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<br />I. GENERAL DESIGN REQUIREMENTS
<br />
<br />1.1. Codes:
<br />1.1.1. Florida Building Code (2001) Chapter 10
<br />1.1.2. ASCE 1-qB, "Amerlc.an Soclet~ of Civil Engineers Minimum Design Loads for Buildings and
<br />Other Struc tures".
<br />1.1.3. ACI 3lB-qq, "Building Code Requirements for Reinforc.ed Conaete."
<br />1.1.4. ACI 530-Q'1 / ASCE 5-'1'1 / TMS 402-'1'1, "Building Code Requirements for Masonr~
<br />Structures."
<br />1.1.5. AF~PA IQ'1I, "National Design Specification for Yiood Construction."
<br />1.lb. ANSI / TPI 1-1'1'15, "National Design Standard for Metal-plate-Connected Yiood truss
<br />Construction:
<br />1.1.1, AISC-LRFD 2nd edition "Manual of Steel Construction."
<br />
<br />12. Design Loads:
<br />1.2.1. Roof: 20 psf Live Load @ 1.25 duration
<br />1 psf Top Chord Dead Load, shingle roof
<br />15 psf Top Chord Dead Load, tile roof
<br />10 pM Bottom Chord Dead Load, g~psum ceiling.
<br />12.2. Floor: 40 psf Live Load @ 1.00 duration
<br />15 psf Dead load
<br />1.2.3. Balcon~: 00 psf Live Load @ 1.00 duration.
<br />12.4. Combined Roof and Floor Loading @ 1.00 duration.
<br />1.2.5. Yiind: See Individual Signed and Sealed Dro.....ings b:J Struc..tural Engineering and
<br />Inspections, Inc.. Maximum dead load: 0 psf for shingle, 12 psf for tile @ 1.33 duration.
<br />1.3. Unless spec.iffc.all~ noted other.....ise on these dra.....lngs, no provision has been made In the
<br />design for conditions occ.urrlng during c..onstructlon. The contrac.tor shall provide all necessary
<br />brac.lng and shoring required for all loads and Instabilit~ occurring during construction. The
<br />contrac.tor shall ac.cept full responsibilit~ for all such measurers. ..
<br />1.4. It shall be the responslbilit~ of the Contrac.tor to provide all nec.essar~ brac.lng, shorl~g or
<br />other temporar~ supports to safeguard all existing or adjacent structures afFec.ted D:J thiS
<br />.....ork..
<br />1.5. No struc.tural member shall be cut, notc.hed or other.....ise reduced In size or strength ~ithout
<br />prior approval In ~ritlng from the Engineer of Rec.ord.
<br />lb. Contractor shall coordinate strvctural and other dra.....ings that are part of the wntract
<br />doc.vments for onc.hored, embedded or other supported items .....hlc.h ma~ affect the struc.tvre. In
<br />addition, the contrac.tor shall revle..... the struc.tural dra.....ings .....Ith all other trades and bring
<br />confllc:.ts to the attention of the engineer of rec.ord for resolution prior to c.ontlnuing .....ork.
<br />1.1. The Intention of the plans and specifications is to provide is to provide all necessar~
<br />details to c.onstruct a complete structure. JIt1en specific Information is missing or in confllc.t,
<br />contrac.tor shall contac.t the Engineer of ReGord for clarification or resolution. Contrac.tor
<br />shall not proceed .....ith the construc..tlon of structural elements or details that are not clear.
<br />1.8. The Engineer of Record shall not be responsible for la~out, dimensional errors or
<br />discrepanc.les resulting from the reproduction and use .of c.ontrac.t dra.....ings for erectlo~ and
<br />shop dra.....lngs. Use of wntrac.t draY'iings reproduc.ed In .....hole or an~ part In shop dra.....lngs
<br />shall not relieve the contractor nor subcontrac.tors from their responsibilit~ to ac.curatel~
<br />la~out, coordinate, detail, fabrlc.ate and Install a complete strvc.ture.
<br />
<br />2, Boc..kfilling and Compacting:
<br />2.1. Under slab on grade and footings, remove 50ft spots and foreign matter and all organic.
<br />material In the SUb-grade.
<br />2.2. Fill material for sub-base of slabs in grade shall be clean sand to sllghtl~ silt~ fine sand,
<br />free of organic matter, cla~, cobbles, trash, debris and other unsuitable materials.
<br />2.3. Unless spec.lflc.oll~ noted other.....ise, fill materiol shall be placed in maximum B" high lifts of
<br />loose fill and wmpac.ted to a minimum of '15% modified proc.tor dr~ densit~ per ASTM D 1551.
<br />2.4. Unless notes other~Ise, provide under slab on grade: A 0 MIL pol~eth~lene vapor barrier
<br />on compac.ted granular material or compac.ted native sub-base. Vapor barriers shall be
<br />unpunctured .....Ith 0" minimum tapped laps. Vapor barrier must not create all" pockets. .
<br />Compac.ting of fill or existing material shall ac.hleve a minimum '15% modified proc.tor dr~ denslt~
<br />per ASTM D \551.
<br />
<br />3. Shallo~ Foundations:
<br />3.1. A foundation surve~ sholl be performed and cop~ of the surve~ shall be on site for the
<br />building inspector's use, or all propert~ markers shall be exposed and a string stretc.hed from
<br />marker to marker to verif~ required setbac.ks.
<br />3.2. Foundations have been designed for an assumed bearing capacit~ of 2000 pounds per
<br />square foot (psf). SOil of this capocit~ hos been assumed D:J the Enginee~ of Rec..ord to be
<br />found at the elevations indicated on the plan. The contrac.tor shall retain a FlOrida
<br />Registered Soils Engineer to provide testing and verif~ that soil of this c.opacit~ is available.
<br />3.3. All footings, slob on grade concrete and masonry .....011 filled cell c.onc.rete shall have a
<br />minimum 28 da~s c.ompresslve strength of 3000 pounds per square Inc.h (psi).
<br />3.4. lllickened slob and footing elevations sho.....n on these dra.....ings are based on the
<br />Information available at the time of preparation of the design. If actual job site or soil
<br />c.onditlons var~ from the assumed, then .....ritten direc.tions mvst be obtained from the Engineer of
<br />Record before proceeding \"lith the .....ork.
<br />3.5. Keep excavatlol'"ls c.ol'"ltlnual!~ dr~ before conaete 15 plac.ed. If the 5011 15 softened D:J
<br />~ater, the exc.avatlon shall be extended belo..... the softened material and the bottom of the
<br />slob edgelfootings lo.....ered to suit. .
<br />3.0. Center all footings under their respec.tive c.olumns or ~alls unless other.....lse noted sho.....n
<br />on the plans. Maximum misplacement or ec.c.entricit~ - 2". Toleration for mlslocatlon of column
<br />dOv-.<els or anc.hor bolts to be per ACI or AISC standards.
<br />3.1. Yihere vertic-a I construc.tlon jOints occur In continuous footings, provide a minimum contlnuovs
<br />2"x4" ke~.....a~ aaoss joint for eac.h 12" of depth. Horizontal joints 1n footings is not permitted.
<br />3.B. Coordinate plumbing lines ~Ith footing loc.atlons for Interferenc.e. Individual footing should
<br />be lo.....ered .....ith the prior approval of the Engineer of Record. Placement of c.onduit and
<br />pipes In concrete shall conform to ACI 31B ~ec.tion 0.3. .
<br />3.'1. Excavating under or near in-plac.e footings/foundations .....hlch disturbs the compacted soil
<br />beneath the footing/foundations is not permitted.
<br />
<br />4. Conc.rete
<br />4.1. Conc.rete mix and placement shall be in ac.c.ordance >^lith the latest editions of ACI 301, ACI
<br />31B, and ASTM C-'14 Standard Engineering Prac.tlces.
<br />4.2, All c.oncrete shall have a minimum compressive strength of 3000 psi at 28 da~s, unless
<br />noted other.....lse. Concrete for slabs shall be plac.ed at a slump .....ithin the range of 3" to 5".
<br />4.3. All reinforcing steel shall be ne..... deformed bars that are free of rust, scale, and oil and
<br />conform to ASTM Aol5 Grade 00, .....Ith a minimum ~Ield of 00,000 psi unless noted other.....ise.
<br />3" minimum coverage for reinforcement in concrete plac.ed in direct contac.t .....ith the ground and
<br />2" minimum coverage for reinforcement in concrete exposed to ~eather.
<br />4.4. No reinforcing bars shall be cut to ac.commodate installation of embeds, anc.hors or other
<br />items.
<br />4.5. Earth supported slabs Inc.ludlng exterior .....alk and drlve.....a~s shall be 4" thick minimum and
<br />reinforced .....ith ASTM AIB5, ox6-YiI.4xYiI.4 \"lelded .....ire fabric (I^lY'lF) at mid slob. Fibermesh ma~
<br />be used In lieu of YiY'lF.
<br />4.0. The addition of site ~ater to Inc.rease the concrete slump shall not be permitted. Suc.h
<br />practlc.e shall be deemed just c.ause to reject that particular batc-h of conaete.
<br />4.1. Provide approved .....ater-reduc.ing admixture in all c.onc.rete conforming to ASTM C200.
<br />All other admixtures shall conform to ASTM C4'14 and shall be used In stric.t conformanc.e .....Ith
<br />the manufac.tures rec.ommendations.
<br />4.B. The use of fl~ osh \"llthin the mix design is permitted suc.h that the ~elght of fl~ ash does
<br />not exceed 25% of the total c.ementatlous .....elght of the conaete.
<br />4.'1. For read~ mix c.onaete the maximum time permitted for complete placement Is '10 minutes.
<br />0reater times ore not ac.c.eptoble.
<br />
<br />GENERAL STRUCTURAL NOTES
<br />
<br />5. Masonr~
<br />5.1. Masonr~ unit:'> shall be 1 5/B x \5 5/B size modular units unless noted.
<br />5.2. Units shall be one and t.....o cell bloc.ks, standard .....elght made t~pe I Portland Cement,
<br />~ater and approved aggregates, shall conform to the standard spec.iflc.atlon for hollo..... load
<br />bearing masonry units ASTM designation C'10 .....ith a mInimum compressive stren<;3th of 1'100 psi.
<br />5.3. Masonr~ units shall be sa.....n, not broken, and shall be not less than half units, .....here cut.
<br />An~ exposed bloc.k shall be laid In running bond pattern, mec.hanlc.all~ bonded b.j overlapping
<br />alternate courses.
<br />5A. At top of load bearing masonr~ .....alls, provide knoc.kovt bloc.k bond beams ~ith
<br />reinforcement as noted on plans.
<br />5.5. Masonr~ mortar shall c.onform to ASTM C210 and shall be t~pe S .....here not In contac.t .....ith
<br />the earth or t~pe M \"lhere In contac.t .....Ith the earth. Compression strength of mortar 1500 psi.
<br />5b. All mortar joints for hollo..... unit ma50nr~ sholl extend the full \"lidth of fac.e shells. Mortar
<br />jOints for solid masonr~ units shall be full head and bea~ jOints. Mortar head and bed )Oints
<br />to be 3/8" +/- I/B" thlc.k unless notes other.....ise. Exceptions: The bed jOint of the starting
<br />coarse over a footing ma~ var~ betV'ieen 1/4" to 3/4" thick.
<br />5.1. All reinforcing steel shall be ne..... deformed bars that are free of rust, sc.ale, and Ol! and
<br />conform to ASTM Aol5 Grade 00, ~ith a minimum ~Ield of 00,000 psi unless noted other.....lse.
<br />2" minimum cover for reinforcement placed In masonr~ ~alls exposed to .....eather, I 1/2" minimum
<br />c.over for reinforcement plac.ed In masonr~ .....alls not exposed to v-.<eather. No reInforcement
<br />shall be cut to accommodate the installation of anc.hors, embeds or other items.
<br />5.B. Masonr~ grout shall compl~ .....ith the fine grovt requirements of ASTM C410. The slump sholl
<br />be B"-IO" and the minimum compressive strength shall be 3000 psi at 2B da~s.
<br />5.'1. &routed cells shall have vertlc.al alignment sufflc.lent to maintain an unobstruc.ted continuous
<br />vertlc.al cell free of mortar droppings and be consolidated D:J puddling or vibration. Clean
<br />Inspection openings shall be provided at the bottom of eac.h grout lift for ever~ grouted c.ell.
<br />5.10. Pre cost conc.rete lintels shall be manufac.tured b.j "Cast Crete" or approved equivalent.
<br />See plans for beam sc.hedvle and location.
<br />5.11. Reinforcement steel shall conform to ASTM Ao15, 0rode 00 and shall be detailed In
<br />ac.c.ordanc.e .....ith the latest ACI 315, Manual of Standard Prac.tlce for detailing reinforcing
<br />concrete struc.tures.
<br />5.12. See attached details and speclflc.atlons for minimvm lap splice lengths for steel
<br />re inforcement.
<br />
<br />o.mod
<br />0.1. All Plumbing, Elec.trlc.al, and Mec.hanical rough-Ins must be complete, Inspec.ted, and approved
<br />before requesting the framing Inspec.tlon.
<br />0.2. Yiood struc.tural framing members to be 1*2 Southern Yello..... Pine (unless noted other.....ise)
<br />.....Ith a modulus of elastlclt~ of If;OO,OOO psi per NDS-'11 and a moisture content not to exc..eed
<br />1'1 percent at the time of Inc.orporation Into the building.
<br />0.3. All ~ood inc.luding pl~.....ood and OSB In contac.t .....ith earth, masonr~, conc.rete or in direc.t
<br />exposvre to ,.,eather shall be preservative treated. Specific use of the presevotlve
<br />treatment shall be approved D:J the manvfac.turer and submitted to S.E.I. for revle..... prior to
<br />construction.
<br />0.4. Roof sheathing must be Installed .....ith long dimension ac.ross the supports .....1 clips at all
<br />edges and shall be 1/2" pl~.....ood or 1/16" OSB, APA span rating 24/10 and exposure rating I
<br />unless noted other.....ise. Exception: Use APA span rating 32/10 pl~.....ood at hipped roof
<br />sec.tlons. Note: Do not overdrive fasteners Into pl~Y'iood/OSB - Anti-penetration devlc.es must
<br />be used.
<br />0.5. Pre-engineered beams shall be TrvsJolst, 0eorgla Pac.iflc. or equal .....ith a minimum
<br />allo.....able bending stress ofF 2'150 psi and modulus of elastlclt~ of 2.000,000 psI. Sign and
<br />sealed engineering must be for.....arded to the Engineer of Record for revle..... prior to
<br />construc.tlon.
<br />0.0. All pre-engineered beams supporting brick veneers shall be designed .....ith an odditional
<br />1*/ft. load using 40 psf surface area of brlc.k. Def lec.tion shall not exceed 1/000.
<br />
<br />1. Pre-Engineered, Pre-Fabrlc.ated Yiood trusses.
<br />1.1. Signed and sealed engineering truss shop dra.....lngs shall be provided on the job site for
<br />the Inspec tors.
<br />1.2. Individual trusses are to be designed b:J the truss manufacture per ANSI/TPI-Cl5 to safel~
<br />wrr~ the design loads Indic.ated on the strvctural plans. . .
<br />1.3. Shop dra.....lngs shall be sVbmitted for revie..... and approva.1 D:J ~he Engineer of ~ec..o~d prior
<br />to fabric.ation. Sklop dro.....ings sholl Indlc.ote: span, pltc.h, bearing size and loc.atlon, Ind1:'lduaI
<br />plate size and loc.ations, size/spec.ies/grade of lumber and locations, o.c. spacing, maximum
<br />deflec.tlon and loc.atlon, truss top c..hord, bottom chord and ~eb brac.lng. 0ravit~ load case
<br />design assumptions and information inc.ludlng; top chord live load, top chord dead load, bottom
<br />c.hord live load, bottom chord dead load, repetitive stress Inc.rease, duration stress Inc.rease,
<br />reac.tlons at bearing loc.otlons, Uplift loads case design assumptiol'"ls and information inc.luding;
<br />ASCE1-'1B designation, v-.<Ind speed, exposure, mean roof height, end zone, enc.losure, importanc.e
<br />fac.tor, uplift dead load, uplift reac.tlon, and duration fac.tor. Dra.....ings shall bear the impression
<br />seal of a Florida Professional Engineer responsible for the design. The revle~ of the shop
<br />dra.....lng shall not relieve the Contrac.tor from his responsibilib1 for seeing that the ~ork is
<br />completed, ac.c.urate and in compliance .....ith the draY'ilngs. The Engineer of Rec.ord reserves
<br />the right to make changes to the struc.tural plans after the shop dra~lngs hove been revieV'ied.
<br />1.4. The deflection under live load shall not exc.eed 1/300th of the span unless other.....ise noted.
<br />
<br />1.5. All lumber must be identified .....ith an offlc.lal grade stamp.
<br />1.0. Trvss heel to be protected \"lith metal shield .....hen In contac.t .....ith mosonr~ or conc.rete.
<br />1.1. Temporar~ brac.lng of the roof system shall be Installed per the Handling, Installation and
<br />Brac.ing (HIB-'1I) from the Truss Plate Institute and shall remain as part of the permanent
<br />bracing.
<br />1.B. Do not notc.h, Glit, remove chords or drill truss members ~Ithout prIor .....rltten approval from
<br />Speclalt~ Truss Engineer.
<br />1.'1. Remove and replace trusses damaged during shipping or erec.tlon. Do not repair trusses
<br />.....ithout .....ritten approval of the Specialt~ Truss Engineer. ..
<br />1.10. Connec.t trvss to bearing ~alls .....ith anchors as spec.lfled in these dra.....lngs. Submit
<br />alternate anc.hors to the Engineer of Rec.ord for approval prior to use in this project.
<br />1.11 Trvss to truss connection D:J truss manufac.turer ~/ spec.lflc.atlon and loc.otlon bearing the
<br />Impression seal of a Florida Professional Engineer. All connections shall be submitted for
<br />revle..... and opproval b.j Engineer of Record prior to c.onstrvction
<br />1.12. All trusses supporting brick veneers shall be designed .....ith an additional #/ft. load using
<br />40 psf surface area of brick. Deflec.tlon shall not exceed 11000.
<br />
<br />B. Anc.horage Notes.
<br />B.\. It shall be the Contrac.tors responsiblllt~ to coordlnote hisA1er schedule .....ith the roof truss
<br />submittal and properl~ install the spec.ified anc.horage to c..ompl~ .....ith these dra.....lngs.
<br />B.2. All anc.horage shall be used In strlc.t conformonc.e ~ith the manufac.ture's specifications.
<br />Simpson Catalog C-2002 and T-Ac.horspec. 5/00 unless noted other.....lse.
<br />B.3. Alternate manufac.ture substitutlons .....ill be considered .....ith receipt of .....ritten proposal,
<br />including suc.h tec.hnical documentation deemed appropriate b:J the Engineer of Rec..ord.
<br />B.4. All truss to truss connections are considered part of the per-engineered truss s~stem
<br />and shall be detailed as part of the truss shop draY'iings.
<br />B.5. Continuous anchorage from framlng/oearing must be provided to the foundations to resist
<br />uplift.
<br />B.o All connec.tors and fasteners Installed in contact ~I perservatlve treated lumber shall be
<br />approved for suc.h use by their manvfoc.turer and revle.....ed D:J SE.I. prior to c.onstruc.tion.
<br />
<br />10. TERMITE PROTECTION NOTES AND SPECIFICATIONS,
<br />10.1. Certific.ate of Protective Treatment for prevention of termites. A .....eather resistant
<br />jobsite posting board shall be provided to receive dupllc.ate Treotment Certiflc.ates o.s ~ac.h
<br />required protective treatment is c.ompleted, providing a cop~ for the perso~ the permit 15
<br />issued to and another c.op~ for the building permit files. The Treatment Certlflwte shall
<br />provide the produc.t used Identit~ of the appllc.ator, time and date of the treatment, site
<br />location, area treated, chemical used, percent conc.entratlon and number of gallons used, to
<br />establish a verifiable rec.ord of protec.tive treatment. If the sOil c.hemic.al barrier method for
<br />termite prevention is used, final exterior treatment shall be c.ompleted prior to final building
<br />approva I.
<br />10.2. Notic.e of termite protection. A permanent sign .....hlch Identifies the termite treatment
<br />provider and need for re-Inspec.tion and treatment contract rene~al shall be provided. The
<br />sign shall be posted near the ~ater heater or electric.. panel.
<br />10.3. In order to provide for inspection for termite infestation, clearance betY'ieen ext~rlor .....all
<br />coverings and final earth grade on the exterior of a building shall not be less than 0 Inc.hes
<br />.....ith the follo.....ing exceptions:
<br />10.3.1. Paint or dec.orotlve cementitious finish less than 5/8" thick adhered directl~ to the
<br />masonr~ foundation ~all.
<br />10.3.2. Ac.c.ess or vehicle ramps Y'-lhlc.h rise to the Interior finish floor elevation for the .....Idth of
<br />
<br />SUGh ramps onl~.
<br />10.3.3. A 4-inc.h inspec.tlon spac.e above patio and garage slabs and entr~ areas.
<br />10.3.4. If the patio has been soil treated for termites, the finish elevation ma~ match the
<br />building Interior finish floor elevations on masonr~ construc.tlon onl~.
<br />10.3.5. Masonr~ veneers.
<br />10.4. Protection against deca~ and termites. Condensate lines and roof do.....n spouts sholl
<br />disc.harge at least I foot a.....a~ from the struc.ture slde~all, .....hether b.j undergrou.nd piping, tail
<br />extensions, or splash blocks. Gutters \"lith do.....n spouts are required on all buildings .....Ith eves
<br />of less than 6-inc.hes horizontal pro Jedlon, except for gable end rakes or on a roof above
<br />another roof. Irrigation / sprinkler s~stems and risers for spra~ heads shall not be Installed
<br />.....ithin I foot of the buiiding 5 Ide..... a I I.
<br />10.5. Termite Protec..tlon. Termite protection sholl be provided D:J registered termltlc.ldes or
<br />other approved methods of termite protec.tlon labeled for use as a preventative treatment to
<br />ne..... construc.tlon.
<br />10.5.1. The Initial c..hemic.al soil treatment for svbterranean termite prevention inside the
<br />fovndatlon perimeter shall be done after all excavation, backfilling and c.ompac.tion is complete.
<br />10.5.2. Spac.e in conc.rete floors to be boxed out or formed for the subsequent installation of
<br />plumbing traps, drains or an~ other purpose shall be created D:J using plastic or metal
<br />permanentl~ plac.ed forms of suHIc.lent depth to eliminate an~ planned soil dlsturbanc.e after
<br />Initial chemlc.al 5011 treotment.
<br />10.5.3. Chemlc.all~ treated soil shall be proteded ~ith a minimum 0 mil vapor retarder to
<br />protect against rainfall dilution. If rainfall occurs before vapor retarder plac.ement,
<br />retreatment is required. An~ .....ork, Including plac.ement of reinforcement steel, done after
<br />chemlc.al treatment until the concrete i5 plac.ed, shall be dOl'"le In SUGh manner as to avoid
<br />penetrating or disturbing treated 5011.
<br />10.5.4. Concrete overpour or mortar accumulated along the exterior foundation perimeter shall
<br />be removed prior to the application of exterior chemic.al soil treatment.
<br />10.5.5. Chemic.al 5011 treatments sholl also be applied under all exterior conc.rete or grade
<br />~Ithin I foot of the primar~ structure side ~alls. Also, a vertlc.al chemlc.al barrier shall be
<br />applied promptl~ after construc.tlon 15 completed, Including Initial landscaping. and Irrigation /
<br />sprinkler installation. An~ soil disturbed after the chemlc.al vertical barrier IS applied shall be
<br />promptl~ retreated.
<br />10.5b. This structure shall have pre-construc.tion treotment protection against subterranean
<br />termites. The rules and 10....5 as established D:J the FlorIda Deportment of Agriculture and
<br />Consumer Servlc.es shall be deemed as approved .....ith respec..t to pre-c.onstrvc.tion soil
<br />treatment. A c.ertiflc.ate of compllanc.e shall be Issued to the building deportment b.j the
<br />Ilc.ensed pest control compan~ that c.ontalns the follo.....Ing statement: "The building has rec.elved
<br />a complete treatment for the prevention of subterranean term'ltes. Treatment In ac.c.ordanc.e
<br />.....Ith rules and la.....s established by the Florida Department of Agriculture and Consumer
<br />Services. "
<br />lOb. Penetration. Protec.tlve sleeves around metolllc. piping penetrating conc.rete
<br />slab-on-grade floors shall not be of cellulose-contaIning materials and shall receive
<br />applic.atlon of a termiticldes in annular spac.e betv-.<een sleeve and pipe.
<br />10.1. After all ~ork is completed, loose ~ood and debris shall be completel~ removed from
<br />under the bvilding and ~ithln I foot thereof. All Hood formS and supports shall be ~omplete
<br />removed. This inc.ludes, but Is not limited to: .....ooden grade stakes, forms, controc..tlon spac.ers,
<br />tub trap boxes, plumbing supports, brac.lng, shoring, forms, or other cellulose-containing material
<br />plac.ed in an~ location .....here suc.h moterlals are not clearl~ visible and readil~ removable prior
<br />to the completion of the ~ork. rlood sholl not be stored In contact .....Ith the ground under an~
<br />building.
<br />10.8. No \"lood, vegetation, stumps, dead-roots, cardboard, trash, or other cellulose-containing
<br />material shall be buried on the building lot ~ithin 15 feet of an~ building or the position of an~
<br />building proposed to be built.
<br />10.'1. Termite protec.tion shall be provided b.j floor framing of naturail~ durable .....ood,
<br />preservative-treated .....ood, 5011 treatment or other approved methods.
<br />
<br />AREA:
<br />LIVING: 1211 S,F,
<br />GARAGE: 400 S,F.
<br />PORCH: 12B S,F
<br />TOTAL: 1l3C1 S,F,
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