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LIST OF
<br />ABBREVIATIONS
<br />= CONTROL JOINT
<br />O.F.
<br />C.J.
<br />CL.
<br />= CLEAR
<br />REINF.
<br />COL.
<br />= COLUMN
<br />SECT.
<br />CONST.
<br />JTCONSTRUCTION JOINT STL.
<br />DET.
<br />= DETAIL
<br />TEMP.
<br />DWG.
<br />= DRAWING
<br />U.O.N.
<br />E.W.
<br />= EACH WAY
<br />WWF
<br />EL.
<br />= ELEVATION
<br />qp
<br />F.F.
<br />= FINISHED FLOOR
<br />!l
<br />O.C.
<br />=ON CENTER
<br />B.O.B.
<br />=OUTSIDE FACE
<br />= REINFORCING
<br />= SECTION
<br />= STEEL
<br />=TEMPERATURE
<br />= UNLESS OTHERWISE NOTED
<br />=WELDED WIRE FABRIC
<br />=CENTERLINE OF SYMETRY
<br />= BOTTOM OF BEAM
<br />All Materials, Workmanship, Design and Construction Shall Conform to the Drawings, Specifications
<br />FBC 2017, 6th Edition.
<br />DESIGN LOAD CRITERIA
<br />Roof Live Load_ 20psf
<br />Floor Live Load 125psf
<br />Roof Dead Load 15psf
<br />Corridor Live Load 125 psf
<br />Structural Drawings Shall be Used in Conjunction With Architectural Drawings For Bidding And Construction.
<br />Contractor Shall Verify Dimensions and Conditions For Compatibility and Shall Notify Architect of Any
<br />Discrepancies Prior to Construction
<br />Contractor Shall Verify All Existing Conditions Prior to Commencing Any Work And Determine The Location
<br />of All Adjacent Underground Utilities Prior to Commencing Excavation, and Notify Architect of Discrepancies
<br />and Conflicts.
<br />Contractor Shall Provide Temporary Bracing for the Structure and Structural Components Until All
<br />Final Connections Have Been Completed in Accordance With the Plans.
<br />Contractor Shall be Responsible for All Safety Precautions And The Methods, Techniques, Sequences or
<br />Procedures Required to do The Work.
<br />Shop Drawings For Structural Steel, Roof Structure And Floor Structure Shall Be
<br />Submitted to The Architect And/or Structural Engineer
<br />For Review Prior to Fabrication of Approval of These Items.
<br />All Shop Drawings Shall Also be Submitted to The Building Department.
<br />Shop Drawings Review: Dimensions and Quantities are Not Reviewed by The Engineer of Record, Therefore Must
<br />be Verified by The Contractor. Contractor Shall Review and Stamp Drawings Prior to Review by Engineer of
<br />Record. Submittals Shall Include a Reproducible And One Copy. Reproducible Will be Marked And Returned.
<br />Shop Drawings Submittals Processed by The Engineer Are Not Change Orders. The Purpose of Submittal by The
<br />Contractor is to Demonstrate Understanding of the Design Concept, The Materials Intended to be Furnished and
<br />Installed, and to Detail The Intended Fabrication And Installation Methods. If Deviations, Discrepancies, or
<br />Conflicts Between Shop Drawing Submittal And The Contract Drawings Are Discovered Either Prior to, or
<br />After Shop Drawing Submittal Are Processed by The Engineer, The Design Drawings And Specifications Shall
<br />Control And be Followed.
<br />GEOTECHNICAL
<br />Foundation Notes: The Structural Engineer And Architect Assume no Responsibility For Geotechnical.
<br />Allowable Soil Pressure And Pile Capacity Listed Below Are Assumed Design Values. Verification by a
<br />Qualified Soils Engineer is Strongly Recommended.
<br />Allowable Soil Pressure _
<br />Pile Compression Capacity
<br />Pile Lateral Capacity
<br />2,000 psf
<br />10 Tons
<br />2 Tons
<br />CONCRETE
<br />Concrete Shall be Mixed, Proportioned, Conveyed and Place in Accordance With ACI 318-14 Chapter 19. Concrete Shall
<br />Attain a 28 Day Strength of F'c = 3,000psi And Shall be Proportioned to Produce a Slump of 6" or Less
<br />Reinforcing Steel Shall Conform To ASTM 1615, Grade 60, Fy = 60,000psi.
<br />Welded Wire Fabric Shall Conform To ASTM A-185.
<br />Reinforcing Steel Shall be Detailed (Including Hooks and Bends) in Accordance With ACI 315-80 and 318-83, Lap
<br />All Continuous Reinforcement 48 Bar Diameters or 27" Minimum. Lop Adjacent Mats of Welded Wire Fabric A
<br />Minimum of 8" at Sides And Ends.
<br />Concrete Protection (Cover) For Reinforcing Steel Shall be as Follows:
<br />Footings And Other Unformed Surfaces, Earth Face
<br />All Other Surfaces —
<br />3"
<br />1— 1 /2"
<br />Epoxy —Grouted Items Specified on The Drawings Shall be Grouted With HS-200 Bond Epoxy by Bond —It
<br />Fastening Systems, Adhesives Technology Corporation or Equal. Install in Strict Accordance With Manufactures
<br />Recommendations.
<br />MASONRY
<br />Masonry Shall be Constructed of Grade N, Type II Units, Laid up in Running Bond. Mortar Shall be Type M or S
<br />And Shall Attain a Minimum Compressive Strength of 2,000psi at 28 Days. Strength Shall be Verified
<br />by Prism Testing. Masonry and walls adjacent to cathedral or vaulted ceilings must extend to the ceiling.
<br />Unless Otherwise Noted, Reinforce Walls With #5 Rebar at Each Corner And at 8 Feet Minimum Vertical Spacing.
<br />Rebor Shall Extend From Footing to Lintel And Hooked at Each End. Horizontal Reinforcement, Such as DuroWoll,
<br />Shall be Used at 16" Vertical Spacing.
<br />Fill All Cells Containing Reinforcement or Embedded Items With Concrete Grout. Provide Clean
<br />Out And Inspection Holes at Bottom of All Masonry Wall CMU Cells Containing Reinforcement.
<br />Roofing
<br />Roofing must be strong enough to stay intact in the estimated highest winds of the area by
<br />the manufacture's installation instructions and test data that proves the strength of the shingle.
<br />STEEL
<br />Structural Steel Design, Fabrication And Erection Shall be Based on The Latest Editions of The AISC
<br />Specifications and Codes:
<br />1. Specifications For Structural Steel Buildings — Allowable Stress Design
<br />2. Code of Standard Practice For Steel Buildings and Bridges, Amended.
<br />3. Specification For Structural Joints Using ASTM A325 or A490 Bolts.
<br />Structural Steel Including Plates And Rolled Shapes, Shall Conform to ASTM A50, Fy=50ksi. Steel Pipe
<br />Shall Conform to ASTM A53, Type E or S Grade B, Fy-35ksi. Structural Tubing Shall Conform to ASTM A500,
<br />Grade B, Fy=46ksi. Anchor Bolts and Connection Bolts Shall Conform to ASTM A307.
<br />All Welding Shall be in Conformance With ASIC and AWS Standards And Shall be Performed by WABO
<br />Certified Welders Using E70 Electrodes. Only Prequalified Welders (As Defined by AWS) Shall be Used.
<br />WOOD
<br />Dimensioned Lumber Shall be Dressed S4S And Shall Bear The Grade Stamp of the Suppliers Association.
<br />All Lumber Shall be Sound And Free From Warp.
<br />All Lumber Shall be Southern Pine Grade No. 2 or Better With The Following Minimum Properties (U.O.N.):
<br />Fb= 850psi
<br />Fv= 165psi
<br />GENERAL STRUCTURAL NOTES:
<br />WOOD CONTINUED
<br />Plywood Sheathing Shall be DFPA CD With Exterior Glue. All Roof Sheathing Shall be Installed With PlyClips
<br />Between Framing Members Spaced Greater Than 16"o.c.
<br />Install Bridging in All Floor And Roof Joists ® 8'— 0" o.c. Maximum. Install Blocking in All Wall Studs at
<br />Plywood Edges.
<br />All Nailing And Bolting Shall Comply With American Institute of Timber Construction Requirements.
<br />Provide a Single Plate at The Bottom And a Double Plate at The Top of All Bearing Stud Walls.
<br />Studs Shall be Doubled at All Angles And Around All Openings. Studs Shall be Tripled at All Comers.
<br />Install All Connectors And Ties as Per Manufacturer to Their Highest Capacity.
<br />If Wood Shows Evidence of Cracking From Fasteners, Pre Drill For Fasteners or Use Self —Tapping Fasteners
<br />PRE—ENGINEERED WOG,
<br />Codes And Standards:
<br />a. National Design Specification For Wood Construction Latest Edition.
<br />b. Design Specifications For Metal Plate Connection Wood Trusses, TPI-85, Published by The Truss
<br />Plate Institute.
<br />c. HIB — 01, Published by The Truss Plate Institute.
<br />d. All Requirements of Truss Plate Institute.
<br />Maximum Deflection:
<br />Live Load L/360
<br />Dead Load _ L/240
<br />Design Wood Trusses For The Loads Shall Meet Wind Loads Shown on The Drawings.
<br />Truss Erector is Responsible For The Temporary Bracing of The Trusses.
<br />Truss Manufacturer Shall Clearly Show The Size And Location of All Required Top And Bottom Chord Bracing.
<br />Truss Manufacturer Shall Provide All Connections, Hangers, Header, Beams, etc. in Order to Complete
<br />The Floor Framing as Shown on Drawings.
<br />Submittal: Detailed Shop Drawings Showing Layout, Bridging, Connection Details, And All Accessory Materials to
<br />to Safely Complete The Floor System. Provide Calculations and Drawings Signed And Sealed by a Licensed
<br />Florida Engineer Registered in The State of Florida.
<br />GLUE LAMINATED MEMBERS
<br />Shall be Fabricated in Conformance With FBC Standards. Each Member Shall Bear an AITC Identification Mark
<br />And Shall be Accompanied by an AITC Certificate of Conformance. All Simple Spans Beams Shall Be
<br />Douglas Fir Combinations 24F—V4, Fb=2,400 psi, Fv=165 psi.
<br />Laminated Veneer Lumber (LVL) Shall be Manufactured Under a Process Approved by The National
<br />Research Board. Each Piece Shall Bear A Stamp or Stomps Noting The Name And Plant Number of The
<br />Manufacturer, The Grade, The National Research Board Number, And The Quality Control Agency. All
<br />Laminated Veneer Lumber Shall be Manufactured in Accordance With NER-126 Using Douglas Fir Veneer
<br />Glued With a Waterproof Adhesive Meeting The Requirements of ASTM D2559 With All Grain Parallel
<br />With The Length of The Member.
<br />Fb=2,600 psi, E=1,800,000 psi Fv= 285 psi (For 1.8E Members)
<br />Fb=2,985 psi, E-2,000,000 psi, Fv=285 psi (For 1-3/4" Wide 2.0E Members)
<br />Fb-2,485 psi, E=2,000,000 psi, Fv=285 psi (For 3 1 /2" Wide 2.0E Members)
<br />Design Shown on Plans is Based on Lumber Manufactured by the Trus—Joist Corporation. Alternative
<br />Manufacturers May be Used Subject to Review And Approval by The Architect And/or Structural Engineer.
<br />Alternate Joist Hangers And Other Hardware May be Substituted For Items Shown Provided They Have
<br />I.C.B.O. Approval For Equal or Greater Load Capacities. All Joist Hangers And Other Hardware Shall
<br />be Compatible in Size and Loads With Members Provided.
<br />PARALLEL STRAND LUMBER (PSL) Shall be Manufactured Under a Process Approved by The National
<br />Research Board. Each Piece Shall Bear a Stamp or Stamps Noting The Name And Plant Number of The
<br />Manufacturer, The Grade, The National Research Board Number, And The Quality Control Agency. All
<br />Laminated Veneer Lumber Shall be Manufactured in Accordance With NER-126 Using Douglas Fir Veneer
<br />Glued With a Waterproof Adhesive Meeting The Requirements of ASTM D2559 With All Grain Parallel
<br />With The Length of The Member,
<br />Fb= 2,900 psi, E=2,000,000 psi, Fv=290 psi (For 2.0E Members
<br />Fb= 3,100 psi, E=2,100,000 psi, Fv=290 psi (For 2.1E Members
<br />Design Shown on Plans is Based on Lumber Manufactured by The Trus—Joist Corporation. Alternate
<br />Manufacturers May be used Subject to Review And Approval by The Architect And/or Structural Engineer.
<br />Alternate Joist Hangers And Other Hardware May be Substituted For Items Shown Provided They Have
<br />I.C.B.O. Approval For Equal or Greater Load Capacities. All Joist Hangers And Other Hardware Shall
<br />be Compatible in Size With Members Provided.
<br />PRE—ENGINEERED TRUSSES
<br />Pre —Fabricated Connector Plate Wood Roof Trusses Shall be Designed by the Manufacturer in Accordance
<br />With the Design Specification For Metal Plate Connected Wood Trusses, TPI-78, by The Truss Plate
<br />Institute for The Spans And Conditions Shown on The Plans.
<br />Wood Trusses Shall Utilize Approved Connector Plates, Submit Shop Drawings to The
<br />Architect And/or Structural Engineer For Review Prior to Fabrication, Submitted Documents Shall Bear The
<br />Stamp And Signature of a Registered Professional Engineer Registered in The State of Florida.
<br />Provide For Shapes, Bearing Points, Intersections, Hips, Volleys, etc. Shown on The Drawings. Exact Composition
<br />of Special Hip, Valley, And Intersection Areas (Use of Girder Trusses, Jack Trusses, Step —Down Trusses, etc.)
<br />Shall be Determined by The Manufacturer Unless Specifically Indicated on Plans. Provide All Truss to Truss
<br />And Truss to Girder Truss Connection Details And Required Connection Materials, Provide For All
<br />Temporary And Permanent Truss Bracing And Bridging.
<br />Exterior Plywood Sheathing Shall be Grade C—D, Exterior Glue or Structural II. Exterior Glue.
<br />Timber Connectors Indicated by Letters And Numbers Shall be Strong Tie by Simpson Company, as Specified
<br />in Their Catalog. Equivalent Devices by Other Manufacturers May be Substituted, Provided They
<br />Have I.C.B.O. Approval For Equal or Greater Load Capacities. Provide Number And Size of Fasteners as
<br />Specified by Manufacturer. Connectors Shall be Installed in Accordance With The Manufacturer's Recommendations.
<br />Bolts in Wood Members Shall Conform to ASTM A307. Provide Oversize Washers Under The Heads And Nuts of All
<br />Bolts And Lag Screws Bearing on Wood. Unless Noted Otherwise, All Nails Shall be Common, All Shims Shall be
<br />Seasoned And Dried And of The Some Grade (Minimum) as The Members Connected. All Joists Shall be Connected
<br />To Flush Beams With Joist Hangers, Unless Otherwise Noted.
<br />Wood Framing Notes: The Following Apply Unless Otherwise Noted on The Plans:
<br />All Wood Framing Details Not Shown Otherwise Shall be Constructed to The Minimum Standards of The 2017
<br />Florida Building Code. Minimum Nailing, Unless Otherwise Noted, Shall be Common. Coordinate The Size And
<br />Location of All Openings With Mechanical And Architectural Drawings. Provide Washers Under The Heads
<br />And Nuts of All Bolts And Lag Screws Bearing on Wood.
<br />Fc= 565 psi
<br />FOUNDATION IN51'ECTION
<br />E= 1,200,000 psi
<br />FRAMING INSPECTION
<br />A FOUNDATION 5URVEY SHALL BE PERFORMED AND
<br />NOTE:
<br />TO THE BEST OF 7HE ENGINEERS KNC)MEDGE s
<br />11 `% Maximum Moisture Content
<br />A COPY OF THE SURVEY 511ALL $E ON 171E 517E
<br />BELIEF, I TIE 5TRLK TURAL FLANS ! 51"ECIFICAI IONS
<br />All Wood in Contact With Concrete or Masonry Shall be Pressure Treated.
<br />'
<br />NOTE:
<br />ALL PLUMBING, ELCCTRICAL ML) MECHANICAL ROUGH-IN5
<br />FOR THE BUILDING INSPECIOR'S USE OR ALL
<br />COMPLY NTH THC PLORIDA BUILDING,, CODE,
<br />J
<br />Pressure Treated Lumber Shall be Impregnated With a CCA Salt Treatment in Accordance With F.S. TT—W-571
<br />ALL W'OR.K SHALL COMPLY WITH
<br />PREVALING COOLS, LOCAL
<br />ML✓.iT BE COMPLEI E, IN5PECTOD AND APPROVm tJC1'ORE
<br />RCOUE511NG THE FRAMING IN5PEC7ION. FTX: 2017. LTH
<br />PROPERTY MARKCRS SHALL BE EXPOSED AND A
<br />5TRLTC,HCD FROM MARKER TO MARKER lO
<br />FBC 2017, 6Th.LDITION, CATEGORY III
<br />And Bear The American Wood Preserves Institute Quality Mark LP-2.
<br />BUILDING t ALUMINUM.
<br />ELATION, CHAPTERS.
<br />5MING
<br />CHAFTVIZ 5. ENFY URE'C' WIND ZONE
<br />140 MPH WINDS.
<br />Wood Framing Notes Continued
<br />Wall Framing: All Studs Walls Shown And Not Otherwise Noted Shall be 2X4 Studs at 16"o.c. Two Studs
<br />Minimum Shall be Provided at The End of All Walls And at Each Side of All Openings, Solid Blocking
<br />For Wood Columns Shall be Provided Through Floors to Supports Below. Provide Solid Blocking Between
<br />Studs at Mid —Height of All Stud Walls Over 8 ft in Height.
<br />All Stud Walls Shall Have Their Lower Wood Plates Attached to Wood Framing Below With 16d Nails at
<br />12"o.c. Staggered or Bolted to Concrete With 1/4"X 3-1/4" Top Cons at 16"o.c. Unless Otherwise Noted.
<br />Members of Built —Up Posts Shall be Nailed to Each Other With 16d at 12"o.c. Staggered.
<br />Refer to The Plans And Shear Wall Schedule For Required Sheathing And Nailing. When Not Otherwise Noted,
<br />Provide Gypsum Wallboard on Interior Surfaces Nailed to Al Studs, Top And Bottom Plates, And Blocking
<br />With Nails at 7"o.c. Use 5d Cooler Nails For 1/2" GWB And 6D Cooler Nails For 5/8" GWB. Provide 1/2" Plywd
<br />Sheathing on Exterior Surfaces Nailed at All Panel Edges (Block Unsupported Edges), Top And Bottom Plates
<br />With 8d at 4"o.c., And to All Intermediate Studs And Blocking With 8d at 8"o.c. Allow 1/8" Spacing at All
<br />Panel Edges And Ends.
<br />Floor And Roof Framing: Provide Double Joist Under And Around All Openings in Floors or Roofs Unless Noted
<br />Otherwise. Provide Bridging a 8 ft o.c. And Solid Blocking at All Bearing Points.
<br />Toenail Joist to Supports With Two 16d Nails. Attach Timber Joist to Flush Headers or Beams With
<br />Metal Joist Hangers in Accordance with Schedule. Nail All Multi —Joist Beams Together With
<br />16d at 12"o.c. Staggered.
<br />Unless Noted Otherwise on The Plans, APA Rated Roof And Floor Sheathing Shall be Placed With
<br />Strength Axis Perpendicular to Supports And Nailed With 8d Nails at 6"o.c. to Framed Panel Edges
<br />And Over Stud Walls as Shown on Plans And at 12"o.c. to Intermediate Supports. Provide Approved
<br />Plywood Edge Clips Centered Between Joist/Trusses at Unblocked Roof Sheathing Edges. All Floor
<br />Sheathing Edges Shall Have Approved Tongue —And —Groove Joints or Shall be Supported With Solid
<br />Blocking. Allow 1/8" Spacing at All Panel Edges And Ends of All Roof And Floor Sheathing. Toenail
<br />Blocking to Supports With (2)-16d at Each End or at 12"o.c. Unless Otherwise Noted.
<br />1816.1 TERMITE PROTECTION— Termite protection shall be provided by registered termiticides. Including soil
<br />applied pesticides, baiting systems and pesticides applied to wook. or other approved methods of termite
<br />protection labeled for use as a preventative treatment to new construction. See Section 202. Registered
<br />termiticide. Upon completion of the application of the termite protective treatment, a Certificate of
<br />Compliance shall be issued to the building department by the licensed pest control company that contains
<br />the following statement: "The building has received a complete treatment for the preventin of subterranean
<br />termites. Treatment is in accordance with rules and laws established by the Florida Department of
<br />Agriculture and Consumer Services."
<br />1816.1.1 If soil treatment is used for subterranean termite prevention, the initial chamical soil
<br />treatment inside the foundation perimeter shall be done after all excavation, backfilling and
<br />compaction is compolete.
<br />1816.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial
<br />chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or
<br />formed.
<br />1816.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed
<br />out or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be
<br />created by using plastic or metal permanently placed forms of sufficient depth to eliminate any
<br />planned soil disturbance after initial chemical soil treatment.
<br />1816.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be
<br />protected with a miimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs
<br />before vapor retarder placemennt, retretment is required. Any work, including placement of reinforcing
<br />steel, done after chemical treatment until the concrete floor is poured shall be done in such manner
<br />as to avoid penetrating or disturbing treated soil.
<br />1816.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar
<br />accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil
<br />treatment, to enhance vertical penetration of the chemicals.
<br />1816.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall
<br />also be applied under all exterior concrete or grade within 1 foot (305mm) of the primary structure
<br />sidewalls. Also , a vertical chameical barrier shall be applied promptly after construction is completed,
<br />including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical
<br />vertical barrier is applied shall be promptly retreated.
<br />1816.1.7 If a registered termiticide formulated and registered as a bait system is used for
<br />subterranean termite prevention. Sections R320.1.1 through R320.0.6 do not apply; however, a signed
<br />contract assuring the installation, maintenance and monitoring of the baiting system for a minimum
<br />of 5 years from the issue of the Certificate of Occupancy shall be provided to the building official
<br />prior to the pouring of the slab, and the system must be installed prior to final building approval. If
<br />the baiting system directions for use require a monitoring phase prior to installation of the pesticide
<br />active ingredient, the installation of the monitoring phase components shall be deemed to constitute
<br />installation of the system.
<br />1816.1.8 If a registered termiticide formulated and registered as a wood treatment is used for
<br />subterranean termite prevention, Sections R320.1.1 through R320.1.6 do not apply. Application of the
<br />wood treatment termiticide shall be as required by label directions for use, and must be completed
<br />prior to final building approval.
<br />1816.2 PENETRATION:
<br />1816.2.1 Protective sleeves around metallic piping penetrating concrete slab —on —grade floors shall
<br />meet the following materials.
<br />1816.2.2 If Soil Treatment is Used for Subterranean Termite Protection, the Protective Sleeve Shall
<br />Meet the Following Minimum Requirements:
<br />1. The Sleeve Shall Hove a Nominal Thickness of 0.025 inch.
<br />2. The Sleeve Shall be Sized for the Pipe.
<br />3. The Sleeve Shall be Sealed Within the Slab Using a Noncorrosive Mechanical Clamping Device
<br />to Eliminate the Annular space Between the Pipe and Pipe Sleeve.
<br />^EKINEMNG
<br />_V11"'_W a2se
<br />STRLC7tW l BY:
<br />1+'ERI.ITA ENGINEERING
<br />RUSSELL FERLITA
<br />P.E./ 47075
<br />4221 N. Florida Ave.
<br />TAMPA, FIARIDA 33603
<br />PHONE (813) 234-5004
<br />ENGINEERING
<br />gner. o e:
<br />SIVI-LP
<br />)rawn By:
<br />scde:
<br />LP
<br />See Plan
<br />>ecked By.
<br />Project No.
<br />RAF
<br />ki
<br />My 18
<br />STRUCTURAL
<br />NOTES
<br />REVISION
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