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<br />Appliance Access
<br />M1305.1 Appliance access for inspection service, repair and replacement.
<br />Appliances shall be accessible for inspection, service, repair and replacement without removing permanent
<br />construction, other appliances, or any other piping or ducts not connected to the appliance being inspected,
<br />serviced, repaired or replaced. A level working space at least 30 inches deep and 30 inches wide (762 mm by
<br />762 mm) shall be provided in front of the control side to service an appliance. Installation of room heaters shall
<br />be permitted with at least an 18-inch 457 mm working space. A platform shall not be required for room
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<br />heaters.
<br />M 1305.1.1 Furnaces and air handlers.
<br />Furnaces and air handlers within compartments o lcoves shall have a minimum working space clearance of 4
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<br />Inches (102 mm) along the sides, back and top with a total width of the enclosing space being at least 12
<br />inches (305 mm) wider than the furnace or air handler. Furnaces having a firebox open to the atmosphere shall
<br />have at least a 6-inch (152 mm) working space along the front combustion chamber side. Combustion air
<br />openings at the rear or side of the compartmentshall com I with the requirements of Chapter 17.
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<br />Exception: This section shall not apply to replacement appliances Installed in existing compartments and
<br />alcoves where the working space clearances are in accordance with the equipment or appliance
<br />manufacturer's Installation instructions.
<br />M 1305.1.2 Appliances In rooms.
<br />Appliances installed in a compartment, basement or similar space all be accessed b an opening or
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<br />door and an unobstructed passageway measuring not less than 24 Inches (610 mm) wide and large enough to
<br />allow removal of the largest appliance in the space, provided there is a level service space of not less than 30
<br />Inches (762 mm) deep and the height of the appliance, but not less than 30 inches (762 mm), at the front or
<br />service side of the appliance with the door open.
<br />Pen.
<br />M 1305.1.3 Appliances in attics.
<br />Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large
<br />enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches
<br />(559 mm) wide and not more than 6 feet (1829 mm) long measured along the centerline of the passageway
<br />from the opening to the appliance. The passageway shall have continuous solid flooring In accordance with
<br />Chapter 5 not less than 24 inches 610 mm wide. A level services ace at least 30 inches 762 mm deep and
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<br />30 inches (762 mm) wide shall be present along all sides of the appliance where access is required. The clear
<br />access opening dimensions shall be a minimum of 20 inches by 30 Inches (508 mm by 762 mm), and large
<br />enough to allow removal of the largest appliance.
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<br />Exception: The passageway and level service space are not required where the appliance can be serviced and
<br />removed through the required opening.
<br />M1305.1.3.1 Electrical requirements.
<br />A luminaire controlled by a switch located at the required passageway opening and a receptacle outlet shall be
<br />Installed at or near the appliance location in accordance with Chapter 34.
<br />M1305.1.3.2 Air -handling units.
<br />Air -handling units shall be allowed in attics if the following conditions are met:
<br />1. The service panel of the equipment is located within 6 feet (1829 mm) of an attic access.
<br />2. A device is installed to alert the owner or shut the unit down when the condensation drain is not
<br />working properly.
<br />3. The attic access opening is of sufficient size to replace the air handler.
<br />4. A notice is posted on the electric service panel indicating to the homeowner that the air handler is
<br />located in the attic. Said notice shall be in all capitals, in 16 point type, with the fitle and first paragraph in bold:
<br />NOTICE TO HOMEOWNER
<br />A PART OF YOUR AIR CONDITIONING SYSTEM, THE AIR HANDLER, IS LOCATED IN THE ATTIC. FOR
<br />PROPER, EFFICIENT AND ECONOMIC OPERATION OF THE AIR CONDITIONING SYSTEM, YOU MUST
<br />ENSURE THAT REGULAR MAINTENANCE IS PERFORMED. YOUR AIR CONDITIONING SYSTEM IS
<br />EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING:
<br />1) A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION DRAIN IS NOT WORKING
<br />PROPERLY OR
<br />2) A DEVICE THAT WILL SHUT THE SYSTEM DOWN WHEN THE CONDENSATION DRAIN IS NOT
<br />WORKING.
<br />TO LIMIT POTENTIAL DAMAGE TO YOUR HOME, AND TO AVOID DISRUPTION OF SERVICE, IT IS
<br />RECOMMENDED THAT YOU ENSURE PROPER WORKING ORDER OF THESE DEVICES BEFORE EACH
<br />SEASON OF PEAK OPERATION.
<br />Plumbing Notes
<br />1. Provide plumbing fixtures, as selected by practical conet. complete with all trim traps, stop valves, supplies
<br />and escutcheons.
<br />2. All plumbing shall be is strict accordance with standard plumbing codes and local ordinances.
<br />3. Soil waste and vent piping shall be schedule 40 pvc.
<br />4. All water piping shall be Type "1" with 95-5 soldered joints or c.p.v.c.
<br />5. Copper piping underground and in contract with dissimilar metals shall be coated with tar enamel
<br />AWWA-C-203 or equal.
<br />6. Provide individual water stops at all water closets, lavatories and kitchen sink installations.
<br />7. Run all pipes concealed in wall, floors, above ceilings or below grade.
<br />8. Verify all rough in requirements with the fixtures that are selected.
<br />9. Coordinate all work with trades.
<br />10. Provide full size piping from hot water p&t valve to exterior.
<br />11. Water piping run through concrete or masonry shall be wrapped with 10-ml vinyl plumbing tape.
<br />12. Hot water piping shall be insulated In accordance with county wide energy code.
<br />13. gallon water heater (future). Unless noted otherwise.
<br />14. Tank type water closet volume 1.5 gallons.
<br />15. Water -flow rate. Shower heads 259 P. m. privatefacilities 2.2 b 9Pm.
<br />16. Plumbers must use a metal or plastic material to box out areas in concrete where drains are to be installed.
<br />17. Thermal expansion protection is required when the water service is equipped with a back flow prevention
<br />device.
<br />18. All back flow prevention devices are required to be tested and test results submitted to the building
<br />department before the certificate of occupancy is issued.
<br />19. Loop hot water piping for Instant hot water option.
<br />Protection Against Termites
<br />R318.1 Termite Protection. Termite protection shall be provided by registered termiticides, including soil applied
<br />pesticides, baiting systems, and pesticides applied to wood, or other approved methods of termite protection
<br />labeled for use as a preventative treatment to new construction. See Section 202, REGISTERED
<br />TERMITICIDE. Upon completion of the application of the termite
<br />Protective treatment a Certificate of
<br />Compliance shall be issued to the building department by the licensed pest control company that contains the
<br />following statement: "The building has received a complete treatment for the prevention of subterranean
<br />termites. Treatment is in accordance with rules and laws established by the
<br />Florida Department of Agriculture and Consumer Services " R319.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil treatment inside
<br />the foundation perimeter shall be done after all excavation, backfllling and compaction Is complete.
<br />R318.1.2 If soil treatment Is used for subterranean termite prevention, soil area disturbed after initial chemical
<br />soil treatment shall be retreated with a chemical soil treatment, Including spaces boxed or formed.
<br />R318.1.3 If soil treatmentis used for subterranean space In concrete floors box out or
<br />termite prevention, boxed t
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<br />formed for the subsequent installation of plumbing traps, drains or any other purpose shall be created by using
<br />plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after
<br />initial chemical soil treatment.
<br />R318.1.4 If soil treatment Is used for subterranean termite prevention, chemically treated soil shall be protected
<br />with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder
<br />placement, retreatment is required. Any work, including placement of reinforcing steel, done after chemical
<br />treatment until the concrete floor is poured, shall be done in such manner as to avoid penetrating or disturbing
<br />treated soil.
<br />R318.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated
<br />along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment to enhance
<br />vertical penetration of the chemicals.
<br />R318.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be
<br />applied under all exterior concrete or grade within 1 foot (305 mm) of the primary structure sidewalls. Also, a
<br />vertical chemical barrier shall be applied promptly after construction is completed, including initial landscaping
<br />and irrigation/sprinkler Installation. Any soil disturbed after the chemical vertical barrier is applied shall be
<br />promptly retreated.
<br />R318.1.7 If a registered termiticide formulated and registered as a bait system is used for subterranean termite
<br />prevention, Section R318.1.1 through Section R318.1.6 do not apply; however, a signed contract assuring the
<br />in&-ut;lation, maintenance and monitoring of the baiting system that is in compliance with the requirements of
<br />Chapter 482, Florida Statutes, shall be provided to the building official prior to the pouring of the slab, and the
<br />system must be installed prior to final building approval.
<br />If the baiting system directions for use require a monitoring phase prior to installation of the pesticide active
<br />ingredient, the Installation of the monitoring phase components shall be deemed to constitute installation of the
<br />system.
<br />R318.1.8 If a registered termiticide formulated and registered as a wood treatment Is used for subterranean
<br />termite prevention, Sections R318.1.1 through R318.1.6 do not Application of the wood treatment termiticide
<br />shall be as required by label directions for use, and must be completed prior to final building approval.
<br />R318.2 Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors shall not be of
<br />cellulose containing materials. If soil treatment is used for subterranean termite protection, the sleeve shall have
<br />a maximum wall thickness of 0.010 inch (0.25 mm), and be sealed within the
<br />slab using a non corrosive clamping device to eliminate the annular space between the pipe and the sleeve. No
<br />termiticides shall be applied Inside the sleeve.
<br />R318.3 Cleaning. Cells and cavities in masonry units and air gaps between brick, stone or masonry veneers
<br />and the structure shall be cleaned of all nonpreservative-treated or nonnaturally durable wood, or other
<br />cellulose-contalning material prior to concrete placement.
<br />Exception: Inorganic material manufactured for closing cells in foundation concrete masonry unit construction or
<br />clean earth fill placed in concrete masonry unit voids below slab level before termite treatment Is performed.
<br />R318.4 Concrete bearing ledge. Brick, stone or other veneer shall be supported by a concrete bearing ledge at
<br />least equal to the total thickness of the brick, stone or other veneer which is poured integrally with the concrete
<br />foundation. No supplemental concrete foundation pours which will create a hidden
<br />cold joint shall be used without supplemental treatment in the foundation unless there is an approved physical
<br />barrier. An approved physical barrier shall also be Installed from below the wall sill plate or first block course
<br />horizontally to embed In a mortar joint. If masonry veneer extends below grade, a
<br />termite protective treatment must be applied to the cavity created between the veneer and the foundation, In
<br />lieu of a physical barrier.
<br />Exception: Veneer supported by a structural member secured to the foundation sidewall in accordance with ACI
<br />530/ASCE 5/TMS 402, provided at least a 6 inch (152 mm) dear inspection space of the foundation sidewall
<br />exterior exists between the veneer and the top of any soil, sod, mulch or other organic landscaping component,
<br />deck, apron, porch, walk or any other work Immediately adjacent
<br />to or adjoining the structure.
<br />R318.5 Protection against decay and termites. Condensate lines, irrigation/sprinkler system risers for spray
<br />heads, and roof downspouts shall discharge at least 1 foot (305 mm) away from the structure sidewall, whether
<br />by underground piping, tail extensions or splash blocks. Gutters with downspouts
<br />are required on all buildings with inches 5 horizontal projection except for able
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<br />end rakes or on a roof above another roof.
<br />R318.6 Preparation of building site and removal of debris.
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<br />R318.6.1 All building sites shall be graded to provide drainage under all portlons of the building not occupied by
<br />basements.
<br />R318.6.2 The foundation and the area encompassed within 1 foot (305 mm) therein shall have all vegetation,
<br />stumps, dead roots, cardboard, trash and foreign material removed and the fill material shall be free of
<br />vegetation and foreign material. The fill shall be compacted to assure adequate support of the foundation.
<br />R318.6.3 After all work is completed, loose wood and completely removed from under the
<br />debris shall be co
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<br />buildingand within 1 foot 305 mm thereof. All wood f s shall be completely removed_ This
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<br />includes, but Is not limited to: wooden grade stakes, forms, contraction spacers, tub trap boxes, plumbing
<br />supports, bracing, shoring, forms or other cellulose -containing material placed in any location where such
<br />materials are not clearly visible and readily removable prior to completion of the
<br />work. Wood shall not be stored in contact with the ground under any building.
<br />R318.7 Inspection for termites. In order to provide for inspection for termite infestation, clearance between
<br />exterior wall coverings and final earth grade on the exterior of a building shall not be less than 6 inches (152
<br />mm).
<br />Exceptions:
<br />1. Paint or decorative cementitious finish less than 5/8 inch (17.1 mm) thick adhered directly to the
<br />masonry foundation sidewall.
<br />2. Access or vehicle ramps which rise to the interior finish floor elevation for the width of such ramps only.
<br />3. A 4-inch (102 mm) inspection space above patio and garage slabs and entry areas.
<br />Stair treads and risers
<br />Stair treads and risers shall meet the requirements of this section. For the purposes of this section all
<br />dimensions and dimensioned surfaces shall be exclusive of carpets, rugs or runners.
<br />R311.7.5.1 Risers. The maximum riser height shall be 73/4 inches (196 mm). The riser shall be measured
<br />vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall
<br />not exceed the smallest by more than 3/8 inch (9.5 mm). Risers shall be vertical or sloped from the underside
<br />of the nosing of the tread above at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers
<br />are permitted provided that the opening between treads does not permit the passage of a 4-inch-diameter (102
<br />mm) sphere.
<br />Exception: The opening between adjacent treads is not limited on stairs with a total rise of 30 inches (762 mm)
<br />or less.
<br />R311.7.5.2 Treads. The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measured
<br />horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the
<br />tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more
<br />than 3/8 inch (9.5 mm).
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<br />Masonry & Concrete
<br />1. All concrete shall have a minimum compressive strength of 3,000 psi at 28 days.
<br />2. U.N.O. All reinforcing steel to be new domestic deformed billet steel conforming to ASTM A-615 grade 40,
<br />CASTCRETE lintels & stemwall foundations require the use of grade 60 rebar.
<br />3. Welded wire fabric shall conform to A-185.
<br />4. Contractor shall verify locations of all openings, sleeves, anchor bolts, inserts, etc. as required by other trades before
<br />concrete Is placed. No sleeves, openings pr inserts may be placed In beams or slabs unless approved by the
<br />designer/engineer and shown on shop drawings.
<br />5. All reinforcingdetails to conform to "manual of standard practice for detailing e' to structures A p g reinforced concrete CI 315,
<br />unless detailed otherwise on structural drawings.
<br />6. Provide spacers, chairs. bolts, etc. as required to assemble, place and support all reinforcing In place.
<br />7. Provide corner bars for all footings.
<br />8. All footing dowel bars shall have a standard 90° bend and shall be embedded 5" into -inch footings and a minimum of
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<br />6 into all others. Dowel bars lap m o vertical wall reinforcement a minimum f 40 bar diameters.
<br />9. Steel reinforcement shall have a minimum yield strength of 40,000 psi in accordance with ASTM A-61.5.
<br />10. Concrete Masonry Units, if any, shall be hollow core / load bearing in accordance to astm C90 or C145, 1,900 psi
<br />minimum.
<br />11. Grout, if any, shall have 3/8" maximum aggregate, 8 to 11 inch slump 2,500 psi as per ASTM C476.
<br />12. Mortar, if any, shall be Type M or S In conformance ASTM C270.
<br />R609.3 Vertical reinforcement. Vertical reinforcement shall be provided In conformance With Sections R609.3.1 through
<br />R609.3.6.
<br />R609.3.1 One reinforcement bar shall be provided in each comer, Including interior corners and comers created by a
<br />change In wall direction or offsetting of walls.
<br />R609.3.2 Openings. A minimum of one bar of the size used for vertical wall reinforcement shall be provided one each
<br />side of openings wider than 6 feet (1829 mm). If more vertical reinforcement Is Interrupted by an opening than Is provided
<br />beside the opening (total in the first and second cells adjacent to the opening), one-half of the equivalent area of
<br />reinforcement Interrupted by the opening shall be placed on each side of the opening. This reinforcement shall be placed
<br />within the first and/or second cells beside the opening.
<br />R609.4 Masonry gables. Gable end walls of concrete or masonry shall be constructed full height to the roof line.
<br />Exception: Gable end trusses or wood framed gable end walls in conformance with Tables R609.4A and R609.46 and
<br />Figure R609.4. Wood gable stud wall connectors shall be capable of resisting the vertical and horizontal loads of Table
<br />R609AB as well as the uplift load stipulated at Figure R609.4. Where masonry gable end walls do not go to the roof, a
<br />bond beam complying with Section R609.2 shall be provided at the top of the masonry.
<br />R609.4.1 Rake beam. Where concrete or masonry is carried full height to the roof line, a cast -in -place rake beam as
<br />detailed In Figure R609.4.1 shall be provided. The minimum thickness of the rake beam from top of masonry shall be 4
<br />inches (102 mm). One No. 5 continuous reinforcing bar shall be placed in the rake beam along the roof line.
<br />R609.4.2 Vertical reinforcement. Vertical reinforcement shall be provided at the maximum spacing as set forth in Tables
<br />R609.3.3B-1 through R609.3.3B-4 as applicable.
<br />R609.4.3 Termination. Required vertical reinforcement shall terminate at the rake beam in accordance with Section
<br />R606.9.8.
<br />R609.4.4 Nailer A minimum 2 feet 4 inch nailer for connecting roof sheathing shall be bolted to the top of the wall with a
<br />minimum of 1/2 inch (12.7 mm) anchor bolts spaced as set forth in Table R609.4.4. The nailer shall be permitted to be
<br />bolted to the inside or outside of the wall.
<br />R609.4.5 Gable overhang. Gable overhangs up to 2 feet (610 mm) in width complying with Figure 609.4.5 shall be
<br />permitted.
<br />MASONRY CONSTRUCTION MATERIALS
<br />2103.1 Concrete masonry units. Concrete masonry units shall conform to the following standards: ASTM C 55 for
<br />concrete brick ; ASTM C73 for calcium silicate face brick; ASTM C 90 for load -bearing concrete masonry units or ASTM
<br />C 744 for prefaced concrete and calcium silicate masonry units.
<br />General Window & Door Notes
<br />1. Exterior front and back doors, windows, garage doors, cladding and components are submitted with the "Technical
<br />Manual" for installation and technical material specifications.
<br />2. Nail and glue bucks, the wood between the doorjamb and the wall.
<br />3. The mullions - strips between a series of windows - must be certified to withstand the designed wind capacity.
<br />4. Windows and glass doors must meet the impact standards. Window mfg. must have labels attached listing
<br />manufacturer, performance characteristics and certification that they have been tested. Labels must stay on until the final
<br />inspection. Or, if non -impact resistant glazing to be used: provide approved glazing protection over all non -impact
<br />resistant windows and glass doors. Woods structural panel with a minimum thickness of 7/16" and maximum span of 8
<br />feet 2438 mm shall be permitted for opening protection In one- and
<br />two-story buildings. Panel shall be recut and
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<br />attached to the framing surrounding the opening containing the product with the glazed opening. Panels shall be
<br />redrilled as required for the anchorage method and a secured ' shall b with the attachment hardware provided.
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<br />Attachments shall be designed to resist the component and cladding loads determined in accordance with either Table
<br />R301.2(2) or ASCE 7, with the permanent corrosion -resistant attachment hardware provided and anchors permanently
<br />installed on the building. Attachment in accordance with Table R301.2.1.2 is permitted for buildings with a mean roof
<br />height of 33 feet (10058 mm) or less where Vasd determined in accordance with Section R301.2.1.3 does not exceed
<br />130 miles per hours (58 m/s).
<br />Wood Notes
<br />1. All framing members bearing interior & exterior shall be wood members with properties equal to or better than those
<br />given by the Southern Pine Inspection bureau for surfaced dried Souther Pine no. 2 (minimum allowable bending stress
<br />-1290 psi for single members uses and 1400 psi for repetitive member uses.Modules of elasticity -1,600,000 psi).
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<br />2. All wood non bearing exterior and interior walls to be #2 spruce pine fur (fb 1,000 psi).
<br />3. All wood girders shall have a min. of (4) - 2"x4" studs placed directly under the girder and double plate.
<br />4. All lumber in contact with masonry or concrete shall be pressure treated.
<br />5. All roof rafters a prefabricated wood trusses securely f and shall be s c fastened to ' a n d heir supporting wall or beams with
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<br />hurricane clips or anchors as noted.
<br />6. Prefabricated wood trusses shall be designed in accord
<br />ance with the latest edition of he " SIGN
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<br />SPECIFICATION FOR STRESS -GRADE LUMBER" and it's fasteners as recommended by the national forest products
<br />association.
<br />7. Truss member and connections shall be proportioned (with a maximum allowable stress increase for load duration of
<br />25% to withstand the load given in note.
<br />8. Truss manufacturer shall submit shop drawings and design note with an engineers seal for approval. Design notes
<br />are to include the rated load capacity of the connectors used to secure the members, certification of the connector
<br />capacity's and manufacturers license to fabricate trusses utilizing the connectors system proposed.
<br />9. Bridging for pre-engineered truss shall be as required by truss manufacturer in addition to member show on drawings.
<br />10. Roof decks shall be 1/2" plywood or O.S.B. for fiberglass shingle roofs and 5/8" plywood for concrete or clay tile
<br />roofs. Use 8d nails with 4" spacing at all panel edges and 6" spacing intermediate supports. Provide plyclips at
<br />unsupported edges.
<br />11. All wood frame details shall be in accordance with "NATIONAL D SIGN SPECIFICATION FOR WOOD
<br />CONSTRUCTION" latest addition, national forest products assocla on, unless detailed otherwise on the structural
<br />drawings_
<br />12. Roof live load =20 sf. Roof dead load =20 sf 1
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<br />13. Gable endwalls adjacent to cathedral ceilings are required to be lcontinuous from floor to roof diaphragm. FBC 2007
<br />2304.3.4.2.
<br />14_ Attach plywood sheathing to supporting trusses or other framing with common nails for gable diaphrams only:(unless
<br />otherwise noted) 8d:
<br />a. 4" o.c. along edges of plywood panels.
<br />b. 6" o.c. along field of plywood panels.
<br />General Notes
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<br />1. General contractor will verify all dimensions shown or implied before starting any work.
<br />2. General contractor will comply with all building codes both state and local, and comply with all local authorities having
<br />jurisdiction.
<br />3. It is the contractors sole responsibility to determine erection procedure and sequence to Insure the safety of the
<br />building and component parts during erection this includes but is not limited to the addition whatever temporary bracing,
<br />guys, or tie downs that may be necessary. such material shall be removed and shall remain the property of the
<br />contractor after completion of the project.
<br />4. All dimensions and elevations shown on the structural drawings shall be verified and shall conform to the architectural
<br />drawings.
<br />5. Wall siding, Including brick facing, painted block or stucco, must end 6 inches above the ground to allow for future
<br />termite Inspections. the contractor can paint the bare band or apply a plaster -like finish less than 5/8" inch thick directly
<br />to the foundation wall.
<br />6. Pre -manufactured roof trusses to be designed in accordance with -
<br />g the latest ANSIlTPI 1 design requirements. The
<br />truss manufacturer is responsible to furnish all reaction loads for dead loads, live loads and wind loads. Manufacturer to
<br />submit truss layout and details signed by a Florida registered engineer.
<br />7. All exterior concrete block walls are designed as shear walls or shear wall segments with Dur-a-wall reinforcement
<br />every other block as per the requirements of the National Concrete Masonry Institute. If Dur-a-wall reinforcement Is not
<br />used for the entire building, length of actual shear wall will be designated on the plans. The above can be omitted when a
<br />#5 down bar Is Installed @ each side of an opening. All vertical #5 rebar installed @ ends of shear wall segments (SWS)
<br />may be lap spliced & shall be tied to, w/ standard hook, the horizontal rebar In the bond beam in the top course of the
<br />wall & footing below.
<br />8. All openings greater than 5 feet to have (1)-#5 bar on each side of opening and filled with grout. openings greater than
<br />12 feet to have (2)-#5 bars on each side of opening.
<br />9. Contractor to verify all dimensions and conditions in the field.
<br />10. Any changes to sealed drawings must be approved by the professional engineer of record.
<br />Emergency Escape and Rescue Required.
<br />Basements, habitable attics and every sleeping room shall have at least one operable emergency escape and rescue
<br />opening. Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be
<br />required in each sleeping room. Where emergency escape and rescue openings are provided they shall have a sill height
<br />of not more than 44 inches 1118 mm measured from the ( ) finished floor to the bottom of the clear opening above the .
<br />floor. Where a door opening having a threshold below the adjacent ground elevation serves as an emergency escape
<br />and rescue opening and Is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with Section
<br />R310.3. The net clear opening dimensions required by this section shall be obtained by the normal operation of the
<br />emergency escape and rescue opening from the inside. Emergency escape and rescue openings with a finished sill
<br />height below the adjacent ground elevation shall be provided with a window well in accordance with Section R310.2.
<br />Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public
<br />way.
<br />R310.1.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear opening
<br />of 5.7 square feet (0.530 m2).
<br />Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet (0.465 m2).
<br />R310.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches (610 mm).
<br />R310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches (508 mm).
<br />R310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from the inside of the
<br />room
<br />Means of Egress
<br />R311.1 Means of egress. All dwellings shall be provided with a means of egress as provided in this section.
<br />The means of egress shall provide a continuous and unobstructed path of vertical and horizontal egress travel
<br />from all portions of the dwelling to the exterior of the dwelling at the required egress door without requiring
<br />travel through a garage.
<br />R311.2 Egress door. At least one egress door shall be provided for each dwelling unit. The egress door shall
<br />be sidehinged, and shall provide a minimum clear width of 32 Inches (813 mm) when measured between the
<br />face of the door and the stop, with the door open 90 degrees (1.57 rad). The minimum clear height of the door
<br />opening shall not be less than 78 inches (1981 mm) in height measured from the top of the threshold to the
<br />bottom of the stop. Other doors shall not be required to comply with these minimum dimensions. Egress doors
<br />shall be readily openable from inside the dwellgwiptah}pI.Ofe{c pahkp
<br />r j}M, 1!I.� pgvledge or effort.
<br />1'�<L.`T\II.i`,(I ( ( I?,, `, k i.(ll ih.1 [ :!1.[%l ; i
<br />Framing Inspection
<br />XD
<br />1.) All Plumbing, Electrical, and Mechanical roLgrm r t,U,4 Iilgfe� O" �ci 1 pproved
<br />1,
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<br />before requesting the framing inspection. ( -,l \' {I �;.1,, ..�.i.� 1-,`'�),\�-I •
<br />Foundation Inspection
<br />1.) A foundation survey shall be performed and a copy of the survey shall be on site for the building
<br />inspector's use. or all property markers shall be exposed and a string stretched from marker to marker
<br />to verify required setbacks. PH ,: C
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<br />PLANS
<br />313 t!q Pam -EXAMINER_ ()._
<br />67 a.
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<br />�PR PROVED) PR T � 0 0 UC S LIST
<br />STRUCTURAL DESIGN CRITERIA
<br />ULTIMATE WIND SPEED (Vult) =140 MPH
<br />NOMINAL WIND SPEED (Valt) = 108 MPH
<br />AS PER R301.2(4) HURRICANE MAP
<br />INTERNAL PRESSURE COEFFICIENT = t0.18
<br />COMPONENTS AND CLADDING: REFER TO SHEET A1.2 FOR DESIGN WIND PRESSURES
<br />IN TERMS OF PSF (KN/M2)
<br />RISK CATEGORY: II
<br />WIND EXPOSURE "B"
<br />USE OF BUILDING/SITE: IIIB
<br />CODES & REFERENCES
<br />FLORIDA BUILDING CODE 5th EDITION 2014, BUILDING/RESIDENTIAL
<br />AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318)
<br />AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (ACI-530/ASCE-5/TMS
<br />402 AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530 VASCE 6/TMS 602)
<br />AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS
<br />AND OTHER STRUCTURES (ASCE-7)
<br />SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINGS LATEST EDITION
<br />DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE
<br />TRUSS PLATE INSTITUTE (TPI) LATEST EDITION
<br />NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION
<br />AMERICAN PLYWOOD ASSOCIATION DESIGN / CONSTRUCTION GUIDE. (APA) LATEST
<br />EDITION
<br />ARCHITECTURAL LEGEND
<br />I
<br />!k
<br />
<br />, I
<br />SECTION NO./ SHEET NO.
<br />T.G.C. or G.C. THE GENERAL CONTRACTOR
<br />OIl4OA
<br />ELEVATION NO./ SHEET NO.
<br />EXIST. or EX. EXISTING
<br />0�D
<br />DETAIL NO./ SHEET NO.
<br />S.W.S. SHEAR -WALL SEGMENT
<br />AREVISION
<br />NO.
<br />U.N.O. UNLESS NOTED OTHERWISE
<br />0
<br />PRE-CAST/STRESSED LINTELS
<br />N.T.S. NOT TO SCALE
<br />KEYED NOTES
<br />DESIGNER'S NOTES
<br />1. ISSUANCE F PLANS FROM THIS DESIGNERS
<br />O H S DESIG ER OFFICE SHALL NOT RELIEVE THE
<br />BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND
<br />ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY
<br />CONSTRUCTION.
<br />2.) ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO
<br />APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE
<br />DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY
<br />CONSTRUCTION.
<br />3.) ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS
<br />THAT ARE MADE AFTER THE FINAL P V PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT
<br />TO ADDITIONAL FEES.
<br />4) IF.ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER
<br />THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE.
<br />5.) THIRD PARTY SERVICES: HARTWELL DESIGN GROUP, INC. WILL NOT BE RESPONSIBLE FOR
<br />ANY ENGINEERING,INTER( I N SURVEY,
<br />OR DESIGN, , SU ,ESTIMATING OR ANY OTHER THIRD PARTY
<br />SERVICE ERRORS.
<br />.�.,
<br />TYPICAL NAILING SCHEDULE
<br />NAIL,
<br />SH ATHIN � G
<br />ROOF
<br />d
<br />OMMO 7 1
<br />- A8 C N/ 6 5/8 NO INALWALL
<br />8d
<br />COMMON 7/16"--► 5/8" N MINALFLOOR
<br />MM
<br />10d
<br />COMMON 3/4"T.G.
<br />ALL SHEATHING APA APPROVED CDX, OSB, UNLESS NOTED OTHERWISE
<br />I . .. - - - - ---
<br />Foundation Notes
<br />Verify location of building at site using owners approved plot plan and adjust concrete footing, slab,
<br />landing, and steps, as grade requires. If conflicts between existing site conditions and approved plot
<br />plan arise contact T.G.C.
<br />1. Prepare soil to receive 4" concrete slab min. w/ compressive strength of 3,000 p.s.i. @ 28 days w/
<br />6x6 W1.4XW1.4 w.w.m. on chairs in the top 1-1 /2" of slab orfibermesh reinforced conc. on vapor
<br />barrier, on clean, well compacted fill treated for termites. If fibermesh is used cut I" joint every 15'-0"
<br />each way.
<br />2. All footings to be 18" wide x 10" deep w/ (2) #5 rebar continuous (unless noted otherwise).
<br />3. All thickened slabs (bell footing) to be 18" wide x 16" deep w/ (2) # 5 rebar continuous (place uplift
<br />strapping or anchors as may be required per code) unless noted otherwise.
<br />4. All column pad to be a minimum 24" x 24" x 12" w/ #5 rebars @ 6" c.c. each way (unless noted
<br />otherwise).
<br />5. All thickened edge slabs to be 12" x 12" w/ (1) #5 rebar (unless noted otherwise).
<br />6. Thickened slab at floor elevation change is to be 8" deep x 16" wide w/ (2) #5 rebar continuous
<br />(unless noted otherwise).
<br />7. Fill core with concrete and place (1) #5 rebar vertical from footing to tie -beam.
<br />8. Pitch slab at grade at 1" in 10' typical (in direction of arrow). unless noted otherwise
<br />9. Recess floor slab 3/4" at all sliding glass doors and extend slab 1 1/2" past block face. unless
<br />noted otherwise
<br />10. Extend slab edge at exterior doors 1 1/2" past block face. unless noted otherwise
<br />11. Sunken shower to be 4" concrete recessed slab (min. u.n.o.) w/ 6x6 #10 w.w.m. (or fiber mesh).
<br />12. Air conditioner compressor pad by mechanical contractor to be placed 8" from wall, typical.
<br />13. All stone or brick veneer footings to be 22" wide x 10" deep w/ (3) #5 rebars (min.) continuous
<br />(unless noted otherwise).
<br />14. all footingfor 2 story to be 24" wide x 12" deep w/ 3 #5 rebar continuous. min.
<br />Y P O
<br />15. All thickened slab (bell footing) w/ two stories bearing to be 24" wide x 16" deep w/ (3) #5 rebars
<br />(place uplift strapping or anchors as may be required per code).
<br />16. Thickened slab (bell footing) where at bearing wall occurs at change in floor elevation shall be a
<br />min. 16" deep x 16" wide continuous.
<br />17. Soil noted as compacted is 95% modified proctor, ASTM D1557.
<br />18. The outer foundation bars shall be continuous around comers by bending the bar. In both cases
<br />the minimum bar lap shall be 40 bar diameter likewise, the bond beam reinforcement shall be
<br />continuous around all comers.
<br />19. Provide 4" x 4" clean out for all concrete filled cells. at the base of wall.
<br />Product Category
<br />Sub Category
<br />Manufacturer
<br />Product
<br />State of Florida
<br />xpira ioh
<br />A roval Number
<br />Exterior Doors
<br />Swinging Exterior Door Assemblies
<br />Therma-tru Corporation
<br />FL14991-Rl(FL14991.1)
<br />PO3,131/2016
<br />Swinging Exterior Door Assemblies
<br />Plastpro Inc. / Nanya Plastics Corp.
<br />FL15180-Rl (FL15180.11,FL15180.16)
<br />12/31/2018
<br />Sectional Exterior Door Assemblies
<br />Amarr Garage Doors
<br />FL7152-R6 (FL7152.1)
<br />01/01/2099
<br />Windows
<br />Single Hung
<br />Custom Windows Systems, Inc.
<br />FL163-R7 (FL163.1)
<br />02/23/2025
<br />Fixed Glass
<br />Custom Windows Systems, Inc.
<br />FL7852-R4 (FL7852.1)
<br />07121/2020
<br />Horizontal Slider
<br />Custom Windows Systems, Inc.
<br />FL7013-R4 (FL7013.1)
<br />07/21/2020
<br />Roofing
<br />Asphalt Shingles
<br />Atlas Roofing Corporation
<br />FL16305-R3 (FL16 .1)
<br />Underlayments
<br />Atlas Roofing Corporation
<br />FL16226-R2 (FL16226.1)
<br />12/31/2020
<br />Roofing Accessories that are an
<br />Lomanco, Inc.
<br />750 Roof Louver
<br />FL3792-R7 (FL3792.3)
<br />08/16/2016
<br />Integral Part of the Roofing System
<br />Panel Walls
<br />Soffits
<br />Norandex Building Materials Distribution
<br />FL12505-R3 (FL12 55.1)
<br />1 1 015
<br />Siding
<br />KAYCAN LTD.
<br />FL16299-R2 (FL16299.1)
<br />12/31/2016
<br />Siding
<br />James Hardie Building Products, Inc.
<br />FL13192-R3 (FL13192.2, FL13192.4)
<br />01/01/2016
<br />Shutters
<br />Storm Panels
<br />Town and Country Industries
<br />I.
<br />- FL1139 - 1 .')-
<br />Structural Components
<br />Wood Connector Anchors
<br />Simpson Stong-Tie Co.
<br />. FL10456-R3
<br />12/31/2015
<br />FL10655-R3
<br />12/31/2015
<br />FL10655-R3
<br />12131 /2015
<br />FL10852-R3
<br />12/31/2015
<br />FL10849-R3
<br />12/31/2015
<br />FL10860-R3
<br />12/31/2015
<br />FL11473-R3
<br />12/31/2015
<br />FL11496-R3
<br />12/31/2015
<br />Products Introduced as a Result of
<br />Quality Precast or Commercial Concrete
<br />FL1774-R4 (FL1774.1)
<br />05/24/2024
<br />New Technology
<br />Products
<br />DATE: �
<br />09/14/2015
<br />JOB NO:
<br />HA9139
<br />DESIGN BY:
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<br />DRAWN BY:
<br />JRH
<br />CHECKED BY:
<br />GC
<br />PROJECT:
<br />3615-HA9139
<br />CHECKED BY:
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<br />ENGINEER'S SEAL
<br />I HEREBY CERTIFY THAT THIS PLAN &
<br />SPECIFICATIONS WERE PREPARED/REVIEWED
<br />BY ME OR UNDER MY DIRECT SUPE
<br />RVISION
<br />AND COMPLIES WITH THE FLORIDA BUILDING
<br />CODE 5th 2 EDITION 14 0
<br />RESIDENTIAL/BUILDING. ALL SIGNED/SEALED
<br />DRAWINGS PRESENT IN THIS PLAN ARE FOR
<br />STRUCTURAL. DESIGN ONLY AND ARE VALID
<br />FOR 12 MONTHS FROM THE SIGNED DATE,
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<br />Florida PE No. 47744
<br />2911 Folklore Dr. -- Valrico, FL 33596
<br />(813)657-8865
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