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DESIGN CRITERIA NOTES
<br />STEEL NOTES
<br />CONCRETE NOTES
<br />GENERAL
<br />1. DESIGN CODES AND STANDARDS:
<br />2020 FLORIDA BUIDING CODE
<br />2018 INTERNATIONAL BUILDING CODE
<br />ASCE 7-16: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
<br />2. DEAD LOAD:
<br />ROOF DEAD LOAD
<br />15 PSF
<br />STEEL FRAMING
<br />ACTUAL WEIGHT
<br />EQUIPMENT
<br />OPERATIVE WEIGHT
<br />3. LIVE LOAD:
<br />ROOF
<br />20 PSF
<br />OCCUPANCY CATEGORY
<br />II
<br />4. WIND LOAD:
<br />BASIC WIND SPEED (3-SECOND GUST)
<br />140 MPH
<br />IMPORTANCE FACTOR, 1
<br />1.0
<br />EXPOSURE
<br />C
<br />INTERNAL PRESSURE COEFFICIENT, GCpi
<br />+/- 0.18
<br />5. SEISMIC LOAD:
<br />SOIL SITE CLASS
<br />D
<br />SPECTRAL RESPONSE ACCELERATIONS:
<br />Ss
<br />0..058
<br />S1
<br />0.032
<br />SMS
<br />0.093
<br />SM1
<br />0.077
<br />SIDS
<br />0.062
<br />SDI
<br />0.051
<br />SITE COEFFICIENTS:
<br />Fa
<br />1.6
<br />Fv
<br />2.4
<br />ANALYSIS PROCEDURE
<br />EQUIVALENT LATERAL FORCE
<br />SEISMIC FORCE -RESISTING SYSTEM
<br />STRUCTURAL STEEL NOT SPECIFICALLY
<br />DETAILED FOR SEISMIC RESISTANCE
<br />OCCUPANCY CATEGORY II STRUCTURE
<br />IMPORTANCE FACTOR, 1
<br />1.0
<br />SEISMIC DESIGN CATEGORY
<br />A
<br />R (BUILDING STRUCTURE)
<br />3
<br />Cs
<br />0.021
<br />SEISMIC DESIGN FOR ARCHITECTURAL, ELECTRICAL AND MECHANICAL COMPONENTS SHALL
<br />CONFORM TO THE REQUIREMENTS OF ASCE
<br />7-05 CHAPTER 13
<br />GENERAL CONSTRUCTION NOTES
<br />1. ELEVATIONS INDICATED ARE BASED ON A BUILDING H.P. TOP OF FIRST FLOOR SLAB
<br />ELEVATION OF U-0".
<br />2. STRUCTURAL DRAWINGS SHALL NOT BE SCALED. REFERENCE SCALES INDICATED ON THE
<br />DRAWINGS ARE INTENDED FOR INFORMATION USE ONLY AND SHALL NOT BE USED TO
<br />DETERMINE SPECIFIC DIMENSIONS OR QUANTITY OF MATERIALS.
<br />3. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND DIMENSIONS ASSOCIATED WITH
<br />THE NEW WORK PRIOR TO FABRICATION AND CONSTRUCTION. ALL CONFLICTS SHALL BE
<br />BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING
<br />WITH RELATED WORK.
<br />4. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO LOCATE ALL EXISTING
<br />UNDERGROUND UTILITIES AND BURIED ITEMS PRIOR TO CONSTRUCTING FOUNDATIONS.
<br />5. SPECIFICATIONS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS FOR PURPOSES
<br />OF BIDDING, SCHEDULING, AND CONSTRUCTION. WHERE THERE ARE CONTRADICTIONS
<br />BETWEEN DRAWINGS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL
<br />BE FOLLOWED.
<br />6. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL
<br />STRUCTURAL NOTES AND TYPICAL DETAILS.
<br />7. TYPICAL DETAILS AS SHOWN ON THE DRAWINGS APPLY TO SIMILAR SITUATIONS
<br />OCCURRING ON THE PROJECT WHETHER OR NOT THEY ARE IDENTIFIED IN EACH
<br />APPLICABLE TYPICAL DETAIL.
<br />8. THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT
<br />INDICATE THE METHOD OF CONSTRUCTION. CONSTRUCTION LOADS SHALL NOT EXCEED
<br />THE DESIGN LIVE LOADS.
<br />9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK RELATED TO CONSTRUCTION,
<br />ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK,
<br />ETC. REQUIRED TO SAFELY PERFORM THE WORK.
<br />10. PROTECT SURFACES AND EQUIPMENT FROM WELD SPATTER, SPARKS, ETC. WITH USE OF
<br />WELD BLANKETS OR OTHER APPROVED MEANS.
<br />11. IN AREAS IMPACTED BY STRUCTURAL STEEL, CONTRACTOR SHALL REPAIR AND/ OR
<br />REPLACE EXISTING FLOOR, WALL, AND CEILING FINISHES TO MATCH EXISTING OR AS
<br />SHOWN ON THE ARCHITECTURAL DRAWINGS. REPAIRS AND REPLACEMENT OF FINISHES
<br />SHALL BE TO OWNER'S SATISFACTION.
<br />12. VERIFY SIZE AND LOCATION OF ALL OPENINGS THROUGH FLOORS, WALLS, SLABS, AND
<br />ROOF WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS, AND WITH
<br />EQUIPMENT FURNISHED PRIOR TO PROCEEDING WITH RELATED WORK.
<br />13. VERIFY DIMENSIONS, ANCHORAGE LAYOUT / DETAILS, AND WEIGHTS OF ACTUAL
<br />PURCHASED OR OWNER FURNISHED EQUIPMENT WITH STRUCTURAL DETAILS SHOWN ON
<br />THE DRAWINGS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO FABRICATION
<br />OR INSTALLATION.
<br />1. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH
<br />THE FOLLOWING, UNLESS SPECIFIED OTHERWISE:
<br />AISC 360-10, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"
<br />AISC 303-10, "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"
<br />RCSC, "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", JUNE 30, 2004
<br />AWS D1.1-15, "STRUCTURAL STEEL WELDING CODE - STEEL"
<br />AWS D1.3-08, "STRUCTURAL STEEL WELDING CODE - SHEET STEEL"
<br />2. STRUCTURAL SHAPES AND PLATES:
<br />(Fy MIN.)
<br />ANGLES AND CHANNELS ASTM A36 36 KSI
<br />RODS ASTM A529 50 KSI
<br />STRUCTURAL PLATES ASTM A36 (UNO) 36 KSI
<br />3. FASTENING PRODUCTS:
<br />WELD FILLER METAL E70XX
<br />4. HOLES OR OPENINGS SHALL NOT BE CUT IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY
<br />DETAILED OR APPROVED IN WRITING BY THE ENGINEER,
<br />5. ALL WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING
<br />PROCEDURE SPECIFICATION (WPS) PREQUALIFIED BY AWS D1.1. WPS NOT PREQUALIFIED BY AWS
<br />SHALL BE QUALIFIED IN ACCORDANCE WITH AWS D1.1 PRIOR TO USE ON THE PROJECT. WELDERS
<br />SHALL BE QUALIFIED FOR EACH WPS USED ON THE PROJECT BY AN AWS CERTIFIED TESTING
<br />AGENCY AND IN ACCORDANCE WITH AWS D1.1.
<br />6. WELDING SHALL CONFORM TO THE CURRENT SPECIFICATIONS OF THE AMERICAN WELDING
<br />SOCIETY, AND SHALL COMPLY WITH ALL LOCAL LAWS AND ORDINANCES. WELDING ELECTRODES
<br />SHALL BE E-70 SERIES. MINIMUM FILLET WELD SIZE SHALL BE 3/16" OR THE MINIMUM SIZE BY AISC
<br />360 TABLE J2.4 UNLESS NOTED OTHERWISE.
<br />7. WELDING SHALL BE PERFORMED IN THE FABRICATION SHOP TO THE EXTENT POSSIBLE. FIELD
<br />WELDING IS NOT PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE.
<br />8. WELDS SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZE REQUIRED BY DESIGN FORCES. THE
<br />FABRICATOR'S DRAWINGS SHALL SHOW ALL WELDS AND THEY SHALL CONFORM TO AWS
<br />SPECIFICATIONS.
<br />9. SHOP DRAWINGS SHOWING ALL STRUCTURAL STEEL CONSTRUCTION SHALL BE SUBMITTED FOR
<br />REVIEW AND APPROVAL BY THE ENGINEER UNLESS SPECIFICALLY NOTED OTHERWISE. MINIMUM
<br />SHOP DRAWING REQUIREMENTS ARE TO SHOW ALL CONNECTION DETAILS WITH NUMBER AND SIZE
<br />OF BOLTS, CLIP ANGLES, WELDS, COPES, AND OTHER ITEMS AS SHOWN BY THE AISC SHOP
<br />DRAWING MANUAL.
<br />10. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING NECESSARY TO
<br />ERECT, STABILIZE, AND MAINTAIN ALL STEEL MEMBERS IN PROPER ALIGNMENT UNTIL ALL DECK,
<br />PERMANENT BRACING, FLOOR SLABS, WELDED CONNECTIONS, ETC. ARE IN PLACE. COLUMN
<br />ANCHOR BOLTS ARE NOT DESIGNED TO PROVIDE TEMPORARY STABILITY FOR COLUMNS DURING
<br />STEEL ERECTION. PLACE NON -SHRINK GROUT BELOW ALL COLUMN BASE PLATES BEFORE
<br />POURING CONCRETE ON DECKS OR APPLYING LOAD TO THE STRUCTURE.
<br />11. EXTERIOR STEEL SHALL BE HOT -DIP GALVANIZED. FILE OFF ALL DRIPS AND ROUGH EDGES AND
<br />REPAIR WITH TOUCH-UP GALVANIZING. INTERIOR STEEL SHALL BE SHOP PRIMED, UNLESS NOTED
<br />ON DRAWINGS TO BE GALVANIZED.
<br />COLD -FORMED STEEL FRAMING NOTES
<br />1. ALL COLD -FORMED STEEL MEMBERS SHALL HAVE A G60 GALVANIZED COATING.
<br />2. ALL COLD -FORMED STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 50, CLASS 1 OR
<br />2.
<br />3. ALL COLD -FORMED STEEL MEMBERS SHALL COMPLY WITH THE REQUIREMENTS OF AISI
<br />S100-12, "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL
<br />STRUCTURAL MEMBERS, 2012".
<br />4. ALL JOISTS AND JOIST REINFORCING SHALL BE BRACED @ 10'-0" O.C. MINIMUM.
<br />POST -INSTALLED ANCHOR NOTES
<br />1. INSTALLATION AND INSPECTION OF ALL POST -INSTALLED ANCHORS SHALL CONFORM TO
<br />THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, THE REQUIREMENTS OF
<br />THE LATEST VERSION OF RESPECTIVE CODE APPROVAL REPORT (ICC-ESR OR OTHER),
<br />AND THE APPLICABLE BUILDING CODE.
<br />2. INJECTION -TYPE ADHESIVE ANCHORING MATERIAL FOR CONCRETE SHALL BE "HILT[ HIT-HY
<br />200 SYSTEM" (ICC ESR-3187, 3/2020) AS SUPPLIED BY HILTI FASTENING SYSTEMS. USE TYPE
<br />"HAS-R 316" RODS CONFORMING TO ASTM F593 FOR STAINLESS STEEL APPLICATIONS. USE
<br />TYPE "HAS-V-36" OR "HAS-V-36 HDG" RODS AS REQUIRED FOR CARBON STEEL
<br />APPLICATIONS. USE STANDARD EMBEDMENT UNLESS NOTED OTHERWISE.
<br />3. MECHANICAL ANCHORS FOR CONCRETE SHALL BE "TITEN HD SCREW ANCHORS" (ICC
<br />ESR-2713, 1/2020) AS SUPPLIED BY SIMPSON STRONG -TIE. USE STANDARD EMBEDMENT
<br />UNLESS NOTED OTHERWISE.
<br />4. MECHANICAL ANCHORS FOR CONCRETE IN STAINLESS STEEL AND EXTERIOR
<br />APPLICATIONS SHALL BE "STAINLESS STEEL (TYPE 316) TITEN HD SCREW ANCHORS"
<br />(IAPMO ER-493, 08/02/19), AS SUPPLIED BY SIMPSON STRONG -TIE. FOLLOW SIMPSON
<br />INSTALLATION INSTRUCTIONS AND USE NOMINAL MINIMUM EMBEDMENT UNLESS NOTED
<br />OTHERWISE.
<br />5. DO NOT DRILL THROUGH REINFORCING STEEL IN CONCRETE OR MASONRY. CLEAN AND
<br />GROUT ANY UNUSED HOLES.
<br />1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING,
<br />UNLESS OTHERWISE SPECIFIED:
<br />ACI 301-14, "SPECIFICATIONS FOR STRUCTURAL CONCRETE"
<br />ACI 318-14, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"
<br />2. CONCRETE PROPERTIES:
<br />MINIMUM 28 DAY
<br />APPLICATION COMPRESSIVE STRENGTH
<br />SLABS -ON -GRADE 4500 PSI
<br />3. CONCRETE MIX DESIGN SHALL BE PROPORTIONED TO PROVIDE A MINIMUM STRENGTH OF
<br />3000 PSI AT 7 DAYS. CONSIDER EXPECTED COLD AND HOT WEATHER DURING PLACEMENT
<br />AND CURING.
<br />4. THE CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF EMBEDDED ITEMS,
<br />OPENINGS, SLEEVES, INSERTS, DOWELS, DEPRESSIONS, CURBS, PITS, CONDUITS, ETC.
<br />WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS, AND EQUIPMENT
<br />FURNISHED PRIOR TO PLACEMENT OF CONCRETE.
<br />5. CONDUITS, PIPES, DUCTS, OR SLEEVES SHALL NOT BE EMBEDDED WITHIN SLABS, WALLS,
<br />BEAMS, OR COLUMNS UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS. EMBEDDED
<br />ALUMINUM CONDUITS AND PIPES SHALL NOT BE PERMITTED.
<br />6. EXPOSED EDGES OF CONCRETE (BEAMS, COLUMNS, WALLS, ETC.) SHALL BE CHAMFERED
<br />3/4 INCH, UNLESS SPECIFICALLY NOTED OTHERWISE.
<br />7. ROUGHEN AND CLEAN CONSTRUCTION JOINTS IN WALLS AND SLABS PRIOR TO PLACING
<br />ADJACENT CONCRETE OR BONDING AGENT. CONCRETE SURFACES SHALL BE
<br />ROUGHENED A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH.
<br />8. ALL EXTERIOR CONCRETE SLABS AND MATS TO HAVE A LIGHTLY BROOMED FINISH
<br />(UNLESS NOTED OTHERWISE).
<br />9. ALL CONCRETE SHALL BE NORMALWEIGHT (UNLESS NOTED OTHERWISE), WITH A DENSITY
<br />NOT EXCEEDING 150 PCF.
<br />10. ALL CURING PRACTICES, PROCEDURES, MATERIALS, AND MONITORING METHODS SHALL
<br />BE IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED IN ACI 308R-16, "GUIDE TO
<br />EXTERNAL CURING OF CONCRETE".
<br />REINFORCING STEEL NOTES
<br />1. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE
<br />WITH THE FOLLOWING, UNLESS OTHERWISE SPECIFIED:
<br />SP-66 (04), "ACI DETAILING MANUAL - 2004"
<br />CRSI, "MANUAL OF STANDARD PRACTICE% 28TH EDITION, 2009
<br />2. TYPICAL REINFORCING STEEL:
<br />DEFORMED BARS (NON -WELDABLE) ASTM A615, GRADE 60
<br />DEFORMED BARS (WELDABLE) ASTM A706, GRADE 60
<br />3. PROVIDE THE MINIMUM CONCRETE COVER INDICATED IN THE FOLLOWING SCHEDULE, UNLESS
<br />NOTED OTHERWISE IN A SPECIFIC SECTION OR DETAIL. INCREASE CONCRETE COVER AS
<br />REQUIRED TO ACCOMMODATE EMBEDDED ITEMS, BAR CONGESTION, FIELD CONDITIONS, ETC.
<br />MINIMUM CONCRETE COVER
<br />DESCRIPTION
<br />COVER
<br />1. CONCRETE CAST AGAINST AND PERMANENTLY
<br />EXPOSED TO EARTH
<br />3"
<br />2.. CONCRETE EXPOSED TO EARTH OR WEATHER
<br />2"
<br />3. CONCRETE NOT EXPOSED TO WEATHER OR IN
<br />CONTACT WITH THE GROUND
<br />A. SLABS, WALLS, AND JOISTS
<br />-
<br />#14 AND LARGER
<br />1 1/2"
<br />#11 AND SMALLER
<br />3/4"
<br />B. BEAMS AND COLUMNS (PRIMARY REINF., TIES,
<br />STIRRUPS, SPIRALS)
<br />1 1/2"
<br />4. ALL REINFORCING BAR HOOKS INDICATED ON THE DRAWINGS SHALL BE ACI STANDARD HOOKS
<br />CONFORMING TO THE BEND DIMENSION REQUIREMENTS OF ACI 318, UNLESS SPECIFICALLY
<br />NOTED OTHERWISE.
<br />5. REINFORCING BARS SHALL BE BENT COLD. BARS EMBEDDED IN CONCRETE SHALL NOT BE
<br />FIELD BENT, EXCEPT WHEN SPECIFICALLY INDICATED ON THE DRAWINGS.
<br />6. THE CONTRACTOR SHALL NOT CUT REINFORCEMENT UNLESS INDICATED BY SECTION OR
<br />DETAIL. AT LOCATIONS OF CONFLICT, SPREAD THE REINFORCEMENT TO ACCOMMODATE
<br />PLACEMENT. ADD ADDITIONAL BARS IF NECESSARY TO MAINTAIN SPACING REQUIREMENTS.
<br />7. REINFORCING STEEL SHALL BE ADEQUATELY SUPPORTED TO PREVENT EXCESSIVE
<br />DEFLECTION OR PERMANENT DEFORMATION DURING CONCRETE PLACEMENT. ADDING
<br />REINFORCING STEEL OR ADJUSTING POSITION DURING CONCRETE PLACEMENT IS NOT
<br />PERMITTED.
<br />8. ALL WELDED REINFORCING STEEL SHALL BE IN ACCORDANCE WITH AWS D1.4-2011. TACK
<br />WELDING IS NOT PERMITTED.
<br />9. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. CORNER BAR SIZE AND SPACING TO
<br />MATCH HORIZONTAL WALL REINFORCING UNLESS NOTED OTHERWISE. LAP BARS WITH
<br />HORIZONTAL WALL BARS.
<br />10. PROVIDE TWO #4 X 4'-0" LONG DIAGONAL BARS AT EACH CORNER OF SLAB, FOOTING, AND
<br />WALL REENTRANT CORNERS UNLESS NOTED OTHERWISE. CENTER BARS ON CORNER AND
<br />ORIENT AT 45 DEGREES TO PRIMARY REINFORCING. PROVIDE BARS IN THE TOP FACE OF
<br />SLABS -ON -GRADE AND EACH FACE FOR WALLS, SLABS, AND FOUNDATIONS HAVING TWO
<br />LAYERS OF REINFORCING STEEL.
<br />11. #11 AND SMALLER BARS MAY BE SPLICED USING MECHANICAL CONNECTIONS OR CONTACT
<br />LAP SPLICES. BAR LAPS SHALL BE SECURELY WIRED TOGETHER.
<br />12. TENSION DEVELOPMENT AND REINFORCING BAR LAP SPLICES SHALL BE IN ACCORDANCE WITH
<br />THE FOLLOWING TABLES, UNLESS NOTED OTHERWISE. PROVIDE BENT CORNER BARS TO
<br />MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS
<br />AND WALLS. PROVIDE CONTACT LAP SPLICES.
<br />fc = 4,500 PSI
<br />(GRADE 60 UNCOATED BARS)
<br />BAR
<br />TENSION
<br />DEVELOPMENT
<br />CLASS "B" LAP
<br />SPLICE
<br />SIZE
<br />TOP
<br />BAR
<br />OTHER
<br />BARS
<br />TOP
<br />BAR
<br />OTHER
<br />BARS
<br />#3
<br />14
<br />12
<br />22
<br />17
<br />#4
<br />16
<br />13
<br />24
<br />19
<br />#5
<br />18
<br />14
<br />26
<br />21
<br />#6
<br />21
<br />17
<br />31
<br />24
<br />#7
<br />35
<br />27
<br />48
<br />38
<br />#8
<br />44
<br />34
<br />60
<br />47
<br />#9
<br />54
<br />42
<br />73
<br />57
<br />#10
<br />66
<br />51
<br />89
<br />69
<br />#11
<br />79
<br />61
<br />106
<br />82
<br />ALL LENGTHS ARE IN INCHES
<br />NOTES:
<br />1. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW.
<br />2. REINFORCING BAR LENGTHS ARE BASED ON NORMALWEIGHT CONCRETE. LAP LENGTHS
<br />SHALL BE INCREASED 1/3 FOR LIGHTWEIGHT CONCRETE.
<br />3. WHEN REINFORCING BAR SPACING IS LESS THAN 2 db FOR BEAMS AND COLUMNS OR 3 db FOR
<br />ALL OTHER CONCRETE ELEMENTS, LENGTHS SHALL BE MULTIPLIED BY A FACTOR OF 1.5
<br />(db = REINFORCING BAR DIAMETER).
<br />COLUMN LINE REFERENCE
<br />1
<br />i
<br />i
<br />BUILDING SECTION REFERENCE
<br />SECTION NUMBER
<br />#
<br />X00-00 SHEET WHERE SECTION
<br />IS DRAWN, SAME DISCIPLINE
<br />WALL SECTION REFERENCE
<br />SECTION NUMBER
<br />XXX- WALL SECTION REFERENCE TYPE
<br /># (WHERE APPLICABLE)
<br />X00-00 SHEET WHERE SECTION
<br />IS DRAWN, SAME DISCIPLINE
<br />DETAIL REFERENCE
<br />DETAIL NUMBER
<br />xXX- DETAIL REFERENCE TYPE #
<br />(WHERE APPLICABLE)
<br />X00-00 SHEET WHERE DETAIL
<br />IS DRAWN, SAME DISCIPLINE
<br />CALLOUT
<br />DETAIL NUMBER
<br /># XXX--- CALLOUT REFERENCE TYPE
<br />__(�(WHERE APPLICABLE)
<br />X00-00
<br />- SHEET WHERE DETAIL
<br />IS DRAWN, SAME DISCIPLINE
<br />DRAWING REVISION
<br />REVISION NUMBER, SEE
<br />DESCRIPTION IN TITLE
<br />BLOCK SAME SHEET
<br />REVISION AREA
<br />DIMENSIONS
<br />(+/-) DIMENSIONS ARE FOR
<br />REFERENCE ONLY. CONTRACTOR
<br />SHALL FIELD VERIFY AND NOTIFY
<br />+/- X' - X" ARCHITECT/ENGINEER OF ANY
<br />DISCREPANCIES
<br />+/ X - X" X' - X"SET DIMENSIONS
<br />(NON +/- DIMENSIONS)
<br />ROOM I SPACE NAME
<br />ROOM NAME ROOM NAME
<br />101 ROOM NUMBER
<br />150 SF ROOM AREA
<br />NORTH ARROW
<br />INDICATES DIRECTION
<br />OF TRUE NORTH
<br />INDICATES DIRECTION tN N
<br />OF PROJECT NORTH
<br />LEVEL
<br />LEVEL NAME
<br />0,-0"
<br />MATCH LINE
<br />MATCHLINE
<br />RE:X00-00
<br />BREAK LINE
<br />L_J
<br />EXTERIOR ELEVATION REFERENCE
<br />PLAN ELEVATION MARKER
<br /># ELEVATION NUMBER HEIGHT ABOVE / BELOW
<br />X00-00 SHEET WHERE ELEVATION ESTABLISHED 0.0 ELEVATION
<br />IS DRAWN, SAME DISCIPLINE +/ 0"
<br />INTERIOR ELEVATION REFERENCE (SINGLE AND MULTIPLE)
<br />ELEVATION NUMBER EQUIPMENT TAG
<br /># XXX # XXX ELEVATION REFERENCE TYPE TAG ID
<br />(WHERE APPLICABLE)
<br />X00-00 # #
<br />X00-00 DEMOLITION EXTENT
<br />SHEET WHERE ELEVATION IS
<br />DRAWN, SAME DISCIPLINE
<br />REFERENCE TYPES (SECTION I DETAIL I CALLOW I ELEVATION) CONNECT TO EXISTING
<br />OPP = OPPOSITE # OPTIONAL NUMBER DESIGNATION
<br />SYM = SIMILAR �Q
<br />TYP =TYPICAL � �J
<br />SHEET NOTE REFERENCE
<br />DEMOLTION LINEWORK
<br />SHEET NOTE (DEMO AND NEW WORK) OBJECT TO BE REMOVED
<br />X SEE NOTE LEGEND ON SAME SHEET.
<br />CONSULTING ARCHITECT/ENGINEER
<br />CLARK, RICHARDSON AND BISKUP
<br />CONSULTING ENGINEERS, INC.
<br />C � CRIB ARCHITECTS -ENGINEERS P.C.
<br />1 GLENLAKE PARKWAY
<br />SUITE 600
<br />\ ATLANTA, GA 30328
<br />PHONE: 404-860-1440
<br />FAX: 404-860-1442
<br />PROJECT TITLE
<br />ZEPHYRHILLS LINE 12
<br />REV
<br />BY
<br />DATE
<br />DESCRIPTION
<br />0
<br />BP
<br />25AUG21
<br />ISSUED FORBID
<br />1
<br />BP
<br />22SEP21
<br />ISSUE FOR PERMIT
<br />'LICENSEE
<br />Bryan Prins, PE
<br />State of Florida
<br />Professional Engineer
<br />License No. 61146
<br />This item has been digitally signed and
<br />sealed by Bryan Prins on the date
<br />adjacent to the seal.
<br />Printed copies of this document are not
<br />considered signed and sealed and the
<br />signature must be verified on any
<br />electronic copies.
<br />CRB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537
<br />CRB CONSULTING ENGINEERS, INC LICENSE #F96000003389
<br />INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS
<br />DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR
<br />PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS.
<br />PROJ. NO.
<br />217043.00
<br />DESIGNED BY:
<br />MJ
<br />SCALE:
<br />NONE
<br />CHECKED BY:
<br />BP
<br />SHEET SIZE:
<br />30x42
<br />APPROVED BY:
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<br />DRAWING TITLE
<br />STRUCTURAL
<br />SYMBOLS AND ABBREVEATIONS
<br />DRAWING NUMBER
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<br />
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