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1
<br />2 I 3
<br />I 4
<br />5
<br />[�7
<br />C
<br />B
<br />U
<br />2
<br />I
<br />00
<br />NI
<br />U
<br />M
<br />cc
<br />t
<br />al
<br />L
<br />A
<br />U
<br />Q
<br />N
<br />O
<br />N
<br />co
<br />0
<br />N
<br />0
<br />ABBREVIATIONS ABBREVIATIONS
<br />&
<br />AND
<br />ID
<br />INSIDE DIAMETER
<br />@
<br />AT
<br />IN
<br />INCH
<br />AB
<br />ANCHOR BOLT
<br />INT
<br />INTERIOR
<br />ABV
<br />ABOVE
<br />INTERM
<br />INTERMEDIATE
<br />ADDL
<br />ADDITIONAL
<br />ADJ
<br />ADJACENT
<br />JST
<br />JOIST
<br />AFF
<br />ABOVE FINISHED FLOOR
<br />JT
<br />JOINT
<br />AHU
<br />AIR HANDLING UNIT
<br />ALT
<br />ALTERNATE
<br />KB
<br />KNEE BRACE
<br />ARCH
<br />ARCHITECT, URAL
<br />KO
<br />KNOCK OUT
<br />B/B
<br />BACK TO BACK
<br />LB, #
<br />POUND
<br />B/
<br />BOTTOM OF
<br />LG
<br />LONG
<br />BC
<br />BOTTOM CHORD
<br />LL
<br />LIVE LOAD
<br />BLDG
<br />BUILDING
<br />LLBB
<br />LONG LEG BACK-TO-BACK
<br />BLK
<br />BLOCK
<br />LLH
<br />LONG LEG HORIZONTAL
<br />BLW
<br />BELOW
<br />LLV
<br />LONG LEG VERTICAL
<br />BM
<br />BEAM
<br />LNTL
<br />LINTEL
<br />BOD
<br />BOTTOM OF DECK
<br />LOC
<br />LOCATION
<br />BOTT
<br />BOTTOM
<br />LP
<br />LOW POINT
<br />BP
<br />BASE PLATE
<br />LSL
<br />LONG SLOTTED HOLES
<br />BRDG
<br />BRIDGING
<br />LT
<br />LIGHT
<br />BRG
<br />BEARING
<br />LVL
<br />LAMINATED VENEER LUMBER
<br />BTWN
<br />BETWEEN
<br />LW
<br />LONG WAY
<br />LWT
<br />LIGHTWEIGHT
<br />C/C
<br />CENTER TO CENTER
<br />CCJ
<br />CRACK CONTROL JOINT
<br />MATL
<br />MATERIAL
<br />CFS
<br />COLD -FORMED STEEL
<br />MAX
<br />MAXIMUM
<br />CIP
<br />CAST -IN -PLACE
<br />MC
<br />MOMENT CONNECTION
<br />CJ
<br />CONSTRUCTION JOINT
<br />MCJ
<br />MASONRY CONTROL JOINT
<br />CL
<br />CENTER LINE
<br />MECH
<br />MECHANICAL
<br />CLR
<br />CLEAR
<br />MEZZ
<br />MEZZANINE
<br />CMU
<br />CONCRETE MASONRY UNIT(S)
<br />MFR
<br />MANUFACTURER
<br />COL
<br />COLUMN
<br />MIN
<br />MINIMUM
<br />CONC
<br />CONCRETE
<br />MISC
<br />MISCELLANEOUS
<br />CONN
<br />CONNECTION
<br />MTL
<br />METAL
<br />CONST
<br />CONSTRUCTION
<br />CONT
<br />CONTINUOUS
<br />NO
<br />NUMBER
<br />COORD
<br />COORDINATE, TION
<br />NS
<br />NEAR SIDE
<br />CTRD
<br />CENTERED
<br />NTS
<br />NOT TO SCALE
<br />DBA
<br />DEFORMED BAR ANCHOR
<br />0/0
<br />OUT TO OUT
<br />DBL
<br />DOUBLE
<br />OC
<br />ON CENTER
<br />DET
<br />DETAIL
<br />OD
<br />OUTSIDE DIAMETER
<br />DIA
<br />DIAMETER
<br />OPNG
<br />OPENING
<br />DIAG
<br />DIAGONAL
<br />OPP
<br />OPPOSITE
<br />DIM
<br />DIMENSION
<br />OPP HND
<br />OPPOSITE HAND
<br />DL
<br />DEAD LOAD
<br />DN
<br />DOWN
<br />PAF
<br />POWDER ACTUATED FASTENER(S)
<br />DT
<br />DOUBLE TEE
<br />PEMB
<br />PRE-ENGINEERED METAL BUILDING
<br />DWG(S)
<br />DRAWING(S)
<br />PERP
<br />PERPENDICULAR
<br />DWL
<br />DOWEL
<br />PL
<br />PLATE
<br />PLUMB
<br />PLUMBING
<br />EA
<br />EACH
<br />PLYWD
<br />PLYWOOD
<br />EE
<br />EACH END
<br />PROJ
<br />PROJECTION
<br />EF
<br />EACH FACE
<br />PSL
<br />PARALLEL STRAND LUMBER
<br />EJ
<br />EXPANSION JOINT
<br />PT
<br />PRESSURE TREATED
<br />EL
<br />ELEVATION
<br />ELEC
<br />ELECTRICAL
<br />RD
<br />ROOF DRAIN
<br />EMBED
<br />EMBEDMENT
<br />REF
<br />REFERENCE
<br />ENG
<br />ENGINEER
<br />REINF
<br />REINFORCE, MENT, ING
<br />EOD
<br />EDGE OF DECK
<br />REM
<br />REMAINDER
<br />EOS
<br />EDGE OF SLAB
<br />REQ'D
<br />REQUIRED
<br />EP
<br />EMBEDDED PLATE
<br />RET
<br />RETURN
<br />EQ
<br />EQUAL
<br />REV
<br />REVISION
<br />EQUIP
<br />EQUIPMENT
<br />RTN
<br />RETURN
<br />EQUV
<br />EQUIVALENT
<br />RTU
<br />ROOF TOP UNIT
<br />ES
<br />EACH SIDE
<br />EW
<br />EACH WAY
<br />SCH
<br />SCHEDULE
<br />EXIST
<br />EXISTING
<br />SECT
<br />SECTION
<br />EXP
<br />EXPANSION
<br />SHT
<br />SHEET
<br />EXT
<br />EXTERIOR
<br />SIM
<br />SIMILAR
<br />SOG
<br />SLAB ON GRADE
<br />F
<br />FOOTING MARK
<br />SPEC
<br />SPECIFICATION(S)
<br />F/
<br />FACE OF
<br />SQ
<br />SQUARE
<br />FD
<br />FLOOR DRAIN
<br />SSL
<br />SHORT SLOTTED HOLES
<br />FF
<br />FINISHED FLOOR
<br />SS
<br />STAINLESS STEEL
<br />FLG
<br />FLANGE
<br />STD
<br />STANDARD
<br />FLR
<br />FLOOR
<br />STIFF
<br />STIFFENERS
<br />FDN
<br />FOUNDATION
<br />STL
<br />STEEL
<br />FS
<br />FAR SIDE
<br />STRL
<br />STRUCTURAL
<br />FT
<br />FOOT, FEET
<br />SW
<br />SHORT WAY / SHEAR WALL
<br />FTG
<br />FOOTING
<br />SYP
<br />SOUTHERN YELLOW PINE
<br />FV
<br />FIELD VERIFY
<br />T/
<br />TOP OF
<br />GA
<br />GAGE
<br />T&B
<br />TOP AND BOTTOM
<br />GALV
<br />GALVANIZED
<br />TB
<br />TIE BEAM
<br />GB
<br />GRADE BEAM
<br />THK
<br />THICK, NESS
<br />GC
<br />GENERAL CONTRACTOR
<br />TRANS
<br />TRANSVERSE
<br />GLB
<br />GLU-LAM BEAM
<br />TS
<br />TUBE STEEL, THICKENED SLAB MARK
<br />GR
<br />GRADE
<br />TYP
<br />TYPICAL
<br />GRTG
<br />GRATING
<br />UNO
<br />UNLESS NOTED OTHERWISE
<br />HK
<br />HOOK
<br />HND
<br />HAND
<br />VERT
<br />VERTICAL
<br />HORIZ
<br />HORIZONTAL
<br />HP
<br />HIGH POINT
<br />WD
<br />WOOD
<br />HSA
<br />HEADED STUD ANCHOR
<br />W/
<br />WITH
<br />HSS
<br />HOLLOW STRUCTURAL STEEL
<br />W/O
<br />WITH OUT
<br />HT
<br />HEIGHT
<br />WF
<br />WIDE FLANGE, WALL FOOTING MARK
<br />WP
<br />WORKING POINT
<br />WT
<br />WEIGHT, TEE
<br />WWF
<br />WELDED WIRE FABRIC
<br />GENERAL STRUCTURAL NOTES
<br />DESIGN CRITERIA:
<br />1. ALL WORK TO CONFORM TO THE 2017 FLORIDA BUILDING CODE, 6TH EDITION.
<br />2. ROOF LIVE LOAD (DESIGNED AS FUTURE FLOOR): 100 PSF
<br />3. MECHANICAL EQUIPMENT:
<br />NEW RTU 3,400 LEIS
<br />4. WIND DESIGN DATA (ASCE 7-10):
<br />ULTIMATE DESIGN WIND SPEED, Vult (3-SECOND GUST) 146 MPH
<br />NOMINAL DESIGN WIND SPEED, Vasd (3-SECOND GUST) 113 MPH
<br />BUILDING RISK CATEGORY IV
<br />WIND EXPOSURE C
<br />INTERNAL PRESSURE COEFFICIENT +/- 0.18
<br />COMPONENTS AND CLADDING PRESSURE:
<br />ROOFTOP EQUIPMENT: VERTICAL UPLIFT 66 PSF
<br />LATERAL 83 PSF
<br />PRESSURES SHOWN ARE ULTIMATE PRESSURES.
<br />MULTIPLY BY 0.6 FOR NOMINAL PRESSURES.
<br />GENERAL:
<br />1. THIS STRUCTURAL DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS, AS
<br />AN INSTRUMENT OF SERVICE, ARE INTENDED ONLY FOR THE SPECIFIC PURPOSE
<br />AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE
<br />ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY
<br />RS&H, INC. SHALL BE WITHOUT LIABILITY TO RS&H, INC.
<br />2. IT IS UNDERSTOOD THAT THE STRUCTURAL ENGINEER OF RECORD MAKES NO
<br />WARRANTY, EITHER EXPRESSED OR IMPLIED, AS TO FINDINGS, DESIGNS,
<br />RECOMMENDATIONS, SPECIFICATIONS, OPINION, OR PROFESSIONAL ADVICE,
<br />EXCEPT THAT THESE DOCUMENTS HAVE BEEN PREPARED IN ACCORDANCE WITH
<br />THE CURRENT GENERALLY ACCEPTED PROFESSIONAL ENGINEERING PRACTICES.
<br />3. ALL STRUCTURAL MEMBERS SHOWN HEREIN HAVE BEEN DESIGNED FOR THE FINAL
<br />DESIGN LOADS PROVIDED IN THIS DOCUMENT IN THE FINAL ERECTED CONDITION
<br />SHOWN HEREIN. THE CONTRACTOR IS RESPONSIBLE FOR CONDITIONS
<br />ENCOUNTERED DURING ERECTION AND HANDLING, AND NECESSARY TEMPORARY
<br />BRACING AND SHORING. SHORING AND BRACING SHALL BE DESIGNED TO
<br />PRECLUDE ANY STRUCTURAL ELEMENT FROM BEING OVERSTRESSED AT ANY POINT
<br />DURING CONSTRUCTION.
<br />4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF
<br />LATEST DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED
<br />WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES SHALL
<br />BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE
<br />COMMENCING WORK SO THAT PROPER REMEDIAL WORK CAN BE EXECUTED.
<br />5. CONTRACTOR SHALL REFER TO THE ENGINEER FOR INSTRUCTION FOR ANY
<br />DIMENSION NOT GIVEN ON OR OBTAINABLE FROM THE DRAWINGS. THE
<br />CONTRACTOR SHALL NOT USE SCALE TO OBTAIN OR VERIFY ANY DIMENSIONS
<br />SHOWN ON THESE DRAWINGS.
<br />6. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR
<br />OPENINGS, SLEEVES, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. ALL
<br />STRUCTURAL FRAMING AROUND OR AFFECTED BY ARCHITECTURAL, MECHANICAL,
<br />ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH THE EQUIPMENT
<br />PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED.
<br />7. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN
<br />ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL.
<br />EXISTING CONDITIONS:
<br />1. THE EXISTING FRAMING SHOWN ON THE DRAWINGS WAS OBTAINED FROM THE
<br />CONSTRUCTION DOCUMENTS BY BOTKIN & RHEAULT, INC., DATED MARCH 1990,
<br />WITH LATEST REVISION DATED DECEMBER 26, 1990. THE CONTRACTOR SHALL
<br />VERIFY ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK.
<br />CONTRACTOR SHALL NOTIFY ARCHITECT / ENGINEER OF ALL EXCEPTIONS TO
<br />ASSUMED CONDITIONS.
<br />2. ALL REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL BE
<br />PERFORMED WITH GREAT CARE IN ORDER TO NOT DAMAGE THE EXISTING AND
<br />JEOPARDIZE THE INTEGRITY OF THE EXISTING BUILDING TO REMAIN.
<br />STRUCTURAL STEEL:
<br />1. STRUCTURAL STEEL SHALL BE DESIGNED PER AISC 360-10. MATERIALS SHALL BE AS
<br />FOLLOWS:
<br />CHANNELS ASTM A36, Fy = 36 KS
<br />ALL OTHER STEEL ASTM A36, Fy = 36 KS
<br />2. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS AND SHALL CONFORM
<br />TO ANSI/AWS D1.1.
<br />3. MINIMUM SIZE OF ALL FILLET WELDS SHALL CONFORM TO TABLE J2.4 OF AISC
<br />SPECIFICATIONS EVEN IF SHOWN OTHERWISE ON ARCHITECTURAL, MECHANICAL, OR
<br />STRUCTURAL DRAWINGS.
<br />4. STRUCTURAL STEEL EXPOSED TO WEATHER IN FINISHED STRUCTURE SHALL BE HOT
<br />DIP GALVANIZED PER ASTM A123.
<br />5. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO STRUCTURAL ENGINEER FOR
<br />REVIEW PRIOR TO START OF FABRICATION. FABRICATION SHALL CONFORM TO AISC
<br />SPECIFICATIONS.
<br />A
<br />ATTACH UNIT TO CURB WITH
<br />1/2"0 ASTM F593C 304 SS BOLTS
<br />(MINIMUM OF (4) EA LONG SIDE
<br />& (2) EA SHORT SIDE), OR WITH
<br />#12 TEK SCREWS @ 10" OC
<br />AROUND FULL PERIMETER
<br />16 GA MINIMUM
<br />PRE -FABRICATED
<br />CURB TO BE
<br />DESIGNED BY
<br />EQUIP MFR -
<br />MECH UNIT
<br />3/8"0 HILTI KWIK BOLT TZ
<br />ANCHORS @ 24" OC W/ 2" EXIST CONC ON
<br />EMBEDMENT EPICORE DECK
<br />SECTION
<br />3 SCALE: NTS
<br />EXIST CONC ON
<br />EPICORE DECK, TYP
<br />GC TO VERIFY EXIST STL
<br />FRAME IS LOCATED
<br />C
<br />0
<br />N
<br />2
<br />26' - 0"
<br />8'-8" 8'-8"
<br />L
<br />X
<br />'r
<br />EXIST CONC SLAB ON 22
<br />GA EPICORE DECK. 5 1/4"
<br />TOTAL THICKNESS, TYP
<br />ENLARGED PLAN
<br />EXISTING OPENING, FV
<br />#12 TEK
<br />SCREWS @
<br />6" OC, TYP
<br />1 1/2" TYPE B, 20 GAGE,
<br />STEEL ROOF DECK
<br />INFILL W/ MIN 1 1/2"
<br />BEARING EA END
<br />AROUND OPENING L4X3X1/4 (LLV) (2) #12 TEK
<br />TYP, ALL SIDES SCREWS @
<br />OF OPENING 12" OC, TYP
<br />NOTES:
<br />1. ROOFING NOT SHOWN FOR CLARITY. SEE ARCH
<br />FOR ROOFING/WATERPROOFING DETAILS, IF REQ'D.
<br />�� ROOF OPENING INFILL
<br />SCALE: NTS
<br />W27X94
<br />E3��
<br />EXIST ROOF
<br />NEW RTU, FRAMING, TYP
<br />SEE MECH
<br />2
<br />S100
<br />ICI
<br />— X _
<br />X
<br />v
<br />LO
<br />v
<br />r
<br />INFILL EXIST SUPPLY AIR
<br />3 DUCT OPENING. SEE 4/S100
<br />S100
<br />TYP
<br />EXIST RETURN AIR DUCT
<br />OPENING TO BE REUSED
<br />(
<br />\A/77YOd
<br />PARTIAL ROOF PLAN
<br />1 SCALE: 3/16" =1'-0"
<br />NOTES:
<br />1. COORDINATE RTU LOCATION WITH MECHANICAL.
<br />2. VERIFY OPENINGS AND FRAMING LOCATIONS
<br />WITH EQUIPMENT PURCHASED.
<br />C6X8.2, TY
<br />r��{L•���Z�11;[�Z�1�.
<br />EPICORE DECK — OPENING
<br />� CHANNEL, TIGHT TO
<br />UNDERSIDE OF DECK
<br />P
<br />SECTION A -A
<br />3 SIDES,
<br />TYP
<br />ST CONC ON
<br />CORE DECK 3 SIDES
<br />L3x3x1/4 x 4" LG - CHANNEL, TYP
<br />SECTION B-B
<br />ROOF OPENING FRAMING
<br />SCALE: NTS
<br />CHANNEL,
<br />CCC or AAI
<br />r LJ/ V AJ AV -J
<br />EXIST CONC ON
<br />EPICORE DECK
<br />3/16 ',.2 SIDES
<br />EXIST
<br />3TL BM
<br />SECTION C-C
<br />KEY PLAN
<br />SCALE: NTS
<br />AREA OF WORK
<br />O O
<br />TRUE PROJECT
<br />NORTH NORTH
<br />301 E. Pine Street, Suite 350
<br />Orlando, Florida 32801
<br />407-893-5800 Fax 407-264-6624
<br />www.rsandh.com
<br />FL Cert. Nos. AAC001886 * IB26000956
<br />5620 * LCC000210 * GB238
<br />PROJECT TITLE:
<br />AdventHealth - ZEPHYRHILLS
<br />USP 800 PHARMACY UPGRADE
<br />PROJECT ADDRESS:
<br />7050 GALL BLVD,
<br />ZEPHYRHILLS, FL 33541
<br />Q, �.�GENSF •'9G�� d�
<br />X7j
<br />0
<br />=`� CV) OF =
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<br />REVISIONS
<br />NO. DESCRIPTION DATE
<br />1 L AHCA COMMENTS 07/02/2019]
<br />-- - - --
<br />DATE ISSUED: 06/19/2019
<br />REVIEWED BY: AM
<br />DRAWN BY: -- - DB
<br />DESIGNED BY: YK/JS/MW
<br />PROJECT NUMBER:
<br />504-0232-000
<br />© 2019 RS&H, INC.
<br />SHEET TITLE:
<br />GENERAL
<br />STRUCTURAL NOTES,
<br />PLAN AND DETAILS
<br />SHEET ID:
<br />BLDG. ID
<br />S100
<br />PROJECT STATUS:
<br />CONSTRUCTION
<br />DOCUMENTS
<br />Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the
<br />expressed written consent of this corporation is prohibited. All rights reserved.
<br />3" SCALE 0 3" 6" 1'
<br />1 1/2" SCALE 0 6" 1' 2'
<br />3/8" SCALE 3' 0 18" 3' 6'
<br />1/4" SCALE 4' 0 2' 4' 8'
<br />--
<br />1/8" SCALE 8' 0 4' 8' 16'
<br />
|