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LIST OF
<br />ABBREVIATIONS:
<br />EA. WAY
<br />= EACH WAY
<br />REINF.
<br />= REINFORCING
<br />TYP.
<br />= TYPICAL
<br />STL.
<br />= STEEL
<br />EL.
<br />= ELEVATION
<br />U.O.N.
<br />= UNLESS OTHERWISE NOTED
<br />F.F.E.
<br />= FINISH FLOOR ELEVATION
<br />W.W.F.
<br />= WELDED WIRE FABRIC
<br />O.C.
<br />= ON CENTER
<br />A.F.F.
<br />= ABOVE FINISH FLOOR
<br />CONC.
<br />= CONCRETE
<br />COL.
<br />= COLUMN
<br />S.Y.P.
<br />= SOUTHERN YELLOW PINE
<br />P.T.
<br />= PRESSURE TREATED
<br />All Materials, Workmanship, Design and Construction Shall Conform to the Drawings, Specifications 2020
<br />FBC-RESIDENTIAL, 7th Edition.
<br />DESIGN LOAD CRITERIA:
<br />Roof Live Load______________
<br />-------------------------------------20 Psf
<br />Floor Live Loade___________
<br />--------------------------------
<br />Roof Dead Load_____________________
<br />--------40 Psf
<br />--------------------------15 Psf
<br />Floor Dead Load----------------------
<br />----------------------------25 Psf
<br />Structural Drawings Shall be Used in Conjunction With Architectural Drawings For Bidding And Construction. Contractor
<br />Shall Verify Dimensions and Conditions For Compatibility and Shall Notify Architect of Any Discrepancies Prior to
<br />Construction
<br />Contractor Shall Verify All Existing Conditions Prior to Commencing Any Work And Determine The Location of All
<br />Adjacent Underground Utilities Prior to Commencing Excavation, and Notify Architect of Discrepancies and Conflicts.
<br />Contractor Shall Provide Temporary Bracing for the Structure and Structural Components Until All Final Connections
<br />Hove Been Completed in Accordance With the Plans.
<br />Contractor Shall be Responsible for All Safety Precautions And The Methods, Techniques, Sequences or Procedures
<br />Required to do The Work.
<br />Shop Drawings For Structural Steel and Connector Plate Wood Roof Trusses And TJI Joist Shall Be Submitted to The
<br />Architect And/or Structural Engineer Signed and Sealed by Registered Engineer and/or Architect Registered in the
<br />State of Florida For Review Prior to Fabrication of Approved of These Items. All Shop Drawings Shall Also be
<br />Submitted to The Building Department.
<br />Shop Drawings Review: Dimensions and Quantities are Not Reviewed by The Engineer of Record, Therefore Must be
<br />Verified by The Contractor. Contractor Shall Review and Stamp Drawings Prior to Review by Engineer of Record.
<br />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 Conflicts
<br />Between Shop Drawing Submittal And The Contract Drawings Are Discovered Either Prior to, or After Shop Drawing
<br />Submittal Are Processed by The Engineer, The Design Drawings And Specifications Shall Control And be Followed.
<br />GEOTECHNICAL:
<br />Foundation Notes: The Structural Engineer And Architect Assume no Responsibility For The Foundation. Allowable Soil
<br />Pressure And Pile Capacity Listed Below Are Assumed Design Values. Verification by a Qualified Soils Engineer is
<br />Strongly Recommended.
<br />Allowable Soil Pressure _______________________________________ 2,000psf
<br />Pile Compression Capacity _________________________-____ 5 Tons
<br />Pile Lateral Capacity ___________________________________________ 2 Tons
<br />CONCRETE:
<br />Concrete Shall be Mixed, Proportioned, Conveyed and Place in Accordance With ACI 301. Concrete Shall Attain a 28
<br />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. Lap 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
<br />Items Specified on The Drawings Shall be
<br />Grouted With HS-200 Bond Epoxy by
<br />Bond -It Fastening
<br />Systems, Adhesives Technology Corporation or Equal. Install
<br />in Strict Accordance With Manufactures
<br />Recommendations.
<br />MASONRY:
<br />Masonry Shall
<br />be Constructed of Grade N, Type II Units, Laid
<br />up in Running Bond. Mortar Shall be
<br />Type M or S And
<br />Shall Attain a
<br />Minimum Compressive Strength of 2,000psi
<br />at 28 Days. Strength Shall be Verified
<br />by Prism Testing.
<br />Masonry and walls adjacent to cathedral or vaulted ceilings
<br />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 />Rebar Shall Extend From Footing to Lintel And Hooked at Each End. Horizontal Reinforcement, Such as DuroWall,
<br />Shall be Used at 16" Vertical Spacing.
<br />Fill All Cells Containing Reinforcement or Embedded Items With Concrete Grout. Provide Clean Out Holes at Bottom
<br />of All Cells Containing Reinforcement.
<br />Anchor Chimney at Each Floor And Roof, Unless Otherwise Specified. Anchorage Shall Consist of Two 1 /4"X2" Steel
<br />Straps Cast at Least 12" Into Each Face of The Chimney With a 180 Degree Bend and a 6" Extension Around The
<br />Vertical Reinforcing Bars in The Outer Face of The Chimney. Each Strap Shall be Fastened to The Joist or Blocking
<br />With a Minimum of 2 ea. 1 /2" Bolts.
<br />STEEL:
<br />Structural Steel Design, Fabrication And Erection Shall be Based on The Latest Editions of The AISC Specifications
<br />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 Shall Conform
<br />to ASTM A53, Type E or S Grade B, Fy=35ksi. Structural Tubing Shall Conform to ASTM A500, Grade B, Fy=46ksi.
<br />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 Certified
<br />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 Supplier's 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= 1,200psi Fv= 90psi
<br />Fc= 565 psi E= 1,600,000 psi
<br />11 % Maximum Moisture Content
<br />All Wood
<br />in Contact With
<br />Concrete
<br />or Masonry Shall be Pressure Treated.
<br />Pressure
<br />Treated Lumber
<br />Shall be
<br />Impregnated With a CCA Salt Treatment in Accordance With F.S. TT-W-571 And
<br />Bear The
<br />American Wood
<br />Preserves
<br />Institute Quality Mark LP-2.
<br />WOOD CONTINUED:
<br />Plywood Sheathing Shall be DFPA CD With Exterior Glue. All Roof Sheathing Shall be Installed With PlyClips Between
<br />Trusses.
<br />Install Bridging in All Floor And Roof Joists ® 8'- 0" o.c. Maximum. Install Blocking in All Wall Studs at Plywood
<br />Edges.
<br />All Nailing
<br />And Bolting
<br />Shall Comply With American Institute
<br />of Timber
<br />Construction Requirements.
<br />Provide a
<br />Single Plate
<br />at The Bottom And a Double Plate
<br />at The Top
<br />of All Bearing Stud Walls.
<br />Studs Shall be Doubled at All Angles And Around All Openings. Studs Shall be Tripled at All Corners.
<br />Install All Connectors And Ties Per Manufacturer to Their Highest Capacity. If Wood Shows Evidence of Cracking From
<br />Fasteners, Pre Drill For Fasteners or Use Self -Tapping Fasteners.
<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 in Their
<br />Catalog. Equivalent Devices by Other Manufacturers May be Substituted, Provided They Have I.C.B.O. Approval For
<br />Equal or Greater Load Capacities. Provide Number And Size of Fasteners as Specified by Manufacturer. Connectors
<br />Shall be Installed in Accordance With The Manufacturer's Recommendations. Bolts in Wood Members Shall Conform to
<br />ASTM A307. Provide Oversize Washers Under The Heads And Nuts of All Bolts And Lag Screws Bearing on Wood.
<br />Unless Noted Otherwise, All Nails Shall be Common, All Shims Shall be Seasoned And Dried And of The Same Grade
<br />(Minimum) as The Members Connected. All Joists Shall be Connected To Flush Beams With Joist Hangers, Unless
<br />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 FRC 2020
<br />Minimum Nailing, Unless Otherwise Noted, Shall be Common. Coordinate The Size And Location of All Openings With
<br />Mechanical And Architectural Drawings. Provide Washers Under The Heads And Nuts of All Bolts And Log Screws
<br />Bearing on Wood.
<br />Wall Framing: All Studs Walls Shown And Not Otherwise Noted Shall be 2X4 Studs at 16"o.c. Two Studs Minimum
<br />Shall be Provided at The End of All Walls And at Each Side of All Openings, Solid Blocking For Wood Columns Shall
<br />be Provided Through Floors to Supports Below. Provide Solid Blocking Between Studs at Mid -Height of All Stud Walls
<br />Over 8 ft in Height.
<br />All Stud Walls Shall Have Their Lower Wood Plates Attached to Wood Framing Below With 16d Nails at 12" o.c
<br />Staggered or Bolted to Concrete With 1 /4"X 3-1/4" Tap 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. Refer to The Plans And
<br />Shear Wall Schedule For Required Sheathing And Nailing. When Not Otherwise Noted, Provide Gypsum Wallboard on
<br />Interior Surfaces Nailed to Al Studs, Top And Bottom Plates, And Blocking.
<br />Sheathing on Exterior Surfaces Nailed at All Panel Edges (Block Unsupported Edges), Top And Bottom Plates With 8d
<br />at 4" o.c., And to All Intermediate Studs And Blocking With 8d at 8" o.c. Allow 1 /8" Spacing at All Panel Edges
<br />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 Metal Joist
<br />Hangers in Accordance with Schedule. Nail All Multi -Joist Beams Together With 16d at 12" o.c. Staggered.
<br />Unless Noted Otherwise on The Plans, APA Rated Roof And Floor Sheathing Shall be Placed With Strength Axis
<br />Perpendicular to Supports And Nailed With 8d Nails at 6"o.c. to Framed Panel Edges And Over Stud Walls as Shown
<br />on Plans And at 12"o.c. to Intermediate Supports. Provide Approved Plywood Edge Clips Centered Between
<br />Joist/Trusses at Unblocked Roof Sheathing Edges. All Floor Sheathing Edges Shall Have Approved Tongue -And -Groove
<br />Joints or Shall be Supported With Solid Blocking. Allow 1 /8" Spacing at All Panel Edges And Ends of All Roof And
<br />Floor Sheathing. Toenail Blocking to Supports With (2)-16d at Each End or at 12"o.c. Unless Otherwise Noted.
<br />Exterior Windows and Doors:
<br />The Buck -(the wood between the door jamb and the wall) is thinner than 1-1/2 inches, the jamb has to be
<br />anchored through the buck and into the wall. If the buck is 1-1/2 inches or thicker, the buck must be secured in
<br />a way that it becomes part of the home's superstructure. FRC R4410.2.3
<br />The mullions -(the strips between a series of windows) must be certified to withstand the area's high winds. Mullions
<br />and adjacent door assemblies are required to be tested or engineered to transfer 1.5 times the designed loads to
<br />the rough opening substrate. FRC R4410.2.3
<br />Windows and glass doors must meet the impact standards for the area, and just have labels attached listing
<br />manufacture, performance characteristics and certification that they have been tested. Labels must stay on until the
<br />final inspection. FRC R4410.2.3
<br />Note: All exterior windows and sliding doors are required to be tested in accordance with ANSI/AMMA/NWWDA
<br />102/152 standard and an AMMA or WDMA label identifying the manufacturer, performance characteristics and
<br />approved product testing entity. FRC R4410.2.3
<br />Bathtubs and Showers:
<br />Any glass panels within 36 inches of the standing surface of a tub, shower or spa must be safety glass.
<br />Roofing:
<br />Roofing must be strong enough to stay intact in the estimated highest winds of the area by the manufacture's
<br />installation instructions and test data that proves the strength of the shingle.
<br />EXTERIOR COVERING:
<br />R703.1 General.
<br />Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope
<br />shall include flashing as described in Section R703.4.
<br />R703.3 Nominal thickness and attachments.
<br />The nominal thickness and attachment of exterior wall coverings shall be in accordance with Table R703.3(1), the
<br />wall covering material requirements of this section, and the wall covering manufacturer's installation instructions.
<br />Cladding attachment over foam sheathing shall comply with the additional requirements and limitations of Sections
<br />R703.15 through R703.17. Nominal material thicknesses in Table R703.3(1) are based on a maximum stud spacing
<br />of 16 inches (406 mm) on center. Where specified by the siding manufacturer's instructions and supported by a
<br />test report or other documentation, attachment to studs with greater spacing is permitted. Fasteners for exterior
<br />wall coverings attached to wood framing shall be in accordance with Section R703.3.2 and Table R703.3(1). Exterior
<br />wall coverings shall be attached to cold -formed steel light frame construction in accordance with the cladding
<br />manufacturer's installation instructions, the requirements of Table R703.3(1) using screw fasteners substituted for the
<br />nails specified in accordance with Table R703.3(2), or an approved design.
<br />R703.2 Water -resistive barrier.
<br />One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other
<br />approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt
<br />shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm).
<br />Where joints occur, felt shall be lapped not less than 6 inches (152 mm). Other approved materials shall be
<br />installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt
<br />felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at
<br />penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as
<br />described in Section R703.1. The water resistive barrier is not required for detached accessory buildings.
<br />R E V I S 1 0 N S
<br />No
<br />DATE
<br />R703.4 Flashing.
<br />1
<br />0
<br />Approved metal
<br />flashing,
<br />vinyl
<br />flashing, self
<br />-adhered membranes and mechanically attached
<br />flexible flashing shall be
<br />applied shingle -fashion
<br />or in
<br />accordance
<br />with the manufacturer's instructions. Metal flashing
<br />shall be corrosion
<br />0
<br />resistant. Fluid -applied
<br />membranes used
<br />as flashing shall be applied in accordance
<br />with
<br />the manufacturer's
<br />instructions. All
<br />flashing
<br />shall
<br />be applied
<br />in a manner to prevent the entry of water
<br />into
<br />the wail cavity or
<br />penetration of water to
<br />the
<br />building structural
<br />framing components. Approved flashings
<br />shall
<br />be installed at the
<br />following locations:
<br />1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface
<br />of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage.
<br />Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings
<br />shall be installed in accordance with one or more of the following:
<br />1.1. The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the
<br />fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing
<br />instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door
<br />openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the
<br />exterior wall finish or to the water -resistive barrier for subsequent drainage. Openings using pan flashing shall
<br />incorporate flashing or protection at the head and sides.
<br />1.2. In accordance with the flashing design or method of a registered design professional.
<br />1.3. In accordance with other approved methods.
<br />1.4 In accordance with FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 or FMA/AAMA/WDMA
<br />400.
<br />2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips
<br />on both sides under stucco copings.
<br />3. Under and at the ends of masonry, wood or metal copings and sills.
<br />4. Continuously above all projecting wood trim.
<br />5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
<br />6. At wall and roof intersections.
<br />7. At built-in gutters.
<br />SIDING
<br />R703.10 Fiber cement siding.
<br />R703.10.1 Panel siding.
<br />Fiber -cement panels shall comply with
<br />the requirements of
<br />ASTM C1186, Type A, minimum
<br />Grade
<br />II or ISO 8336,
<br />Category A, minimum Class 2.
<br />Panels
<br />shall be installed with
<br />the long dimension either
<br />parallel or
<br />perpendicular to
<br />framing. Vertical and horizontal
<br />joints
<br />shall occur over framing
<br />members and shall be
<br />protected
<br />with caulking, or
<br />with battens or flashing, or be
<br />vertical
<br />or horizontal shiplap.,
<br />or otherwise designed to
<br />comply with
<br />Section R703.1.
<br />Panel siding shall be installed
<br />with fasteners in accordance
<br />with Table R703.3(1) or
<br />the approved
<br />manufacturer's
<br />instructions.
<br />R703.10.2 Lap siding.
<br />Fiber -cement lap siding having
<br />a maximum width of 12 inches (305 mm)
<br />shall
<br />comply with the requirements of
<br />ASTM C1186, Type A, minimum
<br />Grade II or ISO 8336, Category A, minimum
<br />Class
<br />2. Lap siding shall be lapped a
<br />minimum of 1 1 /4 inches (32
<br />mm)
<br />and lap siding not having tongue -and -groove
<br />end joints shall have the ends
<br />protected with caulking, covered
<br />with
<br />an H-section joint cover, located over a
<br />strip
<br />of flashing, or shall be designed
<br />to comply with Section R703.1.
<br />Lap
<br />siding courses shall be installed with the
<br />fastener
<br />heads exposed or concealed,
<br />in accordance with Table R703.3(1)
<br />or approved manufacturer's instructions.
<br />NOTES:
<br />SITE WIND SPEED: 138 MPH
<br />DESIGN WIND SPEED: 140 MPH
<br />1. Fasteners to Comply W/ 2020 FBC Requirements for 140 mph winds.
<br />2. Shaded area of Trusses demotes Roof Sheathing Diaphragm Fastener Requirement © Gable Ends.
<br />3. Refer to Gable end Section in Reference to Diaphragm
<br />4. All Connections From Ftg. to Lintel to be in Compliance with FBC Section 1609 Requirements
<br />5. Drawings Are Not to be Scaled
<br />6. Contractor is Responsible For any Discrepancies in Drawings
<br />7. If Lumber Shows Signs of Cracking When Nailing, Pre Drill For Nails or Use Self Tapping Fasteners.
<br />8. Contractor to Use The Greater of Loads of the Truss Manufacture's Calculations or the Loads on These
<br />Drawings
<br />Calculated by the Engineer.
<br />9. Structural Details and Plans Are For New Construction Only. These Plans Do Not Update Existing Conditions of The
<br />Existing Structure. Therefore Signing And Sealing of These Plans Are Restricted to New Construction.
<br />10. Importance Factor 1=1.0
<br />11. Wind Exposure B, Low Rise Buildings
<br />12. Internal Pressure Coefficient GCpi = t0.18
<br />13. Components & Cladding: Design With A Velocity Pressure qh based On Highest Wind Loads Cam?
<br />The Site
<br />P=q(GCp)-gi(GPi) (#/ft)
<br />14. PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF SHEATHING:
<br />For panels 16-24" wide, double plyclip the side adjacent to the full width of the panel, none required at
<br />ridge or
<br />hip.
<br />For panels 12-16" wide, lumber only blocking (2x4) flat wise or edgewise on the side adjacent to the
<br />full width
<br />panel. None is required at a ridge or hip.
<br />For panels 12 wide or less, lumber only blocking (2x4) flat wise or edgewise on both panel edges.
<br />"TABLE R301.2(2)
<br />COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD)
<br />(psf)a, b, c, d, e, f"
<br />EFFECTIVE
<br />ULTIMATE DESIGN WIND SPEED, VULT (mph)
<br />WIND AREA
<br />115
<br />120
<br />130
<br />140
<br />150
<br />160
<br />170
<br />180
<br />ZONE
<br />(ft2)
<br />Pos
<br />Neg
<br />Pas
<br />Neg
<br />Pas
<br />Neg
<br />Pas
<br />Neg
<br />Pas
<br />Neg
<br />Pas
<br />Neg
<br />Pas
<br />Neg
<br />Pas
<br />Neg
<br />4
<br />10
<br />14.3
<br />-15.5
<br />15.5
<br />-16.9
<br />18.2
<br />-19.8
<br />21.2
<br />-22.9
<br />24.3
<br />-26.3
<br />27.6
<br />-30.0
<br />31.2
<br />-33.8
<br />35.0
<br />-37.9
<br />4
<br />20
<br />13.6
<br />-14.8
<br />14.8
<br />-16.1
<br />17.4
<br />-19.0
<br />20.2
<br />-22.0
<br />23.2
<br />-25.2
<br />26.4
<br />-28.7
<br />29.8
<br />-32.4
<br />33.4
<br />-36.3
<br />4
<br />50
<br />12.8
<br />-14.0
<br />13.9
<br />-15.2
<br />16.3
<br />-17.9
<br />19.0
<br />-20.7
<br />21.8
<br />-23.8
<br />24.8
<br />-27.1
<br />27.9
<br />-30.6
<br />31.3
<br />-34.3
<br />4
<br />100
<br />12.1
<br />-13.3
<br />13.2
<br />-14.5
<br />15.5
<br />-17.1
<br />18.0
<br />-19.8
<br />20.6
<br />-22.7
<br />23.5
<br />-25.8
<br />26.5
<br />-29.2
<br />29.7
<br />32.7
<br />Walls
<br />4
<br />500
<br />10.6
<br />-11.9
<br />11.6
<br />-12.9
<br />13.6
<br />-15.1
<br />15.8
<br />-17.6
<br />18.1
<br />-20.2
<br />20.6
<br />-22.9
<br />23.3
<br />-25.9
<br />26.1
<br />-29.0
<br />5
<br />10
<br />14.3
<br />-19.1
<br />15.5
<br />-20.8
<br />18.2
<br />-24.4
<br />21.2
<br />-28.3
<br />24.3
<br />-32.5
<br />27.6
<br />-37.0
<br />.2
<br />-41.8
<br />35.0
<br />-46.8
<br />5
<br />20
<br />13.6
<br />-17.8
<br />14.8
<br />-19.4
<br />17.4
<br />-22.8
<br />20.2
<br />-26.4
<br />23.2
<br />-30.3
<br />26.4
<br />-34.5.8
<br />-38.9
<br />33.4
<br />-43.6
<br />5
<br />50
<br />12.8
<br />-16.1
<br />13.9
<br />-17.6
<br />16.3
<br />-20.6
<br />19.0
<br />-23.9
<br />21.8
<br />-27.5
<br />24.8
<br />-31.2.9
<br />F26.5
<br />-35.3
<br />31.3
<br />-39.5
<br />5
<br />100
<br />12.1
<br />-14.8
<br />13.2
<br />-16.1
<br />15.5-19.0
<br />18.0
<br />-22.0
<br />20.6
<br />-25.2
<br />23.5
<br />-28.7
<br />-32.4
<br />29.7
<br />-36.3
<br />5
<br />500
<br />10.6-11.9
<br />11.6-12.9
<br />13.6-15.1
<br />15.8
<br />-17.6
<br />18.1-20.2
<br />20.6-22.9.3
<br />-25.9
<br />26.1
<br />-29.0
<br />Adjustment Factor
<br />for Building Height and Exposure,
<br />MEAN ROOF
<br />height(feet)
<br />EXPOSURE
<br />B 11C
<br />D
<br />15 1
<br />0.82 111.21
<br />1 1.47
<br />NOTE: M WM. 14- hM b. °dpuhM far ~ a*- and
<br />• by by °,. ah.h maMldp tL
<br />Unit Conversions - 1.0 ft = 0.3048 m;
<br />1.0 sf = 0.0929 m2; 1.0 psf = 0.0479 kN/m2
<br />TABLE R301.2.1.3
<br />EQUIVALENT BASIC WIND SPEEDS
<br />V
<br />110
<br />115
<br />120
<br />130
<br />140
<br />150
<br />160
<br />170
<br />180
<br />190
<br />200
<br />ult.
<br />Vasil
<br />85
<br />89
<br />93
<br />101
<br />108
<br />116
<br />124
<br />132
<br />139
<br />147
<br />155
<br />1 mph = 0.447 m/s
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<br />1 TITLE SHEET
<br />STRUCTURAL
<br />NOTES
<br />I HEREBY CERTIFY THAT I
<br />HAVE REVIEWED THIS DESIGN
<br />AND FOUND IT TO BE IN
<br />COMPLIANCE VVM TEE. 7TH
<br />EDITION (2020) OF THE F.B.C.
<br />- THIS DRAWING IS VALID FOR
<br />12 MONTHS AFTER THE DATE TT
<br />IS SIGNED AND SEALED.
<br />`tt%11u a 111111
<br />°` °°o0
<br />o 4'�i
<br />° °
<br />° °
<br />°
<br />°
<br />°
<br />°
<br />o° STATE OF00
<br />o ��
<br />'This item has been digitally signed and
<br />sealed by ANDRES C. HENAO on the date
<br />adjacent to the seal. Printed copies of
<br />this document are not considered signed
<br />and sealed and the signature must be
<br />verified on any electronic copies'
<br />JOB No:
<br />HLH23-065
<br />DRAWN BY:
<br />ACH
<br />REVIEW BY:
<br />DATE:
<br />SCALE:
<br />SHEET NUMBER
<br />S100
<br />Lad- "I 'kI 1 11
<br />
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