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APPRnVFO PRn01 JnT LIST
<br />PRODUCT
<br />CATEGORY
<br />5UB-CATEGORY
<br />MANUFACTURER
<br />STATE OF FLORIDA
<br />APPROVAL NUMBER
<br />STRUCTURAL
<br />COMPONENT
<br />CONCRETE LINTEL
<br />CAST CRETE
<br />FL156.1
<br />ROOFING
<br />SHINGLE
<br />GAF MATERIALS CORPORATION
<br />FL10124.1
<br />CLADDING
<br />VINYL SOFFIT 05
<br />AMERICAN CONSTRUCTION METALS
<br />FL1201q.1
<br />ROOFING
<br />UNDERLAYMENT
<br />GAF MATERIAL CORP
<br />FL10626.1
<br />ROOFING
<br />RIDGE VENT
<br />SOUTH EASTERN METAL MFG. CO.
<br />FL16gg4.2
<br />5EE PAGE Al FOR KNDON AND DOOR APPROVAL CODES
<br />1. DIMEN51ONED LUMBER SHALL BE DRE55ED 545, AND SHALL BEAR
<br />THE GRADE STAMP OF THE MANUFACTURE65 ASSOCIATION.
<br />2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP.
<br />3. LUMBER GRADES OR BETTER, WITH SINGLE MEMBER
<br />(UNFACTORED) 5TRE55E5 AS FOLLOWS:
<br />Fv - q0 PSI
<br />Fc = 1.450 P51
<br />E = 1,600,000 P51
<br />1 q% MAXIMUM M015TURE CONTENT
<br />B. ALL FRAMING LUMBER SHALL BE #2 SPRUCE -PINE -FIR OR
<br />BETTER U.N.O.
<br />C. INTERIOR LOAD BEARING (IF APPLICIBLE) YVALL5 SPACED AT 1611 OG
<br />AND LE55 THAN &'-0 IN HEIGHT SHALL BE STUD GRADE,
<br />5PRUGE-PINE-FIR OR BETTER.
<br />D. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE
<br />OR BETTER. STUDS SHALL BE AT 24" O.G. WITH P.T. BOTTOM PLATE.
<br />4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE
<br />PRE55URE TREATED.
<br />5. PRE55URE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA
<br />SALT TREATMENT IN ACCORDANCE WITH F.5. 11-W-511 AND BEAR
<br />THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2.
<br />6. PLYWOOD FOR ROOF AND WALL5 SHALL BE 1/16" (MIN.) APA
<br />RATED SHEATHING EXTERIOR GLUE. ALL ROOF 5HEATHING TO
<br />INSTALLED WITH PLYCLIP5 (MAXIMUM 24" O/C). (SEE PLANS
<br />FOR SHEATHING THICKNESSES.)
<br />1. ROOF 5HEETING SHALL BE NAILED AS PER DETAIL ON PAGE (5)
<br />6. WALL 5HEETING SHALL BE NAILED WITH bd COMMONS @ 4" OG
<br />AT EDGE AND 12" OG INTERMEDIATE HARDBOARD LAP SIDING
<br />OVER 5HEETING NAILED SHALL BE 10d GALV. WITH MIN. HEAD
<br />VIA. OF 0.240 INCH 5TAGGARD @ 16" OC TOP & BOTT.
<br />q. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 @
<br />MID -HEIGHT, AND 5HEATHING JOINT. BRACE GABLE END
<br />WALLS AT 4'-0 OG WHERE WALL FRAMING 15 NOT CONTINUOUS
<br />FORM FOUNDATION TO ROOF, OR AS 5HOWN ON DRAY4ING5.
<br />10. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN
<br />INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS
<br />EXP05ED TO THE EXTERIOR SHALL BE GALVANIZED.
<br />11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED
<br />BY 51MP50N STRONG TIE CO., HUGHES MANUFACTURING, OR
<br />EQUIVALENT. SUBMIT GUT SHEETS FOR ALL CONNECTION
<br />HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE
<br />FILLED OR AS PRESCRIBED BY THE MANUFACTURER.
<br />SECTION R311
<br />PROTECTION OF WOOD AND WOOD
<br />BASED PRODUCTS AGAINST DECAY
<br />R.311.1 Location required. Protection of wood and wood
<br />based products from decay shall be provided in the following
<br />locations by the use of naturally durable wood on wood that Is
<br />preservative -treated in accordance with AWPA UI for the species,
<br />product, preservative and end use. Preservatives shall be
<br />listed in Section 4 of AWPA UI.
<br />1. Wood joist or the bottom of wood structural floor
<br />when closer than 18 Inches (451 mm) or wood girders
<br />when closer than 12 Inches (305 mm) to the exposed
<br />ground in crawl spaces or unexcavated area located
<br />within the periphery of the building foundation.
<br />2. all wood framing members that rest on concrete or
<br />masonry exterior foundation walls and are less than 8
<br />Inches (203 mm) from the exposed ground.
<br />3. Sills and sleepers on a concrete or masonry slab that is in
<br />direct contact with the ground unless separated from
<br />such slab by an impervious moisture barrier.
<br />4. The end of wood girders entering exterior masonry or
<br />concrete walls having clearances of less than 1/2 inch
<br />(12.1 mm) on tops, sides and ends.
<br />5. Wood siding, sheathing and wall framing on the exterior
<br />of a building having clearance of less than 6 inches(152 mm)
<br />from the ground or less than 2 inches (51 mm) measured
<br />vertically from concrete steps, porch slabs, patio slabs, and
<br />similar horizontal surfaces exposed to the weather.
<br />6. Wood structural members supporting moisture -permeable
<br />floors or roofs that are exposed to the weather, such
<br />as concrete or masonry slabs, unless separated from such
<br />floor or roofs by an Impervious moister barrier.
<br />1. Wood furring strips or other wood framing members
<br />attached directly to the interior of exterior masonry walls
<br />or concrete walls bellow grade except where an approved
<br />vapor retarded Is applied between the wall and the furring
<br />strips or framing members.
<br />R311.1.1 FIELD TREATMENT. Field -cut ends, notches and
<br />drilled holes of preservative -treated wood shall treated in
<br />the field in accordance with AWPA M4.
<br />R311.1.2 GROUND CONTACT. All wood in contact with the
<br />ground, embedded In concrete in direct contact with the
<br />ground or embedded in concrete exposed to weather that
<br />supports permanent structures intended for human occupancy
<br />shall be approved pressure -preservative -treated wood suitable
<br />for ground contact use, except untreated wood may be used
<br />where entirely below groundwater level or continuously submerged
<br />in fresh water.
<br />R311.1.3 GEOGRAPHICAL AREAS. In geographical areas
<br />where experience has demonstrated a specific need,
<br />approved naturally or pressure -preservative -treated
<br />wood shall be used for those portions of wood members that
<br />form the structural supports of buildings, balconies, porches
<br />or similar permanent building appurtenances when those
<br />members are exposed to the weather without adequate protection
<br />from a roof, eave, overhang or other covering that would prevent
<br />moisture or water accumulation on the surface or at joints
<br />between members. Depending on local experience, such members
<br />may include:
<br />1. Horizontal members such as girders, joist and decking
<br />2. Vertical members such as post, poles and columns.
<br />3. Both horizontal and vertical members.
<br />R311.1.4 wood columns. Wood columns shall be
<br />approved wood of natural decay resistance or approved
<br />pressure -preservative -treated wood.
<br />EXCEPTIONS:
<br />1. Columns exposed to weather or in basements
<br />When supported by concreted piers or metal
<br />Pedestals projecting 1 inch (152 mm) above a
<br />Concrete floor or 6 inches (152 mm) above
<br />Exposed earth and the earth is covered by an
<br />Approved impervious moisture barrier.
<br />2. Columns in enclosed crawl space or unexcavated
<br />areas located within the periphery of the building
<br />when supported by a concreted pier or metal pedestal
<br />at a height more than 8 inches (203 mm) from exposed
<br />earth and the earth is covered by an impervious
<br />moister barrier.
<br />R.317.5 Fasteners and connector in contact with preserva
<br />-tive-treated and fire -retardant -treated wood. Fasteners
<br />and connectors in contact with preservative -treated wood
<br />and flre-retardant-treated wood shall be in accordance
<br />with this section. The coating weights for zinc -coated
<br />fasteners shall be in accordance with A5TM A 153.
<br />R.317.3.1 Fasteners for preservative -treated wood.
<br />Fasteners for preservative -treated wood shall be of hot
<br />dipped zinc -coated galvanized, stainless steel, silicon
<br />bronze or copper. Coating types and weights for
<br />connectors in contact preservative -treated wood shall
<br />be in accordance with the connector manufacturer's
<br />recommendations. In the absence of manufacturer's
<br />recommendations, a minimum of A5TM A 653 type G155
<br />zinc -coated galvanized steel, or equivalent, shall be used.
<br />1. One -half -inch (12.1 mm) diameter or greater steel bolts.
<br />2. Fasteners other than nails and timber rivets shall
<br />be permitted to be of mechanically deposited zinc
<br />coated steel with coating weights in accordance
<br />with A5TM B 05, Class 55 minimum.
<br />R.311.3.2 Fastenings for wood foundations. Fastening for
<br />wood foundations shall be as required in AF&PA PWF.
<br />R.311.3.3 Fasteners for fire -retardant -treated wood used in
<br />exterior applications or wet or damp locations. Fasteners
<br />for fire -retardant -treated wood used in exterior applications
<br />R.311.3.2 Fastenings for wood foundations. Fastening for
<br />wood foundations shall be as required in AF&PA PWF.
<br />R.311.3.3 Fasteners for flre-retardant-treated wood used in
<br />exterior applications or wet or damp locations. Fasteners
<br />for flre-retardant-treated wood used in exterior applications
<br />or wet or damp locations shall be of hot dipped zinc -coated
<br />galvanized, stainless steel, silicon, bronze or copper. Fasteners
<br />other than nails and timber rivets shall be permitted to be
<br />of mechanically deposited zinc coated steel with coating
<br />weights in accordance with ASTM B 695, Glass 55 minimum.
<br />R.311.3.4 Fasteners for flre-retardant-treated wood used In
<br />Interior applications. Fasteners for flre-retardant-treated wood
<br />used in Interior location shall be in accordance with the
<br />manufacturer's recommendations. In the absence of
<br />manufacturer's recommendations, Section R311.3.3 shall apply.
<br />R311.4 Wood/Plastic composites. Wood plastic composites used in
<br />exterior deck boards, stairs treads, handrails and guardrail
<br />system shall bear a label Indicating the required proformance
<br />level and demostrating compliance with the provisions of
<br />A5TM 01032.
<br />SECTION R315
<br />PROTECTION AGAINST TERMITES
<br />R318.1 Termite Protection. Termite protection shall be provided
<br />by registered termiticides, including soil applied pesticides,
<br />baiting systems, and pesticides applied to wood, or other approved
<br />methods of termite protection labeled for use as a preventive
<br />treatment to new construction. See Section 202. REGI5TERED
<br />TERMITICIDE5. Upon completion of the application of the termite
<br />protective treatment, a Certificate of Compliance shall be issued
<br />to the building department by the licensed pest control company
<br />that contains the following statement: "The building has recieved
<br />a complete treatment for the prevention of subterranean termites.
<br />Treatment Is in accordance with the rules and laws established
<br />by the Florida Department of Agriculture and Consumer Service."
<br />R316.1.1 If soil treatment used subterranean termites prevention,
<br />the initial chemical soil treatment inside the foundation perimeter
<br />shall be done after all excavation, backfilling, and compaction
<br />is complete
<br />R318.1.2 If soil treatment is used for subterranean termites prevention,
<br />soil area disturbed after initial chemical soil treatment shall be
<br />retreated with a chemical soil treatment, Including spaced boxed or
<br />formed.
<br />R318.1.3 If soil treatment Is used for subterranean termites prevention,
<br />space in concrete floors boxed out or formed for the subsequent
<br />installation of plumbing traps, drains, or any other purpose shall be
<br />created by using plastic or metal permanently placed forms of sufficent
<br />depth to eliminate any planned soil disturbance after initial chemical
<br />soil treatment.
<br />R315.1.4 If soil treatment is used for subterranean termites prevention,
<br />chemically treated soil shall be protected with a minimum 6 mil vapor
<br />retarder to protect against rainfall dilution. If rainfall occurs before vapor
<br />retarder placement, retreatment is required. Any work, including
<br />placement of reinforcing steel, done after chemical treatment until the
<br />concrete floor Is poured, shall be done in such a manner as to avoid
<br />penetrating or disturbing treated soil.
<br />R318.1.5 If soil treatment is used for subterranean termites prevention,
<br />concrete overpour or mortar accumulated along the exterior foundation
<br />perimeter shall be removed prior to exterior chemical soil treatment, to
<br />enhance vertical penetration of the chemicals.
<br />R316.1.6 If soil treatment is used for subterranean termites prevention,
<br />chemical soil treatment shall also be applied under all exterior concrete
<br />or grade within 1 foot (305mm) of the primary structure sidewalls. Also,
<br />a vertical chemical barrier shall be applied promptly after construction is
<br />completed, Including initial landscaping and irrigation/sprinklers installation.
<br />Any soil disturbance after the chemical vertical barrier is applied shall be
<br />promptly retreated.
<br />R318.1.1 If a registered termiticide formulated and registered as a bait
<br />system is used for subterranean termite prevention. Section R316.1.1
<br />through Section R315.1.6 do not apply; however, a signed contract
<br />assuring the installation, maintenance, and monitoring of the baiting
<br />system for a minimum of five years from the issue of the Certificate
<br />of Occupancy shell be provided to the building official prior to the
<br />pouring of the slab, and the system must be installed prior to final
<br />building approval.
<br />If the baiting system directions for use require a monitoring phase
<br />prior to installation of the pesticide active ingredient, the installation
<br />of the monitoring phase components shall be deemed to constitute
<br />R315.1.8 If a registered termiticide formulated and registered as a
<br />wood treatment is used for subterranean termite prevention, Sections
<br />R316.1.1 through R318.1.6 do not apply. Application of the wood
<br />termiticide shall be as required by label directions for use, and must
<br />be completed prior to final building approval.
<br />R315.2 Penetration. Protective sleeves around piping penetration concrete
<br />slab -on -grade floors shall not be of cell u lose-containg material. If soil
<br />treatment is used for subterranean termite protection, the sleeve shall
<br />have a maximum wall thickness of 0.010 inch (0.25 mm)n and be sealed
<br />within the slab using a non -corrosive clamping device to eliminate the
<br />annular space between pipe and sleeve. No termiticide shall be applied
<br />Inside the sleeve.
<br />R318.3 Cleaning. Cells and cavities in masonry unites air gaps between
<br />brick, stone or masonry veneers and the structure shall be cleaned of all
<br />non -preservative treated or non -naturally durable wood, or other
<br />cellulose -containing material prior to concrete placement.
<br />Exception: Inorganic material manufactured for closing cells In
<br />foundation concrete masonry unit construction or clean earth fill
<br />placed in concrete masonry unit voids below slab level before termite
<br />treatment is performed.
<br />R318.4 Concrete bearing ledge. Brick, stone or other veneer shall be
<br />supported by a concrete bearing ledge at least equal to the total
<br />thickness of the brick, stone or other veneer which is poured integrally
<br />with the concrete foundation. No supplemental concrete foundation pours
<br />which will create a hidden cold joint shall be used without supplemental
<br />treatment in the foundation unless there Is an approved physical barrier.
<br />An approved physical barrier shall be also be Installed from below the
<br />wall sill plate or first block course horizontally to embed in a mortar joint.
<br />If masonry veneer extends below grade, a termite protective treatment must
<br />be applied to the cavity created between the veneer and the foundation,
<br />in lieu of a physical barrier.
<br />Exception: Veneer supported by a structural member secured to
<br />the foundation sidewall in accordance with AC1530/A5CE5/TM5 402,
<br />provide at least a 6 inch (152mm) clear inspection space of the
<br />foundation sidewall exterior exist between the veneer and the top
<br />of any soil, sod, mulch, or other organic landscaping component,
<br />deck, apron, porch, walk or any other work immediately adjacent
<br />to or adjoining the structure.
<br />R316.5 Foam plastic protection. In areas where the probability of termite
<br />infestation Is "very heavy" as indicated in Figure R301.2(b), extruded
<br />and expanded polystyrene, polyisocyan u rate and other foam plastics
<br />shall not be installed on the exterior face or under interior or exterior
<br />foundation walls or slab foundation located below grade. The clearance
<br />between foam plastics installed above grade and exposed earth shall be
<br />at least 6 inch (152mm).
<br />EXCEPTIONS:
<br />1. Building where the structural members of the walls, floors, ceilings,
<br />and roofs are entirely of noncombustible material or pressure -
<br />preservative -treated wood.
<br />2. When in addition to the requirements of Section R316.1, an appoved
<br />method of protecting the foam plastics and structure from
<br />subterranean termites damage is used.
<br />3. On the interior side of basement walls.
<br />R318.6 Protection against decay and termites. Condensate lines, Irrigation/
<br />sprinkler system risers for spray heads, and roof downspouts shall discharge
<br />at least 1 foot (305mm) away from the structure sidewalis, whether by
<br />underground piping, tail extensions, or splash blocks. Gutter with downspouts
<br />are required on all buildings with eaves of less than 6 inch (152mm)
<br />horizontal projection except for gable end rakes or on a roof above another
<br />roof.
<br />R318.1 Preparation of building site and removal of debris.
<br />R318.1.1 All building sites shall be graded to provide drainage under all
<br />portions of the building not occupied by basements.
<br />R316.1.2 The foundation and the area encompassed within 1 foot (305mm)
<br />therein shall have all vegetation, stumps, dead roots, cardboard, trash
<br />and foreign materials removed and the fill material shall be free of
<br />vegetation and foreign material. The fill shall be compacted to assure
<br />adequate support of the foundation.
<br />R318.1.3 After all work Is completed, loose wood and debris shall be
<br />completely removed from under the building and within 1 foot (305mm)
<br />thereof. All wood forms and supports shall be completely removed. This
<br />Includes, buy is not limited to: wooden grade stakes, forms, contraction
<br />spacers, tub trap boxes, plumbing supports, bracing, shoring, forms or
<br />other cellulose -containing material placed in any location where such
<br />materials are not clearly visible and readily removable prior to completion
<br />of the work. Wood shall not be stored in contact with the ground under
<br />any building.
<br />NAILING SCHEDULE
<br />CONNECTION
<br />CONNECTION
<br />CONNECTION
<br />J015T TO BAND JOIST -FACE NAIL
<br />ibd COMMON
<br />3
<br />JOIST TO SILL OR GIRDER -TOE NAIL
<br />8d COMMON
<br />3
<br />BRIDGING TO J015T-TOE NAIL EACH END
<br />8d COMMON
<br />2
<br />LEDGER STRIP
<br />16d COMMON
<br />3 ® EACH JOIST
<br />1 Xb 5UB-FLOOR OR LESS TO EACH JOIST
<br />FACE NAIL
<br />8d COMMON
<br />2
<br />OVER 1X6 SUB- FLOOR TO EACH JOIST
<br />8d COMMON
<br />3
<br />2" 5UB-FLOOR TO JOIST OR GIRDER
<br />16d COMMON
<br />2
<br />SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL
<br />1bd COMMON
<br />16" O.G.
<br />TOP OR 50LE PLATE TO STUD -END NAILED
<br />ibd COMMON
<br />2
<br />STUD TO SOLE PLATE -TOE NAILED
<br />8d COMMON
<br />4
<br />DOUBLE STUDS -FACE NAIL
<br />10d COMMON
<br />24" O.G.
<br />DOUBLE TOP PLATES -FACE NAIL
<br />10d COMMON
<br />TOP PLATE5,LAP & INTERSECTIONS,FACE NAIL
<br />(2) 16d OR (3) 10d COMMON
<br />CONTINUOUS HEADER, (2) PIECES
<br />16d COMMON
<br />16" O.G. ALONG EACH EDGE
<br />CEILING JOIST TO TOP PLATE,TOE NAIL
<br />8d COMMON
<br />3
<br />CONTINUOUS HEADER TO 5TUD,TOE NAIL
<br />Bd COMMON
<br />3
<br />GLG. JOIST, LAPS OVER PARTITION, FACE NAIL
<br />(3) 16d OR (4) 10d COMMON
<br />GLG. JOIST TO PARALLEL RAFTERS, FACE NAIL
<br />(3) 16d OR (4) 10d COMMON
<br />RAFTER TO PL.ATE,TOE NAIL
<br />8d COMMON
<br />3
<br />1" BRACE TO EACH STUD AND PLATE,FACE NAIL
<br />8d COMMON
<br />2
<br />1X8 SHEATHING OR LESS TO EACH BEARING
<br />FAr-F NAIL
<br />8d COMMON
<br />2
<br />OVER 1X8 SHEATHING TO AEGH BEARING
<br />FA E NAIL
<br />8d COMMON
<br />3
<br />BUILT-UP CORNER STUDS
<br />16d COMMON
<br />224" O.G.
<br />BUILT-UP GIRDERS AND BEAMS OF (3) MEMBERS
<br />20d COMMON
<br />7
<br />ENDS AND TOPAGH 5POGA AND STAGGERED (2)
<br />2' PLANKS
<br />1bd COMMON
<br />(2) AT EACH BEARING
<br />STUDS TO SOLE PLATE,END NAIL
<br />16d COMMON
<br />(2) AT EACH END
<br />WOOD 5TRUCTUAL PANEL AND PARTICALBOARD SUBFLOORING (SEE NOTE #5)
<br />15/32',1/2
<br />bd GOMMON,ANNULAR OR SPIRAL THREAD
<br />6"O.C. EDGES & 12" O.G. INTERMEDIATE
<br />1 W37,3/4"
<br />8d COMMON OR bd ANNULAR,OR SPIRAL THREAD
<br />b"O.G. EDGES & 12" O.G. INTERMEDIATE
<br />1",1-1/8"
<br />10d COMMON OR 8d ANNULAR,OR SPIRAL THREAD
<br />6"O.C. EDGES & b"O.G. INTERMEDIATE
<br />15/52",1/2
<br />4" O.G. EDGES & 7" O.G. INTERMEDIATE
<br />WOOD STRUCTURAL PANEL AND PARTICALBOARD ROOF & Y IAL.L SHEATHING
<br />112" OR LESS
<br />8d RIN65HANK
<br />4"O.C. EDGES & 6" O.G. INTERMEDIATE
<br />9/32" OR GREATER
<br />8d RINGSHANK
<br />4"O.G. EDGES & 6" O.G. INTERMEDIATE
<br />5/16"-V2"
<br />4" O.G. EDGES & 8" O.G. INTERMEDIATE
<br />19/32%514"
<br />2" O.G. EDGES & 5" O.G. INTERMEDIATE
<br />1/2" PLYWOOD SHEATHING'
<br />1-1/2" GALV.ROOFING NAIL OR 8d RIN65HANK
<br />4"O.C. EDGES & 6" O.G. OTHER BEARING
<br />1/16" 055 SHEATHING'
<br />1-5/4" GALV.ROOFING OR 6d RIN65HANK
<br />4"O.G. EDGES & 6" O.G. OTHER BEARING
<br />1/2" GYPSUM SHEATHING
<br />11 GA. 1.1/2 GALV. VWl/16" HEAD
<br />4"O.C. EDGES & 6" O.G. OTHER BEARING
<br />5/8" GYPSUM SHEATHING
<br />11 GA. 1.3/4" GALV. YW7/16" HEAD
<br />4"O.C. EDGES & b" O.G. OTHER BEARING
<br />1/2" GYPSUM WALLBOARD
<br />1-3/5" DRYWALL NAIL^
<br />T'O.C. CEILINGS, 8 O.C. YJALLS
<br />5/8" GYPSUM WALLBOARD
<br />1-1/2" DRYWALL NAIL OR bd COMMON
<br />7-O.C. CEILINGS, & O.G. Y4ALL5
<br />Slit"-1/2" PARTICALBOARD SIDING
<br />T
<br />6d COMMON (SEE NOTE#2)
<br />5/6" PARTICALBOARD SIDING (SEE NOTE#3)
<br />bd (SEE NOTE #2)
<br />314" PARTIGALBOARD 51DING(5EE NOTE#4)
<br />bd (SEE NOTE #2)
<br />HARDBOARD LAP SIDING DIRECT TO STUDS
<br />d (SEE NpATE #6W).R 51ONNHf&TANT W/0.113"
<br />16" D.G. TOP & BOTTOM EDGES
<br />HARDBOARD LAP SIDING OVER SHEATHING
<br />A.MI NANK8.240" DIA.IMIN RESISTANT W/0.113"
<br />16" O.G. TOP & BOTTOM EDGES
<br />HARDBOARD PANEL SIDING DIRECT TO STUDSId
<br />�5EM1E SHANK- 40" DI,(1MINR 1^1TRNT YJ/0.113"
<br />5 PP T$DGES & 12" O.G.®INTERMEDIATE
<br />HARDBOARD PANEL SIDING OVER SHEATHING
<br />(SEENOTE #6YOR O IO NRESISSTANT "0.113"
<br />A. MIN. SHANK s 2
<br />&0.6 GES & 12" O.C.Q INTERMEDIATE
<br />YYIIYUVYY UNI I YYIU I1'1
<br />,. HEADER FASTENER SPACING 6..
<br />xr
<br />YP
<br />'V
<br />FASTENER Q EACH HEADER FASTENER
<br />r Z
<br />1/4" TRAPCON ® 12" O.C-
<br />CORNER (TYP)-b TOTAL
<br />L 0.
<br />r
<br />L LU
<br />LLl
<br />� X
<br />FW-
<br />a <
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<br />REFER TO MANUFACTURING RECOMMENDATIONS
<br />TYPE, SIZE AND SPACING USE URETHANE
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<br />SHEET TITLE
<br />GENERAL
<br />SPECIFICA TIONS
<br />JOB No.
<br />221-22
<br />DATE: 10/29/2020
<br />SHEET No.
<br />I
<br />
|