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<br />I. GENERAL DESIGN REQUIREMENTS
<br />
<br />1.1. Codes:
<br />1.1.1. Florida Building Code (2001) Chapter 16
<br />1.1.2. ASCE l-'1B, "Amerlc.an Soclet~ of Civil Engineers Minimum Design Loads For BJildings and
<br />Other Structures".
<br />1.1.3. ACI 3IB-'1'1, "Building Code Requirements For ReinForced Conc.rete."
<br />1.1.4. ACI 530-'1'1 / ASCE 5-'1'1 / TMS 402-'1'1, "Building Code Requirements For Masonr~
<br />Struc tures."
<br />1.1.5. AF<lPA 1'1'11, "National Design SpeciFIc.ation For rlood Construction."
<br />1.lb. ANSI / TPI 1-1'1'15, "National Design Standard For Metal-plate-Connected rlood truss
<br />Construction."
<br />1.1.1, AISC-LRFD 2nd edition "Manual of Steel Construction."
<br />
<br />1.2. Design Loads:
<br />1.2.1. RooF: 20 psF Live Load @ 1.25 duration
<br />1 psF Top Chord Deod Load, shingle rooF
<br />15 psF Top Chord Dead Load, tile rooF
<br />10 psF Bottom Chord Deod Load, g~psum ceiling.
<br />1.2.2. Floor: 40 psF Live Load @ 1.00 duration
<br />15 psF Dead load
<br />1.2.3. Balc.on~: 60 psF Live Load @ 1.00 duration.
<br />12.4. Combined RooF ond Floor Loading @ 1.00 durotlon.
<br />1.2.5. rllnd: See Individual Signed and Sealed Drol'<ings b~ Structural Engineering ond
<br />Inspections, Inc. Maximum dead load: 6 psF for shlngl~, 12 psF for .tile @ 1.33 duration. .
<br />1.3. Unless speciFicall~ noted otherl'<ise on these drcw'lngs, no provision has been made In the
<br />design For conditions occurring during construction. The contractor sholl provide 011 necessary
<br />bracing and shoring required for all loads and Instabilit~ oGCurrlng during construction. The
<br />contrac.tor shall accept Full responslbillt~ for 011 suc.h measurers. .
<br />1.4. It sholl be the responslbilit~ of the Contrcldor to provide all necessar~ broclng, shori~g or
<br />other temporar~ supports to sofeguard 011 existing or adjacent struc.tures ofFec.ted by thiS
<br />I'<ork.
<br />1.5. No struc.tural member shall be cut, notc.hed or otherl'<lse reduced In size or strength I'<ithout
<br />prior opproval In I'<ritlng from the Engineer of Record.
<br />lb. Contrac.tor shall c.oordinate struc.tural and other dral'<lngs that are part of the c.ontrac.t
<br />doc.uments For anc.hored, embedded or other supported items I'<hlc.h ma~ affect the structure. In
<br />oddition, the c.ontractor shall revle~ the structural dral'<ings I'<ith all other trades and bring
<br />conFlicts to the attention of the engineer of rec.ord for resolution prior to c.ontlnulng ~ork.
<br />1.1. The Intention of the pions ond speciFications is to provide 15 to provide 011 necessar~
<br />details to construct 0 complete structure. V't1en specific. InFormation is missing or In conflict,
<br />contractor sholl contac.t the Engineer of Rec.ord for clarification or resolution. Contrac.tor
<br />shall not proceed I'<ith the construc.tlon of struc.tural elements or details that ore not clear.
<br />I.B. The Engineer of Record sholl not be responsible for lo~out, dimensional errors or
<br />discreponcles resulting from the reproduc.tlon and use of contrac.t drov-<Ings for erection and
<br />shop drav-<ings. Use of c.ontrac.t drav-<Ings reproduced in I'<hole or any part in shop drol'<lngs
<br />shall not relieve the contrac.tor nor subcontractors from their responsibilit~ to aCGuratel~
<br />layout, c.oordinate, detail, fabrlGate and Install 0 complete struc..ture.
<br />
<br />2. Backfilling ond Compacting:
<br />2.1. Under slab on grade and footings, remove 50ft spots ond Foreign matter and all organic
<br />material In the sub-grade.
<br />2.2. Fill material For sub-base of slabs In grode sholl be clean sand to sllghtl~ silt~ fine sand,
<br />free of organic matter, cla~, c.obbles, trash, debris ond other unsuitab!e mat~rlals.". .
<br />2.3. Unless speciFicall~ noted otherl'<ise, Fill material sholl be ploced In maximum B high lifts of
<br />loose fill ond compaded to a minimum of '15% modified proctor dr~ densit~ per ASTM D 1551.
<br />2.4. Unless notes otherl'<lse, provide under slab on grade: A 6 MIL pol~eth~lene vapor barrier
<br />on compac.ted granulor material or compac.ted native sub-base. Vopor ~rrlers shall be
<br />unpunc.tured I'<ith 6" minimum tapped laps. Vapor barrier must not create air pockets. .
<br />Compading of Fill or existing material sholl ochieve a minimum '15% modified proctor dr~ denslt~
<br />per ASTM D 1551.
<br />
<br />3. Shallol'< Foundations:
<br />3.1. A foundation surve~ shall 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 stretched from
<br />marker to marker to veriF~ required setbacks.
<br />3.2. Foundations have been designed for an assumed bearing capocit~ of 2000 pounds per
<br />square foot (psF). Soil of this c.apacit~ hos been assumed by the Engineer of Rec.ord to be
<br />found ot the elevations indicated on the pion. The c.ontractor shall retain a Florida
<br />Registered Soils Engineer to provide testing and verlF~ that soil of this capacit~ is ovailable.
<br />3.3. All footings, slob on grade conc.rete ond mosonr~ I'< a I I filled cell concrete shall have a
<br />minimum 2B do~s compressive strength of 3000 pounds per square inch (pSi).
<br />3.4. Thickened slab and footing elevations shol'<n on these dral'<ings are based.on the .
<br />Information ovailoble ot the time of preparotlon of the design. IF actuol job site or 5011
<br />conditions vor~ from the assumed, then I'<ritten dlrec..tlons must be obtained from the Engineer of
<br />Rec.ord beFore proceeding I'<ith the I'<ork.
<br />3.5. Keep excavations contlnuall~ dr~ before concrete 15 plaGed. IF the soil 15 softened btj
<br />I'<ater, the excovatlon sholl be extended belo~ the softened material and the bottom of the
<br />slab edge/footings lo~ered to suit.
<br />3.6. Center all footings under their respec.tive columns ~r V'ialls unless oth~rl'<lse ~oted shol'<n
<br />on the plans. Maximum misplacement or eccentrlcit~ - 2. Toleration for mlslocotlon of c.olumn
<br />dOl'<els or onc.hor bolts to be per ACI or AISG standards.
<br />3.1. rlhere vertical construction Joints occur in continuous footings, provide a minimum continuous
<br />2"x4" ke~l'<a~ oc.ross joint for eoc.h 12" of depth. Horizontal joints in footings 15 not permitted.
<br />3.B. Coordinate plumbing lines I'<ith footing locations for Interference. Individual footing should
<br />be lowered I'<ith the prior approval of the Engineer of Rec.ord. Placement of conduit ond
<br />pipes In c.oncrete shall c.onform to ACI 31B section 6.3.. .
<br />3.'1. Excavating under or near In-plac.e Footings/foundations I'<hlch disturbs the compacted 5011
<br />beneath the footing/foundations 15 not permitted.
<br />
<br />4. Concrete
<br />4.1. Conc.rete mix ond placement shall be In acc.ordance I'<ith the lotest editions of ACI 301, ACI
<br />31B, and ASTM C-'14 Stondord Engineering Practices.
<br />4.2. All concrete shall hove 0 minimum compressive strength of 3000 psi at 2B da~s, unless
<br />noted otherl'<lse. Conc.rete for slobs shall be plaGed at a slump I'<ithln the range of 3" to 5".
<br />4.3. All reinforcing steel sholl be ne~ deformed bars that are free of rust, scale, and Oil and
<br />conform to ASTM A615 Grade 60, I'<ith a minimum ~Ield of 60,000 psi unless noted otherl'<lse.
<br />3" m1nlmum coverage For reinForcement in concrete placed in dired contac.t I'<ith the ground and
<br />2" minimum coverage for reinForcement in conc.rete exposed to V'ieather.
<br />4.4. No reinforcing bars sholl be cut to accommodate installation of embeds, anc.hors or other
<br />items.
<br />4.5. Earth supported slabs inc.luding exterior I'<alk ond drlvel'<a~s shall be 4" thick minimum and
<br />reinForced ~ith ASTM AIB5, 6x6-rll.4xY'll.4 V'ielded ~Ire fabric (~F) at mid slab. Fibermesh ma~
<br />be used in lieu of ~F.
<br />4.6. The addition of site I'<ater to Increase the concrete slump sholl not be permitted. SuGh
<br />prac.tlce shall be deemed just couse to reject that particular batGh of c~ncrete.
<br />4.1. Provide approved ~ater-reduclng admixture in all conc.rete conForming to ASTM C260.
<br />All other admixtures shall c.onform to ASTM C4'14 and shall be used In strid conformance I'<ith
<br />the manuFactures recommendations.
<br />4.B. The use of fl~ osh I'<ithln the mix design 15 permitted suc.h that the I'<elght of fl~ ash does
<br />not exceed 25% of the total cementatlous ~elght of the conc.rete.
<br />4.'1. For read~ mix conc.rete the maximum time permitted for complete plac.ement 15 '10 minutes.
<br />Greater times are not occ.eptable.
<br />
<br />GENERAL STRUCTURAL NOTES
<br />
<br />5. Masonr~
<br />5.1. Masonr~ units shall be 1 5/B x 15 5/B size modulor units unless noted.
<br />5.2. Units sholl be one and t~o cell blocks, standard I'<elght made type I Portlond Cement,
<br />I'<ater and opproved aggregates, shall conform to the standard Spec.iflcatlon for hollo~ lood
<br />bearing masonry units ASTM designation C'10 I'<ith a minimum compressive stren~th of 1'100 psI.
<br />5.3. Masonr~ units sholl be sal'<n, not broken, and sholl be not less than halF units, I'<here cut.
<br />An~ exposed block shall be laid in running bond pattern, mec.hanlwlly bonded by overlapping
<br />01 ternate courses.
<br />5.4. At top of load bearing masonr~ I'<alls, provide knockout bloc.k bond beams ~ith
<br />reinforcement as noted on plans.
<br />5.5. Ma5onr~ mort or shall conForm to ASTM C210 and shall be t~pe S I'<here not In c.ontac.t I'<ith
<br />the earth or t~pe M I'<here in c.ontac.t I'<ith the earth. Compression strength of mortar 1500 psI.
<br />5.6. All mortar joints for hollo~ unit masonry shall extend th~ Full I'<ldth of Face shells. Mo.rtar
<br />joints for solid masonry units sholl be Full head ond bead jOints. Mortar head and bed JOints
<br />to be 3/B" +/- I/B" thick unless notes other~ise. Exceptions: The bed jOint of the starting
<br />c.oarse over a footing may vor~ betV'ieen 1/4" to 3/4" thick.
<br />5.1. All reinforcing steel shall be ne~ deFormed bars that are Free of rvst, sc.ale, ond oil ond
<br />c.onform to ASTM A615 Grade 60, I'<ith a minimum ~Ield of 60,000 psi unless noted otherl'<lse.
<br />2" minimum cover for reinforcement placed in masonry I'<alls exposed to V'ieather, I 1/2" minimum
<br />cover for reinforcement plac.ed In masonry 1'<0115 not exposed to V'ieather. No reinForcement
<br />sholl be cut to accommodate the Installation of anc.hors, embeds or other items.
<br />5.B. Masonr~ grout shall compl~ I'<ith the fine grout requirements of ASTM C416. The slump shall
<br />be B"-IO" and the minimum c.ompressive strength shall be 3000 psi at 2B da~s.
<br />5.'1. Grouted cells sholl have vertical ollgnment sufflc.lent to maintoin on unobstruc.ted continuous
<br />vertical cell free of mortar droppings ond be c.onsolldated by puddling or vibration. Cleon
<br />inspection openings shall be provided at the bottom of each grout lift for ever~ grouted cell.
<br />5.10. Pre cost conc.rete lintels shall be manuFactured by "Cast Grete" or approved equivalent.
<br />See pions for beom schedule and locotlon.
<br />5.11. ReinForcement steel shall conform to ASTM A615, Grade 60 and shall be detailed in
<br />occ.ordance ~Ith the latest ACI 315, Manual of Standard Proctlce For detailing reinforcing
<br />conc.rete struc.tures.
<br />5.12. See attac.hed details and speciflwtlons for minimum lap splice lengths for steel
<br />re inf orcement.
<br />
<br />6.rlood
<br />6.1. All Plumbing, Electrlcol, and MeGhanicol rough-ins must be complete, inspected, and approved
<br />before requesting the framing inspection.
<br />6.2. rlood struc.tul"CIl framing members to be 1*2 Southern Yellol'< Pine (unless noted otherl'<ise)
<br />~ith a modulus of elastlc.it~ of 1,600,000 psi per NDS-'11 and a moisture content not to exceed
<br />1'1 percent at the time of Inc.orporotlon Into the building. .
<br />6.3. All V'iood including pl~v-<ood and OSB in contac.t I'<ith earth, masonry, conc.rete or In dlrec.t
<br />exposure to I'<eather shall be preservative treated. Specific use of the presevatlve
<br />treatment sholl be approved by the manuFocturer and submitted to S.E.I, for revie~ prior to
<br />construction.
<br />6.4. RooF sheathing must be installed I'<ith long dimension ac.ross the supports 1'</ clips at all
<br />edges and shall be 1/2" pl~l'<ood or 1/16" OSB, APA span rating 24/16 and exposure ratIng I
<br />unless noted otherl'<ise. Exception: Use APA span rating 32/16 pl~l'<ood at hipped rooF
<br />sections. Note: Do not overdrive fosteners Into pl~v-<ood/OSB - Anti-penetration devices must
<br />be used.
<br />6.5. Pre-engineered beoms sholl be TrusJolst, Georgia Poc.iflc or equal I'<ith a minimum
<br />ollo~able bending stress ofF 2<150 psi and modulus of elastlc.lt~ of 2,000,000 psI. Sign and
<br />sealed engineering must be forl'<arded to the Engineer of Rec.ord for revie~ prior to
<br />construc.tlon.
<br />6.6. All pre-engineered beams supporting brick veneers shall be designed I'<ith an oddltlonol
<br />!tift. load using 40 psF surfac.e area of brlc.k. Deflec.tlon shall not exceed 1/600.
<br />
<br />1. Pre-Engineered, Pre-Fabricated rlood trusses.
<br />1.1. Signed and sealed engineering truss shop dral'<lngs sholl be provided on the job site For
<br />the Inspectors.
<br />12. Individual trusses are to be designed by the truss manufac.ture per ANSI/TPI-'15 to saFel~
<br />corr~ the design loads indlc.ated on the structural pions. . .
<br />1.3. Shop dfC1l'<ings shall be submitted for revlel'< and approval by the Engineer of ~ecord prior
<br />to fabrication. Shop drol'<lngs shall Indicate: spon, pitc.h, bearing size and location, Individual
<br />plote size and locations, size/species/grode of lumber ond locations, O.c. spacing, maximum
<br />deflection ond location, truss top chord, bottom chord and I'<eb brac.ing. 6rovit~ load case
<br />design assumptions and inFormation Including; top chord live load, top chord dead load, bottom
<br />chord live load, bottom chord dead load, repetitive stress Inc.rease, durotlon stress Inc.rease,
<br />reac.tlons at beoring locations, Uplift loads case design assumptions ond InFormation including;
<br />ASCE1-'1B designation, I'<ind speed, exposure, mean rooF height, end zone, enclosure, importanc.e
<br />Fador, uplift dead load, uplift reac.tlon, ond durotlon fac.tor. Drol'<ings sholl beor the impression
<br />seal of a Florida Professional Engineer responsible for the design. The revlel'< of the shop
<br />dral'<ing shall not relieve the Contrac.tor from his responslbllit~ for seeing that the I'<ork 15
<br />completed, occurate and In compllonce I'<ith the drol'<lngs. The Engineer of Record reserves
<br />the right to make changes to the struc.turol plans ofter the shop dral'<ings have been revieV'ied.
<br />1.4. The deFlection under live load shall not exceed 1/360th of the span unless otherl'<ise noted.
<br />
<br />1.5. All lumber must be Identified I'<ith an oFFicial grade stamp.
<br />lb. Truss heel to be protec.ted I'<ith metal shield I'<hen in contoc.t I'<lth masonr~ or concrete.
<br />1.1. Temporar~ brac.lng of the rooF system shall be Installed per the Handling, Installation ond
<br />Brocing (HIB-'1I) from the Truss Plote Institute and shall remain as port of the permanent
<br />bracing.
<br />l.B. Do not notc.h, cut, remove chords or drill truss members V'iithout prior I'<ritten approval from
<br />Specialt~ Truss Engineer. .
<br />1.'1. Remove and replace trusses damaged during shipping or erection. Do not repair trusses
<br />I'<ithout I'<ritten approval of the Specialty Truss Engineer. .
<br />1.10. Connect truss to bearing I'<alls I'<ith anc.hors as specified in these drov-<ings. Submit
<br />alternate onc.hors to the Engineer of Record for approval prior to use in this project.
<br />1.11 Truss to truss connection by truss manufac.turer 1'</ speCification and location bearing the
<br />Impression seal of a Florida Professional Engineer. All connections sholl be submitted for
<br />revie~ and approval by Engineer of Rec.ord prior to c.onstruc.tion
<br />1.12. All trusses supporting brick veneers shall be designed ~ith on additional I*/ft. load using
<br />40 psF surface area of brick. Deflection shall not exceed 1/600.
<br />
<br />B. Anc.horage Notes. .
<br />B.I. It shall be the Contractors responsibilit~ to coordinate his/11er sc.hedule I'<lth the rooF truss
<br />submittal ond properl~ install the specified onchorage to compl~ I'<ith these drav-<ings.
<br />B.2. All anchorage sholl be used in strict conformance I'<ith the manufacture's speciflcotlons.
<br />Simpson Catalog C-2002 and T-Ac.horspec 5/00 unless noted otherl'<lse. .
<br />B.3. Alternate manufac.ture substitutions ~ill be c.onsldered ~Ith receipt of I'<rltten proposal,
<br />including SUGh technlc.al documentation deemed appropriate by the Engineer of Record.
<br />B.4. All truss to truss c.onnectlons are c.onsldered port of the per-engineered truss s~stem
<br />ond sholl be detailed as part of the truss shop dral'<ings. .
<br />B.5. Continuous onchoroge from framing/oearing must be provided to the foundations to resist
<br />uplift.
<br />B.o All connectors ond fosteners Installed In contact 'rl/ perservatlve treated lumber shall be
<br />approved For SUGh use by their manuFac.turer and revle~ed by S.E.I. prior to construc.tlon.
<br />
<br />10. TERMITE PROTECTION NOTES AND SPECIFICATIONS:
<br />10./. CertiFicate of Protective Treatment for prevention of termites. A I'<eather resistant
<br />jobsite posting board shall be provided to receive duplicate Treatment Certificates as ~ac.h
<br />required protective treatment is completed, providing a cop~ for the perso~ the permit 15
<br />issued to ond another cop~ for the building permit Files. The Treatment CertiFicate sh?11
<br />provide the product used Identit~ of the oppllcator, time and date of the treatment, site
<br />location, area treated, chemical used, percent concentration and number of gallons used, to
<br />establish a verifiable rec.ord of protective treatment. IF the soil c.hemic.al barrier method for
<br />termite prevention Is used, final exterior treatment shall be completed prior to final building
<br />opproval.
<br />10.2. Notice of termite protection. A permanent sign I'<hlch Identifies the termite treotment
<br />provider and need for re-inspec.tlon and treatment contract renel'<ol shall be provided. The
<br />sign shall be posted near the I'<ater heater or electric panel.
<br />10.3. In order to provide for Inspection For termite infestation, cleorance bet~een exterior I'< a I I
<br />coverings ond final eorth grade on the exterior of a building shall not be less than 6 inches
<br />I'<ith the fotlol'<ing exceptions:
<br />10.3.1. Paint or dewratlve cementitlous finish less than 5/B" thick odhered directl~ to the
<br />masonry f oundat ion I'<all.
<br />10.3.2. Ac.cess or vehicle ramps I'<hic.h rise to the Interior finish floor elevation for the I'<ldth of
<br />su(,h ramps onl~.
<br />10.3.3. A 4-lnc.h Inspec.tlon spoce obove patio ond garage slobs ond entr~ areas.
<br />10.3.4. IF the patio has been soil treoted for termites, the finish elevotlon ma~ matc.h the
<br />building interior finish floor elevations on masonry construc.tlon onl~.
<br />10.3.5. Masonry veneers.
<br />10.4. Protection against decoy and termites. Condensate lines and rooF do~n spouts sholl
<br />diSc.harge at least I Foot a~ay from the struc.ture sldeV'iall, ~hether by underg~ou.nd piping, toil
<br />extensions, or splash blocks. Gutters I'<ith dOl'<n spouts are required on all buildings I'<lth eves
<br />of less than 6-inches horizontal projec.tion, except For gable end rakes or on 0 rooF above
<br />onother roof. Irrigation / sprinkler s~stems ond risers for spra~ heods shall not be Instolled
<br />I'<ithln I Foot of the bui Iding side~all.
<br />10.5. Termite Protec.tlon. Termite protection sholl be provided by registered termitlcldes or
<br />other approved methods of termite protec.tlon lobe led for use as a preventative treatment to
<br />ne~ construction.
<br />10.5.1. The Initial chemical soil treatment for subterranean termite prevention inside the
<br />foundotlon perimeter sholl be done after all excavotlon, backfilling and compaction is complete.
<br />10.5.2. Spoce in c.onc.rete floors to be boxed out or formed for the subsequent installotlon of
<br />plumbing traps, drains or on~ other purpose sholl be created by using plastic or metol
<br />permanentl~ plac.ed forms of sufficient depth to eliminate an~ planned soil disturbance ofter
<br />Initial chemical 5011 treatment.
<br />10.5.3. Chemlc.all~ treated soil shall be protec.ted v-<ith a minimum 6 mil vapor retarder to
<br />protect against rainFall dilution. IF ralnfoll occurs before vapor retorder placement,
<br />retreatment is required. Any ~ork, Including placement of reinforcement steel, done oFter
<br />chemical treatment until the conc.rete 15 placed, shall be done in suc.h manner as to ovoid
<br />penetroting or disturbing treated soil.
<br />10.5.4. Concrete overpour or mortar accumuloted olong the exterior foundation perimeter shall
<br />be removed prior to the oppllcatlon of exterior c.hemlcal soil treotment.
<br />10.5.5. Chemlc.al soil treatments shall also be opplled under all exterior conc.rete or grade
<br />I'<ithin I foot of the primar~ structure side 1'<0115. Aiso, a vertical chemical borrier shall be
<br />applied promptl~ after construc.tlon 15 completed, Inc.ludlng Initlol. landscaping and Irrigation /
<br />sprinkler installation. Any soil disturbed after the chemical vertlcol barrier Is applied sholl be
<br />promptl~ retreated.
<br />10.5.6. This strvc.ture sholl have pre-construc.tion treatment protection against subterraneon
<br />termites. The rules ond lal'<s as established by the Florida Deportment of Agriculture ond
<br />Consumer Servlc.es shall be deemed 05 opproved I'<ith respect to pre-construction soil
<br />treatment. A certlflc.ate of c.ompllance sholl be issued to the building department by the
<br />IIc.ensed pest control compony that contains the follol'<lng statement: liThe building has rec.elved
<br />a complete treatment for the prevention of subterronean termites. Treatment In ac.c.ordance
<br />~ith rules and lows established by the Florida Department of Agriculture and Consumer
<br />Services."
<br />10.0. Penetration. Protec.tlve sleeves around metallic. piping penetrating conc.rete
<br />slab-on-grade floors sholl not be of cellulose-containing materials and sholl receive
<br />apptic.atlon of a termiticides in annular spoce betl'<een sleeve and pipe.
<br />10.1. After all I'<ork is c.ompleted, loose V'iood and debris shall be completel~ removed from
<br />under the building ond I'<ithln I foot thereoF. All I'<ood forms and supports shall be complete
<br />removed. This Includes, but is not limited to: ~ooden grade stakes, forms, controc.tion spac.ers,
<br />tub trap boxes, plumbing supports, brocing, shoring, forms, or other cellulose-contoinlng material
<br />placed In any location I'<here SUGh materials are not clearly visible and readil~ removable prior
<br />to the completion of the I'<ork. rlood sholl not be stored In contac.t I'<ith the ground under any
<br />building.
<br />10.B. No I'<ood, vegetotlon, stumps, dead-roots, cordboord, trash, or other cellulose-c.ontainlng
<br />material sholl be burled on the building lot I'<ithin 15 Feet of an~ building or the position of an~
<br />building proposed to be built.
<br />10.'1. Termite protection sholl be provided by floor framing of naturall~ durable ~ood,
<br />preservative-treated ~ood, soil treatment or other approved methods.
<br />
<br />prior to construction.
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<br />AREA:
<br />LIVING: 1211 S,f,
<br />GARAGE: 400 S,f,
<br />PORCH: 128 S,f
<br />TOTAL: 1l3C1 S,f,
<br />
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<br />:;.0:; p... .
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<br />i~!:hl ~~jg h~
<br />~~8gi~~ <~~ ~~~
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<br /> ...J
<br /> U.
<br /> ~
<br />UJ Z
<br />(j) :)
<br />::;) 0
<br />0 0
<br />J: 0
<br />0 0
<br />UJ (j)
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<br /> Z
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<br /> 0
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<br /> . . (j
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<br /> w
<br /> Q Q
<br /> SHEET
<br /> 52
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<br />
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