PRECAST CONCRETE INSTITUTE
<br />PTI POST-TENSION CONCRETE INSTITUTE
<br />RCSC RESEARCH COUNCIL ON STRUCTURAL
<br />CONNECTIONS
<br />SJI STEEL JOIST INSTITUTE
<br />TPI TRUSS PLATE INSTITUTE
<br />3925 S Bristol
<br />St-HVAC12/23/2024
|