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OENERAL INFORMATION
<br />TERMITE PROTEGTION
<br />1,1
<br />It is the contractors responsibility to determine erectim procedure and sequence to emure the
<br />1-1
<br />A perinsient sign Which identifies the termile treatment provider and need for reinspectim and
<br />sakly of the building and its component parts during consiructim.
<br />treatment contrad renewal shall be provided The sign did be posted near the water theater or
<br />electric Panel-
<br />1.2
<br />All work is to be it= in a neat wakmanlike manner by qualified skilled craftmien. All contractors
<br />1-2
<br />Condensate and root down spouts shall discharge at least T-W away tom building side wells.
<br />and mibcoritractors must be Properly insured-
<br />1-3
<br />kigaftVSKirilder systems including all risais and spray heads shall not be installed witfiin 1--W of #0
<br />1.3
<br />Care shall be takeri to asawe that the pmject site is safe and that debris is removed or collected in a
<br />Wilding side walls.
<br />secure enclosure.
<br />1-4
<br />To proAde for inspection for termitai infastation, lthe &tam between we, covering and final earth
<br />1-4
<br />The work of this project shall include all necesmy labor, materials, licenses and permits required
<br />grade shall not be less than six inche& Exception: Paint or decorative cementious; finish less then
<br />to complete the work as indicated by the drawings and specifications in a good and wakinardike
<br />5V thick adwed directly to tie foundation wall,
<br />manner.
<br />1.5
<br />The Bid for the work shall include that work associated with the raiwation of the prDject
<br />1-5
<br />Inilial treatment shall be done after all excavation and bark fill is coonplerle.
<br />that is generally indicated on, but is not necessarily limited to, the drawings and applicable
<br />specifications-
<br />1-6
<br />Soil diMurbed after the Wfial treatment shall be retreated including spews boxed for fanned.
<br />1.6 All work shall be in accordance with the requkaments of the lated editions of the 2020
<br />Florida Buildiing Cod% 2020 Ronda Mechanical Code, 202D Ron& Plumbing Gods,
<br />National Electrical Code and Life Safety 101 Code all as other applicable codes and
<br />ordinances Accessibility must rneet the requirements of the 2020 Fhl& Building
<br />Code.
<br />1-7 All prospective contractors and subcontractors shall visit the prernises; in order to become
<br />thoroughly familiar with the work arid working condifiarm Bid amounts shall include all work
<br />associated with the vanous components of the work described on the plans whether shown in full
<br />and complete detail or not
<br />1-8 Cost associated with applications for all necessary permils and the actual costs of all
<br />necessary permits are to be included as a part of the work and shag be hxluded with bid
<br />amounts.
<br />1.9 The contractor shall be solely responsilile for proper and acctrale layout of fines and grades
<br />necessary to accomplish the work in a good and worknianlike manner The contractor shall
<br />verify all dimensions and figures indicated on the drawings before laying out the work and will be
<br />responsible for any war or inaccuracies resulting from its failure to do so. The architect
<br />assumes no responsibility for brying out the work.
<br />1-10 Electrical, plumbing and mechanical subcontractors shall provide for additional engineering
<br />(if required) and shall sectire all necessary permits, pay all associated fees and
<br />arrange for all necessary inspeclions #4 may be required.
<br />1.11 All materials used in the work shall be as specified- In the absence of specifications for any
<br />materials required for the performance of the work, materials; used shag be the best of their
<br />respective kinds-
<br />1-12 Any deviations from the drawings and specifications must be approved by the arctdDd prior to
<br />construction- Any deviations that am riot approved shall become the sole responsibility of the
<br />contractor.
<br />1.13 All materials, vistems, and construction components shall be installed in accordance with the
<br />manufachrWs published instruch= and spedficabon& The contractor shall coordinate the work
<br />of all trades in order to assure proper clearances and coordinatim of the work.
<br />1-7 Boxed areas in concrete floors for mbsequent installation of jraK etr_, shall be me& with
<br />permanent metal or plastickirms Permaneritfornismustbecif asize and depth thatwill
<br />eliminate the didirbarm of soil after the inifiel treatment
<br />1-8 Minimum 6 mil vapor retmAer must be installed to protect against rainfall dihition. If rainfEll
<br />occurs before vapor retarder placement; relreatinent is require
<br />19 Concrete over pour and mortar along the foundation perimeter must be removed before
<br />exterior sd treatment
<br />1-10 SW treatment must be aplilied under all exterior concrete or grade within 1*-(r of the structure
<br />skis wells.
<br />1-11 An exterior verfical chemical banner must be installed after construction r. complete gwkxfmg
<br />landscaft and irrigatim. Any soil dishirbed after the vertical barrier is applied shall be
<br />retreated
<br />1-12 AN buildings are required to have pre-oonstruction treatment
<br />1-13 A carlificalat of conripliance must be ismW to ft budding department by a kerised ped control
<br />company before a ceirlificate of occupancy will be issuecl. The certificate of compliance shall
<br />state: The building has received a complete treatment for the prevention of subterranean
<br />lenniles- The treatment is in accordlerice with the rules and laws of the Florida Department of
<br />Agriculture and Consumer Sffvkm-'-
<br />1.14 Afier all work is completed, loose wood and fin must be removed tam below and within 1-w of
<br />the building- This includes all grade stakes, tub, trap boxes, tam, shoring or other cellulose
<br />containing material.
<br />1- 15 No wood, vegetation. stimps, cardboard, trash, at., shall be buried witliin 164r of any
<br />building or proposed building.
<br />GONGRETE:
<br />3-1 Cooncrete to be normal weight with the following minimum compressive streingthis at hrenly�t P8)
<br />daK-
<br />(A) Footings, slab4in-grade, slab fill - 3,000 psi
<br />(B) Masonry tied cells, wall be beam, and fie columns - 3.5DO psi
<br />3-2 Concrete shall be ready -mix per ASTM C94 as follows-
<br />1.14 It shall be the responsibility of the contractor to property store and protect all materials delivered to the job (A) Plortlaridwrient -ASTM C150
<br />site Any loss of any nature shall be bonne by the contractor (0) Aggregates ASTM C 33 (3/4 max)
<br />(C) No calcium chloride
<br />1.15 The pimises and work areas shall be maintained in a reasonably neat and orderly condition and (D) Air Entraining ASTM C26D
<br />shall be kept kee from acatimulations of waste and debri& The contractor shall be responsible for (E) Water reducing ASTM C494
<br />removal of all trash, waste and debris from the projed site and shall dispose of same in a proper (F) Ry ash ASTM C618-78 class F
<br />and 60 manw-
<br />1.16 GasDline, hiel oil, Paint thinners and all other hazardous materials shall not be stored inside of the
<br />premw& Use of such piDducts or products containing such components shall only be used with
<br />adequate and proper venfilatim and shall be dispensed froin containers approved for such use- The
<br />contractor slid maintain all necessary Material Safety Data Sheets (MSDS) on lthe project site for all
<br />products requiring same.
<br />1-17 The contractor shall comply with all applicable rules and regulations; of OSKk
<br />1.18 The contractor shall pruvide and mairitein all necessary temporary shoring or bracing as may be
<br />required to prevent damp to to owner's properly or ir� to Person&
<br />1-20
<br />121 The contractor shall not commence work unfit the Owner has been provided with a cerlificate of
<br />instirance indicating appropriate minimurn insurance coverages-
<br />1-22 All work shall be guaranteed by the contractor for a period of one yew with exception of products
<br />and components whose mamilectiffers provide for additional warranty andfcr guaranty penDds or
<br />as may be otherwise specified hereirL Prior to final payment the contractor shag Vnivide an
<br />originally signed guaranty for the work and other applicable warranties and guaranties to the
<br />Owner.
<br />1.23 A foundation arvey slid be performed and a copy of the survey shall be on the site for the
<br />building inspectors use, or all property markers hall be exposed and a string strelclied from marker
<br />to marker to ve* re"ed setbacks
<br />3-3 Prepare and place, concrete in accordance with the American Cmiciele bdh& (ACI)
<br />Manual of Standard Practice, Parts 1, 2, and 3, including recommendations for hot
<br />weather concreting and ACI 318 Building Code reWiremetils for reinforced concrele.
<br />3-4 Required dump range at discharge end of truck equals �-) three (3) to fivie (5)
<br />inche&
<br />3-5 Conlraclorshall ve* lowfions of all openings and deeves, slab reames, etc, asrequired by
<br />other trades before concrete is placed-
<br />MA50NARY
<br />4.1 Holm load bearing units shall collb 11 to ASTM C90, normal weight N2, with a minirourn
<br />compressive drenglh of 1.500 *
<br />42 Bond interseclitV masonry walls; by either hying 50% of the units at tie irtarsections in
<br />an ovedapping masorry bond pattern with alternating units bearing Ir an the units below
<br />or by histalling C by V rectangular anchin Jormed frorn 3V reinforcing steel between
<br />a4mentunilsatmaximuniverticalcerin ofW-
<br />4.3 Layallmasonryuhilsiniettilineandgrade, Mortarjointsshalladendthehillwidt1hand
<br />dalffi of face sheft and shall rot exceed 3T thiclaxiss, except for bad joints at bolings
<br />which shall riot exceed WC thick.
<br />4-4
<br />Mortar shag be bjpe M or S and cank)rm to ASTM C270- Mortar shall be used w1hin two (2)
<br />4.5 hours of mixing.
<br />Place all masonry in running bond with three -eights (318) inch morterjoints
<br />CARPENTRY:
<br />6.1 Fwnish and install all rough and finish carpentry, and cabinet work as reqLired to
<br />complelely pravi& for work indicated
<br />6-2 AD lumber and plywood shall have gradet marks and ind and treatment Identification-
<br />63 Presswe treatments shall inckide Osmosak Osmose K-33, Womansalts or Celcure-
<br />6.4 Framing kimber shall be minimurn No- Z Southern Yellow Ph* and shall have
<br />maxiinum moiskire content of 15%.
<br />Fif 1.2D00 psi
<br />FvF= 90 psi
<br />Fe 975 psi
<br />E = 1,600,000 psi
<br />65 Curbs� sleepers, naders, tiurnng lumber in contact with earth, concrete, masonry or *at and all
<br />exposed and unpairded lumber dud be pressLn treated Pn3satire treated lumber shall be
<br />wipregnated with a CGA salt treatment in accordance with F S. TT-W-571 and beer the
<br />knencan WOW Reserves Indiluka Quality Mairk LP 2-
<br />66 Pkm& all necessary anchorage using hot dipped galvanized common or ring shank nads and
<br />hot dipped bolts. nuls; and washers or wood sciews- Staples are not permitted.
<br />6.7 Install all Irming closely filled and waralely set. Wmforce all opening& with headers and bridge
<br />as shown or as required- Space sluds; and hirring at maximum 16" centers- Provide single sole
<br />plates and do" top Odes; of the same width as taming member&
<br />6-8 Nish lumber for interior trim shall be B and Better Douglas Rr Provide stain grade
<br />Install all trim in the longest lengths possible to avoid *k VAw exlenor oorners, cope interior
<br />6-9 corners and caret* scribe work- ovide tch
<br />. woodwork to other a*mt R profiles to me existing
<br />as closely as possible and anctior all trim work wilti Inin headed nails setpst below the tWs
<br />surface-
<br />ELEGIRIGAL.
<br />16.1 This electrical design is intended to meet the requirements of the National Electrical
<br />Coda, the local building department regulations; and the electrical utility
<br />162 Wring devices are to be specification grade.
<br />16.3 Contractor is to provide cost options to the owner for - energy saving lamps
<br />and baled vs; elecirroriie-
<br />16-4 The cordractor shall Affnish all maierK labor, tools, equipment and work
<br />required fir installation of a complete electrical qr.4ern including lighting and
<br />power distribution, bleptiorie conduk interior and exterior lighfing, as indicated
<br />on drawings All work shall comply with the standards of the hilest adopted
<br />edition of the National Electric Code and all work mid mad appruval of all
<br />additional codes and inspecting authorities. Contractor shall investigate work to
<br />be done prior to submitting bid.
<br />- all work shall be done is a neat workmanlike manner by
<br />16.5 IndaUlon.
<br />16.6 All dimerisions must be verified by the contractor and responsMty
<br />assurned for accuracy.
<br />16-7 All minor work necessary, although not shown, to make ft cornplete electrical
<br />installation shall be considered a part of the contract
<br />16.8 Panel board tobe square d or approved equal with door unkmotherwise
<br />specified (locking door. if required by Owner)- Install typewritten. twocolumn
<br />direcklies made each panel -board indicating what each circuit serves.
<br />16-9 All wire to be copper and no wire smaller than #12 awg gauge shall be used on this
<br />ratallation. (exception low voltap wring as required) no aluininum wire to be
<br />used with the exception of the power company feeder line(s).
<br />16. 10 Switches: swilcim controlling panels, load centers, or motors shad be heavy
<br />duty square D, ITE, or approved equal- Multiple mams dud be idenfified as
<br />main #1, main #2, etc.
<br />16-11 Electrical contractor shall in" all exhaust fans, ductwork to be pruvided and
<br />installed by HVAC Contractor.
<br />MEGHANIGAL
<br />15.1 The entire iristallabori shall oonform to the requireinertli; of the Standard Mechanical Code,
<br />NFPA 90A and NFIPA 96, SMCNA, ACCA, and The Energy Efficiency Coda for Building
<br />Construction, wed editions-
<br />6.10 All plywood that is used for sheat1hing dug be a minirnum of four plys and unless otherwise 152 Therincistals; dud be mounted at5T &F-F whereshown on the planss.
<br />specified or required to match an eAsting condilim shall be nominal 5V CDX struchrally rated for
<br />the condition- 153 Coordinate and verify electrical characteristics of equipment with the electrical contractor.
<br />6.12
<br />AN plywood that is to be exposed, finished or riot shall be Douglas Fr A/C grade. Unless
<br />otherwise specified or required for ft existing condition, all finish plywood Shall be 3/4! thick.
<br />AN Plumbing, Electrical, and Mechanical rough -ins must be complete, inspected, and approved
<br />before reque*V the framin inspection -
<br />THERMAL �t M015TURE PROTEGTION:
<br />Exterior Sealants- Vulkem 116 or Sonnebom NPA
<br />Interior Sealants Dap Acrylic Lalex or Pecora AG-20-
<br />Plumbing Fixture Sealant Dow Corning 8640 or G.E. 1700 Series
<br />Indall sealantr. in accordaiince with manufachinjes directions
<br />15.4
<br />15-4 Provide sheet metal weather covem at penetations and factory curbs for installation of
<br />all roof top or wall mounted equipment
<br />POOR AND HINPONS
<br />8.1 l4ew interior wood doon; as scheduled
<br />8-2 Pill metal do= we fm be as scheduled
<br />&3 All exterior windows and glass doors are required to be tested in
<br />accordarice with ANSI1AM1AkWWDA 10111S2 Standard arid bear
<br />an AMMA or WDMA label iden9ft the manufacturer,
<br />performance charactenstim and appivited "duct testing a*
<br />8A All exterior windows and doors shall be anchored per ptiblished
<br />manufacturers recommendatioris to achieve the design pressure
<br />specified-
<br />8-5 Mullons and adjacent door assemblies me required to be tested or
<br />engineered to transfer 15 ftes; the designed loaft to the rough
<br />opening substrate -
<br />GABLE STRUCTURES
<br />HIP STRUCTURES
<br />atk MA)(
<br />\-X 4i-
<br />No 86663
<br />V :4: Z:
<br />STATE OF 4u
<br />jr:-fKOR
<br />I HEREBY c.BznFY IHAT I HAVE REVIE10ED
<br />TH6 PLAN AND FOW IT TO 13E IN COMPUMGE HTH A5GE I -lb AND
<br />THE 2020 MIXIM GOVE 71TH EDITION
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