Loading...
HomeMy WebLinkAbout20240299 Cherry St. Single Family Construction ApplicationNEIGHBORHOOD PHOTO S NEIGHBORHOOD PHOTOS NEIGHBORHOOD PHOTOS SITE PHOTOS WITT CONSTRUCTION CHERRY STREET RESIDENCE Design Review Presentation •Front Facing Cherry Street •Side and Garage Facing Marvin Alley SITE PLAN ORIGINAL DESIGN •Design by original landowner for subdivision approval •This design was presented for the approved variances when the property was subdivided by the owner PROPOSED SOUTH PERSPECTIVE (CHERRY ST.) •Our proposed design using the same footprint as the original design approved for this lot MATERIALS EAST ELEVATION NORTH ELEVATION WEST ELEVATION MARVIN ALLEY STONE & SIDING INSTALLATION EXAMPLES NEIGHBORHOOD PHOTOS NEIGHBORHOOD PHOTOS NEIGHBORHOOD PHOTOS SITE PHOTOS MATERIALS BOARD •IN STERT PHOTOS HERE •Add garage door plans and drawingsfor theStannard Residence& AndL Angle@ AtCL Centerlineo Diameter or Round(E) ExistingAACOUS. AcousticalA.D. Area DrainADJ. AdjustableAGGR. AggregateAL. AluminumAPP. ApproximateARCH. ArchitecturalASB. AsbestosASPH. AsphaltBBD. BoardBITUM. BituminousBLDG. BuildingBLK. BlockBLKG. BlockingBM. BeamB/O Bottom OfBOT. BottomB.P. Beam PocketCCAB. CabinetC.B. Catch BasinCEM. CementCER. CeramicC.I. Cast IronC.G. Corner GuardC.J. Control JointCLG. CeilingCLKG. CalkingCLO. ClosetCLR. ClearC.O. Cased OpeningCOL. ColumnCONC. ConcreteCONN. ConnectionCONSTR. ConstructionCONT. ContinuousCORR. CorridorCTSK. CountersunkCNTR. CounterCTR. CenterDDBL. DoubleDEPT. DepartmentD.F. Drinking FountainDET. DetailDIA. DiameterDIM. DimensionDISP. DispenserDN. DownD.O. Door OpeningDR. DoorDWR. DrawerDS. DownspoutD.S.P. Dry StandpipeDWG DrawingEE. EastEA. EachE.J. Expansion JointEL. ElevationELEC. ElectricalELEV. ElevatorEMER. EmergencyENCL. EnclosureE.P. Electrical PanelEQ. EqualEQPT. EquipmentE.W.C. Electric Water CoolerEXST. ExistingEXPO. ExposedEXP. ExpansionEXT. ExteriorFF.A. Fire AlarmF.B. Flat BarF.D. Floor DrainFDN. FoundationF.E. Fire ExtinguisherF.E.C. Fire Extinguisher Cab.FF or F.F. Finished Floor (subfloor)F.H.C. Fire Hose CabinetFIN. FinishFL. FloorFLASH. FlashingFLUOR. FluorescentF.O.C. Face of ConcreteF.O.F. Face of FinishF.O.S. Face of StudsFPRF. FireproofF.S. Full SizeFT. Foot or FeetFTG. FootingFURR. FurringFUT. FutureGGA. GaugeGALV. GalvanizedG.B. Grab BarG.L. GlassGND. GroundGR. GradeGYP. GypsumHH.B. Hose BibbH.C. Hollow CoreHDWD. HardwoodHDWE HardwareH.M. Hollow MetalHORIZ. HorizontalHR. HourHGT. HeightII.D. Inside Diameter (Dim.)INSUL. InsulationINT. InteriorJJAN. JanitorJT. JointKKIT. KitchenLLAM. LaminateLAV. LavatoryLKR. LockerLT. LightMMAX. MaximumM.C. Medicine CabinetMECH. MechanicalMEMB. MembraneMET. or METL. MetalMFR. ManufacturerMH. ManholeMIN. MinimumMIR. MirrorMISC. MiscellaneousM.O. Masonry OpeningMTD. MountedMUL. MullionNN NorthN.I.C. Not In ContractN.L.B. or NLB. Non-LoadbearingNO.or # NumberNOM. NominalN.T.S. Not To ScaleOO.A. OverallOBS. ObscureO.C. or OC On CenterO.D. Outside Diameter (Dim.)OFF. OfficeOPNG. OpeningOPP. OppositePPRCST. Pre-castPL. PlateP.LAM. Plastic LaminatePLAS. PlasterPLYWD. or PLY. PlywoodPR. PairPT. PointP.T.D. Paper Towel DispenserPTN. PartitionQQ.T. Quarry TileRR. RiserRAD. RadiusR.D. Roof DrainREF. ReferenceREFR. RefrigeratorRGTR. RegisterREINF. ReinforcedREQ. RequiredRESIL. ResilientRM. RoomR.O. Rough OpeningRWD. RedwoodR.W.L. Rain Water LeaderSS. SouthS.C. Solid CoreSCHED. ScheduleS.D. Soap DispenserSECT. SectionSH. ShelfSHWR. ShowerSHT. SheetSIM. SimilarSPEC. SpecificationSQ. SquareS.ST. Stainless SteelS.SK. Service SinkSTA. StationSTD. StandardSTL. SteelSTOR. StorageSTRL. StructuralSUSP. SuspendedSYM. SymmetricalTTRD. TreadT.B. Towel BarT.C. Top of CurbTEL. TelephoneTER. TerrazzoT.&G. Tongue and GrooveTHK. ThickT.P. Top of PavementT.V. TelevisionT/O Top OfTYP. TypicalUUNF. UnfinishedU.O.N. Unless Otherwise NotedUR. UrinalVVERT. VerticalVEST. VestibuleWW. WestW/ WithW.C. Water ClosetWD. WoodW/O WithoutWP. WaterproofWSCT. WainscotWT. WeightAbbreviationsDrawing IndexC01 - Cover SheetA101 - Architectural Floor Plans - 1A102 - Architectural Floor Plans - 2A201 - Exterior Elevations - 1A202 - Exterior Elevations - 2A301 - SectionsA302 - Sections and DetailsS101 - Foundation PlanS102 - Structural Floor PlansS103 - Floor Framing PlansS104 - Roof Framing PlansLegendELEVATION NUMBERREFERENCE DRAWINGEXHAUST FAN WITH LIGHTEXHAUST FANSMOKE DETECTORINTERIOR ELEVATION TAGDOOR TAGWINDOW TAGDATUMWALL DETAIL TAGSECTION TAGDETAIL TAGBEYONDCENTERBELOWABOVECARBON MONOXIDE DETECTOR1234X-0DATUM1Axx0010011AxxL FUNAUTHORIZED ALTERATION OR ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7209 (2) OF THE N.Y.S. EDUCATION LAWONLY COPIES FROM THE ORIGINAL PLANS MARKED WITH THE ENGINEER'S ORIGINAL GREEN SEAL SHALL BE CONSIDERED TO BE VALID COPIESDATE:OF:Sheet Title Project TitleDrawing NumberStannard Residence12/13/202311C01Drawing file: C:\Dropbox\VP\projects\Current Client Projects\Witt\Stannard - Cherry St\Stannard FLR0-REV1.dwgPlot date: Jan 02, 2024 - 1:19pm Cover Sheet Foundation Notes1. DIMENSIONS SHOWN ARE TO FACE OF CONCRETE WALL.2. DESIGN AND LAYOUT OF SITE AND FOUNDATION DRAINAGE IS BY OTHERS.3. FOUNDATION WATERPROOFING SYSTEM DESIGN AND SPECIFICATION IS BY OTHERS.4. FOUNDATION LAYOUT TO BE VERIFIED BY LICENSED PROFESSIONAL LAND SURVEYOR.5. FOOTING, PIERS AND WALLS TO BE 3000 PSI @ 28 DAYS, NO MORE THAN 0.75 % CALCIUM CHLORIDE WITH 5% TO 7% AIR ENTRAINED.6. WALLS/FOOTINGS/PIERS/LEVELING BEDS CAST DIRECTLY UPON BEDROCK SHALL HAVE #4X18" DOWELS (8" EMBEDDMENT) @ 48" OC AND WITHIN 24" OF EACH CORNER. IF A LEVELING BED IS USED IT SHALL HAVE NO VERTICAL DIMENSION OF LESS THAN 6" AND HAVE A MINIMUM OF (2) #4 BARS CAST IN PLACE.7. ALL INTERIOR CONCRETE SLABS ON GRADE TO BE A MIN. OF 4" THICK, 2,500 PSI MIX. PLACEMENT, EXPANSION, CONTROL AND ISOLATION JOINTS PER A.C.I. MANUAL OF PRACTICE, LATEST EDITION. SEE NOTE 3 ABOVE AND COORDINATE VAPOR BARRIER MATERIAL SELECTION AND INSTALLATION AS REQUIRED.8. GARAGE, PORCH, CARPORT, AND EXTERIOR SLABS AND STEPS TO BE A MIN. OF 4" THICK, 3,500 PSI MIX, WITH 5 % TO 7% AIR ENTRAINED. W1.4X6 W.W.M. RECOMMENDED FOR ALL SLABS CAST ON GRADE (MIN.).9. WHERE REQUIRED, STEP FOOTINGS NO MORE THAN 1 VERTICAL TO 2 HORIZONTAL. LIFT NOT TO EXCEED 24". REINFORCEMENT TO BE CONTINUOUS AND STEPPED FOOTINGS TO BE CAST MONOLITHICALLY.10. PROVIDE (2) #5 BARS (MIN.) EACH SIDE OF ANY OPENING IN WALL 12" OR GREATER UNLESS OTHERWISE NOTED.11. ALL MASONRY WALLS TO HAVE MED. WT. W.W.T. REINFORCEMENT @ EA. COURSE. LAP SPLICE JOINT 12" (MIN.) AND USE PREFABRICATED CORNERS AND TEES.12. ALL CORES OF ALL CMU WALLS TO BE GROUTED IN ACCORD. W/ NCMA-TEK 3-2 "GROUTING FOR CONCRETE MASONRY WALLS."13. MAXIMUM GROUT LIFT SHALL BE 42". HOLD GROUT 4" FROM TOP OF CMU TO ALLOW FOR INTERLOCK WITH NEXT LIFT.14. FILL ALL COLUMNS, BEAMS, AND POCKETS NEAT W/ NON-SHRINK GROUT AFTER COLUMN / BEAM HAS HAD FINAL SET.15. ALL OPENINGS NOT SHOWN OR SCHEDULED SHALL HAVE STEEL LINTELS AS FOLLOWS: 0-24" (1) L4X4X1/4" 24-60" (2) L4X4X3/8" 60" AND UP NOT PERMITTED ALL LINTELS SHALL HAVE MIN. BEARING OF 8" EACH SIDE. SEE NOTE #10 ABOVE.16. ALL FOOTING PENETRATIONS SHALL NOT DISRUPT REINFORCEMENT, HAVE A MINIMUM OF 6" CONC. COVER AND (3) #5 BARS ABOVE THAT EXTEND 18" BEYOND PENETRATION.17. ALL ITEMS SHOWN ARE TYPICAL AND RECOMMENDED MINIMUMS. ONSITE UPSIZING OF REINFORCEMENT IS PERMITTED UNDER THE FOLLOWING CONDITIONS: REINFORCEMENT SHALL NOT BE DECREASED IN SIZE OR LAP. NO BARS SHALL BE UPSIZED MORE THAN TWO SIZES. BAR FREQUENCY SHALL NOT BE DECREASED MORE THAN 30%.18. ALL REINFORCEMENT SHALL SHALL HAVE A MINIMUM CLEAR COVER PER ACI 318-14 AND 332-14.19. SPLICES IN REINFORCEMENT BARS NOT SHOWN SHALL HAVE A MINIMUM LAP OF 30 BAR DIAMETERS AND BE TIED NEAT W/ TIE WIRE @ 12" O.C.Structural Steel Notes1. ALL STRUCTURAL STEEL SHALL COMPLY WITH REQUIREMENTS OF THE FOLLOWING: A.) AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) A. MANUAL OF STEEL CONSTRUCTION B. MANUAL OF STEEL CONSTRUCTION VOL II "CONNECTIONS" C. ALLOWABLE STRESS DESIGN OF SIMPLE SHEAR CONNECTIONS B.) AMERICAN WELDING SOCIETY (AWS) A. AWS D1.1 "STRUCTURAL WELDING CODE-STEEL"2. FINAL CONNECTION DESIGN BY FABRICATOR. PROVIDE CONNECTIONS CAPABLE OF BEARING ONE-HALF THE ALLOWABLE UNIFORM LOADS ON BEAMS AS PUBLISHED IN THE AISC MANUAL FOR THE CORRESPONDING STEEL SECTION.3. ALL STEEL MATERIALS SHALL BE NEW AND COMPLY WITH THE FOLLOWING: A.) ALL HOLLOW STRUCTURAL SECTIONS (TS OR HSS) TO BE ASTM A500 GRADE B OR C B.) ALL STEEL, PLATES, ANGLES, AND SHAPES TO BE ASTM A36 C.) ALL STEEL PIPE TO BE ASTM A501 OR A53, TYPE E OR S, GRADE B D.) HIGH STRENGTH BOLTS TO BE ASTM A325 OR A490 TYPE #1, PLAIN E.) THREADED ROD TO BE ASTM A36 F.) ELECTRODES TO BE E70 & I.A.W. AWS G.) GROUT TO BE CORP. OF ENGINEERS CRD-C621 O/E H.) PRIMER - USE PRIMER COMPATIBLE WITH FINISH PAINT, IF ANY I.) EXPANSION ANCHORS - KWIK-BOLT II BY HILTI O/E J.) SLEEVE ANCHORS: BY HILTI O/E K.) CHEMICAL ADHESIVE ANCHORS - HY-150 SYSTEM BY HILTI O/E L.) MASONRY ANCHORS - PROVIDE WELD ON MASONRY ANCHORS FOR ATTACHMENT OF STEEL FOR EACH TYPE OF MASONRY SPECIFIED. ANCHORS TO BE HECKMAN O/E & FURNISHED LOOSE FOR FIELD ATTACHMENT BY OTHERS.COORDINATE SPECIFIC REQUIREMENTS WITH CONTRACTOR. M.) GALVANIZED STEEL DECK - ASTM A653 WITH G60 COATING, COMPOSITE TYPE, 1-1/2" DEEP, 20 GA. WITH 20 GA. ACCESSORIES, AS MANUFACTURED BY U.S. DECK O/E.4. STRUCTURAL STEEL SHALL BE SET ACCURATELY TO THE LINES AND ELEVATIONS INDICATED AND IN COMPLIANCE WITH THE FOLLOWING: A.) ADJUSTED AND ALIGNED WITHIN AISC TOLERANCE (CODE OF STANDARD PRACTICE) OR WITHIN 1/4", WHICHEVER IS LESS B.) CLEAN CONTACT SURFACES C.) PROVIDE A SNUG TIGHT CONDITION AT ALL BOLTED CONNECTIONS AS DEFINED IN AISC5. PROVIDE SHOP DRAWING SUBMITTALS FOR GENERAL CONSIDERATION AND PROJECT COORDINATION. REVIEW OF THESE DOCUMENTS WILL NOT REMOVE THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS FOR MATERIAL, FABRICATION, ERECTION, AND COORDINATION OF THE CONTRACT.6. ALL CONC. CAST UPON STEEL DECK TO BE 3500 PSI @ 28 DAYS. REINFORCE SLABS W/ (1) #4 BAR @ 12" O.C. EACH WAY. TIE BARS NEAT @ 36" O.C. MAX. W/ GALVANIZED TIE WIRES.Note: L = clear span of member plus 1/2 bearing each side12'-0" - 20'-0"< 12'-0"> 20'-0"L/360L/480L/240L/360L/240L/360Roof beamsL/360L/480L/240L/360L/240L/360Roof raftersL/480L/600L/360L/480L/240L/360Ceiling joistsL/360L/480L/240L/360L/240L/360Floor beamsL/600L/720L/480L/600L/360L/480Floor joistsTLLLTLLLTLLLDeflection LimitSpan -->* = Ground snow load, no slope reductionFIGURE R301.2(4)AMPH115WindFIGURE R301.2(5)PSF601050Roof (snow)*TABLE R301.5PSF1010CeilingsTABLE R301.5PSF501040FloorsTABLE R301.5PSF905040Concrete DecksTABLE R301.5PSF905040Lower LevelPCF130BackfillPSF2000Assumed substrate capacitySourceUnitTotalDeadLiveLoadWood Decks 40 10 50 PSF TABLE R301.5Exterior Balconies 40 10 60 PSF TABLE R301.5Design LoadsTO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THIS DRAWING SET COMPLIES WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE1. ALL CONSTRUCTION TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE (RCNYS), THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE (ECCNYS), AND ALL APPLICABLE LAWS, STATUTES, AND ALL LOCAL RULES AND REGULATIONS.2. THE BUILDER IS SOLELY RESPONSIBLE TO COMPLY WITH ALL LAWS, RULES, ORDINANCES, AND ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.3. THE BUILDER IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK.4. THE PROFESSIONAL SERVICES OF THE ENGINEER DO NOT EXTEND TO OR INCLUDE THE DESIGN, REVIEW OR ENGINEERING OF ANY PORTION OF THE :◦BUILDING SITE INCLUDING SUBSURFACE DRAINAGE◦BUILDING OR SITE MECHANICAL SYSTEMS ◦ARCHITECTURAL FINISH MATERIALS AND/OR SYSTEMS ◦SITE OBSERVATION OF THE CONTRACTORS WORK OR PERFORMANCE.THUS, THE ENGINEER IS NOT RESPONSIBLE AND IS TO BE HELD HARMLESS BY ALL PARTIES FROM ANY CLAIM OR SUIT WHATSOEVER, INCLUDING ALL PAYMENTS OR COSTS INVOLVED ARISING FROM OR ALLEGED TO HAVE ARISEN FROM WORK OUTSIDE OF THE ENGINEERS SCOPE OF SERVICES.5. IT IS THE BUILDERS RESPONSIBILITY TO REVIEW ALL DRAWINGS, DIMENSIONING AND DETAILING AND TO ASSESS AND VERIFY MEASUREMENTS OF EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK.6. DRAWINGS NOT TO BE SCALED FROM FOR FIELD WORK PURPOSES.7. ALL DIMENSIONS SHOWN ARE TO FACE OF STRUCTURAL MEMBER UNLESS OTHERWISE NOTED.8. WHERE THE TERM 'TYPICAL' IS USED ON THE DRAWINGS THE ITEM/DETAIL IS TO BE USED/APPLIED AT ALL PRACTICAL INSTANCES THROUGHOUT THE PROJECT.9. ALL WINDOWS INTENDED FOR EMERGENCY EGRESS SHALL HAVE A MAX. SILL HEIGHT OF 44" OFF FINISHED FLOOR.10. STAIRS: 8 1/4" MAX. RISE, 9" MIN. RUN, 3/4" - 1-1/4" NOSING, 27" MIN. BETWEEN HANDRAILS, STAIR RAILINGS TO BE 34" - 38" A.F.F., 6'-8" MIN. VERTICAL HEADROOM AT STAIRS. PROVIDE LIGHT IN STAIRCASE.11. GUARDS SHALL BE PROVIDED WHEN ANY WALKING SURFACE, STAIR, LANDING, OR RAMP IS LOCATED MORE THAN 30" FROM GRADE. HEIGHT OF GUARDS TO BE 36" MIN., WITH THE EXCEPTION OF A 34" MIN. HEIGHT AT SLOPED RAILS. REQUIRED GUARDS SHALL NOT HAVE AN OPENING GREATER THAN THAT TO ALLOW A 4" SPHERE TO PASS. ANY OPENING BETWEEN RISER/TREAD AND RAIL SHALL NOT ALLOW A 6" SPHERE TO PASS.12. ALL GARAGE WALLS AND CEILINGS TO BE COVERED WITH 5/8" TYPE "X" GYP. BD. ON GARAGE SIDE AND 1/2" GYP. BD. ON HOUSE SIDE.13. DOORS FROM GARAGE TO LIVING AREA SHALL BE METAL INSULATED 45 MIN. "C" LABEL ASSEMBLY WITH SELF CLOSURE.14. FIRE STOPPING SHALL BE PROVIDED AS PER THE RCNYS, NO MORE THAN 10'-0" O.C. VERTICALLY.15. ALL FRAMING LUMBER TO BE SPF(s) #2 OF BETTER (Fb=775PSI).16. ALL STL. HARDWARE AND FASTENERS IN CONTACT WITH MASONRY OR PRESSURE TREATED LUMBER TO HAVE MFR. APPLIED G-185 ZINC GALVANIZED (MIN.) COATING OR APPROVED EQUAL.17. ALL HEADERS TO BE (2) 2X10'S ON EXTERIOR WALLS AND 2X4 CRIBBED HDR. ON INTERIOR WALLS UNLESS OTHERWISE NOTED.18. ALL HEADERS IN BEARING WALLS ON OPENINGS 5'-0" OR GREATER SHALL BE SUPPORTED ON EACH SIDE BY A MINIMUM OF TWO (2) STUDS THE SIZE OF THE ADJACENT BEARING WALL. (USE SINGLE STUDS FOR OPENINGS UNDER 5'-0").19. PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS AND DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS ABOVE WHICH EXCEED 8'-0" IN HEIGHT. (EXCEPTION: DO NOT USE DOUBLE JOISTS UNDER PLUMBING WALLS).20. PROVIDE DIRECT OUTSIDE COMBUSTION AIR FOR FIREPLACE(S) IN ACCORDANCE WITH THE ECCNYS. PROVIDE GLASS FIREPLACE DOORS.21. NO DEVICE INSTALLED IN A FIREPLACE THAT USES A GASEOUS FUEL FOR IT'S OPERATION SHALL BE EQUIPPED WITH A CONTINUOUSLY OPERATED STANDING PILOT LIGHT.22. CHIMNEY TO BE 24" ABOVE ANY STRUCTURE WITHIN A 10'-0" RADIUS AND 36" ABOVE ROOF PENETRATION.23. BUILDING TO BE CONSTRUCTED AND INSULATED IN COMPLIANCE WITH THE ECCNYS, "U", "R" AND INFILTRATION VALUES FOR ALL DOORS AND WINDOWS.24. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES, SILL LINES, BAND JOISTS AND CORNERS.25. ALL JOINTS AND OPENINGS IN THE BUILDING ENVELOPE SYSTEM, INCLUDING THOSE AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALLS AND ROOF/CEILINGS, BETWEEN WALLS AND FLOORS AND FOUNDATIONS, BETWEEN WALL PANELS, AT UTILITY SERVICE PENETRATIONS AND BETWEEN DISSIMILAR MATERIALS SHALL BE CAULKED, GASKETED, WEATHER STRIPPED, OR OTHERWISE SEALED.26. ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE CAPABLE OF ABSORBING OR TAKING UP AND HOLDING MOISTURE SHALL BE PROTECTED BY A VAPOR BARRIER RETARDER LOCATED ON THE WARM SIDE OF THE INSULATION.27. AIR INFILTRATION BARRIERS SHALL BE INSTALLED WHETHER A VENTILATED SIDING MATERIAL IS INSTALLED OR THE SIDING TECHNIQUE NECESSITATES A LOOSE FITTING APPLICATION.28. ELEMENTS OF BUILDING MECHANICAL SYSTEMS SHOWN ARE FOR PLACEMENT ONLY.29. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH RCNYS APPLICABLE TO PLUMBING AND THE N.Y. STATE HEALTH DEPARTMENT REQUIREMENTS.30. ELECTRICAL WIRING AND EQUIPMENT DESIGNED AND INSTALLED IN CONFORMITY WITH ANSI, NATIONAL ELECTRICAL CODE, AND SHALL MEET ALL LOCAL CODES.31. ALL LIGHTING, WIRING, GROUNDING AND DEVICES SHALL BE UL RATED LISTED AND COMPLY WITH THE NEC INCLUDING GROUND FAULT PROTECTION FOR ALL BATHROOMS AND EXTERIOR OUTLETS.32. ELECTRICAL SWITCHES MUST BE BLOCKED AWAY FROM DOOR TO ACCOMMODATE 3 1/2" TRIM.33. SMOKE DETECTORS ARE TO BE INSTALLED WITHIN EACH SLEEPING SPACE, OUTSIDE EACH SLEEPING AREA, AND AT EACH FLOOR. ALL SMOKE DETECTORS TO BE INTERCONNECTED AND HAVE A BATTERY BACKUP.34. AT LEAST ONE CARBON MONOXIDE SHALL BE INSTALLED IN THE IMMEDIATE VICINITY OF BEDROOM(S) ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING BEDROOM(S).35. CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED AS COMPLYING WITH UL 2034-2002 (SINGLE AND MULTIPLE STATION CARBON MONOXIDE ALARMS, SECOND EDITION, OCTOBER 29, 1996 - WITH REVISIONS THROUGH AND INCLUDING JUNE 28, 2002, PUBLISHED BY UNDERWRITERS LABORATORIES, INC.) AND SHALL BE HARDWIRED AND PERMANENT AND EQUIPPED WITH A BATTERY BACKUP.36. SUBMIT SHOP DRAWINGS OF ALL ENGINEERED FLOOR/ROOF SYSTEMS TO ENGINEER PRIOR TO FABRICATION.General NotesProject Location:Lot 2, Cherry StreetSaratoga Springs, NY 12866Note: Use of this drawing set is licensed for construction of one dwelling, only at the above address.N/AFIRE SEPARATION (S):N/AOCCUPANT LOAD:N/AAREA BY USE CLASSIFICATION:RESIDENTIALUSE CLASSIFICATION:SECOND FLOOR - 879 S.F.FIRST FLOOR - 862 S.F.LOWER LEVEL - 862 S.F.BUILDING FLOOR AREA:TYPE 5B - SPRINKLED (NFPA 13D)CONSTRUCTION TYPE:Project InformationN/ATABLE R302.6R302.2FIRE SEPARATION (S):THIRD FLOOR - 833 S.F.FACTOR1.31.523475%66%50%33%INTERMITTENT MECHANICAL VENTILATION RATE FACTORS PER RCNYS TBL. M1505.4.3(2)RUN-TIMEPERCENTAGE25%< 1,500 30 45 60 75 901,501 -- 3,000 45 60 75 90 1053,001 -- 4,500 60 75 90 105 1204,501 -- 6,000 75 90 105 120 1356,001 -- 7,500 90 105 120 135 150> 7,500 105 120 135 150 165AIRFLOW IN CFM0-1 2-3 4-5 6-7 > 7NO. OF BEDROOMSCONDITIONED FLOOR AREA (SF)MIN. REQUIRED MECHANICAL VENTILATION PER RCNYS TBL. M1505.4.3(1)RELEASED FOR CONSTRUCTIONP.O. Box 426Guilderland, NY 12084(518) 362-2401Valley EngineeringPLLC11-02-24 Added Framing Drawingsand Minor Revisions1 FIRST FLOOR PLANSCALE: 1/4" = 1'-0"Drawing file: C:\Dropbox\VP\projects\Current Client Projects\Witt\Stannard - Cherry St\Stannard FLR1-REV1.dwgPlot date: Jan 02, 2024 - 1:20pm DATE:OF:Sheet Title Project TitleDrawing NumberStannard Residence12/13/202311A101ONLY COPIES FROM THE ORIGINAL PLANS MARKED WITH THE ENGINEER'S ORIGINAL GREEN SEAL SHALL BE CONSIDERED TO BE VALID COPIESUNAUTHORIZED ALTERATION OR ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7209 (2) OF THE N.Y.S. EDUCATION LAWArchitectural Floor Plans - 1 LOWER LEVELPLANSCALE: 1/4" = 1'-0"CALLED NORTHRELEASED FOR CONSTRUCTION THIRD FLOOR PLANSCALE: 1/4" = 1'-0"Drawing file: C:\Dropbox\VP\projects\Current Client Projects\Witt\Stannard - Cherry St\Stannard FLR1-REV1.dwgPlot date: Jan 11, 2024 - 2:33pm DATE:OF:Sheet Title Project TitleDrawing NumberStannard Residence12/13/202311A102ONLY COPIES FROM THE ORIGINAL PLANS MARKED WITH THE ENGINEER'S ORIGINAL GREEN SEAL SHALL BE CONSIDERED TO BE VALID COPIESUNAUTHORIZED ALTERATION OR ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7209 (2) OF THE N.Y.S. EDUCATION LAWSECOND FLOOR PLANSCALE: 1/4" = 1'-0"Architectural Floor Plans - 2 CALLED NORTHRELEASED FOR CONSTRUCTION 1612 /12124121112412118/129'-0"112"1'-0"10'-118"1'-23 4"9'-118"1'-23 4"12'-318" 7'-6"6'-45 8" HDR. HGT.4/126/1211/121612121612129'-0" 112" 1'-0"10'-118"1'-23 4"9'-118"1'-23 4"7'-118"5'-3" 8'-0" HDR. HGT. 7'-6" HDR. HGT. 5'-0" HDR. HGT. 7'-1" HDR. HGT. 7'-113 8" HDR. HGT. 6'-45 8" HDR. HGT.SOUTHEAST ELEVATIONSCALE: 1/4" = 1'-0"SOUTHWEST ELEVATIONSCALE: 1/4" = 1'-0"UNAUTHORIZED ALTERATION OR ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7209 (2) OF THE N.Y.S. EDUCATION LAWONLY COPIES FROM THE ORIGINAL PLANS MARKED WITH THE ENGINEER'S ORIGINAL GREEN SEAL SHALL BE CONSIDERED TO BE VALID COPIESDrawing file: C:\Dropbox\VP\projects\Current Client Projects\Witt\Stannard - Cherry St\Stannard ELEV SECT-REV1.dwgPlot date: Jan 02, 2024 - 1:25pm DATE:OF:Sheet Title Project TitleDrawing NumberStannard Residence12/13/202311A201Exterior Elevations - 1 RELEASED FOR CONSTRUCTION 1612 /12124121112412111268'-8"1'-1"3'-918" 8'-8"1'-918"1'-23 4"9'-118"1'-23 4"7'-118"5'-3"2'-714"HDR. HGT.3'-914"HDR. HGT.4" 4"4/1211/128'-8"1'-918"1'-23 4"9'-118"1'-23 4"7'-118" 4" 7'-1" HDR. HGT. 7'-6" HDR. HGT. 6'-45 8" HDR. HGT.UNAUTHORIZED ALTERATION OR ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7209 (2) OF THE N.Y.S. EDUCATION LAWONLY COPIES FROM THE ORIGINAL PLANS MARKED WITH THE ENGINEER'S ORIGINAL GREEN SEAL SHALL BE CONSIDERED TO BE VALID COPIESDrawing file: C:\Dropbox\VP\projects\Current Client Projects\Witt\Stannard - Cherry St\Stannard ELEV SECT-REV1.dwgPlot date: Jan 02, 2024 - 1:25pm DATE:OF:Sheet Title Project TitleDrawing NumberStannard Residence12/13/202311A202Exterior Elevations - 2 NORTHEAST ELEVATIONSCALE: 1/4" = 1'-0"NORTHWEST ELEVATIONSCALE: 1/4" = 1'-0"RELEASED FOR CONSTRUCTION 9'-0"17'-314"13'-718" 15'-05 8" HDR. HGT. 9'-314" HDR. HGT. 4'-33 8"11'-2"11'-17 8"17R @ 7932"15T @ 10"114" NOSING18R @ 7916"16T @ 10"114" NOSING16R @ 71132"14T @ 10"114" NOSING6/8 HEADROOM6/8 HEADROOM6/8 HEADROOM2'-10" - TYP. @ SLOPED RAILS 3'-0" MIN. - TYP. @ ALL GUARDRAILS334" MAX. (TYP.)3'-1" MIN.2X8 LANDING2X8 LANDING2X8 LANDINGLEFT BEDROOMBATHPDR.FRONTPORCHREARPORCHCLOSET4'-0"8'-8"1'-1"3'-918" 9'-0"112"1'-0"10'-118"1'-23 4"9'-118"1'-23 4"7'-118"5'-3"124121110"9'-13 4"6'-45 8" HDR. HGT.1012"13'-3"13'-3"1012"12412117'-1" HDR. HGT. 8'-8"1'-918" 4" 8'-118"CLG. HGT.MECH.BATHCONTINUOUS RIDGE VENT (TYP.)312" RAFTER SEAT1262X8 LEDGERCOORD. W/CONTRACTOR1A302SIMILAR 1A302Drawing file: C:\Dropbox\VP\projects\Current Client Projects\Witt\Stannard - Cherry St\Stannard ELEV SECT-REV1.dwgPlot date: Jan 02, 2024 - 1:20pm DATE:OF:Sheet Title Project TitleDrawing NumberStannard Residence12/13/202311A301ONLY COPIES FROM THE ORIGINAL PLANS MARKED WITH THE ENGINEER'S ORIGINAL GREEN SEAL SHALL BE CONSIDERED TO BE VALID COPIESUNAUTHORIZED ALTERATION OR ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7209 (2) OF THE N.Y.S. EDUCATION LAWSections AA301STRUCTURAL SECTION A-A3/8" = 1'-0"BA301STRUCTURAL SECTION B3/8" = 1'-0"RELEASED FOR CONSTRUCTION SIMPSON "DTT1" WITHIN 24" EA. END & 72" OC2X8 P.T. LEDGER2"MIN.412"MIN.(LAG)38" LAG BOLT @ EA. DECK TENSION TIE - POSITION AT A SILL PLATE OR WALL STUD12" LAG BOLT @ 24" O.C. MAX. STAGGERED CAP FLASHING54 DECKING2X8 P.T. JOISTS @16" O.C.3" MIN.GALV. HANGER (2) 2X8 P.T. BEAM 4X4 P.T. POSTCOORD. TRIM W/CONTRACTOR4"SIMPSON "BCS2-2/4" O/E12" X 6" CONC. SCREWSIMPSON "ABA44Z" O/ESEE FOUNDATION PLAN FOR PAD SIZE AND REINFORCEMENTBITUMINOUS FILLER4" 3,500 PSI MIX FLOOR SLAB OVER VAPOR BARRIERUNDISTURBED SOILASPHALTIC DAMPPROOFING BELOW GRADEP.T. 2X6 SILL OVER FOAM SILL SEALER.DRAINAGEBY OTHERS20"W X 10"T 3,000 PSI MIX CONC. FTG. W/ (2) #5 BARS - CONT.WALL INSUL. - SEE 2020 ECCCNYS MINIMUM COMPONENT VALUES CHART10" 3,000 PSI MIX CONC. WALL9'-0"HORIZONTAL REINFORCEMENT - SEE FOUNDATION PLAN FOR REQUIREMENTS1'-0"COPE DAMPPROOFING @ FOOTING2X6 STUDS @ 16" O.C., BLOCKING @ 120" VERT.EXTERIOR SIDING SEE SPECS.FG ROOF SHINGLES58" APA-RATED ROOF SHT'G.ICE & WATER SHIELD - ENTIRE ROOFCASING / APRONSEE SPECS.15# FELT12" APA RATED EXT. SHT'G.12" GYP. BD.METAL DRIP EDGEINSUL. ALL VOIDS AROUND WINDOWCEILING INSUL. - SEE 2020 ECCCNYS MINIMUM COMPONENT VALUES CHARTDBL. TOP PLATESCLASS II MIN. V.R.AIR INFILTRATION BARRIER W/ DRAIN CHANNEL, TAPE ALL SEAMS10'-118" - U.O.N. SEE FIRST FLOOR PLAN 1'-23 4"9'-118" - U.O.N. SEE SECOND FLOOR PLAN 12" GYP. BD. - 58" OPTIONAL12" GYP. BD.HEADER - SEE PLANS AND SCHEDULESSIMSPON H2A OR EQ. TIE - OPT. TRUSS SCREWSOLID BLOCKING BETWEEN RAFTERS AND TRUSSES W/ HEELS 10" OR GREATERVERTICAL REINFORCEMENT - SEE FOUNDATION PLAN FOR REQUIREMENTSSEE FOUNDATION PLAN AND BRACED WALL DETAILS FOR ANCHOR BOLT SIZES AND LOCATIONS14" I-JOIST @ 16" O.C.PERIMETER INSUL. - R21 MIN.INSULATION BAFFLE AT ALL EAVES AND ALL SLOPED INSULATION ASSEMBLIES - MAINTAIN 1" AIRSPACEVENTED SOFFITALUM. FASCIA COVER2X6 FASCIA W/ OPTIONAL 1X3 TRIM @ FASCIAS WITHOUT GUTTERST/O FTG.T/O WALLSUB-FLR.T/O WALLT/O WALLSUB-FLR.T/O WALLSUB-FLR.1'-23 4"7'-118" - U.O.N. SEE THIRD FLOOR PLAN 2X12 JOIST @ 16" O.C.PERIMETER INSUL. - R21 MIN.BASE MOULDING SEE SPECS34" T&G SHT'G. - GLUE AND NAILWALL INSUL. - SEE 2020 ECCCNYS MINIMUM COMPONENT VALUES CHARTBASE MOULDING SEE SPECS34" T&G SHT'G. - GLUE AND NAILTYPICAL WINDOW UNIT - SEE 2020 ECCCNYS MINIMUM COMPONENT VALUES CHART FOR MINIMUM REQUIRED U-VALUETYPICAL WINDOW UNIT - SEE 2020 ECCCNYS MINIMUM COMPONENT VALUES CHART FOR MINIMUM REQUIRED U-VALUECASING / APRONSEE SPECS.12" GYP. BD.BASE MOULDING SEE SPECS34" T&G SHT'G. - GLUE AND NAILCLASS II MIN. V.R.CLASS II MIN. V.R.WALL INSUL. - SEE 2020 ECCCNYS MINIMUM COMPONENT VALUES CHARTWALL INSUL. - SEE 2020 ECCCNYS MINIMUM COMPONENT VALUES CHART12" APA RATED EXT. SHT'G.12" APA RATED EXT. SHT'G.EXTERIOR SIDING SEE SPECS.DBL. TOP PLATESDBL. TOP PLATES2X6 STUDS @ 16" O.C., BLOCKING @ 120" VERT.2X6 STUDS @ 16" O.C., BLOCKING @ 120" VERT.14" I-JOIST @ 16" O.C.PERIMETER INSUL. - R21 MIN.INSUL. ALL VOIDS AROUND WINDOW12" GYP. BD. - 58" OPTIONAL12" GYP. BD. - 58" OPTIONALHEADER - SEE PLANS AND SCHEDULESCATHEDRAL INSUL.@ SLOPED CLGS.SEE FRAMING / FLOOR PLANS FOR ROOF MEMBER SPACING, SIZE, AND TYPE.LIVINGAREALOWER FAMILY RM.OFFICE9'-0"112"1'-0"10'-118"1'-23 4"9'-118"1'-23 4"12'-318"1012"8'-514"112"8'-514"1012"COORD. MINIMUM CLEARANCES W/ MFR. 7'-118" CLG. HGT.858" RAFTER SEAT4'-63 4"161212161212C.C. SPRAY FOAM INSUL. - R38 MIN.Drawing file: C:\Dropbox\VP\projects\Current Client Projects\Witt\Stannard - Cherry St\Stannard ELEV SECT-REV1.dwgPlot date: Jan 02, 2024 - 1:20pm ENERGY CONSERVATION CONSTRUCTION CODE OF NYSMINIMUM COMPONENT VALUESA. R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. R-19 BATTS COMPRESSED INTO A NOMINAL 2X6 FRAMING CAVITY SUCH THAT THE R-VALUE IS REDUCED BY R-1 OR MORE SHALL BE MARKED WITH THE COMPRESSED BATT R-VALUE IN ADDITION TO THE FULL THICKNESS R-VALUE.B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION.C. "15/19" MEANS R-15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. "10/13" MEANS R-10 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL.D. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R-VALUES FOR HEATED SLABS. INSULATION DEPTH SHALL BE THE DEPTH OF THE FOOTING OR 2 FEET, WHICHEVER IS LESS IN ZONES 1 THROUGH 3 FOR HEATED SLABS.E. THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE..F. BASEMENT WALL INSULATION IS NOT REQUIRED IN WARM-HUMID LOCATIONS.G. OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY. R-19 IS MINIMUM.H. "13+5" MEANS R-13 CAVITY INSULATION PLUS R-5 INSULATED SHEATHING. IF STRUCTURAL SHEATHING COVERS 25 PERCNT OR LESS OF THE EXTERIOR, INSULATING SHEATHING IS NOT REQUIRED WHERE STRUCTURAL SHEATHING IS USED. IF STRUCTURAL SHEATHING COVERS MORE THAN 25 PERCENT OF EXTERIROR, STRUCTURAL SHEATHING SHALL BE SUPPLEMENTED WITH INSULATED SHEATHING OF ATLEAST R-2.I. THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR OF THE WALL.J. FOR IMPACT RATED FENESTRATION COMPLYING WITH SECTION R301.2.1.2 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 1608.1.2 OF THE INTERNATIONAL BUILDING CODE, THE MAXIMUM U-FACTOR SHALL BE 0.75 IN ZONE 2 AND 0.65 IN ZONE 3.K. HEATING AND COOLING SYTEMS TO BE SIZED BASEDON BUILDING LOADS CALCULATED IN ACCORDANCE WITH 'ACCA MANUAL J'L. R-38 SHALL BE DEEMED TO SATISFY THE REQUIREMENT OF R-49 WHEN THE FULL HEIGHT OF THE UNCOMPRESSED R-38 EXTENDS OVER THE WALL TOP PLATE AT EAVES (R402.2.1).M. CEILINGS DIRECT-APPLIED TO ROOF RAFTERS MAY BE INSULATED WITH R-30 MIN. THIS REDUCTION IN INSULATION VALUE SHALL BE LIMITED TO 500 SQ. FEET OR 20% OF THE TOTAL INSULATED CEILING, WHICHEVER IS LESS.N. NOT LESS THAN 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS OR NOT LESS THAN 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS.GLAZED FENESTRATION SHGC (B, E)SKYLIGHT U-FACTOR (B)FENESTRATION U-FACTOR (B)CRAWLSPACE WALL R-VALUE (C)SLAB R-VALUE D, DEPTHBASEMENT WALL R-VALUE (C)FLOOR R-VALUEMASS WALL R-VALUE (I)WOOD FRAME WALL R-VALUECEILING R-VALUE 49 (L)20 or 13+513/1730 (G)15/1910, 2 FT0.300.55NR15/19Sections and Details ONLY COPIES FROM THE ORIGINAL PLANS MARKED WITH THE ENGINEER'S ORIGINAL GREEN SEAL SHALL BE CONSIDERED TO BE VALID COPIESDATE:OF:Sheet Title Project TitleDrawing NumberStannard Residence12/13/202311A302UNAUTHORIZED ALTERATION OR ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7209 (2) OF THE N.Y.S. EDUCATION LAWCA302STRUCTURAL SECTION C3/8" = 1'-0"2A302TYPICAL WALL CONSTRUCTION1/2" = 1'-0"1A302TYPICAL DECK CONSTRUCTION1" = 1'-0"RELEASED FOR CONSTRUCTION Drawing file: C:\Dropbox\VP\projects\Current Client Projects\Witt\Stannard - Cherry St\Stannard FLR0-REV1.dwgPlot date: Jan 02, 2024 - 1:20pm ONLY COPIES FROM THE ORIGINAL PLANS MARKED WITH THE ENGINEER'S ORIGINAL GREEN SEAL SHALL BE CONSIDERED TO BE VALID COPIESUNAUTHORIZED ALTERATION OR ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7209 (2) OF THE N.Y.S. EDUCATION LAWDATE:OF:Sheet Title Project TitleDrawing NumberStannard Residence12/13/202311S101Foundation Plan FOUNDATION PLANSCALE: 1/4" = 1'-0"NOTE: CONCRETE SLABS TO HAVE CONTROL JOISTS @ 12' O.C. MAX EA. DIRECTIONCALLED NORTH111-02-24 Added Framing Drawingsand Minor RevisionsRELEASED FOR CONSTRUCTION FIRST FLOOR PLANSCALE: 1/4" = 1'-0"Drawing file: C:\Dropbox\VP\projects\Current Client Projects\Witt\Stannard - Cherry St\Stannard FLR1-REV1.dwgPlot date: Jan 11, 2024 - 2:33pm DATE:OF:Sheet Title Project TitleDrawing NumberStannard Residence12/13/202311S102ONLY COPIES FROM THE ORIGINAL PLANS MARKED WITH THE ENGINEER'S ORIGINAL GREEN SEAL SHALL BE CONSIDERED TO BE VALID COPIESUNAUTHORIZED ALTERATION OR ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7209 (2) OF THE N.Y.S. EDUCATION LAWStructural Floor Plans CALLED NORTH(3) 8dJOIST TO SILL OR GIRDER, TOE NAIL-16dJOIST TO RIM OR BOX JOIST, FACE NAIL3" O.C.16dJOIST TO RIM OR BOX JOIST,TOE NAIL16" O.C.(2) 16d OR (3) 12dPLATE TO STUD, END NAIL-(2) 16d OR (3) 12dSTUD TO PLATE, TOE NAIL-(2) 10dDOUBLE TOP PLATES, FACE NAIL16" O.C.(3) 16dSOLE PLATE TO JOIST OR BLOCKING16" O.C.(8) 16d OR (12) 12dLAPPED AREA-(3) 8dTOP PLATE, FACE NAIL-12dRIM / BOX JOIST TO TOP PLATE, TOE NAIL8" O.C.(3) 10d OR (2) 10d @ 2X4INTERSECTIONS, FACE NAIL-12d @ 3" O.C. FACEBUILT-UP BEAMS, HEADERS, AND GIRDERS16" O.C.(3) 12dCEILING JOISTS TO PLATE, TOE NAIL-(3) 12dCONTINUOUS HEADER TO STUD, TOE NAIL-(4) 16dCEILING JOIST TO PARALLEL RAFTER, FACE NAIL-(4) 12dRAFTER TO PLATE, TOE NAIL-(2) 10dBUILT-UP CORNER STUDS16" O.C.SEE BELOWCOLLAR TIE TO PARALLEL RAFTER, FACE NAILSEE BELOW8d COMMON NAIL, COATED BOX ACCEPTABLE5/16" - 1/2"6/128d COMMON NAIL5/8" - 1"6/1210d COMMON NAIL OR 8d DEFORMED NAIL1-1/8" - 1-1/4"6/121-1/4" SCREWS, TYPE W OR S1/2" GYPSUM SHEATHING4/81-5/8" SCREWS, TYPE W OR S5/8" GYPSUM SHEATHING4/812" O.C.<= 4/12(12) 16d (18) 16d16" O.C. (15) 16d (22) 16d24" O.C. (23) 16d (30) 16d12" O.C.5/12 - 9/12(5) 16d (7) 16d24" O.C. (10) 16d (12) 16d16" O.C. (7) 16d (9) 16d24" O.C. (8) 16d (10) 16d16" O.C. (5) 16d (7) 16d12" O.C.10/12(4) 16d (5) 16dDescription of Building Elements Number & Type of Fastener Spacing of FastenersWOOD FRAMING CONNECTIONSDescription of FastenerWOOD STRUCTURAL PANELS, SUB-FLOOR, ROOF, AND WALL SHT'G TO FRAMINGDescription of Building MaterialsEdge/Field O.C. Spc'gRafter Spacing (inches)Description of Building MaterialsRAFTER / COLLAR TIE HEEL JOINT CONNECTIONSGround Snow Load (psf)40-70 psf 70-90 psfNOTES:1. NAILING REQUIREMENTS MAY BE REDUCED 25% IF NAILS ARE CLINCHED2. HEEL / JOINT NAILING NOT REQUIRED WHEN RIDGE IS SUPPORTED3. EQUIVALENT NAILING PATTERNS ARE REQUIRED IN CEILING JOIST LAP SPLICES4. 1/2" BOLTS WITH WASHERS EA. SIDE MAY BE SUBSTITUTED ON A 1:4 BOLT / NAIL RATIOFASTENER SCHEDULE FOR STRUCTURAL MEMBERSJoist Size Standard Hanger Heavy Duty HangerWOOD HANGER CONNECTIONSHANGER SPECIFICATION FOR DIMENSIONAL LUMBERHD26JL242x42x6 - 8 JL26HD282x8 - 10 JL28HD2102x10JL210HD2102x12JL210HD212 (all items given are referenced from USP Structural Connectors)SUH24-2(2) 2x4HD24-2SUH26-2(2) 2x6 - 8HD26-2SUH28-2(2) 2x8 -10HD28-2SUH210-2(2) 2x10HD210-2SUH210-2(2) 2x12HD212-2SUH210-3SUH210-3SUH28-3SUH26-3-(3) 2x12(3) 2x10(3) 2x8 -10(3) 2x6 - 8(3) 2x4-HD212-3HD210-3HD28-3HD26-3RELEASED FOR CONSTRUCTION UNAUTHORIZED ALTERATION OR ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7209 (2) OF THE N.Y.S. EDUCATION LAWONLY COPIES FROM THE ORIGINAL PLANS MARKED WITH THE ENGINEER'S ORIGINAL GREEN SEAL SHALL BE CONSIDERED TO BE VALID COPIESDrawing file: C:\Dropbox\VP\projects\Current Client Projects\Witt\Stannard - Cherry St\Stannard FRAMING.dwgPlot date: Jan 02, 2024 - 1:24pm Floor Framing Plans DATE:OF:Sheet Title Project TitleDrawing NumberStannard Residence1/02/202411S103NO HOLES IN CANTILEVERS.ROUND HOLES ONLYALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY.NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION.General NotesALLOWABLE HOLES - HEADERS AND BEAMSSee illustration for Allowed Hole Zone512"714"- 20"438"Header or Beam DepthMaximum RoundHole Size134"2"1"13 DEPTHd2X DIAMETER OF THE LARGEST HOLE - MIN.middle 13 spanLVL and PSL allowed hole zone1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6"2'-0"1'-0"1'-0"1'-0" 1'-0"1'-6"8'-0"5'-6"6'-6" 9'-0"3'-6"4'-0"3'-0"6'-0"7'-0"5'-6"1'-0"1'-6"1'-0"1'-0"3'-0"1'-0"1'-6"1'-0"1'-0"1'-0"4'-0"2'-6"4'-0" 5'-0"2'-0"1'-6"2'-0"3'-0"2'-6"2'-0"9'-6"8'-0"10'-0"9'-0"9'-0"8'-6"8'-0"7'-0"6'-0"6'-6"2'-0"2'-6"1'-6"4'-6"3'-6"3'-6"4'-0"4'-0"7'-0"6'-0"2'-6"2'-6"2'-0"5'-0"4'-0"4'-0"4'-6"5'-0"7'-6"6'-6"1'-6"2'-6"3'-0"5605607'-0"7'-6"11'-0"10'-0"6'-0"2'-6"5'-6"7'-0"4'-0"3'-6"2'-6"6'-0"6'-6"4'-0"3'-0"1'-0"2'-0"3'-6"3'-6"1'-0"9'-0" 12'-0"5'-0"1'-0"14'-0"15'-0"13'-6"9'-0"10'-0"6'-6"2'-6"4'-0"5'-0"11'-0"12'-0"13'-6"10'-0"2'-0" 6'-0" 13'-0"1'-0"1'-0"1'-0"1'-0"1'-0"2'-0"3'-0"1'-0"1'-0"1'-0"8'-6"4'-6"2'-0"1'-0"8'-6"9'-6"6'-0"12'-6"13'-6"10'-6"3'-6"5'-6"5'-6"2'-0"1'-6"1'-0"2'-6"1'-0" 5'-6" 9'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"TABLE B - Minimum distance from edge of hole to inside face of nearest intermediate or cantilever supportFOR SIMPLE SPAN (5' MINIMUM), UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS, ONE MAXIMUM SIZE ROUND HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST.LEAVE 18" OF WEB (MINIMUM) AT TOP AND BOTTOM OF HOLE. DO NOT CUT JOIST FLANGES.TABLES ARE BASED ON UNIFORM LOAD TABLES IN CURRENT DESIGN LITERATURE.RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE.112" ROUND HOLES MAY BE CUT ANYWHERE IN WEB OUTSIDE OF HATCHED ZONE IF THEY ARE LOCATED 3" AWAY HORIZONTALLY (EDGE-TO-EDGE) FROM A LARGER HOLE.MIN. DISTANCE FROM TABLE ANO FIELD CUT HOLES IN HATCHED ZONESTABLE A - Minimum distance from edge of hole to inside face of nearest end supportMINIMUM(APPLIES TO ALL HOLES EXCEPT KNOCKOUTS)6" 6" 1L12 X D1DDL 2 X LMINIMUM2 26" 6" 2ALLOWABLE HOLES - JOISTMIN. DISTANCE FROM TABLE BDO NOT CUT HOLES LARGER THAN 112" IN CANTILEVER6" CLOSELY GROUPED ROUND HOLES ARE PERMITTED IF THE GROUP PERIMETER MEETS REQUIREMENTS FOR ROUND OR SQUARE HOLES.13"SQUARE OR RECTANGULAR HOLE SIZE13"ROUND HOLE SIZE14"2303602101103"SERIES2" 4"612"878" 11"3"2" 4"612"11"878"13"SQUARE OR RECTANGULAR HOLE SIZE13"ROUND HOLE SIZE14"1102303602103"JOISTDEPTHSERIES2" 4" 878" 11" 3"2" 4" 11"878"612"612"5"5"7"7"5" 7"7"5"JOISTDEPTHNO FIELD CUT HOLES IN HATCHED ZONESCALLED NORTHRELEASED FOR CONSTRUCTIONSECOND FLOOR FRAMINGSCALE: 1/4" = 1'-0"NOTES:1. ALL JOISTS TO BE WEYERHAUSER TJI, SEE PLAN FOR SERIES. SHT'G. TO BE NOM. 34" APA RATED.3. INSTALL METAL BRIDGING AT MIDSPAN OF EACH BAY4. PLUMBING SYMBOLS SHOWN ARE ABOVE5. WALLS AND BEAMS SHOWN ARE BELOW6. UNLESS OTHERWISE NOTED USE STANDARD DUTY, FULL HGT. STL. HANGERS AS REQUIRED.5. LAYOUT PROVIDED AS A GUIDE ONLY, REFER TO MFR. SUPPLIED LAYOUT6. INSTALL ALL BRACING AND BLOCKING AS REQ'D BY MFR.7. MFR. IS RESPONSIBLE TO SPECIFY ALL ANCHORS, HANGERS, HARDWARE AND BRIDGING UNLESS OTHERWISE NOTED.8. SUBMIT SHOP DRAWINGS OF ALL ENGINEERED FLOOR/ROOF SYSTEMS TO ENGINEER PRIOR TO FABRICATION.9. FOLLOW MFR'S RECOMMENDATIONS AND INSTRUCTIONS FOR INSTALLATION.THIRD FLOOR FRAMINGSCALE: 1/4" = 1'-0"NOTES:1. ALL JOISTS TO BE WEYERHAUSER TJI, SEE PLAN FOR SERIES. SHT'G. TO BE NOM. 34" APA RATED.3. INSTALL METAL BRIDGING AT MIDSPAN OF EACH BAY4. PLUMBING SYMBOLS SHOWN ARE ABOVE5. WALLS AND BEAMS SHOWN ARE BELOW6. UNLESS OTHERWISE NOTED USE STANDARD DUTY, FULL HGT. STL. HANGERS AS REQUIRED.5. LAYOUT PROVIDED AS A GUIDE ONLY, REFER TO MFR. SUPPLIED LAYOUT6. INSTALL ALL BRACING AND BLOCKING AS REQ'D BY MFR.7. MFR. IS RESPONSIBLE TO SPECIFY ALL ANCHORS, HANGERS, HARDWARE AND BRIDGING UNLESS OTHERWISE NOTED.8. SUBMIT SHOP DRAWINGS OF ALL ENGINEERED FLOOR/ROOF SYSTEMS TO ENGINEER PRIOR TO FABRICATION.9. FOLLOW MFR'S RECOMMENDATIONS AND INSTRUCTIONS FOR INSTALLATION.FIRST FLOOR FRAMINGSCALE: 1/4" = 1'-0"NOTES:1. INSTALL METAL BRIDGING AT MIDSPAN OF EACH BAY2. PLUMBING SYMBOLS SHOWN ARE ABOVE3. WALLS AND BEAMS SHOWN ARE BELOW Drawing file: C:\Dropbox\VP\projects\Current Client Projects\Witt\Stannard - Cherry St\Stannard FRAMING.dwgPlot date: Jan 02, 2024 - 1:24pm ONLY COPIES FROM THE ORIGINAL PLANS MARKED WITH THE ENGINEER'S ORIGINAL GREEN SEAL SHALL BE CONSIDERED TO BE VALID COPIESUNAUTHORIZED ALTERATION OR ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7209 (2) OF THE N.Y.S. EDUCATION LAWRoof Framing Plans DATE:OF:Sheet Title Project TitleDrawing NumberStannard Residence1/02/202411S104CALLED NORTHRELEASED FOR CONSTRUCTIONROOF FRAMINGSCALE: 14" = 1'0"1. TRUSS LAYOUT PROVIDED AS A GUIDE ONLY, REFER TO TRUSS MFR. SUPPLIED LAYOUT.2. TRUSS MFR. IS RESPONSIBLE TO SPECIFY AND FURNISH ALL TRUSS HANGERS, HARDWARE AND WEB/CHORD BRACING AS REQUIRED ON TDD.3. FOLLOW TRUSS MFR'S INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION.4. SUBMIT SHOP DRAWINGS OF ALL PRE-ENGINEERED FLOOR/ROOF SYSTEMS TO ENGINEER PRIOR TO FABRICATION.5. MAINTAIN ON CENTER ALIGNMENT WITH FRAMING MEMBERS BELOW.6. INSTALL TRUSS TIE DOWN CLIP (SIMPSON H1 OR APPROVED EQUAL) @ EA. TRUSS BRG. LOCATION UNLESS NOTED OTHERWISE.7. INSTALL STANDARD DUTY FULL DEPTH STL. RAFTER HANGERS AS SHOWN UNLESS NOTED OTHERWISE. ALL HANGERS PARALLEL TO SLOPE TO HAVE SLOPED SEAT.8. INSTALL CONT. 2X6 RAFTER TIE @ 48" OC. @ ALL OVERLAY FRAMING, MIN. (6)12D NAILS EA. SIDE. INSTALL WITHIN BOTTOM 1 / 3 OF RISE.9. INSTALL CONT. 2X SOLE PLATE FOR ALL OVERLAY FRAMING. MIN. (4) 12D NAIL @ EA. TRUSS/RAFTER BLW.10. INSTALL 2X BLK'G. @ ALL SHT'G. EDGE(S) WITHIN 48" OF ANY GABLE.11. HOLD SHT'G. BACK FROM ALL VENTILATED RIDGES BY 2", BLOCK EDGES.12. SEE SCHEDULE FOR ALL FASTENERS SIZE AND SPACING NOT SPECIFIED.ROOF PLANN.T.S.1. ICE & WATER SHIELD ENTIRE ROOF 12105'-3" HDR. HGT.6'-43 4" HDR. HGT.12106"1'-0"12121212R5'-9"12185'-3" HDR. HGT. 4'-0"9'-25 8"10'-2"10'-9"10'-9"2"3'-4"3'-0"OPTIONALCUPOLAFoundation Notes1. DIMENSIONS SHOWN ARE TO FACE OF CONCRETE WALL.2. DESIGN AND LAYOUT OF SITE AND FOUNDATION DRAINAGE IS BY OTHERS.3. FOUNDATION WATERPROOFING SYSTEM DESIGN AND SPECIFICATION IS BY OTHERS.4. FOUNDATION LAYOUT TO BE VERIFIED BY LICENSED PROFESSIONAL LAND SURVEYOR.5. FOOTING, PIERS AND WALLS TO BE 3000 PSI @ 28 DAYS, NO MORE THAN 0.75 % CALCIUM CHLORIDE WITH 5% TO 7% AIR ENTRAINED.6. WALLS/FOOTINGS/PIERS/LEVELING BEDS CAST DIRECTLY UPON BEDROCK SHALL HAVE #4X18" DOWELS (8" EMBEDDMENT) @ 48" OC AND WITHIN 24" OF EACH CORNER. IF A LEVELING BED IS USED IT SHALL HAVE NO VERTICAL DIMENSION OF LESS THAN 6" AND HAVE A MINIMUM OF (2) #4 BARS CAST IN PLACE.7. GARAGE, PORCH, CARPORT, AND EXTERIOR SLABS AND STEPS TO BE A MIN. OF 4" THICK, 3,500 PSI MIX, WITH 5 % TO 7% AIR ENTRAINED. W1.4X6 W.W.M. RECOMMENDED FOR ALL SLABS CAST ON GRADE (MIN.).8. ALL FOOTING PENETRATIONS SHALL NOT DISRUPT REINFORCEMENT, HAVE A MINIMUM OF 6" CONC. COVER AND (3) #5 BARS ABOVE THAT EXTEND 18" BEYOND PENETRATION.9. ALL ITEMS SHOWN ARE TYPICAL AND RECOMMENDED MINIMUMS. ONSITE UPSIZING OF REINFORCEMENT IS PERMITTED UNDER THE FOLLOWING CONDITIONS: REINFORCEMENT SHALL NOT BE DECREASED IN SIZE OR LAP. NO BARS SHALL BE UPSIZED MORE THAN TWO SIZES. BAR FREQUENCY SHALL NOT BE DECREASED MORE THAN 30%.10. ALL REINFORCEMENT SHALL SHALL HAVE A MINIMUM CLEAR COVER PER ACI 318-14 AND 332-14.11. SPLICES IN REINFORCEMENT BARS NOT SHOWN SHALL HAVE A MINIMUM LAP OF 30 BAR DIAMETERS AND BE TIED NEAT W/ TIE WIRE @ 12" O.C.* = Ground snow load, no slope reductionFIGURE R301.2(4)AMPH115WindFIGURE R301.2(5)PSF601050Roof (snow)*TABLE R301.5PSF1010CeilingsTABLE R301.5PSF501040FloorsTABLE R301.5PSF905040Concrete DecksTABLE R301.5PSF905040Lower LevelPCF130BackfillPSF2000Assumed substrate capacitySourceUnitTotalDeadLiveLoadWood Decks 40 10 50 PSF TABLE R301.5Exterior Balconies 40 10 60 PSF TABLE R301.5Design Loads1. ALL CONSTRUCTION TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE (RCNYS), THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE (ECCNYS), AND ALL APPLICABLE LAWS, STATUTES, AND ALL LOCAL RULES AND REGULATIONS.2. THE BUILDER IS SOLELY RESPONSIBLE TO COMPLY WITH ALL LAWS, RULES, ORDINANCES, AND ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.3. THE BUILDER IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK.4. THE PROFESSIONAL SERVICES OF THE ENGINEER DO NOT EXTEND TO OR INCLUDE THE DESIGN, REVIEW OR ENGINEERING OF ANY PORTION OF THE :◦BUILDING SITE INCLUDING SUBSURFACE DRAINAGE◦BUILDING OR SITE MECHANICAL SYSTEMS ◦ARCHITECTURAL FINISH MATERIALS AND/OR SYSTEMS ◦SITE OBSERVATION OF THE CONTRACTORS WORK OR PERFORMANCE.THUS, THE ENGINEER IS NOT RESPONSIBLE AND IS TO BE HELD HARMLESS BY ALL PARTIES FROM ANY CLAIM OR SUIT WHATSOEVER, INCLUDING ALL PAYMENTS OR COSTS INVOLVED ARISING FROM OR ALLEGED TO HAVE ARISEN FROM WORK OUTSIDE OF THE ENGINEERS SCOPE OF SERVICES.5. IT IS THE BUILDERS RESPONSIBILITY TO REVIEW ALL DRAWINGS, DIMENSIONING AND DETAILING AND TO ASSESS AND VERIFY MEASUREMENTS OF EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK.6. DRAWINGS NOT TO BE SCALED FROM FOR FIELD WORK PURPOSES.7. ALL DIMENSIONS SHOWN ARE TO FACE OF STRUCTURAL MEMBER UNLESS OTHERWISE NOTED.8. WHERE THE TERM 'TYPICAL' IS USED ON THE DRAWINGS THE ITEM/DETAIL IS TO BE USED/APPLIED AT ALL PRACTICAL INSTANCES THROUGHOUT THE PROJECT.9. FIRE STOPPING SHALL BE PROVIDED AS PER THE RCNYS, NO MORE THAN 10'-0" O.C. VERTICALLY.10. ALL FRAMING LUMBER TO BE SPF(s) #2 OF BETTER (Fb=775PSI).11. ALL STL. HARDWARE AND FASTENERS IN CONTACT WITH MASONRY OR PRESSURE TREATED LUMBER TO HAVE MFR. APPLIED G-185 ZINC GALVANIZED (MIN.) COATING OR APPROVED EQUAL.12. ALL HEADERS TO BE (2) 2X10'S ON EXTERIOR WALLS AND 2X4 CRIBBED HDR. ON INTERIOR WALLS UNLESS OTHERWISE NOTED.13. ALL HEADERS IN BEARING WALLS ON OPENINGS 5'-0" OR GREATER SHALL BE SUPPORTED ON EACH SIDE BY A MINIMUM OF TWO (2) STUDS THE SIZE OF THE ADJACENT BEARING WALL. (USE SINGLE STUDS FOR OPENINGS UNDER 5'-0").14. ALL JOINTS AND OPENINGS IN THE BUILDING ENVELOPE SYSTEM, INCLUDING THOSE AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALLS AND ROOF/CEILINGS, BETWEEN WALLS AND FLOORS AND FOUNDATIONS, BETWEEN WALL PANELS, AT UTILITY SERVICE PENETRATIONS AND BETWEEN DISSIMILAR MATERIALS SHALL BE CAULKED, GASKETED, WEATHER STRIPPED, OR OTHERWISE SEALED.15. AIR INFILTRATION BARRIERS SHALL BE INSTALLED WHETHER A VENTILATED SIDING MATERIAL IS INSTALLED OR THE SIDING TECHNIQUE NECESSITATES A LOOSE FITTING APPLICATION.16. ELECTRICAL WIRING AND EQUIPMENT DESIGNED AND INSTALLED IN CONFORMITY WITH ANSI, NATIONAL ELECTRICAL CODE, AND SHALL MEET ALL LOCAL CODES.17. ALL LIGHTING, WIRING, GROUNDING AND DEVICES SHALL BE UL RATED LISTED AND COMPLY WITH THE NEC INCLUDING GROUND FAULT PROTECTION FOR ALL BATHROOMS AND EXTERIOR OUTLETS.18. ELECTRICAL SWITCHES MUST BE BLOCKED AWAY FROM DOOR TO ACCOMMODATE 3 1/2" TRIM.19. SUBMIT SHOP DRAWINGS OF ALL ENGINEERED FLOOR/ROOF SYSTEMS TO ENGINEER PRIOR TO FABRICATION.General NotesDrawing file: C:\Dropbox\VP\projects\Current Client Projects\Witt\Stannard - Cherry St\Stannard Detached Garage - rev1.dwgPlot date: Mar 07, 2024 - 10:00amONLY COPIES FROM THE ORIGINAL PLANS MARKED WITH THE ENGINEER'S ORIGINAL GREEN SEAL SHALL BE CONSIDERED TO BE VALID COPIESUNAUTHORIZED ALTERATION OR ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7209 (2) OF THE N.Y.S. EDUCATION LAWDrawing NumberProject Title Sheet TitleOF:DATE:23/07/2024Stannard Detached Garage Exterior Elevations NORTHWEST ELEVATIONSCALE: 1/4" = 1'-0"Project Location:Lot 2, Cherry StreetSaratoga Springs, NY 12866Note: Use of this drawing set is licensed for construction of one dwelling, only at the above address.NORTHEAST ELEVATIONSCALE: 1/8" = 1'-0"SOUTHEAST ELEVATIONSCALE: 1/8" = 1'-0"SOUTHWEST ELEVATIONSCALE: 1/8" = 1'-0"plans and drawingsfor theStannardDetached Garage WINDOW SCHEDULETag Model Unit Size Type Construction Glass Spring RemarksHeader Header Hgt.100 2535 2'-1" x 2'-11" FIXED ALUM. CLAD WOOD INSULATED, LOW-E 0" BLACKOUT TYPICAL (SEE NOTES) 5'-3"101 2535-2 4'-2" x 2'-11" DOUBLE HUNG - DBL. ALUM. CLAD WOOD INSULATED, LOW-E 0" TYPICAL (SEE NOTES) 6'-4 3/4"102 1717 1'-5" x 1'-5" FIXED ALUM. CLAD WOOD INSULATED, LOW-E 0" BLACKOUT TYPICAL (SEE NOTES) 4'-3 1/2"103 1717 1'-5" x 1'-5" FIXED ALUM. CLAD WOOD INSULATED, LOW-E 0" BLACKOUT TYPICAL (SEE NOTES) 4'-3 1/2"104 1717 1'-5" x 1'-5" FIXED ALUM. CLAD WOOD INSULATED, LOW-E 0" BLACKOUT TYPICAL (SEE NOTES) 4'-3 1/2"105 2535 2'-1" x 2'-11" FIXED ALUM. CLAD WOOD INSULATED, LOW-E 0" TYPICAL (SEE NOTES) 5'-3"106 1717 1'-5" x 1'-5" FIXED ALUM. CLAD WOOD INSULATED, LOW-E 0" BLACKOUT TYPICAL (SEE NOTES) 4'-3 1/2"DOOR SCHEDULENumber Door Size Type Glass Spring Rating Remarks Header Header Hgt.100 16'-0" x 8'-0" OVERHEAD DOOR TEMPERED INSUL., LOW-E 0" NR 3-1/2" X 18" LVL W/ (1) TOP PLATE 7'-6"101 3'-0" x 6'-8" EXTERIOR DOOR TEMPERED INSUL., LOW-E0" NR TYPICAL (SEE NOTES) 6'-5"CONTINUOUS RIDGE VENT (BEYOND) - 10 SQ. IN. MIN. NET FREE VENT AREA PER LINEAL FOOTBITUMINOUS FILLERUNDISTURBEDSOIL16"W X 8"T 3,000 PSI MIX CONC. FTG. W/ (2) #4 BARS - CONT.8" 3,000 PSI MIX CONC. WALLEXTERIOR SIDING SEE SPECS.FG ROOF SHINGLES58" APA-RATED ROOF SHT'G.15# FELT12" APA RATED EXT. SHT'G.AIR INFILTRATION BARRIER W/ DRAIN CHANNEL, TAPE ALL SEAMS#4 VERTICAL BAR @ 48" O.C.MAINTAIN 1" AIRSPACEOPTIONAL ATTIC ROOF TRUSSES @ 24" O.C.4" CONC. SLAB ON GRADE WITH1.4 X 6" WWM & 6 MIL. POLY VAPORRETARDER OVER 3" SAND BED ANDMIN. 6" COMP. GRANULAR FILLUNDISTURBEDSOIL12" X 12" ANCHOR BOLTS @ 48" O.C. AND WITHIN 12", BUT NOT LESS THAN 7 Ø, OF EACH SILL PLATE SECTION. (2) BOLTS MIN. PER PLATE SECTION. #4 HORIZONTAL BAR12" GYP. BD. - 58" OPTIONAL3"XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX1210121010'-0"±6'-8"±R5'-9"12182'-0" MIN.I&W SHIELDCOR-A-VENT "IN-VENT" ROOF VENT OR EQ. - 6.75 SQ. IN. MIN. NET FREE VENT AREA PER LINEAL FOOT - FOLLOW ALL MFR. INSTALLATION INSTRUCTIONS1" AIRSPACEIN SHT'GPITCH SLAB 3"OPT. R13 K.F. BATT. INSULOPT. R30 K.F. BATT. INSULICE & WATER SHIELD - ALL EAVESMETAL DRIP EDGE2X8 FASCIA W/ 1X4 TRIM4'-0"112"9'-118"10'-2" 3'-512"3"3'-0"3"RIDGERIDGET/O WALLT/O WALLT/O FTG.7'-6" HDR. HGT. 3'-2"5'-3" HDR. HGT.6"1'-0"DBL. TOP PLATES2X4 STUDS @ 16" O.C.12" GYP. BD.P.T. 2X4 SILL OVER FOAM SILL SEALER.2X8 OVERLAY RAFTERS @ 24" O.C.HOLD BACK SHT'G 2" EA. SIDE34" T&G SUB-FLOOR - GLUE & NAIL312" X 18" LVL HDR. W/ SINGLE TOP PLATE - NAIL PLATE SPLICE INTO HDR. PER FASTENER SCHEDULESIMPSON H2A OR EQ. TIE - OPT. TRUSS SCREW1'-0" 3'-012" HDR. HGT. 6"OPTIONAL CUPOLAA222'-0"22'-0" 11'-0"7'-3"3'-9"11'-0"11'-0"3'-0"3'-0"A21001011014P 4P DETACHEDGARAGEATTIC ACCESS 2'-6"1'-1012"ROOF TRUSS @ 24" O.C. ROOF TRUSS @ 24" O.C.NOTE: OWNER OPTION ATTIC PULL DOWN STAIR AND ATTIC TRUSSA2A2FOUNDATION PLANSCALE: 1/4" = 1'-0"Drawing file: C:\Dropbox\VP\projects\Current Client Projects\Witt\Stannard - Cherry St\Stannard Detached Garage - rev1.dwgPlot date: Mar 07, 2024 - 10:00am Drawing NumberProject Title Sheet TitleOF:DATE:23/07/2024Stannard Detached Garage Plans and Sections FLOOR PLANSCALE: 1/4" = 1'-0"ONLY COPIES FROM THE ORIGINAL PLANS MARKED WITH THE ENGINEER'S ORIGINAL GREEN SEAL SHALL BE CONSIDERED TO BE VALID COPIESUNAUTHORIZED ALTERATION OR ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7209 (2) OF THE N.Y.S. EDUCATION LAWSECTION A-ASCALE: 3/8" = 1'-0"CALLED NORTH Fiberglass-Based Asphalt Shingles & Accessories PROJECT ARCHITECT RESPONSIBILITY: This is a general specification guide, intended to be used by experienced construction professionals, in conjunction with good construction practice and professional judgment. This guide is to aid in the creation of a complete building specification that is to be fully reviewed and edited by the architect of record (specifier). Sections of this guide should be included, edited, or omitted based on the requirements of a specific project. It is the res ponsibility of both the specifier and the purchaser to determine if a product or system is suitable for its intended use within their projects respective zip code. Neither Owens Corning, nor any of its subsidiary or affiliated companies, assume any responsibility for the content of this specification guide relative to actual projects and specifically disclaim any and all liability for any errors or omissions i n design, detail, structural capability, attachment details, shop drawings or other construction related details, whether based upon the information provided by Owens Corning or otherwise. SECTION 07 31 13.13 - FIBERGLASS-BASED ASPHALT SHINGLES & ACCESSORIES PART 1 GENERAL 1.1 SECTION INCLUDES A. Roof shingles and accessories including the following: 1. Fiberglass-based asphalt shingles. 2. Hip and ridge shingles. 3. Starter shingles. 4. Self-adhering ice and water barrier. 5. Shingle underlayment. 6. Attic ventilation. 7. Fasteners. 8. Metal flashing and trim. 1.2 RELATED SECTIONS **NOTE TO SPECIFIER** Delete and/or add other sections as required. A. Section 061000 - Rough Carpentry. B. Section 071300 – Sheet Waterproofing. C. Section 072200 - Roof and Deck Insulation; for insulation placed over roof decking. D. Section 076000 - Flashing and Sheet Metal; for snow guards, metal flashing and drip edges, including step-type flashing installed with shingles. E. Section 077100 – Roof Specialties: Manufactured Gutters and Downspouts. F. Section 077200 - Roof Accessories. G. Section 086000 – Roof Windows and Skylights. **NOTE TO SPECIFIER** Delete references from the list below that are not required. 1.3 REFERENCES A. American Society of Civil Engineers (ACSE): 1. ASCE 7 – Minimum Design Loads for Buildings and Other Structures. B. Asphalt Roofing Manufacturers Association (ARMA). Fiberglass-Based Asphalt Shingles & Accessories C. ASTM International (ASTM): 1. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc Coated (Galvanized) or Zinc - Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. 2. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate. 3. ASTM B370 – Standard Specification for Copper Sheet and Strip for Building Construction. 4. ASTM D226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing. 5. ASTM D228 - Standard Test Method for Sampling, Testing, and Analysis of Asphalt Roll Roofing, Cap Sheets, and Shingles Used in Roofing and Waterproofing. 6. ASTM D1079 – Standard Terminology Relating to Roofing and Waterproofing. 7. ASTM D1970 - Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection. 8. ASTM D3018 - Standard Specification for Class A Asphalt Shingles Surfaced with Mineral Granules. 9. ASTM D3161 - Standard Test Method for Wind-Resistance of Asphalt Shingles (Fan-Induced Method). 10. ASTM D3462 - Standard Specification for Asphalt Shingles Made from Glass felt and Surfaced with Mineral Granules 11. ASTM D4586 - Standard Specification for Asphalt Roof Cement, Asbestos-Free. 12. ASTM D4869 - Standard Specification for Asphalt-Saturated Organic Felt Underlayment Used in Steep Slope Roofing. 13. ASTM D6381 - Standard Test Method for Measurement of Asphalt Shingle Mechanical Uplift Resistance. 14. ASTM D6757 - Standard Specification for Underlayment Felt Containing Inorganic Fibers Used in Steep-Slope Roofing. 15. ASTM D7158 - Standard Test Method for Wind Resistance of Sealed Asphalt Shingles (Uplift Force/Uplift Resistance Method). 16. ASTM E108 - Standard Test Methods for Fire Tests of Roof Coverings. 17. ASTM F1667 - Standard Specification for Driven Fasteners: Nails, Spikes, and Staples. 18. ASTM D6163 – Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Glass Fiber Reinforcements 19. ASTM D6164 – Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Polyester Reinforcements 20. ASTM D8257 – Standard Specification for Mechanically Attached Polymeric Roof Underlayment Used in Steep Slope Roofing D. Cool Roof Rating Council (CRRC): Product Rating Program. E. Canadian Standards Association (CSA): CAN/CSA A123.5 - Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules. Note: Applicable only to products sold for use in Canada. F. Canadian Standards Association (CSA): CAN/CSA A123.22 – Self-adhering polymer modified bituminous sheet materials used as steep slop roofing underlayment for ice dam protection. Note: Applicable only to products sold for use in Canada G. Canadian Standards Association (CSA): CAN/CSA A123.3 – Asphalt saturated organic roofing felt. Note: Applicable only to products sold for use in Canada H. Canadian Standards Association (CSA): CAN/CSA A220.1 – Installation of concrete roof tiles. Note: Applicable only to products sold for use in Canada I. California Building Standards Commission (CBSC): 1. California Building Code, California Code of Regulations Title 24. Fiberglass-Based Asphalt Shingles & Accessories J. FM Approvals 1. FM 4474 - American National Standard for Evaluating the Simulated Wind Uplift Resistance of Roof Assemblies Using Static Positive and/or Negative Differential Pressures. 2. FM 4475 – Approval Standard for Class 1 Steep Slope Roof Covers K. Florida Building Commission (FBC): 1. Florida Building Code. 2. Florida Product Approvals. L. Environmental Protection Agency (EPA): ENERGY STAR Rating System. M. International Code Council (ICC): 1. International Residential Code (IRC). 2. International Building Code (IBC). N. International Code Council Evaluation Service (ICC-ES) 1. ICC-ES Evaluation Reports. 2. ICC-ES Acceptance Criteria. O. Intertek 1. Intertek Code Compliance Research Report (CCRR) P. Miami-Dade County Department of Regulatory and Economic Resources (RER), Product Control Section: 1. Miami-Dade County Notice of Acceptance (NOA). Q. National Roofing Contractors Association (NRCA). R. Sheet Metal and Air Conditioning Contractors National Association, 1nc. (SMACNA) – Architectural Sheet Metal Manual. S. Texas Department of Insurance (TDI): Product Listing. T. Underwriters Laboratories (UL): 1. UL 790 - Standard Test Methods for Fire Test of Roof Coverings. 2. UL 2218 - Impact Resistance of Prepared Roof Covering Materials. 3. UL 1897 – Uplift Tests for Roof Covering Systems U. PRI Evaluation Services 1. PRI Evaluation Reports. V. US Green Building Council (USGBC): Leadership in Energy and Environmental Design (LEED). W. SCS Global Services – 20% Pre-Consumer Recycled Content Certification 1.4 REGULATORY REQUIREMENTS AND CERTIFICATIONS A. Provide a roofing system having an Underwriters Laboratories (UL) Class A or ASTM E108 Class A fire resistance classification. B. When applicable, provide a roofing system that will help to qualify points for LEED certification: 1. Sustainable Site credit – Heat Island Reduction. 2. Materials and Resource credit – Building Product Disclosure and Optimization - Environmental Product Declaration (manufacturer specific Environmental Product Declarations). Fiberglass-Based Asphalt Shingles & Accessories 3. Materials and Resource credit – Building Product Disclosure and Optimization – Sourcing of Raw Materials. 4. Materials and Resources credit – Construction and Demolition Waste Management. C. Install all roofing products in accordance with all federal, state and local building codes. D. All work shall be performed in a manner consistent with current OSHA guidelines. **NOTE TO SPECIFIER** Delete as required. 1.5 PRODUCT ATTRIBUTES A. When applicable, provide fiberglass-based asphalt shingle with SureNail® Technology, a woven fabric reinforcing strip in the nailing zone on the shingle’s top surface. 1.6 SUBMITTALS A. Submit under provisions of Section 013300 - Submittal Procedures. B. Submit printed copies of Owens Corning product data sheets indicating product characteristics, product information, installation instructions (including required preparation and installation proc edures) and product limitations and color samples. C. Certificate of Compliance: Provide Certificate of Compliance or Evaluation Report from independent laboratory or Evaluation Agency indicating that Owens Corning asphalt shingles made in normal production meet or exceed the requirements of the following: 1. ASTM D3462. 2. ASTM D3161/D7158 – Indicating a Class of Wind Resistance. 3. ASTM E108/UL790 – Indicating Class A Fire Resistance. D. LEED submittal: When appropriate provide a LEED submittal and coordinate with provisions in Section 013563 – Sustainability Certification Project Requirements and Section 013566 – Sustainability Certification Project Procedures. E. Shop Drawings: Indicate specially configured metal flashing, jointing methods and locations, fastening methods and locations, and installation details as required by project conditions. F. Copy of Warranty: For warranty specified in Section 1.9. **NOTE TO SPECIFIER** Delete selection samples if colors have already been selected. G. Selection Samples: Two complete sets of samples, representing manufacturer's full range of available products and colors. H. Verification Samples: For each product and finish specified, two samples representing actual products and colors. 1.7 PRE-INSTALLATION MEETING A. For all projects, a pre-installation meeting is strongly recommended. Conduct a pre-installation meeting at the site prior to commencing work in this section. Require attendance of entities directly concerned with roof installation. Topics to be discussed: 1. Safety procedures. 2. Installation procedures/method (including substrate preparation), sequencing of materials, and coordination with installation of other/adjacent work. Fiberglass-Based Asphalt Shingles & Accessories 3. Roofing material availability, storage and handling. 4. Additional roof covering and roof accessory materials. 5. Through roof penetrations and other roof details. 6. Product compliance – Verify that products comply with requirements specified by local Authority Having Jurisdiction (AHJ) 7. All other items related to successful execution/completion of work. B. Submit printed copies of Owens Corning product data sheets indicating product charac teristics, product information, installation instructions (including required preparation and installation procedures), product limitations and color samples. 1.8 QUALITY ASSURANCE A. Manufacturer Qualifications: Provide all primary roofing products, including shingles, underlayment, ice and water barrier, and ventilation, by a single manufacturer. B. Installer Qualifications: Installer shall be licensed or otherwise authorized by all federal, state and local authorities to install all products specified in this section. Installer shall follow Owens Corning published installation instructions. **NOTE TO SPECIFIER** Delete one of two options below. Select option based on desired warranty. 1. Installer shall be an Owens Corning Roofing Platinum Preferred Contractor as defined and certified by Owens Corning. 2. Installer shall be an Owens Corning Roofing Preferred Contractor as defined and certified by manufacturer. 1.9 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to site in manufacturer’s unopened bundles with labels intact and legible. B. Store all products in manufacturer's unopened, labeled packaging until they are ready for installation. C. Store all products in accordance with Owens Corning recommendations. D. Do not install underlayment or shingles on wet surfaces. E. Store and dispose of solvent-based materials in accordance with all federal, state and local regulations. F. For rooftop loading, lay shingle bundles flat. Do not bend over the ridge. 1.10 PROJECT CONDITIONS A. Do not install systems under environmental conditions outside Owens Corning recommended limits. Proceed with work only when existing and forecasted weather conditions will permit work to be performed within Owens Corning recommended limits. 1.11 WARRANTY A. Standard Limited Warranty: Provide to the Owner Corning standard prorated warranty coverage for materials in the event of a material defect, including up to 10 years Tru Protection® coverage. Refer to actual warranty for complete details, limitations and requirements. B. Manufacturer’s Extended Limited Warranty: Provide to the Owner Owens Corning standard extended warranty coverage labor and materials in the event of a material defect. Refer to actual warranty for complete details, limitations and requirements. Fiberglass-Based Asphalt Shingles & Accessories **NOTE TO SPECIFIER** Delete one of two options below. Select option based on desired warranty. 1. Owens Corning System Protection Roofing Limited Warranty including extended Tru Protection® (non-prorated) coverage on installed Owens Corning Roofing System products. The length of the Tru Protection® coverage is based upon the shingle product installed on the field of the roof. Coverage can only be provided by a designated Owens Corning Roofing Preferred or Platinum Preferred Contractor. 2. Owens Corning Preferred Protection Roofing System Limited Warranty includes Tru Protection® (non-prorated) coverage on installed Owens Corning Roofing System products. The length of the Tru Protection® coverage is based upon the shingle product installed on the field of the roof. This warranty will also cover workmanship defects by the installer. Coverage can only be provided by a designated Owens Corning Roofing Preferred or Platinum Preferred Contractor. 3. Owens Corning Platinum Protection Roofing System Limited Warranty includes Tru Protection® (non-prorated) coverage on installed Owens Corning Roofing System products. The length of the Tru Protection® coverage is based upon the shingle product installed on the field of the roof. This warranty will also cover workmanship defects by the installer. Coverage can only be provided by a designated Owens Corning Roofing Platinum Preferred Contractor. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: Owens Corning Roofing and Asphalt, LLC. One Owens Corning Pkwy. Toledo, OH 43659. Toll Free: 1-800-ROOFING. Email: ocbuildingspec@owenscorning.com. Web: www.owenscorning.com. B. Requests for substitutions will be considered in accordance with provisions of Section 016000. 2.2 ASPHALT SHINGLES **NOTE TO SPECIFIER** Delete roof shingle products from the list below that are not required. **NOTE TO SPECIFIER** Verify with the manufacturer regional product availability. A. Duration® Premium (Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Product Attributes: Includes SureNail® Technology, a woven fabric reinforcing strip in the nailing zone on the shingle’s top surface. 2. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 3. Exposure: 5-5/8 in (143 mm). 4. Shingles per Square: 64. 5. Bundles per Square: 4 bundles of 16 shingles. 6. Coverage per Square: 98.4 sq ft (9.1 sq m). 7. Color: As selected from manufacturer’s full range. 8. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108/UL 790 (Class A Fire Resistance), ICC-ES AC438, and PRI ER 1378E01. B. Duration® Premium (Non Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Product Attributes: Includes SureNail® Technology, a woven fabric reinforcing strip in the nailing zone on the shingle’s top surface. 2. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 3. Exposure: 5-5/8 in (143 mm). 4. Shingles per Square: 64. 5. Bundles per Square: 4 bundles of 16 shingles. 6. Coverage per Square: 98.4 sq ft (9.1 sq m). 7. Color: As selected from manufacturer’s full range. Fiberglass-Based Asphalt Shingles & Accessories 8. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108 /UL 790 (Class A Fire Resistance), ICC-ES AC438, and PRI ER 1378E01. C. Duration® Premium COOL (Non-Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Product Attributes: Includes SureNail® Technology, a woven fabric reinforcing strip in the nailing zone on the shingle’s top surface. 2. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 3. Exposure: 5-5/8 in (143 mm). 4. Shingles per Square: 64. 5. Bundles per Square: 4 bundles of 16 shingles. 6. Coverage per Square: 98.4 sq ft (9.1 sq m). 7. Color: As selected from manufacturer’s full range. 8. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108/UL 790 (Class A Fire Resistance), meets the ENERGY STAR® requirements for initial solar reflectance of 0.25 and 3-year aged solar reflectance of 0.15, 2010 California Building Energy Efficiency Standards, Title 24, Part 6 requirements, Listed by the Cool Roof Rating Council (CRRC), ICC- ES AC438, PRI ER 1378E01, and Florida Product Approval. D. TruDefinition® Duration® (Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Product Attributes: Includes SureNail® Technology, a woven fabric reinforcing strip in the nailing zone on the shingle’s top surface. 2. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 3. Exposure: 5-5/8 in (143 mm). 4. Shingles per Square: 64. 5. Bundles per Square: 3 bundles of 20 or 22 shingles. 6. Coverage per Square: 98.4 sq ft (9.1 sq m). 7. Color: As selected from manufacturer’s full range. 8. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108/UL 790 (Class A Fire Resistance), CSA A123.5, ICC-ES AC438, PRI ER 1378E01, Florida Product Approval, and Miami-Dade County Product Approval. E. TruDefinition® Duration® (Non-Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Product Attributes: Includes SureNail® Technology, a woven fabric reinforcing strip in the nailing zone on the shingle’s top surface. 2. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 3. Exposure: 5-5/8 in (143 mm). 4. Shingles per Square: 64. 5. Bundles per Square: 3 bundles of 20 or 22 shingles. 6. Coverage per Square: 98.4 sq ft (9.1 sq m). 7. Color: As selected from manufacturer’s full range. 8. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108 /UL 790 (Class A Fire Resistance), ICC-ES AC438, PRI ER 1378E01, Florida Product Approval, and Miami-Dade County Product Approval. Fiberglass-Based Asphalt Shingles & Accessories F. TruDefinition® Duration® COOL (Non-Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Product Attributes: Includes SureNail® Technology, a woven fabric reinforcing strip in the nailing zone on the shingle’s top surface. 2. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 3. Exposure: 5-5/8 in (143 mm). 4. Shingles per Square: 64. 5. Bundles per Square: 3 bundles of 20 or 22 shingles. 6. Coverage per Square: 98.4 sq ft (9.1 sq m). 7. Color: As selected from manufacturer’s full range. 8. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108/UL 790 (Class A Fire Resistance), Listed by the Cool Roof Rating Council (CRRC), ICC-ES AC438, PRI ER 1378E01, Florida Product Approval, and Miami-Dade County Product Approval. G. TruDefinition® Duration® COOL PLUS (Non-Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Product Attributes: Includes SureNail® Technology, a woven fabric reinforcing strip in the nailing zone on the shingle’s top surface. 2. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 3. Exposure: 5-5/8 in (143 mm). 4. Shingles per Square: 64. 5. Bundles per Square: 3 bundles of 20 or 22 shingles. 6. Coverage per Square: 98.4 sq ft (9.1 sq m). 7. Color: As selected from manufacturer’s full range. 8. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108/UL 790 (Class A Fire Resistance), Listed by the Cool Roof Rating Council (CRRC), ICC-ES AC438, PRI ER 1378E01, Florida Product Approval, and Miami-Dade County Product Approval. H. TruDefinition® Duration® Designer Color Collection (Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Product Attributes: Includes SureNail® Technology, a woven fabric reinforcing strip in the nailing zone on the shingle’s top surface. 2. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 3. Exposure: 5-5/8 in (143 mm). 4. Shingles per Square: 64. 5. Bundles per Square: 3 bundles of 20 or 22 shingles. 6. Coverage per Square: 98.4 sq ft (9.1 sq m). 7. Color: As selected from manufacturer’s full range. 8. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108 /UL790 (Class A Fire Resistance), CSA A123.5, Florida Product Approval, Miami-Dade County Product Approval, ICC-ES AC438, and PRI ER 1378E01. I. TruDefinition® Duration® Designer Color Collection (Non Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Product Attributes: Includes SureNail® Technology, a woven fabric reinforcing strip in the nailing zone on the shingle’s top surface. 2. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 3. Exposure: 5-5/8 in (143 mm). 4. Shingles per Square: 64. 5. Bundles per Square: 3 bundles of 20 or 22 shingles. 6. Coverage per Square: 98.4 sq ft (9.1 sq m). 7. Color: As selected from manufacturer’s full range. Fiberglass-Based Asphalt Shingles & Accessories 8. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108/UL790 (Class A Fire Resistance), Florida Product Approval, Miami-Dade County Product Approval, ICC-ES AC438, and PRI ER 1378E01.. J. TruDefinition® Duration MAX® (Non Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Product Attributes: Includes SureNail® Technology, a woven fabric reinforcing strip in the nailing zone on the shingle’s top surface. 2. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 3. Exposure: 5-5/8 in (143 mm). 4. Shingles per Square: 64. 5. Bundles per Square: 4 bundles of 16 shingles. 6. Coverage per Square: 98.4 sq ft (9.1 sq m). 7. Color: As selected from manufacturer’s full range. 8. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108/UL 790 (Class A Fire Resistance), ICC-ES AC438, and PRI ER 1378E01. K. TruDefinition® Duration STORM® Impact Resistant (Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Product Attributes: Includes SureNail® Technology, a woven fabric reinforcing strip in the nailing zone on the shingle’s top surface; and UL 2218 Class 4 impact resistance. 2. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 3. Exposure: 5-5/8 in (143 mm). 4. Shingles per Square: 64. 5. Bundles per Square: 3 bundles of 20 or 22 shingles. 6. Coverage per Square: 98.4 sq ft (9.1 sq m). 7. Color: As selected from manufacturer’s full range. 8. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108/UL 790 (Class A Fire Resistance), UL 2218 (Class 4 Impact Resistance), CSA A123.5, ICC-ES AC438, and PRI ER 1378E01. L. TruDefinition® Duration FLEX® Impact Resistant (Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Product Attributes: Includes SureNail® Technology, a woven fabric reinforcing strip in the nailing zone on the shingle’s top surface; SBS modified asphalt; and UL 2218 Class 4 impact resistance. 2. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 3. Exposure: 5-5/8 in (143 mm). 4. Shingles per Square: 64. 5. Bundles per Square: 3 bundles of 20 or 22 shingles. 6. Coverage per Square: 98.4 sq ft (9.1 sq m). 7. Color: As selected from manufacturer’s full range. 8. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108/UL 790 (Class A Fire Resistance), UL 2218 (Class 4 Impact Resistance), and PRI ER 1378E01. M. TruDefinition® Oakridge® (Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 2. Exposure: 5-5/8 in (143 mm). Fiberglass-Based Asphalt Shingles & Accessories 3. Shingles per Square: 64. 4. Bundles per Square: 3. 5. Coverage per Square: 98.4 sq ft (9.1 sq m). 6. Color: As selected from manufacturer. 7. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108/UL 790 (Class A Fire Resistance), , ICC-ES AC438, PRI ER 1378E01, Florida Product Approval, and Miami-Dade County Product Approval N. Oakridge® (Non Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 2. Exposure: 5-5/8 in (143 mm). 3. Shingles per Square: 64. 4. Bundles per Square: 3 bundles of 20 or 22 shingles. 5. Coverage per Square: 98.4 sq ft (9.1 sq m). 6. Color: As selected from manufacturer’s full range. 7. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108 /UL 790 (Class A Fire Resistance), Florida Product Approval, Miami-Dade County Product Approval, CSA A123.5, ICC-ES AC438, and PRI ER 1378E01. Shasta White Color meets ENERGY STAR requirements for initial solar reflectance of 0.25 and 3 -year aged solar reflectance of 0.15. O. Oakridge® (Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 2. Exposure: 5-5/8 in (143 mm). 3. Shingles per Square: 64. 4. Bundles per Square: 3 bundles of 20 or 22 shingles. 5. Coverage per Square: 98.4 sq ft (9.1 sq m). 6. Color: As selected from manufacturer’s full range. 7. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108 /UL 790 (Class A Fire Resistance), CSA A123.5, ICC-ES AC438, PRI ER 1378E01, Florida Product Approval, and Miami-Dade County Product Approval. Shasta White Color meets ENERGY STAR requirements for initial solar reflectance of 0.25 and 3 -year aged solar reflectance of 0.15. P. Berkshire® (Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Nominal Size: 18-3/4 in (476 mm) by 38 in (965 mm). 2. Exposure: 8-3/8 in. (213 mm). 3. Shingles per Square: 45. 4. Bundles per Square: 5 bundles of 9 shingles. 5. Coverage per Square: 99.5 sq ft (9.2 sq m). 6. Color: As selected from manufacturer’s full range. 7. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108 /UL 790 (Class A Fire Resistance), ICC-ES AC438, PRI ER 1378E01, Florida Product Approval, and Miami-Dade County Product Approval. Q. Woodmoor® (Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Nominal Size: 14-1/4 in (362 mm) by 40 in (1016 mm). 2. Exposure: 4 in (102 mm). Fiberglass-Based Asphalt Shingles & Accessories 3. Shingles per Square: 90. 4. Bundles per Square: 6 bundles of 15 shingles. 5. Coverage per Square: 100.0 sq ft (9.3 sq m). 6. Color: As selected from manufacturer’s full range. 7. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108/UL 790 (Class A Fire Resistance), CSA A123.5, ICC-ES AC438, and PRI ER 1378E01. R. Woodcrest® (Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Nominal Size: 14-1/4 in (362 mm) by 40 in (1016 mm). 2. Exposure: 4 in (102 mm). 3. Shingles per Square: 90. 4. Bundles per Square: 6 bundles of 15 shingles. 5. Coverage per Square: 100.0 sq ft (9.3 sq m). 6. Color: As selected from manufacturer’s full range. 7. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108 /UL 790 (Class A Fire Resistance), CSA A123.5, ICC-ES AC438, and PRI ER 1378E01. S. Supreme® (Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Nominal Size: 12 in (305 mm) by 36 in (914 mm). 2. Exposure: 5 in (127 mm). 3. Shingles per Square: 80. 4. Bundles per Square: 3 bundles of 26, 27, 27 shingles. 5. Coverage per Square: 100.0 sq ft (9.3 sq m). 6. Color: As selected from manufacturer’s full range. 7. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108 /UL 790 (Class A Fire Resistance), ICC-ES AC438, PRI ER 1378E01, Florida Product Approval, and Miami-Dade County Product Approval. T. Supreme® (Non Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Nominal Size: 12 in (305 mm) by 36 in (914 mm). 2. Exposure: 5 in (127 mm). 3. Shingles per Square: 80. 4. Bundles per Square: 3 bundles of 26, 27, 27 shingles. 5. Coverage per Square: 100.0 sq ft (9.3 sq m). 6. Color: As selected from manufacturer’s full range. 7. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108/UL 790 (Class A Fire Resistance), ICC-ES AC438, PRI ER 1378E01, and Florida Product Approval. U. Supreme® (Algae Resistant) (Metric) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 2. Exposure: 5-5/8 in (143 mm). 3. Shingles per Square: 65. 4. Bundles per Square: 3 bundles of 21, 22, 22 shingles. 5. Coverage per Square: 100.0 sq ft (9.3 sq m). 6. Color: As selected from manufacturer’s full range. 7. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108 /UL 790 (Class A Fire Resistance), CSA A123.5, ICC-ES AC438, and PRI ER 1378E01. Fiberglass-Based Asphalt Shingles & Accessories V. Supreme® (Non Algae Resistant) (Metric) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm). 2. Exposure: 5-5/8 in (143 mm). 3. Shingles per Square: 65. 4. Bundles per Square: 3 bundles of 21, 22, 22 shingles. 5. Coverage per Square: 100.0 sq ft (9.3 sq m). 6. Color: As selected from manufacturer’s full range. 7. Standards/Qualifications: ASTM D228, ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM D7158 (Class H Wind Resistance), ASTM E108/UL 790 (Class A Fire Resistance), ICC-ES AC438, and PRI ER 1378E01. W. Mineral Surface Roll (Non Algae Resistant): As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Nominal Size: 36 in (914 m) by 36 in (914 mm). 2. Exposure: 34 in (864 mm). 3. Rolls per Square: 1. 4. Coverage per Square: 100.0 sq ft (9.3 sq m). 5. Standards/Qualifications: ASTM E108/UL 790 (Class C Fire Resistance), and Florida Product Approval. 2.3 HIP AND RIDGE SHINGLES Provide hip and ridge shingles color formulated to complement field of roof. **NOTE TO SPECIFIER** Delete hip and ridge shingle products from the list below that are not required. **NOTE TO SPECIFIER** Verify with the manufacturer regional product availability. A. DuraRidge® Hip and Ridge (Algae Resistant) Shingles with Sealant: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. High profile design features patented SureNail® Technology providing long-lasting durability and dimension 2. Nominal Size: 12 in (305 mm) by 10 ⅝ in (270 mm) with 8 in (203 mm) exposure 3. Standards/Qualifications: ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM E108/UL790 (Class A Fire Resistance), ICC-ES AC438, PRI ER 1378E01, Florida Product Approval, Miami-Dade County Product Approval, and CSA A123.5. B. RIZERidge® Hip and Ridge (Algae Resistant) Shingles with Sealant: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Foldable design provides multi-layered dimension along hips and ridges. 2. Nominal Size: 12 in (305 mm) by 36 in (914 mm) with 6 in (152 mm) exposure. 3. Piece Size: 12 in (305 mm) by 12 in (305 mm). 4. Standards/Qualifications: ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM E108/UL 790 (Class A Fire Resistance), ICC-ES AC438, PRI ER 1378E01, and Florida Product Approval. C. DecoRidge® Hip and Ridge (Non Algae Resistant) Shingles with Sealant 1. Durable, heavyweight laminate construction with SBS-modified asphalt provides maximum dimension and style to the hip and ridge. 2. Nominal Size: 11-1/2 in (292 mm) by 8 in (203 mm) and 11-1/2 in (292 mm) by 10 in (254 mm) with 8 in (203 mm) exposure. 3. Standards/Qualifications: ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM E108/UL 790 (Class A Fire Resistance), and CSA A123.5. Fiberglass-Based Asphalt Shingles & Accessories D. ProEdge® Hip and Ridge (Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Perforated shingles with factory installed cutouts designed for fast and easy installation. 2. Nominal Size: 12 in (305 mm) by 36 in (914 mm) with 6 in (152 mm) exposure. 3. Piece Size: 12 in (305 mm) by 12 in (305 mm). 4. Standards/Qualifications: ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM E108/UL 790 (Class A Fire Resistance), CSA A123.5, ICC-ES AC438, PRI ER 1378E01, Florida Product Approval, and Miami-Dade County Product Approval. E. ProEdge® Hip and Ridge (Non Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Perforated shingles with factory installed cutouts designed for fast and easy installation. 2. Nominal Size: 12 in (305 mm) by 36 in (914 mm) with 6 in (152 mm) exposure. 3. Piece Size: 12 in (305 mm) by 12 in (305 mm). 4. Standards/Qualifications: ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM E108/UL 790 (Class A Fire Resistance), ICC-ES AC438, PRI ER 1378E01, and Florida Product Approval. F. ProEdge® Hip and Ridge (Algae Resistant) (Metric) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Perforated shingles with factory installed cutouts designed for fast and easy installation. 2. Nominal Size: 13-1/4 in (337 mm) by 39-3/8 in (1000 mm) with 6-5/8 in (168 mm) exposure. 3. Piece Size: 9-27/32 in (250 mm) by 13-1/4 in (337 mm). 4. Standards/Qualifications: ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM E108/UL 790 (Class A Fire Resistance), CSA A123.5, ICC-ES AC438, and PRI ER 1378E01. G. ImpactRidge® Hip and Ridge Impact Resistant (Algae Resistant) Shingles: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Product Attributes: SBS modified asphalt and UL 2218 Class 4 impact resistance. 2. Perforated design for easy installation offering Class 4 impact resistance. 3. Nominal Size: 12 in (305 mm) by 36 in (914 mm) with 6 in (152 mm) exposure. 4. Piece Size: 12 in (305 mm) by 12 in (305 mm). 5. Standards/Qualifications: ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM E108/UL 790 (Class A Fire Resistance), UL 2218 (Class 4 Impact Resistance), and PRI ER 1378E01. H. Berkshire® Hip and Ridge (Algae Resistant) Shingles: (Algae Resistant) Shingles with Sealant: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. High profile design features patented SureNail® Technology providing long-lasting durability and dimension 2. Nominal Size: 12 in (305 mm) by 10 ⅝ in (270 mm) with 8 in (203 mm) exposure 3. Standards/Qualifications: ASTM D3018 (Type 1), ASTM D3161 (Class F Wind Resistance), ASTM D3462, ASTM E108/UL790 (Class A Fire Resistance), ICC-ES AC438, PRI ER 1378E01, Florida Product Approval, Miami-Dade County Product Approval, and CSA A123.5. 2.4 STARTER SHINGLES **NOTE TO SPECIFIER** Delete starter shingle products from the list below that are not required. **NOTE TO SPECIFIER** Verify with the manufacturer regional product availability. A. Starter Shingle Roll: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Self-adhering, starter course. Each strip measures 7-1/5 in (191 mm) tall by 33-2/5 ft (10.1 m) wide. 2. Standards/Qualifications: ASTM D1970 and Florida Product Approval. Fiberglass-Based Asphalt Shingles & Accessories B. Starter Strip PLUS: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Nail applied starter course. Individual starter shingle is 7-3/4 in (197 mm) by 39-3/8 in (1000 mm). 2. Standards/Qualifications: ASTM D3462, ASTM D3161 (Class F Wind Resistance), ASTM E108/UL 790 (Class A Fire Resistance), ICC-ES AC438, PRI ER 1378E01, Florida Product Approval, and Miami-Dade County Product Approval. C. WoodStart® Starter Shingle: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Nail applied starter course. Nominal Size is 13-3/8 in (340 mm) by 40 in (1016 mm). 2. Standards/Qualifications: ASTM D3462, ASTM D3161 (Class F Wind Resistance), ASTM E108/UL 790 (Class A Fire Resistance), ICC-ES AC438, and PRI ER 1378E01. 2.5 SELF-ADHERING UNDERLAYMENTS **NOTE TO SPECIFIER** Delete self-adhering ice and water barrier products from the list below that are not required. **NOTE TO SPECIFIER** Verify with the manufacturer regional product availability. A. WeatherLock® Mat: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Mat-faced skid resistant surface, self-adhering, self-sealing, bituminous ice and water barrier. 2. Roll Width: 36 in (914 mm). 3. Selvage: 3 in (76 mm). 4. Standards/Qualifications: ASTM D1970, ASTM E108/UL 790 (Class A Fire Resistance1), PRI ER 1378E02, Florida Product Approval, and Miami-Dade County Product Approval. B. WeatherLock® G: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Granule skid resistant surface, self-adhering, self-sealing, bituminous ice and water barrier. 2. Roll Width: 36 in (914 mm). 3. Selvage: 3 in (76 mm). 4. Standards/Qualifications: ASTM D1970, ASTM E108/UL 790 (Class A Fire Resistance1), PRI ER 1378E02, Florida Product Approval, and Miami-Dade County Approval. C. WeatherLock® Cold Climate: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Granule skid resistant surface, self-adhering, self-sealing, bituminous ice and water barrier. Designed for low temperature adhesion. 2. Roll Width: 36 in (914 mm). 3. Selvage: 3 in (76 mm). 4. Standards/Qualifications: ASTM D1970, ASTM E108/UL 790 (Class A Fire Resistance1), D. WeatherLock® Flex: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Cross laminated poly surface with skid resistant traction surface, self-adhering, self-sealing, bituminous ice and water barrier. 2. Roll Width: 36 in (914 mm). 3. Selvage: 3 in (76 mm). 4. Standards/Qualifications: ASTM D1970, ASTM E108/UL 790 (Class A Fire Resistance1), PRI ER 1378E02. E. WeatherLock® Specialty Tile and Metal: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Polyester surface with skid resistant traction surface, self-adhering, self-sealing, bituminous ice and water barrier. 2. Thermally stable in high temperatures up to 260 degrees Fahrenheit (126 degrees Celsius). 3. Designed for use with mechanically fastened tile systems. 4. Roll Width: 36 in (914 mm). 5. Selvage: 3 in (76 mm). Fiberglass-Based Asphalt Shingles & Accessories 6. Standards/Qualification: ASTM D1970, ASTM E108/UL 790 (Class A/Class C Fire Resistance2), UL 1897, PRI ER 1378E02, Florida Product Approval, and Miami-Dade County Product Approval. F. RhinoRoof® GRN: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Granule skid resistant surface, self-adhering, self-sealing, bituminous ice and water barrier. 2. Roll Width: 36 in (914 mm). 3. Selvage: 3 in (76 mm). 4. Standards/Qualifications: ASTM D1970, ASTM E108/UL 790 (Class A Fire Resistance1), PRI ER 1378E02, and Florida Product Approval. G. RhinoRoof® MTL: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Cavitated film surface, self-adhering, self-sealing, bituminous ice and water barrier. 2. Roll Width: 36 in (914 mm). 3. Selvage: 3 in (76 mm). 4. Standards/Qualifications: ASTM D1970, ASTM E108/UL 790 (Class A Fire Resistance1), PRI ER 1378E02, and Florida Product Approval. H. Titanium® PSU30: As manufactured by Owens Corning Roofing and Asphalt, LLC. 1. Weather-shedding synthetic polypropylene facer, self-adhering, self-sealing, bituminous ice and water barrier. 2. Roll Width: 36 in (914 mm). 3. Selvage: 1 in (76 mm). 4. Standards/Qualifications: ASTM D1970, ASTM E108/UL 790 (Class A Fire Resistance1), and Florida Product Approval. 1 Class A fire resistance limited to use under asphalt shingles and quarry slate. 2 Class A fire resistance limited to use under asphalt shingles, clay and concrete tile, and quarry slate. Class C fire resistance under metal panels and shingles. 2.6 MECHANICALLY FASTENED UNDERLAYMENTS **NOTE TO SPECIFIER** Delete shingle underlayment products from the list below that are not required. **NOTE TO SPECIFIER** Verify with the manufacturer regional product availability. A. Fiberglas™ Reinforced Felt Underlayment. 1. Wrinkle resistant, water resistant, breather type cellulose/glass fiber composite roofing underlayment. 2. Roll Width: 36 in (91.4 cm). 3. Roll Length: 141.5 ft (43.1 m). 4. Coverage Per Roll: 4 roof squares. 5. Standards/Qualifications: ASTM D226 (Type II), ASTM D4869 (Type IV), ASTM D6757, ASTM E108/UL 790 (Class A Fire Resistance1), and Florida Product Approval. B. ProArmor® Synthetic Roof Underlayment. 1. Weather-shedding synthetic polyolefin barrier. 2. Roll Width: 42 in (106.7 cm). 3. Roll Length: 286 ft (87.2 m). 4. Coverage Per Roll: 9.29 roof squares. 5. Standards/Qualification: ASTM D8257, ASTM D226, ASTM D4869, , ASTM E108/UL 790 (Class A Fire Resistance1), ICC-ES AC188, CCRR-1068, Florida Product Approval, and Miami- Dade County Product Approval. C. Deck Defense® High Performance Roof Underlayment. 1. Weather-shedding synthetic polyolefin barrier. 2. Roll Width: 48 in (122 cm). Fiberglass-Based Asphalt Shingles & Accessories 3. Roll Length: 125 ft (38.1 m) and 250 ft (76.2 m). 4. Coverage Per Roll: 5 and 10 roof squares. 5. Standards/Qualification: ASTM D8257, ASTM D226, , ASTM E108/UL 790 (Class A Fire Resistance1), Florida Product Approval, and Miami-Dade County Product Approval. D. RhinoRoof® U10 Roof Underlayment. 1. Weather-shedding synthetic polypropylene barrier. 2. Roll Width: 42 in (110 cm). 3. Roll Length: 286 ft (87m) 4. Coverage Per Roll: 10 roof squares. 5. Standards/Qualification: ASTM D8257, ASTM D226, , ASTM E108/UL 790 (Class A Fire Resistance1), ICC-ES AC188, CCRR-1015, and Miami-Dade County Product Approval. E. RhinoRoof® U20 Roof Underlayment. 1. Weather-shedding synthetic polypropylene barrier. 2. Roll Width: 42 in (110 cm). 3. Roll Length: 286 ft (87m) 4. Coverage Per Roll: 10 roof squares. 5. Standards/Qualification: ASTM D8257, ASTM D226, , ASTM E108/UL 790 (Class A Fire Resistance1), ICC-ES AC188, CCRR-1015, Florida Product Approval, and Miami-Dade County Product Approval. F. Titanium® UDL25 Roof Underlayment. 1. Weather-shedding synthetic polypropylene barrier. 2. Roll Width: 48 in (122 cm). 3. Roll Length: 250 ft (76.2m) 4. Coverage Per Roll: 10 roof squares. 5. Standards/Qualification: ASTM D8257, ASTM D226, , ASTM E108/UL 790 (Class A Fire Resistance1), ICC-ES AC188, CCRR-1024, Florida Product Approval, and Miami-Dade County Product Approval. G. Titanium® UDL30 Roof Underlayment. 1. Weather-shedding synthetic polypropylene barrier. 2. Roll Width: 48 in (122 cm). 3. Roll Length: 250 ft (76.2m) 4. Coverage Per Roll: 10 roof squares. 5. Standards/Qualification: ASTM D8257, ASTM D226, , ASTM E108/UL 790 (Class A Fire Resistance1), ICC-ES AC188, CCRR-1024, Florida Product Approval, and Miami-Dade County Product Approval. H. Titanium® UDL50 Roof Underlayment. 1. Weather-shedding synthetic polypropylene barrier. 2. Roll Width: 48 in (122 cm). 3. Roll Length: 250 ft (76.2m) 4. Coverage Per Roll: 10 roof squares. 5. Standards/Qualification: ASTM D8257, ASTM D226, , ASTM E108/UL 790 (Class A Fire Resistance1), ICC-ES AC188, CCRR-1024, Florida Product Approval, and Miami-Dade County Product Approval. I. Titanium® X30 Roof Underlayment. 1. Weather-shedding synthetic polypropylene barrier. 2. Roll Width: 48 in (122 cm). 3. Roll Length: 250 ft (76.2m) 4. Coverage Per Roll: 10 roof squares. Fiberglass-Based Asphalt Shingles & Accessories 5. Standards/Qualification: ASTM D8257, ASTM D226, , ASTM E108/UL 790 (Class A Fire Resistance1), ICC-ES AC188, CCRR-1024, Florida Product Approval, and Miami-Dade County Product Approval. 1 Class A fire resistance limited to use under asphalt shingles. 2.7 LOW SLOPE MODIFIED BITUMEN ROOFING SYSTEMS **NOTE TO SPECIFIER** Delete products from the list below that are not required. **NOTE TO SPECIFIER** Verify with the manufacturer regional product availability. A. DeckSeal Roofing System. 1. A system comprised of component SBS modified bitumen membranes which, used in combination and according to instructions, creates a waterproof low slope roofing system. 2. A Dual Compound Formulation to meet performance needs of different layers: top coat compound provides excellent granule adhesion (cap sheet), back coat compound provides aggressive adhesion to the substrate. 3. Granule free adhesive selvedge on both the sides and end laps (cap sheet). 4. The DeckSeal™ System is designed for use on ¼:12 to 2:12 roof slopes. 5. The DeckSeal™ components include: a) DeckSeal™ SBS SA Cap Sheet - self-adhered granulated cap sheet b) DeckSeal™ SBS SA Base/Ply Sheet - A self-adhered base/ply sheet c) DeckSeal™ MA Nailbase - A nailable base sheet - where a nailable base sheet or self- adhered base/play is used as a base layer for the granulated cap sheet for a minimum recommended 2 ply system, and where a self-adhered base/ply can be used as a 2nd layer in a 3-ply system. 6. Attractive colors that compliment popular shingle offerings. 7. Roll Dimensions: a) 32 ft. 10 in. by 39-3/8 in. – Cap sheet b) 65 ft. 8 in. by 39-3/8 in. – Nailable base or self-adhered base 8. Standards/Qualifications: UL 790/ASTM E108 fire resistance1; FM 4474 wind uplift resistance2; ASTM D6163 (base/ply sheet), ASTM D6164 (cap sheet); Florida Product Approval for use in HVHZ and Non-HVHZ areas; and Miami-Dade Product Approval. 1 Class A, B, or C fire resistance based on system used and slope of roof. Consult the UL Online Classification Directory for fire resistance classifications of specific systems. 2 Check local building codes for wind uplift requirements and DeckSeal™ literature for wind uplift resistance information. 2.8 ROOF VENTILATION **NOTE TO SPECIFIER** Delete attic ventilation products from the list below that are not required. **NOTE TO SPECIFIER** Verify with the manufacturer regional product availability. A. VentSure® RidgeCat® Rolled Ridge Vent. 1. Shingle-over, low profile ridge vent with nylon entangled-net structure allows the passage of hot and/or moisture-laden air from attics, while prohibiting wind-driven rain. 2. Provides 15 sq in (9677 sq mm) NFVA per lineal foot. 3. Available in 20 ft (6.1 m) rolls in three different widths (regional availability):11 in (279 mm), 7 in (178 mm), and 9 in (229 mm) widths. 4. Suitable on roofs with a pitch from 2:12 to 18:12. Fiberglass-Based Asphalt Shingles & Accessories 5. Standards/Qualifications: Passes Wind-Driven Rain with 8.8 in (224 mm) of rain/hr at 110 mph (177 km/h), ICC-ES AC132, PRI ER 1378E03, Florida Product Approval, and ASTM E108/UL 790 Class C Fire Resistance. B. VentSure® Rigid Roll Ridge Vent with Weather PROtector® Moisture Barrier. 1. Shingle-over, low profile ridge vents with Weather PROtector® Moisture Barrier allows the passage of hot and/or moisture-laden air from attics, while prohibiting snow infiltration. 2. Provides 12.5 sq in (8200 sq mm) NFVA per lineal foot. 3. Available in 20 ft (6.1 m) rolls in three different widths (regional availability): 7 in (178 mm), 9 in (229 mm), and 11-1/4 in (286 mm). 4. Suitable on roofs with a pitch from 2:12 to 20:12. 5. Standards/Qualifications: ICC-ESR 2664, Passes Wind-Driven Rain with 8.8 in (224 mm) of rain/hr at 110 mph (177 km/h), and Snow Infiltration at 35 mph (56 km/h) and 70 mph (112 km/h) Tests, PRI ER 1378E03, Florida Product Approval, Miami-Dade County Product Approval, and ASTM E108/UL 790 Class A/Class C Fire Resistance (Class A Fire Resistance when modified per installation instructions). C. VentSure® 4 ft (1.2 m) Strip Heat and Moisture Ridge Vent, 12 in width 1. Shingle-over, polypropylene ridge ventilator designed to work with eave/soffit intake ventilation to maximize the flow of cool, fresh air through the roof and attic structure. 2. Patented corrugated ridge design and interlocking feature for additional flexibility and strength 3. Provides 20 sq in (12900 sq mm) NFVA per lineal foot. 4. Optional Weather PROtector® filter provides added protection against wind-driven rain and snow infiltration. 5. 15 in (381 mm) wide and 1 in (25 mm) high, with a shingle-over width of 12 in (305 mm). 6. Suitable on roofs with a pitch from 3:12 to 6:12. 7. Standards/Qualifications: Passes Wind-Driven Rain with 8.8 in (224 mm) of rain/hr at 110 mph (177 km/h), PRI ER 1378E03, Florida Product Approval, Miami-Dade County Product Approval, TDI listed for usage in Texas Coastal Regions (RV-47) , and ASTM E108/UL 790 Class C Fire Resistance. D. VentSure® 4 ft (1.2 m) Strip Heat and Moisture Ridge Vent, 8 in (203 mm) and 10 in (254 mm) width. 1. Shingle-over, polypropylene ridge ventilator designed to work with eave/soffit intake ventilation to maximize the flow of cool, fresh air through the roof and attic structure. 2. Patented corrugated ridge design and interlocking feature for additional flexibility and strength. 3. Provides 18 sq in (11600 sq mm) NFVA per lineal foot. 4. Optional Weather PROtector® filter provides added protection against wind-driven rain and snow infiltration. 5. Available in 8 in (203 mm) and 10 in (254 mm) shingle-over widths that are 1 in (25 mm) high and overall product width is 11.43 in (290 mm) and 13.28 in (337 mm), respectively. 6. Suitable on roofs with a pitch from 3:12 to 16:12. 7. Standards/Qualifications: Passes Wind-Driven Rain with 8.8 in (224 mm) of rain/hr at 110 mph (177 km/h), PRI ER 1378E03, Florida Product Approval, Miami-Dade County Product Approval, TDI listed for usage in Texas Coastal Regions (RV-47) , and ASTM E108/UL 790 Class C Fire Resistance. E. VentSure® SkyRunner LTE™ Rolled Ridge Vent 1. Shingle-over, polypropylene ridge ventilator designed to work with eave/soffit intake ventilation to maximize the flow of cool, fresh air through the roof and attic structure. 2. Provides 12 sq in (7742 sq mm) NFVA per lineal foot. 3. Available in 30 ft (9.1 m) rolls in 14-1/2 in (368 mm) width. 4. Suitable on roofs with a pitch from 2:12 to 16:12. 5. Standards/Qualifications: Passes Wind-Driven Rain with 8.8 in (224 mm) of rain/hr at 110 mph (177 km/h), ICC-ES AC132, PRI ER 1378E03, Florida Product Approval, , and ASTM E108/UL 790 Class C Fire Resistance. Fiberglass-Based Asphalt Shingles & Accessories F. VentSure® Metal Slant Back Roof Vent 1. Rooftop mounted, slant-back designed, metal exhaust ventilator designed to evacuate hot and/or moisture-laden air from attics. 2. Each vent provides 51 sq in (32900 sq mm) NFVA. 3. Aluminum and galvanized steel available in Weathered Grey, Brown, Black, or Mill Finish. 4. 16 in (406 mm) by 20 in (508 mm) base, 8 in (203 mm) diameter opening. 5. Suitable on roofs with a pitch up to 12:12. 6. Standards/Qualifications: TDI listed for usage in Texas Coastal Region (RV-20) , and ASTM E108/UL 790 Class C Fire Resistance. G. Plastic Slant Back Roof Vent 1. Rooftop mounted, slant-back design with full screen, high-impact resin exhaust ventilator designed to evacuate hot and/or moisture-laden air from attics. 2. Each vent provides 55 sq in (35500 sq mm) NFVA. 3. Available in Weathered Grey, Brown, Black, Cedar, or White finish. 4. 17 in (432 mm) by 18 in (457 mm) base, 9 in (229 mm) by 9 in (229 mm) opening. 5. Standards/Qualifications: TDI listed for usage in Texas Coastal Regions (RV-20) , and ASTM E108/UL 790 Class C Fire Resistance. H. VentSure® Metal Square Top Roof Vent 1. Rooftop mounted, square-top designed, metal exhaust ventilator designed to evacuate hot and/or moisture-laden air from attics. 2. Each vent provides 51 sq in (32900 sq m) NFVA. 3. Aluminum and galvanized steel available in Weathered Grey, Brown, Black, or Mill finish. 4. 16-1/2 in (419 mm) by 17-1/2 in (445 mm) base, 8 in (203 mm) by 8 in (203 mm) opening. 5. Suitable on roofs with a pitch up to 12:12. I. VentSure® Low Profile Slant Back Roof Vent with Exterior Louver 1. Rooftop mounted, low-profile, slant back metal exhaust ventilator designed to evacuate hot and/or moisture-laden air from attics. 2. Each vent provides 72 sq in (46500 sq mm) NFVA. 3. Galvanized steel available in Black, White Brown, Light Grey, Dark Gray, or Mill finish. 4. 32 in (813 mm) by 23 in (584 mm) base, 11 in (279 mm) by 11 in (279 mm) opening. Available with extended flange 36 in (914 mm) by 28 in (711 mm). 5. Suitable on roofs with a 3:12 pitch or greater. 6. Standards/Qualifications: Miami-Dade County Product Approval, and ASTM E108/UL 790 Class C Fire Resistance. J. VentSure® Metal Dome with Screen 1. Rooftop mounted, dome, metal exhaust ventilator designed to evacuate hot and/or moisture- laden air from attics, while prohibiting snow infiltration. 2. Each vent provides 144 sq in (92900 sq mm) NFVA. 3. Galvanized steel available in Weathered Grey, Brown, Black, or Mill finish. 4. 25 in (635 mm) by 25 in (635 mm) base, 15 in (381 mm) diameter opening. 5. Suitable on roofs with a pitch up to 8:12. K. VentSure® Internally Braced Premium Turbine Vent 1. Rooftop mounted, turbine designed, metal exhaust ventilator designed to evacuate hot and/or moisture-laden air from attics with sealed and lubricated stainless steel ball bearings. 2. Aluminum and galvanized steel available in Weathered Grey, Brown, Black, or Mill finish. 3. Available with 12 in (305 mm) diameter opening and 16 in (406 mm) base or 14 in (356 mm) diameter opening with 18 in (457 mm) base. L. VentSure® Internally Braced Standard Turbine Vent Fiberglass-Based Asphalt Shingles & Accessories 1. Rooftop mounted, turbine designed, metal exhaust ventilator designed to evacuate hot and/or moisture-laden air from attics. 2. Aluminum and galvanized steel available with a 12 in (305 mm) or 14 in (356 mm) opening. 3. 12 in (305 mm) opening with 16 in (406 mm) base available in Brown, Black, or Mill finish. 4. 14 in (356 mm) opening with 16 in (406 mm) base available in Mill finish. M. VentSure® Externally Braced Premium Turbine Vent 1. Rooftop mounted, turbine designed, metal exhaust ventilator designed to evacuate hot and/or moisture-laden air from attics with sealed and lubricated stainless steel ball bearings. 2. Aluminum and galvanized steel available in Weathered Grey, Brown, Black, or Mill finish. 3. Available with 12 in (305 mm) opening and 16 in (406 mm) base. N. VentSure® 1400 CFM Powered Roof Vent 1. Rooftop mounted, 1400 CFM (39.6 cu m/min), metal exhaust ventilator designed to evacuate hot and/or moisture-laden air from attics. 2. Each vent provides ventilation for 2000 sq ft (186 sq m) attic 3. Includes adjustable thermostat and humidistat and 4.5 Amp motor. 4. Aluminum and galvanized steel available in Weathered Grey, Brown, Black, or Mill finish. 5. 25 in (635 mm) by 25 in (635 mm) base with 15 in (381 mm) opening. 6. Suitable on roofs with a pitch up to 8:12. . O. VentSure® 1080 CFM Powered Roof Vent 1. Rooftop mounted, 1080 CFM (30.6 cu m/min), metal exhaust ventilator designed to evacuate hot air from attics. 2. Each vent provides ventilation for 1600 sq ft (149 sq m) attic. 3. Includes adjustable thermostat and humidistat and 2.6 Amp motor. 4. Aluminum and galvanized steel available in Weathered Grey, Brown, Black or Mill finish. 5. 25 in (635 mm) by 25 in (635 mm) base with 15 in (381 mm) opening. 6. Suitable on roofs with a pitch up to 8:12. P. VentSure® Aluminum Undereave Intake Vent 1. Rectangular aluminum intake vents designed to introduce fresh, dry air into the attic. Pre-drilled holes for easy installation and fully screened for first line of defense against insects. 2. Available in Mill and White and three different dimensions designed to work collectively with exhaust vents to provide ventilation to roof structures. 3. 4 in (102 mm) by 16 in (406 mm) opening provides 16.34 sq in (10500 sq mm) NFVA, 6 in (152 mm) by 16 in (406 mm) opening provides 27.23 sq in (17600 sq mm) NFVA and 8 in (203 mm) by 16 in (406 mm) opening provides 38.12 sq in (24600 sq mm) NFVA. Q. VentSure® 8 ft (2.4 m) Continuous Soffit Vent 1. 8 ft (2.4 m) continuous aluminum soffit vent offering 37.47 sq in (24200 sq mm) NVFA. 2. Available in 2 in (51 mm) widths, designed to work collectively with exhaust vents to provide ventilation to roof structures. R. VentSure® Round Mini Soffit Vent 1. Round miniature aluminum soffit vents designed to introduce fresh, dry air into the attic. 2. Available in Mill finish and three sizes designed to work collectively with exhaust vents to provide ventilation to roof structures. 3. 2 in (51 mm) round opening provides 0.64 sq in (4100 sq mm) NFVA, 3 in (76 mm) round opening provides 1.36 sq in (8800 sq mm) NFVA, and 4 in (102 mm) round opening 2.43 sq in (15700 sq mm) NFVA. S. VentSure® InFlow® Vent Fiberglass-Based Asphalt Shingles & Accessories 1. Shingle-over, polypropylene intake vent solution for soffit-less and open-rafter homes, and homes with inadequate intake. Designed to work with exhaust ventilation to help achieve a balanced air ventilation system. 2. Patent-pending bottom intake design helps protect against wind-driven rain. 3. 4 ft (2.4 m) strip provides 10 sq in (6500 sq mm) NFVA per lineal foot, or 40 sq in (25800 sq mm) NFVA per vent 4. Weather PROtector® Moisture Barrier provides added protection against wind-driven rain and snow infiltration. 5. Roof Mount Unit dimensions: 48 in (1219 mm) length, 15 in (381 mm) width and 1 in (25 mm) height. 6. Suitable for use on roofs with a pitch from 4:12 to 16:12. 7. Standards/Qualifications: Passes Wind-Driven Rain with 8.8 in (224 mm) of rain/hr at 110 mph (177 km/h); ICC-ES AC132; TDI listed for usage in Texas Coastal Regions (RV-82) and Florida Product Approval. 2.9 FASTENERS A. Fasteners: Galvanized steel, stainless steel, or aluminum nails complying with ASTM F1667, minimum 12-gauge, 0.0808 in (2.05 mm) shank with 3/8 in (9.5 mm) diameter head. Check local building code requirements. 2.10 METAL FLASHING A. Flashing: Provide flashing as specified by Section 07600 - Metal Flashing and Sheet Metal. PART 3 EXECUTION 3.1 EXAMINATION A. Prior to starting work, examine all roof decks on which work will be applied for defects in materials and workmanship. B. Do not begin installation until the roof deck has been properly prepared. C. If another installer is responsible for roof deck preparation, notify the architect, designer-of-record on the project, or building owner of unsatisfactory preparation prior to proceeding with ins tallation. Commencement of installation constitutes acceptance of conditions. D. Underlayment and shingles installed directly over roof insulation or similar type decks is not approved. 1. Roof deck must be dry, minimum 3/4 in (19 mm) thick, minimum 6 in (152 mm) wide boards with maximum 1/4 in (6.4 mm) spaces, or APA rated sheathing (exposure 1): minimum 3/8 in (9.5 mm) plywood, minimum 7/16 in (11.1 mm) oriented strand board. Consult your manufacturer for other approved constructions. 2. Ventilation under the roof deck must meet local code requirements. 3.2 PREPARATION A. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. B. Remove all existing roofing down to the roof deck. Fiberglass-Based Asphalt Shingles & Accessories C. Verify that the deck is dry, structurally sound, clean and smooth. It shall be free of any depressions, waves, and projections. Cover ALL holes 1 in (25 mm) or less in diameter, cracks over 1/2 in (13 mm) in width, loose knots and excessively resinous areas with minimum 28 gauge; 0.0187 in (0.475 mm) galvanized steel, 0.0156 in (0.396 mm) stainless steel, or 0.0126 in (0.320 mm) aluminum sheet metal. Decking or deck boards with holes greater than 1 in (25 mm) in diameter shall be replaced. D. Replace damaged deck with new materials. E. Verify installed roof deck is acceptable to receive shingles. Acceptable roof decks include the following: 1. Wood boards: 6 in (152 mm) minimum width, 3/4 in (19 mm) minimum thickness. 2. Plywood sheathing: 3/8 in (9.5 mm) minimum thickness Exposure 1 grade plywood sheathing as recommended by APA and in compliance with local building code requirements. 3. OSB panels: 7/16 in (11.1 mm) minimum thickness non-veneer structural panels as recommended by APA and in compliance with local building code requirements. 4. Spacing between boards or panels shall not exceed 1/4 in (6.4 mm) between roof boards or 1/8 in (3.2 mm) between plywood or OSB sheathing panels. 3.3 UNDERLAYMENT INSTALLATION A. Install Owens Corning™ underlayments using Owens Corning, installation instructions and in accordance with local building code requirements. When local codes and installation instructions are in conflict, the local building code requirements shall take precedence. 1. In areas where ice damming is likely to occur, Install self-adhering ice and water barrier from the eaves edge of roof up the slope not less than 24 in (610 mm), measured horizontally, 2. beyond the interior edge of the exterior wall. Lap ends 6 in (152 mm) on roof decks sloped 5:12 and greater. On roofs with slopes from 2:12 up to 4:12, see application instructions printed on each package. B. Drip Edge 1. Drip edge shall be installed on all roof edges. 2. Install drip edge on eaves first with underlayment installed over the drip edge, or per local code requirements. 3. Install drip edge on rakes after underlayment is installed, with the drip edge fastened over the underlayment. 4. Joints in drip edge shall be lapped minimum 2 in (51 mm) with the upslope piece lapped over the down slope piece, or per local building code requirements 5. Install fasteners 8 in to 10 in (203 mm to 254 m) on center, approximately 1 -3/4 in (44 mm) to 3 in (76 mm) from the outside edge of the drip edge, or per local building code requirements. C. Valleys 1. Install self-adhering ice and water barrier at least 36 in (914 mm) wide and centered on the valley. Lap ends 6 in (152 mm) and seal. 2. Where valleys are indicated to be "open valleys", install metal flashing over self -adhering ice and water barrier before roof deck underlayment is installed; DO NOT nail through the flashing. Secure the flashing by nailing at 18 in (457 mm) on center just beyond edge of flashing so that nail heads hold down the edge, or use valley metal with a formed edge and secure with clips. D. Roof Deck 1. On roofs with slope greater than 4:12, lap horizontal edges at least 2 inches (51 mm) and at least 2 inches (51 mm) over self-adhering ice and water barrier. Lap ends at least 4 inches (102 m). End laps in succeeding course should be located at least 6 ft (1.8 m) from end laps in the preceding course. Fiberglass-Based Asphalt Shingles & Accessories 2. On roofs with pitch between 2:12 to less than 4:12, see application instructions printed on each shingle wrapper, or follow local code requirements. 3. Lap underlayment over valley protection at least 6 inches (152 mm). E. Penetrations 1. Vent pipes: Install a 24 in (610 mm) square piece of self-adhering ice and water barrier lapping over roof deck underlayment; seal tightly to pipe. 2. Vertical walls: Install self-adhering ice and water barrier extending at least 3 in to 4 in (76 mm to 102 mm) up the wall and 12 in (305 mm) onto the roof surface. Lap the membrane over the roof deck underlayment. 3. Chimneys: Install self-adhering ice and water barrier around entire chimney extending at least 6 in (152 mm) up the wall and 12 in (305 mm) on to the roof surface. Lap the membrane over the roof deck underlayment. 3.4 SHINGLE INSTALLATION A. Install Owens Corning™ shingles (including started shingles as well as hip and ridge shingles) in accordance with Owens Corning installation instructions and in accordance with local building code requirements. B. Install starter course at lowest roof edge and along rake with edge of shingles extending 1/4 in (6.4 mm) over edge of roof. Sealant strip should be closest to roof edge. C. Install first and successive courses of shingles stepping diagonally up and across roof deck with Owens Corning recommended offset at each succeeding course. Maintain uniform exposure of shingles at each succeeding course. Use of a chalk line every other course is recommended. D. Fasten shingles to deck with number of roofing nails per shingle and type of nails specified by Owens Corning, or in accordance specified by local Authority Having Jurisdiction. E. All fasteners must be driven flush with the shingle surface and penetrate at least 3/4 in (19.1 mm) into the wood deck. Where the deck is less than 3/4 in (19.1 mm) thick, the fastener should be long enough to penetrate fully and extend through the roof sheathing. F. Install Owens Corning shingles at valleys, eaves, rakes, hips and ridges in accordance with Owens Corning installation instructions and local building code requirements. 3.5 LOW SLOPE ROOFING SYSTEM INSTALLATION A. Install Owens Corning™ low slope roofing system in accordance with Owens Corning installation instructions and in accordance with local building code requirements. B. Owens Corning™ low slope roofing system should only be installed on roofs with a slope of ¼:12 to 2:12. C. Apply only when the weather is dry and the ambient temperature is 45°F (7°C) and rising. Do not install when water in any form (i.e. rain, dew, ice, frost, snow) exist. D. Apply only over clean, dry, dust-free surfaces E. Ensure installation of DeckSeal MA NailBase does not prevent or interfere with ventilation of the existing structure. 3.6 VENT INSTALLATION A. Install Owens Corning™ vents in accordance with Owens Corning installation instructions and local building code requirements. Fiberglass-Based Asphalt Shingles & Accessories B. Ventilation at minimum must meet or exceed local building code requirements. Owens Corning recommends: 1. Net Free Ventilating Area (NFVA) of 1:150 as a minimum. 2. Balanced approach for most effective ventilation (balance between the lower and upper parts of the roof by providing 50% of NFVA at the soffit and 50% at the ridge). 3. NFVA at the upper part of the roof should not exceed 50%. 4. Where length of the roof ridge is sufficient provide c ontinuous ridge vents for most effective ventilation approach. 3.7 PROTECTION A. Protect installed products until completion of project. B. Touch-up, repair or replace damaged products before Substantial Completion. END OF SECTION SureNail® Technology is proprietary with U.S. and foreign protection including U.S. Patent Nos. 7,836,654; 8,156,704; 8,181,413; 8,240,102; 8,430,983; 8,607,521; 8,623,164; 8,752,351; 8,991,130; 9,121,178; and other patents pending. Pub. No. 10021602 The color PINK is a registered trademark of Owens Corning ©2022 Owens Corning. All Rights Reserved. General Product InformationTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/GlossaryWorking Safely85 HardiePlank® Lap Siding Product Description HardiePlank lap siding is factory-primed fiber-cement lap siding available in a variety of styles and textures. Please see your local James Hardie® product dealer for product availability. HardiePlank® lap siding comes in 12 ft. lengths. Nominal widths from 5¼ in. to 12 in. create a range of exposures from 4 in. to 10¾ in. HardiePlank lap siding is also available with ColorPlus® Technology as one of James Hardie’s prefinished products. ColorPlus Technology is a factory applied, oven-baked finish available on a variety of James Hardie siding and trim products. See your local dealer for details and availability of products, colors and accessories. Select Cedarmill©Smooth Beaded Smooth Custom Colonial Roughsawn® Beaded Cedarmill© Custom Colonial Smooth® General Product InformationWorking SafelyTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/Glossary86 Install factory ends of planks at butt joints. OVERVIEW OF HARDIEPLANK LAP SIDING Ends of planks must land over a stud. Framing square and torpedo level transfer the course elevationsStagger butt joints a mini- mum of 2 stud bays for 16 in. O.C. framing Starter strip Starter strip builds out siding to the proper angle. Framed wall with structural sheathing Joint flashing Install starter strip over the weather barrier and even with the bottom of the sheathing. Water-resistive barrier INSTALL A STARTER STRIP HardiePlank® lap siding requires a starter strip beneath the first course to set it on the proper angle and to create a proper drip edge at the bottom of the siding. Starter strips are easily made by ripping 1¼ in. pieces of HardiePlank siding from full or partial planks. The bottom of the starter strip should be installed even with the bottom of the mudsill or the bottom edge of the sheathing. The strip must be installed over the water-resistive barrier, but occasional gaps should be left in the starter strip to allow any accumulated moisture behind the siding to drain away safely. TIP: For accurate fastening, snap vertical chalk lines on the water-resistive barrier at the center of every stud location. Water-resistive barrier10.1 10.2 Installation of HardiePlank® Lap Siding General Product InformationTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/GlossaryWorking Safely87 Pull from across the stack Do not go down the stack TIP: When taking planks from the pallet installation, avoid repeating the texture pattern by working across the pallet. Two to four planks can be removed from a stack at one time. But then material should be taken from adjacent stacks, again working across the pallet. Texture repeat is typically a concern on large walls with few breaks such as windows or doors. Pull from accross the stack Do not go down the stack The first course of HardiePlank® siding is critical to the proper installation of the plank on the rest of the building. The first course should start at the lowest point of the house and within required clearances. Special attention should be made to ensure that it’s straight and level. Attention should also be paid to staggering any butt joints in the planks so that the installation is attractive while mak- ing efficient use of material. 1. Use a level (4 ft. or longer) or chalked level line to be sure that the first course is level. As installation proceeds up the wall, peri-Snapped chalk line guides the first course. Use a level 4 ft. or longer level to check the first course. Keep bottom edge of the first course even with the bottom of the corner trim. INSTALLING THE PLANKS End plank courses 1/8 in. from vertical trim and fill gap with permanently flexible caulk. PLANK ALIGNMENT AT CORNERS 10.3 10.4 odically check the level and straightness of the courses. When correcting for flatness over products such as exterior insulation, use drywall shims. It is good practice to snap a chalk line every 3 to 5 courses to keep the planks straight and level. 2. Position the bottom edge of the first course of siding a minimum ¼ in below the edge of the starter strip (maintain required clearances) and secure. 3. Run the siding to the HardieTrim® board leaving a 1/8 in. gap between the siding and trim. The bottom of the siding should be kept even with the bottom of the trim, or if desired, the trim may extend below the bottom of the siding. But the siding should never hang below the trim. *When installing the first course make sure ground clearances are in accordance with James Hardie requirements and those of local codes. For the best looking installation, make sure that the heights of the plank courses match on both sides of a corner. Use a framing square, speed square or a level to match up the plank heights. Check every few courses to make sure proper heights are being maintained. 6 in min General Product InformationWorking SafelyTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/Glossary88 BLIND NAILING (nailing through top of plank) Blind nailing is recommended for installing any type of HardiePlank® lap siding including ColorPlus® siding. With blind nailing, each course covers the fasteners on the course below, which provides a better looking installation. For blind nailing HardiePlank lap siding, James Hardie recommends driving fasteners 1 in. from the top edge of the Although blind nailing is recommended by James Hardie, face nailing may be required for certain. installations including: installations in high wind areas, fastening into OSB or equivalent sheathing without penetrating a stud, or when dictated by specific building codes . Refer to Appendix D for related code matters. Fasteners are hidden by the course above. Nails are driven through the sheathing into the studs. Keep nails 3/8 in from ends of boards. Nails for blind nailing shall be between 3/4 in and 1 in. from the top of the board. Blind nailing Exposed fasteners are driven through the face of the boards. Drive fasteners only where planks overlap Face nailing Blind nailing measurments FACE NAILING (nailing through the overlap at the bottom of the plank) For walls longer than 12 ft, it is necessary to butt joint additional lengths of HardiePlank siding. These butt joints should be staggered to avoid noticeable patterns, which is determined by the placement of the first course. Butt joints between consecutive courses should be spaced apart by at least two stud bays for 16 in., o.c. framing or one bay for 24 in. o.c. framing. While random placement of the planks is usually the most aesthetically pleasing, a progressive stagger pattern can make the job easier and faster without the pattern becoming too noticeable. With this strategy, the cut off piece for one course becomes the starter piece for a course above, making efficient use of materials and ensuring that all butt joints land on studs. The pattern can be modified for different stud placement. For walls longer than 12 ft land butt joints over studs, staggering the joints at least 24 in (for 24 in. o.c. framing) or 32 in. (two stud bays for 16 in. o.c. framing). Cutoff pieces form the starter pieces for courses above. STAGGERING THE BUTT JOINTS 10.5 10.6 10.7 10.8 plank. Additionally fasteners should be placed no closer than 3/8 in. from the ends of the plank. Avoid placing fasteners near the top edge of the plank. This practice, called “high nailing”, may lead to loose planks, unwanted gaps or rattling. Pin-backed corners may be done for aesthetic purposes only. Finish nails are recommended for pin-backs. Headed siding nails are allowed. Place pin-backs no closer than 1 in. from plank ends and 3/4 in. from plank edge into min. 3/8 in. wood structural panel. Pin-backs are not a substitute for blind or face nailing Installation of HardiePlank® Lap Siding (cont.) General Product InformationTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/GlossaryWorking Safely89 COLORPLUS® TIP: When installing HardiePlank lap siding with ColorPlus Technology, position the plank in the immediate area where the plank is to be fastened. Do not place the plank on the course below and slide into position. Doing so may scuff or scratch the ColorPlus finish on the installed piece. Caulking at HardiePlank lap siding butt joints is not recommended for ColorPlus for aesthetic reasons as the caulking and ColorPlus will weather differently. For the same reason, do not caulk exposed nail heads. Refer to the ColorPlus touch-up section for details Do not use caulk on HardiePlank® lap siding with ColorPlus® technology Flashing behind to add an additional layer of protection from water infiltration Extend flashing 1 in. onto the course below JOINT FLASHING One or more of the following joint treatment options are required by code (as referenced 2009 IRC R703.10.2) A. Joint Flashing (James Hardie recommended) B. Caulking* (Caulking is not recommended for ColorPlus for aesthetic reasons as the Caulking and ColorPlus will weather differently. For the same reason, do not caulk nail heads on ColorPlus products.} C. “H” jointer cover Flashing behind butt joints provides an extra level of protection against the entry of water at the joint. James Hardie recommends 6 in. wide flashing that overlaps the course below by 1 in. Some local building codes may require different size flashing. Joint-flashing material must be durable, waterproof materials that do not react with cement products. Examples of suitable material include finished coil stock and code compliant water-resistive barriers. Other products may also be suitable. Butt joints in HardiePlank lap siding should always land on a stud. Butt joints between studs are not recommended and should be avoided. Whenever possible, factory- finished ends should be used at butt joints. Place cut ends where the siding meets a corner, door, window trim, or other break in the wall where the joint is to be caulked. If cut ends are used in a butt joint between planks, James Hardie requires sealing cut ends for all products. For ColorPlus products, use the color-matched edge coater to seal the cut end. TIP: Joint flashing can be quickly and easily made by cutting a 6 in. wide section off a roll of housewrap. Tape the roll tightly at the cut mark and cut the section off using a miter saw with a carbide blade. Individual sheets then can be cut to length with a utility knife. TIP: Use light-colored joint flashing when using light-colored ColorPlus lap siding or other siding with a light-colored finish. Dark-color joint flashings should be used on siding with dark finishes. 10.9 10.10 Butt planks with moderate edge contact 10.11 JOINT PLACEMENT AND TREATMENT General Product InformationWorking SafelyTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/Glossary90 COLORPLUS TIP: HardiePlank lap siding with ColorPlus Technology is shipped with a protective laminate slip sheet, which should be left in place during cutting and fastening to reduce marring and scratching. The sheet should be removed immediately after each plank is installed. Once the initial course of HardiePlank® siding is fastened to the wall, continue installing successive courses with full 12 ft. pieces (follow the stagger pattern for longer walls), or until a window, door or other opening interrupts the course (fig 10.12). Notch planks as needed to fit around windows and doors. Again, be sure to seal all cut edges. Avoid placing butt joints directly above or below windows or above doors. Separate the joint from the opening by at least one course of siding. Where butt joints land on a stud, make sure there is enough stud space for plank on both sides of the joint to land properly. Optimally both sides of a butt joint should land in the middle of a stud with 3/4 in landing space for each side. The minimum stud space for a plank to land is 3/8 in. Pay special attention to window, doors, and corners that have been trimmed before the siding goes on. Vertical trim boards may cover the king studs beside windows or doors, or they may cover up corner studs leaving no room for nailing the siding. In these CONTINUING THE INSTALLATION Keep butt joints more than one course away from top of window. Add an extra stud if nec- essary for nailing the ends of the planks. Planking around windows Notch plank around window trim and flashing. Siding gable walls can be challenging, and some of the keys to siding gable walls efficiently are determining the angle or pitch of the roof, properly staging materials, and ensuring that the plank lengths are measured accurately. To estimate the amount of siding needed to complete a gable end, use the estimating tools located in Appendix C. Stage enough material on the pump jacks or scaffolding to complete the gable end, but take care not to overload the staging. When possible, a cut table should be located on the pump jacks or scaffolding, which frees up crew members to work on other walls. INSTALLING HARDIEPLANK® SIDING ON GABLE WALLS places add extra studs as needed. If corners are trimmed with HardieTrim® 5/4, 4/4 boards, it may be necessary to measure and cut the first pieces of siding to make sure the butt joints land on studs. 10.12 Installation of HardiePlank® Lap Siding (cont.) General Product InformationTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/GlossaryWorking Safely91 HARDIEPLANK® SIDING FASTENER SPECIFICATIONS The Fastener Specifications table shows fastener options for a variety of different nailing substrates. Please refer to the applicable ESR report online (see back page) to determine which fastener meets your wind load design criteria. Tip for fast gable installation 1 Measure, cut and fit lowest gable plank using gable angle template. 2 Before installing, measure down the 11/4 in. overlap at the top of the board. 3 Place a plank for the next piece on the overlap lines and mark the length. 4 Draw the angle, cut and repeat the process for the next course. Scrap piece of siding Scrap piece of siding held against rake board Angle Template TIP: Stainless steel fasteners are recommended when installing James Hardie® products. wood studs blind nail16 in o.c. 24 in o.c.face nail16 in o.c. 24 in o.c. steel studs*blind nail16 in o.c. 24 in o.c.face nail16 in o.c. 24 in o.c. 13 *When blind fastening 9.5 in or wider product onto steel studs, use screws.indicates recommended fasteners 6D common2 .113 in. x .267 in x 2 in. 6D siding nail3.093 in. x .222 in. x 2 in. 9 No 11ga 1.25 in long roofing nail screws 7 Ribbed Bugle-Head No. 8 .323 in. x 1.625 in 8 Ribbed Wafer-Head No. 8 (.375 in x 1.25 in) 13 [AGS-100] .100 in x .313 in. x 1.5 in 12 [AKN-100] .100 in x .25 in x 1.5 in ET&F masonry nail14 [ASTM C-90] ASM-144-125 (P/C) .30 in x .14 in x 1.25 in 4 .091 in. x .221 in. x 1.5 in 4D siding nail Fastener Substrate Approved Fastener Fastener Type 16 No 11ga 1.75 in long roofing nailDirect to Masonry 7/16 in OSB or equivalent (face nailed) To cut planks for the gable: 1. Tack up a small scrap piece of siding where the first gable course is going. 2. Hold a second small piece of siding against the eave or rake board. 3. Trace the angle onto the scrap. 4. Cut that line and label the scrap as the template for the gable angle. The template can then be used to transfer the angle onto the larger pieces for cutting and installation. 5. Periodically check the angle as you progress up the wall. The quickest way to measure and cut consecutive courses of siding for a gable is to work off the previous piece. 1. Cut and fit the lowest course of siding. 2. Before installing, lay it flat and measure down 1¼ in. from the top edge of the plank for the course overlap. Make a mark on both ends. 3. Set a piece of uncut siding on top of the first piece, aligning the bottom edge with the overlap marks. Transfer the length directly to the uncut piece. 4. Draw the gable angle with the template, cut the angle and then repeat the process for the next course. Draw line here 10.13 10.14 8D common5 .113 in. x .260 in x 2.375 in 7 14 8 2 2 16 5 5 93 4 12 92 EFFECTIVE DECEMBER 2019 HardiePlank® Lap Siding IMPORTANT: FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS, AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE. FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY. BEFORE INSTALLATION, CONFIRM YOU ARE USING THE CORRECT HARDIEZONE® PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343 (866-9-HARDIE) Figure 2 Install planks in moderate contact at butt joints stud Nail 3/8 in. from edge of plank water-resistive barrier joint flashing Install a 1 1/4 in. starter strip to ensure a consistent plank angle 24 in. o.c. max. Leave appropriate gap between planks and trim, then caulk.* water-resistive barrier plywood or OSB sheathing let-in bracing fastener water-resistive barrier Double WallConstruction Single WallConstruction GENERAL REQUIREMENTS: • HardiePlank® lap siding can be installed over braced wood or steel studs, 20 gauge (33 mils) minimum to 16 gauge (54 mils) maximum, spaced a maximum of 24 in o.c. or directly to minimum 7/16 in thick OSB sheathing. See General Fastening Requirements. Irregularities in framing and sheathing can mirror through the finished application. Correct irregularities before installing siding. • Information on installing James Hardie products over non-nailable substrates (ex: gypsum, foam,etc.) can be located in JH Tech Bulletin 19 at www.jamehardie.com • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non-woven non-perforated housewrap¹, which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 3-14 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6 in. in the first 10 ft.. • Do not use HardiePlank lap siding in Fascia or Trim applications. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardiePlank lap siding may be installed on flat vertical wall applications only. • For larger projects, including commercial and multi-family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin “Expansion Characteristics of James Hardie® Siding Products” at www.jameshardie.com. • James Hardie Building Products provides installation/wind load information for buildings with a maximum mean roof height of 85 feet. For information on installations above 60 feet, please contact JH technical support. Note: Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. *Refer to Caulking section in these instructions. ¹For additional information on HardieWrap® Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com INSTALLATION:JOINT TREATMENT One or more of the following joint treatment options are required by code (as referenced 2009 IRC R703.10.2) A. Joint Flashing (James Hardie recommended) B. Caulking* (Caulking is not recommended for ColorPlus for aesthetic reasons as the Caulking and ColorPlus will weather differently. For the same reason, do not caulk nail heads on ColorPlus products.) C. “H” jointer cover Nail line (If nail line is not present, place fastener between 3/4 in. & 1 in. from top of plank) Visit jameshardiepros.com for the most recent version. SELECT CEDARMILL© | SMOOTH | BEADED CEDARMILL© | BEADED SMOOTH | CUSTOM COLONIAL™ SMOOTH | CUSTOM COLONIAL™ ROUGHSAWN HS11119 P1/4 12/19 Figure 1 Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. OUTDOORS 1. Position cutting station so that airflow blows dust away from the user and others near the cutting area. 2. Cut using one of the following methods: a. Best: Circular saw equipped with a HardieBlade® saw blade and attached vacuum dust collection system. Shears (manual, pneumatic or electric) may also be used, not recommended for products thicker than 7/16 in. b. Better: Circular saw equipped with a dust collection feature (e.g. Roan® saw) and a HardieBlade saw blade. c. Good: Circular saw equipped with a HardieBlade saw blade. INDOORS DO NOT grind or cut with a power saw indoors. Cut using shears (manual, pneumatic or electric) or the score and snap method, not recommended for products thicker than 7/16 in. - DO NOT dry sweep dust; use wet dust suppression or vacuum to collect dust. - For maximum dust reduction, James Hardie recommends using the “Best” cutting practices. Always follow the equipment manufacturer’s instructions for proper operation. - For best performance when cutting with a circular saw, James Hardie recommends using HardieBlade® saw blades. - Go to jameshardiepros.com for additional cutting and dust control recommendations. CUTTING INSTRUCTIONS STORAGE & HANDLING: IMPORTANT: The Occupational Safety and Health Administration (OSHA) regulates workplace exposure to silica dust. For construction sites, OSHA has deemed that cutting fiber cement with a circular saw having a blade diameter less than 8 inches and connected to a commercially available dust collection system per manufacturer’s instructions results in exposures below the OSHA Permissible Exposure Limit (PEL) for respirable crystalline silica, without the need for additional respiratory protection. If you are unsure about how to comply with OSHA silica dust regulations, consult a qualified industrial hygienist or safety professional, or contact your James Hardie technical sales representative for assistance. James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compliance with OSHA rules or other applicable laws and safety requirements. 93 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Roof to Wall Figure 4 Horizontal Flashing Figure 5 Kickout Flashing Figure 6 Slabs, Path, Steps to Siding Figure 7 Deck to Wall Figure 8 Ground to Siding Figure 10 Sheltered Areas Figure 9 Gutter to Siding Figure 12 Drip Edge Figure 13 Block Penetration (Recommended in HZ10) Figure 14 Valley/Shingle Extension Figure 11 Mortar/Masonry Min. 1 in. Min. 1 in. 6 in.1 in. Z-Flashing Z-Flashing Z-Flashing Min. 1 in. Min. ¼ in. Min. ¼ in.Do not caulk Min. ¼ in.Min. ½ in. Z-Flashing Extend shingles at least 1 in. out from the fascia when gutters are present Z-Flashing L-Flashing As required by IRC code min 4 in. x 4 in. Min. ¼ in.Do not caulk HardiePlank® Lap Siding HS11119 P2/4 12/19 FASTENER REQUIREMENTS* BLIND NAILING Nails - Wood Framing • Siding nail (0.09 in. shank x 0.221 in. HD x 2 in. long) • 11ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.25 in. long) Screws - Steel Framing • Ribbed Wafer-head or equivalent (No. 8 x 1 1/4 in. long x 0.375 in. HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F Panelfast® nails or equivalent (0.10 in. shank x 0.313 in. HD x 1-1/2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7/16 in. • Siding nail (0.09 in. shank x 0.215 in. HD x 1-1/2 in. long • Ribbed Wafer-head or equivalent (No. 8 x 1 5/8 in. long x 0.375 in. HD). FACE NAILING Nails - Wood Framing • 6d (0.113 in. shank x 0.267 in. HD x 2 in. long) • Siding nail (0.09” shank x 0.221” HD x 2” long) Screws - Steel Framing • Ribbed Bugle-head or equivalent (No. 8-18 x 1-5/8 in. long x 0.323 in. HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F pin or equivalent (0.10 in. shank x 0.25 in. HD x 1-1/2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7/16 in. • Siding nail (0.09 in. shank x 0.221 in. HD x 1-1/2 in. long) Refer to the applicable ESR report online to determine which fastener meets your wind load design criteria. Blind Nailing is the preferred method of installation for HardiePlank® lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). *Also see General Fastening Requirements; and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 5 - Fastening Tips for HardiePlank Lap Siding. 94 Laminate sheet to be removed immediately after installation of each course for ColorPlus® products. Figure 16 min. 1 1/4 in. overlap Minimum overlap for Both Face and Blind Nailing Figure 15 JointFlashing 1 1/4”min. Overlap 3/4”-1” Face Nail 24” O.C.max Water Resistive Barrier Stud Nail Line 1 1/4”min. Overlap Blind Nail 24”O.C.max Water Resistive Barrier Stud FASTENER REQUIREMENTS continued HardiePlank® Lap Siding HS11119 P3/4 12/19 PNEUMATIC FASTENINGGENERAL FASTENING REQUIREMENTS James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preserva- tive-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5 • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). • NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). ALUMINUM CLIPPED STAPLES HEAD NAILS FASTENERS UNDER DRIVE OVER DRIVE SLANT IF, THEN IF, THEN ADDITIONAL NAIL WOOD FRAME HAMMER FLUSH REMOVE & REPLACE COUNTERSINK & FILL STEEL FRAME FACE NAIL DO NOT DO NOT DO NOT USE AL SNUG FLUSH CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer’s written instructions. Note: some caulking manufacturers do not allow "tooling". CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. Factory-primed James Hardie products must be painted within 180 days of installation. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed. Pin-backed corners may be done for aesthetic purposes only. Finish nails are recommended for pin-backs. Headed siding nails are allowed. Place pin-backs no closer than 1 in. from plank ends and 3/4 in. from plank edge into min. 3/8 in. wood structural panel. Pin-backs are not a substitute for blind or face nailing. 95 WARNING: This product can expose you to chemicals including respirable crystalline silica, which is known to the State of California to cause cancer. For more information go to P65Warnings.ca.gov. RECOGNITION: I In accordance with ICC-ES Evaluation Report ESR-2290, HardiePlank® lap siding is recognized as a suitable alternate to that specified in the 2006, 2009, 2012 & 2015 International Residential Code for One and Two-Family Dwellings, and the 2006, 2009, 2012 & 2015 International Building Code. HardiePlank lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida Product Approval FL#13192, Miami-Dade County Florida NOA No. 17-0406.06, U.S. Dept. of HUD Materials Release 1263f, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. DANGER: May cause cancer if dust from product is inhaled. Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product. Refer to the current product Safety Data Sheet before use. The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting, machining, drilling, routing, sawing, crushing, or otherwise abrading fiber cement, and when cleaning up, disposing of or moving the dust. When doing any of these activities in a manner that generates dust you must (1) comply with the OSHA standard for silica dust and/or other applicable law, (2) follow James Hardie cutting instructions to reduce or limit the release of dust; (3) warn others in the area to avoid breathing the dust; (4) when using mechanical saw or high speed cutting tools, work outdoors and use dust collection equipment; and (5) if no other dust controls are available, wear a dust mask or respirator that meets NIOSH requirements (e.g. N-95 dust mask). During clean-up, use a well maintained vacuum and filter appropriate for capturing fine (respirable) dust or use wet clean-up methods - never dry sweep. SILICA WARNINGSQ 1234567891011121314151617181920 5 1/44 255075100125150175200225250275300325350375400425450475500 6 1/45 20406080100120140160180200220240260280300320340360380400 7 1/46 1733506783100117133150167183200217233250267283300317333 7 1/26 1/4 163248648096112128144160176192208224240256272288304320 8 6 3/4 153044597489104119133148163178193207222237252267281296 8 1/47 142943577186100114129143157171186200214229243257271286 9 1/48 13253850637588100113125138150163175188200213225238250 9 1/28 1/4 13253850637588100113125138150163175188200213225238250 12 10 3/4 9192837475665748493102112121130140149158167177186 (1 SQ = 100 sq.ft.) HARDIEPLANK® LAP SIDING WIDTHCOVERAGE AREA LESS OPENINGS Number of 12 ft. planks, does not include waste COVERAGE CHART/ESTIMATING GUIDE PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank® lap siding with ColorPlus® Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. HardiePlank® Lap Siding Product warranties, safety information and additional installation information are available at jameshardiepros.com © 2018 James Hardie Building Products, Inc. All rights reserved TM, SM and ® denote trademarks or registered trademarks of James Hardie Technology Limited. HS11119 P4/4 12/19 General Product InformationTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/GlossaryWorking Safely45 HardieTrim® Boards Products Description HardieTrim® boards come finished with either the PrimePlus® factory primer and sealer or with ColorPlus® Technology. The ColorPlus® coating is a factory-applied, oven-baked finish available on a variety of James Hardie® siding and trim products. See your local dealer for details and availability of products, colors, and accessories. HARDIETRIM® 5/4, 4/4 BOARDS HardieTrim® 5/4, 4/4 board is a decorative non-load bearing trim product. HardieTrim 5/4 board is 1 in. thick, HardieTrim 4/4 board is 3/4 in thick, and both can be purchased in 10 ft. and 12 ft. lengths, based on local availability. In addition to frieze, rake, window, door, and corner details, HardieTrim 5/4, 4/4 boards may be used to construct light blocks, column wraps and decorative scroll work. Available in commonly-used nominal widths from 4 in to 12 in. HARDIETRIM® BATTEN BOARDS HardieTrim® Batten Boards are a decorative non-load bearing trim product. HardieTrim® Batten Boards are ¾ in. thick, 2½ in. wide, and come on 12 ft. lengths. See your local dealer for details and availability of product colors and accessories. ColorPlus TIP: HardieTrim 4/4, 5/4 boards with ColorPlus Technology is shipped with a protective laminate slip sheet. James Hardie recommends keeping the protective sheet in place during cutting and fastening to reduce damage to the boards. Remove the protective sheet only after installing the boards and filling the nail holes with a colored touch-up pen. DO NOT caulk nail heads when using ColorPlus products. Refer to the ColorPlus touch-up section ! WARNING HardieTrim 5/4, 4/4 board - Smooth HardieTrim Batten board - Rustic and Smooth (not shown) HardiePanel vertical siding with HardieTrim Batten board for the Board & Batten look. A Complete James Hardie Exterior – Close-up on trim products. General Product InformationWorking SafelyTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/Glossary46 For Corners, Band Boards, Windows, and Door Applications: HardieTrim® boards can be installed with Flat Tabs (JH sku no. 280154) and Corner Tabs (JH sku no. 280155) which provide concealed fastening. Only Flat and Corner Tabs can be used with HardieTrim® boards to create a concealed fastening. Additional framing may be required to ensure the Flat and Corner Tabs are fastened properly to the structure. Special attention should be paid to the framing when using a sheathing that does not have fastener holding equivalent to OSB or Plywood sheathing. Step 1: Attach Flat Tabs to the back side of the trim with 4 18 ga. ½ in L x ¼ in W narrow crown corrosion resistant staples, equally spaced in one row, positioned no closer than ½ in from trim edges, using a pneumatic staple gun. (Figure 8.1) Step 2: For wood frame construction, attach the trim to the building using 2, 6d siding nails fastened through the Flat Tabs. ET&F or equivalent fasteners may be used to attach the Flat Tabs to steel frame construction. (Figures 8.2) Fastener spacing will vary based on application. Refer to specific sections in these instructions for required fastener spacing by application (window, band board, etc.). (Figures 8.14) Installation of HardieTrim tabs in Coastal Regions: James Hardie requires that stainless steel staples & fasteners be used when installing HardieTrim™ Tabs in coastal regions. Installation of HardieTrim Tabs over Pressure Treated Lumber: HardieTrim™ tabs shall not come in direct contact with ACQ or CA preservative-treated wood. Refer to the General Fasten- ing section of this document for further information. HardieTrim NT3® ColorPlus® boards with back grooves: Remove the laminate sheet as soon as possible after attaching the trim to the building. HardieTrim ® boards are installed around corners by pre-building the corner off the wall with the Corner Tabs (JH sku no. 280155). • Attach Corner Tabs to the back side of the trim with 8 18 ga. 1/2 in. L x 1/4 in W narrow crown corrosion resistant staples using a pneumatic staple gun. Ensure the Corner Tabs are fastened tight and straight to the trim boards. (Figures 8.3) • For wood frame construction, attach the trim to the building with 2, 6d siding nails fastened through the Corner Tabs. ET&F or equivalent fasteners may be used to attach the Corner Tabs to steel frame construction. (Figures 8.4) • Attach a Corner Tab 1 in. from each edge and every 20 in o.c. • TIP: Creating a jig for the work station is recommended to ensure the corners are fastened securely and straight. (Figures 8.6) Installation of HardieTrim® 5/4, 4/4 & NT3® Back Grooved Boards CONCEALED FASTENING TABS TRIMMING CORNERS 2 in. min ½ in min Fasten 4 staples to the center of the nailing ridge. Fasten HardieTrim Flat Tab to min 7/16 in OSB with min 2, 6d siding nails Use 4 staples per piece of trim to fas- ten the L-shaped tab to the pre-built corner. Use the nail line on the tabs as a guide. HardieTrim™ Flat Tab HardieTrim™ Corner Tab Corner studs Corner Tab 22.5º - 45ºweather cut Fasten 2 in. x 4 in timber blocksto a work bench Fasten 2 in. x 8 in stud to the timber blocks HardieTrim Corner Tabs Siding Nail 8.1 8.2 8.3 8.4 8.5 8.6 General Product InformationTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/GlossaryWorking Safely47 TRIM APPLICATION FOR WINDOWS, DOORS & OTHER OPENINGS BAND BOARD Trim the opening prior to the installation of the siding (Figure 8.7). Place a Flat Tab at the end of each trim board and one tab every 16 in OC. Attach the trim boards and Flat Tabs around the opening as shown in Figures 8.7 and 8.8. A flashing is required over the trim and Flat Tabs. (Figure 8.10) Terminate ends of the Band Board into Trim or Siding or miter cut the edges of the trim at the corners of the building. Place a Flat Tab at the end of each trim board and one tab every stud at a maximum of 16 in. o.c. The Flat Tabs should be attached to the trim in an alternating pattern to the top and bottom of the band board (Figures 8.11 and 8.12). Application Framing MaterialTab is nailed into Flat Tab Wood Stud(minimum G=0.42) Minimum APA rated7/16" OSB Corner Tab Minimum APA rated7/16" OSB Minimum 20gauge steel Minimum 20gauge steel Wood Stud(minimum G=0.42) Fastener(tab to Hardietrim)Max Tab Spacing(inches on center) Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally spaced in one row 16 For each piece of trim, install Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally space in two rows 20 Fastener(tab to framing) One 6d corrosion resistant siding nailinstalled through center of flange into framing Two 4d ring shank corrosion resistantsiding nails equally spaced installedthrough flange into framing One No. 8 X 1" long X 0.323" headdiameter screw (corrosion resistant)installed through flange into framing On each flange, Install one 6dcorrosion resistant siding nail throughflange into framing On each flange, Install two 4d ringshank corrosion resistant siding nailsthrough flange into framing On each flange, Install one No. 8 X 1"long X 0.323" head diameter screw(corrosion resistant) through flangeinto framing Application Framing MaterialTab is nailed into Flat Tab Wood Stud(minimum G=0.42) Minimum APA rated7/16" OSB Corner Tab Minimum APA rated7/16" OSB Minimum 20gauge steel Minimum 20gauge steel Wood Stud(minimum G=0.42) Fastener(tab to Hardietrim)Max Tab Spacing(inches on center) Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally spaced in one row 16 For each piece of trim, install Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally space in two rows 20 Fastener(tab to framing) One 6d corrosion resistant siding nailinstalled through center of flange into framing Two 4d ring shank corrosion resistantsiding nails equally spaced installedthrough flange into framing One No. 8 X 1" long X 0.323" headdiameter screw (corrosion resistant)installed through flange into framing On each flange, Install one 6dcorrosion resistant siding nail throughflange into framing On each flange, Install two 4d ringshank corrosion resistant siding nailsthrough flange into framing On each flange, Install one No. 8 X 1"long X 0.323" head diameter screw(corrosion resistant) through flangeinto framing Application Framing MaterialTab is nailed into Flat Tab Wood Stud(minimum G=0.42) Minimum APA rated7/16" OSB Corner Tab Minimum APA rated7/16" OSB Minimum 20gauge steel Minimum 20gauge steel Wood Stud(minimum G=0.42) Fastener(tab to Hardietrim)Max Tab Spacing(inches on center) Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally spaced in one row 16 For each piece of trim, install Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally space in two rows 20 Fastener(tab to framing) One 6d corrosion resistant siding nailinstalled through center of flange into framing Two 4d ring shank corrosion resistantsiding nails equally spaced installedthrough flange into framing One No. 8 X 1" long X 0.323" headdiameter screw (corrosion resistant)installed through flange into framing On each flange, Install one 6dcorrosion resistant siding nail throughflange into framing On each flange, Install two 4d ringshank corrosion resistant siding nailsthrough flange into framing On each flange, Install one No. 8 X 1"long X 0.323" head diameter screw(corrosion resistant) through flangeinto framing Application Framing MaterialTab is nailed into Flat Tab Wood Stud(minimum G=0.42) Minimum APA rated7/16" OSB Corner Tab Minimum APA rated7/16" OSB Minimum 20gauge steel Minimum 20gauge steel Wood Stud(minimum G=0.42) Fastener(tab to Hardietrim)Max Tab Spacing(inches on center) Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally spaced in one row 16 For each piece of trim, install Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally space in two rows 20 Fastener(tab to framing) One 6d corrosion resistant siding nailinstalled through center of flange into framing Two 4d ring shank corrosion resistantsiding nails equally spaced installedthrough flange into framing One No. 8 X 1" long X 0.323" headdiameter screw (corrosion resistant)installed through flange into framing On each flange, Install one 6dcorrosion resistant siding nail throughflange into framing On each flange, Install two 4d ringshank corrosion resistant siding nailsthrough flange into framing On each flange, Install one No. 8 X 1"long X 0.323" head diameter screw(corrosion resistant) through flangeinto framing Application Framing MaterialTab is nailed into Flat Tab Wood Stud(minimum G=0.42) Minimum APA rated7/16" OSB Corner Tab Minimum APA rated7/16" OSB Minimum 20gauge steel Minimum 20gauge steel Wood Stud(minimum G=0.42) Fastener(tab to Hardietrim)Max Tab Spacing(inches on center) Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally spaced in one row 16 For each piece of trim, install Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally space in two rows 20 Fastener(tab to framing) One 6d corrosion resistant siding nailinstalled through center of flange into framing Two 4d ring shank corrosion resistantsiding nails equally spaced installedthrough flange into framing One No. 8 X 1" long X 0.323" headdiameter screw (corrosion resistant)installed through flange into framing On each flange, Install one 6dcorrosion resistant siding nail throughflange into framing On each flange, Install two 4d ringshank corrosion resistant siding nailsthrough flange into framing On each flange, Install one No. 8 X 1"long X 0.323" head diameter screw(corrosion resistant) through flangeinto framing ApplicationFraming MaterialTab is nailed into Flat Tab Wood Stud(minimum G=0.42) Minimum APA rated7/16" OSB Corner TabMinimum APA rated7/16" OSB Minimum 20gauge steel Minimum 20gauge steel Wood Stud(minimum G=0.42) Fastener(tab to Hardietrim)Max Tab Spacing(inches on center) Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally spaced in one row 16 For each piece of trim, install Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally space in two rows 20 Fastener(tab to framing) One 6d corrosion resistant siding nailinstalled through center of flange into framing Two 4d ring shank corrosion resistantsiding nails equally spaced installedthrough flange into framing One No. 8 X 1" long X 0.323" headdiameter screw (corrosion resistant)installed through flange into framing On each flange, Install one 6dcorrosion resistant siding nail throughflange into framing On each flange, Install two 4d ringshank corrosion resistant siding nailsthrough flange into framing On each flange, Install one No. 8 X 1"long X 0.323" head diameter screw(corrosion resistant) through flangeinto framing Application Framing MaterialTab is nailed into Flat Tab Wood Stud(minimum G=0.42) Minimum APA rated7/16" OSB Corner Tab Minimum APA rated7/16" OSB Minimum 20gauge steel Minimum 20gauge steel Wood Stud(minimum G=0.42) Fastener(tab to Hardietrim)Max Tab Spacing(inches on center) Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally spaced in one row 16 For each piece of trim, install Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally space in two rows 20 Fastener(tab to framing) One 6d corrosion resistant siding nailinstalled through center of flange into framing Two 4d ring shank corrosion resistantsiding nails equally spaced installedthrough flange into framing One No. 8 X 1" long X 0.323" headdiameter screw (corrosion resistant)installed through flange into framing On each flange, Install one 6dcorrosion resistant siding nail throughflange into framing On each flange, Install two 4d ringshank corrosion resistant siding nailsthrough flange into framing On each flange, Install one No. 8 X 1"long X 0.323" head diameter screw(corrosion resistant) through flangeinto framing 8.7 8.8 8.9 8.10 8.11 8.12 8.13 Side trim pieces go to the top of the window. Header piece spans the window including the side trim pieces. Flashing needs to be tucked under the water resistive barrier and over the Flat Tabs. Do not caulk between the siding and the flashing. Water-resistive Barrier Water-resistive Barrier Flat Tabs Flat Tabs FLUSH Siding nail attaches tab to the wall. Do not under drive nails. Only use staples to fasten Flat and Corner Tabs to the trim boards. 16 in o.c. max 16 in o.c. max Fasten 4 staples to the tab as shown HardiePlank® Lap Siding 1/4 in gap. Do not caulk. Flashing Caulk Flat Tabs Blocking Sheathing 1/8 in caulked gap is left between siding and the side trim pieces. ¼ in. gap Bottom trim piece is the width of the window. NOTE: Follow your window/door manufacturers installation instructions. Flat and Corner Tabs General Product InformationWorking SafelyTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/Glossary48 FASTENER TABLE Wind-Borne Debris Region: “Supplemental fasteners may be necessary when installing tabs in a Wind-Borne Debris Region, please call Technical Services 800-942-7343 with any questions.” RECOGNITION: HardieTrim boards may be installed as an equal alternative to conventional trim permitted for use in; the 1997 Uniform Building Code, Section 601.5.5; the 1997 Standard Building Code, Section 1404.1; the 1999 BOCA National Building Code, Section 1407.2.2; 2003 International Building Code, Section 1402.1, the 2003 Inter- national Residence Code for One - and Two - Family - Dwellings, Section R703.1. the 2003 International Residence Code for One - and Two - Family - Dwellings, Section R703.1. and the 1998 International One-and -Two -Family Dwelling Code,Section 601.1. Application Framing MaterialTab is nailed into Flat Tab Wood Stud(minimum G=0.42) Minimum APA rated7/16" OSB Corner Tab Minimum APA rated7/16" OSB Minimum 20gauge steel Minimum 20gauge steel Wood Stud (minimum G=0.42) Fastener(tab to Hardietrim)Max Tab Spacing(inches on center) Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally spaced in one row 16 For each piece of trim, install Four 18 ga. X 1/2" long X 1/4" wide corrosion resistant crown staples, equally space in two rows 20 Fastener(tab to framing) One 6d corrosion resistant siding nail installed through center of flange into framing Two 4d ring shank corrosion resistant siding nails equally spaced installed through flange into framing One No. 8 X 1" long X 0.323" headdiameter screw (corrosion resistant)installed through flange into framing On each flange, Install one 6dcorrosion resistant siding nail throughflange into framing On each flange, Install two 4d ringshank corrosion resistant siding nailsthrough flange into framing On each flange, Install one No. 8 X 1"long X 0.323" head diameter screw(corrosion resistant) through flangeinto framing 8.14 Installation of HardieTrim® 5/4, 4/4 & NT3® Back Grooved Boards General Product InformationTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/GlossaryWorking Safely49 8.15 8.16 Double board OUTSIDE CORNERS TIP: When pre-assembling exterior corners using HardieTrim boards, position the finish nailer parallel with the trim Single board INSIDE CORNERS Inside corners can be made with either a single HardieTrim 5/4, 4/4 board in the corner, or with one board on each wall depending on the desired look. Keep weather cuts at least 12 in. apart on adjacent corner boards. Keep nails at least 1 in. from ends and 3/4 in from edges. Water-resistive barrier Angle slopes down and to the outside. Join lengths of boards with angled cuts at least 22.5° Use only 2 in. 16-ga. finish nails to pre-assemble HardieTrim 5/4 boards corners. ! Two nails in each face attach the corner to the building. Water-resistive barrier 16 in. (max.) Keep nails at least 1 in. from ends and 3/4 in from edges. Pre-built corner installation 4 in. boards Weather cuts A pair of nails (one in each face) attach the corner to the building. Pre-built corner installation 6 in. boards 16 in. (max.) Corners made from HardieTrim® 5/4, 4/4 boards can be pre-assembled before they’re installed. Pre-assembled corners look better and generally make the installation go more quickly. To join two pieces of HardieTrim 5/4, 4/4 boards for a corner, drive 2 in. 16 ga. corrosion-resistant finish nails 1/2 in. from the edge and spaced 16 in. apart along the edge. To fasten 4 in. corners to the wall, drive a pair of finish nails or siding nails, (one nail into each face of the corner) with the nails spaced 16 in apart. For 6 in. corners, drive a pair of finish nails or siding nails into each face spaced 16 in apart. Nails should be kept 3/4 in. from the edges of the board and 1 in. from the ends. When walls are more than 10 ft high, splice corner boards together using weather cuts of at least a 22.5° angle. The angle of the weather cut must slope downward and away from the building. Then nail both boards to the build- ing with the same attachment schedule as for pre-assembled corners, except that 4 in. HardieTrim 5/4, 4/4 boards that should get two nails per side every 16 in Only install trim by butting to it with the siding. Do not install any trim product over James Hardie® siding. NOTE: All weather cut joints should be touched up prior to installation. 8.17 8.18 WARNING General Product InformationWorking SafelyTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/Glossary50 A Band board is a decorative horizontal trim used to break up the field of siding on a building. Any width of HardieTrim® 5/4, 4/4 boards can be used for band board depending on the type of detail desired. If installing a band board, pay special attention to flashing details and allow for potential shrinkage of solid rim joists in the walls that the band board may be attached to. Caulk between the underside of the band board and the siding below. Do not caulk between the flashing and siding above the band board, and maintain a 1/4 in. gap between the two. Also make sure that the water-resistive barrier laps over the flashing for a continuous BAND BOARD Pre-built corners4 in. 1 nail every 16 in to attach boards together 1 nail every 16 in for each board 6 in. 1 nail every 16 in to attach boards together 2 nails every 16 in for each board Site-built corners & other areas(eg. windows, etc.)4 in. & 6 in.2 nails every 16 in 8 in.3 nails every 16 in 12 in.4 nails every 16 in wood studs over minimum 7/16 in OSB steel studs Pre-built corners 6d HARDIETRIM BOARDS FASTENER SPECIFICATIONS The Fastener Specifications table shows fastener options for a variety of different nailing substrates. Please refer to the applicable ESR report online (see back page) to determine which fastener meets your wind load design criteria. indicates recommended fasteners 7 Trim Screw, 2 in screw 10 16 gauge, 2 in finish nail 11 AST-075-0200G ET&F finish nail [AKN100-0150NA] .100 in x .25 in x 1.5 in 12 ET&F 7 12 10 10 10 11 Fastening Substrate Fastening Types Nailing PatternsApproved Fastener TIP: James Hardie recommends using stainless steel finish nails when installing HardieTrim (Trim, Battens, Fascia, etc.) products. Water-resistive barrier Band board Starter strip angles the siding above the band board. Water-resistive barrier laps over flashing. Band board Starter strip Do not caulk 1/4 in. gap between the flashing and the siding. Caulk joint below the band board. Sheathed wall Flashing 8.19 drainage plane. If running lap siding or shingle siding above the band board, a starter strip should be installed first to maintain the correct siding angle. Small Periodic gaps should be left in the starter strip to provide an escape route for excess moisture that may drain down behind the siding. Use bevel-cut splice joints of at least 22.5° to join long lengths of HardieTrim 5/4, 4/4 boards. To attach band board to the building, drive two recommended fasteners every 16 in. for 4 in. and 6 in. boards. For 8 in. boards, use three fasteners every 16 in., and use four fasteners every 16 in. for 12 in. boards. Installation of HardieTrim® 5/4, 4/4 & NT3® Back Grooved Boards General Product InformationTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/GlossaryWorking Safely51 TIP: For trimming around windows and doors with attachment flanges, install a shim strip to build out the wall even with the flange. This strip lets the trim sit flat and parallel with the wall. WINDOW AND DOOR TRIM 1/4 in gap Water-resistive barrier 1/8 in. caulked gap is left between siding and the side trim pieces. Header piece spans the window including the side trim pieces. Side trim pieces go to the top of the window. Bottom trim piece is the width of the window. Starter strip Do not caulk between the siding and the flashing. Flashing Window and door trim Windows and doors must be installed per the manufacturer’s instructions. Window flanges or flashings must be properly installed and lapped correctly under the water-resistive barrier prior to the installation of HardieTrim® 5/4, 4/4 boards. Once the HardieTrim 5/4, 4/4 boards is put on, proper flashing must be installed above the trim and lapped under the water-resistive barrier correctly. Install HardieTrim 5/4, 4/4 boards around doors and windows using the “cap over” method, which means that the header or horizontal top piece of the trim extends and caps over the vertical jamb pieces on both sides. For windows, the bottom trim piece or sill trim fits in between the jambs. For cap-over trim installation: 1. Start by measuring the length of the bottom edge of the window, not including the flange. 2. Cut a piece of trim to that length and install it. 3. Next measure from the bottom of the installed trim to the top of the window. 4. Cut two pieces of trim to that length and install them on either side of the window. 5. For the cap, measure the distance between the outside edges of the side trim pieces. Cut a piece of trim to length and install it. For doors the process is the same except that it starts with the side pieces, step three. Shim Window trim Window flange 8.20 8.21 8.22 8.23 General Product InformationWorking SafelyTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/Glossary52 INSTALLING RAKE AND FASCIA BOARD HardieTrim boards can be fastened directly over a 2x sub-fascia or directly to rather tails. Check local building code for relevant codes. James Hardie recommends that the fascia be no more than 2 in. larger than the subfascia, e.g. over a nominal 2 x 6 subfascia, install an 8 in. fascia board (7¼ in. actual) fascia. On longer fascia runs, join HardieTrim boards with weather/bevel cuts. Ledger Fascia Subfascia Rafter tails Sheathed wall 8.24 DRIP EDGE After the fascia is installed, a vinyl, coated aluminum or galvanized drip-edge flash- ing must be installed to the roof sheath- ing overlapping the fascia board. The drip edge helps protect the top edge of the fascia board and it minimizes water in- gress into the soffit and/or cornice cavity. Choose a drip edge design that effective- ly channels water away from the face of the fascia and into gutters if present. Subfascia Ledger Rafter tail Sheathed wall Soffit Drip edge Roof sheathing Fascia Blocking 8.25 Installation of HardieTrim® 5/4, 4/4 & NT3® Back Grooved Boards WARNING Use only 2 in. 16-ga. finish nails to pre-assemble HardieTrim 5/4, 4/4 board corners. ! General Product InformationTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/GlossaryWorking Safely53 Installation of HardieTrim® Battens GETTING STARTED wood studs over minimum 7/16 in OSB steel studs Indicates recommended fasteners. Required for ColorPlus Products. Trim Screw, 2 in screw 16 gauge, 2 in finish nail AST-075-0200G ET&F finish nail [AKN100-0150NA] .100 in x .25 in x 1.5 in ET&F Fastening Substrate Fastener TypesApproved Fastener HARDIETRIM BATTENS FASTENER SPECIFICATIONS The Fastener Specifications table shows fastener options for a variety of different nailing substrates. Please refer to the applicable ESR report online (see back page) to determine which fastener meets your wind load design criteria. ColorPlus® TIP: HardieTrim Battens with ColorPlus® Technology are shipped with a protective laminate slip sheet. James Hardie recommends keeping the protective sheet in place during cutting and fastening to reduce damage to the boards. Remove the protective sheet only after installing the boards and filling the nail holes with a colored touch-up pen. Finish nails are required for ColorPlus products. HardieTrim® Battens are intended to be used with HardiePanel® vertical siding to achieve a board and batten look. HardieTrim Battens must be attached to wood or steel backing using an approved fastener from the table below. When installing HardieTrim Battens, determine layout and mark where battens will be attached. To ensure that HardieTrim Battens are installed vertically and parallel to each other, either snap chalk lines or use a level. When attaching battens ensure that fasteners are a minimum of 3/4 in. from edges, 1 in. from ends, and a maximum of16 in. o.c. TIP: James Hardie recommends using stainless steel finish nails when installing HardieTrim (Trim, Battens, Fascia, etc.) products. Snapped chalk line guides the installation HardiePanel® Siding Water resistive barrier HardieTrim® Boards HardieTrim® Battens 8.26 7 12 12 11 10 7 11 10 10 General Product InformationWorking SafelyTools for Cutting and FasteningGeneral InstallationRequirementsGeneral Fastener RequirementsFinishing andMaintenanceHardieTrim® Boards/BattensHardieWrap® Weather BarrierHardieSoffit® PanelsHardiePlank® Lap SidingHardieShingle® SidingHardiePanel® Vertical SidingESR-1844 &2290 ReportAppendix/Glossary54 Water-resistive barrier Flashing Upper panel Lower panel Decorative band board Water-resistive barrier Upper panel 1/4-in. Gap Water-resistive barrier Upper panel Lower panel Lower panel 1 No Horizontal Band-Board 2 Horizontal Band-Board Water-resistive barrier HardieTrim® Batten 22.5 - 45°weather cut HardieTrim® Board used as Band-Board Flashing 1/4-in. Gap Don’t caulk gap between flashing and upper panel. Upperpanel HardieTrim®Batten HardieTrim® Batten HardieTrim® Batten HardieTrim® Batten Don’ fl upper panel. t caulk gap between ashing and Do not bridge floors with HardieTrim Battens and/or HardiePanel Siding. A horizontal joint should always be created between floors. ! WARNING HORIZONTAL JOINT TREATMENT 1. If HardieTrim Battens are going to be installed over horizontal panel joints without the use of a horizontal band board, follow the procedure as illustrated in fig. 8.27. Start installing HardieTrim Battens by creating a weather-cut of at least a 22.5° angle, making a joint at the same location as the panel joint. Attach the bottom batten. Make sure the top batten has a matching weather-cut and then install top batten. 2. If HardieTrim Battens are to be installed over horizontal panel joints with the use of a horizontal band board, follow the procedure as illustrated in fig. 8.28. If HardieTrim Battens are to be installed horizontally, they must be installed in the same manner as in fig. 8.28. Make sure the horizontal Z-flashing is installed over both the lower panel and the horizontal band board. Attach the bottom batten tight to the bottom edge of the band board. Next, leaving a minimum ¼ in. gap above the horizontal Z-flashing, install the top batten. Horizontal HardieTrim® Batten joints must occur at the same location as horizontal joints in HardiePanel® siding. Install horizontal HardieTrim Batten joints by using one of the following options: Water-resistive barrier Flashing Upper panel Lower panel Decorative band board Water-resistive barrier Upper panel 1/4-in. Gap Water-resistive barrier Upper panel Lower panel Lower panel 1 No Horizontal Band-Board 2 Horizontal Band-Board Water-resistive barrier HardieTrim®Batten 22.5 - 45°weather cut HardieTrim® Board used as Band-Board Flashing 1/4-in. Gap Don’t caulk gap between flashing and upper panel. Upperpanel HardieTrim®Batten HardieTrim®Batten HardieTrim® Batten HardieTrim® Batten Don’ fl upper panel. t caulk gap between ashing and 8.27 8.28 Installation of HardieTrim® Battens (cont.) 55 Do not use HardieTrim boards to replace any structural component. HardieTrim®boards are decorative non-load bearing trim products. HardieTrim NT3 Boards HardieTrim NT3 Boards HardiePlank Lap Siding HardieTrim Crown Moulding water- resistive barrier Figure 1 EFFECTIV E SEPTEMBER 2019 HardieTrim® Boards IMPORTANT: FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS, AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE. FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY. BEFORE INSTALLATION, CONFIRM YOU ARE USING THE CORRECT HARDIEZONE® PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343 (866-9-HARDIE) GENERAL REQUIREMENTS • Wood or steel must be provided for attaching HardieTrim boards. • Follow all applicable codes when installing HardieTrim boards. • DO NOT install HardieTrim boards, such that they may remain in contact with standing water. TABLE OF CONTENTS GENERAL REQUIREMENTS FLASHING/CLEARANCE REQUIREMENTS FASTENING Face Nailing Requirements INSTALLATION Trimming Corners Openings Band Boards Frieze Batten Boards Fascia HardieTrim™ Tabs FINISHING Page 1 Page 2 Page 3 Page 3 Page 4-8 Page 4 Page 4 Page 4 Page 4 Page 5 Page 6 Page 7-8 Page 9 Visit jameshardiepros.com for the most recent version. 4/4 | 5/4 | BATTENS | PRIMED | COLORPLUS®PRODUCTS TR1510_P1/9 09/19 Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. OUTDOORS 1. Position cutting station so that airflow blows dust away from the user and others near the cutting area. 2. Cut using one of the following methods: a. Best: Circular saw equipped with a HardieBlade® saw blade and attached vacuum dust collection system. Shears (manual, pneumatic or electric) may also be used, not recommended for products thicker than 7/16 in. b. Better: Circular saw equipped with a dust collection feature (e.g. Roan® saw) and a HardieBlade saw blade. c. Good: Circular saw equipped with a HardieBlade saw blade. INDOORS DO NOT grind or cut with a power saw indoors. Cut using shears (manual, pneumatic or electric) or the score and snap method, not recommended for products thicker than 7/16 in. - DO NOT dry sweep dust; use wet dust suppression or vacuum to collect dust. - For maximum dust reduction, James Hardie recommends using the “Best” cutting practices. Always follow the equipment manufacturer’s instructions for proper operation. - For best performance when cutting with a circular saw, James Hardie recommends using HardieBlade® saw blades. - Go to jameshardiepros.com for additional cutting and dust control recommendations. CUTTING INSTRUCTIONS STORAGE & HANDLING: IMPORTANT: The Occupational Safety and Health Administration (OSHA) regulates workplace exposure to silica dust. For construction sites, OSHA has deemed that cutting fiber cement with a circular saw having a blade diameter less than 8 inches and connected to a commercially available dust collection system per manufacturer’s instructions results in exposures below the OSHA Permissible Exposure Limit (PEL) for respirable crystalline silica, without the need for additional respiratory protection. If you are unsure about how to comply with OSHA silica dust regulations, consult a qualified industrial hygienist or safety professional, or contact your James Hardie technical sales representative for assistance. James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compliance with OSHA rules or other applicable laws and safety requirements. 56 joist 2 in. min. water resistive barriersiding flashing deck material ledger trim flashing FLASHING/CLEARANCE REQUIREMENTS NO-COVER vertical trim 1/4 in. min. horizontal trim 6 in. min. HardieTrim may be installed with a minimum 1/4 in. clearance when installed vertically to grade, decks, paths, steps, and driveways Figure 2 At the juncture of the roof and vertical surfaces, flashing and counter flashing shall be installed per the roofing manufacturer’s instructions. Provide a 2 in. clearance between the roofing and the bottom edge of the trim. Figure 4 Maintain a minimum 2 in. horizontal clearance between James Hardie trim products and decks, paths, steps and driveways. Figure 3 siding 1/4 in. gap flashing Do not Caulk Figure 5 Maintain a 1/4 in. clearance between the bottom of James Hardie products and horizontal flashing. Do not caulk gap. Block Penetration Recommended in HZ10 Figure 8 Z-Flashing Min. ¼ in. Do not caulk Drip Edge Figure 6 for fascia installation see page 6 Valley/Shingle Extension Figure 9 Extend shingles at least 1 in. out from the fascia when gutters are present Mortar/Masonry Figure 7 Figure 10 1/4 in. min. clearance 4 in. min. 10 ft. max CLEARANCE REQUIREMENTS UNDER-COVER Maintain a 1/4 in. clearance for HardieTrim boards installed under cover. Under cover is defined as: • Not more than 10 feet below a roof overhang, and • Not less than 4 inches horizontally from the edge of the roof overhang Visit jameshardiepros.com for the most recent version.TR1510_P2/9 09/19 HardieTrim® Boards Min. ¼ in. Z-Flashing L-Flashing 2 in.min. flashing trim 57 16 in. O.C. maximum Leave a minimum 1/8 in. gap between the siding and trim, then caulk. finish nailing pattern plywood or OSB sheathing water-resistive barrier 1 in. from ends Figure 11 FACE NAILING REQUIREMENTS Use 2 in. minimum 16 ga. finish nails to attach HardieTrim boards to wood frame construction. ET&F or equivalent fasteners or screws may be used to attach HardieTrim boards to steel frame construction. Fastening instructions are similar for all applications. When using finish nails, position nails no closer than 1/2 in. from the edges of the trim and for all other fasteners no closer than 3/4 in. Fasteners must be no closer than 1 in. from ends of trim and spaced a maximum of 16 in. O.C. Ensure trim is adequately fastened. James Hardie recommends using stainless steel finish nails when installing HardieTrim products. Use a 2 in. finish nail to fasten trim together. Longer finish nails may bend. Minimum fastener guide for finish nailing: 4 in. 6 in. 8 in. 12 in. Site Built Corners 2 nails every 16 in. 3 nails every 16 in. 4 nails every 16 in. Other areas (e.g. window trim, and band boards) 2 nails every 16 in. 3 nails every 16 in. 3 nails every 16 in. Pre-built corner 1 nail every 16 in. to attach boards together + 1 nail every 16 in. each board 1 nail every 16 in. to attach boards together + 2 nails every 16 in. each board - - *Follow all applicable codes when installing HardieTrim boards PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the trim. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). DO NOT STAPLE do not under drive nails do not over drive siding nails Figure B Siding Nail Figure A Finish Nail Flush Snug Flush Visit jameshardiepros.com for the most recent version.TR1510_P3/9 09/19 HardieTrim® Boards GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5.” Vertical trim may be installed with a 1/4 in. min. clearance*. TR1510_P3/9 03/15 58 Figure 16 Butt-to Siding HardieTrim frieze board Trim Over Siding HardieTrim frieze board blocking/support if required sheathing water resistive barrier lap siding 1/4 in. gap flashing HardieTrim NT3 board caulk if required HardiePlank lap siding Figure 15 Butt to Siding Horizontal Flashing leave a minimum 1/8 in. gap between siding and trim, then caulk. Figure 14 flashing over trim do not caulk along top edge HardieTrim board water- resistive barrier siding 16 in. max. NOTE: Follow your window/door manufacturer’s installation instructions for caulking guidance between window and trim. Butt to Siding Trim the opening prior to the installation of the siding. Position trim boards on the wall and secure. Allow proper fastener spacing at edges and ends. corner studs Figure 12 Figure 13 2 in. Finish nail 2 in. Finish nail corner studs TRIMMING CORNERS When installing corners or other vertical trim, position boards on the wall and attach (figure 12). Pre-Built Corners Alternatively, corners can be pre-built off the wall using 2 in. finishing nails. Each side of the pre-built corner must be secured to the wall (figure 13). BAND BOARD For band board applications, a flashing is required over the trim. (figure 15) FRIEZE BOARDS HardieTrim boards can be used as frieze board. (figure 16) TRIM APPLICATION FOR WINDOWS, DOORS & OTHER OPENINGS Flashing over trim is required per code for all installation methods. (figure 14) Visit jameshardiepros.com for the most recent version.TR1510_P4/9 09/19 INSTALLATION HardieTrim® Boards Shim behind trim 59 1/4 in. gap lower panel Z-flashing upper panel Do notCaulk HardieTrim Batten 1/4 in. gap Z-flashing upper panel Do not Caulk HardieTrimBatten HardieTrimBatten lower panel Figure 17 Figure 18 Visit jameshardiepros.com for the most recent version.TR1510_P5/9 09/19 HardieTrim® Boards HORIZONTAL PANEL JOINTS At horizontal panel joints HardieTrim battens must be installed according to option 1 or 2 below. When installing HardieTrim Battens horizontally, they must be installed as a panel joint according to option 2. Option 1 Figure 17 - No horizontal band board - Make a 22.5 - 45 degree weather cut, in the HardieTrim batten, just above the 1/4 in. clearance between panels. Option 2 Figure 18 - Horizontal Band Board - Install a horizontal band board at the top of the bottom panel. Butt the lower batten to the band board and start the top batten at the bottom edge of the top panel. Maintain a 1/4 in. clearance above horizontal flashing. BATTEN BOARDS 60 FASCIA Do not use HardieTrim to replace any structural component HardieTrim boards can be fastened directly over a 2x sub-fascia or directly to rather tails. Check local building code for relevant codes. Option 1 Over sub-fascia: (figure 19) When installing HardieTrim boards over solid 2x sub-fascia use minimum 2 in., 16 gauge corrosion resistant finish nails. (see fastener guide below) Figure 19 roof sheathing roof framing roofing roof underlayment drip edge flashing HardieTrim board sub fascia HardieSoffit Panel HardieTrim Board 6 in. 8 in. 10 in. Over 2x Sub-fascia (Minimum 2 in. 16 ga. Finish nails) FASTENER SPACING Direct to Rafter (min 8d siding) 2 nails every rafter spaced max 24 in. O.C. 3 nails every rafter spaced max 24 in. O.C. 2 nails spaced maximum 16 in. O.C. 3 nails spaced maximum 16 in. O.C. 4 nails spaced maximum 16 in. O.C. Figure 20 Roofing Roof Underlayment Style "D" drip edge Flashing HardieTrim NT3 BoardHardieSoffit Panel Roof Framing Roof Sheathing Gutters: James Hardie recommends the use of rain gutters whenever possible. Do not attach gutters directly to HardieTrim Use gutter hangers that attach through the roof sheathing into a rafter tail or other structural member. Soffit When installing HardieSoffit additional framing/blocking may be needed depending on application. Refer to HardieSoffit installation instructions for guidance. Fascia Fastener Guide Visit jameshardiepros.com for the most recent version.TR1510_P6/9 09/19 HardieTrim® Boards Option 2 Direct to rafter tails: (figure 20) When installing HardieTrim NT3 boards without the presence of a 2x sub-fascia, a minimum 8d siding corrosion resistant nails must be used to attach HardieTrim NT3 boards DO NOT use finish nails. (refer to fastener guide below). 61 Figure 23 Fasten HardieTrim Flat Tab to minimum 7/16 in. OSB with min 2, 6d siding nails Min 2 in.Min 1/2 in. NOTE: Follow your window/door manufacturers installation instructions for caulking guidance between window and trim. Do not under drive nails. HardieTrim Flat and Corner Tabs HardieTrim Flat and Corner Tabs Only use staples to fasten HardieTrim Flat and Corner Tabs to the trim boards. Siding nail attaches tab to the wall. Flush Trim Application for Windows, Doors & Other Openings Trim the opening prior to the installation of the siding. Place a Flat Tab at the end of each trim board and one tab every 16 in. OC. Attach the trim boards and Flat Tabs around the opening as shown in figure 24. Use 16 ga. galvanized 2 in. long finish nails to ensure proper fastening if needed. Figure 21 Figure 22 Fasten 4 staples minimum ¼ in. from trim edge HardieTrim Flat Tabs16 in. O.C. max Back view Front view Figure 24 1 2 3 2 Visit jameshardiepros.com for the most recent version.TR1510_P7/9 09/19 HardieTrim® Boards HARDIETRIM® TABS FASTENER REQUIREMENTS For Corners, Band Boards, Windows, and Door Applications: HardieTrim NT3 boards may be installed with HardieTrim™ Flat Tabs and HardieTrim™ Corner Tabs which provide concealed fastening. Only HardieTrim Flat and Corner Tabs can be used with HardieTrim NT3 boards to create a concealed fastening. Step 1: Attach HardieTrim Flat Tabs to the back side of the trim using four, 18 ga. 1/2 in. L x 1/4 in. W narrow crown corrosion resistant staples, equally spaced in one row, positioned no closer than 1/2 in. from trim edges using a pneumatic staple gun. (figures 21, 22) Step 2: For wood frame construction, attach the trim to the building with minimum 2, 6d siding nails fastened through the HardieTrim Flat Tabs (figure 23). ET&F or equivalent fasteners may be used to attach the HardieTrim Flat Tabs to steel frame construction. Fastener spacing will vary based on application. Refer to fastener table on page 9. Refer to specific sections in these instructions for required fastener spacing by application (window, band board, etc.) For Fascia, Rake, and Frieze board Applications: HardieTrim tabs cannot be used in fascia, rake, or frieze board applications. Follow Face nailing fastening specifications. Installation of HardieTrim tabs in Coastal Regions: James Hardie requires that stainless steel staples & fasteners be used when installing HardieTrim Tabs in coastal regions. Installation of HardieTrim Tabs over Pressure Treated Lumber: HardieTrim tabs shall not come in direct contact with ACQ or CA preservative-treated wood. Refer to the General Fastening section of this document for further information. HardieTrim boards with ColorPlus Technology: Remove the laminate sheet as soon as possible after attaching the trim to the building. NOTE: Follow your window/door manufacturers installation instructions for caulking guidance between window and trim. 62 Corner studs Siding nail Corner Tab Trim Tab Fastener Table Figure 25 Figure 26 Figure 27 Application Framing Material Tab is nailed into Flat Tab Wood Stud (minimum G=0.42) Minimum APA rated 7/16 in. OSB Corner Tab Minimum APA rated 7/16 in. OSB Minimum 20 gauge steel Minimum 20 gauge steel Wood Stud (minimum G=0.42) Fastener (tab to trim) Max Tab Spacing (inches on center) Four 18 ga. X 1/2 in. long X 1/4 in. wide corrosion resistant crown staples, equally spaced in one row 16 For each piece of trim, install Four 18 ga. X 1/2 in. long X 1/4 in. wide corrosion resistant crown staples, equally space in two rows 20 Fastener (tab to framing) One 6d corrosion resistant siding nail installed through center of tab into framing Two 4d ring shank corrosion resistant siding nails equally spaced installed through tab into framing One No. 8 X 1 in. long X 0.323 in. head diameter screw (corrosion resistant) installed through flange into framing On each flange, Install one 6d corrosion resistant siding nail through tab into framing On each flange, Install two 4d ring shank corrosion resistant siding nails through tab into framing On each flange, Install one No. 8 X 1 in. long X 0.323 in. head diameter screw (corrosion resistant) through tab into framing Visit jameshardiepros.com for the most recent version.TR1510_P8/9 09/19 HardieTrim® Boards TRIMMING CORNERS When using HardieTrim tabs prebuild outside corners off the wall. • Attach HardieTrim Corner Tabs to the back side of the trim using eight(8) - 18 ga. 1/2 in. L x 1/4 in. W narrow crown corrosion resistant staples using a pneumatic stapler. Ensure the HardieTrim Corner Tabs are fastened tight and straight to the trim boards. (figure 25) • For wood frame construction, attach trim to building using min. 6d siding nails fastened through the HardieTrim Corner Tabs attached to minimum 7/16 in. OSB *. (figure 26) • Attach a HardieTrim Corner Tab 1 in. from each ends and every 20 in. O.C. • TIP: Creating a jig for the work station is recommended to ensure corners are fastened securely and straight. (figure 27) BAND BOARD Terminate ends of the Band Board into Trim or Siding or miter cut the edges of the trim at the corners of the building. Place a HardieTrim Flat Tab at the end of each trim board and one tab every stud at a maximum of 16 in. O.C. The HardieTrim Flat Tabs should be attached to the trim in an alternating pattern to the top and bottom of the band board (figures 21, 22). Use 16 ga. galvanized 2 in. long finish nails to ensure proper fastening if needed. Use 4 staples per piece of trim to fasten the L-shaped tab to the pre-built corner. Use the nail line on the tabs as a guide. HardieTrim Corner Tab Fasten 2 in. x 4 in. timber blocks to a work benchHardieTrim Corner Tabs Fasten 2 in. x 8 in. stud to the timber blocks HardieTrim NT3 Boards 63 HardieTrim® Boards FINISHING CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer’s written instructions. PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed. COLORPLUS TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank® lap siding with ColorPlus® Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE SIDING AND TRIM PRODUCTS WITH COLORPLUS TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section TR1510_P9/9 09/19 Product warranties, safety information and additional installation information are available at jameshardiepros.com © 2019 James Hardie Building Products, Inc. All rights reserved TM, SM and ® denote trademarks or registered trademarks of James Hardie Technology Limited. WARNING: This product can expose you to chemicals including respirable crystalline silica, which is known to the State of California to cause cancer. For more information go to P65Warnings.ca.gov. RECOGNITION: HardieTrim boards may be installed as an equal alternative to conventional trim permitted for use in; 2006, 2009, 2012 & 2015 International Building Code, Section 1403, and the 2006, 2009, 2012 & 2015 International Residential Code for One and Two-Family Dwellings, Section R703. DANGER: May cause cancer if dust from product is inhaled. Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product. Refer to the current product Safety Data Sheet before use. The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting, machining, drilling, routing, sawing, crushing, or otherwise abrading fiber cement, and when cleaning up, disposing of or moving the dust. When doing any of these activities in a manner that generates dust you must (1) comply with the OSHA standard for silica dust and/or other applicable law, (2) follow James Hardie cutting instructions to reduce or limit the release of dust; (3) warn others in the area to avoid breathing the dust; (4) when using mechanical saw or high speed cutting tools, work outdoors and use dust collection equipment; and (5) if no other dust controls are available, wear a dust mask or respirator that meets NIOSH requirements (e.g. N-95 dust mask). During clean-up, use a well maintained vacuum and filter appropriate for capturing fine (respirable) dust or use wet clean-up methods - never dry sweep. SILICA WARNING 64 Do not use HardieTrim boards to replace any structural component. HardieTrim® boards are decorative non-load bearing trim products. HardieTrim Boards HardieTrim Boards HardiePlank Lap Siding HardieTrim Crown Moulding water- resistive barrier Figure 1 EFFECTIVE SEPTEMBER 2019 HardieTrim® Boards IMPORTANT: FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS, AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE. FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY. BEFORE INSTALLATION, CONFIRM YOU ARE USING THE CORRECT HARDIEZONE® PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343 (866-9-HARDIE) These instructions are to be used for HardieTrim® HZ™ Boards ONLY and are ONLY VALID in the following states: WA, OR, CA, NV, UT, ID, CO, WY, MT, AZ, NM. GENERAL REQUIREMENTS • Wood or steel must be provided for attaching HardieTrim boards. • Follow all appicable codes when installing HardieTrim boards. • DO NOT install HardieTrim boards, such that they may remain in contact with standing water. • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie Products. TABLE OF CONTENTS GENERAL REQUIREMENTS FLASHING/CLEARANCE REQUIREMENTS FASTENING Face Nailing Requirements INSTALLATION Trimming Corners Openings Band Boards Frieze Batten Boards Fascia HardieTrim™ Tabs FINISHING Page 1 Page 2 Page 3 Page 3 Page 4-8 Page 4 Page 4 Page 4 Page 4 Page 5 Page 6 Page 7-8 Page 9 Visit jameshardiepros.com for the most recent version.TR1509_P1/9 09/19 Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. OUTDOORS 1. Position cutting station so that airflow blows dust away from the user and others near the cutting area. 2. Cut using one of the following methods: a. Best: Circular saw equipped with a HardieBlade® saw blade and attached vacuum dust collection system. Shears (manual, pneumatic or electric) may also be used, not recommended for products thicker than 7/16 in. b. Better: Circular saw equipped with a dust collection feature (e.g. Roan® saw) and a HardieBlade saw blade. c. Good: Circular saw equipped with a HardieBlade saw blade. INDOORS DO NOT grind or cut with a power saw indoors. Cut using shears (manual, pneumatic or electric) or the score and snap method, not recommended for products thicker than 7/16 in. - DO NOT dry sweep dust; use wet dust suppression or vacuum to collect dust. - For maximum dust reduction, James Hardie recommends using the “Best” cutting practices. Always follow the equipment manufacturer’s instructions for proper operation. - For best performance when cutting with a circular saw, James Hardie recommends using HardieBlade® saw blades. - Go to jameshardiepros.com for additional cutting and dust control recommendations. CUTTING INSTRUCTIONS STORAGE & HANDLING: IMPORTANT: The Occupational Safety and Health Administration (OSHA) regulates workplace exposure to silica dust. For construction sites, OSHA has deemed that cutting fiber cement with a circular saw having a blade diameter less than 8 inches and connected to a commercially available dust collection system per manufacturer’s instructions results in exposures below the OSHA Permissible Exposure Limit (PEL) for respirable crystalline silica, without the need for additional respiratory protection. If you are unsure about how to comply with OSHA silica dust regulations, consult a qualified industrial hygienist or safety professional, or contact your James Hardie technical sales representative for assistance. James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compliance with OSHA rules or other applicable laws and safety requirements. 65 joist 1 in. min. water resistive barriersiding flashing deck material ledger trim flashing FLASHING/CLEARANCE REQUIREMENTS NO-COVER vertical trim 1/4 in. min. horizontal trim 6 in. min. HardieTrim may be installed with a minimum 1/4 in. clearance when installed vertically to grade, decks, paths, steps, and driveways Figure 2 At the juncture of the roof and vertical surfaces, flashing and counter flashing shall be installed per the roofing manufacturer’s instructions. Provide a 1 in. clearance between the roofing and the bottom edge of the trim. Maintain a minimum 1 in. horizontal clearance between James Hardie trim products and decks, paths, steps and driveways. Figure 3 siding 1/4 in. gap flashing Do not Caulk Figure 5 Maintain a 1/4 in. clearance between the bottom of James Hardie products and horizontal flashing. Do not caulk gap. Block Penetration (recommended in HZ10) Figure 8 Z-Flashing Min. ¼ in. Do not caulk Drip Edge Figure 6 for fascia installation see page 6 Valley/Shingle Extension Figure 9 Extend shingles at least 1 in. out from the fascia when gutters are present Mortar/Masonry Figure 7 Figure 10 1/4 in. min. clearance 4 in. min. 10 ft. max CLEARANCE REQUIREMENTS UNDER-COVER Maintain a 1/4 in. clearance for HardieTrim boards installed under cover. Under cover is defined as: • Not more than 10 feet below a roof overhang, and • Not less than 4 inches horizontally from the edge of the roof overhang Visit jameshardiepros.com for the most recent version.TR1509_P2/9 09/19 HardieTrim® Boards Min. ¼ in. Z-Flashing L-Flashing Figure 4 1 in.min. flashing trim 66 16 in. O.C. maximum Leave a minimum 1/8 in. gap between the siding and trim, then caulk. finish nailing pattern plywood or OSB sheathing water-resistive barrier 1 in. from ends Figure 11 FACE NAILING REQUIREMENTS Use 2 in. minimum 16 ga. finish nails to attach HardieTrim boards to wood frame construction. ET&F or equivalent fasteners or screws may be used to attach HardieTrim boards to steel frame construction. Fastening instructions are similar for all applications. When using finish nails, position nails no closer than 1/2 in. from the edges of the trim and for all other fasteners no closer than 3/4 in. Fasteners must be no closer than 1 in. from ends of trim and spaced a maximum of 16 in. O.C. Ensure trim is adequately fastened. James Hardie recommends using stainless steel finish nails when installing HardieTrim products. Use a 2 in. finish nail to fasten trim together. Longer finish nails may bend. Minimum fastener guide for finish nailing: 4 in. 6 in. 8 in. 12 in. Site Built Corners 2 nails every 16 in. 3 nails every 16 in. 4 nails every 16 in. Other areas (e.g. window trim, and band boards) 2 nails every 16 in. 3 nails every 16 in. 3 nails every 16 in. Pre-built corner 1 nail every 16 in. to attach boards together + 1 nail every 16 in. each board 1 nail every 16 in. to attach boards together + 2 nails every 16 in. each board - - *Follow all applicable codes when installing HardieTrim boards PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the trim. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). DO NOT STAPLE do not under drive nails do not over drive siding nails Figure B Siding Nail Figure A Finish Nail Flush Snug Flush Visit jameshardiepros.com for the most recent version.TR1509_P3/9 09/19 HardieTrim® Boards GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5.” Vertical trim may be installed with a 1/4 in. min. clearance*. 67 Figure 16 Butt-to Siding HardieTrim frieze board Trim Over Siding HardieTrim frieze boardblocking/support if required sheathing water resistive barrier lap siding 1/4 in. gap flashing HardieTrim board caulk if required HardiePlank lap siding Figure 15 Butt to Siding Horizontal Flashing leave a minimum 1/8 in. gap between siding and trim, then caulk. Figure 14 flashing over trim do not caulk along top edge HardieTrim board water- resistive barrier siding 16 in. max. NOTE: Follow your window/door manufacturer’s installation instructions for caulking guidance between window and trim. Butt to Siding Trim the opening prior to the installation of the siding. Position trim boards on the wall and secure. Allow proper fastener spacing at edges and ends. corner studs Figure 12 Figure 13 2 in. Finish nail 2 in. Finish nail corner studs TRIMMING CORNERS When installing corners or other vertical trim, position boards on the wall and attach (figure 12). Pre-Built Corners Alternatively, corners can be pre-built off the wall using 2 in. finishing nails. Each side of the pre-built corner must be secured to the wall (figure 13). BAND BOARD For band board applications, a flashing is required over the trim. (figure 15) FRIEZE BOARDS HardieTrim boards can be used as frieze board. (figure 16) TRIM APPLICATION FOR WINDOWS, DOORS & OTHER OPENINGS Flashing over trim is required per code for all installation methods. (figure 14) Visit jameshardiepros.com for the most recent version.TR1509_P4/9 09/19 INSTALLATION HardieTrim® Boards Shim behind trim 68 1/4 in. gap lower panel Z-flashing upper panel Do notCaulk HardieTrim Batten 1/4 in. gap Z-flashing upper panel Do not Caulk HardieTrimBatten HardieTrimBatten lower panel Figure 17 Figure 18 Visit jameshardiepros.com for the most recent version.TR1509_P5/9 09/19 HardieTrim® Boards HORIZONTAL PANEL JOINTS At horizontal panel joints HardieTrim battens must be installed according to option 1 or 2 below. When installing HardieTrim Battens horizontally, they must be installed as a panel joint according to option 2. Option 1 Figure 17 - No horizontal band board - Make a 22.5 - 45 degree weather cut, in the HardieTrim batten, just above the 1/4 in. clearance between panels. Option 2 Figure 18 - Horizontal Band Board - Install a horizontal band board at the top of the bottom panel. Butt the lower batten to the band board and start the top batten at the bottom edge of the top panel. Maintain a 1/4 in. clearance above horizontal flashing. BATTEN BOARDS 69 Visit jameshardiepros.com for the most recent version.TR1509_P6/9 09/19 HardieTrim® Boards FASCIA HardieTrim board is a decorative non-load bearing trim product. Do not use HardieTrim to replace any structural component. HardieTrim boards can be fastened directly over a 2x sub-fascia or directly to rather tails. Check local building code for relevant codes. Option 1 Over sub-fascia: (figure 19) When installing HardieTrim boards over solid 2x sub-fascia use minimum 2 in., 16 gauge corrosion resistant finish nails. (see fastener guide below) Figure 19 roof sheathing roof framing roofing roof underlayment drip edge flashing HardieTrim board sub fascia HardieSoffit Panel HardieTrim Board 6 in. 8 in. 10 in. Over 2x Sub-fascia (Minimum 2 in. 16 ga. Finish nails) FASTENER SPACING Direct to Rafter (min 8d siding) 2 nails every rafter spaced max 24 in. O.C. 3 nails every rafter spaced max 24 in. O.C. 2 nails spaced maximum 16 in. O.C. 3 nails spaced maximum 16 in. O.C. 4 nails spaced maximum 16 in. O.C. Figure 20 Roofing Roof Underlayment Style "D" drip edge Flashing HardieTrim BoardHardieSoffit Panel Roof Framing Roof Sheathing Gutters: James Hardie recommends the use of rain gutters whenever possible. Do not attach gutters directly to HardieTrim Use gutter hangers that attach through the roof sheathing into a rafter tail or other structural member. Soffit When installing HardieSoffit additional framing/blocking may be needed depending on application. Refer to HardieSoffit installation instructions for guidance. Fascia Fastener Guide Option 2 Direct to rafter tails: (figure 20) When installing HardieTrim boards without the presence of a 2x sub-fascia, a minimum 8d siding corrosion resistant nails must be used to attach HardieTrim boards DO NOT use finish nails. (refer to fastener guide below). 70 Visit jameshardiepros.com for the most recent version.TR1509_P7/9 09/19 HardieTrim® Boards Figure 23 Fasten HardieTrim Flat Tab to minimum 7/16 in. OSB with min 2, 6d siding nails Min 2 in.Min 1/2 in. Do not under drive nails. HardieTrim Flat and Corner Tabs HardieTrim Flat and Corner Tabs Only use staples to fasten HardieTrim Flat and Corner Tabs to the trim boards. Siding nail attaches tab to the wall. Flush Trim Application for Windows, Doors & Other Openings Trim the opening prior to the installation of the siding. Place a Flat Tab at the end of each trim board and one tab every 16 in. OC. Attach the trim boards and Flat Tabs around the opening as shown in figure 24. Use 16 ga. galvanized 2 in. long finish nails to ensure proper fastening if needed. Figure 21 Figure 22 Fasten 4 staples minimum ¼ in. from trim edge HardieTrim Flat Tabs16 in. O.C. max Back view Front view Figure 24 1 2 3 2 HARDIETRIM® TABS FASTENER REQUIREMENTS For Corners, Band Boards, Windows, and Door Applications: HardieTrim boards may be installed with HardieTrim™ Flat Tabs and HardieTrim™ Corner Tabs which provide concealed fastening. Only HardieTrim Flat and Corner Tabs can be used with HardieTrim boards to create a concealed fastening. Step 1: Attach HardieTrim Flat Tabs to the back side of the trim using four, 18 ga. 1/2 in. L x 1/4 in. W narrow crown corrosion resistant staples, equally spaced in one row, positioned no closer than 1/2 in. from trim edges using a pneumatic staple gun. (figures 21, 22) Step 2: For wood frame construction, attach the trim to the building with minimum 2, 6d siding nails fastened through the HardieTrim Flat Tabs (figure 23). ET&F or equivalent fasteners may be used to attach the HardieTrim Flat Tabs to steel frame construction. Fastener spacing will vary based on application. Refer to fastener table on page 9. Refer to specific sections in these instructions for required fastener spacing by application (window, band board, etc.) For Fascia, Rake, and Frieze board Applications: HardieTrim tabs cannot be used in fascia, rake, or frieze board applications. Follow Face nailing fastening specifications. Installation of HardieTrim tabs in Coastal Regions: James Hardie requires that stainless steel staples & fasteners be used when installing HardieTrim Tabs in coastal regions. Installation of HardieTrim Tabs over Pressure Treated Lumber: HardieTrim tabs shall not come in direct contact with ACQ or CA preservative-treated wood. Refer to the General Fastening section of this document for further information. HardieTrim boards with ColorPlus Technology: Remove the laminate sheet as soon as possible after attaching the trim to the building. NOTE: Follow your window/door manufacturers installation instructions for caulking guidance between window and trim. 71 Visit jameshardiepros.com for the most recent version.TR1509_P8/9 09/19 HardieTrim® Boards Fasten 2 in. x 4 in. timber blocks to a work benchCorner Tabs Fasten 2 in. x 8 in. stud to the timber blocksHardieTrim® Use 4 staples per piece of trim to fasten the L-shaped tab to the pre-built corner. Use the nail line on the tabs as a guide. Corner studs Siding nail Corner Tab Corner Tab Trim Tab Fastener Table Figure 25 Figure 26 Figure 27 Application Framing Material Tab is nailed into Flat Tab Wood Stud (minimum G=0.42) Minimum APA rated 7/16 in. OSB Corner Tab Minimum APA rated 7/16 in. OSB Minimum 20 gauge steel Minimum 20 gauge steel Wood Stud (minimum G=0.42) Fastener (tab to trim) Max Tab Spacing (inches on center) Four 18 ga. X 1/2 in. long X 1/4 in. wide corrosion resistant crown staples, equally spaced in one row 16 For each piece of trim, install Four 18 ga. X 1/2 in. long X 1/4 in. wide corrosion resistant crown staples, equally space in two rows 20 Fastener (tab to framing) One 6d corrosion resistant siding nail installed through center of tab into framing Two 4d ring shank corrosion resistant siding nails equally spaced installed through tab into framing One No. 8 X 1 in. long X 0.323 in. head diameter screw (corrosion resistant) installed through flange into framing On each flange, Install one 6d corrosion resistant siding nail through tab into framing On each flange, Install two 4d ring shank corrosion resistant siding nails through tab into framing On each flange, Install one No. 8 X 1 in. long X 0.323 in. head diameter screw (corrosion resistant) through tab into framing TRIMMING CORNERS When using HardieTrim tabs prebuild outside corners off the wall. • Attach HardieTrim Corner Tabs to the back side of the trim using eight(8) - 18 ga. 1/2 in. L x 1/4 in. W narrow crown corrosion resistant staples using a pneumatic stapler. Ensure the HardieTrim Corner Tabs are fastened tight and straight to the trim boards. (figure 25) • For wood frame construction, attach trim to building using min. 6d siding nails fastened through the HardieTrim Corner Tabs attached to minimum 7/16 in. OSB *. (figure 26) • Attach a HardieTrim Corner Tab 1 in. from each ends and every 20 in. O.C. • TIP: Creating a jig for the work station is recommended to ensure corners are fastened securely and straight. (figure 27) BAND BOARD Terminate ends of the Band Board into Trim or Siding or miter cut the edges of the trim at the corners of the building. Place a HardieTrim Flat Tab at the end of each trim board and one tab every stud at a maximum of 16 in. O.C. The HardieTrim Flat Tabs should be attached to the trim in an alternating pattern to the top and bottom of the band board (figures 21, 22). Use 16 ga. galvanized 2 in. long finish nails to ensure proper fastening if needed. 72 FINISHING CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer’s written instructions. PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed. COLORPLUS TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank® lap siding with ColorPlus® Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE SIDING AND TRIM PRODUCTS WITH COLORPLUS TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section TR1509_P9/9 09/19 Product warranties, safety information and additional installation information are available at jameshardiepros.com © 2018 James Hardie Building Products, Inc. All rights reserved TM, SM and ® denote trademarks or registered trademarks of James Hardie Technology Limited. HardieTrim® Boards WARNING: This product can expose you to chemicals including respirable crystalline silica, which is known to the State of California to cause cancer. For more information go to P65Warnings.ca.gov. RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-2290, HardiePlank® lap siding is recognized as a suitable alternate to that specified in: the 2006,2009,&2012 International Residential Code for One- and Two-Family Dwellings, and the 2006, 2009, & 2012 International Building Code,. HardiePlank lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. DANGER: May cause cancer if dust from product is inhaled. Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product. Refer to the current product Safety Data Sheet before use. The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting, machining, drilling, routing, sawing, crushing, or otherwise abrading fiber cement, and when cleaning up, disposing of or moving the dust. When doing any of these activities in a manner that generates dust you must (1) comply with the OSHA standard for silica dust and/or other applicable law, (2) follow James Hardie cutting instructions to reduce or limit the release of dust; (3) warn others in the area to avoid breathing the dust; (4) when using mechanical saw or high speed cutting tools, work outdoors and use dust collection equipment; and (5) if no other dust controls are available, wear a dust mask or respirator that meets NIOSH requirements (e.g. N-95 dust mask). During clean-up, use a well maintained vacuum and filter appropriate for capturing fine (respirable) dust or use wet clean-up methods - never dry sweep. SILICA WARNING Max Outdoor Wall Sconce By Hinkley Call Us (877) 445-4486 Max Outdoor Wall Sconce By Hinkley Product Options Finish: Black, Size: Medium, Light Option: Incandescent Dimensions Medium Option Backplate: Width 4.5", Height 6" Medium Option Fixture: Width 6", Height 18.25", Depth 9", Weight 5.28Lbs Lighting Medium Lamp Type LED Total Lumens 400.0 # of Bulbs 1 (Not Included) Bulb Type 5W T9 E26 Color Temp 3000 (Soft White) Average Lifespan (Hours) 15,000 CRI 90 Equivalent Halogen, CFL or LED Bulb Can Be Used Yes Additional Details Product URL: https://www.lumens.com/max-outdoor-wall-sconce-by-h inkley-HKY1946703.html Rating: UL Listed Wet Notes: Prepared by: Prepared for: Project: Room: Placement: Approval: ITEM#: HKY1946703 Created April 30th, 2024