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HomeMy WebLinkAboutCO & DOCS - 01-00022 - Breckenridge Apartments - 12 unitsTEMPORARY CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. R- o1 -o6 -o9 Building Street Address: 226 So. it West Building Owner: Breckenridge Apartments Contractor: Green Valley, Inc. Description of building or portion of building for which this certificate is issued: Apartment Complex 1t and 2n Floor Only EXCEPT #17 Occupancy: Temporary 1t and 2 Floor Only EXCEPT #17 This Certificate issued rsuant to tbe requirements of Section 109 of the Uniform Builbing Code, certifies at, at tbetime of issuance, this hulloing or that rtion of the hulloing p° f that was inspected on the bate listed was f ouna to he in compliance with tbe requirements of the cote for tbe group anb division of occupancy anb the use for which the proposed occupancy was classified. Date: November, 2001 C.O. Issued by: Buildi Official There shall be no future change in the exist :. ccupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Offi ial has reviewed and approved said future changes. Fire Department Electrical Department Water Department CERTIFICATE OF OCCUPANCY Building Permit No. RO1 -06-09 Zoning /Land Use Class: Building Street Address: 226 9. 1st W_ Land - Legal Description: Building Owner: Address: Contractor: Occupancy / Use Classifications(s): DATE: December 17, 2001 Approved: Building Inspector Plumbing Inspector City of Rexburg Department of Building Inspection BRRCZ*NIIt?CE APARTMW •I 5. 1.t U. Green Inc. Description of building or portion of building for which this certificate is issued: ApartRent Complex end Managers Building This Certificate, issued pursuant to the requirements of Section 109 of the Uniform Building Code, certifies that, at the time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. C.O. Issued by: City of Rexburg ng Official This Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official. There shall be no future change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official, has reviewed and aaaatoved said future changes. Tire Inspector °? BUILDING PERMIT APPLICATION REXBURG, ID DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. r 4. JOB ADDRESS ARCHITECT c .. CYNEW 0 REMODEL 0 ADDITION OWNER BUILDER f .'3 STRUCTURE: RESIDEN FOOTINGS ❑ ❑ MASONRY ❑ OTHER ❑ REPAI CE ❑ COMM ❑ EDUCATIONAL 0 GOVT 0 RELIGIOUS ❑ FENCE FOUNDATION Q'CONCRETE ❑ MASONRY D OTHER BASEMENT 0 PARTIAL ONO FULL FLOORS 0 WOOD 0 CONCRETE ❑ OTHER EXT. WALLS O WOOD ❑ MASONRY 0 CONCRETE UVENEER ❑ METAL 0 STUCCO INT. WALLS 0 WOOD ❑ MASONRY ❑ CONCRETE ❑`DRYWALL ❑ PLASTER O TILE ❑ PATIO ❑ CARPORT ❑ GARAGE CEILING ROOF HEAT ❑ WOOD CI DRYWALL ❑ PLASTER 0 TILE 0 ACOUSTIC ❑ OPEN 0 BUILT UP. UGAS UWALLS ❑ WOOD SH. 0 OIL 0 CEILING ❑'COMP. SH. 0 COAL 0 FLOORS 0 TILE 0 FIREPLACE ,. 0 PERIMETER 0 ROLL ROOF. 0 ELECTRIC ❑ METAL This permit is issued subject to the regulations contained in the Uniform Building Code and Zoning Regulations of Rexburg, and it is hereby agreed that the work to be done as shown in the plans and specifications will be completed in accordance with the regulations pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants. REMARKS: DEPARTMENT OF BUILDING & ZONING VALUE C: _ .;. FEE PAID ❑ CASH C BUILDING INSPECTOR NE DESIGNER ❑ RENEWAL NO." 1-2 PA - 10 JUN 2 0 ZAO A PLICANT DATE A S WHITE—owner's Copy CANARY - Building Department's Copy PINK: Assessor's Co GOLDENROD- Inspector 0 FIRE DAMAGE ❑ AWNING INSULATED Date of Application Lo 4- D ) OWNER Name rJ f _ - Site Address r 1�'� � �� ILA tre:N L. / D `» 22� S. 12± (,J Mailing Address cc)_ City /State/Zip Pt �� 4 Telephone/Fax/Mobile 3 (a. 4s CONTRACTOR Name �JI f r �, i A l A Mailing Address 17. City / State/Zip U Cm ,k,, i - 3 2 Telephone/Fax/Mobile 5'2_9 _ 3'2 3 S 1 1 Co 6 -�-� PROTECT INFORMATION 1 Architect or Engineering Firm Sty Lip ,P Ida.Lic.No. dvision ea i se att Lot N43. (circle one) Residential/Commercial/ Educational /Government/Religious Description L1 &. ki AAA (Examples: Pew House / A diaOR to present house / C.omrnercxal I-zemoc3ei) Square feet. 13 �cx No. of Stories 3 Height of Building Z1 Basement ,j i,Q finished/unfinished Garage sq. feet t,..) IA Patio /Carport/Awnin What will Structure be used for (including name of business if applicable): A Pn r \ tv-4A ID If used fora multiple amity a .'t pleas: indicate number of units: 1 Z N 2 Total Estimated Cost .p � 1 / I WiII dwelling be in a flood lain? 2��1 P Signature of applicant � � CITY OF REXBURG UBC /9 9 7 Tax Code 0A-c Zo ner Building Type an- Signature of Inspector ..• • . :� • •, CITY OF REXBURG, IDAHO APPLICATION FOR BUILDING PERMIT FOR OFFICE USE ONLY Building Permit Fee 3' % °" Plumbing Permit Fee 9/0 , D,' Digging Permit Fees Linear Foot Charge Water & Sewer Fees 7941 � O Pfan Check Fees 3 7/ "r' 2 tai Permit No. ,e 0/-‘06 Plan Name • 3°IO ,3c' Block :..ems Rough Plumbing .... Septic Tank Fixtures Water Piping Complete Sewer I ' Bath Tubs .... Urinal Showers Sink Trap Laundry Trays Water Heater I ' Wash Basin -7 4 Other Toilet ..- . Slop Sinks - Kitchen Sinks i - 2..... Floor Drain Drinking Fountains Lawn Sprinklers Water Softeners Dish Washing Mach. Clothes Washer CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT OWNER Name Address A Tel. Lot Blk. Add. PLUMBER Name Address TeL NATURE OF INSTALLATION Use DESCRIPTION OF WORK FEES Plumbing Permit 36, ei Sewer Inspection Inspection of Pipe Inspection of Fixtures A:0 . $ $ Received: Date By / • Rough Plumbing Sewer Other w Finish Plumbing TOTAL $ INSPECTOR'S RECORD N PAID JUN 2 8 2001 CITY INSP NAME Excavation. & f Earthwork: » �� L� 1 (LCo) rn 5 V AU ( Concrete: Masonry: Roofing: i el_A R:csaf Insulation: Drywall: Painting: - Floor Coverings: ' s c e C Q ) L o17 _ S Plumbing: Heating: SUBCONTRACTOR L t ST L 1v 1 TLID LLI ►� c $ �1 ►� 11 Electrical : l' -, L- c1L s (Th A V L 1 { SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) Roof Trusses : Q t,--\ 0_00 LA-TC-3 Floor / Ceiling Joists: Cabinets: ©4-) L.ISsza P),2, Siding /Exterior Trim: 7_l Other: REQUEST FOR A CONDITIONAL BUILDING PERMIT FOR PARTIAL BUILDING CONSTRUCTION TO: Building Official for the City of Rexburg Pursuant to the provisions of the Uniform Building Code, the undersigned requests that a conditional building permit be issued for: Approved by BRECKENRIDGE ADDITION 226 So. 1s West for Footings and Foundation only. Acknowledgment is made that the plans for the complex are not complete and that final approval of the building will not be given until the final plans have been approved. We recognize that proceeding with partial construction at this time is entirely at the risk of the Architect/Owner with there being no assurance that the final Certificate of Occupancy for the entire building or structure will be granted. We further absolve the City of Rexburg and officers and employees thereof, of all responsibility for the issuance of a partial permit and further agree that any work performed under this permit will be removed or otherwise corrected to be in accord with the requirements of the final approved plans when a permit for the entire building or structure is finally granted. Dated this) / °—�' day of lirke j 2001. Date of Application Permit for Demolition ONLY NAME ADDRES CITY /STATE/ZIP c S '4 �t TELEPHONE (o) Z 3 Project, Information: Description of property being demolished: O i 7740,4A-L._ l C IA) This permit is only for the purpose of demolition in preparation for remodel /renovation of which I am responsible to obtain an . ppropriate building permit. Signature of Applicant: Fee: $25.00 Bill Follett Green Valley PO Box 156 Ucon, Idaho 83454 Chris Huskinson Fire Inspector REXBURG/MADISON COUNTY EMERGENCY SERVICES 26 NORTH CENTER REXBURG, IDAHO 83440 208- 359 -3010 Dear Mr. Follett, July 11, 2001 As per our conversation on the above date the following stipulations must be met to satisfy the Rexburg/Madison County Fire Department and the City of Rexburg for Breckenridge Apartments. 1. A hydrant must be installed and in working order (i.e. able to supply and flow water sufficient for the required fire flow) on site by July 30, 2001. 2. All fire alarm plans must be submitted and approved by July 30, 2001. If the above items are not completed by the required date, a stop work order will be imposed upon your project. If you have any questions please feel free to contact the fire department. Sincerely, 6/18/2001 Bill Follett Green Valley P.O. Box 156 Ucon, ID 83454 Dear Bill: STATE OF IDAHO www.ci.rexburg.id.us I have reviewed the plans for the Breckenridge apartments and have identified the following discrepancies: P.O. Box 280 12 North Center Street Rexburg, ldaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg@ci.rexburg.id.us 1. Provide handicap ramp at comer of West and 2 South. 2. Screen the garbage dumpster and place in an area where a side - loading truck can access it. 3. Provide 28' radius for fire truck at South entrance. Also create wider driveway by eliminating the sidewalk on the South side of the building in the Southeast corner of the project. 4. Provide fire hydrant as per Rexburg Fire Department. 5. Sidewalk and driveway at street approaches will need to be constructed of 6" reinforced concrete. 6. Provide details of handicap ramp. 7. Provide sprinkler plan. 8. Show the fire sprinkler system mechanical room inside of the building. It can not be in a setback. 9. Provide draftstop details. 10. Provide floor details for 1- hr.fire resistance. 11. Identify smoke detectors. 12. Provide door details. 13. Provide mechanical information. 14. Provide electrical plan. 15. Provide detail showing pipe penetrations into firewalis. 16. Provide Type "A" Accessible Unit. Provide details such as grab bar, cabinet, toilet, sink, shower, etc. 17. Address any items identified by the Fire Department. I have attached a copy of their review to the back of this document. Please make the necessary corrections and return two sets of drawings as soon as possible. If you have any questions please give me a call at 359 -3020 ext. 314. Sincerely, Val Christensen Assistant Engineer cc: John Millar Chris Huskinson REXBURG MADISON COUNTY FIRE DEPARTMENT P.O. Box 280 26 North Center Rexburg, Idaho 83440 (208) 359 -3010 1997 Uniform Fire Code Plan Date: 02 -01 Plan Review Review Date: 06 -05 -01 Building Name: Breckenridge Apartments Building Address: Corner of First West and Second South Stories: 3 Type of Construction: V -1 Occupancy Classification: R -1 Existing Floor Area: N/A New Construction Floor Area: @ 13,535 square feet 1).Required Fire Flow (Appendix III -A): 1,500 GPM 2).Water Supply (Article 9, Section 903) Required: YES Fire Hydrant Location: C18, C25 Fire Hydrant Flows: OK Fire Flow Test Location: C18, C25 Fire Flow Supplied By: FD Other Approved Water Source: NONE Water Supply Acceptable: NO Fire Hydrant Location Acceptable: Existing OK, provide one hydrant on site Water Supply Comments: Need to add one hydrant on site to comply with UFC. Best location would be on the sidewalk near the south end of proposed building (Between new and old structures). 3.)Fire Apparatus Access Roads (Article 9 Section 902) Required: YES Acceptable: Width: NO Length: NO Surface: OK Turning Radius: NO Grade: OK Vehicle Vertical:U /K Clearance: U/K Turn Arounds: NONE Complete Road Acceptable: NO Comments: Corners in parking lot need to have minimum of 28 foot radius (around parking stalls) and the southwest stall at rear of managers building. There shall be no parking (Signed and marked with paint) along the sidewalk on the east side of new building to allow for fire apparatus access. Existing driveway to the south of proposed manager's building too narrow. Needs to be a minimum of 20 feet wide with no parking (Signed and marked with paint). Parking along southern edge of property doesn't allow fire apparatus to fully access old building. 4).Access Roads and Water Supply, Including Fire Hydrants Are Required To Be Installed And Made Serviceable Prior To And During Time Of Construction (Article 9 Section 901.3): YES 5),Installation Of Portable Fire Extinguisher (Article 10 Section 1002) Required: YES Location Acceptable: Not Shown Type Provided Acceptable: Minimum of 2A -10BC required 6).Automatic Fire Extinguishing Systems: (Article 10 Section 1003 Required: YES Type Of System Being Installed: Unknown Sprinkler System Monitoring Required (Article 10 Section 1003.3) Required: U/R Comments: Have not been provided with sprinkler plans. 8).Fire Alarm Systems (Article 10 Section 1007)Required: YES Type Of System Required: Manual: Automatic: Both: YES Type Of System Being Provided: Manual: Automatic: Unknown what type of system to be provided, no plans submitted. Components Of System Shown: Smoke Detectors: Heat Detectors: Manual Pull Station: Door Holders: Sprinkler Valve Monitoring: Fire Alarm System Acceptable: NO 10).Other Corrections That Are Required By Special Occupancy Or Conditions: Plans As Submitted Are Acceptable: NO Plans Checked By: Chris Huskinson Date: 6 -05 -01 Please furnish comments back to the plan reviewer in the following manner: Sounding Devices: Visual Devices: Duct Detectors: Flow Alarm: Written Comments: YES New Plans: YES FINAL INSPECTION CHECKLIST 1998 INTERNATIONAL ONE AND TWO FAMILY DWELLING CODE Building Permit Number: go/ -O -- (? Project: ' j 1) 6- Job Address: 2 ' . / S �I The following comments based on the 1998 edition of the International One and Two Family Dwelling Code should be resolved before a occupancy permit is issued. This correction list is not a building permit. The approval of plans and specifications does not permit the violation of any section of the International One and Two Family Dwelling Code or any federal, state or local regulation. L OUTSIDE Grade (yard is sloped away from foundation) Sidewalk Constructed as per Ordinance (5' wide & 12" of granular borrow) Window Bars, Covers and Screens (shall be releasable or removable from the inside for egress required windows) Window Wells (clear horizontal; dimensions parallel to foundation wall shall be at least as wide as the window and wider if needed to fully open the window and the perpendicular dimension from window to window well is 24" min.) Exterior Steps (7.75" max. riser & 10" min. run) Stairway Handrails (required when rise is over 30" & 4" sphere for spacing of uprights) Guardrails (provide for all walking surfaces over 30" high & 4" sphere for uprights) Landings (36" x 36" min., a landing is not required at the top of the stair if a door does not swing out over stairs) Threshholds (1 3/4" max. above floor or landing except where door does not swing over landing, 7 3/4" max. allowed) Posts (required to be treated, redwood or cedar if in contact of concrete) Roofing (no apparent leaks, installed properly, shingle tapped properly and roofing as per plans) Masonry (lintels as per table 703.7.1) Roof Ventilation (as per plans) Chimney (built as per plans) Chimney Crickets (needed when chimney is 30" or wider parallel to ridge) Chimney Height (extend min. 2' above any portion of building within 1.0', but shall be 3' min higher than point chimney passes through roof) 1 IL INSIDE Egress Doors (all egress doors must be able to open from inside without use of key) Glazing (safety glass shall be provided in the following; in all doors, within 24" from door arc in closed position and below 60 ", anyplace where panel is over 9 sq. ft. and bottom edge less than 18" and top edge greater than 36" above floor) Fireplaces (built as per plans) Fireplace Hearth Extensions (16" min. front & 8" on sides) Bathroom Ventilation (either operable window or fan that vents directly to outside) Sinks, Bathtubs and Showers (check for caulking, operation and leaks) Stairway Illumination (switch at top and bottom) Stairs (7 3 /" max. riser, 10" min. tread, nosing min. 3/4" & 1 %" max. required when treads are less than 10" wide) Handrails (34" min., 38" max., 1 %" space min. to wall, and grip size; 1 1/4" to 2" dia. & use 4" sphere for spacing of uprights when open to below triangular space created by riser, tread and bottom of rail shall use 6" sphere for spacing) Guardrails (provide for walking surfaces higher than 30 ", use 36" min. height & use 4" sphere for spacing of uprights) Garage (check operation of garage doors, check for firewall penetrations and proper electrical boxes, door to house must be solid wood, metal insulated ext. door or 20 min. rated, ducts penetrating firewall must be 26 gauge min. & not open to garage) Egress Windows (check for 20" min. clear with a 24 " min clear height, 5.7 min. sq. ft. opening and a 44" max. sill height) 2 Smoke Detectors (required in each sleeping room, outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each additional story of dwelling unit - on split levels, detector is required only on upper floor if no doors separate levels — all detectors interconnected without a disconnecting switch) Foam Plastic (meets requirement of Section 317) Water Heater Anchorage (over 4' with non rigid water connection shall be anchored to floor or strapped to building) Clothes Dryer Ducts (solid metal ducts, no screws extending into duct & vent directly to outside) Duct Supports (metal ducts shall be supported min. 10' spacing & non metal as per manufacturer's installation instructions) Duct Insulation (duct in non conditioned areas shall be insulated) Gas Line Supports (10' spacing for 3/4" and under, 12' spacing for 1" and over and 6' spacing for tubing 1Y2" and under) NAME: BRECKENRIDGE APARTMENTS ADDRESS: 226 So. 1 West STRUCTURE: Apartment Complex VIOLATION: CITY OF REXBURG BUILDING DEPARTMENT STOP WORK ORDER YOU ARE HEREBY NOTIFIED THAT ALL WORK ON THE ABOVE NAMED STRUCTURE SHALL STOP AND NOT PROCEED UNTIL AUTHORIZATION IS RECEIVED FROM THE CITY OF REXBURG BUILDING OFFICIAL (1994 UBC.104.2.4.) DATE BUILDING INSPECTOR JOBS JUN - 01 - 2001 Truss 2 -5-4 AF Al 3x6 12:04 ANDERSON COMPONENTS BOISE I cuss 1 ype XX FLOOR p OLKbON OMPONENTS - BOISE: BOISE, D 83/16 4.201 } -4- 121- 6- 0.1 -4 -1 _..._.- . 3x6 FP= AB AA 3x6 FP .- 4x8 = 5i_.- 1' 5 Nov 1b 2000 1-8-0 0-41:±113 9 -41 I8 4x4- = 5x6 = I I P Q 2x3 II 2x3 4x4 2x3 2x3 = 4x6 • 3x6 FP 2x3 i : 4x5 :± 2x3 11 4x8 = 3x4 11 4x6 = 2x3 II A a C D E F G 4 1 J K L M N T3 " } -°1-=',.c---V.....;"'c, v1 ' ''' B1 """=----,-1----- AE AD AC AJ Z Y X W V U 3x10 4x4 - 4x4 ... MG -'AG 4x8 = 5x8 = 3x6 FP= 2x3 II 2x3 11 9 -2 -8 10 -8_e 19-9 -8 25 -11-0 27 -5-0 33-8 0 33-8-0 - Plate Onsets (X.Y):1FA O_B,Edge). [010_ [P' 1 8.Ed0e], I.I_ , iget (AB:�FZTE oI: TTAC:0- 1- 8.t_Ogej, LAU_0- LOADING (psi) �' SPACING 2 -0-0 , CSI DEFL in (ioc ) ;65 MN20 S 1971144 GRIP 8 TCLL 0.0 Plates Increase 1.00 I TC 0.96 Vert(LL) -0.364D -AE TCDL 10.0 Lumber Increase 1,00 ! BC 0.91 Vert(TL) - 0.49AD -AE >484 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.06 Z n/a BCAL 10.0 Code UBC97 /ANS195 (Matrix) 1st LC LL Min 1/deft = 360 Weight: 155 lb LUMBER BRACING TOP CHORD 4 X 2 DF No,1 &8tr TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, SOT CHORD 4 X 2 DF No.1 &BIr BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 4 X 2 SPF Stud /Std 'Except' , 10 -0 -0 oc bracing: AB -AC. W14X2OFNo .2,W14X2OFNo W1 4X2DFNo.2. W1 W1 4X2DFNo.2 W14X2DFNo .2.W1 W1 4 X 2 DF No.2 REACTIONS (1b/size) AF= 996!0 -3 -8. T= 564/0 -3 -8, Z= 2438/0 -3-8 Max HorZAF -1460(load case 2) Max Upl - 188(Ioad case 2), T=-332(load case 3) Max Gray AF= 1026(load rase 4), T =708(load case 2), Z =2438(load case 1) FORCES (lb) - First Loed Case Only TOP CHORD AF -AG -100, A-AG= -100. T- AH =99, S- AH =-99. A -8=5, B-C=-2639. C -D -2639. D -E -2639. E -F= -2928. F -G =2928. G -H= -2928, H -1 =1388, I-J= -1388, J- K2451. K -L =2451. L-M =2451, M -N=- 337. N -0 =337. O -P= -766, P -Q =1054, Q-R= -1054, R S=-5 _ _ BOT CHORD Z AJ AF-AI=1599, Y - -Z =797 5X -Y -7797, W- X=768, V-W 766, , U- V V =766 U- AK=797 T -AK =797 gJ WEBS L -Z =270, B -AF= -1810, J -Z -2457, B -AE =1187. C-AE= -236. J -AB =1911, t -AB =-270, E -AE= -435, H -AB= -1202. E -AD= -126. H -AC =669. F- AD =55, G-AC =331. M -Z= -1877, R -T -899, M -X =1294, N- X=-62, R -U =293, Q -U= -300. 0-X= -730: P -U- =489, O-W =235, P- V=-266 NOTES 1) Thls truss has been checked for unbalanced loading conditions. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 188 lb uplift at Joint AF and 332 lb uplift at joint T. 3) This truss has been designed with ANSI/TPI 1 -1995 criteria. 4) This truss has been designed for a total drag load of 380 plf. Connect truss to resist drag loads along bottom chord from 0-0-0 to 1 -0.0, 18-11-0 to 19 -11-0. 32-8-0 to 33-8-0 for 4264.4 pif. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Stroonnggbacks to be attached to waits at their outer ends or restrained by other means_ 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 208 426 8795 P.02 4x4 = R (optional) uatnes, Inc. t-n 7iii 7001 Hoge 1 Scale =1.58. 2x3 11 2x3 = s AK T 3x6 = 1 AH JUN -01 -2001 I Jot — Tift(ss JOBS IX 2x3 II 2x3 = A `CI t- AF 3x6 ae 1- 2-5-4 2x3 3x4 2x3 4x6 3x6 FP 2x3 ! I 4x4 _ 2x3 I I C D E F G LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 6CDL 10.0 ONENTS - BOISE: BOISE, ID 83T1 4.201 W2 AE 3x10 2: 04 ANDERSON COMPONENTS Truss Type FLOOR -4- 1 21- 6 91 -4 7 12 T2" • W3 V1,2 B1' ' -.. AD AC 3x4 3x4 -. 9 -2-8 1 -8 -8 33-8-0 e s (X,Y): [F :0= 028,Edgel, (0:0=1- 6.Edge]. [P0- TV:0-0-B,tdge( (Ats:0- 2 -12,l dgej. tAC:(1- 1- 8;Edge SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Ina YES Code UBC971ANS195 CSI TC 0.59 BC 0.72 WB 0.46 (Matrix) EO1SE I QW 1t4Iy 11 1 •tional) 5K1 s Nov Mt •us nes. Inc. Fri Jun 01T11: 3x6 FP_ 4x8 = 3x4 11 J K DEFL in (loc) I /deft Vert(LL) - 0.25AD -AE >933 Vert(TL) - 0.38AD -AE >618 Horz(TL) 0.05 Z n/a 1st LC LL Min Udell = 360 1-6-0 0-10-8 I q-HB O - AB AA Z Y X W 3x6 FP.. EMS .TAG 3x10 - 4x8 = 3x6 FP_ 2x3 1 19 -9-8 25-11-0 27-5-Q BRACING TOP CHORD Sheathed or 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. LUMBER TOP CHORD 4 X 2 DF No.18Btr BOT CHORD 4 X 2 DF No,1&Btr WEBS 4 X 2 SPF Stud /Std 'Except - W14X2DFNo .2,W14X2DFNo_2,W14X2OFNo.2 s W1 4 X 2 DF No.2. W1 4 X 2 DF No.2, W1 4 X 2 DF No.2 W14X2DFNo.2, W1 4X2DFNo.2, W1 4X2DFNo.2 W14X2OFNo.2 REACTIONS (lb/size) AF= 996!0 -3-8. T= 564/0 -3-8, Z= 2438/0 -3-8 Max GravAF =1026(load case 2), T= 690(Ioad case 3), Z= 2438(load case 1) FORCES (lb)- First Load Case Only TOP CHORD AF -AG =100, A -AG= -100, T- AH = -99, S- AH =99, A -B =5, B -C= -2639, C -D =2639, D -E= -2638. E -F =2928, F -G -2928. G -H= -2928, H -1 =1388, I -J= -1388. J -K =2451, K -L =2451. L -M =2451, M -N= -337, N -0= -337. O-P =766, P -Q= -1054, C1-12=-1054, R-S = -5 BOT CHORD AE -AF =1599. AD -AE =3020, AC -AD =2928. AB -AC =2441. AA -AB =-286, Z -AA =-286, Y -Z= -797, X -Y= -797, W -X =766, V -W =766. U -V =788, T -U =797 WEBS L- Z=- 270._B -AF= -1810, J -Z= -2457, B-AE =1187, C-AE =236, J -AB =1911, I -AB=270, E -AE=435. H -A8= -1202. E -AD =125, H -AC =669, F- AD =55, G-AC= -331, M -Z -1877, R -T =-899, M- X-1294, N- X =-62, R -U =293, Q -U= -300, 0-x =730, P -U =489, O-W =235. P- V=-266 NOTES 1) This truss has been checked for unbalanced loading conditions. 2 This truss has been designed with ANSUTPI 1 -1995 criteria. 3 Recommend 2x6 strongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails_ Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 208 426 8795 P.03 3x4 - 3x4 = 2x3 II 4x6 -: 2x3 II 2x3 11 3x4 = 2x3 M N TS P Q R S ti L AH 3x6 V U 3x6 = 2x3 I f PLATES MI120 33 Weight: 155 lb Scale = 1:58. GRIP 197/144 TOTFIL. P.03 Job JOBS Truss Truss Type MOD. QUEEN Qty 1 Ply 1 SAMPLE (optional) Anderson Components - IF, Idaho Falls, ID 83403, Eric 4.201 SR1 $ Nov 16 2000 MiTek Industries, Inc. Thu Jun 07 09:10:03 2001 Page 1 -2 -0 -0 6 -1 -13 11 -5 -15 16 -10 -0 22 -2 -1 27 -6 -3 33 -8 -0 35 -8 -0 i i 2 -0 -0 6 -1 -13 5 -4 -1 5 -4 -1 5 -4 -1 5 -4 -1 6 -1 -13 2 -0 -0 Scale = 1:62.5 4x4 = 4.00 12 3x4 ,' 3x4 4 6 1.5x4 3 W2 W2 N 2 n o1 9 r a h 9 2, d 1 3x10 = 13 12 it 10 3x10 = 3x4 = 3x6 = 4x5 = 3x4 = 8 -9 -14 16 -10 -0 24 -10 -2 33 -8 -0 8 -9 -14 8 -0 -2 8 -0 -2 8 -9 -14 Plate Offsets (X,Y): [2:0- 5- 2,0 -1 -8], [8:0- 5- 2,0 -1 -8] LOADIN9psf) SPACING 2 - - CSI DEFL in (Ioc) 1 /deft PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.74 Vert(LL) -0.39 12 >999 MI120 197/144 TCDL 8.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.63 10 -12 >636 BCLL 0.0 Rep Stress Incl WB 0.85 Horz(TL) 0.18 8 n/a BCDL 8.0 Code UBC /ANSI95 1st LC LL Min I /deft = 240 Weight: 122 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2 -9 -6 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SPF Stud /Std REACTIONb/size) 2= 1889/0 -5 -8, 8= 1889/0 -5 -8 Max Horz 2=- 16(load case 4) Max Uplift2=- 191(load case 3), 8=- 191(Ioad case 4) FORCES(Ib) - First Load Case Only TOP CHORD 1 -2 =27, 2 -3= -4151, 3 -4= -3714, 4 -5= -2628, 5 -6= -2628, 6 -7= -3714, 7 -8= -4151, 8 -9 =27 BOT CHORD 2 -13 =3916, 12 -13 =3237, 11 -12 =3237, 10 -11 =3237, 8 -10 =3916 WEBS 3 -13= -484, 4 -13 =505, 4 -12= -917, 5 -12 =1203, 6 -12= -917, 6 -10 =505, 7 -10= -484 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 8.0 psf top chord dead load and 8.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category!, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 Ib uplift at joint 2 and 191 Ib uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard Job JOBS Truss Truss Type MOD. QUEEN Qty 1 Ply 1 SAMPLE (optional) Anderson Components - IF, Idaho Falls, ID 83403, Eric 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Jun 07 09:10:15 2001 Page 1 -2 -0 -0 6 -1 -13 11 -5 -15 16 -10-0 22 -2 -1 27 -6 -3 I 33 -8 -0 1 35 -8-0 I I 1 I 2 -0 -0 6 -1 -13 5 -4 -1 5 -4 -1 5 -4 -1 5 -4 -1 6 -1 -13 2 -0 -0 Scale = 1:62.5 4x4 = 4.00 12 3x4 i 4 3x4 6 T7 5T3 W 5T3 5T ` I.6 di�%� d 3010 = 13 12 11 10 3010 = 304 = 3x8 = 4x5 = 6x8 = 2x4 = 8 -9 -14 16 -10 -0 24 -10 -2 33 -8 -0 8 -9 -14 8 -0 -2 8 -0 -2 8 -9 -14 Plate Offsets (X Y): [2:0- 5- 2,0 -1 -8], [8:0- 5- 2,0 -1 -8], [10:0- 4- 0,0 -2 -4], [13:0 -1- 12,0 -0 -13] LOADIN(ipsf) SPACING 2 - - CSI DEFL in (Ioc) 1/deft PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.74 Vert(LL) -0.39 12 >999 M1120 197/144 TCDL 8.0 Lumber Increase 1.15 BC 0.88 Vert(TL) ' -0.63 10 -12 >636 BCLL 0.0 Rep Stress Incr WB 0.85 Horz(TL) 0.18 8 n/a BCDL 8.0 Code UBC /ANSI95 1st LC LL Min 1 /deft = 240 Weight: 170 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2 -9 -6 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SPF Stud /Std OTHERS 2 X 4 SPF Stud /Std REACTIO4b /size) 2 =1889/0 -5 -8, 8= 1889/0 -5 -8 Max Horz 2=- 16(Ioad case 4) Max Uplift2=- 191(Ioad case 3), 8=- 191(load case 4) FORCEIb) - First Load Case Only TOP CHORD 1 -2 =27, 2 -3= -4151, 3 -4= -3714, 4 -5= -2628, 5 -6= -2628, 6 -7= -3714, 7 -8= -4151, 8 -9 =27 BOT CHORD 2 -13 =3916, 12 -13 =3237, 11 -12 =3237, 10 -11 =3237, 8 -10 =3916 WEBS 3 -13= -484, 4 -13 =505, 4 -12= -917, 5 -12 =1203, 6 -12= -917, 6 -10 =505, 7 -10= -484 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind Toads generated by 80 mph winds at 25 ft above ground level, using 8.0 psf top chord dead load and 8.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind Toads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2 -0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads per Table No. 16 -B, UBC -94. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 Ib uplift at joint 2 and 191 Ib uplift at joint 8. 8) This truss has been designed with ANSI/TP1 1 -1995 criteria. LOAD CASE(S) Standard Project Number: 01_13 Project Name: Breckenridge Apartments Address: Occupancy: R1 Construction: V -lhr CITY OF REXBURG ENGINEERING 12 NORTH CENTER REXBURG, IDAHO 83440 (208)359 -3020 Plan analysis based on the 1997 Uniform Building Code Date: June 4, 2001 Contractor: Architect: Sunberg Engineer: Mountain River Report By: VAL CHRISTENSEN NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599 -5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. NFPA 13 sprinkler system throughout the building Sprinkler system used for allowable area increase -- Sec. 505.3 SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Public way 119.0 Feet 69.5 Feet EAST Building 120.0 Feet 99.0 Feet SOUTH Building 7.0 Feet 3.5 Feet WEST Property line 10.0 Feet 10.0 Feet Allowable area increased 50.% for open area on 2 sides. -- Sec. 505.1 Code review for: Project Id.: Breckenridge Apartments Address: FL Page # 2 NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 3 Apartment or Condo R1 ok 1128 47250 0.02 ok 3 Apartment or Condo R1 ok 1128 47250 0.02 ok 3 Apartment or Condo R1 ok 1128 47250 0.02 ok 3 Apartment or Condo R1 ok 1128 47250 0.02 ok TOTAL FOR FLOOR 4512 47250 0.1 ok 2 Apartment or Condo R1 ok 1128 47250 0.02 ok 2 Apartment or Condo R1 ok 1128 47250 0.02 ok 2 Apartment or Condo R1 ok 1128 47250 0.02 ok 2 Apartment or Condo Ri ok 1128 47250 0.02 ok TOTAL FOR FLOOR 4512 47250 0.1 ok 1 Apartment or Condo R1 ok 1128 47250 0.02 ok 1 Apartment or Condo R1 ok 1128 47250 0.02 ok 1 Apartment or Condo R1 ok 1128 47250 0.02 ok 1 Apartment or Condo Ri ok 1128 47250 0.02 ok TOTAL FOR FLOOR 4512 47250 0.1 ok BUILDING TOTAL 13536 63000 0.21 ok -- Sec. 504 and Table 5 -B The allowed area for the major use was used for minor accessory areas. NOTE: Accessory area cannot exceed the allowed area in Table 5 -B. -- Sec. 504.3 exc. 1 The maximum allowed R1 area on the 2nd floor is 3000 sq.ft. unless the building is of 1 hour fire - resistance construction. -- Sec. 310.2.2 The actual height of this building is 30. feet. The maximum height of the building is 50. feet. -- Table 5 -B Code review for: Project Id.: Breckenridge Apartments Address: NORTH For Bearing Occupancy Wall R1 1 hour EAST For Bearing Occupancy Wall R1 1 hour SOUTH For Bearing Occupancy Wall R1 1 hour WEST For Bearing Occupancy Wall Ri 1 hour Page # 3 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 -A Non - Bearing Opening Construction Parapet Wall Protection Material Required 1 hour None Any No Non - Bearing Opening Construction Parapet Wall Protection Material Required 1 hour None Any No Non - Bearing Opening Construction Parapet Wall Protection Material Required 1 hour Not Allowed Any Yes Non - Bearing Opening Construction Parapet Wall Protection Material Required 1 hour None Any No None -- No fire protection requirements for openings. 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5 -A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. Code review for: Project Id.: Breckenridge Apartments Address: Page # 4 OTHER BUILDING ELEMENTS Table 6 -A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 1 hr Interior nonbrg wall Any 1 hr See Footnote #7 Structural Frame Any 1 hr Exterior Struct Frame Any 1 hr See footnote #1 Shaft Enclosure Any 1 hr Floor /Ceiling Assembly Any 1 hr See Footnote #11 Roof /Ceiling Assembly Any 1 hr See Footnote #8 Stairs Any None NOTE: See Section 711 for shaft enclosure exceptions. FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6 -A, footnote 1 7) Nonload- bearing walls within a dwelling unit that are not part of a corridor may be of: a) Noncombustible (nonrated) materials b) Fire retardant - treated wood c) Combustible framing with noncombustible covering in Type III and V construction -- Sec. 601.5.2.2 8) If the entire roof structure is 25 feet or more above any floor, the fire rating may be allowed to be eliminated. See limitations and requirements. -- Sec. 606.5 Code review for: Project Id.: Breckenridge Apartments Address: Page # 5 PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES -- Sec. 709.6 Through penetrations: 1) Penetrations shall be installed as tested in the rated assembly. -- Sec. 709.6.2 2) Penetrations shall be protected by an approved penetration firestop system and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 709.6.3 Exception: When penetrating items are steel, ferrous or copper pipes or steel conduits and the wall is concrete or masonry, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. -- Sec. 709.6.1 Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 709.7 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire- resistive integrity of wall is maintained. -- Sec. 709.7 Code review for: Project Id.: Breckenridge Apartments Address: Page # 6 FLOOR /CEILING AND ROOF /CEILING ASSEMBLIES -- Sec. 710.2 Through pentrations: Through penetrations of fire - resistive horizontal assemblies shall be enclosed in fire - resistive shaft enclosures. -- Sec. 710.2.1 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire - assemblies. The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system. -- Sec. 710.2.3 Exception: Floor penetrations contained and located within the cavity of a wall do not require a T rating. Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 710.3 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire - assemblies. 3. Sprinklers with metal escutcheon plates. Fire - resistive roofs may have unprotected openings. -- Sec. 710.4 Code review for: Project Id.: Breckenridge Apartments Address: Page # 7 SMOKE and FIRE DAMPERS -- Sec. 713.10 and 713.11 Dampers shall be accessible for inspection and servicing: 1. Penetrations through area separation walls. Penetrations through occupancy separations. 2. Penetrations of the fire - resistive construction of horizontal exit walls or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire - resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0.019 -inch thickness (26 gage) and have no openings serving the corridor. 3. Penetrations of shaft enclosures. Exceptions: 1. Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward. 2. Penetrations of a fire - resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 3. Smoke dampers are not required when shaft is exhaust only, and is used for continuously operating fans. 4. Penetrations of the ceiling of fire - resistive floor- ceiling or roof - ceiling assemblies. Exception: Smoke dampers are not required. 5. Penetrations of an atrium enclosure element. Exception: Smoke dampers are not required. 6. Penetrations of exterior walls where protection of openings is required. Exception: Smoke dampers are not required. 7. Penetrations of areas of refuge. Exception: Ventilation system designed to supply outside air during an emergency. 8. Smoke dampers are required in smoke barriers and elevator lobbies. Code review for: Project Id.: Breckenridge Apartments Address: Page # 8 DRAFT STOPS: If there is combustible construction in the floor /ceiling assembly, draft stops shall be installed in line with walls separating individual dwelling units and guest rooms from each other and from other areas. -- Sec. 708.3.1.1.2 If there is combustible construction in the roof /ceiling assembly, draft stops shall be installed in line with walls separating individual dwelling units and guest rooms from each other and from other areas. -- Sec. 708.3.1.2.1 When sprinklers are installed in the attic, the area may be 9,000 sq.ft. and the greatest horizontal dimension may be 100 feet. EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 3 Apartment or Condo 6 1 1.2 No N/A N/R 3 Apartment or Condo 6 1 1.2 No N/A N/R 3 Apartment or Condo 6 1 1.2 No N/A N/R 3 Apartment or Condo 6 1 1.2 No N/A N/R TOTAL 24 2 7.2 No N/A N/R 2 Apartment or Condo 6 1 1.2 No N/A N/R 2 Apartment or Condo 6 1 1.2 No N/A N/R 2 Apartment or Condo 6 1 1.2 No N/A N/R 2 Apartment or Condo 6 1 1.2 No N/A N/R TOTAL 24 2 7.2 No N/A N/R 1 Apartment or Condo 6 1 1.2 No N/A N/R 1 Apartment or Condo 6 1 1.2 No N/A N/R 1 Apartment or Condo 6 1 1.2 No N/A N/R 1 Apartment or Condo 6 1 1.2 No N/A N/R TOTAL 24 2 4.8 No N/A N/R In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1004.2.6 Code review for: Project Id.: Breckenridge Apartments Address: Exit signs are required from all areas where 2 or exits are required. -- Sec. 1003.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10 -A. Number of exits is based on Table 10 -A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10 -B Exit width is to be divided approximately equally among exits. -- Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. -- Table 10 -B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: Page # 9 FLUSH AND SURFACE BOLTS: Manually operated edge- or surface - mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface- mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 Code review for: Project Id.: Breckenridge Apartments Address: Page # 10 STAIR NOTES: Public stairways: 1) The rise of steps shall not be less than 4 inches or greater than 7 inches. The minimum run is 11 inches. The maximum variation is 3/8 inch in a flight of stairs. -- Sec. 1003.3.3.3 2) The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 49. -- Sec. 1003.3.3.2 Also see exit table above to see if minimum width is greater than 44 inches. 3) Provide a handrail on both sides of stairway 34 to 38 inches above the nosing. May be on one side of stairways less than 44 inches wide. -- Sec. 1003.3.3.6, Exception 1 4) Provide a guard rail where drop off is greater than 30 inches. -- Sec. 509.1 5) The minimum height is 42 inches. -- Sec. 509.2 6) Open guardrails shall have intermediate rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass through. -- Sec. 509.3 The triangular opening formed at the riser, tread and guardrail may be 6 inches. -- 509.3, Exception 2 7) The minimum headroom is 6 ft.- 8 inches. Such clearance shall be measured vertically from a plane parallel and tangent to the stairway tread nosing to the soffit above at all points. -- Sec. 1003.3.3.4 8) Enclosed usable space under the stairs is required to be protected as required for 1 hr. fire - resistive construction. -- Sec. 1003.3.3.9 Stairways are required to be in exit enclosures. -- Sec. 1005.3.3.1 1) The walls of the enclosure are required to be 1 hr fire assemblies. -- Sec. 1005.3.3.2 2) The openings into the exit enclosure are required to be 1 hour assemblies. Note: Openings into enclosure are limited to those necessary for egress normally occupied spaces. Doors shall be maintained self - closing or shall be automatic closing by actuation of a smoke detector. -- Sec. 1005.3.3.5 3) A connection to the exterior is required with the same fire protection as the exit enclosure. -- Sec. 1005.3.3.3 4) The space under the stairs (enclosed or not) may not be used for any purpose. -- Sec. 1005.3.3.6 Code review for: Project Id.: Breckenridge Apartments Address: Page # 11 LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 250 feet. -- Sec. 1004.2.5.2.3 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 BUILDING ACCESSIBILITY: When there is more than 20 dwelling units, at least 2 percent, but not less than one unit shall be accessible. -- Sec. 1103.1.9.3 See Exceptions in code Code review for: Project Id.: Breckenridge Apartments Address: Page # 12 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO /ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story -level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one - hour fire- resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two -way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. -- Sec. 1104.2.7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2, Exception 2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 15 -A 2) See section 1504 and ICBO research reports for requirements. AUTOMATIC SPRINKLER SYSTEMS: If there are 100 or more sprinklers, all valves controlling the water supply and water -flow switches shall be electrically monitored. Valve monitoring and water -flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station. -- Sec. 904.3.1 Code review for: Project Id.: Breckenridge Apartments Address: Page # 13 STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9 -A FOOTNOTES: FIRE ALARM SYSTEM: An approved manual and automatic fire alarm system is required in this building. -- Sec. 310.10 A separate fire alarm system need not be provided in buildings that have a supervised sprinkler system having a local alarm to notify all occupants. -- Sec. 310.10 exc. 2 The alarm system is to be as set forth in the Fire Code. LIGHT AND VENTILATION 1) All habitable rooms require exterior glazed openings equal to 1/10 or more of the floor area. (min 10 sq.ft.) -- Sec. 1203.2 Exception: Kitchens may be provided with artificial light. 2) All habitable rooms require an operable exterior openings equal to 1/20 or more of the floor area. (min 5 sq.ft.) -- Sec. 1203.3 The minimum area in bath rooms is 1 1/2 sq.ft. Exc: Laundry Rooms In lieu of required exterior openings for ventilation, a mechanical ventilation system may be provided. Such system shall be capable of providing two air changes per hour. 3) In bathrooms containing a bathtub or shower and laundry rooms, the ventilation system shall be connected directly to the outside and be capable of providing five air changes per hour. The point of discharge shall be at least 3 feet from any openings which allows air entry into the building. Rooms which only contain a water closet and /or lavatory may be vented using a mechanical recirculating fan designed to remove odors from the air. -- Sec. 1203.3 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8 -B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8 -2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. -- Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. -- Sec. 807.1.2 Code review for: Project Id.: Breckenridge Apartments Address: Page # 14 INSULATION NOTES: 1) All insulation material including facings are required to have a flame - spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 707.3 exc.2 2) Foam plastic insulations are required to be protected. -- Sec. 2602 ADDITIONAL REQUIREMENTS: For R1 occupancy 1) Provide a window or door to the exterior from every room used for sleeping. -- Sec. 310.4. The window must provide a clear open area of 5.7 sq.ft., a clear height of 24 inches(minimum), and a clear width of 20 inches(minimum). -- Sec. 310.4 2) All habitable rooms require exterior glazed openings equal to 1 /10 or more of the floor area. (min 10 sq.ft.) -- Sec. 1203.2 3) All habitable rooms require an operable exterior openings equal to 1/20 or more of the floor area. (min 5 sq.ft.) -- Sec. 1203.3 4) Apartments - Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms. -- Sec. 310.9.1.4 5) Hotel /Motel - Provide a smoke detector in the main room or each sleeping room. -- Sec. 310.9.1.5 6) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens, halls, and baths may have a ceiling height of 7 feet. -- Sec. 310.6.1 Code review for: Project Id.: Breckenridge Apartments Address: Page # 15 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO /ANSI A117.1 - 1992 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. - - Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. - - Sec. 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4.15.4.1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4.18.3.2 & Fig. B4.18.3.1 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet. -- Sec. 4.24.2.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 a) Side grab bar is required to start within 12 inches of the back wall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 4.17.4.1 & Code review for: Project Id.: Breckenridge Apartments Address: Page # 16 Figs. B4.17.3 and B4.18.3.1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4.17.4.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4.17.3 & Fig. B4.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2.1 & Fig. B4.20.3.1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4.20.3.2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4.16.6 & Fig. B4.20.3.1 Code review for: Project Id.: Breckenridge Apartments Address: Page # 18 ATTIC REQUIREMENTS: 1) Provide an access to all attic areas with a clear height of 30 inches or more. The minimum size is 22 inches by 30 inches. There must be 30 inches or more clear height above the access. -- Sec. 1505.1 2) Provide ventilation in all attic areas. The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 50% of the required ventilating area is provided by ventilators located in the upper portion of the attic. The upper ventilators must be at least 3 feet above the eave or cornice vents. -- Sec. 1505.3, Exception 1 The vent area may be 1/300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation. -- Sec. 1505.3, Exception 2 3) Where eave or cornice vents are installed, insulation shall not block the fee flow of air. A minimum of 1 inch of air space shall be provided between the insulation and roof sheathing. -- Sec. 1505.3 07/02/01 11:42:10 1nfnPress —> 200 529 9299 InfoPress National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041 -3401 Phone: 703/931 -2187 Fax: 703 /931 -6505 website: mew, natevaLorg NATIONAL EVALUATION REPORT Uopyngnt U2000, National Evaluation Sarvrce, inc. SIDING AND SOFFIT BOARDS, LINING BOARD AND UNDERLAYMENT, AND SUBFLOOR PANELS JAMES HARDIE BUILDING PRODUCTS, INC. 26300 LA ALAMEDA, SUITE 250 MISSION VIEJO, CALIFORNIA 92691 www.jameehardie.CQm 1.0 SUBJECT 1.1 SIDING AND SOFFIT BOARDS 1.1.1 Haidiplanki_n 1.1.2 Hardiflex 1.1.3 1-lardipanel5 1.1.4 Har 1.1.5 ffartdisoffite 1.1.6 Hatdien Shinglesidej cladding 1.1.7 Shingleside® Her nose' panel 1.1.0 I lardipanel3 Shiplep 1.2 LINING BOARD AND UNDCRLAYMCNT 1.2.1 Titan (tapered -edge) panel 1.7.7 Harrfiheckerg (Fay tare edrga) underleyrPnt 1.2.3 Hardibacker0 (MulttlaVV) 1.2.4 TitanTM-FR panel 1.2.5 HaiJdibecker 500W (square, edge) 1.3 SUBFLtJOR PANELS 1.3.1 Compressed Sheer" 2.0 PROPERTIES FOR WHICH EVALUATION Is SODUHr 2.1 Exterior Wall Covering 2.2 Structurail Performance 2.3 Noncombustible Construction 2.4 Fireresistive Construction 2.5 Thermal Resistance Page 002 INTERNATIONAL CODE COUNCIL .- Report No. NER -405 Reissued December 1, 2000 3.0 DESCRIPTION 3.1 GENERAL The exterior Siding and soffit boards. Interior lining and underlayment, and subfloor panels are single - faced. cellulose fiber- reinforced cement (fiber - cement) building boards. The TitanTM - FR panel is a composite panel com- posed of a 1/8 inch (3.2 mm) thick fiber - cement skin Iaml- nated to 1/2 inch (12.7 mm) thick proprietary Type X gypsum board. All fiber - cement planks and panels are produced from the same Components and differ in surface treatments and board configurations, Exterior siding and soffit boards are identified as Hardiplank'S (Hardlhome SentryTM, Colonial Smooth®, Colonial Roughsawnii, and Shinglesidw?) HentagerM), flardiflexTM, Hardipaitel@, Hardilrax® beet- board, Hardisoffit® boards, Shinglesido' HentagerN panel and Hardie® Shinglesldee cladding. Interior lining boards and underlaynients are Identified as Titan Tv (tapered edge), Herrlibacker0 (square edge), Hardibacker4 (Multilay)), and Titan TM -FR panel. Buhfnnr panels are identified as Com- pressed Shoot. The planks, panels, and shingles are manufactured by the Hotaahelt prococc and cured by high pressure steam autoclaving. All products are out to shape on -slto by the score- and -snap insrll Rai ua;, iy d tuul available from the manufacturer, a hand guillotine or a handsaw utilizing a carbide blade. The fiber- t:einetit piutiuuts reve a Haire- spread index of 0 and a smoke developed index of 5 when tested in accor- dance with ASTM E84_ Tile products are classified as noncombustible when tested in accordance with ASTM E136. The siding and soffit products comply with ASTM C11ns, ,Stwndaml Specification for Grade 11, Type A. Non - Asbestos Fiber - Cement Flat Sheeie. The subfloor panels comply with ASTM 01186, Standard Specification for Grade iV, Type A, Non - Asbestos Fiber- Cement Flat Sheets, TI re interior lining products, I Ierdibacker and Titan, comply with ASTM 01256, Standard Specification for Grade I/ Urscrete Non - Asbestos Fiber- Cement interior Substrate Sheets. The interior lining product Hardibacker 5000 complies with ASTM C1288, Standard Specification for Grade 1 Discrete Non - Asbestos Fiber - Cement Interior Substrate Sheets. All interior lining boards comply with ANSI A118,9 as cementitous backer units. When tw-zlerl ire accordance with ASTM C177, "K and "R' values for the products are as shown in Table 4 of this report. Whon tested in accordance with ASTM E96, products with a thickness of 114 inch (6.4 inn') or gr eutui I rave den lei R ti tiled the permeance values given in Table 5 of this report. nix report is limited lathe specifier. produrl and data and test re7,ons sunniured ty rite (*elican in /M application requesting This nporr. No iru/rperutent irsis were feTfirnred by the National Evaluation Service, Inrr. {IVES), and h'GS specifically doer nal make any warranty, either expressed or implied, ns to any finding or wirer mateter nt this report or as to tiny product covered by rids report 'rats dlhrtainter irtc•tutlra, Gut is ,Ern liniirtd to, nrerchnntnbilily, 7hi rejmri is also stebjr'ct to Ms limitation lived herein. Page 1 of 32 97/92/91 11:42:51 Page 2 of 32 3,1.1 James Hardie Hard iplan k =+ Sentry" Colonial Smooth® Colonial Woodgraln® Hard isoffit® ShingI side 1 IvritegeT" Hard ibacker€ Titan T" Hard irackd±) I nf oPress Trade Names Hardihomer" Hardipanel® Hordiflcx Harditex® Hardie® James Hardie® Titan" rR Multilae0 Max "C " Herdibacker 500C, 31 SIDING AND SOFFIT BOARDS Hardiplank ®, HardifIexTM, Hardipanei9, Harditex1 base- board, Shinelesiri Heritage'" panels, Hardier) Shingle - side cladding and Hardisoffitte boards are used as siding on exterior walls and soffits, The exterior siding and soffit products are supplied sealed with an acrylic sealer for subsequent application cf a dempatible primer and exterior - grade topeoal(s). Nominal dimensions are noted in Table 1 of this report, maximum basic wind speeds in Table 28, 2b, 6, 7, 8, and 0 of this report, and maximum shear values in Table 3 of this report. 3.2.1 Ha;diplankie (Hardlho,meTM, 3entryr", Colonial Smooth®, Colonial Roughsawne and Shingle - sid ) Lap Siding 3.2.1.1 General: Lap siding is available in various finish textures, The siding is applied horizontally commencing from the bottOm course of a wall with minimum 1 1/4 inch (32 mm) wide laps at the top edge. Vertical joints bull over studs except where the 'off -stud splice device" is utilized as described in Section 32.1.2 of this report, or where the planks are Installed over sulid panel sheathing. When installed on wood- framing members, the siding shall be fastened either through the overlapping planks (face nailed) or through the top edge of single planks (blind mailed) with corrosion- resistant nails into eachwoed- framing member, The lap conceals the fasteners in the previous course when blind nailed. When attached to metal framing members, the siding is tautened either through the overlap- ping planks with 1 sra inch (41 mm) long No. 8-18 by 0.323 inch (8.2 mm) HD Hi-Lo® or S -12TM, self - drilling, corrusion- resistant, ribbed buglehead screws or with 0,100 in, (2.54 mm) shank by 0.2fi in. (6.4 rem) HD by 1 1/2 in. (38 mm) long ET & F brand pin fasteners at each metal framing member, or through the top edge of single planks with minimum 1 1/4 inch (32 mm) long No. 8 -18 by 0.375 inch (9.5 mm) I ID I li -Le® or 8l2TM self - drilling. corroaion- resistant, ribbed Phillips waferhead screws or with 0.100 in. (2.54 mm) shank by 0.25 in. (6.4 rnrrl) HD by 1 1/2 in. (38 mm) long ET & F Panelfast brand fasteners at each metal framing member. Planks may also be fastened to a wall constructed of concrete masonary units complying with ASTM C90 with U.14 in. (3.b mm) shank by 0.300 in. (7.6 min) HD by 1;1/4 in. (32 mm) long ET & F brand Stud Nails. The lap conceals the fasteners in the previous course. 3.2.1.2 Off -Stud Splice Device: Vertical joints of the planks shall bust over framing members or between the Framing members whin an "off -stud splice device' is placed an each plank end The optics davicps hottnm hp is placed over the adjacent solid course of planks. The plank is then fastened to the framing, The abutting plank is positioned and fa- tened into place ensuring that the lower edges of the two 298 529 9299 InfoPress Page 993 3.2.4 Fiarditoxvt; Baseboard Report No. NER -40:' planks align. The metal device is located centrally over the )nlnt. RestrictInns nn the "off -stud splice device" locations are as Follows: • Splices shall be located a minimum of two stud cavities from wall corners. • Successive splices within the came plonk course shall be located no closer Than 48 inches (1219 mm) from one another. • Splices shall be staggered at minimum 24 inch (61 n mm) intervals when located in the same wall cavity. • Splices shall be at least one stud cavity away from door or window openings. Wherea specified level of wind resistance is required, plank lap siding shall be attached to solid panel sheathing or framing members, appropriately spaced, with fastener types, lengths, and spacing described in Tables 2b and 9 of this report. 3.2.2 HardIIlexTM Siding (Hardipanel® Smooth) Hardifiex "" siding Is used as an exterior wall cladding_ The siding has a smuultr ur raer etexl uur feem. Dimensions are as noted in Table 1 of this report. Fasteners are installed with 8 minimum 3/8 inch (tee mm) edge distance and a minimum 2 inch (51 rem) clearance from corners. Joints are fastened at abutting sheet edges and optionally protected by polyvi- nyl chloride (PVC) joint treatment, lumber battens or sealant Where a specified level of wind resistance or shear resis- tance is required, the IIardifIexTM panel is attached to framing members, appropriately spaced, wish fastener types, lengths. and spacing described in Table 2a and Table 3 of this report. 3.2.3 Hardlpanel® Siding Hardipanelie siding is available In various surface textures including smooth. ❑imensions are noted in Table 1 of this report. Fasteners are installed with a minimum 3/5 inch (9.5 mm) edge distance and a minimum 2 inch (51 mm) clear- ance from corners. Joints are fastened at abutting sheet edges end nptinnelly rnvered by polyvinyl chloride (PVC) joint treatment, lumber battens or sealant. Where a specified Tavel of wind resistance or shear resis- tance is reguirrvt, thr. Hardipanale) siding is attached 10 framing members, appropriately spaced. with fastener types. lengths, and spacing described in Table 2e and 3 of this report. Harditex® baseboard is for exterior applications to walls and soffits. Dimensions are nnts,ri in Tflh1t 1 of this report_ Harditex® basebnard has a smooth finish and is available with either tapered edges on the two long sides for joint treatment or all square edges, Harditex® baseboard is supplied either sealed or unsealed for the subacqucnt application of a primer or sealer by the end user as a component in an exterior coating or finish system, Juinls shall be sealed with e sealant specified by the coaling manufacturer. Other installation details are in accordance with Section 3.2.2 of this report. Harditex® baseboard has been evaluated for water resistive qua lities but its use as an allnrnstivc to a weather- resistive barrier is outside the scope of this report. see Sentinn 7.4 of this report. Where a specified level of wind resistance or shear resis- tance is required. the Harditex® baseboard is attached to framing members, appropriately spaced, with fastener types, lengths, enrl spacing described in Table 2a or 3 of this report. 87/02/61 11:43:48 InfoPress —> 288 529 9299 InfoPress Page 884 Report No. NER -405 3.2.5 Hardisofftt® aoard Hardisoffle board is for use as exterior vented or unvented soffits. Hardiaoffltl board Is available with either a w0od- grain texture or a smooth unsanded surface. Vented Hardisoffit® provides 5 square Inches a[ net free ventilation per lineal foot of soffit. Dimensions are noted in Table 1 of this report AI HerdlsofftS board edges are supported by framing with fasteners inSlalleyd with a minimum 3/8 inch (9.5 mm) edge distance and minirrltun 2 Inch (51 mm) clearance from comers.: Hardisofftt® bolirde are attlehed to framing members with fastener types, lengths, and spacings described in Table 2a and 3 of this report." 3.2.6 Hardie® Shinglestdo® Cladding Hardie 0 Shingleside0 cladding shall be installed oversold wall sheathing which complies with the applicable code. Pimenaione are ea noted in Table 1 of thin report. The wall sheathing shall be protected by a weather- resistive,barrier which compiles with the applicable. coda, When Ilardie0 Shingleaide' cladding it' installed Over minimum iara2 inch (11.9 mm) thick plywood complying with the appllcablecode, with two corrosion resistant roofing nails (0.121 Inch (3:1 mm) shank diameter by 0.371 Inch (9.4 mm) head diameter by 1114 inch' (32 mm) long] spaced a maximum cif 1 inch (25.4 mini) from ,ego edge and the nails positioned to be covered 1 Inch (25:4'mm) nominally by the srerrreredin0 mutate the m3eximum allhwa,hfr wind loads, building heights, and exposure categories for the syetemc Metalled with 8, 7, and 8 inch..(203, ,178 aria 1,52 mm) weatherexposures, shah be 61s:Irld�GAied in Table 6A 0B, and fie of this report. Nalls shallSedUtba1ding but sha not be overdriven, When Hardie@ Shinglesidee cladding is installed over nrinirnuni 77 rb ini,ii (11.1 rem) tl'uuk Oiiereed Strand Beard (OSB), complying with the applicable code, with two corrosion resistant siding nails [0.091 inch (2.3 mm) shank diameter by 0.221 inch (5.5 mm) head diameter by 1 1/2incrt (38 mm) long] spaced a maximum of 1 inch (25.4 MM) from each edge and the nails positioned to be covered 1 inch (25.4 rnm) nominally by the succeeding course, the maximum allowable wind loads, building heights, and exposure categories tar the systems installed with 8, 7, and 6 inch (203, 178, and 152 mm) weather expoauroa, *hell be as indicated in Table 7A, 7B, and 7C of this report_ Nails shall suture titling but shall trot be uvetthiverr, When I lardie® Shingleaide® cladding is installed over minimum 7rlainch (11.1 mm) thick Oriented Strand Board (OSB), complying with the applicable code, with three corrosion resistant siding nails [0.091 inch (2.3 mm) shank diametier by 0.221 inch (5.5 mm) head diameter by 1 1 /2 inch (38 rttm) long) for 12 inch 1305 mm)wide shingles and two corrosion resistant siding nails for 6 end 8 inch (152 mm end 903 mm) wide shingles. the maximum allowable wind loads, building heights, and exposure oatogorioc for the systems installed with 8, 7, and S inch (203, 178, and 152 mm) weather exposures, shall be as indicated in Table OA, 00, and 00 of this report, One siding nail shall be spaced a maximum of 1 inch (25.4 mm) from each edge on the panel, witn the third siding nail Installed midspan of the 12 inch (305 mm) wide shingles. All nails shall be covered 1 inch (25.4 mm) nominally by the suc- ceeding enure. Nails shall secure siding but shall not be overdriven. 32.7 ShingIesidet t Heritage' Panels Shingleside0 HeritageTM penels ieave i wtrcxigiairi texture and are available in three configurations: half - rounder, staggered- odge(O, and square -edge(_ Dimensions are as Page 3 of 3: noted In Table 1 of this report The siding is applied horizon- tally to braced wall framing complying with the applicable code commencing from the bottom course of a wall, Install Shinglesidee HeritageTM panels with Joints In moderate nnntnrt Di in to the nvarlepping of the panels, joint sealant is not required. Fasteners are a minimum 0.083 inch (2.1 rnm) shank by 0.187 inch (4.7 mm) HD by 1 ire inch (33 mm) long corrosion - resistant siding nail. For eppication to open braced framing, vertical joints butt over studs. Where a specified level of wind resistance Is required, Heritage panel sidings arc attached to framing members appropriately spaced or to solid wall sheathing, with fastener types, lengths, and spacing described in Table 2 of this report. Secure a 1/4 inch (6.4 mm) thick lath strip and a minimum 9 its inch (235 mm) wide Hardlplank0 starter course. Trite the first panel so the ei rd aligns with fro fur U rest stud. Aliuw trimmed panel 1/8 inch (3.2 mm) from the trim board for caulk and secure above, Keyways [approximately 8 inches (203 mm) Clearance from buft'sdge of penal) tan 16 Inch (406 mm) or 24 inch (310 mm) centers [13314 inch (349 m mm) centers aximum for application only to minimum ii16 inch (11.1 mrri) thick APA rated Oriented Strand Board sheathing], Work across the wall allowing 118 inch (3.2 mm) gap from trim. Start the second course, and every following even number coarse (i.e. fourth. sixth) by moving the equivalent of one full stud, cavity from the straight edge end (the left side). Ssve this piece for the other and of the wall. Secure the beginning p ' leaving ve inch (32 rnm) clearance from tlipitrlm b oa „ or. tauiking. Position nails to penetrate through the previous course and into the framing members or Oriented Strand board. When a c ouroc io broken by a window or doorway, continue the application as if the wall was complete. Trimming for the uhee n any .an using the resulting piece may throw off the spacing above the break. 3.2.8 Hardipanel0 Shiplap Panel Siding Hardipanekb Shiplap panel siding is used as an exterior wall cladding. The siding is available In various surface textures including smooth. Dimensions are noted in Table 1 of this report. Fasteners are installed with a minimum s/8 inch (9.5 mm) edge distance and a minimum 2 inch (51 mm) clear. arlce from corners. Where a specified level of wind resistance or cheer re6ie- tance is required, the Shiplap panel siding is attached to framing rnt:urbi:Hs, appropriately spaced, with fastener types, lengths, and spacing described in Table 2a and 3 of this report. 3.3 LINING HOARD AND UNDERLAYMENT Titan TM (tapered edge) pellet Hardibacker0 (square edge), Hardibacker 5000 (square edge), and Hardibackeru5 (Multirayca) underlayments are used es wet or dry aroo lining /underlayment substrates applied to the interior of buitdtngs, Titan le -FR (tapered - edge) paler! is 1,11 ily intended for dry interior wall and ceiling applications. 3.3.1 Titan rM (Tapered Edge) Panel Titan r. (tapered -edge) panel is only intended for interior walls and ceilings including shower and bath 1.1ren9 Srrh.4e9- quent finishing using paint, wallpaper or tile is required as indicated in Soetiane 3.3.1.1 and 3.3.1.2 of this report. The panel has a smooth finish with tapered edges on the two lung dimensions forjeint treatment. Dirrensiona arc noted in Table 1 cif this report. Maximum shear values are noted in Table 3 of this report. 07/02/91 11:44:50 InfoPress -> 200 529 9299 InfoPress Page 605 Page 4 of 32 3.3.1.1 Paint or Wallpaper Finish: Titan TM (tapered-edge) panel Is Installed with the Tong dimension either vertical or horizontal to nominal 2 x 4 wood framing members or minimum No 20 gage (0.0329 inch) steel framing mem- bers, spaced a maximum of 24 inches (610 mm) on center with end joints staggered from' adjacent courses in both vertical and horiznntal applications. To fasten to wood framing members, minimum 1 ua inch (35 mm) long gypsum board nails or minimum 1 inch (25.4 mm) long No. 8 -18 by 0.323 inch (8.2 mm) HD Hi,Lo® S ,aelf- drilling, currosion- roaiatent, ribbed buglohead'3crpwa pro uaod and opined e maximum of 8 inches (203 mm) on center at all supports. Tu r:arlan t4r nielal framing inerntirlrs, 'fir irtrurn 1 in411 (25.4 mm) long No: 8-18 by 0.323 inch (8,2 mm) HD Hi -Lo® S® or S -12 self - drilling, corrosion - resistant, ribbed bugle - head screws are used and spaced a maximum of 6 inches (152 mm) on center at all supports. Fasteners shall be located at least 3/8 inch (9.5 mm) from board edges, and 2 inches (51 mm). minimum, from lining board oorners. Panels are placed with a minimum 114 inch (6.4 mm) clearance from the floor surface_ Metal or PVC comer angles are attached with the above described nails or screws placed approximately 12 inches (305 mm) on terrier. A flush -joint procedure is permitted on Titan TM (tapered - edge) panels. Gypsum board joint compounds, complying with ASTM C474 end 0475, shall be troweled into the joints. Paper joint tape. is embedded into the wet joint 4 find allowed to dry thoroughly. A second coat of joint compound, approximately 6 Inches (203 rnrn) wide, is then applied amass the joint and allowed to dry. A Miro coat of topping compound, 10 inches (254 mm) wide, Is applied across the joint. Topping compound shall also be applied over all fastener heads in intermediate locations. Internal corners are finished by filling with joint compound, working the joint tape into the joint, and applying a second coal of joint Compound. A third coat of topping compoun'd is applied over the area. External corners are treated by filling the joint with joint rnmpnend and allnwing it to thoroughly dry.. Corrosion- resistant metal or PVC corner angles are then fastened to the corner, followed by a second coat of joint compound. When the eloond coat is completely dry, a third coat of topping compound is applied ovor the arca. Topping compound is also applied over all fastener heads in inter- mediate lur atiun 3.3.1.2 Tile Finish: I Ilan ,M (tapered -edge) panel is in- stalled with the long dimension either vertical or horizontal to nominal 21 c4 wood- framing members or minimum No. 20 gage (0.0329 inch, 0.84 mm) metal framing members spaced 24 inches (610 mm) on center, maximum, with And jnints staggered from adjacent courses in both vertical and horizontal applications. To comply with ANSi A108.11, framing members are spaced 18 inches (406 mm) on center, maximum. To fasten to wood framing members, minimum 1 1/4 inch (32 mm) long, corrosion resistant (galvanized or stainless steel) rooting nails, or 1 1/4 inch (32 rrun) luny Nu, 5 - by 0.370 Inch (9.0 mm)HD Iii - Lo40 ,`lice, self-drilling, dorrosion. resistant, ribbed Phillips waferhead screws are used and spaced a maximum of 6 Inches (152 mm) on center at all supports. To fasten to metal framing members, minimum 1 1/4 Inch ( :2 mm) long No. 8 - by 0,375 inch (95 mm) HD Hi -Lo® S® or S - self - drilling, corrosion- resstant, ribbed Phillips waferhead screws are used and spaced a maximum of t3 inches (152 mm) on center at all supparts. Fasteners are located at Least 3r5 inch (9.5 mm) from board edges, and 2 inches (51 mm). mini- mum, from board comers- Corner gaps are filled with a flexible, silicone sealant compatible with fiher- cement Panels are placed with a minimum 1 /4, inch (6.4 mm) Report No, NER -40fl clearance from the floor surface. This gap shall bs free of adrleslve and grout and filled with a flexible sealant. On large tiled areas, movement joints are provided In the walls in accordance with ANSI A108, Section AN -3.7. A flush eoInt procedure Is permitted on TltanT" (tapered - edge) panel. The same type of tile adhesive or mortar used to set the tiles shall be troweled into joints as a joint com- pound. Joints shall be reinforced with 2 Inch (51 mm) wide, high strength, coated, alkali- resistant, glass fiber reinforcing Joint tape embedded into the wet be adhesive and avowed to dry thoroughly_ Internal corners are finished by filling with tile adhesive, working the reinforcing joint tape into disjoint, and applying a second coat of Tile adhesive and allowing it to dry thor- ni rghly External corners are treated by filling the joint with tile adhesive and allowing it to dry thoroughly. Corrosion - resistant metal nr PVC corner angles are then fastened in place, followed by a second coat of tile adhesive. Tile adhesive is also applied ever all Fastener heads in interme- diate locations, Well tiles complying with ANSI A137,1 are attached to the board with flexible Type I, mastic adhesives onmplyino with ANSI A136,1, or acrylic or latex - modified thinset mortere complying with ANSI A118,4, in accordance with ANSI A1013. The same adhesives are permitted to fill and level the sheet joints. 3.3.2 Hardlbackord] (Square Edge) and Hardibacker 500® (Square Edge) HerdibackeI*8 (square -edge) underlayment is only intended for interior. walla and floors, including shower and bath areas (excluding the shower floor). Hardibaoker 5000 (squsie- telee) underlayment is only intended for interior walls, including shower and bath areas. Subsequent 'finishing with tile is required, Tile square -edge underlay - ment has a smooth - finished surface and square edges for closely butted joints. Dimensions are noted In 1 able 1 of this report. Maximum shear values are noted in Table 3 of this report. 3.3.2.1 Floors: When Hardibackerr$) (square -edge) under - layment is used on floors, the subfloor assembly shall consist of a minimum rva inch (15.9 mm) thick, Exterior Grade. Group 2 or 3 species plywood or equivalent thick- ness of subfloor and shall be designed such that the maximum deflection in 2 plane, inelutlingg live and dead loads. is U360 of the span, in accordance with the applica- ble code. Movement joints shall be provided where existing structural joints (building control joints) occur and where changes in direction occur such as in "L "- ehdpcd rooms. For large tiled areas, movement Joints are provided in accordance with ANSI A105, Secliun AN - 3.7. The subfloor is then covered with a minimum 3/32 inch (2.4 mm) thick latex, or acrylic- modified thinset settirtg materiel. fiardlbacker (square - edye) underlayment is then installed in a staggered brick pattern at right angles to the subfloor and fastened before the setting material films over, Ttiu urriJeriayrnent is fastened with 1 1/4 inch (32 mm) long, corrosion- resistant (galvanized or stainless steel) roofing nails or 1 Inch (25.4 rnrn) long Nu. 8 - 18 by 0.323 inch (0.2 min) HD Mil -Loci 5!, self - drilling, corrosion - resistant, ribbed buglehead screws. To rtteet the requirements of ANSI A108.11, minimum 1 t/4 inch (32 mm) long No. 8 - 18 by 0,375 inch (9.5 mm) HD Hi Lo®SL3t, sea druung corrusion- resistant ribbed Phillips waferhead screws are used. Fasteners shall be located a maximum of 8 inches (203 mm) on center around the perimeter and in the field. Fasteners shall be located a minimum of se inch (9.5 mm) 07/02/01 11:45:54 InfoPress—> ZHD 529 9299 InfoPress Page 006 Report No. NER-405 and a maximum of 314 inch (19.1 mm) from the underlay- ment edges, and 7 Inches (51 rnm) minimum, from underlayment: corners. For latex or acrylic modified thinset mortars, the joints shall be reinforced with 2 Inch (51 mm) wide, high - strength, coated, alkali - resistant, glass fiber reinforcing tape embedded Into the wet mortar and allowed to dry thoroughly. Floor tiles complying with ANSI A137.1 are attached to the board with flexible Type I mastic adhesives complying with ANSI A136.1. or acrylic or iletex- modified thinset mortars complying with ANSI A1164. in accordance with ANSI A108. The same adhesives are also used to fill and level the sheet joints. 3.3.2.2Walls; Hardibackorr(squaro- edgo)and Hardtbacker 5007 (square edge) underlayments are installed with the long dimension either vertical or horizontal to nominal 2 x 4 wood framing members or minimum No. 20 gage (0,0320 inch, 0.84 mm) metal framing members spaced a maximum of 24 inches (810 mm) on center with end joints staggered from adjacent courses in both vertical and horizontal applira- tiure. Tucurnply with ANSI A108 .11, (Iar IIii ryiii inlxrlsslroll be spaced a maximum of 16 inches (406 mm) on center. To fasten to wood framing members, minimum 1 114 inch (;i2 mm) long, corrosion- resistant (galvanized or stainless steel) roofing nails or 1 114 Inch (32 mm) long No. 8 -18 by 0.375 inch (9.5 mm) HD Hi-Lot St, self - drilling, corrosion- resis- tant, ribbed Phillips waferhead screws are used and spaced a maximum of 8 inches (152 mm) on center at al supports. To fasten to metal framing members, minimum 1 1/4 inch (32 mm) long No_ 8 -18 by 0.375 inch (9.5 mm) HO Hi -Loral Se orS -12TMt, self - drilling, corrosion - resistant ribbed Phillips wofoncead screw* ero mid end spaced a maximum of 8 inches (152 ram) on center at all supports, Fasteners are located at least era inch (9.5 mm) from board edges and 2 inches (51 mni), minimum, from board comers. Comer gaps are filled with a silicone sealant compatible with fiber - cement underlayment*. Underlayments ere placed with a minil11Un1 1(4 inch (6,4 mm) clearance from the floor surfaces and other horizontal tile. termination locations, such as above tub edges. This gap shall be free of adhesive and grout and filled with a flexible sealant. For large tiled areas. movementjolnts are provided in OCCOrdance with ANSI A106, Section AN -3.7. Wall tiles complying with ANSI Al37.1 are attached to the undariaymentwith flexible Type I mastic adhesives comply- ing with ANSI: A136.1, or acrylic or latex - modified thinset mortars complying with ANSI A118.4, in accordance with ANSI A108. The same adhesives are used to fill and revel the sheet joints. Joints shall be reinforced with 2 inch (51 mm)wide, high - strength, coated, alkali- resistant, glass fiber reinforcing tape embedded into the wot mastic or modified thinset mortar and allowed to dry thoroughly. 3.3.3 Hardibacker1(Multilayst) Hardibackert (Multilay®) underlayment is only intended for interior flnnrs including shnwrr and hells is (axr.Irrding the shower floor). Subsequent finishing with resilient floor coverings or tile is required. The underlayment face has a Smooth (sanded) surface, an opaque acrylic seal coat and square edges :for close butted joint& The face of the sheet is identified fqr resilient flooring. The reverse side of the unUurlayrnuul. Irua u smooth (unsunLJud) surfucu, is un- sealed and has square edges for close - butted joints. The reverse side 0f the sheet Is Identlned for tile. Dimensions are noted in Table 1 of this report. The underlayment shall be installed over a structurally sound oubfloar assembly dcrigned to limit the maximum deflection in a plane, including live and dead Toads, to 0360 of Lilt spiel, 111 acc0idenCe with the iJIJIJIILalt/Ier mates. When the underlayment is installed on existing fluor con - struction, nuui finishes and subflooring shall be repaired, Page 5 of 32 removed andfor replaced as necessary to male a smooth and level surtace. I he ability at the existing floor structure and subfloer to support the additional loads of the under- layment and new floor finish shall be substantiated. Alter- ations shall comply with applicable codes. The underlayment boards are laid in a staggered end joint pattern at right angles to the subfloonng..Jolnts are onset 1/8 Inch (3,2 mm) from walls and cabinet bases and cut edges turned to the outside, wherever possible, 3,3,3.1 Resilient Pluming. With the side marked ful resilient flooring face up, liardlbacker® (MultIlay®) under- layment is placed over the prepared subflooring and fastened to support framing with either 3d, corrosion - reslstant, ring -shank nails, or No. 18 gage. (0.0475 inch) corrosion resistant staples with a 1i4 inch (6.4 mm) crown, located a maximum of 3 inches (76 mm) on center around the hoard perimeter and 6 inches (152 mm) on center in the field_ Fasteners shall be located at least are inch (9.5 rnm) from the underlayment edges and 2 inches (51 mm), minimum, from underlayment corners. Fastener heads shall be flush with the eurfeee. Fasteners *hall be of sufficient length to penetrate at least 1 inch (25.4 mm) into sound autekaainy ur fl drn irig. To minimize the possibility of surface irregularities in the underlayment and fastener heads penetrating through the resilient flooring, the boards shall be installed flush and level. Height variations are treated by filling joints, gouges and low spots with a water - resistant, cementitious leveling compound recommended by the floor - covering manufac- turer. After the leveling compound nos dried, filled areas are sanded level to the surrounding sublloor. Prior to the application of the resilient flooring, the prepared surfaces shall be free of dust, grease and other foreign material. Finish floor coverings are installed in accordance with the flooring material manufacturer's published instructions, which shall include application procedures, compatible adhesives and recommended aceessoriea. 3.3.3.2 Tile: With the side marked for tile face up, follow the additional instructions described in Section 3.3.2.1 of this report. 3.3.4 Titan To - FR Panel Titan Tm -FR (tapered -edge) panel is only intended for dry interior wall and ceiling applications. The panel has a smooth finish with tapered edges on the two long dimen- sions for joint treatment. Dimensions are as noted in Table 1 nt this report 3.3.4.1 Paint or Wallpaper Finish; TitantM -FR tapered - edge panel is installed with the long dimension either vertical nr hnrianntal to nominal 2 x 4 wood framing members or minimum No 20 gage (0.0329 inch, 0.84 mm) steel framing members, spaced a maximum of 24 inches (610 mm) on center with end joints staggered from adjacent courses in both vertical and horizontal applications. To fasten to wood framing members, minimum 1 7/13 inch (4 /.6 mm) long yypaurn llGank nails or minimum 1 irz inch (30 mm) long, Type W, gypsum board screws are used and spaced a maximum of 6 Inches (203 mm) on center at all supports, To fasten to metal framing members, minimum 1 inch (25.4 mrn) long. I ype 5 or 5 - 12, seeif drilling gypsum board screws are used and spaced a maximum of 12 inches (305 mm) on center at all supports. Faster ers shall bra located et iraai 3!a inch (9.5 mm) from board edges, and 2 inches (51 mm), minimum, from board corners. wall panels are placed with a minimum 1/4 inch (5.4 mm) clearance from the floor surface. Metal or PVC corner angles are attached with the above described nails or screws planed a pproximately 12 inches (300 mm) on center. PRODUCT JOIST SPACING 16 inchea o.c. 24 Inches oar. Compressed Sheet!! (1/2 and 5/8 inch thick) 190 pst 105 psi Compressed Sheet II (3/4 inch thick) 300 psf 1d5 psf 87/02/01 11:46:59 InfoPress —> 208 529 9299 InfoPress Page 007 Page 6 of 32 A flush•jointprocedure is permitted on Titan "' -FR (tapered edge) panels.: Gypsum board joint compounds, complying with ASTM 0474 and C475, shall be troweled into the joints. Paper joint tope or equivalent is embedded Into the wet joint compound and allowed to dry thoroughly. A second coat of joint compound, approximately 8 inches (203 rem) wide, is then applied across the Joint and allowed to dry. A third coat of topping compound, 10 inches (254 ram) wide, is applied across the joint. Topping compound shall also be applied over all fastener heads in intermediate locations. Internal corners are finished by filling with joint compound, working the joint tape into the joint, and applying a second coat of Joint compound. A third coat of topping compound is applied over the area_ External comers are treated by filling the joint with joint compound end allowing it to dry thoroughly. Corrosion - resistant metal or PVC corner angles are then fastened to the corner, followed by a second coat of juirrt compound. When the second coat is completely dry, a third coat of topping compound Is applied over the area. Joint compound is also applied over all fastener heads in intermediate locations. 3.4 SUBFLR PANELS Compressed Sheet is used as subflooring over complying wood or metal floor joists spaced a maximum of 24 inches (S1n mm) no renter. The panels have smooth unsanded surface. Cutouts for plumbing and electrical shall be oversized. Fiooropening penetrations shall be protected in accordance with the eppilceible code, Dimensions are noted in Table 1 of lima report. • Panels are installed fiver two nr more Apans, with the long dimension perpendicular to supports- The sheets are fastened to wood earning membere by counterstriking minimum No. 10 by 0.350 inch (8.9 mm) HD wood screws spaced a msniimum of 12 inches (205 rem) on canter at all supports. The sheets are fastened to metal framing mem- bers by counterstriking minimum No. 9 -10 by 0 -350 inch (8.9 mm) H D 8 -12 TM , self - drilling, corrosion - resistant ribbed buglerlead screws spaced a maximum of 6 inches (152 mm) on center around the sheet perimeter and 12 irldres (305 rem) on center at irnmedratejoist locations. fasteners shall be of sufficient length to penetrate at least 1 inch (25.4 mm) into wood framing members or 1/4 inch (8.4 mm) into metal framing members. Holes are drilled in compressed sheet with a masonry bit. allowing a 0.04 inch (1.02 mm) clearance over diameter of screw to be used. Fasteners are located a minimum of 3/S inch (9.5 mm) and a maximum of 3/4 inch (19.1 mm) from sheet edges, and 2 inches (51 mm) minimum from sheet corners. Fastener heads are Flush with the surface. Edges shall be blocked or the panels shalt be covered with minimum 114 inch (6.4 mm) thick underlayment or 3'4 inch (10.1 mm) thick wood atrip finish flooring. As an alternative, sheets are field glued in conjunction with mechanical fastening with a structural adhesive (APA/HUD AFG 01) applied to joints. Framing members shall be free of surface moisture, dirt, cement and other foreign materials prior to nppliCatiun of the adhesive, Adhesives shall be applied in accordance with the adhesive manufacturer's instruetiurfa. the upplivaliun vale el lull be a I/4 inch (01 mm) diameter bead applied to each joist or blocking member, except two 1/4 inch (8.4 rruri) diameter beads are applied where sheets abut on a joist. Installation of the sheets shall be within the time limit designated ay the adhesive manufacturer. Where more than one sheet is used, an effective seal shall be provided bbtwc.en *hewn,. The bondod surfaccc shall be clean and art approved structural adhesive (APA/HUD AGF -01) shalt be used. Edges of the sheets to be joined shall be Thoroughly cleaned and the dust removed. A layer Report No. NER -405 of adhesive is "buttered" to the leading edge of the first installed sheet and the next sheet tail against It ensuring that an adequate film of adhesive is present. Forcing adhesive into the joint after the sheets have been tastened is not permitted. After the joint is filled, anyexcess adhesive shall be removed from the surface of the sheet. Use as a diapl a ayrn is outside the scope of this report. Allowable Inarts are HS klllnws: ALLOWABLE UNIFORM LOAD AT DEFLECTION LIMIT = Ulan For 81: 1 Inch = 25.4 mm, 1 psf = 47.88 Pa 1. L = length of span (inches) 3.5 FIRE - RESISTANCE RATED ASSEMBLIES 3.5.1 Assembly 1 The noneymmetrical notiluadtwar ills, 1 I four, fire - resistance rated wall assembly consists of minimum 3 s/e inch (92 mm) deep, No. 20 gage (0.0359 inch, 0.91 mm), steel "G studs at 24 inches (510 mm) on center with corresponding top and bottom tracks. One layer of e/e inch (15.9 mm) thick Type "X" gypsum board, 48 inches (1219 mm) wide, is applied vertically to the studs and secured with 11/4 inch (32 rim) tong, Type S. gypsum board screws, spaced 8 Inches (203 mrn) on center at board edges and 12 inches (305 mm) on center at intermediate frFemir'e(t memhere. The %IA inch (15.9 mm) thick gypsum board joints and screw heads require treatment consisting of joint compound followed by joint tape and a second layer of joint compound, The opposite face of the wall is covered with ono layer of 1/2 inch (12.7 mrn) thick Herdirack® Max "C" (Type "X ") gypsum board, followed by u lays of eilircr u4 inch (0.4 mm) thick Titan TO (tapered - edge), Hardibackert (square - edge), or Harditex® board. Boards are applied vertically to framing rnetrft/we with vertical edges staggered 24 inches (810 mm). The 112 Inch (12.7 mm) thick Hardireckei Max "C"." (Type "X ") gypsum board Is fastened to the framing members with 11/4 inch (32 mm) long, Type S, gypsum board Screws spaced 24 inches (610 mm) on center. TitanTM, Hardibacker® or Harditex® boards are fastened through the gypsum board to the framing memhers with minimum 1 5/5 inch (41 mm) long by minimum 0.323 Inch (8.2 rnm) HD Hi -Larle Sre or 8 -12Th' self - drilling, corrosion - resistant, rihbed hrrglehe?ad nr ribbed Phillips waferhead screws located a maximum of 8 inches (203 mrn) on canter. Board joints and fasteners require treatment similar to that described in Sections 3.3.1.1, :1.;1.1 3.3.2.2 and 3.2.4 of this report_ 3.5.2 Assembly 2 The nonsymmetrical nenload bearing, 1 hour, fire - resistant rated wall assembly consists of minimum 3 5/8 inch (92 mm) deep. No. 25 page (0.0209 inch, 0.53 mrn), steel "C" studs at 16 inches (406 mm) on center with corresponding bp arid bottom tracks. One layer of 5/S loch (15.9 mm) thick Type "X" gypsum board, 48 inches (1219 mm) wide, is ennlied vertically to the studs and secured with minimum 1 inch (254 mm) long, Type S, gypsum board screws. spaced 8 inches (203 min) nn center at board edges and 12 inches (305 mrn) on center at intermediate framing mem- bers. The 5is inch (15.9 mm) thick Type "X" gypsum board joints and screw heeds require treatment consisting of joint compound followed by joint tape and 3 eacond layer of joint compound. The stud cavities are insulated with rninirnunt 3 07 /82 /01 11:48:81 InfoPress -> 208 529 9299 InfoPress Page 008 Report No NER -405 inch (76 mm) thick, 3 pct (48 kg/m unfaced, friction - fit, mineral Aber Insulation complying with ASTM Cbee, type I. The opposite face of the wall is covered with one layer of 7/16 inch (11,1 mrn) thick Hardibackerr8 (square edge) or Titan TM (tapered edge) or Harditex® boards. The boards are applied vertically to framing members with vertical edges staggered 16 inches (406 mm). Hardibacker®. Titan"' or Harditex® boards are fastened through to the framing members with minimum 1 inch (25.4 mm) long No. 8 -18 by0.323 inch (8.2 mm) HD self -drilling, corrosion- resistant, Hi -toy S® ribbed bugtahead (or equivalent) =Pews located a maximum of 6 inches (152 tom) on center, Board joints and fasteners require treatment similar to that described in Sections 3.3.1.1.3.3.1.2 or 3.3.21 of this report, and using the glass fiber r aril rfui t:ir ly IpIJC. 3.5.3 Assembly 3 The nonsyrnmetricai limited loadbearing, 1 hour fire- resistant rated wall assembly consists cf nominal 2 x 4 wood studs at '16 inches (406 mm) on minter with two top plates and a single bottom plate. The lesser of 800 pounds per stud or 31 percent of fult toad is permitted to be superimposed, provided structural consideration for axial, flexural and bearing perpendicular to grain otrcooco arc resolved In accordance with Part 111 of the National Design Specification, 1897 edition, :publisher) by the American Forest & Paper Association. One layer of 5I8 inch (15.9 mm) thick Type "X" gypsum board, 48 inc (1219 pen) wide, is applied veal- catty to the studs and secured with minimum 1 7/e inch (22 mm) long cup -head gypsum board nails, spaced 7 inches (178 mm) on center al board edges and intermediate framing members. The sic Inch (15.9 mm) thick Type "X" gypsum board joints and nail heeds require treatment consisting of joint compound followed by joint tape and a second layer of joint compound. The stud cavities are insulatedwith minimum 3 inch (76 mm) thick, 3 pcf, unfaced. friction -fit, mi fiber insulation complying with ASTM 1'.665, Type 1. The opposite face of the wall is covered with one layer of 7/16 inch (11.1 mei) thick Titsn (tapered -edge) er Hardibacker€ (square - edge) fiborcernent underlayment. The fiber cement board is applied vertically to framing members with vertical edges staggered 16 inches (406 mm) from the gypsum board edges. Budrd ere fablerIeii tliiouylr to tlrr r ar rimy rl ICI nbers with minimunj 1 ii2 inch (38 mm) long, corrosion- resistant rooting nails boated a maximum of 6 inches (152 mm) on center. Board Joints and fasteners require treatment similar to that described in Section a 3.2.2 of this report. The side of the wall clad with fber-cement board is covered with standard grade ceramic tile, nominal 1/4 inch (6.4 mm) thick, Tiles, any expansion or control joints, and grout are installed in accor- dance with ANSI A108.4 when Type 1 organic adhesive is used, or ANSi A108.5 it dry set, arrylie- modified ar latex- modified portland cement mortar is used. 3.5.4 Assembly 4 The nurrsynnriwlriudl luadUrsartrrg 1 lioui fart resistant rated wall assembly consists of nominal 2 x 4 wood studs al 24 inches (610 rnrn) on center with two top plates and a single bottom plate. Full design loads are permitted to be superim- pnsed, provided stnrrtural consideration for axial flex and bearing perpendicular -to -grain stresses are resolved in accordance with Part III of the National Design Specification, 1997 Edition, published by the American Forest & Paper Association, One layer of 6/8 inch (15.9) thick Typo "X" gypsum board, 48 inches (1219 mm) wide. is applied vertically to the studs and secured with minimum 1 N4 inch (44 mm) lone cup -hood gypsum board Heil,, spaced 7 inches (176 rem) on center at board edges and intermediate framing members The sap heel (15 q mm) thirk Type "X" gypsum board joints and nail heads require treatment consisting of joint compound followed by joint tape and a second layer Of joint compound. The stud cavities are either insulated or uninsulated. The opposite face of the wall is covered with one layer of 1/2 inch (12.7 mm) thick Type "X" 4.D INSTALLATION Page 7 of 32 water - resistant core gypsum sheathing and one layer of maximum 12 inch (305 mm) wide Hardiplank® lap siding lapped a minimum of 1 vi inches (32 mm). The to inch (12.7 mm) thick Type "X" water - resistant core gypsum sheathing is applied vertically to framing members with vertical edges staggered 24 inches (610 mm) from the joints on the opposite side. The 1P2 inch (12.7 mm) thick Type "X" water- resistant core gypsum sheathing is fastened to the framing members wilh 1 3/i inch (44 mm) long roofing nails spaced 7 inches (178 mm) on center in the field and 4 inches (102 mm) on center along the perimeter of each board. An outer layer of 6/16 Inch (7.5 mm) thick, 12 inch (305 mm) wide Hardiplank® lap aiding Is applied over the 1/2 inch (12.7 nun) thick Type "X" water - resistant core gypsum sheathing by attaching a 1 112 inch 003 mm) wide 1 lardl- plank® starter Strip attached through the gypsum sheathing trill the eutlure Wide elle 12 iuch (sue min) wide Heidi - plank® lap siding applied horizontally with a minimum marline! 1 1/4 Inch (32 min) headlap and Tastened with a single 6d corrosion resistant common nail driven through the lapped planks at each stud. 3.5.5 Assembly 5 The symmetrical nonload bearing, 1 hour, fire- resistant rated wall assembly consists of minimum 3 5i6 inch (92 mm) deep, No. 20 gage (0.0359 indt, 0.91 mm), steel "C" studs at 24 Inches (610 mm) on center with corresponding top and bottom tracks. Both sides of the wall are covered with one layer of 112 inch (12.7 mm) thick Hardirock® Max "C"TM (Type "X ") gypsum board. followed by one layer of either 114 inch (6,4 mm) thick Titan TM (tapered- edge). Hardibackerffl) (square - edge), or Harditex® boards. Boards are applied either perpendicular (horizontally) or parallel (vertically) to framing members. Base layer and face layer board joints of both wall sides are offset by 24 inches (610 mei). The 112 inch (12,7 mm) thick Heirr 3'irock® Max "C "T' (Type "X ") gypsum bueid is reatci t d to the framing ntereber5 with minimum 1 inch (25.4 mm) long, Type 3. gypsum board screws spaced 24 Inches (510 mrn) on center. TitariTee Hardibackertr or Harditex® boards are fastened through the gypsum board to the framing members with minimum 1 5117 inch (41 mm) long by minimum 0.323 inch (8.2 mm) HD Hi- Loa) SO or 5 Tm self - drilling, corrosion- resistant, ribbed bugiehead or ribbed Phillips waferhead screws located a maximum of 8 inches (203 mm) on center. Board Joints and fasteners require finish treatment similar to that described in Sections 13_1.1, 3.3.1.2, 3.3.2.2, or 3.2.4 and of this report. 3.5.6 Assembly 6 1 he symmetrical nonload bearing. 1 flour, Are - resistant rated wall assembly consists of minimum 3 sal inch (02 mm) deep, No. 20 gage (0.0359 inch, 0.91 mm), steel "L:" studs at 24 inches (610 mm) on center with corresponding top and bottom tracks. Both sides of the wall are covered with one layer of we inch (15.9 mm) thick TitanTt' -FR panel. Boards are applied either perpendicular (horizontally) or parallel (vertically) to framing members. Panel Joints are offset by 24 inches (610 mm). The sib inch (15.9 mm) thick Titan' -FR panel is fastened In rht framing members with minimum 1 inch (25.4 mm) long, Type 8, gypsum board screws spaced 12 inches (305 mm) on center. Board joints and fasteners require flnlsh treatment similar to that described in Section; 3.3.1.1 or 3.3.1.2 of this report. Installation shall comply with this report and a copy of this rennet shall he available at all times On the Jobsite during installation. Additional details are in the applicable manufac- turer's product information sheets issued December 1993. Where non - editorial differences occur between the manu- facturer's product information sheets and tilts report, this report shall be null arid void, Report No, Date , IC= 1013.88 January, 1988 10 .1014:88 Janliaty, 1988 IC- 1030 -88 September, 1988 IC- 1032 -88 September, 1988 Ili:- 10:37 -HR Nnvember, 1988 1C -1038 -88 November, 1988 IC- 1057 -80 Scptcmbcr, 1989 IC-1082-89 November ,1989 10- 1100-90 October 30, 1990 IC- 1107 -91 January 5, 1991 IC- 1108 -91 January 6, 1991 IC- 1109 -91 January 8. 1991 IC- 1110.91 January 8, 1991 IC 1120A -91 March 20, 1991 IC- 11208 -91 March 20, 1991 IC -1 1200 -91 Macro 20, 1991 10- 1120D -91 Margin 20, 1991 IC- 1202 -92 January 22, 1993 IC- 1202 -92 January 22, 1993 IC-1237-93 August 5. 1993 IC- 1273 -44 April20, 1994 IC- 1274 -94 April 29, 1994 Report Nu; Date ASTM Standard Smuttier' $100 . ., June, 1981 9 8101 June, 1984 9 8102 June, 1904 9 S103 June, 1984 9 S104 June, 1984 9 5105 June, 1984 14 5106 June, 1984 14 51019 July. 1984 9 8112 August, 1984 14 8113 August, 1984 9 STR122 April, 1985 9 3TR123 April, 180:5 14 STR127 AprII, 1985 9 STR728 May. 1985 14 STRI31 May, 1985. 9 STR132 r May, 1985 14 Repoli L No Date Procedure MTRS58 November, 1983 U.B.C. Standard IC- 1042 -00 February, 1909 32 -12 MTR662 November. 1983 Freeze /Thaw M I Ft (09 June, 1984 Percolation I est MTR723 May. 1984 ASTM G25, D2616, FD -714 MTR778 June. 1985 NSZ3204; Wet/Dry July 2, 1093 IC- 1270 -94 Cycling MTR787 June, 1985 U.B_C. Standard 47 -17 T I 70 Juno, 1904 ASTM C90 T177 June, 1984 ASTM E96 Report Ne. Data IC- 1021 -88 May, 1988 10- 1022 -88 May, 1988 IC- 1042 -00 February, 1909 IG- 1054 -89 September, 1989 10- 1055 -89 September, 1989 IC- 1121A -91 March 20, 1991 IC 1121E - 91 March 20, 1991 IC- 1201 - 92 Jani.torry 29, 1993 IC- 1203 -92 January 22, 1993 IC- 1228 -93 July 2, 1093 IC- 1270 -94 April 20, 1994 IC-1271-94 Aprl 120. 1994 Report No. Date IC- 1020 -88 May, 1988 IC- 1011 -88 January, 1988 IC 1034 88 October, 1988 IC- 1036 -88 October, 1968 Report No. Date 01- 2602 -802 01 2602 803 March, 1989 March, 1989 07 /02 /81 11:49:88 InfoPress – > Page 8 of 32 5.0 IDENTIFICATION James Hardie Building Products, Inc., Hardiflex ®, Hardl- pari I8) and Mfardisufil® boards; Hardltex' baseboards; Titan *M, Titan :*"' -FR, HardibacKere, Hardibacker5005 and Multilaye) lining boards and undsrlayments; Compressed Sheet subflooring; pallets of Hardiplanke lop siding; Hardee Shinyleaide® cladding and Shingleside0 Heri- tegeTM panels shall bear a label Identifying the manufac- turer's name and telephone number, the product name, and the namw of the quality carensl agency, Intertek Testing Services. Inc (NER-QA219), and thIs report number (NER- dl 05) for field identification. 6.0 EVIDENCE SUBMITTED 6.1 The following test reports issued by the Building Research Association of New Zealand (BRANZ) in accordance with ASTM E72. Conducting Strength Test of Panels of Building Construction, Section 9, Trans- verse Load, and Section 14, Racking Load; 6.2 The following lest worts issued by the Building Research Association of New Zealand (BRANZ) in accordance with the weatherability test procedures noted: 6.3 Quality C ontrol procedural manual signed by James Hardie and Company (November 5, 1993), and ETL Testing Laboratories (November 8, 1993). 6.4 MenufeCturer's descriptive literature 6.5 United States Testing Company, Test Report No. LA 50049 - 1, dated February 7, 1985,contalning testing In accordance with ASTM E84, Test ()Jr Surface Burning Characlprisiic of Building Materials. 208 529 9299 InfoPress Page 009 Report No. NER -405 6.6 Ramtech Laboratones, Inc., Teat Report No. 8047 -87, dated AprII 8, 1987, containing testing in accordance with ASTM E72, Concluding Strength Tests of Panels for Building Construction — Section 9. Transverse Load; and Seclinn 14, Racking! nad 6.7 Structural Calculations for "Determination of Wind Speed" by Ronald I.Ogawa, P.E., in accordance with Section 1205 of the 1988 Standard Building Code. 6.8 The following test reports were issued by Inspection Curicep(i fur "TranssvUrser Lucid Tests ur panels. 6.9 The following test reports were Issued by Inspection Concepts for - Racking Tests" of panels; 6.10 The following test reports were issued by Inspection Concepts for "Transverse Load Tests" of planks. 6.11 The following test reports were issued by Southwest Resealul i I lblitule fur "1 hour Fireresistant Assam bl leS noort No. Date 11710 - 92783 February 13,1992 11710- 92851 September 9,1992 11710.98414 May 1, 1995 11710 105198 August 2, 1999 11710-105199 August 3, 1999 07/82/01 11:49:55 InfoPress—> 208 529 9299 InfoPress Page 810 Report No. NER -4051 6.12 Structural calculations verifying design values for Tatalc 2:and 3 of this report, prepared by Inspection Concepts dated March 7, 1990, signed and sealed by Ronald I. Ogawa, P.E. 6.13 Inspection Concepts, Test Report No. IC - 1093A - 90, dated October 18, 1990, in accordance with ASTM E136. 6.14 Smith -Emery Company, Test Report No. L -87 -1732, dated October 8, 1987. in accordance with ANSI A118.9_ 6.15 United States Testing Company, Inc., Test Report NO. 17x847; dated September 14, 1990, in ar:rnrdancia with AStM 01037, 6.16 Truesdail Laboratories, Inc_ Test Report No. 30240-1. dated March 1. 1989, revised March 28, 1991, in accordance with ASTM G21. 6.17 Truesdell Laboratories, Inc_, Test Report No 30240 -2, dated March 1, 1989, revised March 28, 1991. in accordance with ASTM G22. 6.18 Inspection Concepts, Report No. IC- 1131 -91, dated May 8, 1991, in accordance with ASTM C947, C666 Procedure B, and ANSI- 136 -1. 0.19 ETL Testing Laboratories, Report No. 497742, dated March 5, 1990, in accordance with ASTM E84. 6.90 Inspection f:onr.. rts, Report Nn If.;- 1039 -R9, slater! January; 6, 1989, revised May 11, 1990, containing comparative faetener pullout and pup - through testing results. • 6.21 James Hardie Building Products, Inc. product informa- tion shoots iccuod October 1001. 8.22 Structural calculations verifying design values for Table 2'and 3 of this report, prepared by Inspection Concepts dated October 20, 1903, eigncd by Ronald 1. Ogawa, P.E. 6.23 Letter correcting structural calculations for BRANZ Repnrta 8106 end STR128 prepared by Inspection Concepts dated February 14, 1993, signed and sealed by Ronald I, Ogawa, P,E, 6.24 Letter reviewing "Racking Tests and "Transverse Load Tests" for Group 111 wood species verification for Table land 3 of this report, prepared by Inspection Concepts dated October 14, 1993, signed and sealed by Ronald I, Ogawa, P.E. 6.25 The following test reports were Issued by Omega Point Laboratories for "1 hour Pireresistant Assemblies "; 6,26 Ramtech Laboratories, Inc., Test Report No. 8108A- 87, dated May 20, 1987, in accordance with ASTM C725 for flexural strength tests conducted on 1/2 inch and 3/4 Inch thick compressed sheet panels. 6.27 Ramtech Laboratories, Inc , Test Report No, 81086- 87, dated May 26, 1987, in accordance with ASTM E72, Section 18, concentrated toad on 1/2 inch and 3/4 inch thick compressed sheet panels, Page 9 of 32 6.28 Ramtech Laboratories, Inc., Test Report No. 8108C- 87, dated June 24, 1987, in accordance with ASTM E72, Section 9, transverse load on 1/2 inch and 3/4 inch thick compressed sheet panels. 6.29 Inspection Concepts, Test Report No. IC- 1251 -94, dated January 13, 1994, in accordance with ASTM E331 for water penetration of 1/4 inch thick Nardi - panel® vertical siding. 6.30 Inspection Concepts, Test Report No, IC- 1243 -93, dated August 20, 1993, in dCCOrddnce with ASTM E228 for Ifnear thermal expansion or 1/4 inch thick James Hardie fiber cement products. 6.31 Ramtech Laboratories, Inc., Laboratory No. 9778 - 93, IG- 1225 -93. dated June 4, 1993,. The Hsrdibacker board was tested in accordance with ASTM C177 Test for Steady -Slate Thermal Transmission Proper liar by Means ul the Guarded Hot Hare. The results are listed in Table 4 of this report. 6.32 Ramtech Laboratories, Inc.. Test Report No_ IC -1230- 93, Laboratory No. 9778 - 93, dated June 1993. The Hardibacker® board materials were tested in accor- dance with ASTM E06-00 to determine the water vapor transmission properties. The average perm- venue (per rill) of the palely are shown in Table 5 of this report. 6.33 Ramtech Laboratories, Inc. Laboratory No. 10367A- 95/1363. dated September 18, 1995. The 71/2 inch and 01/2 inch wide Hardiplankle lap sidings were tested in accordance with ASTM E330 Transverse Load Test. The panels were installed on nominal 2 x 4 wood structural members spaced 10 inches On center (0.c.), 6.34 Structural Calculations vgrifyirry design values for Table 3 of this report, prepared by Inspection Con - cepts dated October 6, 1995, signed by Ronald I. Ogawa, P.E. 6.36 Wind analysis and calculations for Hardishin tle and Hardislate roofing and Hardie49 Shingleside® cladding installed with R 7, and 11 inch wr0ther exposures. Analysis and calculations conducted by Ronald I. Ogawa. 1 dated March 28, 1997; March 31, 1997; and April 2, 1997. 6.36 Structural calculations to determine design wind load on 8.25 Hardiplank®. dated October24, 1996. signed and sealed by Ronald I. Ogawa, P.E. of Inspection Concepts Inc 6.37 Structural calculations to determine design values for Table 2a, 2b, and 3 of this report, prepared by Inspec- tion Concepts dated July 16, 1997, July 19, 1997, and August 19, 1997. signed and sealed by Ronald I. Ogawa, P.E. 6.38 Ramtech Laboratories, Inc., Report Lab. No. 10666- 97/1475, doted June 26, 1997. The report contains results of testing in accordance with ASTM E72 and ASTM E330 nn s/16 inch thick Hardlpanel. 6.39 Ramtech Laboratories, Inc., Report Lab. No, 10869. 97/1482, dated July 14, 1997 containing results of li ar rbver se load testing in accordance with AtJTM 072 on 9 112 inch wide Hardiplank® lap siding. 6.40 Applied Research Laboratories. Lab No. 29278 -UO1, dated September 1, 1994. rnntainino renorts of tensile pull - out testing of fasteners. 6.41 Structural calculations to determine the allowable fastener spacing based on a wind speed of 110 mph, Exposure Category C, prepared by Inspection Con- cepts, dated November 2, 1994, signed and sealed by Ronald 1. Ogawa. P.E. 07/62/01 11:58:47 InfoPress —> 208 529 9299 InfoPress Page 011 Page 10 of 32 6.42 Ramtech Laboratories, Inc., Laboratory Number 10794- 97/1458, dated March 13, 1997, containing results of an Uplift Resistance Test of 18 inch long by 12 inch wide by 1/4 inch thick Hardishingle m roofing installed on 1 J 7 Inch think, 4 ply, 3 layer r.nX plywnnri 6.43 Ramtech Laboratories. Inc., Laboratory Number 10794 - 97/1460, dated March 13, 1997. containing melds of an I IpIif1 Reslsla,nrp Taal of 1 A inr:h Irma hy 12 inch Wide by 1/4 inch. thick Hardie° $hingleside ) QS siding roofing installed on era inch thick Oriented Strand Board utilizing 2 siding nails per 12 inch wide panel. • 644 Ramtech Laboratories, Inc., Laboratory Number 10794 - 97/1464, dated March 13, 1997, containing rebuIt5 of an Uplift Resletanoe Teat of 18 inch long by 12 inch Wide by 1/4 inch thick tlardie® Shingleside4) as siding reefing installed on me inch thick Oriented Strand Board utilizing 3 siding nails per 12 inch wide panel. 6.45 Ramtech Laboratories, Inc., Laboratory Number 11149-96/1554, dated October 7, 1998, containing resuts c/r dr r A3TM 6330 Tr ailsvar as LuwJ Test of 1r4 inch wide Hardiplank® siding installed on 20 ga. metal frbming members spaced at 16 Ines and 24 inch centers and fastened with ET & F pin fasteners through the lap to each stud. 6.46 Ramtech Laboratortes, Inc., Laboratory Number 11149- 98/1654A, dated October7, 1996, containing manila et an ASTM E830 Transverse Load I est of 11 inch wide Hardiplank4siding installed on 20 ga. metal framing: members spaced at 16 inch and 24 inch centers: and fastened with ET & F pin fasteners through:the lap to each stud. 6.47 Ramtech Laboratories, Inc., Laboratory Number 11149 - 95(15545, dated October 7, 1990, containing results of an ASTM E330 Transverse Load Test of 8 1/4 inch wide Hardtplank® siding installed on 20 ga. metal framing members spaced at 16 inch and 24 inrh canters and fastanpr1 with FT R F pin fastnnr rs blind nailed to each stud. 6.48 Ramtech Laboratories, Inc., Laboratory Number 11,84- 09/158n, dated April 15, 1999, containing results of an ASTM E72 Rackiny Slrear Test of 5/16 inch thick x 48 inch wide x 96 inch hang Hardipanell8l siding installed on 20 ga. metal framing members spaced at 16 inch and 24 inch contort; and fastened with ET & F pin fasteners spaced at 4 inches o.c. perimeter and 0 inches o,c, intermediate framing members. 5,49 Ramtech Laboratories, Inc., Laboratory Number 11149 - 08/15540, dated 6cptem 14, 1008, canton ing results of an ASTM E330 Transverse Load Test of aria hash thick R 48 inch wide x 90 inch Zang Herdi- panelafi siding installed on 20 ga, metal framing members spaced at 16 Inch and 24 Inch centers and fastened with ET & F pin fasteners spaced at 4 inches o,c. perimeter and 8 inches o_c intermediate framing members. 6.50 Wind analysis and calculations for Hardipanek5 panels flor exposure categores 13, G. and D. Analysis and calculations signed and sealed by Ronald I. Ugawa, P. dated Marcn t5, lUUU. 6.51 Randedr Labeieteries, Inc., Laboratory Number 11552/1636, datod April 20, 2000, containing results of an ASTM E330 Uplift Resistance Test of 1/4 Inch thick x 74 inch wide vented Hardisofrit® panel in- stalled an nominal 2 x 4 framing members spaced at Report No. NER -405 24 inch centers and fastened with 1 try inch long x 0.083 inch shank x 0,187 inch HD nads spaced at 8 inches o.c. perimeter and intermediate framing members. 6.52 Wind analysis and calculations for 24 inch wide vented Nardisoffitl panel for exposure categories B, C. and D. Analysis and calculations signed and sealed by Ronald I. Ogawa, P.E.. dated May 4.2000. 6.53 Ramtech Laboratories, Inc., Laboratory Number 11436- 99/1602, dated October 29, 1999, containing results of an ASTM E330 Transverse Load Test of 1/4 inch thick x 19 inch long x 48 Inch wide HeritageTM" (half round) panel siding installed on 7/18 Inch thick APA rated Oriented Strand Board sheathing only with 1 1r2 inch long x 0.083 inch shank x 0.167 inch Hll nails spacod at 13 a/4 Inch o.c. 6.54 Ramtech Laboratories, Inc., Laboratory Number 11436-99/1603, dated October 27. 1999, containing results of an ASTM E330 Transverse Load Test of 1/4 inch thick x 19 inch long x 48 Inch wide Heritage'"' (half round) panel siding installed on nominal 2 x 4 framing members apacod at 16 inch ocnlors and fastened with 1 1/2 Inch long x 0.083 inch shank x 0.187 inch HO nails to each framing member_ 6.55 Ramtech Laboratories, Inc., Laboratory Number 11436 - 99/1604, dated October 28, 1999, containing results of an ASTM E330 Transverse Load Test of 1/4 Inch thick x 19 inch long x 40 inch wide HentageTM (halt round) panel siding Installed on nominal 2 x 4 framing members speoed at 24 inch canters and fastened with 1 1/2 inch long x 0.083 Inch shank x 0.187 inch HD nails to each framing member. 6.56 Letter justifying horizontal application of panels in accordance with Table 3 of this report, based on I able 23- 11 -1 -1 of the 1997 Uniform Building Code and similar tables in the BOCA National Building Code/ and 1999 Standard Building Code, prepared by inspection Concepts Inc_, dated October 20, 1999. and signed and slated hy Rnnald I Ofjawa, P.E. 6.57 Wind analysis and calculations for Hardiplank® lap siding installed with ET & F pin fasteners for exposure categories B. C. and r1 Analysis and calculations signed and sealed by Ronald 1. Ogawa, P.E., dated Docamber 14, 1998. 6.58 Wind analysis and nalniiIatinns fnr Hardiplank8l lap siding based on various test reports of installations with nail and screw fasteners- Analysis and calcula- tions signed and sealed by Ronald 1. Ogawa, P.E., dated July 7, 1908. 6.59 Underwriters Laboratories Inn latter. dated May 29. 1997, recognizing James Hardie Gypsum's 1/2 inch thick Hardirock/3i Max 'C "TM" gypsum board as an alternative to Super Fire X gypsum board. 6.6o Underwriters Laboratories Inc. letter, dated February 23, 2000, recognizing James Hardieka r3yrsr rm's 112 inch thick Hardirock® Max "C " gypsum board as an alternative to Super Fire X gypsum board. 6.61 Underwriters Laboratories, Inc., File Hti71)1. Project 96NK16606, dated December 19, 1996, containing rccultc 01 ANSI/UL 263 (ASTM 6119, NFPA251 i, Firm Tests of Building Construction and Materials, for 1,2 inch thick x 8 feet long x 4 foot wide gypsum board installed on steel columns of 25 MSG steel studs sl asad al 12 inch centers and fastened with 3 inch long Type S self - drilling, self tapping board screws spaced at 12 inch centers iii a UL 0G12 assembly_ 07/02/01 11:51:58 1nfoPress -> 288 529 9299 InfoPress Page 612 Report No. NER.405 6.62 Underwriters Laboratories, Inc., File 98701, Project 96NK35820, dated July 23, 1997,•containing results ofANSI /UL 263 (ASTM E119, NFPA 251), Fire Tests of Building Construction and Materials. for Sae inch Mick x 144 inch ring x 48 inch wine ©ypsiim hoard installed:in a UL X515 Floor- celling assembly. 6.63 Wind analysis and calculations for Shingleside8 HeriI.igeTM panels for Hxfrn!arrp ralerrnries•R, f:, end 0. Analysis and calculations signed and sealed by Ronald I: Ogawp, P.E ;,'dated December 3, 1999. 6.64 Ramtech I aheratnrles, Inn. I ahnretnry Numher 11436 -99/1 812, dated December 20, 1999, containing results of an ASTM E72 Racking Shear Test of 5116 inch thick x 48 inch wide x 96 inch Tong Hardipanel® Shiplup siding in•3lallcd un nominal 2 x 4 wood Rein ing members spaced at 16 inch centers and fastened witty 0.092 inch shank by 0.225 inch HD by 2 inch long nails spaced at 3 inches o.c. perimeter and 8 inches 0.0. Intermedlate framing members. 6.65 Remittal Lebuteturice, Inc Leboroluiy Number 11436 - 99/1616, dated December 27,1999, containing results of an ASTM E72 Racking Shear Test of sob inch thick x 48 inch wide x 96 inch long Hardipanel® Shiplap siding installed on nominal 2 x 4 wood fram- ing members spaced at 16 inch centers and fastened with 0.092 inch shank by 0.225 inch HD by 2 inch long nails spaced at 8 inches o.c. perimeter and 8 inches o.c. intermediate framing members. 6.66 Wind analysis and calculations of Ramtech Laborato- ries. Inc;. Test Reports Laboratory Number 11436 - 9911612 and 11436/1616. prepared by Inspection f.nnr.epte dated ,IAnuary 14, 2000, signed and sealed by Ronald I. Ogawa, P.E. 6.67 Wind analysis and calculations for Hardipanel® inctallert:nn steel sti tits spared 16 and 74 inches o. r.. Analysis: and calculations signed and sealed by Ronald 1, Ogawa, P.E., dated June 15, 19y9_ 6.M Ramtech I ahnratnries, Inc. , I ahnratnry Number 11436- 919/1619, dated January 19, 2000, containing results of a Uniform Negative Transverse Load Test of 5/16 inch thick x 48 inch wide x 96 inch long Hardi- p©nol ®Shiplop Panel installed on nominal 2 x4 wood framing :members spaced at 16 inch centers and fastened with 0.092 inch shank by 0,225 inch I ID by 2 inch long rimy shank nails spaced at 3 inches and 8 inches o.c. perimeter and 8 Inches o.c. field. 6.69 Wind analysis and calculations of Ramtech Laborato- ries, Inc., Test Report Laboratory Number 11436- 99/1619, prepared by Inspection Concepts dated February 4, 2000, signed and sealed by Ronald I. Ugawa, N.t. 6.70 Ramtech Laborator luc., Laburdtur Number 11443/1613, dated February 10. 2000, containing results rif tasting, in accordance with ASTM G36, of 5/8 inch thick x 48 inch wide x 120 inch long Titan'"" - FR panel consisting of 1/2 inch thick Hardirock® Max "C" M gypsum board and 3/32 inch thick Hardie® fiber - cement board adhered with PVA adhesive. 6.71 Ramtech Laboratories. Inc.. Laboratory Number 11443/1613, dated March 25, 2000, revision to report to additionally show compliance with ASTM 01278. 6.r2 Rarntech Laboratories, Inc., Laboratory Number 11443/1629, dated March 22, 2000, containing testing of Herdjbacker 5006) in accordance with ASTM C1288, !Standard Specification for Discrete Non - Asbestos Fibar Cement Interior Substrate Sheets. Page 11 of 32 6.73 Omega Point Laboratories, Report Number 11710- 106315, dated March 7, 2000, containing results of surface burning characteristic testing, indicating compliance with ASTM E64 for the Hardibacker500® backerboard. 6.74 Ramtech Laboratories. Inc., l.abnmtnry Number 11569/1647, dated June 2, 2000, containing results of water tightness testing performed in accordance with ASTM 01185 on Hardibecker 500€. 6.75 Ramtech Laboratories. Inc., Laboratory Number 11669811655, dated June 27.2000. containing rosults of falling ball impact testing performed in accordance with ASTM D1037 on t lardibacker 500 0. 6.76 Remtoch Loboratoric3, Inc. Laboratory Nunibor 11589A/1854, dated July 10, 2000, containing results of flexural sin:algal testing perfumed try zrtaandar with ASTM 0947, freeze thaw testing performed in accordance with AS I M Cabe, and bacteria resistance testing performed in accordance with ASTM G22 on the Hardibecker 500®. 7.0 CONDmONS OF USE The Nafinnal Fvahiatinn Service rinds that the James Hardie Building Products described in this report comply with or are an alternative to materials noted in the BOCA National Building code/1999, the 1909 Standard Building Code, the 1997 Unill3rm Dui/ding Code, and subject to the following conditions: 7.1 Products shall be installed in accordance with this repor 1 7,2 1 Iardiplank ®Iap,1 lardie® ;hingleaideecladding, and Shingleside® HeritagerT panel sidings shall be Installed on exterior walls braced in accuidance with the applicable building code: • Section 2305.7 of the BOCA National Building code / 1999. • Section 2308.2 of lhrt 1999 Standard Building Code. • Section 2320.11.3 and 2320.11.4 of the 1997 Uniform Building Code. 7.3 Maximum wind pressures and alluwable luaus fui panel shear walls shall comply with Table 2a and 3 of this report, respectively. 7.4 In jurisdictions adopting the Uniform Building Cude and the Standard Building Code. Harditex€ ba8e- board is acceptable for use as water repellant panel sheathing. The weather - resistance performance of joints and terminations has nut been evaluated, 7.5 Compressed sheet of equivalent thickness to Species Group 1 plywood is an acceptable alternative to plywood sublloonng specified in: • Section 2307,3.3 of the BOCA National Building Code /1999, Table 2307.3.3. • Section 2307.6 of the 1999 Standard Budding Code, Table 2307,60. • Section 2320.9.2 and I able 2;i- ii -1-1 of the 1997 Uniform Building Code 7.6 Use of compressed sheet subfioor as a component of a floor diaphragm iG outside the scope of this report Product Type - -- Width - • --•___ _.. � - �. --..,. Length Thicknesses (Inches) Hardiplank 4, 5 -1/4, 6, 6 -1/4, 7 -1/4, 7 -1/2, 8, 8 -1/4, 9 -1/4, 9 -1/2 11 -1/4 & 12 inches 12, 14 feet 5/16 Hardisoffit : (unvented) 4, 6, 12, 16, 24 & 48 inches 8 & 12 feet 3/16 & 1/4 Hardisoffit (vented) 4, 6, 12, 16 & 24 inches 12 feet 1/4 Hardiflex 48 inches 13, & 10 feet ' 3/16, 1/4, 5/16 & 3/8 Hardipanel 48 inches 8, 9 & 10 feet 114 & 5 /16 Harditex , 48 inches $, 9 & 10 feet 1/4, 5/16, 3/8 & 7/16 Hardlpanel Shlplap 48 -3/4 inches 8, 9 & 10 feet 5/16 HardibaCker (square edge) 36 & 48 inches 4, 5, 8 feet 114 & / /1b Hardibacker 500 (square edge) 48 inches 8, 9, 10 feet 13/32 Titan (tapered Cd8r3) 48 inches 8, 9 & 10 feet 1/4 & 7/18 Hardibacker~ (Multilay) 48 inches 4 & 8 feet 1/4 & 5/16 Titan - FR 48 inches 8, 9 & 10 feet 5/8 Hardie® 5hingleside 3 cladding F, R, R 17 inches 1A inches 1/4 Shingleside® Heritage panel (square & staggered arise) • 48 inches 16 inches 1/4 Shingleside® Heritage panel (half round); 48 inches 19 inches 1/4 Cprn .rased Sheet r 48 in c h es , 9 1 -_ 8 ,0 feet _.. _ _ - -- �_ 1/2, 5/B & 3/4 87/82/81 11:52:44 InfoPress-> 268 529 9299 InfoPress Page 613 Page 12 of 32 7.7 518 inch. (15.9 mm) thick TitenTM -FR panel is recog- nized as an alternative to 5is inch (15.9 mm) thick ASTM C36, Type "X ", gypsum board, or 5.,a inch thick ASTM C1278, Type "X" gypsum fiber panel for use in fireresictive rnnstrnrtinn rarnpni7Pd in the aheIVP referenced codes. 7.8 'the exterior siding panels installed on exterior walls shall be Installed over a water - resistive barrier in accordance with the applicable code. 7.9 Flashing shall be installed at all penetrations and tonninatinna in accordance with the applicable code. 7.10 The products shell be manufactured at the following locations with quality control inspections by Intertek Testing Services, Inc:. (NER- QA219): • • Fontana, California • Cleburne, Texas Table 1 STANDARD NOM Report No. NER -405 • Plant City, Florida • Tacoma, Washington • Rose Hill, NSW, Australia • Carole Park, Queensland, Australia • Brooklyn, VC, Australia • Welshpool, WA, Australia • Penrose, Auckland. New Zealand 7.11 This report is subject to re examination on a periodic hasia. For information on the Current status of this report consult the NES product evaluation listing or contact the.NE$. N otes to Table 1: 1. Plank and panel products are also available in other lengths, widths, and thicknesses by special arrangement. L. 1 Inch = 25,4 nvn, 1 ft = illd.t, mm Product Type Product Thick, (in.) Fastener Type Fastener Spacing (in.) ......� - - Frame Type' - onerndiVIVNI (in. 1 ) YVIt7Y Nalght of Bldg (ft) - Or r.= I : Wind Speed (Mph) far Exposure Category Uniform Standard Building Codo 80G.4 Nol/onal Building Coda B •G D r ti0 R C D S CD Hardiflex Hardisoffit (unventod) 3/16 ' 4d common 1 -112 in. lon 6 2 x 4 wood 16 20 40 60 100 1 70 90 80 70 70 - 90 80 70 70 70 hardipanel Hardiflex Harditex Hrdiyoffit (unvented) 1/4 4d common • 1 -112 in. long 8 2x4 wood 16 24 100000 10000 18 CGh 90 80 70 70 Hardisoffit (vented) 1/4 D.O83" shank x • 0.137" HD ringshank nail - at $" o.c. at all bearing 2 x 4 SG = 0 22.5 max 0 -15 20 40 60 150 150 150 150 140 140 120 130 120 130 110 120 110 105 100 150 140 130 120 105 90 150 150 150 150 130 140 130 120 110 105 110 110 100 100 90 Ha Wpm oil Hardiflex Harditex 1/4 Cd common 2 in. long 5 2 x 4 wood 15 N Ei888 120 120 110 100 90 '100 - 95 90 85 80 120 '120 120 110 120 110 70 70 - 120 120 120 95 80 100 90 I/O 70 70 - Hardipanet Hardiflex Hai Ljilux 1/4 No. 11 g 1 -1/4 in. long wily:Biked roofing nail R • 7 x 4 10 24 110 105 90 80 80 80 70 60 - 80 70 ' 70 110 60 105 B0 70 70 - 110 105 90 80 80 80 60 70 80 00 70 70 Hardipanet Hardiflex Harditex 114 No. 11 a. 9 1 -1/4 in. long galvanized 4 edge rnnnnn WWII 12 Grll l 2 x 4 wood 0 d 1 20 40 60 120 90 - 120 90 120 90 120 90 110 120 120 90 90 07/02/01 11:53:14 InfoPress -> 2H8 529 9299 InfoPress Page 014 Report No. NER -405 Pogo 13 of 3i: Hardipanol Hardiflex Harditex 5116 Hardipanol Hardiflex Harditex Hardipanet Hardiflex Harditex Ilardrpanel Hardiflex Harditex Hardipal eI Nardtrlex Harditex 5/16 5/16 5/16 0/1 0.091 in shank, 0.226 in. HO, 1,5 in long ring .shank nail 4d common 1 -1/2 in. [mg 6d Common 2 in. long 6d common 2 in. long Od corn nor. 2 In, long 4 edge 8 field 8 6 6 4 2 x 4 wood 2x 4wood 2 x4wood 2 x 4 wood 2x 4wood 16 16 24 16 24 16 0 -16 110 100 20 110 06 4D 95 85 GD 90 00 100 80 40 110 100 90 150 81) 200 70 20 9D 40 80 60 70 20 40 60 100 200 . 20 40 60 100 200 20 40 60 100 200 120 120 110 100 90 110 100 90 80 70 80 70 110 100 95 90 80 80 80 70 7Q 120 120 120 120 120 120 120 110 120 100 100 80 06 75 85 70 00 110 60 120 120 120 12U 105 95 120 120 120 7D 120 120 100 90 110 80 90 120 . 120 110 80 /0 115 85 110 80 95 85 70 110 90 80 70 90 80 70 120 120 120 95 80 1211 105 95 80 70 120 120 120 120 105 75 70 70 80 70 100 90 HO 70 80 60 70 101) 100 90 90 70 100 100 80 20D 90 70 8 0 70 100 80 90 70 07/02/01 11:53:50 InfoPress -> 208 529 9249 InfoPress Page 015 Page 14 of 32 Product Fastener Product Thick. Fastener Spicing Type (in,) Type (in.) Hardipanel 6d common Hardiflex 2 in. Tong Harditex 5/16 Hardipanel Hardiflex Harditex 5/16 6d common 2 in long 4 6 edge 12 field Table 2a -- MAXIMUM WIND SPEED Frame Type' 2 4 wood 2x4wood Shirt Spacing (in ) 24 16 of Bldg 200 40 60 100 go 120 100 Maximum Basic Wind Speed (N Exposure Category Standard BOCA National Rill ding Code Building Cock Unifrxrn Rid rirnrg Code f. 105 100 90 85 80 90 80 n < fin tt 120 120 120 120 110 120 110 110 80 70 90 80 t7 Report No. NER.405 R 120 120 121) 100 80 120 100 105 95 80 70 90 80 0 CUU au r u I 70 90 70 I l rdipancl Shiplap Panel 3116 0.092" &hank x 2" x 0.225" HD ringshank Hall 3 edge 8 field 2 x 4 SG = 0.40 16 0 -15 20 40 60 100 140 130 120 115 105 110 105 95 90 85 If) C) CS m ca Of CO CO 125 120 110 100 80 - 150 150 130 120 95 110 105 95 90 80 90 85 80 75 - Hardipanel Shiplap f anel 5/16 0.092" shank v 2" x 0.225" HD iin shank nail 9 4 edge 8 field 2 x 4 SG = 0.40 16 0 15 20 4.0 60 100 130 130 115 110 100 100 100 95 90 80 00 90 86 80 75 'c? 75 - 160 140 120 115 90 106 100 90 85 75 86 80 75 75 - HardipAnel Shiplap Panel 5/16 6 1 1 S ; 1 7 " shank x 2" x 0225" HD Ingshank nail . ,,,, 5 e 8 field x 4 SG = 0.40 16 0 -15 20 40 60 100 . 10000 or) T T T T � a) u t L �[Y O 0 UT O CO CO CO 115 110 05 90 - - 140 140 120 110 00 I CC/CO.0W CF. amw AO 80 75 - - Hardipanel Shiplap Panel 5/16 0 - 092" shank x 2" x 0.225" HO ringshank nail 6 edge 8 Help m 2 x 4 5G = 0.40 __ 1 6 0 - 15 20 40 60 100 120 115 110 100 05 ' C kit CD 141 LLFF Ma corms ocu:to wcor- ' 105 100 90 85 • 140 130 110 100 80 95 00 80 75 - 75 70 70 - - Hardipanel Shiplap Panel 5 /16 0.092" shank x 2" x 0.225" HD ringshank nail , edge 0 field x 4 SG r 0 40 16 1 40 110 110 100 90 85 85 80 60 76 70 75 70 70 - 100 95 85 80 130 120 100 90 75 90 85 80 70 70 70 - Hardipanel Shlplap Panel 5116 0.092" shank x 2" x 0,225" HD ringshank nail 8 ed e 9 6 fie ld 2 x 4 SG = 0.40 16 0 -15 20 40 60 100 105 100 90 85 80 BO 80 70 70 - 70 70 - - - 90 90 80 75 120 110 95 90 75 80 80 70 - - 70 - - Hardiflex I larditex 7/10 No, 11 oa :1 -9/4 in. long I galvanized iruullny nail 6 1315 2 x 4 wood 16 - 20 40 60 100 200 0 -15 20 40 60 100 120 120 120 110 110 100 00 135 80 70 120 110 110 110 100 70 70 - - - - - - - - 120 120 120 120 110 100 90 80 - 120 120 120 110 100 120 110 100 90 60 Heritage Panel Straight Installation 1/4 :0.083" shank x0.187" HD tingshank nail Into 089 only 80 80 70 70 - - 110 105 90 80 /0 70 70 70 - - Heritage Panpi Staggered Installation 1/4 into ':0.053" shank • x0.167" HD tingshank nail OSB only 13.75 - 0 -15 20 40 60 100 90 90 80 70 70 70 - - - - - - - - 80 80 70 - - - 90 90 80 70 - 70 - - - - Herliage Panel 0,083" 1/4 fin9sh8nk ;at Shank k 0.167" HD nail each Stud - 2 x 4 SG a 0.40 16 0.15 20 40 60 130 100 120 150 150 140 - •X00 If) 0 •V CV 0 O 110 100 100 96 90 150 150 130 120 90 pQ 150 150 150 140 110 120 120 110 100 90 100 100 90 90 80 07/02/01 11:53:50 InfoPress -> 208 529 9249 InfoPress Page 015 Page 14 of 32 Product Fastener Product Thick. Fastener Spicing Type (in,) Type (in.) Hardipanel 6d common Hardiflex 2 in. Tong Harditex 5/16 Hardipanel Hardiflex Harditex 5/16 6d common 2 in long 4 6 edge 12 field Table 2a -- MAXIMUM WIND SPEED Frame Type' 2 4 wood 2x4wood Shirt Spacing (in ) 24 16 of Bldg 200 40 60 100 go 120 100 Maximum Basic Wind Speed (N Exposure Category Standard BOCA National Rill ding Code Building Cock Unifrxrn Rid rirnrg Code f. 105 100 90 85 80 90 80 n < fin tt 120 120 120 120 110 120 110 110 80 70 90 80 t7 Report No. NER.405 R 120 120 121) 100 80 120 100 105 95 80 70 90 80 0 Product Type Product Thick. (in.) Fastener Type Fastener Spacing (in.) Frame Type' Stud Spacing Height of Bldg (ft) Maximum Basic Wind speed (Mph) for Exposure Category Uniform Building Coda Standard Building Coda BOCA National Bui ding Codo B C D < 60 ft C 0 B C D Heritage 0.083" shank x 0 115 90 80 100 130 90 70 Panel • 0.187" HD 2 x 4 20 110 85 70 100 120 85 70 1/4 ringshank nail. - 24 40 105 80 70 90 110 80 - at each stud SG = 0.40 60 90 75 - 85 100 75 - - 100 85 70 80 - Hardiflex . 'Min. No. 8 - 18. 20 70 - .80 70 - 80 70 - Hardisoffitt 1 in. long k Min. No. 2 40 80 80 (r.rnvented) : 0,323 in I " 60 7n 70 3/16 Hi - Lod Se or '5 I2TM nbbod buglehead screws 6 g a . 3.5/is in. kl -3/8 in. metal C-stud 16 100 0 70 Hardipanel :Min. No. 8 -18, 20 120 90 N/A 120 90 N/A I �° = 88888 ° 90 NIA Hardiflsx 1 in. long X 16 40 110 90 110 90 90 Harditex 0.323 in. HD Min No 20 60 100 80 100 80 80 : H i•L1 SO or B 100 90 80 80 80 114 :S -12 ribbed 6 ga 1 318 150 90 70 70 70 • buglehead metal C 200 80 70 90 70 70 screws stud 29 00 70 80 70 70 24 40 80 10D 70 Hardipanel ET & F x 0.125 Min. No. 20 0.15 150 115 100 130 150 120 100 5/18 • H D511 ES 4144 4 edge Tiald 9 375" Metal C-stud 16 40 60 130 120 105 100 90 90 tan 110 140 130 io n 100 cm v U 80 100 110 45 85 75 - 105 85 70 Hardipanel ET & F Min, No. 20 0 -15 120 90 80 105 135 90 75 0.100 X 1.5" x 4 edge ga. x 3-62" " 20 110 85 75 100 130 90 70 5;16 • 25" HO 8 iiu lri 1.375" Metal 24 40 100 80 70 90 110 80 70 E5 4144 C -stud 60 95 75 70 85 100 75 70 100 BS 70 - - - 80 - - Harditlex ;Min. No, 8 -18, 20 120 120 - 120 120 - 120 120 - Harditex 1 in. long X Mirl, N. 20 41) 120 120 120 1•0 120 1211 ' 0.311 in. HD " 3 5/8 60 120 110 120 120 120 110 7/16 Hi -L-o€ SO or 6 g in.x1 - 3l8 in 16 100 120 110 90 120 90 S-12 TM ribbed buglehead screws metal C -stud 200 110 110 80 100 80 07/82/01 11:54:29 Report No. NER -405 InfnPress -> 208 529 9299 InfnPress Page 016 Page 15 of 32 Notes to TaoIe 2a: 1. Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted. 2. Values are for spocios of wood having a specific gravity of 0.38 or grcator. 87/62/01 11:54:59 lnfoPress -> 208 529 9299 InfoPress Page 017 Page 16 of 32 Report No. NER -408.i tame go - MA70MUM WIND SPEED Product Fastener Maximum Basic Wind Speed (Mph) for Exposura Category Uniform Standard BOCA Nations! ProduG1 (in.). Fastener Spacing Frame Stud Spacing Height of Bldg Building Code Bolting Code Building Code Thick. Width Type Type (in.) Type , (in.) (ft) B C D e 60 ft 0 D B C D Hardiplank 5/16 4.00 ET & F pin Through Min. No. 20 ga. 16 0 -15 150 150 150 150 150 150 n.100 x 1." Overlap x 3,62" x 1.375" 20 160 150 150 150 150 150 x 0.25" HD Metal C-stud 40 150 150 150 150 150 150 . 60 150 150 150 150 150 140 100 15- 150 150 140 120 150 140 120 Hardiplank 5/16 6:.00 ' ET & F pin Through Min_ No_ 20 ga 0 -15 150 150 140 150 150 130 0.100 x 1.5' Overlap x 3.62" x 1.375" 20 150 150 140 150 150 130 • x 0.25" HD Metal C-stud 40 150 140 130 150 140 120 50 150 130 120 150 130 110 100 150 130 120 1 10 100 140 110 100 Hardlplank 5/16 6.25 ET & F pin Through _ Mln. No.20 ga. (5 0 -15 150 150 140 150 130 0.100 x 1.5' Overlap x 3.62" x 1.375" 20 150 150 130 150 12o x U2b" htu Metal G -stud 4U 150 140 130 0 140 120 60 140 130 120 130 110 100 13D 130 120 110 100 110 1UU Hardiplenk 5/16 7.50 ET & F pin Through Min. No. 20 ga. 16 0 -15 140 120 160 150 140 110 0.100 x 1.5" Overlap x 3.62" x 1.375" 20 130 120 150 150 130 110 x 0.25' HO Metal C-stud 40 C 120 110 130 150 120 105 60 120 110 130 150 110 110 100 110 100 100 80 120 100 60 Hardiplank 5/16 8.00 ET & F pin Through Min. No. 20 ga. 16 0 -15 150 130 110 150 13f1 110 0.100 x 1.5" Overlap x 3.52" x 1,375" 20 150 130 110 150 130 110 x 0.25" HD Metal C stud 40 150 120 110 130 120 100 60 130 110 105 12 110 90 100 130 110 100 05 00 06 86 Hardiplank 5(15 8.25 ET & F pin Through Min. Na. 20 ga. 16 0 -15 150 130 110 150 150 130 110 0.100 x 1.5" Overlap x 3.62" x 1,375" 20 150 130 110 140 150 130 100 x ( 1 7 5 " H n MethI t . -stl rrt 40 140 110 100 130 150 115 100 60 130 110 100 120 140 110 90 100 120 105 100 90 80 120 90 80 Hardiplank 5/16 9.50 ET & F pin Through Min. Na, 20 ga. 16 0 - 15 150 120 105 140 150 120 100 ' 0.100 x 1.5" Overlap x 3.62" x 1.375" 20 150 120 100 130 150 120 100 x 0.25" HD Met31 C -stud 40 140 110 100 120 140 110 90 60 120 105 90 110 130 100 90 _. 100 120 100 90 80 75 110 80 75 Hardiplank 5/16 12.00 ET & F pin Through Min. No. 20 ga. 16 0 -15 140 110 90 120 150 110 90 0.100 x 1.5° Overlap x 3.52" x 1.315" 20 140 105 90 120 150 110 90 X 0.25" HO Metal C - stud 40 120 100 9U 110 130 100 80 60 110 95 65 100 120 90 80 100 105 90 80 75 70 100 75 70 Hardiplank 5/16 4.00 ' ET & F pin Through Min_ No. 20 ga. 24 0 -15 150 140 130 150 150 150 120 0.100 x 1.5" Oval lap " 3.82" x 1.375" 20 150 140 125 150 150 140 120 x 0.25" HD Metal C - stud 40 150 130 120 150 150 135 110 60 150 125 . 115 140 150 125 105 100 14 0 120 100 100 90 130 100 90 Hardiplank 5/16 5.00 ET & F pin Through Min. No. 20 ga. 24 0-15 150 120 100 140 150 120 100 0,100 1,6" Overlap x 3.62" x 1,376" 20 150 115 100 1:15 150 120 100 X 0,2b" Ht.) Metal C -Stud 40 130 110 95 120 140 105 90 BC 125 100 90 110 130 100 85 100 115 100 60 .0 70 110 80 75 Hardiplank 5116 6.25 ET & F pin Through Min. No. 20 ga. 24 0 -15 150 120 100 135 150 120 100 0.100 x 1.5' Overlap x 3.62" x 1.375" 20 150 110 100 130 150 110 95 x 0.25" HD Metal C•stud 40 130 105 95 120 130 105 00 60 170 100 90 110 120 100 80 100 110 95 90 80 70 90 90 70 H8rrliplank 5115 7 ;50 ET & F pin Through Min. No. 20 {la. 24 0 -15 130 1UU 120 ' • 1 IN 100 85 0.100 x 1.5" Overlap x 3.52" x 1.375" 20 125 100 110 100 80 x 0.25" IID Metal C -stud 40 115 90 0 100 90 75 60 110 85 95 80 75 100 100 80 75 - 70 - 87/62/01 11:54:59 lnfoPress -> 208 529 9299 InfoPress Page 017 Page 16 of 32 Report No. NER -408.i Product Product (in.) . Fastener Fastener Spacing Frame Stud Spacing Height K of Bldg Maximum Basic Wind Speed (Mph) for Exposure category Uniform auildinl9 Coda Elandartl Dui'<fog Code DOCA National Building Code Thick. Width Typo B C u 41 8Uft C D B C D Type (in.) Type' (in.) (ft) Hardiplank 5/16 8.00 ET & F pin Through Min. No. 20 ga. 24 0 - 15 130 100 4 85 115 150 100 0.100 %'1.5" Overlap x 3.62" x 1.375" 20 120 95 80 110 140 100 x 0.25" HD Metal C -stud 40 110 90 80 100 120 90 60 105 85 75 95 110 R(1 100 95 80 70 70 • 90 70 Karplplan* 5/15 825 ET & F pin Through Min. No. 20 ga. 24 I1 - 15 125 95 1111 140 1170 81) 0.100 x 1.5" Overlap x 3.62" x 1.375" 20 120 90 105 140 90 80 x 0.25" HD Metal C "stud 40 110 85 0 co 95 120 85 70 60 100 80 90 110 80 70 100 90 80 70 - 90 70 - Hardiplank 0/10 9.50 ET & F pin Tluuuyli Mill. Nu. 20 ya. 24 0.15 120 90 80 100 130 90 70 0.100 x 1.5" Overlap x 3.62" x 1.375" 20 110 90 75 100 130 90 70 x 0.25" HD Metal C -stud 40 100 80 70 90 110 80 70 60 90 80 70 86 110 80 - _ 100 85 70 - - - 80 Hardiplank 5/16 12.00 ET & F pin Through Min. No. 20 ga. 24 0 16 100 80 90 120 80 - - 0.100 x 1.5" Overlap x 3.62" x 1.375' 20 100 80 - 90 110 60 - x 0.25" I I D Metal C -stud 40 90 70 - 80 90 70 - 60 85 70 - 75 90 - 100 80 - - - - 70 - - Hardipiank 5/16 4.00 ET & F Through Min. No. 20 ga. 16 0 -15 150 150 1.50 150 150 150 15)) Panelfast top edge x 3.62" x 1.375" 20 150 150 150 150 150 150 150 0.100 x1.5* of plank Metal C -stud 40 150 150 150 150 150 150 150 x 0,25" HD 60 150 150 150 150 150 150 150 100 150 150 150 150 150 150 150 140 Hardiplank 5/16 600 ET & F Through Min. No. 20 qa. 16 0 -15 110 100 130 140 110 90 Panelfast top edge x 3.62" x 1.375" 20 110 100 140 140 105 85 0.100 x 1.5" of plank Metal C -Stud 40 c cn 100 90 120 130 95 80 x 0.25" HD 60 100 90 110 120 90 80 100 90 80 75 - 95 75 - Hardiplank 5/16 6,25 ET & F Through Min. No. 20 ga. 16 0 -15 140 110 100 130 150 100 85 Panelfast top edge x 3.62" x 1,375" 20 140 110 90 120 140 100 80 0.100 x 1.5' of plank Metal C -stud 40 120 100 90 115 120 90 75 x 0.25" HD 60 120 95 86 106 110 85 70 100 110 90 80 70 - 90 70 Hardiplank 5/16 7,:50 ET & F Through Min. No. 20 ga. 16 0 -15 120 90 80 11( 130 90 70 Panelfast top edge x 3.62" x 1375" 20 120 90 80 100 120 85 70 0.100 x 1.5 of plank Metal C -stud 40 110 80 f5 95 105 75 - x 0.25" HD 60 100 80 70 90 95 70 100 90 75 70 - 75 - - Hardiplank 5/15 8.00 ET & F Through Min. No. 20 ga. 16 0 - 15 110 90 80 100 120 80 70 Panelfast top edge x 3.02" x 1,375" 20 110 05 70 100 110 80 - 0.100 x 1.5 of plank Metal C - stud 40 100 80 70 90 100 70 - x 0.25" HD 60 90 70 70 80 90 70 - 100 80 70 - - 70 - - Hardiplank 5/16 825 ET & F Through Min. No. 20 ga. 16 0 110 90 70 100 80 - Paneltast top edge Y 3.62" x 1.375" 20 110 60 /0 95 80 - 0.100 x 1.5" of plonk Metal C -stud 40 100 80 70 88 0 6 70 x 0.25" HD 6( 00 70 - 70 100 e0 70 Hardiplank 5/16 4,00 ET & F Through Min. No, 20 ga. 24 0 -15 150 150 150 150 15U 150 Panelfast top ewe x 3.62' x 1.375" • 20 150 150 150 150 150 150 0.100 x 1.5" of plank Metal C -stud 40 150 150 150 150 0 un 150 140 x 0 75" HD 60 150 150 150 150 150 130 100 150 150 150 130 110 130 110 Hardiplank 6/1U 8.00 t 1 & F 1 nrougn Min. No. 2U ga. 24 0 - 18 130 WU 110 140 1L')ODC I amrnroac 80 Panelfast top edge x 3.62" x 1.375" 20 120 100 110 130 70 0.100 x 1.5" of plank Metal C -stud 40 110 90 Lam] CO 100 110 /U x 0:25" HD 60 110 85 90 105 100 100 80 - • 80 - 07/02/01 11:55 :50 InfoPress 208 529 9299 InfoPress Page 018 Report No. NER -405. Table 2b - M Page 17 of 32 07/62/81 11:56:33 InfoPress -> 208 524 9299 InfoPress Page 019 Page 13 of 32 Product Fastener 1,11111 8ldrriced BOCANallnra/ Product (in.) Stud Height Building Code Building Code Building Code Fastener Sparing Frame • Spacing n► RIr . Type . Thick W th T e ( ) + � YP in T ype (in.) (ft) B I C D K 80 R C j D 8 C D Hardiplank 5/16 625 ET & F Through Min. No, 20 g 0, 24 , 0 1 15 120 95 80 110 P � d + � 130 90 70 Panetfad t edge x 3.52" x 1.375" 20 120 90 80 100 120 85 70 0.100 x 1.5" of plank Metal C -stud 40 110 85 70 90 110 80 x 0 75" HD 60 100 80 70 80 90 75 100 90 70 70 - - 70 - Hardiplank 5/16 7.50 ET & F Panelfast 0.100 x 1.5" x 0.25" HD Hardiplank 5/18 8:00 ET & F Panelfast U.100 x 1.5" x 0.25,E HD Hardiplank 5/18 4.00 8d common 2" Through Icing Overlap long Overlap long Overlap Tahle 2e — MAXIMUM WINE SPEED Through Min. No. 20 ga. top edge x 3.82" x 1.375" of plank Metal C -stud Through ; •Min hip. 20 ga.: top edg9 X 3.52" x 1:375" et plank Metal C - stud • Hardiplank 5/10 6:00 611 common 2" Through 2 x 4 long Overlap Hardiplank 5/15 6.25 6d common 2" Through 2 R 4 long Overlap 24 0.15 110 20 110 40 100 60 90 100 85 24 0-15 100 80 70 90 20 100 75 70 90 40 90 70 - 80 60 90 - - 75 100 75 - I Iardiplank 5/16 0:25 ET &I" Through Min_ No_ 20 ga. 24 0.15 90 70 " 80 Panelfast top edge x 3.62" x 1.375" 20 90 70 80 0.100 x 1.5" of plank Metal C -stud 40 50 - 70 x 0.25" HO 60 75 70 10U /0 2 r.4 . . 18 0 -15'. 150 20 • 150 40• 1$Q 80 150 100 150 16 0-15 150 20 150 40 150 60 150 100 160 15 9-15 150 20 150 40 150 60 150 100 150 Hardiplank 5/16 7.50 6d common 2" Through 2 x 4 16 0 - 150 Ion Overlap 20 150 40 150 60 150 100 130 Hardiplank 5/16 8.00 6d common 2" Through 2 x 4 16 0 150 long Overlap 20 150 40 150 60 140 100 130 Hardiplank 5/16 8.25 6d common 2" Through 2 x 4 16 0 - 16 150 20 150 40 150 80 140 100 130 Hardiplenk 5/16 9.50 6d common 2" through 2 x 4 16 0-15 150 18110 Overlap 70 150 40 140 60 130 100 120 Hardiplank 5/16 12;00 6d common 2" Through 2 x 4 16 0 - 140 20 140 40 120 60 115 100 110 Maximum Basic Wind Speed (Mph) for Exposure Category 90 70 100 85 70 100 80 70 90 75 70 80 70 - 130 120 110 105 150 150 150 150 1 .150 y50 150: 150 150 150 150 150 140 130 150 135 150 150 130 150 150 120 150 150 120 150 160 120 110 150 120 150 150 129 150 150 120 150 130 120 150 130 110 150 120 150 150 120 150 130 110 140 120 110 130 110 110 110 130 120 150 130 115 150 120 110 130 120 105 13U 110 100 95 130 115 150 130 110 159 120 110 130 110 100 120 110 100 95 120 110 140 120 110 140 110 100 120 105 100 120 100 95 90 110 95 105 95 100 90 95 85 90 80 11n Report No. NER -405 • 120 80 70 110 80 - 100 70 - 90 70 - 70 - 119 70 100 70 85 - B0 - 100 90 80 70 150 150 150 1 150 150 150 160 160 150 150 130 120 150 130 120 150 150 130 150 150 130 150 140 170 150 130 115 100 140 110 100 150 150 130 150 150 120 150 140 120 150 130 115 100 150 110 100 150 140 120 150 140 120 150 120 125 150 120 115 90 140 100 90 150 140 110 150 140 110 150 120 100 100 115 100 85 120 96 85 150 140 110 160 130 100 150 12U 100 150 '110 100 B0 130 95 80 150 130 105 150 120 100 140 120 95 190 170 90 80 115 90 80 150 110 95 150 110 90 140 100 85 120 95 80 80 70 100 80 70 87/8Z/01 11:57:14 InfoPress-> 288 529 9299 InfoPress Page 828 Report No. NER -405j Page 19 of 32 • - •-•••, w — ".rwunnvi Vu arum/ Product Maximum Bas'c Wind Speed (Mph) " for Exposure Category (Uniform Building Code Standard Building Code BOCA Notional Building Code Product TYPO (in.) • - Fastener Fastener Spacing Frarr)e Stud Spacing Height of Bldg Thick, Width Type (in.) Type' (in.) (ft) 3 C 0 c 60 ft C 0 LI I C U Hardiplank 5/16 4:00 6d common 2" Through 2 x 4 24 0 -15 1 130 i 150 1 l 110 long . - Overlap 20 1 130 1 140 1 1 110 40 I 0 • Lt5• 120 I v 130 I 1 N 100 60 1 120 i 120 I i 95 100 110 i 95 By .J __ 80 Hardiplank 5/111 d;UU lid cornrnan 2" I hrcugn 2 x 4 24 U -15 140 110 130 120 110 long Overlap 20 140 100 120 120 110 40 130 100 Lt) m 110 120 100 60 115 95 105 120 90 100 105 90 80 70 100 80 Hardiplank 5/10 025 Od coinnion 2" Thu c uyh 2 x 4 24 5 120 105 95 120 120 110 long Overlap 20 120 100 90 120 120 100 0 120 95 85 110 120 95 0 110 90 80 100 120 90 100 105 85 80 80 f U 1UU 80 Hardiplank 5/16 7:50 6d comrnon 2" Through 2 x 4 24 •5 120 95 85 110 120 100 80 long Overlap 20 120 95 85 110 120 95 80 1 110 85 80 100 120 00 75 l 100 85 75 95 120 85 70 95 60 70 70 70 90 70 Hardiplank 51116 8 :00 fid common 2" Through 2 x 4 74 i 120 80 110 120 100 80 long Overlap 20 120 80 105 120 90 70 • 40 105 CO 70 100 110 80 70 ' 1 100 70 90 105 80 70 ,..,J 00 70 70 85 70 - Hardiplank 5/16 8,25 6d common 2" Through 2 x 4 24 0 -15 115 80 110 120 95 80 long Overlap 20 116 80 100 120 00 75 40 106 x1 70 95 110 80 7U 60 100 70 90 105 75 70 100 90 70 85 - - Hardiplank 5/16 9.50 6d common 2" Through 2 x 4 24 0 -15 110 75 100 120 90 70 long Overlap 20 110 70 95 110 85 fu 40 96 I) A 70 85 100 80 - 60 90 - 85 100 70 • 100 85 - - - 80 - - Hardiplank 5116 12.00 6d common 2" Through 2 x 4 N 0 -15 70 75 - 110 80 - long Overlap 20 85 70 - 110 75 • 40 90 70 - ea 95 70 - 60 80 - - 85 - - 100 70 • - - 70 - - Hardiplank 5/16 4:00 No. 8-18 x Through Min. No. 16 go. 16 0 -15 150 150 150 150 150 150 150 1-018" long x Overlap x 3.02" x 1.375" 20 150 150 150 150 160 160 140 0.323" HD Metal C -stud 40 150 150 140 150 150 150 140 HtLO or ribbed 50 150 150 140 150 150 150 130 bungle head 100 150 150 130 150 130 115 screw 115 Hordiplank 5;16 600 No. 8 18 • Thrqugh Min. No. 16 ga. 16 0 -15 150 140 150 150 120 1 - 5 1 8" Tong x OVerlep x 3.62" x 1.375" 20 140 140 160 140 120 0.32:1" I ID Met& C -lud 40 ' L7 130 130 160 0 130 115 HiLo or ribbed 00 • 130 130 140 120 110 Uutiyk Iroud 100 • 120 120 105 05 screw 105 95 Hardiplank 5/16 6;25 No 8 -18 x Through Min. No. 16 ga. 18 0 -15 150 140 " 150 • 1 10090.0. I If/ rk 150 120 1 -50" Irmo x rlvnrinr x 3 67" x 1 375" 70 150 140 1 150 1 140 120 0.323" HD Mortal C -stud 40 150 130 1 140 1 130 110 HiLO Cr ribbed • 80 150 120 1 0 140 1 120 105 bungle head 100 140 120 1 1 105 90 acrcw 105 g0 87/8Z/01 11:57:14 InfoPress-> 288 529 9299 InfoPress Page 828 Report No. NER -405j Page 19 of 32 87/02/01 11:57:52 InfoPress -> 208 529 9299 InfoPress Page 021 Page 20 of 32 Tabia 2b - Report No. NER -405 Product - Maximum Basic Wind Speed (Mph) for Exposure C:lryor tin.) • Fastener Fastener Stud it Uniform 5landard BOGA National Product Spacing Frame Spacing g Building Code Building Cods Building Code I ype f hick. Width f ype (In.) f ype' 1.) ti C U < 51J h C U 8 C 0 Hardiplank 5/16 7.50 ' Nu. 8-18 x . x Thrvuyh Min. Nu. 16 ya. 1B i 150 130 110 150 150 130 110 1 - 5/8"1071g OVerap x 3,62" x 1.375" 20 150 120 110 140 150 130 105 0,323" HD Metal C -stud 40 140 114 105 130 150 115 100 HiLo or ribbed 60 130 110 100 120 150 110 90 bungle head 100 120 100 95 115 9u Bu screw 1 80 Hardiplank 5/16 8,00 • No. 8 - 18 x Through Min. No. 16 ga. 15 150 I 110 150 150 130 110 1.518" luny x Ova; lap x 3.82" x 1.375' 100 ! 110 140 150 130 105 0.323" HO Metal C -stud O 150 0 105 130 150 115 100 HiLO Or ribbed 150 ' 100 120 140 110 90 bungle head screw 130 95 115 90 80 9U tit) Hardiplank 6/16 8.26 No, $ 1$ x Through Min. No. 16 ga. 16 0 -15 120 110 140 130 110 1 - 5/8" Tung x Overlap x 3,62" x 1.375" 20 120 110 140 120 105 0.323" I ID Metal C - stud 40 0 110 105 120 0 la 115 100 HiLo or ribbed 60 110 100 120 105 90 bungle head 100 100 95 90 00 SCrew 90 80 Hardiplank 5/16 9.50 No. 8 -18 x Through • Min. No. 16 ga. 16 0-15 150 115 100 130 150 120 100 1 5/$" Tong v Overlap • 3.62" • 1.375" 20 150 110 100 130 150 115 95 0.323" HD Metal C 40 130 110 05 129 140 105 90 I Ito or ribbed 60 120 110 00 110 130 100 85 bungle head 100 115 95 85 110 85 75 screw 05 75 Hardiplank 5 /18 12.00 Nn. 8 -111 x Through Min. No. 16 ga. 16 0 -15 130 100 120 150 110 90 1-5/8"1011U x Overlap x 3.62" x 1.375" 20 130 100 120 150 105 80 0.323' HD Mchl C_c1ud 40 120 90 inn 120 95 80 HiLo or ribbed 60 110 90 100 120 90 75 bungle head screw 100 100 85 75 - g5 75 - Hardiplank 5/16 4.00 No. 8 -18 x Through Min. No. 16 oa, 24 0 -15 150 150 130 150 150 150 120 1 -518" long x Overlap x 3.62" x 1.375" 20 150 140 134 150 150 140 120 0.323' HD Metal C - stud 40 150 130 120 150 150 130 110 HiLo or ribbed 60 150 1:10 110 140 150 120 110 bungle head 100 140 110 119 135 105 90 screw 105 90 Hardiplank 5/16 6.00 No. 8-18 x Through Min. No. 16 g8. 24 0 - 15 150 130 140 150 120 100 • 1-6/8" long x OvorIap x 3.62" x 1.375" 20 150 130 130 150 120 100 0.323" ND Metal C - stud 40 150 110 0 120 140 110 95 HiLo or ribbed 60 140 105 115 130 100 90 hunch henrl screw 100 130 100 85 75 110 85 75 Hardiplank 5/16 E3_25 No 8 -18 x I hrough Min. No_ 16 ga. 24 0 -15 150 120 135 150 150 100 1-5/8" long x Overlap x 3.62" x 1.375" 20 150 110 130 160 140 95 0.323' HD Metal C -stud 40 130 105 120 141) 130 91) HiLo or ribbed 60 120 100 110 130 120 85 bungle head 100 110 96 110 85 75 :x-rrw 85 70 Hardiplank 5/16 7.50 No. 8 -18 x Through Min. No. 16 ga. 24 ) - 15 14Q 110 120 150 110 90 1 -5 /6" long x Overlap x 3.62" x 1.315" 20 1.30 100 120 150 105 90 0.323" HD Metal C -stud 40 120 95 CO 110 130 95 80 HiLo or ribbed 60 110 20 100 120 90 60 bungle head screw 100 100 90 80 70 115 80 70 Hardiplank 5/16 6.00 No. 8-15 x Through Min. No. 16 go. 24 C 15 1 105 1 88 PE 1 120 150 110 40 1 -5/8" long * Overlap x 3.62" x 1.375" 20 1 100 115 150 105 85 0.323" HD Metal C -5ru(1 40 1 95 105 130 96 80 HiLo or ribbed 6D 1 90 100 120 90 75 bungle head 100 1 85 95 75 Sr5fW 75 - 87/02/01 11:57:52 InfoPress -> 208 529 9299 InfoPress Page 021 Page 20 of 32 Tabia 2b - Report No. NER -405 li (in.) • Fastener Height `y +r°'"r Standard BOC/1 Na anal ': Product Fastener Spacing Frame g i of 61 Building Code Building Code Building Code Type Thick. Wudth Type (In.) Type (ft)� B C D c 60 ft C 0 B C 0 HardIplank 5116 8.25 No. 8 -18 x I hrough Min. No. 16 ga. 0 -15 130 100 120 150 105 90 1.518" tktng"x Overlap x 3 62" x 1.375" 20 130 100 115 150 105 85 0.323" HD Metal C - stud 40 120 90 105 120 90 80 HiLo or ribbed 60 110 90 100 115 85 75 bungle head 100 100 85 95 75 - screw 75 - Hardiplank 5116 9.50 No. 8 -15 x Through Min. No. 16 ga. 0 -15 85 80 110 140 100 80 1 -5 /8" long k Overlap x 3,62" x 1.3/5" 20 90 80 105 140 95 110 0.323" HD Metal C -stud 40 85 75 95 120 95 75 HILo or dbbed 60 80 70 90 110 80 70 bungle head 100 90 70 90 70 - screw 70 - I 5/10 12.00 No. 8 x Tluuuyh Min. Nu. 16 ya. 0.15 115 80 70 100 130 90 70 1.518 Tong " overlap x 3.62" x 1.375" 20 110 50 70 95 120 55 70 9,323" HD Metal C -stud 40 96' 75 70 85 100 75 - Hilu or ribbed 60 90 70 - 80 95 70 - bungle head • 100 60 70 - 80 - - Strew - - Hardiplank 5/16 4.0D No. 11 ga. Through 2 x 4 16 0 -15 150 150 150 150 150 1 -1/4" long top edge wood 20 160 150 160 130 150 Gary. roofing of plank 40 150 150 150 180 150 nail 60 150 159 150 150 150 100 150 150 140 120 140 120 Hardiplank 5/15 6.00 No. 11 ga. Through 2 x 4 16 0 -15 150 160 130 150 150 130 1 -1/1" long tap edge wood . 20 150 150 130 150 150 120 gal /. roofing of plank 40 150 140 120 150 130 115 nail 60 150 130 12Q 140 130 110 100 150 120 110 110 95 110 95 Hardiplank 5/16 625 No. 11 ga. Through 2 x 4 16 0 -15 150 150 130 150 150 150 120 1.1/4" Inn° top edge wnnd 70 150 141) 120 150 150 140 129 gals. roofing of plank 40 150 130 120 150 150 130 110 nail 60 150 130 110 140 160 120 110 100 140 120 110 100 95 135 100 95 Hardiplank 5/18 7i50 No. 11 ga. Through 2 x 4 16 0 -15 150 130 115 150 150 130 110 1 -1/4" long top edge wood 20 150 130 110 140 150 130 110 gals. roofing of plank 40 150 120 110 135 150 120 100 nail 60 140 115 105 125 150 110 95 100 130 110 100 95 35 120 95 85 Hardiplank 5/16 8;00 No. 11 ga- I hrough 2 x 4 15 0 -15 150 130 110 150 150 130 105 1 -1/4" long top edge wood 20 150 120 110 140 150 120 100 gals. roofing of plank 40 140 115 100 130 15D 115 95 nail 60 130 110 100 120 140 110 95 100 120 110 95 90 80 115 90 80 Hdidiplarik 5 /16 8,25 Nu. 11 yd. Tluuuyh 2.4 10 0-13 130 120 110 140 150 130 105 1 -1/4" Tong top edge wood 20 150 120 105 140 150 120 105 galy, roofing of plank 40 140 110 100 125 150 110 95 nail 60 130 110 100 120 140 105 90 100 120 100 95 90 130 115 90 110 Hardiplank 5116 0;50 No. 11 ga. Through 2 x 4 16 110 100 130 150 120 100 1-1/4" long lop edge wood 110 100 130 15D 115 95 gely. roofing of plank 100 90 115 140 100 90 nail 100 90 110 130 100 85 95 90 00 70 105 90 70 Hardiplank 5/10 12.00 No. 11 30. Through 2 x 4 16 0 -15 130 100 115 150 105 85 1.1/4!' long top edge wood 20 120 100 110 140 100 80 • 1ordv rnnfing of plank 40 110 90 100 120 95 75 nail 50 110 80 95 110 85 75 100 100 80 75 - 90 75 - . �.-.� -- - -.-vw• Y . -"Ir1V * V V . M Maximum Basic Wind Speed (Mph) for Exposure Calayory Pmrliu"t CO a oc00lO W CO eC<Oh 07/82/81 11:58:34 InfoPress -> 288 529 9299 InfoPress Page H22 Report No. NER •405 Page 21 of 32 Product Type Product (in,) Fastener S ( Spacing ) Fram 1 ype' stud S p aci ng (rn.) Height of Bldg (11) Maximum Banc Wind Speed (Mph) for Exposure ry Uniform Buildtn i Code Standard Building Code BOCA National Bu //ding Code Thick. Width Fastener Type B C D < 6O It C D B C D Hardiplank 5 /10 4:00 No, 11 ga. Through 2 = 4 24 0-15 150 150 140 150 1N 150 130 1-1/4 top edge wood 20 160 150 140 150 150 150 130 gals. rooting of plank 40 150 150 130 150 150 140 120 Hall 60 150 140 130 150 150 140 120 100 150 130 120 115 105 150 115 105 Hardiplank 5/16 500 No. 11 ga. Through 2 x 4 24 0 -15 150 120 110 140 150 130 106 1 -1/4 long tap edge wood 20 150 120 105 140 150 120 105 gals_ roofing of plank 40 140 110 100 125 150 110 95 nail 60 130 110 100 115 140 105 90 100 120 100 100 90 80 110 90 80 1 Irdiptank 5116 6;75 No 11 ga. Through 2 x 4 24 0 -15 150 120 110 150 125 1 -1/4" long top edge wood 20 It 150 120 100 150 120 gals. roofing of plank 49 130 110 100 N 150 110 nail 80 120 95 130 105 _ 100 12 90 05 80 110 85 Hardiplank 5/18 • 7;50 No. 11 ga. Through 2 it 4 24 0 140 110 95 120 150 115 90 1 -1/4" long top edge wood 20 140 105 90 120 150 110 90 galv rnnfin9 of plank 40 170 100 A0 110 130 100 80 nail 60 120 95 85 100 120 95 80 100 110 90 70 90 70 100 80 70 Hardiplank 5116 9.00 No. 11 ga. Through 2 x 4 24 5 130 100 90 150 110 90 1 -1 /4" long top edge wood 20 130 100 90 150 105 80 scaly. roofing of plank 40 120 95 80 0 O 120 95 80 nail 60 120 95 80 110 90 75 D 110 90 70 90 - 95 90 - Hardiplank 5/16 825 No. 11 ga, Through 2 = 4 24 5 130 100 120 100 110 1 -1/4 tong top edge wood z0 130 100 • . 106 gals. rooting of plank 40 120 95 0 CO 100 120 •. 130 nail 60 110 95 95 11U 90 /5 100 100 90 75 90 70 Hardiplank 5/16 9 ;50 No. 11 ga. rhraugh 2 x 4 24 0 -15 120 80 110 140 100 80 1 -1/4" luny cup edge wuud 20 120 00 105 100 90 75 g *Iv. r'oofirlg of plank 40 110 70 95 115 85 70 nail 60 100 70 90 105 50 70 100 95 ti 70 70 - 85 70 - Hardiplank 5/16 12.00 No. 11 ga. Through 2 = 4 24 i 110 70 90 120 70 1 1/4" long top odgo wood 20 110 70 90 120 7D gals. roofing of plank 40 100 70 80 105 - nail GO 00 - 80 00 1 80 - - 80 - Hardiplank 5/16 4 :00 0.089' shank x Through 2 x 4 18 i 150 115 100 130 150 120 95 0 721" overlap 90 140 110 P5 125 150 110 95 HD = 2" long 40 130 105 00 115 140 100 90 gals. siding null 60 120 100 90 110 130 95 85 100 110 90 85 80 „1 105 80 70 Hardiplank 5/16 8;0O 0.089" shank = Through 2 x 4 18 0 -15 120 85 110 140 80 0.221" overlap 20 120 80 100 130 70 HD x 2" long 40 105 0 CO 75 90 110 70 gals. aiding nail 60 100 70 90 105 70 100 90 70 - 90 - I ti/1U (4;:t U,U09' shank x I hrougn x = 4 1t1 0 -15 120 80 100 140 70 0,221" overlap 20 106 80 100 130 70 HO x 2" long 40 1115 /0 `JU 110 0 oo 70 galv. siding nail 60 95 70 85 105 - 100 90 - - 90 - Herdiplenk 5/16 7:50 0.080" ahenk x Through 2 " 4 16 0 -15 ' 1 0 CI 90 70 DO 120 95 70 0.221" overlap 20 80 70 90 120 80 70 HO = 2" lung 40 7'S - 00 100 75 galv. siding nail 60 70 80 95 70 - '100 70 - - - 75 • - e7 /02 /01 11:59:15 InfoPress —> 288 529 9299 InfoPress Page 823 Rage 22 of 32 Report No. NER -405 • - �� -� +-� ...asnarnvm •...., 13 rG• • Maximum Basic Wind Speed (Mph) for Exposure Category Product Type Product (In.), Fastener Fastvrlrr Spacing Frame Stud Spacing Helghi of Bldg Uniform Building Coale Building o Buifding Code d�GA National Building Code Thi4k. Whim Type (iri.) Typo' (In.) (ft) B G D c 60 ft C 0 B C D Hardiplank 5116 8;00 0.080" shank x Through 2 u 4 16 0 - 15 100 BO 70 90 120 80 70 13.2217 11D overlap 20 100 80 70 90 115 80 • x 2" long 40 90 70 - 80 100 70 • • gale. siding nail 00 80 70 - 75 90 70 - 100 75 - - - - !0 Hardiplank 5/16 125 • 0.089" shank x 0.221" Through overlap 2 x 4 16 0 - 15 20 100 100 80 80 70 70 90 00 120 110 80 • HD x 2" Tung 40 00 70 • 80 100 80 70 gals. siding nail 00 80 70 - 75 90 70 - 100 75 - - - - TO - - Hardipiank 511$ 960 0,089" shank x 0.221" Through 2 x 4 16 0-15 100 70 • 80 110 75 HO x 2" long overlap 20 40 90 80 70 - - - 80 75 105 90 70 - gall/. siding nail 60 80 - - 70 85 - - --- 100 70' - - - Hardiplank 5/16 12.00 0.089" shank x Through 2 x 4 16 0 - 15 90 70 100 70 • 0.221" overlap 20 80 - - 70 90 - - HD x 2" long 40 70 • • - 80 - - galy_ aiding nail 80 70 - - - 70 - - 1nn . - - - - - - - - HardIplank 5118 4100 0,089" shank x Through 2 x 4 24 0 -15 120 90 60 110 140 95 80 0. 221" overlap 20 120 , 90 80 105 1;1U 90 i5 HD x 2" long 40 105 85 75 90 110 85 70 gals. siding nail • 00 100 80 70 90 105 80 70 - —.. 100 90 75 - - - 90 - - Hardiplank 5116 6 :00 0.089" shank x Through 2 x 4 24 0 - 15 100 70 - 90 115 80 - 0.221" umiak, 20 90 70 - 85 110 70 - HD x 2" long 40 85 70 - 75 90 70 - gaiv. siding nail 80 80 - - 70 85 - - 100 70 - - - - 70 - - Hardiplank 5/16 6:25 0.089" shank x Through 2 x 4 24 0 -15 100 70 - 85 110 75 - 0,221" overlap 20 00 70 80 106 70 HD x r long yaly. a idiuy nail 40 80 85 80 - - 75 70 00 00 - - 100 70 - - - 70 - - Hardiplank 5/16 750 0.089' shank x Through 2 x 4 24 0 -15 90 70 - 80 105 70 - 0.221" overlap 20 85 70 - 75 Inn 7n - HD Y 2" long 40 90 - - 70 85 gals. aiding nail 60 70 - - - 80 - - 100 70 - - - - - - I lardiplank 5/16 0 00 0.089" shank x Through 2 x 4 24 0 -15 80 - - 70 100 0.221' overlap 20 80 - - 70 90 - - HD x 2" long 40 75 - - 80 gals. siding nail 80 70 • - - 70 - - 100 - - - • • - - - I lardiplank 5/10 0 25 0.089" shank x Through 2 x 4 24 0-15 80 - - ft) 100 - - 0.221" overlap 20 80 - - 70 90 HD r 2" long 40 75 - - - 80 - - paly. siding nail BO 70 - - - 70 - 100 - - - - - - - - Huidiplunk 5, 9;50 0,089" shank x Thruuyh 2 n 4 24 0-10 80 - - 70 90 - - 0.221" overlap 20 70 - - - BO - - galy. HD x 2" tong siding nail 40 B0 - - - - - - - 70 TO - - - 1UU • - _ _ - _ _ Hardiplank 5/16 12.00 0.089" shank x Through 2 x 4 24 0 -15 70 - - - 80 0.221' overlap 20 - - - - 80 - - HD " 2" lone 40 - - galv. siding nail 80 - _ 100 - - - - 87/82/81 11:59:56 InfoPress-> 288 529 9299 InfoPress Page 824 Report No. NER -405 Page 23 of 32 07/02/01 12:8H:32 InfoPress -> 208 529 9299 InfoPress Page 025 Page 24 of 32 0 90 8C 71 70 - Product Type Hardiplank Hardiplank I-lordiplank Hardiplank Thick. 5/16 5/10 5/16 5/16 • produrl (in.) width 4.0U 0.00 6.25 Fastener Type 0.093 shank x 0.222:' HD x 2" long galv. siding nail 0.093" shank 0.222" HD x 2" Tong gals. siding nail 0,093" shank x 0.222" I ID >< 2" long galv. siding nail 7.50 0.093" shank x 0.222' HD x 2' long galv, siding nail Fastener Spacing (in.) through top edge of plank Thruugli top edge of plank Through top edge of plank Through top edge of plank Table 2b. MAXIMUM WIND SPEED Frame T 1x 2 ;4 2x4 2x4 Stud Spacing (I 16 16 16 Height or slag ( ft) 0 -15 20 40 60 100 0.15 20 40 e7 i of 100 0.15 20 40 60 110 110 95 90 1 When) Building Code B C D 150 150 140 140 125 130 120 110 100 91 12 12 10 100 90 130 120 115 110 100 100 95 90 Bo BO 75 R5 80 80 75 110 110 100 100 95 80 80 80 76 70 80 80 75 70 70 75 70 70 161 141 131 120 110 110 100 90 110 100 95 90 Inn 95 85 80 R(andarrt Budding Cafe Report No. NER -405 Maximum Basic Wind Speed (Mph) for Exposure Category 81)CA NAfinnRl Building Code t3 150 150 150 140 110 140 130 e 130 130 115 110 90 100 95 93 85 (5 100 95 86 70 70 90 85 80 70 0 110 105 100 95 50 DO 60 75 7U 80 75 70 70 70 70 ivu vv f - . Hardiplank , 5(16 8.00 0.093" shank x 0.222" Through 2 x 4 16 0-15 80 70 120 85 70 1-10 x 7' IhrrO top edge nt plank 20 40 O 8 O 80 75 70 as m CO 115 80 75 70 gaIv. siding nail 80 70 - yU 70 - 100 - - - - 80 . - - Hardiplank 5(16 8.25 0.093" shank x 0.222" Through 2 x 4 16 0 -15 80 70 90 120 80 70 HD top edge 20 80 - 90 115 801 x 2" long of plank 40 75 - 80 100 70 galv. siding nail 60 75 • 75 90 70 - 100 - - BO - - Hardiplank 5(16 9.50 0.093" shank x Through 2 x 4 16 0 - 15 100 75 80 110 80 - 0.2 2" HD top edge 20 90 70 80 110 75 x 2" long of plank 40 80 70 90 70 galv. siding nail 60 80 70 80 • - 100 70 - - - - Hardiplank 5(16 12,00 0.093" shank x 0.222" Through top edge 2 x 4 16 0 -15 20 - - 70 70 70 HD A Z' Tong of plank 40 u7 - C --- ...... -...- _. Hardiplank 5/16 galy. siding nail 'through 00 100 - - • - - . - - 4.00 0.093" shank x � 2 x 4 24 0 -15 140 105 95 120 150 110 0-222" HD x top edge 20 130 100 90 115 150 105 2" Tung of plank 40 120 95 85 105 130 95 gals_ aiding nail GO 115 90 80 100 120 00 100 105 85 80 75 - 95 75 Hardiplank 5/16 6. 0.093" shank x 0 777" HD x 2" long Through tnn rdon 2 x 4 24 0 -15 7n 100 ton 70 - 120 110 100 90 75 '188 - of plank 40 90 - C1 gatv.:iding nail 60 85 - 100 75 Hardiplank 5/16 6 '25 0.093" shank x 0.222" Through 2 x 4 24 0 -15 100 80 70 90 12U fU r HO x long top edge 20 100 75 - 85 110 70 2" of plank 40 90 70 - 80 95 • galv, siding nail 60 85 - 75 R5 100 75 - - - - 70 Nardiplank 5/18 7.60 0.093" *hunk A Through 2 x 4 24 0 - 13 90 70 - 00 100 70 0.222" HD x 2" 'Ong top edge Of plank 20 40 90 50 - - - - 75 70 100 85 70 galv. siding nail 60 70 - - 75 - 1UU - - - - - - - 07/02/01 12:8H:32 InfoPress -> 208 529 9299 InfoPress Page 025 Page 24 of 32 0 90 8C 71 70 - Product Type Hardiplank Hardiplank I-lordiplank Hardiplank Thick. 5/16 5/10 5/16 5/16 • produrl (in.) width 4.0U 0.00 6.25 Fastener Type 0.093 shank x 0.222:' HD x 2" long galv. siding nail 0.093" shank 0.222" HD x 2" Tong gals. siding nail 0,093" shank x 0.222" I ID >< 2" long galv. siding nail 7.50 0.093" shank x 0.222' HD x 2' long galv, siding nail Fastener Spacing (in.) through top edge of plank Thruugli top edge of plank Through top edge of plank Through top edge of plank Table 2b. MAXIMUM WIND SPEED Frame T 1x 2 ;4 2x4 2x4 Stud Spacing (I 16 16 16 Height or slag ( ft) 0 -15 20 40 60 100 0.15 20 40 e7 i of 100 0.15 20 40 60 110 110 95 90 1 When) Building Code B C D 150 150 140 140 125 130 120 110 100 91 12 12 10 100 90 130 120 115 110 100 100 95 90 Bo BO 75 R5 80 80 75 110 110 100 100 95 80 80 80 76 70 80 80 75 70 70 75 70 70 161 141 131 120 110 110 100 90 110 100 95 90 Inn 95 85 80 R(andarrt Budding Cafe Report No. NER -405 Maximum Basic Wind Speed (Mph) for Exposure Category 81)CA NAfinnRl Building Code t3 150 150 150 140 110 140 130 e 130 130 115 110 90 100 95 93 85 (5 100 95 86 70 70 90 85 80 70 0 110 105 100 95 50 DO 60 75 7U 80 75 70 70 70 70 Product Type pmdiut (in) : Fastener Fastener Spacing (in.) Frame Type' Stud Spun (in) Height of Bldg (ft) Maximum Banc Wind Category Speed (Mph) for Exposure Drill= Building Code Standard Building Code BOCA National Building Code Thick. Width Type B G 13 -t au tt C; u 6 C D Hardlplank b/1tl a:00 0.093" shank x Through 2 x 4 24 0 -15 90 80 100 70 - 0.222 - top edge 20 85 - • 75 100 70 - HD x 2" long of plank 40 75 - - 710 80 - - gale, siding nail 60 70 • - 75 - - 100 - - - - - - - Hui sJiplank 6/10 8.25 0,093" shank K Through 2 u 4 24 0 -15 85 70 100 70 - 0.222" top edge 20 85 - - 70 95 - - HD x 2" long of plank 40 10 - - - 85 - - galv.. siding nail 60 70 - - - 75 - - 100 - • - - - - - - Hardiplank 6/16 0;60 0.093" shank Y Through 2 Y 4 24 0 -15 1 711 0.222" top edge 20 J - 70 - - I ID x 2" long of plank 40 - - _ - gaty. siding nail 80 - - - - 100 - _ - Hardiplank 5/16 12 nn n nos shank x Through 2 x 4 24 0-15 - 70 0.222" Gap edge 20 - - - - 80 - - HD y 2" long of plank 40 - - - - - - - gals. siding nail 50 - - - - - - 100 - - - - - - - - Hardiplank 5/16 9L50 0.091" shank, Face 7/16" thick APA - 0 -15 100 BO - I ao3�ti' 115 8u - 0.221" HD, nailed rated OS6 20 95 75 • 110 75 - 1.5" Tong through sneathing or 40 85 70 - - 90 70 - corrosion the equivalent solid 60 80 - - - 85 - - resistant nail overlap a 12" 0,0 sheathing 100 70 - . - - 70 07/02/81 12:01:11 InfoPress -> 200 529 9299 InfoPress Page 026 Report No. NER -405 Table 2b — N n t as to T ahIa 7.h: 1. Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise rioted Page 25 0132 07/02/01 12:01:35 Page 26 of 32 Product Type Hardiflex Hardisoffit Hardipanel liaiUirlex Hardisotflt Hardlbacker Titan Hardipanel Hardiflex Harditex Hardibacker Titan Shiplap Shiplap Shiplap Hardipanel Hardiflex Hardipanel Iardifex Table 3 SHEAR VALUES ALLOWABLE LOADS IN POUNDS PER LINEAL •= NEAL FOOT FOR PANEL SHEAR WALLS' Pr uduvt Thickness (inch) 3/16 Hardipanel 1/4 Hardiflex Harcipanel 1/4 Hardiflex Harditex Hardlbacker Titan Hardipanel 1/4 Hardiflex Harditex Hardlbacker Titan 1/4 Shiplap 5/16 Shiplap 5/16 Shiplap 5/16 5/16 5/16 5/16 I lardipanel 5/16 Hardiflex Hardipanel 5/16 Hardiflex Hardipanel 5/16 Hardiflex Hardlpencl 5/16 Hardiflex 5/16 0.091 in. shank, 0.225 in. HD, 1.5 in. 5/16 1/4 1/4 Hardipanel 5/16 Hardiflex hardipanel 5116 Hardiflex I of oPress — > Fastener Type 4d common 1 -1/2 in. long 4d common 1 -1/2 in. long 0.086 in. x 1 -3 /B in. long gypsum wall board nail 6d nnmmon 2 in. Inng No. 11 ga. 1-1/4 In. long galvanized roofing nail No. 11 ga 1-1/4 In. long galvanized rnnfing nail No. 11 ga. 1-1/4 in. long galvanized roofing nall 0.092 in. shank, 0.225 In. HD, 2 in. long ring ahank nail 0,0921n. shank, 0.225 in. HD. 2 in. long ring shank nail U U92 In. shank, 0225 in. HD. 2 in long ring shank nail 0.092 in. shank, 0.225 in. HD, 2 in. long ring shank nail U.092 in. shank, 0.225 in. HD, 2 in. Tong ring shank nail 0,092 in. shank. 0.226 in. HD. 2 in. long ring shank nail long ring „hank nail 4d common 1 -1/2 in. Tong 6d common 2 in. long 6c1 common 2 in. long 6d common 2 In. long 6d common 2 in. long 6d common 2 in long bid common 2 In. long 208 529 9299 InfoPress Page 027 Fastener Spacing (inch) 6 0 6 6 6 4 edge 12 field 3 edge 6 field 3 edge 8 field 4 edge 8 field 5 edge 8 field 6 edge 5 rim 7 edge 8 field 4 edge 8 field 6 edge 12 field 6 edge 12 field 4 2x4wood' Report No. NER.405 Stud $hrar Frame Spacing Value Types (inch) (pif) 2x 4 Wood" 16 14b 2 x 4 wood' 16 & 24 120 2 x 4 wood 16 & 24 140 2x4wnnd 16 190 2 x 4 wood' 16 &24 180 2x4wood 18&24 265 2 x 4 wood 5 16 & 24 295 w/48 in. mid- height block 2Y4 wood " 2x4wood' 2x4 wood " 2 ° 2x4wood° Sedge 2x4 16 8 field 2x4wood 16 16 2x4wood 16 &24 120 2 x 4 wood ' 2x4wood 2 x 4WO0d ° 2x4wcod 2 x 4 wood 16 24 1 6 24 16 16 16 1l• 16 268 238 208 179 149 110 198 200 153 233 212 157 24 145 Product • i ype Product Thickness (Inch) Fastener Type Fastener Spacing (Inch) Frame Types Stud Spacing (inch) Shear Value (PH) Hardipanel Hardifiex Harditex Hardibacker 5 /16 No. 11 ga. 1 -1/2 In. long galvanized roofing nail 6 2 x 4 wood 16 200 Hardipanel Harditlex Harditex Hardibacker " 5116 No. 11 ga. 1 -1f2 in. long galvanized roofing nail 4 edge 12 field 2 x 4 wood 16 280 Hardlpanel Hardifiex Harditex Hardibacker 5/16 No. 11 ga. 1 -1/2 in. long galvanized roofing nail 3 edge 6 field 2 x 4 wood w /48 in. mid- height Klock 16 340 Hardifiex Hardipanel Harditex Hardibacker Titan 7/16 . No. 11 ga, 1 -3/4 in, long galvanized roofing nail - 6 2 x 4 wood 16 280 Hardifiex Hardlsoffit 3/16 Min. No. 8 -18, 1 in. long x 0.323 In. HD Hi -Lo® S® or S.I2TM ribbed ht rt screws 6 Min. No. 20 go, x 3 -5/8 In. x 1.:3/R in metal C -stud 16 140 Hardlpanel Hardiflex Harditex Hardibacker Titan 1/4 Min. No. 8-18, 1 in. long k 0.323 in. HO Hi -Lo® S or 5-12n ribbed buglehead screws 6 Min. No. 20 ga. x 3 -5/8 in. x 1 -3/8 in. metal C -stud 16 & 24 125' Hardipanel Hordiflex Harditex i lardibaeker 5/16 Min. No. 8 -18. 1 in. long x 0.323 in. HD Hi -Lo® 50 or S -12TH ribbed buglehead screws 6 Min. No. 20 go x 3-5/8 in x 1 -3/8 in, metal C -stud 16 160 Hardipanel Hardifiex Harditex Hardibacker Than 7/16 Min. No. 8 -18, 1 in. king x 0.311 in. HD Ili-1.060 Sbb or S-12 ribbed buglehead screws 6 Min. No. 20 ga. x 3-5/8 in. xi-3/8 in. metal C -stud 16 162 Hardipanel Hardiflex I larditex 6/16 ET & F 1 -1/2 in. long x 0.10" knurled shank x 0.25" HD pin fastener (A10,110O- 0150NA) 4 edge 8 field Min. No 70 ga. x 3 -5/8 in. x 1-3/8 in. metal C -stud Min. No. 20 ga. x 3.5/8 in, x 1 -3/8 in. metal C -stud in 154 Hardipanel Hardiflcx Harditex 5/16 ET & F 1 -1/2 in. long x 0.10' knurled shank x 0.25" HD pin fastener (AKN100- 015ONA) 4 edge 8 field 24 133 67/02/91 12:82:86 InfoPress — > 208 529 9299 InfoPress Page 628 Report No. HER-400 Table 3 SHEAR VALUES ALLOWABLE LOADS IN PO UNDS t'tK LINF_A FUU l' NUR PANEL SHEAR WALLS` Page 27 of 32 1 . A ll board edgee shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2. The imaxirnum lit;iyht- tu- lcogLI ratio for cutislructioir in (Iris Table is 2,1, 3. Values are for spades of wood having a specific gravity of 0.36 or greater, 4. Values are for species of wood having a specific gravity of 0.40 or greater. 5. Values are for species of wood having a specific gravity of 0,42 or greater, unless otherwise noted. 6. Under the Uniform Building Code, these steel - framed assemblies are limited to wind load resistance only 7 f inch = 764mm 14 fig N/m Product Thickness (Inch) Penneance (perms) 1/4 1.75 5/16 1.54 3/8 • 1.32 7/16 1.10 n arm - - rc - VALUts hull FIBER-CEMENT PRODUCTS Prod Tltihkiwee . (inch) Thermal Conductivity' K,,, = Btulhr =ft` - °F Thermal Resistance' R =1/Koff ... Actual Thermal Conductivity' Ku) Actual Thermal 1 Resistance' (R) 1/4 _ 1.95 0.51 7.80 0,13 . 511 b 2.07 2.18 0.48 0.46 6.62 5.81 0.15 0.17 3/8 7/16 2.30 0.4.4 5.26 0.19 87/82/81 12:82:37 InfoPress - > 208 529 9299 InfoPress Page 829 Page 28 of 32 N o t es to T able 1. Based on 1 inch of panel thickness. 2. Actual value forpanel thickness Shown. 3. 1 inch = 25.4 mm. 1 Btu/h- ft - °F = 5.678 W /m -K Table 4 Table 5 PERMEANCE VALUES FOR FIBER - C EMENT P 1 inch = 25.4 mm, 1 perm = 57 mg /(s ■m Report No. NER -4O5 Sheathing Type Fastener Type Weather Exposure and Fastener Location Height of Building I Exposure Category 3 C Minimum 15/32 inch thick plywgtld complying with DOC PS 1 -95 Min. 0.121 in. shank x 0.371 in. HD x 1 in. long corrosion resistant roofing nail 8 inch exposure 2 roofing nails 9 inches from butt edge 0 -15 20 40 60 60 100 200 110 110 10 10 80 70 95 80 80 79 7 inch exposure 2 roofing nails 8 inCh9S from butt edge 0-15 20 20 40 t30 100 200 110 110 110 110 95 80 1 105 95 90 75 70 6 inch exposure 2 roofing nails 7 inches From buts edge 0.15 20 40 • 60 1UU 200 110 110 110 110 105 90 T ' OG if) Q rr0 � r r r r Sheathing type Fastener Type Weather Exposure and Fastener Location Height of Building (feet) r Cxposure Category B C Minimum 15132 thick plywood complying with PS 1 -95 inch DOG Min. 0.121 in. shank x 0.371 in, 1 x 1 -114 In, long corrosion resistant roofing nail • 8 inch exposure 2 roofing nails 9 inches from butt edge 0 -20 40 60 100 200 110 100 95 90 80 7 Inch exposure 2 roofing nails 0 inches from butt edge 0 - 20 40 60 100 200 0 0 0 U L 105 95 90 05 80 6 inch exposure 2 roofing nails 7 Inches from butt edge 0 -20 40 60 100 200 110 110 110 110 100 110 105 1 00 95 90 07/6Z/01 12:02:53 InfoPress -> 288 529 9294 InfoPress Page 038 Report No. NER -405 Table 6A BOCA National Building Code, ALLOWABLE BASIC WIND SPEEDS (MILE PER HOUR) FOR HARDIE® SHINGLESI CLADDING EXTE FINIS Table 66 SBCCI - 1999 Standard Building Code ALLOWABLE GAS C WIND SPEEDS (MILES PER HOUR) FOR HARDIE® SHINGLESIDE® CLADDING EXTERIOR WALL FINISH Sheathing Type Minimiim 15/;i2 inch thick plywood complying with DOC P5 1 -95 Fastener Type Min n 121 in shank x 0.371 in. HD x 1 -1/4 in. tong corrosion resistant roofing nail Weather Exposure and Fastener Location Height of Building (foot) Coastal 105 100 90 85 110 100 95 8 inch exposure 2 rooting. nails 9 'inches from butt edge 7 inch exposure 2 roofing nails 8 inches from butt edge 6 inch exposure 2 roofing nails 7 inches from butt edge 0 -15 20 40 60 0 -20 l0 60 0 -60 100 200 Exposure Category Standard 105 100 90 65 110 100 90 110 75 70 110 75 70 Table 6C ICBO - 1997 Uniform Building Code ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HAROIEIBI SHINGLESIDEQU CLADDIN EXTERIOR WA LL FINISI N otes Lu Tdbi BA, BB end BC: 1. Table values are based on an importance factor of 1.0 2. 1 foul - 305 01111, 1 inch - 25.4 nun, 1 rnpli - 1.6 kuilh Page 29 of 32 Sheathing Type Fastener Type - - - Weather Exposure and Fastener Location L FINISk Height of Building (feet) exposure Category B C Minimum 7/16 thick 058 sheathing complying with PS 2 -y5 inch pOC Min. 0 -091 in. shank x 0.221 In. HO x 1 -'1/2 in. long corrosion r esist ant sidin nil siding a 8 inch exposure 2 siding nails 9 inches fmm hurt edge 0 -15 20 40 60 100 100 90 85 80 70 hI+ 7 inch exposure 2 siding nail 0 inrhas fro m huff ar10P, 0-15 2 15 20 40 60 100 200 110 110 100 85 85 70 G 1[iOuTO WG eQ 1—h 6 inch exposure 2 siding nails 7 inrhPs frnm iv rtt PdgP 0 -20 40 60 100 200 110 110 105 80 70 95 85 80 —� - -- -- -- - -- _..... _■••. -.W s/r r.AJ GA r mrui.on, rrP LL rrn iOln Sheathing type er Fasten Typo Weather Exposure and Fastener L imi Height of Building (feet) Exposure Category Standard Coastal Minimum 7/16 inch thick 0813 shrathing complying with DOC- PS 2 -95 Min. 0.091 in. shank x 0.221 in. HD 1 -119 in long corrosion resistant siding nail 8 inch exposure 2 siding nails 9 inches from butt edge 0-20 40 60 85 75 70 85 75 70 7 inch exposure 2 sidin0 Haile 8 inches from butt edge ....... 6 inch exposure 2 siding nails 7 inches from butt edge 0-'I5 20 40 60 100 95 83 80 100 95 85 90 0-20 40 60 100 110 105 100 70 110 105 100 70 07/82/81 12:83:25 InfoPress -> 208 529 9299 Inf -D - - -- Page 831 Page 30 of 32 Sheathing Type Minimum 7/18 inch thick MB sheathing complying with DOC- PS 2 -95 Table 7A ALLOWABLE BAS SPEED (MILES PER HOUR) HARDIN1 SHINGLESI1760 CLADDING EXTERIOR WALL FINISH Fastener Type Min. 0.091 in. shank x 0.221 in- HD x 1 -1/2 in. long corrosion ieaislstril skiilry hail , aria 7V: 1. Table values are based on an importance factor of 1.0 2. 1 foot = 305 trim, 1 inch = 25.4 mm, 1 mph = 1.6 km /h Weather Exposure and Fastener Location 8 inch exposure 2 aiding nails 9 inches from butt edge 7 inch exposure 2 siding nails 8 inches from butt edge 6 inch axl)osuln 2 siding nails 7 inattitS hunt bull ridge, Height of Building (feel) 0-15 20 40 60 0 - 20 40 60 0 -15 20 40 60 100 Table TO SBCCI - 1999 Standard Building Code ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR Table 7C ICBO - 1997 Uniform Building Code ALLOWABLE GAS C WIND SPEEDS (MILES PER HOUR) FOR HARDIEM S HIN[�LES ----.- (`LADDIN[` E]tTER1AR WAL Report No. NER -405 Exposure Category B C 110 110 90 85 110 110 105 100 110 110 110 110 85 75 75 70 90 85 00 75 100 95 90 80 70 200 87/02/01 12:83:56 Report No. NER - 4015 InfoPress — > 208 529 9299 InfoPress Table 8A BOCA National Building Code/1999 ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDIE® SHINGLESIDE® CLADDING EXTERIOR WALL FINISH Sheathing Type Minimum 7/16 inch thick OSB sheathing complying with DOC- HS 2 - 95 • Fastener Type NIYINY Min. 0.091 in. shank x 0.221 in. HD x 1- 1 /2 in. long corrosion resistant siding nail Weather Exposure and Fastener Location 8 in. exposure 3 siding nails per 12 in. wide, 9 in. from butt edge, 2 siding nails per 6 & 8 in. wide 7 in. exposure 3 siding nails per 12 in. wide, fi inches from butt edge, 2 siding nails per 6 & 6 in, wide 6 in. exposure 3 siding nails per 12 in. wide, 7 inches from butt edge, 2 siding nails per G & 0 in. wide Height of Building (feet) 0 -15 20 40 60 100 C 90 de 75 7U 0 -15 20 40 60 1UU 200 0-20 40 60 100 200 B 110 110 100 90 75 110 110 110 110 9U 80 110 110 110 100 85 106 100 90 85 (I] 110 90 80 70 Sheathing Type Minimum 7/16 inch thick OSS sheathing complying with Doe -PS 2 -05 Notes to Tables BA. BB, and 8C: 1. Table values are based on an importance factor of 1.0 2. 1 foot = 305 mm 1 inch = 25.4 mm, 1 mph = 1.6 km /h Table SB ALLOWABLE BA f SIC W I N Standard EDS Building (MILES Coda R HOUR) FOR HARDIE® SHINGLESIDE® CLADDING EXTERIOR WALL FINISH Sheathing Tyre Minimum 7/16 inch thick 038 sheathing complying with DOC -P$ 2 -95 Fastener Type Min n n91 in hank r 0.221 in. HO x 1 -1/2 in, long corrosion resistant siding nail Weather Exposure and fastener Location 8 in. exposure 3 aiding nails por 12 In. wide, 9 in. from butt edge, 2 siding nails per 6 & 8 in. wide 7 in. exposure 3 siding nails per 121n. wide, 8 inches from butt edge, 2 siding nails per 6 & 8 in. wide 6 In. exposure 3 siding nails per 12 in. wide, 7 Inches from butt edge, 2 siding nails per 6 & 8 in. wide Height of Building (feet) 0-15 20 40 60 0 -15 20 40 60 0 -15 20 4n 60 100 Exposure Category Standard Coastal 100 95 85 80 110 1Ub 96 90 110 110 110 105 70 100 95 85 80 110 1U6 95 90 110 1 110 105 70 Table 8C Building Ica° - 1997 Uniform Code ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR FOR HARDIE® SHINGLESIDE® CLADDING EXTERIOR WALL FINISH Fastener Type Min. 0.091 in. shank x 0.221 in. HD x 1 -1/2 in, long corrosion resistant siding nail Weather Exposure and Fastener Location 8 in. exposure 3 aiding noila par 12 in. wide, 9 in. from butt edge, 2 siding nails par 0 A 0 in. wide 7 in. exposure 3 siding nails per 12 In. wide, 8 inches from butt edge, 2 siding n0itg per O & 8 ill, with 6 in. exposure 3 aiding lidiis eel 12 iri, wide, 7 inches trom butt edge, 2 siding nails per 6 & a In. wide Page 032 Page 31 of 32 Exposure Category Height of Exposure Category Building (feet) B C 0 -15 20 d0 GO 100 200 0.15 20 40 GO 100 200 0.15 20 40 60 100 200 110 85 110 80 100 75 90 70 80 70 70 110 110 110 105 110 100 110 95 100 00 90 75 110 110 110 105 110 100 110 95 105 90 95 85 87/82/81 12 :84:38 Page 32 of 32 Height of Building (feet) 0-15 20 40 60 100 Hardiplenk 6 -1/4 and 6 inch wide Hardiplank Exposure B 22.5 17.75 15.75 13.25 Exposure 14.25 13.25 11.5 10.5 9.25 InfaPress - > Table 9A &BCC! -1999 Standard Building Code Allowable Fastener Spacing (in.) Lap Siding fastened to ASTM C -80 Concrete Well Height of Building (feet) 0 -15 20 30 40 50 60 6.1/4 and 6 inch wide Hardiplank 18.25 18.5 14,75 13.5 12.75 12.25 7 -1/2 Inch wide l-Iardlpiank 11.6 13,25 11,75 10.75 10.25 9,75 8 -1/4 and 8 Inch wide Hardipiank 13.75 12.25 11 10.25 9.5 wide 9 9 -112 Inch liardpla�nk 11.5 10.5 9.25 8.5 8 7.5 Table 9B BOCA National Building Code/1999 Hardi plenk Lap l Slding i fasttin d to A$TM (in ) Table 0C ICBC -1997 Uniform Building Code Allowable Fastener Spacing (in.) I1ardlplanK Lap Siding fastened to ASTM C-90 Concrete Wall 7 - 1/2 inch wide Hardiplank Exposure B 19.25 18.0 14.25 12.75 10. Exposure C 11.25 10.5 9.25 8.5 7.5 288 529 9299 InfaPress Page 833 8 -1 /4 and 8 inch wide Hardiplank Exposure Exposure B C 15 16.75 13.5 11.75 9.75 10.5 9.75 8.5 R n 15.25 1425 11,25 10.0 0 8.25 Notes to Table 9A. 9B. and 9C: 1. Fasteners shall be ET &F Fastening Systems, Inc. Erica Stud nail, ET & F No. ASM- 144 -125, head dia, = 0.30 in., shank dia. * 0.14 in. 2. Maximum basil' wind speed shall be 110 mph. 3. Exposure Category C (for Table 9A). 4. 1 inch = 25.4 rain, 1 foul - 305 nine. Report No. NER -405 9 -1/2 inch wide Hardplank Exposure Exposure B C 9.n R.25 7.25 6.75 5.75 4 CAO Cooncrere wall Height of Building D (feet) 6.1/4 and 6 inch wide Hardiplank 7.112 inch wide Hardiplank 8.1/4 and 8 Inch wide Hardiplank 9 -1/2 Inch wide Hard lank p Expo Exposure Exposure sure Expo ure Exposure B Exposure C Exposure B Exposure C 0 -15 20 40 60 100 24.0 24.0 '21.0 17.75 14.0 15.0 13.75 11.25 10.0 8.75 24.0 23.0 16.75 14.25 11.25 12.0 11.0 9.0 8.0 7.0 _ 24.0 21.5 15.75 13.25 10,5 11.25 10.25 8.5 7.5 6.5 20.25 18.25 13.25 1125 8.75 ~ 9.5 5.75 7.25 6.25 5.5 87/82/81 12 :84:38 Page 32 of 32 Height of Building (feet) 0-15 20 40 60 100 Hardiplenk 6 -1/4 and 6 inch wide Hardiplank Exposure B 22.5 17.75 15.75 13.25 Exposure 14.25 13.25 11.5 10.5 9.25 InfaPress - > Table 9A &BCC! -1999 Standard Building Code Allowable Fastener Spacing (in.) Lap Siding fastened to ASTM C -80 Concrete Well Height of Building (feet) 0 -15 20 30 40 50 60 6.1/4 and 6 inch wide Hardiplank 18.25 18.5 14,75 13.5 12.75 12.25 7 -1/2 Inch wide l-Iardlpiank 11.6 13,25 11,75 10.75 10.25 9,75 8 -1/4 and 8 Inch wide Hardipiank 13.75 12.25 11 10.25 9.5 wide 9 9 -112 Inch liardpla�nk 11.5 10.5 9.25 8.5 8 7.5 Table 9B BOCA National Building Code/1999 Hardi plenk Lap l Slding i fasttin d to A$TM (in ) Table 0C ICBC -1997 Uniform Building Code Allowable Fastener Spacing (in.) I1ardlplanK Lap Siding fastened to ASTM C-90 Concrete Wall 7 - 1/2 inch wide Hardiplank Exposure B 19.25 18.0 14.25 12.75 10. Exposure C 11.25 10.5 9.25 8.5 7.5 288 529 9299 InfaPress Page 833 8 -1 /4 and 8 inch wide Hardiplank Exposure Exposure B C 15 16.75 13.5 11.75 9.75 10.5 9.75 8.5 R n 15.25 1425 11,25 10.0 0 8.25 Notes to Table 9A. 9B. and 9C: 1. Fasteners shall be ET &F Fastening Systems, Inc. Erica Stud nail, ET & F No. ASM- 144 -125, head dia, = 0.30 in., shank dia. * 0.14 in. 2. Maximum basil' wind speed shall be 110 mph. 3. Exposure Category C (for Table 9A). 4. 1 inch = 25.4 rain, 1 foul - 305 nine. Report No. NER -405 9 -1/2 inch wide Hardplank Exposure Exposure B C 9.n R.25 7.25 6.75 5.75