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<br />REINFORCED CONCRETE
<br />A. CLASSES OF CONCRETE
<br />ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS AS SPECIFIED: 4,000 LBS 28-DAY
<br />COMPRESSIVE STRENGTH, TYPE: NWT, 1" AGGREGATE SIZE.
<br />B. REINFORCING STEEL
<br />1. ALL REINFORCING STEEL SHALL BE ASTM A 615 GRADE 60 UNLESS NOTED OTHERWISE
<br />ON THE DRAWINGS OR IN THESE NOTES.
<br />2. SMOOTH WELDED WIRE REINFORCEMENT: ASTM A 185, YIELD STRENGTH 65,000 PSI.
<br />C. REINFORCING STEEL COVERAGE
<br />1. COVER IN STRUCTURAL MEMBERS NOT SPECIFIED IN THE DETAILS SHALL CONFORM TO
<br />THE REQUIREMENTS OF ACI 318 UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS.
<br />SUBMITTALS
<br />A. SUBMITTAL LIST AND SCHEDULE
<br />1. THE GENERAL CONTRACTOR SHALL PREPARE A DETAILED LIST AND SCHEDULE OF
<br />ALL SUBMITTAL ITEMS TO BE SENT TO THE STRUCTURAL ENGINEER PRIOR TO THE
<br />START OF CONSTRUCTION. THIS LIST SHALL BE UPDATED AND REVISED AND KEPT
<br />CURRENT AS THE JOB PROGRESSES. THE SUBMITTAL LIST SHALL BE ORGANIZED AS
<br />SHOWN BELOW:
<br />a. SHOP DRAWINGS
<br />b. DESIGN CALCULATIONS
<br />C. PRODUCT DATA, CERTIFICATES, REPORTS, AND OTHER LITERATURE
<br />B. SUBMITTALS TO BE PROVIDED TO STRUCTURAL ENGINEER
<br />1. STRUCTURAL SUBMITTALS: THE FOLLOWING SUBMITTALS SHALL BE PROVIDED:
<br />a. CONCRETE MIX DESIGNS
<br />b. REINFORCING STEEL
<br />2. DEFERRED SUBMITTALS:
<br />a. THE FOLLOWING ITEMS ARE CONSIDERED DEFERRED SUBMITTALS BY THE
<br />REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE:
<br />1) ITEMS ATTACHED TO THE STRUCTURAL FRAME FOR BUILDING
<br />CLADDING ATTACHMENT OR FOR ATTACHMENT OF OTHER ITEMS
<br />(REC)
<br />NOTES:
<br />(S&S) ITEMS MARKED THUS SHALL HAVE THE SHOP DRAWINGS AND DELEGATED
<br />DESIGN SUBMITTALS (INCLUDING CALCULATIONS) SEALED PER THE PROJECT
<br />SPECIFICATIONS BY AN ENGINEER REGISTERED INN THE STATE WHERE THE
<br />PROJECT IS LOCATED.
<br />(REC) ITEMS MARKED THUS SHALL BE SUBMITTED TO ENGINEER FOR RECORD ONLY
<br />AND WILL NOT HAVE THE ENGINEER'S SHOP DRAWING STAMP AFFIXED.
<br />3. SUBMITTAL REQUIREMENTS:
<br />a. ALL SHOP DRAWINGS MUST BE REVIEWED AND ELECTRONICALLY STAMPED
<br />BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL.
<br />b. CONTRACTOR SHALL PROVIDE THE SUBMITTAL IN ELECTRONIC POTABLE
<br />DOCUMENT FORMAT (PDF) PER THE SPECIFICATIONS.
<br />C. THE OMISSION FROM THE SHOP DRAWINGS OF ANY MATERIALS REQUIRED
<br />BY THE CONTRACT DOCUMENTS TO BE FURNISHED SHALL NOT RELIEVE THE
<br />CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING AND INSTALLING
<br />SUCH MATERIALS, REGARDLESS OF WHETHER THE SHOP DRAWINGS HAVE
<br />BEEN REVIEWED AND APPROVED.
<br />REPRODUCTION
<br />1. THE USE OF ELECTRONIC FILES OR REPRODUCING OF THESE CONTRACT
<br />DOCUMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR
<br />MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES THEIR
<br />ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES
<br />THEMSELVES TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY
<br />ERRORS THAT MAY OCCUR HEREON.
<br />MISCELLANEOUS
<br />A. CONTRACT DOCUMENTS
<br />1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL
<br />CONTRACT DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS TO ALL
<br />SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP
<br />DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBERS, AND ERECTION IN THE FIELD.
<br />2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE
<br />FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE
<br />METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT
<br />THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
<br />METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE.
<br />3. OPENINGS THROUGH FLOORS, ROOFS, AND WALLS FOR DUCTS, PIPING, AND/OR
<br />CONDUIT SHALL BE COORDINATED BY THE CONTRACTOR. CONTRACTOR SHALL VERIFY
<br />SIZES AND LOCATIONS OF HOLES AND OPENINGS WITH THE MECHANICAL, ELECTRICAL,
<br />PLUMBING, AND FIRE PROTECTION DRAWINGS AND THE RESPECTIVE SUBCONTRACTORS.
<br />4. REFER TO DRAWINGS OTHER THAN STRUCTURAL FOR COMPLETE INFORMATION
<br />INCLUDING: TYPES OF FLOOR SLAB FINISHES AND THEIR LOCATIONS, FLOOR SLAB
<br />DEPRESSIONS AND CURBS, OPENINGS IN STRUCTURAL WALLS, ROOFS AND FLOORS
<br />REQUIRED BY ARCHITECTURAL AND MEP FEATURES, STAIRS, RAMPS, ETC.
<br />5. WHERE MEMBER LOCATIONS ARE NOT SPECIFICALLY DIMENSIONED, MEMBERS ARE
<br />EITHER LOCATED ON COLUMNS LINES OR ARE EQUALLY SPACED BETWEEN LOCATED
<br />MEMBERS.
<br />6. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR SPECIFIED ON THE DRAWINGS OR
<br />IN THE SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS
<br />SHOWN OR SPECIFIED IN SIMILAR CONDITIONS
<br />B. DRAWING CONFLICTS
<br />1) THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL AND
<br />STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCY BETWEEN EACH
<br />SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT
<br />AND ENGINEER PRIOR TO THE FABRICATION AND INSTALLATION OF ANY
<br />STRUCTURAL MEMBERS.
<br />C. CONFLICTS IN STRUCTURAL REQUIREMENTS
<br />1) WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE
<br />STRUCTURAL CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL
<br />NOTES, AND SPECIFICATIONS, THE STRICTEST REQUIREMENTS, AS
<br />INDICATED BY THE ENGINEER, SHALL GOVERN.
<br />D. EXISTING CONDITIONS
<br />1) THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
<br />CONDITIONS OF THE EXISTING BUILDING AT THE JOB SITE AND REPORT ANY
<br />DISCREPANCIES FROM ASSUMED CONDITIONS SHOWN ON THE DRAWINGS
<br />TO THE ARCHITECT AND ENGINEER PRIOR TO THE FABRICATION AND
<br />ERECTION OF ANY MEMBERS.
<br />MISCELLANEOUS
<br />1) EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS WAS OBTAINED FROM
<br />EXISTING CONSTRUCTION DOCUMENTS AND LIMITED SITE OBSERVATION.
<br />THESE DRAWINGS OF EXISTING CONSTRUCTION ARE AVAILABLE FOR
<br />CONTRACTOR USE. HOWEVER, THE AVAILABLE DRAWINGS OF EXISTING
<br />CONSTRUCTION ARE NOT NECESSARILY COMPLETE. THE CONTRACTOR
<br />SHALL FIELD VERIFY ALL PERTINENT INFORMATION.
<br />2) DEMOLITION, CUTTING, DRILLING, ETC. OF EXISTING WORK SHALL BE
<br />PERFORMED WITH GREAT CARE SO AS NOT TO JEOPARDIZE THE
<br />STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. IF ANY
<br />ARCHITECTURAL, STRUCTURAL, OR MEP MEMBERS NOT DESIGNATED FOR
<br />REMOVAL INTERFERE WITH THE NEW WORK, THE ARCHITECT SHALL BE
<br />NOTIFIED IMMEDIATELY AND APPROVAL OBTAINED PRIOR TO REMOVAL OF
<br />THOSE MEMBERS.
<br />3) THE CONTRACTOR SHALL SAFELY SHORE EXISTING CONSTRUCTION WHEREVER
<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 />MATCHING CORNER 2
<br />4) THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO BARS AT PERIMETER 2'-6"
<br />THE START OF CONSTRUCTION AND TAKE CARE TO PROTECT EXISTING UTILITIES THAT ARE
<br />TO REMAIN IN SERVICE. CONTINUOUS TURNDOWN AROUND PERIMETER CONCRETE SLAB ON -GRADE
<br />REINFORCED WITH 8 - #8 BOTTOM REFER TO CIVIL PLAN
<br />5) THE CONTRACTOR SHALL REPAIR ALL DAMAGE CAUSED DURING CONSTRUCTION WITH AND #6@ 12" TRANSVERSE FOR TOP ELEVATION
<br />SIMILAR MATERIALS AND WORKMANSHIP TO RESTORE CONDITIONS TO LEVELS TOP REINFORCEMENT WITH
<br />ACCEPTABLE TO THE ARCHITECT.
<br />STANDARD HOOK AT END
<br />E. RESPONSIBILITY OF THE CONTRACTOR FOR CONSTRUCTION LOADS
<br />1) THE STRUCTURE HAS BEEN DESIGNED FOR THE LOADS IDENTIFIED WITHIN THESE%/\/ • .. • 2" TOP COVER
<br />STRUCTURAL DRAWINGS THAT ARE ANTICIPATED TO BE APPLIED TO THE FINAL STRUCTURE
<br />ONCE COMPLETED AND OCCUPIED. THE CONTRACTOR SHALL NOT OVERLOAD THE \ j\\"�\\//� • . j \ j�\/�\`�\ j\\/, \��\\�\\/\\\�%
<br />STRUCTURE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR /\\// \// //�\//\\// //\\//\\ \\ AD
<br />CHECKING THE ADEQUACY OF THE STRUCTURE TO SUPPORT ANY APPLIED CONSTRUCTION j\/ \\\
<br />LOADS, INCLUDING THOSE DUE TO CONSTRUCTION VEHICLES OR EQUIPMENT, MATERIAL\\/
<br />HANDLING OR STORAGE, SHORING OR RESHORING, OR ANY OTHER CONSTRUCTION \ \ \\//\\f\\\ /�`� �//�//.� /�X/�R
<br />ACTIVITY. THE CONTRACTOR SHALL SUBMIT CALCULATIONS SIGNED AND SEALED BY AN //� //�/ / \ DIRECTLY BELOW PAD
<br />ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED VERIFYING THE 1 8" STABILIZED SUBGRADE
<br />ADEQUACY OF THE STRUCTURE FOR ANY PROPOSED CONSTRUCTION LOADS THAT ARE IN LBR 40
<br />EXCESS OF THE STATED DESIGN LOADS. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE
<br />TO DESIGN OR CHECK THE STRUCTURE FOR LOADS APPLIED TO THE STRUCTURE FOR ANY CONSTRUCTION ACTIVITY. GENERATOR PAD TURNDOWN DETAIL
<br />N.T.S.
<br />F. CONTRACTOR SUBSTITUTIONS
<br />1) ANY MATERIALS OR PRODUCTS SUBMITTED FOR APPROVAL THAT ARE DIFFERENT
<br />FROM THE MATERIAL OR PRODUCTS SPECIFIED IN THE STRUCTURAL CONTRACT
<br />DOCUMENTS WILL BE APPROVED ONLY IF THE FOLLOWING CRITERIA ARE SATISFIED:
<br />a. A COST SAVINGS TO THE OWNER IS DOCUMENTED AND SUBMITTED WITH THE
<br />REQUEST.
<br />b. THE MATERIAL OR PRODUCT HAS BEEN APPROVED BY THE INTERNATIONAL CODE
<br />COUNCIL (ICC) AND THE ICC REPORT IS SUBMITTED WITH THE REQUEST.
<br />1. THE ICC ESR THAT IS SUBMITTED MUST REFERENCE THE BUILDING CODE
<br />UNDER WHICH THE PROJECT IS PERMITTED.
<br />2. ICC REPORTS THAT HAVE BEEN DISCONTINUED AT THE TIME OF PRODUCT
<br />INSTALLATION WILL NOT BE ACCEPTED.
<br />2) SUBMITTALS NOT SATISFYING THE ABOVE CRITERIA WILL NOT BE CONSIDERED.
<br />G MECHANICAL EQUIPMENT WEIGHTS
<br />DOWEL AND JOINT SPACING SCHEDULE
<br />SLAB
<br />DEPTH
<br />DOWEL
<br />SIZE
<br />DOWEL
<br />LENGTH
<br />DOWEL
<br />SPACING
<br />MAXIMUM
<br />JOINT
<br />SPACING
<br />5"
<br />3/4" DIA.
<br />16"
<br />12"
<br />13'-0"
<br />6"
<br />3/4" DIA.
<br />16"
<br />12"
<br />14'-6"
<br />7"
<br />1" DIA.
<br />18"
<br />12"
<br />16'-0"
<br />8"
<br />1" D IA.
<br />18"
<br />12"
<br />17'-6"
<br />1) THE GENERAL CONTRACTOR SHALL SUBMIT ACTUAL WEIGHTS OF EQUIPMENT TO BE
<br />USED IN THE PROJECT TO THE STRUCTURAL ENGINEER FOR VERIFICATION OF LOADS USED
<br />IN THE DESIGN AT LEAST THREE WEEKS PRIOR TO FABRICATION AND CONSTRUCTION OF WHERE JOINT FILLER IS SPECIFIED
<br />THE SUPPORTING STRUCTURE. PREPARE EDGE OF EACH SIDE OF
<br />JOINT WITH 1/8" RADIUS, SAWCUT
<br />H. THE STRUCTURAL ENGINEER'S ROLE DURING CONSTRUCTION JOINT, AND PROVIDE JOINT FILLER
<br />1) THE ENGINEER SHALL NOT HAVE CONTROL NOR CHARGE OF, AND SHALL NOT BE
<br />RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR
<br />PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE a , a ' ° -4 . • '
<br />WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY d
<br />OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM • • .. d .
<br />TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONSTRUCTION JOINT,
<br />REFER TO NOTE 4
<br />2) PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF WALTER P. MOORE
<br />AND ASSOCIATES IS SOLELY FOR THE PURPOSE OF BECOMING GENERALLY FAMILIAR WITH DOWELS, REFER TO
<br />THE PROGRESS AND QUALITY OF THE WORK COMPLETED AND DETERMINING, IN GENERAL, SCHEDULE AND
<br />IF THE WORK OBSERVED IS BEING PERFORMED IN A MANNER INDICATING THAT THE WORK, NOTES 5 AND 6
<br />WHEN FULLY COMPLETED, WILL BE IN ACCORDANCE WITH THE STRUCTURAL CONTRACT CONSTRUCTION JOINT
<br />DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE CONSTRUED AS
<br />EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK, BUT
<br />RATHER PERIODIC IN AN EFFORT TO KEEP THE OWNER REASONABLY INFORMED ABOUT
<br />THE PROGRESS AND QUALITY OF THE PORTION OF THE STRUCTURE COMPLETED.
<br />I. MAINTENANCE STATEMENT
<br />1) ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXTEND LIFESPAN AND TO
<br />ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED
<br />PROGRAM OF MAINTENANCE SHALL BE ESTABLISHED BY THE BUILDING OWNER. THIS
<br />143 CONTINUOUS EACH
<br />SIDE OF JOINT SUPPORTED
<br />INDEPENDENTLY FROM
<br />DOWEL BAR (TYP.)
<br />. ,.del..,• ,. ..:...
<br />• r d G
<br />EQUAL
<br />' P
<br />STOP ALTERNATE
<br />JOINT
<br />SAWCUT DEPTH = T/4 PROVIDE JOINT FILLER
<br />REFER TO SPECIFICATIONS ONLY IF SPECIFIED
<br />FOR ADDITIONAL JOINT
<br />REQUIREMENTS
<br />l a
<br />CONTRACTION (CONTROL) JOINT
<br />PROGRAM SHALL INCLUDE SUCH ITEMS SUCH AS BUT NOT LIMITED PAINTING TYPICAL CONSTRUCTION AND CONTROL JOINTS I N SLAB ON -GRADE.
<br />STRUCTURAL STEEL, PROTECTIVE COATING FOR CONCRETE, SEALANTS, CAULKEDD JOINTS,
<br />EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE, AND PRESSURE N.T.S.
<br />WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED TO A SALT ENVIRONMENT OR
<br />OTHER HARSH CHEMICALS.
<br />NOTES:
<br />1. REFER TO PLAN FOR SLAB THICKNESS (T) AND
<br />REINFORCEMENT.
<br />2. SLAB REINFORCEMENT SHALL BE CHAIRED BY
<br />SOIL SUPPORTED SLAB BOLSTERS.
<br />3. LONG STRIP CONSTRUCTION METHOD SHALL BE
<br />USED IN PLACING CONCRETE FOR ALL
<br />SLABS -ON -GRADE UNLESS NOTED OTHERWISE.
<br />REFER TO "TYPICAL LONG STRIP CONSTRUCTION
<br />SCHEMATIC JOINT LAYOUT" FOR COMPLETE
<br />PLACING SEQUENCE. AT CONTRACTOR'S OPTION,
<br />LARGER SLAB AREAS MAY BE POURED PROVIDED
<br />THE EARLY -ENTRY DRY -CUT METHOD OF
<br />INSTALLING CONTRACTION JOINTS IS USED.
<br />REFER TO THE SPECIFICATIONS.
<br />4. AT CONSTRUCTION JOINTS, BREAK BOND
<br />BETWEEN NEW AND PREVIOUSLY PLACED SLAB
<br />BY SPRAYING OR PAINTING EXPOSED SIDES OF
<br />JOINT WITH A CURING COMPOUND,
<br />BONDBREAKER, OR FORM OIL.
<br />5. DOWELS SHOULD BE SMOOTH, ALIGNED, AND
<br />SUPPORTED SO THEY WILL REMAIN PARALLEL IN
<br />BOTH THE HORIZONTAL AND VERTICAL PLANES.
<br />6. TO PREVENT A BOND BETWEEN THE DOWEL AND
<br />THE CONCRETE, LIGHTLY COAT THE EXPOSED
<br />END OF THE DOWELS WITH A PARAFFIN -BASED
<br />LUBRICANT, ASPHALT EMULSION, FORM OIL, OR
<br />GREASE IMMEDIATELY BEFORE PLACING
<br />CONCRETE ON THE SECOND SIDE OF THE JOINT.
<br />ALTERNATIVELY, USE A PLASTIC OR METAL
<br />SLEEVE SPECIFICALLY MANUFACTURED FOR
<br />THIS PURPOSE.
<br />7. AT CONTRACTION (CONTROL) JOINTS, MAKE SAW
<br />CUT AS SOON AS SLAB IS ABLE TO SUPPORT
<br />WEIGHT OF WORKERS AND SAWING EQUIPMENT
<br />WITHOUT DAMAGE TO FINISH SURFACE OF SLAB.
<br />REFER TO SPECIFICATIONS.
<br />8. PROVIDE CONTRACTION OR CONSTRUCTION
<br />JOINTS AT EVERY COLUMN LINE AND IN BETWEEN
<br />THE COLUMN LINES SUCH THAT THE JOINT
<br />SPACING DOES NOT EXCEED TABULATED
<br />DISTANCES.
<br />9. FOR SLAB THICKNESS IN BETWEEN TABULATED
<br />VALUES, USE DOWEL INFORMATION FOR
<br />THICKER SLAB. MAXIMUM JOINT SPACING SHALL
<br />BEINTERPOLATED.
<br />TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 553.79 AND CHAPTER 633, FLORIDA STATUTES.
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<br />ISSUE DATE: 10/19/2018
<br />PROJECT NUMBER: 2847
<br />REVISIONS:
<br />NO. DATE DESCRIPTION
<br />1
<br />02/19/19
<br />REVISED FOOTER DIM.
<br />STRUCTURAL PLAN &
<br />DETAILS
<br />© 2019 APG ENGINEERING
<br />
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