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STRUCTURAL NOTES:
<br />GENERAL: DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO
<br />SIMILAR SITUATIONS ELSEWHERE, EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF
<br />DETAILS, SECTIONS, PLANS, AND NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR.
<br />STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND
<br />ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE
<br />DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON THE STRUCTURAL
<br />DRAWINGS.
<br />CONTRACTOR SHALL LOCATE ALL BURIED UTILITY PIPES PRIOR TO EXCAVATION FOR BUILDING
<br />FOUNDATIONS. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS
<br />BETWEEN FOUNDATIONS AND BURIED UTILITY PIPES.
<br />CODE REQUIREMENTS: THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2004
<br />EDITION OF THE FLORIDA BUILDING CODE. FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES
<br />OF CONSTRUCTION.
<br />TEMPORARY CONDITIONS: THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE
<br />DEPENDS ON INTERACTIONS OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE
<br />BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE
<br />WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER
<br />FINAL CONFIGURATION ONLY.
<br />EXISTING CONDITIONS: ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS SHALL BE FIELD
<br />VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES
<br />FROM CONDITIONS SHOWN ON THE DRAWINGS.
<br />EXISTING STRUCTURE: INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE
<br />DRAWINGS WAS TAKEN FROM THE DRAWINGS ENTITLED: EAST PASCO MEDICAL CENTER, DATED:
<br />1982. WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS
<br />PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT
<br />NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, SECTIONS, DETAILS, ETC.
<br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO
<br />THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES
<br />OR CONFLICTS.
<br />EXERCISE EXTREME CARE AND CAUTION WHEN EXCAVATING AND FILLING ADJACENT TO EXISTING
<br />STRUCTURES. UNDER NO CIRCUMSTANCES SHALL THE STRUCTURAL INTEGRITY OF THE EXISTING
<br />STRUCTURES BE IMPAIRED IN ANY WAY BY CONSTRUCTION OPERATIONS AND PROCEDURES. DO
<br />NOT EXCAVATE OR DISTURB SOIL ADJACENT TO OR BENEATH EXISTING FOOTINGS.
<br />DEMOLITION: THE CONTRACTOR IS REQUIRED TO PROVIDE ALL TEMPORARY SCAFFOLDING,
<br />PLATFORMS, BARRICADES, RAILINGS, SCREENING, ETC. NECESSARY TO PROTECT EXISTING
<br />FACILITIES, STRUCTURES AND THE PUBLIC DURING DEMOLITION AND ERECTION OF THE NEW
<br />CONSTRUCTION, AS WELL AS, FOR JOB SAFETY. JOB SAFETY, CONSTRUCTION AND DEMOLITION
<br />PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS
<br />REQUIRED TO TAKE ALL PRECAUTIONS TO MINIMIZE VIBRATION, NOISE, DUST AND DEBRIS IN ALL
<br />AREAS ADJACENT TO AREAS OF DEMOLITION.
<br />THE CONTRACTOR IS REQUIRED TO PERFORM HIS WORK IN A MANNER WHICH WILL NOT CONFLICT
<br />WITH ANY OPERATION WHICH IS TO REMAIN FUNCTIONAL DURING THE COURSE OF THE PROJECT,
<br />UNTIL SUCH OPERATION IS SCHEDULED TO BE SHUT DOWN.
<br />AT ALL LOCATIONS WHERE NEW CONSTRUCTION WILL INTERFACE WITH EXISTING ELEMENTS, CUT
<br />THROUGH EXISTING STRUCTURE IN STRAIGHT AND TRUE LINES TO INSURE A NEAT INTERFACE.
<br />AT ALL LOCATIONS WHERE THE DEMOLITION OF A CONCRETE MEMBER LEAVES THE ENDS OF
<br />REINFORCING STEEL EXPOSED, PROVIDE THE FOLLOWING:
<br />CHIP CONCRETE FROM AROUND THE STEEL TO A DEPTH OF 1".
<br />CUT OFF REINFORCING STEEL NOT LESS THAN 3/4" BELOW THE CONCRETE SURFACE.
<br />FILL THE CAVITY FLUSH WITH A HIGH MODULUS GEL EPDXY. SEE SPECIFICATIONS FOR
<br />ACCEPTED MANUFACTURERS.
<br />BEFORE DEMOLISHING ANY STRUCTURAL ELEMENT, INSTALL ALL REQUIRED TEMPORARY AND/OR
<br />PERMANENT BRACING AND SUPPORTS.
<br />UPON COMPLETION OF NEW CONSTRUCTION UNDER EACH PHASE, ALL DEMOLISHED AREAS SHALL
<br />BE RESTORED TO ACCEPTABLE USAGE ACCORDING TO THE CONTRACT DOCUMENTS AS
<br />DETERMINED BY THE A/E.
<br />REMOVE COMPLETELY FROM THE SITE AND LEGALLY DISPOSE OF ALL DEBRIS GENERATED BY THE
<br />DEMOLITION WORK AS THE WORK PROGRESSES. STOCKPILING OF DEBRIS AND BURNING OF
<br />DEBRIS ON AIRPORT PREMISES IS STRICTLY PROHIBITED.
<br />ASSUMED FUTURE CONSTRUCTION:
<br />VERTICAL: NONE
<br />HORIZONTAL: NONE
<br />DESIGN CRITERIA: DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE 2004
<br />FLORIDA BUILDING CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND
<br />ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER FBC:
<br />ROOF: 20 PSF LL 20 PSF SDL
<br />FLOORS:
<br />OPERATING ROOM 60 PSF LL 20 PSF SDL
<br />LABORATORY 60 PSF LL 20 PSF SDL
<br />CORRIDOR 80 PSF LL 12 PSF SDL
<br />SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION
<br />AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING:
<br />FASTENERS
<br />IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,
<br />THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE
<br />STATE OF FLORIDA. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE
<br />ARCHITECT AND ARE SUBJECT TO THE REVIEW AND ACCEPTANCE OF THE STRUCTURAL ENGINEER.
<br />DESIGN DRAWINGS, SHOP DRAWINGS AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF
<br />ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING:
<br />UNISTRUT FRAMING
<br />SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE
<br />OF FLORIDA, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION.
<br />CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERED
<br />LOCALIZED EFFECTS ON THE STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS.
<br />DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE 2004 FBC.
<br />STRUCTURAL ANCHORING: WEDGE STYLE ANCHORS SHALL BE USED IN SOLID CONCRETE
<br />APPLICATIONS. WEDGE ANCHORS ARE A 1 (ONE) PIECE STUD ANCHOR WITH STEEL CLIP
<br />(EXPANDING RING) CONFORMING TO FEDERAL SPECIFICATION FF-S-325, GROUP 11, TYPE 4, CLASS I.
<br />ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBO ACOI. ICBO AND/OR SBCCI CODE
<br />COMPLIANCE ARE REQUIRED IN APPROPRIATE AREAS. METRO-DADE COMPLIANCE AND/OR
<br />FLORIDA BUILDING CODE COMPLIANCE ARE REQUIRED IN FLORIDA. ACCEPTED ANCHORS ARE ITW
<br />RED -HEAD TRUBOLTS, HILTI KWIK-BOLT 11, OR ENGINEER APPROVED SUBSTITUTION.
<br />CARBON STEEL ANCHORS SHALL BE ZINC PLATED IN ACCORDANCE WITH ASTM B633 OR
<br />HOT -DIPPED GALVANIZED ACCORDING TO ASTM A153. PERMANENTLY EXPOSED ANCHORS SHALL
<br />BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL. USE 316 STAINLESS STEEL FOR SERVICING
<br />EQUIPMENT AND FOR ALUMINUM AND FIBERGLASS STRUCTURES AND ASSEMBLIES.
<br />ANCHOR BOLTS SHALL CONFORM TO ASTM A307 OR A36.
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<br />CHEMICAL ADHESIVE ANCHORING AND DOWELING TO CONCRETE: ADHESIVE ANCHORS (EPDXY
<br />STYLE) SHALL BE USED IN SOLID CONCRETE OR GROUT -FILLED APPLICATIONS FOR STRUCTURAL
<br />ANCHORING AND REBAR DOWELING. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBO AC58.
<br />ICBO AND/OR FLORIDA BUILDING CODE COMPLIANCE IS REQUIRED IN APPROPRIATE AREAS.
<br />METRO- DADE COMPLIANCE AND/OR FLORIDA BUILDING CODE COMPLIANCE ARE REQUIRED IN
<br />FLORIDA. ACCEPTED PRODUCTS ARE ITW RED -HEAD GRANITE 5, ACRYLIC 7, ALLIED A1000+,
<br />BRINKER BROWN 20/20 OR ENGINEER APPROVED SUBSTITUTION.
<br />ADHESIVE SHALL BE MOISTURE INSENSITIVE (ALLOWING INSTALLATIONS IN DAMP OR
<br />WATER -FILLED HOLES). ADHESIVE SHALL HAVE A FULL -CURE LOAD OF 2 HOURS OR LESS AT 70"F
<br />FOR SAFETY ISSUES.
<br />THREADED STUDS SHALL CONFORM TO ASTM A36 (STANDARD CARBON STEEL), UNLESS NOTED
<br />OTHERWISE. PERMANENTLY EXPOSED STUDS SHALL BE STAINLESS STEEL. NUTS AND WASHERS
<br />SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE SUPPLIED ANCHOR RODS.
<br />INSTALLATION SHALL BE IN CONFORMANCE WITH MANUFACTURER'S PRINTED LITERATURE.
<br />INSTALLATION SHALL ALSO INCLUDE BRUSHING AND CLEANING OF DRILLED HOLES WITH
<br />COMPRESSED AIR AS INSTRUCTED. INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S
<br />REPRESENTATIVE. EMBEDMENTS SHALL BE INDICATED ON THE STRUCTURAL DRAWINGS.
<br />STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTMA992, GRADE 50. PLATES
<br />AND ANGLES SHALL CONFORM TO ASTM A36. TUBES SHALL CONFORM TO ASTM A500, GRADE B (Fy
<br />- 46ksi). PIPES SHALL CONFORM TO ASTM A53, GRADE B. DESIGN, FABRICATION, AND ERECTION
<br />SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND
<br />ERECTION OF STRUCTURAL STEEL BUILDINGS". BOLTS SHALL CONFORM TO ASTM SPECIFICATION
<br />FOR A325 OR A490, HIGH STRENGTH BOLTS. WELDING SHALL CONFORM TO THE AWS CODES FOR
<br />ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDS SHALL BE MADE USING E70XX
<br />ELECTRODES AND SHALL BE 3/16" MINIMUM UNLESS NOTED OTHERWISE. WELDING SHALL BE BY
<br />AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS
<br />QUALIFICATION IS SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION. STEEL TO RECEIVE ONE
<br />SHOP COAT AND ONE FIELD TOUCH-UP COAT OF APPROVED PAINT, EXCEPT WHERE GALVANIZING
<br />IS INDICATED ON THE DRAWINGS.
<br />ALL BOLTED CONNECTIONS SHALL CONSIST OF A MINIMUM 3/4 INCH DIAMETER ASTM A325 HIGH
<br />STRENGTH BOLTS. BEAM CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR FOR THE
<br />REACTIONS SHOWN ON THE DRAWINGS. IF NOT SHOWN, THE FABRICATOR SHALL DESIGN THE
<br />BEAM CONNECTIONS TO SUPPORT AN END REACTION OF 1/2 THE ALLOWABLE UNIFORM LOAD
<br />CAPACITY WITH A MINIMUM OF TWO BOLTS.
<br />ANCHOR BOLTS SHALL CONFORM TO ASTM A307 OR A36.
<br />UNISTRUT FRAMING: PROVIDE AND INSTALL A COMPLETE ENGINEERED UNISTUT SYSTEM AS
<br />INDICATED ON PLANS AND SECTIONS. SYSTEM SHALL BE TRUE, PLUMB, AND LEVEL WITH NO MORE
<br />THAN 11720 DEFLECTION OF ANY SPAN IN EITHER DIRECTION BASED ON MAXIMUM LOADING
<br />CONDITIONS. ALL MATERIALS SHALL BE PROTECTED FROM CORROSION WITH A FACTORY APPLIED
<br />FINISH.
<br />SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY FLORIDA PROFESSIONAL ENGINEER DETAILING
<br />THE COMPLETE SYSTEM INCLUDING PLANS, SECTIONS, AND DETAILS INCLUDING ALL
<br />MANUFACTURED PARTS, CATALOG NUMBERS, FASTENERS, AND HARDWARE.
<br />INSTALLER SHALL ASSURE ALL FRAMING CAN BE INSTALLED ACCORDING TO THE SHOP DRAWINGS.
<br />ANY INTERFERENCE SHALL BE REPORTED TO THE ARCHITECT.
<br />STRUCTURAL DRAWING LIST
<br />SHEET NO.
<br />TITLE
<br />SCALE
<br />S-1
<br />STRUCTURAL NOTES
<br />NONE
<br />S-2
<br />EXISTING PARTIAL SECOND FLOOR PLAN
<br />Y4" = V-W
<br />S-3
<br />EXISTING PARTIAL THIRD FLOOR PLAN
<br />Y4" = 1'-W
<br />I r, C**. 600 r
<br />CONSULTING ENGINEERS
<br />7680 Universal Boulevard, Suite 580
<br />Orlando, Florida 32819
<br />407.363.1201 " FAX 407.363.1204
<br />E-MAIL: info@tkwonline.com
<br />Engineering Certification # 5762
<br />Survey LB # 734
<br />gI,JBNIITTED PLAN(S)
<br />MARS AL'S
<br />N RI
<br />BY ZEPHYRHILL
<br />Reviewer.
<br />VA -LAM 211� T6 � 14L
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<br />ALL APPLICABLE BUILDING,
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