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SECTION 1816 <br />TERMTE PROTECTION <br />1816.1 Termite protection, Termite protection shall be provided by registered termiticides, including soil -applied pesticides, baiting <br />systems and pesticides applied to wood, or other opproved methods of termite protection labeled for use as o preventative treatment to new <br />construction, See Section 202, Registered Termiticide. Upon completion of the application of the termite protective treatment, a <br />certificate of compliance shall be issued to the building department by the licensed pest control company that contains the following <br />stotement: "The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with <br />rules and laws established by the Florida Deportment of Agriculture and Consumer Services." <br />1816.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil treatment inside the foundation <br />perimeter shall be done after all excavation, backfilling and compaction is complete. <br />1815.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall be <br />retreated with a chemical soil treatment, including spaces boxed or formed. <br />1816.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed for the subsequent <br />installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal permanently placed forms of <br />sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment. <br />1816.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6 <br />millimeter vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is <br />required. Any work, including placement of reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be <br />done in such manner as to avoid penetrating or disturbing treated soil. <br />1815.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior <br />foundation perimeter shall be removed prior to exterior chemical soil treatment to enhance vertical penetration of the chemicals. <br />1816.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterior <br />concrete or grade within 1 foot (305 mm) of the primary structure sidewolls. Also, ❑ vertical chemical barrier shall be applied promptly <br />after construction is completed, including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the <br />chemical vertical barrier is applied shalt be promptly retreated. <br />1815.1.7 If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention, Sections <br />1816,1,1 through 1816.1.6 do not apply; however, a signed contract assuring the installation, maintenance and monitoring of the baiting <br />system for a minimum of 5 years from the issue of the certificate of occupancy shall be provided to the building official prior to the <br />pouring of the slab, and the system must be installed prior to final building approval. If the baiting system directions for use require a <br />monitoring phase prior to installation of the pesticide active ingredient, the instollotion of the monitoring phase components shall be <br />deemed to constitute installation of the system. <br />1816.1.8 If a registered termiticide formulated and registered n c ula d a e iste ed as a wood treatment is used far subterranean termite prevention, Sections <br />9 9 P <br />1816.1.1 through 1816.1.6 do not apply. Application of the wood -treatment termiticide shall be as required by label directions for use, <br />and must be completed prior to final building approval. Changes in framing or additions to framing in areas of the structure requiring <br />treatment that occur after the initial wood treatment must be treated prior to final building approval. <br />1815.2 Penetration, <br />1816.2.1 Protective sleeves around metallic piping penetrating concrete slab -on -grade floors shall not be of cellulose -containing <br />materials. <br />1816.2.2 If soil treatment is used for subterranean termite protection, the protective sleeve shall meet the fallowing minimum <br />requirements: <br />1. The sleeve shall hove a nominal thickness of 0.025 inch. <br />2. The sleeve shall be sized for the pipe. <br />3. The sleeve shall be sealed within the slab using a noncorrosive mechanical clamping device to eliminate the annular space between the <br />Pipe and pipe sleeve. <br />a"x a"x 16" C.M.U. <br />3/16" x 1-3/4" TAPCON FASTENERS <br />INTO CONCRETE BLOCK <br />ADHESIVE SEALENT BOTH SURFACES <br />PRIOR TO ATTACHING BUCK TO CONC. BLK. <br />1/2" DRYWALL <br />I" P.T. <br />8"x I" SELF THREADING PHILLIPS FLAT HEAD <br />CADMINUM PLATE SCREWS 24" O.C. MAX, <br />WITHIN 4" OF CORNER <br />3/16"x 1-3/4" TAPGON FASTENERS <br />INTO CONCRETE BLOCKS <br />GAULKING <br />MARBLE STOOL <br />1/2" DRYWALL ON Ix 3 P.T. <br />FURRING a 16" O.C. <br />PRECAST SILL <br />a"x 8"x 1(0 " G.M.U. <br />WINDOWS <br />DOOR 4 WINDOW ATTACHMENT OrETA I L3 <br />i <br />EXISTING ROOF TRUSSES <br />/ <br />/ <br />R-30 INSUL.(MIN,) <br />/ <br />— — — — — — — — — — — — — — — - <br />Ib 1/2" EXT. GYPSUM BRD. <br />/ <br />TOP COURSE a"X a" <br />X 16" GONG. "U" BLOCK <br />FILLED W/CONC. <br />\ I RE-INF. W/1 85 REBAR <br />o I CONT. <br />\\ \ I I <br />TEXTURED STUCCO OVER CMU'S <br />TOP COURSE <br />a"X0"X1ro" CONC. <br />K.O. BLOCK W/ <br />• <br />POURED GONG. 8 <br />',•: <br />1-05 REBAR CONT. <br />PRECAST GONG. LINTEL <br />or POWERS STEEL LINTEL <br />W/ *5 POURED SOLID <br />AM. WINDOW <br />RBLE SILL <br />=CAST coNc. SILL <br />*5 DWL. <br />W/ 10" <br />Z <br />STD. HOOK <br />d <br />UJ <br />z <br />L6 <br />N <br />Z� <br />N <br />a <br />(2)05 REBAR CONT. <br />(3" MIN. COVER) <br />PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF SHEATHING" PER <br />TECHNICAL NOTE *R275A 1G -24 "-DOUBLE PLY CLIP THE SIDE <br />ADJACENT TO THE FULL WIDTH PANEL - NONE REQUIRED AT RIDGE <br />OR HIP. 12" TO 16" - LUMBER ONLY BLOCKING (2x4) FLAT WISE OR <br />ENDWISE ON THE SIDE ADJACENT TO THE FULL WIDTH PANEL NONE <br />REQUIRED AT RIDGE OR HIP. FOR PLYWOOD SHEATHING 12" OR LESS <br />- LUMBER ONLY BLOCKING, (2x4) FLAT WISE OR EDGEWISE ON BOTH <br />PANEL EDGES. <br />SHINGLES PER SPECIFICATIONS (W/ ro <br />FASTENERS PER SHINGLE) OVER *30 <br />ROOFING FELT ON 5/a" PLYWOOD OR <br />OSB W/H-CLIPS ON PRE-ENGINEERED <br />WOOD TRUSSES a 24"O.G. (FOR NAILING <br />SCHEDULE SEE SHEET 52C) <br />ALUM, DRIP <br />0 <br />N <br />SEE ELEVATIONS <br />FOR ROOF SLOPE <br />y <br />W <br />fa <br />HURRICANE ANGHORS R-113 INSUL.(MIN.) <br />° <br />(SEE ROOF PLAN) <br />a <br />G <br />•• <br />u <br />N <br />AMAM <br />r,,, CLG. HGT. <br />o <br />0 <br />H <br />5/a" DRYWALL CLG. <br />a <br />W <br />H <br />TOP COURSE S"X 8" <br />I <br />q" STUCCO ON X Iro" GONG. "U" BLOCK <br />} <br />EDGE G 4LV. LATH ON FILLED W/GONG, <br />m <br />#15 FELT RE-INF. W/1 5 REBAR <br />CONT. <br />a <br />SCREEN <br />z Q <br />" PL UJOOD VENT <br />o <br />AT EACH CORNER 8 Q <br />��' <br />SPACING SHOWN ON <br />FOUNDATION PLAN, <br />Z <br />., <br />POUR 8 FILL BLK. CELL <br />I <br />VERTICALLY W/1 *5 <br />REBAR CONT. TIED TO <br />TOP COURSE REBAR 801 <br />m <br />4" TO STEEL IN FTG. <br />a, ' o <br />� � o <br />N <br />o <br />`1 <br />m <br />O <br />I <br />> O <br />c0 3 <br />a C <br />O p <br />C <br />TEXTURED STUCCO OVER CI`1U'S <br />m <br />H <br />N <br />s� <br />AT EACH CORNER t a <br />- <br />M <br />SPACING SHOWN ON <br />ku- <br />FOUNDATION PLAN, <br />POUR E FILL BLK. CELL <br />�4 <br />d <br />N <br />I <br />VERTICALLY W/1 *5 <br />I 1/2" GYPSUM DRYWALL <br />REBAR CONT. TIED TO <br />OVER 2" P.T. FURRING <br />TOP COURSE REBAR 4lro" <br />O.C. W/3/4" EXP. <br />_ <br />TO STEEL IN FTG. <br />POLYSTYRENE INSUL. <br />�i N <br />BETWEEN FURRING OR <br />rFOIL INSULATION <br />3 <br />= <br />V � <br />Y <br />8 X a X 16 CONCRETE <br />d <br />Z v o <br />� � <br />I <br />*5 DWL.-i I BLOCKS W/ HORIZONTAL <br />� <br />W/ 10 Z LADDER RE-INF. 6 Ira" <br />U ;a N <br />STD. HOOK O.C. IN SHEAR PANELS <br />U <br />Li <br />0 <br />Ld <br />GYPSUM DRYWALL <br />3 <br />F.F. ELEV. <br />I1/2" <br />OVER 2" P.T. FURRING 6 <br />16" O.C. W/3/4" EXP. <br />Z 3000 PSI CONC. <br />� 6"x 6"x 10/lyd E.W.W. MESH RE <br />NFORCING REQUIRED <br />POLYSTYRENE INSUL. <br />cv THROUGHOUT THE CONCRETE <br />SLAB OR FIBER MESH <br />BETWEEN FURRING OR <br />rFOIL INSULATION <br />PER SECTION 1911.2, 2004 FL <br />RIDA BUILDING CODE. <br />(2)#5 REBAR GONT. <br />5 X a X lro CONCRETE <br />(3" MIN. COVER) 1 -6° <br />ro MIL. VAP. BARRIER <br />A <br />I <br />BLOCKS W/ HORIZONTAL <br />LADDER RE-INF. 6 16" <br />V <br />O.C. IN SHEAR PANELS <br />t C <br />iT*1015 (® <br />LWo4LL SECT <br />M <br />I F4 I <br />oil J� F.F. ELEV. <br />— — -- -- -- — — — <br />IRJ <br />300>a PSI CONC. <br />6"x 6"x 10/10 E.W.W. MESH RE NFORCING REQUIRED <br />THROUGHOUT THE CONCRETE SLAB OR FIBER MESH <br />/ PER SECTION 1'311.2, 2004 FLORIDA BUILDING CODE. <br />6 MIL. 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