|
ABBREVIATIONS
<br />GENERAL NOTES
<br />SPECIAL INSPECTIONS REQUIRED
<br />DESIGN LOADS
<br />AB ANCHOR BOLT
<br />ACI AMERICAN CONCRETE INSTITUTE
<br />AFF ABOVE FINISHED FLOOR
<br />AHU AIR HANDLING UNIT
<br />AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
<br />AISI AMERICAN IRON AND STEEL INSTITUTE
<br />ARCH ARCHITECTURAL
<br />ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
<br />AWS AMERICAN WELDING SOCIETY
<br />BFF BELOW FINISHED FLOOR
<br />BL BLOCK LINTEL
<br />BM BEAM
<br />BO BOTTOM OF
<br />BOM BOTTOM OF MASONRY
<br />BOS BOTTOM OF STEEL
<br />BRG BEARING
<br />CJ CONTRACTION JOINT
<br />CL CENTER LINE
<br />CLR CLEAR
<br />CMU CONCRETE MASONRY UNIT
<br />COL COLUMN
<br />CONC CONCRETE
<br />COND CONDENSER UNIT
<br />CONST CONSTRUCTION
<br />CONT CONTINUOUS
<br />DIA DIAMETER
<br />EC EVAPORATIVE COOLER
<br />EF EXHAUST FAN
<br />EIFS EXTERIOR INSULATION AND FINISH SYSTEM
<br />EJ EXPANSION JOINT
<br />EL ELEVATION
<br />ELEC ELECTRICAL
<br />EQ EQUAL
<br />ETR EXISTING TO REMAIN
<br />EW EACH WAY
<br />EXIST EXISTING
<br />FDN FOUNDATION
<br />FF FINISHED FLOOR
<br />FS FAR SIDE
<br />FTG FOOTING
<br />FV FIELD VERIFY
<br />GA GAUGE
<br />GC GENERAL CONTRACTOR
<br />H HEIGHT
<br />HORIZ HORIZONTAL
<br />HSA HEADED STUD ANCHOR
<br />HSS HOLLOW STRUCTURAL SHAPE
<br />INFO INFORMATION
<br />ISO ISOLATION
<br />JBE JOIST BEARING ELEVATION
<br />JST JOIST
<br />JT JOINT
<br />KSI KIPS PER SQUARE INCH
<br />L LENGTH
<br />LB POUNDS
<br />LLH LONG LEG HORIZONTAL
<br />LLV LONG LEG VERTICAL
<br />LONG LONGITUDINAL
<br />MAX MAXIMUM
<br />MECH MECHANICAL
<br />MFR MANUFACTURER
<br />MIN MINIMUM
<br />MISC MISCELLANOUS
<br />MO MASONRY OPENING
<br />MTL METAL
<br />NIC NOT IN CONTRACT
<br />NO NUMBER
<br />NS NEAR SIDE
<br />NTS NOT TO SCALE
<br />OC ON CENTER
<br />OD OUTSIDE DIAMETER
<br />OH OPPOSITE HAND
<br />PAF POWER ACTUATED FASTENER
<br />PCF POUNDS PER CUBIC FOOT
<br />PL PLATE
<br />PLF POUNDS PER LINEAR FOOT
<br />PLUMB PLUMBING
<br />PMEJ PREMOLDED EXPANSION JOINT
<br />PSF POUNDS PER SQUARE FOOT
<br />PSI POUNDS PER SQUARE INCH
<br />QTY QUANITY
<br />RACK REFRIGERATION RACK
<br />REF REFER TO
<br />REINF REINFORCING
<br />REQD REQUIRED
<br />REV REVERSE
<br />RO ROUGH OPENING
<br />RTU ROOF TOP UNIT
<br />SCHED SCHEDULE
<br />SDI STEEL DECK INSTITUTE
<br />SIM SIMILAR
<br />SJI STEEL JOIST INSTITUTE
<br />SPCS SPACES
<br />SPECS SPECIFICATIONS
<br />STRUC STRUCTURAL
<br />T&B TOP AND BOTTOM
<br />THK THICKNESS
<br />TO TOP OF
<br />TOC TOP OF CONCRETE
<br />TOF TOP OF FOOTING
<br />TOM TOP OF MASONRY
<br />TOS TOP OF STEEL
<br />TOW TOP OF WALL
<br />TRANS TRANSVERSE
<br />TYP TYPICAL
<br />UNO UNLESS NOTED OTHERWISE
<br />VERT VERTICAL
<br />W WIDTH
<br />WP WORK POINT
<br />GENERAL
<br />1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN OR IMPLIED BY THESE DRAWINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO
<br />THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK.
<br />2. EXISTING CONDITIONS SHOWN MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. BIDDERS SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BID. WITHIN
<br />ONE WEEK FROM THE START OF CONSTRUCTION DATE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING MATERIAL, MEASUREMENTS, AND ELEVATIONS AND SHALL
<br />NOTIFY THE STRUCTURAL ENGINEER OF RECORD AND THE OWNER'S CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR FORESEEN PROBLEMS. GENERAL CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR COORDINATING ALL FIELD MEASUREMENTS, EXISTING CONDITIONS, AND KNOWN COMPLICATIONS WITH THE MATERIAL SUPPLIERS.
<br />3. GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE DEMOLITION AND NEW CONSTRUCTION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.
<br />4. GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES, PROPERTY, ETC DURING CONSTRUCTION. RESTORE ALL ITEMS DAMAGED, AS REQUIRED BY
<br />OWNER'S REPRESENTATIVE, TO THE OWNER'S SATISFACTION AT NO COST TO OWNER OR WITHOUT EXTENSION OF CONTRACT TIME.
<br />5. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING OR CREATING DAMAGE OF ANY KIND IN THE FUTURE.
<br />6. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT AND MAINTAINING STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION.
<br />7. GENERAL CONTRACTOR SHALL PROVIDE FIRE PROTECTION FOR THE EXISTING STRUCTURE AND BUILDING CONTENTS DURING WELDING OR ANY OTHER CONSTRUCTION
<br />ACTIVITY THAT GENERATES SPARKS OR INTENSE HEAT.
<br />8. GENERAL CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK.
<br />9. THE STRUCTURAL ENGINEER OF RECORD, ITS EMPLOYEES, AND REPRESENTATIVES SHALL NOT BE RESPONSIBLE FOR, AND WILL NOT HAVE CONTROL OF, CONSTRUCTION
<br />MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK; NOR WILL
<br />THEY BE RESPONSIBLE FOR ANY FAILURE BY THE CONTRACTOR TO PERFORM OR COMPLETE CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
<br />STRUCTURAL STEEL
<br />1. STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST
<br />EDITION OF THE "AISC CODE OF STANDARD PRACTICE".
<br />STRUCTURAL STEEL YIELD ASTM SPECIFICATION
<br />A. PLATES & ANGLES: 36 KSI A 36, LINO
<br />2. ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF RUST INHIBITOR PRIMER PAINT CONFORMING TO THE SPECIFICATIONS. FIELD TOUCH UP ALL UNPAINTED, NICKED AND
<br />WELDED AREAS. PAINT ALL STEEL EXPOSED TO VIEW TO MATCH EXISTING.
<br />3. WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE. ELECTRODES SHALL BE 70 KSI LOW HYDROGEN. ALL WELDING SHALL BE PERFORMED BY CERTIFIED
<br />WELDERS.
<br />STEEL JOISTS AND JOIST GIRDERS
<br />1. EXISTING STEEL JOISTS AND JOIST GIRDERS ARE ASSUMED TO BE IN GOOD CONDITION AND IN COMPLIANCE WITH THE STEEL JOIST INSTITUTE SPECIFICATIONS. ANY DAMAGE
<br />TO EXISTING JOISTS OR GIRDERS SHALL BE REPORTED PRIOR TO ADDING LOAD TO FRAMING.
<br />2. PRIOR TO STARTING ANY WORK OR ADDING ANY ADDITIONAL LOADS TO THE ROOF STRUCTURE, CONTACTOR SHALL VISUALLY OBSERVE JOISTS AND JOIST GIRDERS FOR SIGNS
<br />OF DAMAGE OR DISTRESS, INCLUDING BUT NOT LIMITED TO, BENT WEB AND/OR CHORD MEMBERS, CRACKED WELDS, MISSING WELDS, ETC. ANY DAMAGE TO EXISTING JOISTS
<br />OR JOIST GIRDERS SHALL BE REPORTED TO THE FOR PRIOR TO REINFORCING OR ADDING LOAD TO THE ROOF STRUCTURE.
<br />3. NO WORK SHALL BE PERFORMED ON ANY EXISTING JOIST AND/OR JOIST GIRDER IDENTIFIED BY THE GENERAL CONTRACTOR TO BE DAMAGED OR DISTRESSES UNTIL SUCH TIME
<br />AS THE FOR HAS PROVIDED WRITTEN INSTRUCTION TO DO SO.
<br />4. ALL PAINT AND DEBRIS SHALL BE CLEANED FROM STUCTURAL MEMBER PRIOR TO WELDING.
<br />5. HANGERS SUPPORTING MECHANICAL EQUIPMENT FROM JOIST CHORDS SHALL BE LOCATED WITHIN 3 INCHES OF JOIST PANEL POINTS OR JOIST SHALL BE REINFORCED PER
<br />JOIST REINFORCING DETAIL. HANGER LOADS GREATER THAN 100 POUNDS SHALL NOT BE ATTACHED TO THE EDGE OF CHORD ANGLES AND SHALL BE CENTERED ON JOIST
<br />CHORD.
<br />6. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF EXISTING BUILDING ELEMENTS THAT PREVENT ACCESS TO INSTALL JOIST REINFORCEMENT,
<br />INCLUDING BUT NOT LIMITED TO SUSPENDED CEILINGS, DUCTWORK, RTU PLENUMS, CABLES, LARGE PIPING, ETC.
<br />7. JOIST WEB CONFIGURATION IS SHOWN FOR REFERENCE ONLY, FIELD VERIFY ACTUAL CONFIGURATION AND WEB TYPE.
<br />8. ALL JOIST REINFORCEMENT SHALL BE INSTALLED AND INSPECTED BEFORE APPLYING NEW LOADS. I.E. RTU'S, AHU'S, COOLING TOWERS, AND ROOF SUPPORTED ITEMS.
<br />9. PRIOR TO INSTALLATION OF JOIST REINFORCEMENT, CONTRACTOR SHALL REMOVE ALL LIVE LOADS FROM JOISTS TO BE REINFORCED. THIS INCLUDES BUT IS NOT LIMITED TO
<br />PONDED WATER, ICE, SNOW (REMOVE SNOW TO EXPOSE ROOF MATERIAL), STAGED CONSTRUCTION MATERIALS / EQUIPMENT, ETC.
<br />10. INSTALL WEB REINFORCING PRIOR TO CHORD REINFORCING. COPE OUTSTANDING LEG OF WEB REINFORCING AS REQUIRED FOR PLACEMENT OF CHORD REINFORCING.
<br />11. IF EXISTING JOIST BRIDGING INTERFERES WITH INSTALLATION OF REINFORCING, REMOVE BRIDGING AND REPLACE IMMEDIATELY UPON COMPLETION OF REINFORCING
<br />INSTALLATION. IF BRIDGING TABS FOR BOLTED BRIDGING INTERFERE WITH INSTALLATION OF REINFORCING, REMOVE TABS AND REPLACE IMMEDIATELY UPON COMPLETION OF
<br />REINFORCING INSTALLATION. NEW CONNECTIONS SHALL MATCH EXISTING.
<br />12. STEEL ERECTOR SHALL FIELD CUT REINFORCING TO FIT FROM STOCK LENGTHS.
<br />SPECIAL INSPECTIONS AS REQUIRED
<br />BY THE ENGINEER OF RECORD
<br />PERIODIC SPECIAL INSPECTIONS:
<br />1. WELDING - REFER TO APPENDIX B OF THE SPECIFICATION.
<br />2. JOIST REINFORCING - THE CTL SHALL INSPECT THE FINAL PLACEMENT AND
<br />WELDS OF ALL NEW REINFORCEMENT. UPON COMPLETION OF THE
<br />INSPECTIONS, THE CTL WILL SUBMIT THEIR REPORT TO JBA FOR FINAL
<br />APPROVAL.
<br />CERTIFIED TESTING LAB (CTL):
<br />THIS PROJECT REQUIRES SPECIAL INSPECTIONS THAT ARE TO BE PERFORMED BY
<br />THE APPROVED CERTIFIED TESTING LAB (CTL). UPON RECEIVING THE AWARD
<br />NOTICE ISSUED BY OWNER, THE CONTRACTOR SHALL CONTACT THE APPROVED
<br />CTL AND JOHNSTON BURKHOLDER ASSOCIATES (JBA) TO PROVIDE A
<br />CONSTRUCTION SCHEDULE FOR WORK REQUIRING SPECIAL INSPECTIONS. CTL
<br />AND JBA CONTACT INFORMATION IS PROVIDED BELOW. THE CTL SHALL BE
<br />RESPONSIBLE FOR COORDINATING THE SPECIAL INSPECTIONS AND COMPLETING
<br />INSPECTION REPORTS. THE CTL SHALL SEND COMPLETED REPORTS, A LIST OF
<br />DEVIATIONS AND SUPPORT DOCUMENTATION TO JBA IN A TIMELY MANNER. JBA
<br />WILL REVIEW INSPECTION REPORTS AND RESPOND TO DEVIATIONS AS REQUIRED.
<br />TESTING LAB SHALL SEND OBSERVATION/TEST REPORTS TO:
<br />JOHNSTON BURKHOLDER ASSOCIATES
<br />ATTN: TREVOR WRIGHT (jba-hei@jbaengr.com)
<br />TESTING LAB SHALL SEND BILLING INVOICE TO:
<br />EVOCO FUZE SYSTEM (OR AS DIRECTED BY
<br />OWNER'S MECHANICAL CONSTRUCTION MANAGER)
<br />CTL CONTACT INFORMATION:
<br />COMPANY:
<br />ECS MID -ATLANTIC
<br />CONTACT:
<br />MICHAEL GALLI
<br />PHONE:
<br />(757) 229-6677
<br />EMAIL:
<br />mgalli@ecslimited.com
<br />FIELD VERIFY GAP DISTANCE BETWEEN
<br />ANGLES; WELD PLATE THICKNESS JOIST TOP
<br />SHALL BE 1/8" THINNER (OR LESS) CHORD
<br />THAN GAP DISTANCE
<br />v
<br />PLATE
<br />CURB
<br />SECTION A
<br />CL CL
<br />PANEL PANEL
<br />POINT POINT
<br />_rA 1 1
<br />MAX
<br />MAX
<br />1/8 1-6
<br />1/8 17 1-6
<br />TOP CHORD
<br />PANEL POINT
<br />WELD 2"
<br />EA END
<br />JOIST TOP
<br />CHORD
<br />JOIST BOTTOM
<br />BOTTOM CHORD
<br />PANEL POINT
<br />CHORD
<br />PROVIDE 7/8"(FIELD VERIFY) x 2" CONT PLATE BETWEEN
<br />TOP CHORD ANGLES AT LOCATIONS WHERE REINFORCING
<br />PER 2-S1 IS REQUIRED BUT CANNOT BE INSTALLED TO DUE
<br />TO AN EXISTING OBSTRUCTION; PLATE SHALL BE
<br />INSTALLED PRIOR TO INSTALLATION OF NEW UNIT
<br />OPTION 1
<br />1. BUILDING CODE
<br />A. BUILDING CODE
<br />2. GRAVITY LOADS
<br />A. ROOF DEAD LOAD
<br />B. ROOF LIVE LOAD
<br />C. ROOF SNOW LOADS
<br />1. GROUND SNOW LOAD (Pg)
<br />3. LATERAL LOADS
<br />A. WIND LOADS
<br />1. BASIC WIND SPEED (3-SECOND GUST)
<br />- ULTIMATE DESIGN WIND SPEED
<br />2. WIND EXPOSURE CATEGORY
<br />3. RISK CATEGORY
<br />2020 FLORIDA BUILDING CODE
<br />12 PSF (PER ORIGINAL
<br />DRAWINGS)
<br />20 PSF (MIN OR SNOW LOAD)
<br />0 PSF
<br />138 MPH
<br />C
<br />11
<br />B. SEISMIC LOADS (SERVICE)
<br />1. 5% DAMPED MAPPED ACCELERATION PARAMETER (Ss) 0.058
<br />2. 1-SEC PERIOD MAPPED ACCELERATION PARAMETER (S1) 0.032
<br />3. 5% DAMPED SPECTRAL RESPONSE COEFF. (Sds) 0.062
<br />4. 1-SEC PERIOD SPECTRAL RESPONSE COEFF. (Sd1) 0.051
<br />5. SITE CLASS D (DEFAULT)
<br />6. RISK CATEGORY II
<br />7. IMPORTANCE FACTOR (le) 1.0
<br />8. SEISMIC DESIGN CATEGORY A
<br />1 /'11QT Tf11']
<br />WELD
<br />A END
<br />SECTION B
<br />CL
<br />PANEL rl POINT CURB
<br />3", TYP I B
<br />EA END
<br />TOP CHORD
<br />PANEL POINT
<br />C
<br />GIST TOP
<br />HORD
<br />`- JOIST BOTTOM
<br />JOIST BOTTOM PANEL POINT
<br />CHORD PROVIDE L1xlx3/16 EA SIDE OF JOIST TOP CHORD AT
<br />LOCATIONS WHERE REINFORCING PER 2-S1 IS
<br />REQURIED BUT CANNOT BE INSTALLED TO DUE TO AN
<br />EXISTING OBSTRUCTION; ANGLES SHALL BE
<br />INSTALLED PRIOR TO INSTALLATION OF NEW UNIT
<br />OPTION 2
<br />ALTERNATE JOIST REINFORCING AT CONCENTRATED LOADS
<br />3/4" = 1'-0"
<br />TOP CHORD PANEL
<br />3" OR
<br />CONCENTRATED
<br />LOAD, REF NOTE
<br />1/8 1
<br />1/8 1
<br />TYP EACH
<br />END EACH
<br />ANGLE
<br />NOTE:
<br />PROVIDE JOIST REINF IN ACCORDANCE WITH THIS DETAIL
<br />FOR ALL CONCENTRATED LOADS IN EXCESS OF 100 LBS.
<br />WHERE MORE THAN ONE CONCENTRATED LOAD EXISTS
<br />WITHIN A CHORD PANEL AND THE SUM OF THOSE LOADS
<br />EXCEEDS 100 LBS, PROVIDE JOIST REINFORCEMENT AS
<br />DETAILED SUCH THAT THE SUM OF THE LOADS WITHIN
<br />THE REMAINING UNSUPPORTED CHORD LENGTH DOES
<br />NOT EXCEED 100 LBS.
<br />GENERAL CONTRACTOR TO PROVIDE AND INSTALL
<br />FIELD STRUT (L2x2x3/16) EACH SIDE OF JOIST AT ALL
<br />LOCATIONS WHERE CONCENTRATED LOAD DOES
<br />NOT OCCUR WITHIN 3" OF A PANEL POINT. INSTALL
<br />ANGLE WITH ONE END AT LOCATION OF LOAD AND
<br />OTHER END AT A PANEL POINT ON THE OPPOSITE
<br />CHORD, TYP. ANGLES SHALL BE INSTALLED PRIOR
<br />TO NEW LOAD BEING APPLIED TO THE JOIST
<br />CONCENTRATED
<br />LOAD, REF NOTE
<br />W OR
<br />11 GREATER
<br />BOTTOM CHORD PANEL
<br />JOIST TOP
<br />CHORD
<br />JOIST BOTTOM
<br />CHORD
<br />TYP, WELD
<br />2" EA END
<br />WELD
<br />A END
<br />SECTION C
<br />CL
<br />PANEL
<br />POINT ri /- CURB
<br />3" TYP, I C
<br />EA END TOP CHORD
<br />PANEL POINT
<br />JOIST TOP
<br />CHORD
<br />�- JOIST BOTTOM
<br />JOIST BOTTOM PANEL POINT
<br />CHORD PROVIDE L1xlx3/16 EA SIDE OF JOIST TOP CHORD AT
<br />LOCATIONS WHERE REINFORCING PER 2-S1 IS
<br />REQUIRED BUT CANNOT BE INSTALLED TO DUE TO
<br />AN EXISTING OBSTRUCTION; ANGLES SHALL BE
<br />INSTALLED PRIOR TO INSTALLATION OF NEW UNIT
<br />OPTION 3
<br />REF MECH
<br />FOR RTU �
<br />HOLD DOWN BRACKET;
<br />REF MECH FOR SIZE,
<br />LOCATION AND
<br />ATTACHMENT; PROVIDE
<br />A MINIMUM OF 6 HOLD
<br />DOWNS PER RTU
<br />REF SUPPLIER FOR CURB
<br />ADAPTER TO EXISTING CURB
<br />CONNECTION; PROVIDE MIN
<br />CONN OF 1/4-14 x 4" ZINC -PLATED
<br />SELF -DRILLING SCREW WITH
<br />BONDED SEALING WASHER;
<br />LOCATE IN PRE -DRILLED HOLES
<br />NOTE:
<br />CONTRACTOR SHALL
<br />VERIFY THAT EXISTING
<br />CURB IS LEVEL PRIOR TO
<br />INSTALLING NEW UNIT.
<br />NEW OR EXISTING
<br />CURB ADAPTER
<br />EXISTING CURB
<br />n>iW� 0 °
<br />ujSo
<br />D�y.
<br />ui
<br />- iyw Zco
<br />��rw '_BjFz
<br />QQQ�
<br />U.
<br />Oa°rYw°
<br />~}ic7ma>
<br />Z
<br />WZZ- att��cZZZ°Zo
<br />SOU Owffo¢a
<br />o3
<br />a
<br />H
<br />gwmZW3zowg
<br />sa��� =fig
<br />U
<br />o
<br />°�'6oi°d��waa
<br />zA
<br />a
<br />OOd��;
<br />co
<br />'^
<br />6
<br />VI
<br />O
<br />y
<br />;
<br />O 00
<br />a"
<br />U
<br />�
<br />O
<br />m
<br />2
<br />O
<br />00 Ja.
<br />CO C3 u
<br />0 O
<br />O O
<br />O ~
<br />r
<br />co a
<br />_ C) -
<br />ti
<br />� N
<br />0
<br />Z $
<br />0 CD
<br />cM
<br />� N Gig
<br />W
<br />N W
<br />m
<br />2
<br />M
<br />Z
<br />in
<br />O
<br />ISSUE BLOCK
<br />CHECKED BY: JSH
<br />DRAWN BY: BWM
<br />DOCUMENT DATE: 06/30/23
<br />JBA PROJECT NO: 2301500706
<br />\0 91 I Il1�l�
<br />6 ...ru.nh.a
<br />�._ ,*"y40
<br />83408
<br />6/29/23
<br />ENGINEER OF RECORD:
<br />BENJAMIN B. BAILEY, P.E.
<br />930 CENTRAL STREET
<br />KANSAS CITY, MO 64105
<br />FLORIDA LICENSE #88408
<br />GENERAL
<br />NOTES AND
<br />EQUIPMENT
<br />REPLACEMEN
<br />DETAILS
<br />STANDARD JOIST REINFORCING
<br />AT CONCENTRATED LOAD
<br />3/4" = 1'-0"
<br />5.0-2
<br />RTU TO CURB ADAPTER ATTACHMENT
<br />NTS
<br />6.0-4
<br />SHEET:
<br />si
<br />
|