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<br />ELECTRIC TANKLESS
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<br />20 "x 16 " CONTINUOUS CONCRETE FOOTING
<br />w/(3) REBAR ON GHAiRS e -4'-0" O.C_
<br />SLOPS TO DRAIN
<br />3 -1/2" CONCRETE w/ro "X "X
<br />10/10 UJ_l,U_ 1„IESH RE iNFORCING
<br />RECQUIRED T-�IROUGHOUT THE
<br />CONCRETE SL,45 OR S�'NTHETiC �
<br />F 15ER RE iNFORCEI„iENTLLI
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<br />81-0" O.C_ t-IAX_ (STE1�I WALL) 0
<br />(BELOW FiNi5HED FLOOR) LH �
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<br />SECTION R3ls
<br />PROTECTION AGANST TERMITES
<br />R318.1 Termite Protection. Termite protection shall lea provided by regtetered termkicides, including Boil applied
<br />pesltetdes, baiting systems, and peeitctd� applied to wood, or other approval methods of termite protection
<br />202, TE
<br />labeled for use as a preventetive treatment to new construction. See Section RECsI8TER8D ITIGIDE
<br />Certifleate Compllannce be
<br />�or complatton of tin application of the termite protective Vestment, a of shell
<br />Issued to the butldtrg department by the Ilcersed past control company that cont.aIne the followtrg statement:
<br />The buildinng has rneeived a complete Vestment for the prevention of subterranean lermltea. Treatment Is In
<br />accordance with rules and laws eetabifahed by the Florida Department. of Agriculture and Corneuner Services
<br />R318.1.1 If soil treatment Is used for subterranean termite prevention, the Initial dm.Ical soil treatment Inside the
<br />foundation perimeter shell be dorm after all excavation, backfilling and compaction Is Complete.
<br />R318.12 If soil treatment to Lead for subterranean to. its prevention, soil area disturbed after Initial chemical soil
<br />treatment shell be retreated with a chemical soil treatment, Including spaces boxed or formed.
<br />R31813 If soil treatment Is used for subterranean termite prevention, space in concrete floors boxed out or
<br />drains be by
<br />Formed for the subsequent Installation of plumbing traps, or any other purpose shall created using
<br />depth disturbance
<br />plastic or metal permanently placed forms of sufficient to eliminate any planned soil after
<br />Initial chemical soil treatment.
<br />R31814 If soil treatment is used for subterranean termite prevention, chemtealig treated soil shall be otected with
<br />a minimum 6 mil vapor retarder to protect, against rainfall dilution. If rainfall occurs before vapor retarder
<br />placement, retneatment is required. Any work, including placement of reinforcing steel, one after chemical
<br />treatment until the concrete floor is poured, shell be done M such marrer as to avoid penetrating or disturbing
<br />treated soil.
<br />R3151.5 IF aoil 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 anharce
<br />vertical penetration of the chemicals.
<br />R31816 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be
<br />applied under all exterior concrete or grade within I foot (305 mm) of the primary structure sidewalls. Also, a
<br />vertical chemical barrier shall be applied promptly after c" ictton k completed, Including Initial landscaping
<br />and trrigatlon/GprInkler installation. Any soli disturbed after the chemical vertical barrier Is applied shall be
<br />promptly retreated.
<br />R31811 If a registered termlticide formulated and registered as a bait system Is Lend for subterranean termite
<br />prevention, Section R318.11 through Section R3181S do not apppply, however, a signed contract assuring the
<br />installation, maintenance and monitoring of the batting system that is In compliance with the requirements of
<br />Chapter 492, Florida Statutes, shall be provided to the building official prior to the pouring of the slab, and
<br />the system must be Installed prior to final building approval. If the batting system directions for use require a
<br />monitoring phase prior to Installation of the pesticide active Ingredient, the Installation of the monitoring phase
<br />components shall be deemed to constitute Installation of the system.
<br />R3I818 If a registered La Iticide formulated and reglstered as a wood treatment is used for subterranean
<br />termite prevention, Sections R31811 through R M16 do not apply. Application of the wood treatment termittcide
<br />ahali be ao required by label directions for use, and must be completed prior to final building approval.
<br />R3182 Panatratien Protective sleeves around piping penetrating concrete slab -on -grade floors shall not be
<br />of c*IIu: secontainkg materials. If soil treatment to used for subterranean termite protection, the sleeve shall
<br />have a mexturshm wall thmdvess of 0.010 Inch (025 mm), and be sealed within the slab using a noncorrosive
<br />clamping device to eliminate the annular &pace between the pipe and the sleeve. No termitictdes shall be
<br />applied Inside the cleave.
<br />R3183 Gleaning Cells and cavities M masonry units and air gaps between brick. stone or masonry veneers and the
<br />structure shell be cleaned of all noripreservative-treated or nornaturally curable wood, o other
<br />cellulose -containing material prior to concrete placement
<br />Exception: Inorganic material manufactured for closlrg calk M foundation concrete masonry unit constriction or
<br />clean earth fill placed in concrete mason unit voice below Blab navel before to treatment is performed
<br />R315A Concrete bearing ledge. Brick, stone or other veneer &hall be supported by a concrete bearing ledge
<br />-
<br />at least equal to the total thickness of the brie, store or over vareer which is poured integrally with the
<br />concrete Fondation. No supplemental concrete foundation pours which will create a hidden cold Joke shall be
<br />used without supplemental treatment In the foundation unless there Is an approved physical barrier. An
<br />l
<br />approved physical barrier shall also be Installed from below the wall sill plate or first block course horizontally
<br />-
<br />to embed in a mortar Joint.. If masorrg veneer extends below grade, a termite protective treatment must be
<br />applied to the cavity created between the vernier and the foundation, M lieu of a physical barrier.
<br />N
<br />8xcaption: Vermer supported bg a structural member secured to the foundation sidewalk in accordance with ACI
<br />530/ASC8 5/Th18 402, provided at least a C. inch (152 mm) clear inspection space of the Foundation stdewall
<br />exterior extets bntweeru Vhe veneer and the top of any soil, God, mulch or over organ- landscaping component,
<br />clack, apron, porch, we Bk or any other work Irtmedtately ad lacent to or acUoining the structure
<br />R318.5 Protection against decay and termites. Condensate Ikea, Irrigationleprmkler system risers for spray heads,
<br />and roof douunspouto shell discharge at least 1 Foot (305 mm) away Rom the eVuetue sidewall, whether by
<br />underground pi keg, tail extensions or aplaeh blocks. Gutters with downspouts are required on ell buildings with
<br />eaves of less then 6 irndns (152 mm) horizontal protection except for gable sxk cause or on a roof above
<br />another roof.
<br />R318b Preparation of building site and removal of debris.
<br />R318b.1 All building site& shall be graded to provide drainage under all portions of the building rot occupied
<br />bg basements.
<br />R318b2 The foundation and the area encompassed within 1 foot (305 mm) therein shell have all vegetation,
<br />Stumps, dead roots, cardboard, trash and foreign material removed and the fill material &hall be from of
<br />vegetation and foreign material. The fill shall be compacted to assure adequate support of the foundation.
<br />R310.B3 After all work is completed, loose wood and debris shall be Completely removed Rom under the
<br />bulldkg and within i foot (305 mm) thereof. All wood forms and supports shall be completely removed. This
<br />Mdu,dee, but is not limited to: wooden grade stakes, fours, Contraction spacers, tub Lap boxes, plumbing
<br />supports, brackg, shoring, forme or other cellulose-conalnkg material placed M any location where such
<br />material are not clearly visible and readily removable prior to completion of the work Wood shall not be
<br />stored 'are
<br />with ilia ground under any building.
<br />i • 1
<br />R3i8'I Inspection for termites. In order to provide for Inspection for termite MFestation, clearance between
<br />.f\
<br />exterior wall coverage and final earth grade on the exterior of a building shell not be less than b inches
<br />V /
<br />(62 mm).
<br />Excerptions-
<br />1. Paint or decorative comentitio/e finish lees than 5/8 Inch (riJ mm) thick adhered directly to the masonry
<br />foundation sidewall.
<br />2. Access or vehicle ramps which rise to the Interior finish floor elevation for the width of such ramps
<br />on
<br />3. 4-inch (102 mm) Inspection space above patio and garage slabs and entry areas.
<br />4. If the patio has been soil Vested For termites, the finish elevation may match the building Interior finish
<br />floor elevation on masorry construction only.
<br />5_ Mlasorry veneers eorstuvcted M accordennce with Section R318A.
<br />R3IS8 Foam plastic protection. In areas where the probability of termite infestation Is very heavy, as Indicated
<br />In Flgguurroe R301260, extruded and expanded polystgrane, polytsoeyanurate and other foam plastics shall not be
<br />foundations located below
<br />ketalled on the exterior face or under Interior or exterior foundation walk or slab
<br />grade The clearanca between foam plastics installed above grade and exposed earth shall be at least 6
<br />inches (52 mm).
<br />tos-
<br />L But kgs where the structural members of walk, floors, callings and roofs are entirety of noncombustible
<br />material o preservative -treated wood.
<br />2. Uhnen M e dittos to the requirements of Section R3181, an approved method of protecting the foam
<br />plastic and structure from subterranean termite damage is used.
<br />3. On the Interior side of basement walk.
<br />u
<br />2'x2'x 12" DEEP, 3000 P.S.I.
<br />CONCRETE THICKENED SLAB
<br />FOOTING w/ REBAR EACH WAT'
<br />1211 O.C.
<br />F O U N D A T I O N
<br />ALL CMU WALLS CONSIDERED SHEAR WALL
<br />CELL POURED SOLID w/ (i)'5
<br />FROM FTG. TO BOND BEAM
<br />#50 W/CELL POURED SOLID
<br />A 8'-0" O.C. MAX. (STEM WALL)
<br />- - - CONTROL JOINT (SAW CUT)
<br />1��0 FINISHED FLOOR ELEVATION
<br />MV (ASSUMED DATUM)
<br />TIE MAX BOLTS g &'-0" O.C. 4
<br />12" FROM ANY COMER
<br />WINDOW OR DOOR OPENING
<br />LOCATIONS
<br />/I S
<br />LlAN
<br />THE FOUNDATION HAS BEEN DESIGNED FOR A
<br />MINIMUM LOAD -BEARING PRESSURE OF 2000
<br />POUNDS PER SQUARE FOOT
<br />SECTION 1907
<br />MINIMUM SLAB PROVISIONS
<br />1907.1 General. The thickness of concrete floor slabs supported directly on the ground shall not be less
<br />than 3 1/2 inches (89 mm). A 6-mil (0.006 inch; 0.15 mm) polyethylene vapor retarder with joints lapped not
<br />less than 6 inches (152 mm) shall be placed between the base course or subgrade and the concrete floor
<br />slab, or other approved equivalent methods or materials shall be used to retard vapor transmission through
<br />the floor slab.
<br />Exception: A vapor retarder is not required:
<br />1. For detached structures accessory to occupancies in Group R-3, such as garages, utility buildings or
<br />other unheated facilities.
<br />2. For unheated storage rooms having an area of less than 70 square feet (6.5 m2) and carports attached to
<br />occupancies in Group R-3.
<br />3. For buildings of other occupancies where migration of moisture through the slab from below will not be
<br />detrimental to the intended occupancy of the building.
<br />4. For driveways, walks, patios and other flatwork which will not be enclosed at a later date.
<br />5. Where approved based on local site conditions.
<br />ENGINEER'S NOTES
<br />(1.) ALL WORK TO BE DONE ACCORDING TO (Florida Building Code)1th Edition (2020) FBC
<br />(2.) ASSUMED SOIL BEARING CAPACITY TO BE 2000 PSF. SOIL CAPACITY TO BE
<br />VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. INFORM ENGINEER OF
<br />VARIATIONS. FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION
<br />AND DELETERIOUS MATTER CONCRETE SHALL BE PLACED ON AN UNDISTURBED
<br />(3J IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION
<br />PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS
<br />COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE
<br />ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY
<br />BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
<br />PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
<br />(4.) ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS
<br />SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS.
<br />MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 PSI IN 2S DAYS. ALL
<br />CONCRETE SHALL BE READY MIXED" AND IN ACCORDANCE WITH A.6111,
<br />SPECIFICATION C-94. ALL CONCRETE MODULAR UNITS SHALL HAVE A
<br />COMPRESSIVE STRENGTH OF 1900 PSI WiTH TYPE M OR S MORTAR, 2000 PSI.
<br />INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF
<br />MEMBRANES. ALL SLABS TO BE REINFORCED WITH &X6 10/10 WELDED WIRE MESH.
<br />1- STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED.
<br />2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN.
<br />3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW
<br />4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED.
<br />5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN
<br />LUMBER STANDARD PS 20-10.
<br />6. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19
<br />OR LESS AT THE TIME OF INSTALLATION.
<br />SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0"
<br />BEYOND THE PERIMETER LINES OF THE BUILDING.
<br />(9.) ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3" AGAINST
<br />SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
<br />(10.) 2"X12" HEADERS SHALL BE 2-2"XI2" LAMINATED W/ 1/2" PLYWOOD GLUED W/
<br />CONSTRUCTION ADHESIVE AND NAILED W/ 5-*16D COMMONS iro" O.G. TO MEET
<br />(11.) ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS.
<br />(12.) CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS)
<br />ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR,
<br />TO MEET LOADS AS INDICATED.
<br />F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1
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<br />41_ 411
<br />51-011
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<br />S1
<br />SEE SHEET 61 e 52
<br />FOR STRUGtURAL DETAILS
<br />FLOOR FRAMING TO BE
<br />WHEN TRUSS MAUFACTURERS SHOP DRAWINGS ARE SUBMITTED, CONTRACTOR IS RESPONSIBLE TO CHECK
<br />FLOOR FRAMING 4 ROOF TRUSSES / GIRDER 4 CONNECTIONS FOR UPLIFT / GRAVITY LOAD VALUES TO
<br />VERIFY THE)' ARE LESS THAN THE CONNECTIONS AS SHOWN ON THESE PLANS,
<br />PLAN
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<br />TRUSS MANUFACTURER TO II C:
<br />PROVIDE SIGNED AND C�
<br />SEALED TRUSS DRAWINGS 0
<br />16" SYSTEM 42 FLOOR TRUSSES
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<br />ADD A JOIST OR USE 0
<br />BLOCKING AT ALL O
<br />PARALLEL WALLS ABOVE
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<br />Thomas L Digitally signed by Signed and sealed by T.L. Hanson PE\�p���'t...... /
<br />Thomas L using a Digital Signature and date.
<br />Hanson:A01410 Printed copies of this
<br />Hanson:A01410D00000 are not consideredsi edand
<br />DOOOOO 1 %7 E F31 177EF31134E000015ADA sealed and the signature must be - J
<br />Date: 2023.10.24 verified on any electronic co
<br />134E000015ADA 11:18:36 -04'00'
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