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<br />GENERAL STRUCTURAL NOTES
<br />GROUP
<br />_
<br />PART I DESIGN CRITERIA
<br />_
<br />PART IV SUBMITTALS
<br />_
<br />PART V MISCELLANEOUS (CONTINUED)
<br />ARCHITECTURE + CONSULTING
<br />A. GENERAL BUILDING CODE
<br />A. SUBMITTAL LIST AND SCHEDULE
<br />6. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR
<br />TO THE START OF CONSTRUCTION AND TAKE CARE TO PROTECT EXISTING UTILITIES
<br />1. THE CONSTRUCTION DOCUMENTS ARE BASED ON THE REQUIREMENTS OF THE
<br />1. THE GENERAL CONTRACTOR SHALL PREPARE A DETAILED LIST AND SCHEDULE OF
<br />THAT ARE TO REMAIN IN SERVICE.
<br />106 WEST NORTH BAY STREET J TAMPA, FL 33603
<br />FLORIDA BUILDING CODE 7TH EDITION (2020) .
<br />ALL SUBMITTAL ITEMS TO BE SENT TO THE STRUCTURAL ENGINEER PRIOR TO THE
<br />http:ttcjaegroup.com
<br />START OF CONSTRUCTION. THIS LIST SHALL BE UPDATED AND REVISED AND KEPT
<br />7. THE CONTRACTOR SHALL REPAIR ALL DAMAGE CAUSED DURING CONSTRUCTION
<br />B. LIVE LOADS
<br />CURRENT AS THE JOB PROGRESSES. THE SUBMITTAL LIST SHALL BE ORGANIZED AS
<br />WITH SIMILAR MATERIALS AND WORKMANSHIP TO RESTORE CONDITIONS TO LEVELS
<br />SHOWN BELOW:
<br />ACCEPTABLE TO THE ARCHITECT.
<br />1. DESIGN LIVE LOADS ARE BASED ON THE MORE RESTRICTIVE OF THE UNIFORM
<br />a. SHOP DRAWINGS
<br />IW`1
<br />LOAD LISTED BELOW OR THE CONCENTRATED LOAD LISTED ACTING OVER AN AREA
<br />b. DESIGN CALCULATIONS
<br />E. RESPONSIBILITY OF THE CONTRACTOR FOR CONSTRUCTION LOADS
<br />��71 waiter
<br />2.5 FEET SQUARE OR, IN THE CASE OF STAIR TREADS, 4 SQUARE INCHES.
<br />c. PRODUCT DATA, CERTIFICATES, REPORTS, AND OTHER LITERATURE
<br />1��w
<br />a. HOSPITALS:
<br />1. THE STRUCTURE HAS BEEN DESIGNED FOR THE LOADS IDENTIFIED WITHIN THESE
<br />I *jw,P P MOOre
<br />1) OPERATING ROOMS: DESIGN CONCENTRATED LOADS FOR HANGING
<br />B. SUBMITTALS TO BE PROVIDED TO STRUCTURAL ENGINEER
<br />STRUCTURAL DRAWINGS THAT ARE ANTICIPATED TO BE APPLIED TO THE FINAL
<br />MEDICAL EQUIPMENT HAS BEEN PROVIDED BY THE OWNER AND EQUIPMENT
<br />STRUCTURE ONCE COMPLETED AND OCCUPIED. THE CONTRACTOR SHALL NOT OVERLOAD
<br />MANUFACTURER.
<br />1. STRUCTURAL SUBMITTALS: THE FOLLOWING SUBMITTALS SHALL BE PROVIDED:
<br />THE STRUCTURE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />a. STRUCTURAL STEEL, SHOP AND ERECTION DRAWINGS
<br />CHECKING THE ADEQUACY OF THE STRUCTURE TO SUPPORT ANY APPLIED CONSTRUCTION
<br />Walter P Moore and Associates, Inc.
<br />NOTES:
<br />LOADS, INCLUDING THOSE DUE TO CONSTRUCTION VEHICLES OR EQUIPMENT, MATERIAL
<br />201 East Kennedy Blvd, Suite 300
<br />c. UNIFORM LOAD REQUIRED IS THE SAME AS THE OCCUPANCY SERVED.
<br />2. DEFERRED SUBMITTALS:
<br />HANDLING OR STORAGE, SHORING OR RESHORING, OR ANY OTHER CONSTRUCTION
<br />Tampa, Florida33602
<br />d. DESIGN CONCENTRATED LOAD IS THAT REQUIRED BY ASSUMED EQUIPMENT WEIGHT.
<br />a. THE FOLLOWING ITEMS ARE CONSIDERED DEFERRED SUBMITTALS BY THE
<br />ACTIVITY. THE CONTRACTOR SHALL SUBMIT CALCULATIONS SIGNED AND SEALED BY AN
<br />REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE:
<br />ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED VERIFYING THE
<br />1) UNISTRUT FRAMING FOR HANGING MEDICAL EQUIPMENT (S&S)
<br />ADEQUACY OF THE STRUCTURE FOR ANY PROPOSED CONSTRUCTION LOADS THAT ARE IN
<br />2) MECHANICAL EQUIPMENT WEIGHTS (REC)
<br />EXCESS OF THE STATED DESIGN LOADS. THE STRUCTURAL ENGINEER IS NOT
<br />813.221,2424
<br />RESPONSIBLE TO DESIGN OR CHECK THE STRUCTURE FOR LOADS APPLIED TO THE
<br />Certificate of Authorization No. 3818
<br />PART II - REINFORCED CONCRETE
<br />NOTES:
<br />STRUCTURE FOR ANY CONSTRUCTION ACTIVITY.
<br />WPM Project No.S06-21032-00
<br />(S&S) ITEMS MARKED THUS SHALL HAVE THE SHOP DRAWINGS AND DELEGATED
<br />F. CONTRACTOR SUBSTITUTIONS
<br />A. CLASSES OF CONCRETE
<br />DESIGN SUBMITTALS (INCLUDING CALCULATIONS) SEALED PER THE PROJECT
<br />SPECIFICATIONS BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT
<br />1. ANY MATERIALS OR PRODUCTS SUBMITTED FOR APPROVAL THAT ARE DIFFERENT
<br />1. ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS AS SPECIFIED IN THE TABLE
<br />IS LOCATED.
<br />FROM THE MATERIAL OR PRODUCTS SPECIFIED IN THE STRUCTURAL CONTRACT
<br />BELOW UNLESS NOTED OTHERWISE ON THE DRAWINGS:
<br />DOCUMENTS WILL BE APPROVED ONLY IF THE FOLLOWING CRITERIA ARE SATISFIED:
<br />(REC) ITEMS MARKED THUS SHALL BE SUBMITTED TO ENGINEER FOR RECORD
<br />a. A COST SAVINGS TO THE OWNER IS DOCUMENTED AND SUBMITTED WITH THE
<br />28 DAY COMP. MAX
<br />ONLY AND WILL NOT HAVE THE ENGINEER'S SHOP DRAWING STAMP AFFIXED.
<br />REQUEST.
<br />STRENGTH CONC SIZE
<br />b. THE MATERIAL OR PRODUCT HAS BEEN APPROVED BY THE INTERNATIONAL
<br />USAGE (PSI) TYPE AGG
<br />3. SUBMITTAL REQUIREMENTS:
<br />CODE COUNCIL (ICC) AND THE ICC REPORT IS SUBMITTED WITH THE REQUEST.
<br />a. ALL SHOP DRAWINGS MUST BE REVIEWED AND ELECTRONICALLY STAMPED BY
<br />1) THE ICC ESR THAT IS SUBMITTED MUST REFERENCE THE BUILDING
<br />2. SLAB -ON -GRADE 4,000 NWT 1"
<br />THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL.
<br />CODE UNDER WHICH THE PROJECT IS PERMITTED.
<br />b. CONTRACTOR SHALL PROVIDE THE SUBMITTAL IN ELECTRONIC PORTABLE
<br />2) ICC REPORTS THAT HAVE BEEN DISCONTINUED AT THE TIME OF
<br />NWT - NORMAL WEIGHT CONCRETE
<br />DOCUMENT FORMAT (PDF) PER THE SPECIFICATIONS.
<br />PRODUCT INSTALLATION WILL NOT BE ACCEPTED.
<br />c. THE OMISSION FROM THE SHOP DRAWINGS OF ANY MATERIALS REQUIRED BY
<br />B. REINFORCING STEEL
<br />THE CONTRACT DOCUMENTS TO BE FURNISHED SHALL NOT RELIEVE THE CONTRACTOR
<br />2. SUBMITTALS NOT SATISFYING THE ABOVE CRITERIA WILL NOT BE CONSIDERED.
<br />OF THE RESPONSIBILITY OF FURNISHING AND INSTALLING SUCH MATERIALS,
<br />1. ALL REINFORCING STEEL SHALL BE ASTM A 615 GRADE 60 UNLESS NOTED OTHERWISE
<br />REGARDLESS OF WHETHER THE SHOP DRAWINGS HAVE BEEN REVIEWED AND
<br />G. MECHANICAL EQUIPMENT WEIGHTS
<br />ON THE DRAWINGS OR IN THESE NOTES.
<br />APPROVED.
<br />1. THE GENERAL CONTRACTOR SHALL SUBMIT ACTUAL WEIGHTS OF EQUIPMENT TO BE
<br />2. SMOOTH WELDED WIRE REINFORCEMENT: ASTM A 185, YIELD STRENGTH 65,000 PSI.
<br />C. REPRODUCTION
<br />USED IN THE PROJECT TO THE STRUCTURAL ENGINEER FOR VERIFICATION OF LOADS
<br />USED IN THE DESIGN AT LEAST THREE WEEKS PRIOR TO FABRICATION AND
<br />C. REINFORCING STEEL COVERAGE
<br />1. THE USE OF ELECTRONIC FILES OR REPRODUCTIONS OF THESE CONTRACT
<br />CONSTRUCTION OF THE SUPPORTING STRUCTURE.
<br />DOCUMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR
<br />1. COVER IN STRUCTURAL MEMBERS NOT SPECIFIED IN THE DETAILS SHALL CONFORM TO
<br />MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES THEIR
<br />H. THE STRUCTURAL ENGINEER'S ROLE DURING CONSTRUCTION
<br />STAMPS AND APPROVALS
<br />THE REQUIREMENTS OF ACI 318 UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS.
<br />ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES
<br />THEMSELVES TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS
<br />1. THE ENGINEER SHALL NOT HAVE CONTROL NOR CHARGE OF, AND SHALL NOT BE
<br />THAT MAY OCCUR HEREON.
<br />RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR
<br />PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE
<br />WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY
<br />OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM
<br />PART III - STRUCTURAL STEEL
<br />PART V - MISCELLANEOUS
<br />TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
<br />C
<br />2. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF WALTER P. MOORE
<br />A. MATERIAL
<br />AND ASSOCIATES IS SOLELY FOR THE PURPOSE OF BECOMING GENERALLY FAMILIAR
<br />A. CONTRACT DOCUMENTS
<br />WITH THE PROGRESS AND QUALITY OF THE WORK COMPLETED AND DETERMINING, IN
<br />1. HOT ROLLED STRUCTURAL MEMBERS: ALL HOT ROLLED STEEL PLATES, SHAPES,
<br />GENERAL, IF THE WORK OBSERVED IS BEING PERFORMED IN A MANNER INDICATING
<br />SHEET PILING AND BARS SHALL BE NEW STEEL CONFORMING TO ASTM SPECIFICATION
<br />1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL
<br />THAT THE WORK WHEN FULLY COMPLETED WILL BE IN ACCORDANCE WITH THE
<br />� �
<br />A 6.
<br />CONTRACT DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS TO ALL
<br />STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE
<br />,,``5JW�����,
<br />SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP
<br />CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF
<br />O•E p
<br />2. ASTM SPECIFICATION AND GRADE' CLEARLY MARK THE GRADE OF STEEL ON EACH
<br />DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBERS, AND ERECTION IN THE FIELD.
<br />THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO KEEP THE OWNER REASONABLY
<br />PIECE WITH A DISTINGUISHING MARK VISIBLE FROM FLOOR SURFACES FOR THE
<br />INFORMED ABOUT THE PROGRESS AND QUALITY OF THE PORTION OF THE STRUCTURE
<br />N0.62831
<br />PURPOSE Of FIELD INSPECTION OF PROPER GRADE OF STEEL. UNLESS NOTED
<br />2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE
<br />COMPLETED.
<br />OTHERWISE ON THE DRAWINGS, STRUCTURAL STEEL SHALL BE AS FOLLOWS'
<br />FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE
<br />a. W- AND WT-SHAPES: ASTM A 992.
<br />THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND
<br />I. MAINTENANCE STATEMENT
<br />. W
<br />b. C-SHAPES: ASTM A 36.
<br />DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
<br />STATE OF = W�
<br />c. L-SHAPES: ASTM A 36.
<br />METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE.
<br />1. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXTEND LIFESPAN AND TO��;
<br />�'•.
<br />d . ROUND HSS : ASTM A 500 , GRADE B { FY=42 KSI) .
<br />ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED
<br />�� Sj '' • • • •' ��
<br />e. RECTANGULAR HSS: ASTM A 500, GRADE B (FY=46 KSI).
<br />3. OPENINGCONDUITSSHAROUBE COORDINATEDROOFS, FOR DUCTS,
<br />PROGRAM OF MAINTENANCE SHALL BE ESTABLISHED BY THE BUILDING OWNER. THIS
<br />,,��
<br />f. STEEL PIPES: ASTM A 53 (TYPES E OR S), GRADE B.
<br />CONTRACTORPIPING,
<br />BY THE CONTRACTOR SHALD10ERIFY
<br />PROGRAM SHALL INCLUDE SUCH ITEMS SUCH AS BUT NOT LIMITED TO PAINTING OF
<br />I its
<br />g. BASE PLATES: ALL BASE PLATES SHALL CONFORM TO ASTM A 36 UNLESS
<br />SIZES AND LOCATIONS OF HOLES AND OPENINGS WITH THE MECHANICAL, ELECTRICAL,
<br />PLUMBING, AND FIRE PROTECTION DRAWINGS AND THE RESPECTIVE SUBCONTRACTORS.
<br />STRUCTURAL STEEL, PROTECTIVE COATING FOR CONCRETE, SEALANTS, CAULKED
<br />NOTED OTHERWISE ON THE DRAWINGS.
<br />JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE,
<br />h. EDGE ANGLES, BENT PLATES, ANGLE HANGERS, AND ANGLE KICKERS: ASTM A 36.
<br />AND PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED TO A SALT
<br />i. CONNECTION MATERIAL:
<br />4. REFER TO DRAWINGS OTHER THAN STRUCTURAL FOR COMPLETE INFORMATION
<br />ENVIRONMENT OR OTHER HARSH CHEMICALS.
<br />INCLUDING: TYPES OF FLOOR SLAB FINISHES AND THEIR LOCATIONS, FLOOR SLAB
<br />1) BEAM COLUMN CONTINUITY PLATES AND DOUBLER PLATES' ASTM A
<br />DEPRESSIONS AND CURBS, OPENINGS IN STRUCTURAL WALLS, ROOFS AND FLOORS
<br />J. SPECIALTY ENGINEER REQUIREMENTS
<br />572, GRADE 50.
<br />REQUIRED BY ARCHITECTURAL AND MEP FEATURES, STAIRS, RAMPS, ETC.
<br />2) ALL CONNECTION MATERIAL, EXCEPT AS NOTED OTHERWISE HEREIN OR
<br />ON THE DRAWINGS, INCLUDING BEARING PLATES, GUSSET PLATES,
<br />1. THE FLORIDA STATE BOARD OF PROFESSIONAL ENGINEERS HAS ISSUED RULES ON
<br />STIFFENER PLATES, FILLER PLATES, ANGLES, ETC. SHALL CONFORM TO
<br />5. WHERE MEMBER LOCATIONS ARE NOT SPECIFICALLY DIMENSIONED, MEMBERS ARE
<br />RESPONSIBILITIES OF PROFESSIONAL ENGINEERS CONCERNING THE DESIGN OF
<br />ASTM A 36 UNLESS A HIGHER GRADE OF STEEL IS REQUIRED BY STRENGTH
<br />EITHER LOCATED ON COLUMNS LINES OR ARE EQUALLY SPACED BETWEEN LOCATED
<br />STRUCTURES, PURSUANT TO CHAPTER 61G15-31 OF THE FLORIDA ADMINISTRATIVE
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND
<br />AND PROVIDED THE RESULTING SIZES ARE COMPATIBLE WITH THE CONNECTED
<br />MEMBERS.
<br />CODE. CERTAIN COMPONENTS OF THE STRUCTURE REQUIRE THE WORK OF A SPECIALTY
<br />SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING
<br />MEMBERS.
<br />ENGINEER FOR THE DESIGN. ALL PROCEDURES STATED IN THE RULES SHALL APPLY TO
<br />CODES.
<br />j. OTHER STEEL: ANY OTHER STEEL NOT INDICATED OTHERWISE SHALL
<br />6. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR SPECIFIED ON THE DRAWINGS
<br />THESE SPECIALTY COMPONENTS.
<br />CONFORM TO ASTM A 992 OR ASTM A 572, GRADE 50, EXCEPT PLATES AND ANGLES
<br />OR IN THE SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER
<br />ROBERTS. MOHRLAND P.E. NO 62851
<br />AS SHOWN OR SPECIFIED IN SIMILAR CONDITIONS.
<br />THAT SHALL BE ASTM A 36.
<br />B. DRAWING CONFLICTS
<br />PART VI - D RAW I N G INTERPRETATION
<br />B. STRUCTURAL BOLTS AND THREADED FASTENERS
<br />1. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL AND STRUCTURAL
<br />1. A 325 BOLTS: ALL BOLTS IN STRUCTURAL CONNECTIONS SHALL CONFORM TO
<br />DRAWINGS AND REPORT ANY DISCREPANCY BETWEEN EACH SET OF DRAWINGS AND WITHIN
<br />ASTM A 325 TYPE 1, UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
<br />EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER PRIOR TO THE FABRICATION
<br />A. DRAWING VIEWS LABELED AS "TYPICAL"
<br />2. THREADED ROUND STOCK: THREADED RODS SHALL CONFORM TO:
<br />AND INSTALLATION OF ANY STRUCTURAL MEMBERS.
<br />1. PARTIAL PLANS, ELEVATIONS, SECTIONS, DETAILS, OR SCHEDULES LABELED
<br />a. ASTM A 36.
<br />C. CONFLICTS IN STRUCTURAL REQUIREMENTS
<br />WITH "TYPICAL" AT THE BEGINNING OF THEIR TITLE SHALL APPLY TO ALL
<br />SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE
<br />C. WELDING
<br />1. WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURAL
<br />SPECIFICALLY SHOWN. THE APPLICABILITY OF THE CONTENT OF THESE VIEWS TO
<br />CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS,
<br />LOCATIONS ON THE PLAN CAN BE DETERMINED FROM THE TITLE OF THE VIEWS. SUCH
<br />1. UNLESS NOTED OTHERWISE, ELECTRODES FOR WELDING SHALL CONFORM TO E70XX
<br />THE STRICTEST REQUIREMENTS, AS INDICATED BY THE ENGINEER, SHALL GOVERN.
<br />VIEWS SHALL APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION.
<br />B
<br />(SMAW), F7XX-EXXX (SAW), ER70S-X (GMAW), OR E7XT-X (FCAW).
<br />DECISIONS REGARDING APPLICABILITY OF THESE "TYPICAL" VIEWS SHALL BE
<br />D. EXISTING CONDITIONS
<br />DETERMINED BY THE STRUCTURAL ENGINEER.
<br />2. ELECTRODES FOR GRADE 60 OR GRADE 65 MATERIAL SHALL CONFORM TO E80XX
<br />(SMAW), F8XX-EXX-XX (SAW), ER80S-X (GMAW), OR E8XT-X (FCAW).
<br />1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF
<br />THE EXISTING BUILDING AT THE JOB SITE AND REPORT ANY DISCREPANCIES FROM
<br />D. GROUT
<br />ASSUMED CONDITIONS SHOWN ON THE DRAWINGS TO THE ARCHITECT AND ENGINEER
<br />It
<br />1. GROUT BELOW STRUCTURAL STEEL BASE PLATES SHALL BE NON-METALLIC,
<br />PRIOR TO THE FABRICATION AND ERECTION OF ANY MEMBERS.
<br />NON -SHRINK GROUT WITH A MINIMUM STRENGTH OF 8,000.
<br />2, WORK SHOWN ON THE DRAWINGS IS NEW, UNLESS NOTED AS EXISTING.
<br />Adltv.,,nt Health
<br />3. EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS WAS OBTAINED FROM
<br />EXISTING CONSTRUCTION DOCUMENTS AND LIMITED SITE OBSERVATION. THESE
<br />r l'
<br />DRAWINGS OF EXISTING CONSTRUCTION ARE AVAILABLE FOR CONTRACTOR USE.
<br />HOWEVER, THE AVAILABLE DRAWINGS OF EXISTING CONSTRUCTION ARE NOT
<br />PROJECT NAME
<br />NECESSARILY COMPLETE. THE CONTRACTOR SHALL FIELD VERIFY ALL PERTINENT
<br />ADVENTHEALTH ZEPHYRHILLS
<br />INFORMATION.
<br />ROOM 6 X-RAY REPLACEMENT
<br />4. DEMOLITION, CUTTING, DRILLING, ETC. OF EXISTING WORK SHALL BE
<br />PERFORMED WITH GREAT CARE SO AS NOT TO JEOPARDIZE THE STRUCTURAL INTEGRITY
<br />OF THE EXISTING BUILDING. IF ANY ARCHITECTURAL, STRUCTURAL, OR MEP MEMBERS
<br />PROJECT LOCATION
<br />NOT DESIGNATED FOR REMOVAL INTERFERE WITH THE NEW WORK, THE ARCHITECT SHALL
<br />7050 GALL BOULEVARD
<br />BE NOTIFIED IMMEDIATELY AND APPROVAL OBTAINED PRIOR TO REMOVAL OF THOSE
<br />ZEPHYRHILLS, FL 33541
<br />MEMBERS.
<br />PROJECT NUMBER
<br />5. THE CONTRACTOR SHALL SAFELY SHORE EXISTING CONSTRUCTION WHEREVER
<br />2021-009
<br />EXISTING SUPPORTS ARE REMOVED TO ALLOW THE INSTALLATION OF NEW WORK. ALL
<br />SHORING METHODS AND SEQUENCING OF DEMOLITION SHALL BE THE RESPONSIBILITY OF
<br />THE CONTRACTOR AND HIS ENGINEER.
<br />PROJECT H
<br />100% CONSTRUCTION DOCUMENTS
<br />ISSUE DATE
<br />AUGUST 18, 2021
<br />REVISIONS LIST
<br />NO.
<br />DATE
<br />DESCRIPTION
<br />A
<br />SHEET TITLE
<br />GENERAL
<br />STRUCTURAL NOTES
<br />SHEET NO.
<br />si'l
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