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146- 150 Pine St (vault) CITY OF ATLANTIC BEACH S� 800 SENUNOLE ROAD -' ATLANTIC BEACH,FL 32233 v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034083 Date 10/16/06 Property Address . . . . . . 150 PINE ST Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1CU 1AHU --------------------------------------------------------------------------- - Owner Contractor ----- ------------------- ------------------------ KOPP HUXHAM HEATING & AIR 150 PINE STREET 2101 FLORIDA BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 246-6721 ------------------------------------------------------------------- --------- Permit MECHANICAL PERMIT Additional desc Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/14/07 --------------------------------------------------------- ------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Ca"u CITY OF ATLANTIC 13LACII IVILCI(AN[CAL PERMIT AI I LICA I ION I-rill 9`• I)atc: Property Address: Q_^ :�"e _—_ 57- Owner: 7Owner: 90,�)p — 1'cicphoue It: __ Contractor: 'I'elcpl►uue It: Contractor Address:� _ 10rL'ed/1 j/t/ �/� Fax it: � (O—©377 In consideration orpcmut given for doing the work as described in the above statcnLcul, Nye hereby agicc hlimn i perkWolk olk in ❑cconlancc with the attached plans and specifications which are a pull hereof and in accordance with the City of Allautic ncach ordinance,,and stmolmd',of good practice listed Ihcrem. 'ryl,of Ilcsttinb Fuel; Il'utllcr construction is being done oil this building ��t/ or site, list the building permit nunthcr: LY lal'l;lrlC ❑ G:u: _LP —Natural '-"central Utility ❑ Oil ❑ Other tiredly MECIIANICAL E(1UI1'MI;N'C'1'O BE INSTALLED NATURE, OF WORK t9'' I-Icat _ Space _Recessed t/Ccntral _Floor la"', ResiJcntial L-'''" Air Conditiuning: _ hound 1-Central ❑ Duct Systcm: Material _ThicknessLlCommercial Maximum capacity_ ch-11 RefrigerationU New Building ❑ Cooling Tower: Capacity gpm ly L:xisting UuilJing Cl Fire Sprinklers: Number of Heads _ ❑ Elevator: __ Manlill Escalator (Numbcr) l Keplaccntutt ol'Existiug System ❑ Gasoline Pumps __(Number) ❑ Tanks (Number) U New Installation ❑ LPG Containers (Number) (Nu system previously installc(l) ❑ Unfircd Pressure Vessel LJ I:xlcnsiun or Add-on to Existing Systcnl ❑ Boilers ❑ Gas Piping G ❑ Other—Specify LIS'r ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION E(1UIDIEN'I'&CONDENSOR'S Appnrviug Numfx r Units Description Model I/ Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Dc5cription Model d Maill)FILtarer BTO's Agency T,%dNKS Nominal Capacity Type Liquid Serial Approving — I I I)%v Mally &Dimensions Contained Manulitcturcr No. Agcncv 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beac11.tLus b CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD t� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025957 Date 4/25/03 Property Address . . . . . . 146 PINE ST Tenant nbr, name . . . . . . REPLACE HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ GARDNER HUXHAM HEATING & AIR 146 PINE STREET 1078 NINTH STREET SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-6721 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL yY CITY OF ATLANTIC BEACH a ` � MECHANICAL PERMIT APPLICATION Date: /gg0,3 Owner of Property: ['r t� V Vcg Job Address: 111G _ Contractor: wy� In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards ofgood practice listed therein. III. GENERAL INFORMATION A. Type of heating fuel: B. W— Electric �r IS OTHER CONSTRUCTION BEING DONE ON THIS & ❑ Gas: _LP _Natural entral Utility BUILDING OR SITE? ❑ Oil ❑ Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BENATURE OF WORK U'' Residential or Commercial INSTALLED ❑ New Building (Provide complete list of components ack of this form) pti"Existing Building Heat _Space ,Recessed ,_Central _Floor 0/ Replacement of existing system Er— Air Conditioning: Room 11--central ❑ New Installation(No system previously installed) ❑ Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacity cfm ❑ Other-Specify ❑ Refrigeration ❑ Cooling tower: Capacity spm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ ManliH Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date Cl Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Ma turer C ^city Approving M.jOon Agency HEATING—FURNACES,BOILERS,FIREPLACES Number Units Descr' 'on Model Numb Ma ufacturer C Approving 13TIali2M Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• httu://www.ci.atiantic-beach.fl.us 1/14/03 CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD V ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 snit Application Number . . . . . 03-00025949 Date 4/24/03 Property Address . . . . . . 281 PINE ST Tenant nbr, name . . . . . . REPLACE EXISTING HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PAPPAS, NICK SNYDER HEATING & AIR 281 PINE STREET P.O. BOX 16826 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32245 (904) 641-0600 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. s� BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II,III, and IV. I. Street Address: o78l frN(- S7 LOCATION OF Intersecting Streets:Between 3 'CA �:.T And A i, . &-,6 , BUILDING Sub-division II. INDENTIFICATION-To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice Iisted therein. Name of Mechanical Contractors Contractor(Print) ,6 Master Name of Property Owner t \� APPA-S Signature of Owner Signature of Or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A T of heating fuel: B. Electric IS OTHER CONSTRUCTION BEING DONE ON THIS O Gas: _LP Natural Central Utility BUILD[NGORSM? 0 Oil .0 Other–Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE �ATURE OF WORK Residential or Commercial INSTALLED O ewBuilding vide complete list of components osr5ack of this form) Existing Building Heat _Space _Recessed 1 Central Floor Floor Replacement of existing system !� /"6n—mal Conditioning: Room /" ntal 0 New Installation(No system previously installed) 0 Duct System: Material Thickness Cl Extension or add-on to existing system Maximum capacity cfm 0 Other- Specify 0 Refrigeration Cl Cooling tower. Capacity gvm O _Fire sprinklers: Number of heads TRIS SPACE FOR OFFICE USE ONLY 0 Elevator: _ bianlift Escalator (Number) Cl Gasoline pumps _ (Number) (Received) 0 Tanks (Number) Remarks 0 LPG containers (Number) 0 Unfired pressure vessel Permit Approved by Date 0 Boilers 0 Other–Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving ons Agency Cv�+✓J T 1 u3c� j RA,arr �.S u L HEATING–FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving TU) enc 1 w(-r'3 u —j AAAI E 300oc) c N 3 6ilKN�l4r[+ T,IA�' oM.r••. uC TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH =� s, 800 SENIINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026014 Date 5/07/03 Property Address . . . . . . 877 PIONEER DR Tenant nbr, name . . . . . . CONNECT TO CITY WATER Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ FREEMAN OWNER ATLANTIC BEACH FL 32233 (904) 247-5988 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 5/07/03 Valuation . . . . 0 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 325 . 00 WATER IMPACT FEE 220 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 1105 . 00 1105 . 00 . 00 . 00 Grand Total 1105 . 00 1105 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 'i BUILDING OFFICIAL 5 5 { 05 Lyn f C,y1rlS UJ ' Al CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fI.us fog, Date: g, (� Name: Address: ' The cost to connect to the City sewer and/or water system are as follows: Sewer Tap—Labor and Materials to tap into sewer main (Estimate from Public Utilities) $ r �o CAi_ l Water Tap—Labor and Materials to tap into water main 0 0 . t� Vw (From Ord. 22-28) $ S Water Meter—Cost of Meter (85.00) $ 0 Cross Connection Inspection —Inspection by Public Works to insure backflow prevention 31. t p (35.003/4"—Ord. 22-28(a)) $ Sewer Impact Fees—Funds future expansion of the sewer plant (1250.00 each living unit—Ord. 22-17-0) $ Water Impact Fee—Funds future expansion of the water plant (From Building Dept. —Ord. 22-29 FLA. Plumbing Code) $ Z Capital Improvement—Funds for improvements, expansion or replacement to water system _ (325.00—Ord. 22-28) $ TOTAL COSTS $ I ® O DCF/js CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 . :. , ,PERMIT INFORMATION' A .. . . LOCATION INFORMATION . Permit Number: 23815 Address: 146 PINE STREET Permit Type: SIDING ATLANTIC BEACH, FL 32233 Class of Work: SIDING Township: Range: Book: Proposed Use: DUPLEX Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 1,500.00 ;,. '. OWNEaNFORMATION ,. Date Issued: 4/09/2002 Name: GARDNER, PRISCILLA Total Fees: 30.00 Address: 146 PINE STREET Amount Paid: 30.00 ATLANTIC BEACH, FL 32233 Date Paid: 4/09/2002 Phone: (904)247-7272 Work Desc: RE-SIDE DUPLEX PROPERTY OWNER o- 30:00 Wnp r' - .,{,yy�}�xL�y1•. .F '2 r (* L {J+r. .,��`'.2 if ��j""�.�LS'�f ]•a`iQ y'� 5�?�� Y Z .� 1 3 M1�t� 'f"�"!W� ,+s '` �" r,ru r< r�"i r•* ,� 4'" r��„s, �',* �'4x-r.,1Y ,�i"i,1s -w n `s RMRA WORK ftp �*r .441 NOTIC �: Ep.f .l X41# I S 'tl `CCJ tRl .CTION ..' .• t9 : ;"��a&�sae'�r� Ria',.w> 1 L k c- t n .., BUILDING MATERIA LIC.SPACE, AND MUST BE CLEARED t t*! ;Y 117'1-{ CI'7Ft,� 7C3Fi.QI .0 `, "FAILURE TO COMPS �' T � f1�t kA RV IN THE PROPERTY OWNER P s .; I t14-G.I I ISSUED ACCORDING TO APP RO W F t� ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE P Open:, WITH Type: OC Drawr: 1 Date: 4/17/12 11 fttvipt w: 51922 14 PUMITS-BUILDINS 1 131.11. 146 PINE ST CK DWS 1315 1 IM— ATLA IC BEACH BJYIL NG DEPT. Tran date: 4/17/12 Tile: 1404:12 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address y C ` >i Q E Date � E+t, He, - ^--L � . $ per sq ft = $ Ga per sq ft = $ Ca ?CSI $ per sq ft = $ De cc S, lE $ per sq ft = $ Pa $_p e r sq ft = $ $ l E 0 L RE er thousand tion thereof BUILDING FEE $ 20 4 Filing Fee $ t L `��'l� �` replaces @ $15 . 00 $ NG PERMIT FEE $ zd C) IMPACT FEE $ IMPACT FEE $ • `,�} k METER/TAP $ iL IMPROVEMENT $ TAP $ RADON (HRS) .0050 $ )N H PAVING ( ) $ ___JLIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ 00 GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Kechanical ..Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : ; EWA mt-CEIVEb Pl- /3 o o & I t�'lt5 Li ^ � ?A,Js � <' A4-CE Ll7 C {� 1,7i y of .Atlanticall ZQ; `J City of Atlantic Beach- 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - FAX (904)247-5805. http://www/ei.atiantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION DATE h/ APPLICANT /�/L •Sc:i/,4 G�.e c�KJ�r� ADDRESS 4).E -5-/—./iz l�c�t� ✓'/- PHONE: 2'117—-Z 7 2- ADDRESS WHERE WORK IS TO BE PERFORMED! %N S r �, /1-i C LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER_ �1 ZONING DISTRICT CONTRACTOR SL 4 _ STATE LICENSE NUMBER ADDRESS 191 n s/ PHONE 17`0 t' 2V 7-74 7 L CITY JQ,4� STATE 1-� ZIP al,433 FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE /QF S r'.0� A1,o%X V 4"&5 PRESENT USE OF LAND OR BUILDING(S) 1�''R. l/�i TF /8 EJ r b Fntr E VALUATION OF PROPOSED CONSTRUCTION d Is this an addition? " 0 If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? h u If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 01/02/02 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER C J DATE Z[LOLL Z I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICCATION (PLEASE/PRINT) NAME Z13e S C; Jbg (T'14,l>-) N"C MAILING ADDRESS t/ .S% 7 Lr��/i i' c ��ftf ,1, jEC 3 Z Z �— PHONE FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVA.L NOTARY'S SIGNATURE AS TO OWNER: Personally known Betty Magee Maxwell * ``�*My Commission OC736M ❑ Produced identification ' Type of identification produced `%,;";,;�r'Expires June t.20M AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced 01/02/02 CITY OF 800 SETv cL�i(DLG ROAD .=-AN=C BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)249-5805 SUNCOU 852-5800 CHAPTl_R 489, FLORIDA STATUTZ:S. PART I 'CONSTRUCTION CONTRACTING' RZOU1RCS OWNE:RJBUILDER TO ACKNOWLEDGE: THE LAW: DISCLOSURE STATEMENT FOR SEctioN 489. 1 03(71, FLoRIOA STATurs: SrAIE LAW REQUIRES CONSTRUCTION TO BE DONE BY UC m1isim COKTRAGTORS. YOU HAVE APPLImM FOR A PERMIT UNDER AN EXEMPT aN TO THAT LAW, THE EXEMPTION ALLOWS YOU, As THE OWNER OF YOUR PROP£4i^/, TO ACT AS YOUR OWN COPITRAL-TOR E`!EN Ti-toucH YOU DQ m-ar HAVE A LICENSE. YOU MUST sUPERVISE THE C01415-rRUC1-70N YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAYA SO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $ZS,000.0O OR LES.s. TME CUILDtNG MUST Be FOR YOUR USE AND OCCU)*ANCY. IT MAY NOT Be BUILT FOR SALE OR LEASH. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFT+''.-R THE CONSTRUCTION IS COMP+z=, THE LAW WILL PRESUME THAT YOU BUILT TT FOR SALZE OR LEASE, WHICH IS IN VIOLATION OF THt3 EXEMR'TION. YOU MAY NOT HIRE AN UNUCCNSED PERSON AS YOUR CONTRACTOR,. YOUR CONS'TRUC'TION MUST BE DONE ACCORDING TO TME: mummiNG CcQY-S AMC 20NiNG RecuLATIoNS, tT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PCCPLE, £M P1..OYl:.p BY YOU t1AV'E LICE N9 t..S REQUIRED 8Y STATE LAW AND 0Y O.OUNT'f OR MUNICIPAL UCENS114G ORDINANCES, QBCENANCFS ALSO ALLOW AN OWHmn TO IMPROVM THEIR QWIN PRaPTRTY WHEN IT iS FOR PERSONAL OR FAMILY use. ANO uxewisE RE:OU/RE ALL WORK (GYCEPT MAIN7'E'NANCE UNDER ;2.Occ) BE UNDER A BUILMING PERMIT AND PASS ALL NORMAL INSPE:CTZCNS. 7HE ORDINANCM STATES OWNERS MAY PHYSIULLY DO WORK 771E.MSELVE:S.' OR MAY MIRE UNLICENSED WORKERS PROVIOBD SUCH WORKERS Be UNDER 'DIRE:CT sup RVISION OR THE OWNER, WMO MUbT BE ON TME'JOB AT ALI_ 77MES WHILE WORK IS IN P-hDGRESS 9Y UNLICE?ISED TRADES PEOPLC.' Ti-IIS DOCS NOT ALLOW USE Or UNLICENSED COP RAA=jRZ. SINC£OWNERS MAY Bit LIABLE FOR INJURIES TO WORKZRS THEY HIRE. THE J3UILDING (3EPARTMESIY SUGGESTS WORKER'S COMPENSATION INSURANCE Be PURCHA59CO UNDER THE HOMEOWNERS INSURANCE' POLICY CLEARLY PRCTECTS THE OWNER. OWNERS HIRING V ORKE M BECOME E.MPL.OY A3 AMC 3HCULC ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1 099 REOUIREMMSTS ON THC WORKERS THEY EMPLOY ON THEIR IMPROVEMETfT TRADES. UNLICENSED COKTR_ACTORS CANNOT Be E7MPLOYEC UNDCR ANY CiRCUMSTANCE;S. OWNERS BEING SUBJECT TO $5,12CO Pm4ALTY ut,4c" FLORIDA STATUTC AID, 455-229(11. AM 'QCCUPATIgNAL LICENSE 13 NOT ADEQUATE. THE. OWNER sHcuLD PHYSiCALLY see THE couNTY 'CF-p incArm OF COMPLrTE:NcY' OR THE FLORIDA -00wm^cTORs CxRnj ICAT7:' TO AsCEHTAIH IF A PERSON IS A LICENSED COKTRALTOR. Tt_I.FPHONC THE BUILDING DEPARTMENT 1247- 58281 IF IN DOuw. I HCRMOY AC3Q4Ol0KJ=GX THAT 1 HAVE READ TME ABOVE 015CLOSURE STATEMENT.ANO THAT I COMPLY WITH ALL THE RCOUIREMENTS FOR THE LSSIJANCE' or AN OwNmR-i3UiLDSR PERImrr. lr Betty Magee Max"" P PEFiTY OWNER/HUI * *MY Commission CC7307t34 Expim Jura I.w02 /7 i /�c �/ /_ �c F . / ( 72, 7 Z ADORE= TELEPHONE SWORN TO AND SUt35CRISED BEFORE'IME THIS P DAY OF In&<Z C'CI t-0 / NOTARY SUC NOTE: PHRASES UNOERUHEM AegVE IMY CO ISSION ED(PtRES, ARE EMPHASIZED By THE 5UIL.DING Or-F-Ajwnw P_MT_ .namesmaraletsuilaingrroaucts - 1 ZSZ5ZS JHAKU1L - HAKUIFANhL Yage 1 of4 James Hardie: North America: Building Products: Product Information: Installation Instructions: Hardipanel Installation (HTML) CITY OF APPROVED IC BEACH BUILDING OFFICE HARDIPA.NELo Ar s� U 4 202 Installation Instructions for Wood Framing cc March 2000 By, - M Installation Instructions also available in PDF format "'� f•-•r i i irrr rYrr�r�pr.�rnrrYrrarnrrr� SMOOTH -SELECT CEDARMILL©-SIERRA 4" -SIERRA 8" -STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH HARDIPANEL®IN ACCORDANCE WITH APPLICABLE BUILDING CODE COMPLIANCE REPORTS AND JAMES HARDIE'S WRITTEN APPLICATION INSTRUCTIONS. MAY AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES REQUIREMENTS, AND VOID THE PRODUCT ONLY WARRANTY. HANDLING &STORAGE: CUTTING OPTIONS: CircWar saw with Circular saw blade Ewric LV pneumatic Carbide score and dry Ix,�r with carbide-tips teeth hand snap knife Store flat and keep dry prior to installation. • JH recommends Makita®#5044KB 4"or#5057KB 7-1/4"saw with Installing siding wet or dust collection. Call 8004MAKITA. saturated may result in • Hitachi@ HARDIBLADE-rm w/4 PCD Diamond Teeth. Call Hitachi@ shrinkage at butt joints. at 800-546-1666 for nearest dealer. Carry panels on edge. . SNAPPER SHEARTm electric or pneumatic hand shear. Call 800- 297-7487 for tool information. Always wear safety glasses and dust protection when operating power tools. For more information on avoiding inhalation refer to the MATERIAL SAFETY DATA SHEET. FRAMING REQUIREMENTS: JOINT DETAIL Hardipanel vertical siding can be installed • Keep fasteners 3/8" back from panel edges. to studs spaced a maximum of 24"o.c. . Place fasteners 2" in from all corners; don't nail Irregularities in framing can mirror through into corners. the finished application. A weather- . Joints may also be covered with lumber batten, resistive barrier is required. PVC "H" or"T"type joint treatment. Applying Hardipanel Siding: • When caulking vertical panel joints, space panels accordingly to caulking manufacturer's required bead size, but not to exceed 1/8" • Start Hardipanel vertical siding at maximum. middle of stud. • Horizontal Joints -use 7-Bar"or similar type • Keep nails 2"away from corners. flashing for all horizontal joints. http://www.jameshardie.com/hardipanelinstallation.htm 4/4/2002 raiiiub nawic nuttaing rroaucts - 1-666-MAKUlb - HAKUIFANLL rageGOI4 Y • Start at edge and work across. figure 2 Caulk Joint 'H'Joint + Follow caulk and paint 2x 4 stud 2 x,4 sto requirements. figure 1 weatherspve "� .-- ban4ef Mier-resisM bar` weal r-maM barrief keep n Batten Joint 24i'ruin. 0 H dipanel istive ,�.-2 x 4 stud born panel sidingWON f ly k 318".,, Ckv_.. figure 3 6paw p a=d" ir>g kr JOW DETAIL keep fasteners Z' (fig.2)strain at rrgght, my f � allow a mm, gap far cat* `Use a weather-resistive barrier in accordance with: BOCA National Building Code Section 1403.3;SBCCI Suggesfix Uxigadoublandate %,MalbwitxfastenerOwmwrl6n Standard Building Code Section 2303.3;ICBG Uniform taeoUdpard Twms(Siium 4'&81$iorOpvuedappeamuos> Building Code Section 1402.1;or CABO One-and-Two Family Dwelling Code Section 703.2.1. Suggestion: Using a double stud at panel joints will NOTE:Some Building Codes exempt the use of weather- allow for fastener placement to be out of panel grooves resistive barriers over"water-repellent panel sheathing" (Sierra 4"&8")for improved appearance. or exterior panels classed as"weather-resistive barriers".Therefore James Hardie recommends the use of"building paper type"weather-resistive barriers with all siding products.James Hardie will assume no responsibility for water infiltration within the wall. WARNING: AVOID BREATHING SILICA DUST Product contains Silica. Inhalation of respirable silica dust can cause silicosis a potentially disabling lung disease, and is known to the State of California to cause lung cancer. When drilling, cutting, or abrading product during installation or handling. (1)Work outdoors where feasible, otherwise use mechanical ventilation, (2)Wear a dust mask or, if dust may exceed PEL, use NIOSH/MSHA approved respirator, (3)Warn others in area. For further information, refer to material,safety data sheet or consult employer. FAILURE TO ADHERE TO WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY. GRADE CLEARANCE ROOF CLEARANCE CONCRETE CONSTRUCTION figure 4 figure 5 figure 6 Install At the juncture of the roof and Hardipanel siding can be installed Hard ipanel/Hardiplank in vertical surfaces,flashing and directly to masonry block. Hardipanel compliance with local counterFlashing shall be provided siding can also be installed to concrete Building Code per the roofing manufacturer's construction, when the wall is furred out requirements for clearance instructions. Provide a 1"-2" with wood framing or minimum No. 20 between the bottom edge clearance between the roofing gauge steel framing anchored to the of panel/framing and the and bottom edge of siding or as wall. Framing can be spaced up to 24" adjacent finished grade. recommended by the roofing OC. Consult National Evaluation manufacturer. Service report_ICER.7405 for recognized http://www.jameshardie.com/hardipanelinstallation.htm 4/4/2002 James naraie rsuiiaing rroaucts - 1-888-JHARI)IE - HARDIPANLL rageS of4 Hardipanel stud 1 ' applications to masonry block and wood ung t or metal framing. A weather-resistive w thar. I barrier* is recommended between the framing and the siding. a 00 {+tate t Rion flashing 't nminat z**r ng Hardt siding wood fraard PNEUMATIC FASTENING: FASTENING REQUIREMENTS: Hardipanel vertical siding can be • Consult Tables 2 and 3 of James Hardie's hand nailed or fastened with the National Evaluation Service report NER-405 use of a pneumatic tool. Set your DO NOT STAPLE for correct fastener type and placement to air pressure so that the fastener is achieve specified design wind loads and driven snug with the panel surface. shear values. • NOTE: Published shear values and wind RECOMMENDED: loads may not be applicable to all areas where Local Building Codes have specific Use a flush mount attachment on pneumatic jurisdiction. Consult James Hardie Technical tool. This will help control the depth that the Services if you are unsure of applicable nail is driven.This will be especially helpful Building Code Jurisdiction. when more than one pneumatic tool is driven • Drive fastener perpendicular to siding and off the same compressor. framing. • Fastener heads should fit snug against siding NAIL TYPE: (no air space). (Fig. A& B) • Do not over-drive nail heads or drive nails at Fasteners must be corrosion resistant, an angle. galvanized or stainless steel. Electro- • If nail is countersunk, caulk nail hole and add galvanized nails are acceptable for use with a nail. (Fig. C) James Hardie Siding Products, but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped Countersunk, galvanized nails. (James Hardie is not Sn u hash dd lnailil responsible for the corrosion resistance of g d°to under p figure+4 figure B figure G drive nails fasteners.) FINISHING HARDIPANEL: Caulking: Painting: A high quality, paintable James Hardie products must be painted.For best Patching: caulk is recommended. For results use Hardipanel sidings with our exclusive Dents, chips and cracks can best results use caulks that Prime PIusTM factory approved 100%acrylic top- be filled with a cementitious comply with either ASTM C coat(s)••.If our Prime PIusTM factory priming is not patching compound. 834 or ASTM C 920. being used,Hardie recommends the application of Caulking should be applied an alkali-resistant primer along ' r�c in accordance with caulking with 100%acrylic topcoat(s). rr manufacturers written (For paint manufacturers paint instructions. (Leave 1/8"gap specifications,refer to JH Technical Bulletin No.S- at trim for caulk. Caulking at 'Note:Please refer to paint manufacturer's butt joints is optional.) specifications for application rates. http://www.jameshardie.com/hardipanelinstallation.htm 4/4/2002 .raiiiuN naruiu ounuing rroaucis - 1-666-JHAKll1L - HAKlllYANLL rage4oI4 APPROVALS:HARDIPANEL@ Vertical Siding is recognized as an exterior wall cladding in National Evaluation Report No.NER-405 (BOCA,iCBO,SBCC):City of Los Angeles,Research Report No.24882;Metro-Dade County,Florida,Acceptance No.99-0223.07,US Dept.of HUD Materials Release 1263a,California DSA PA-019 and City of New York MEA 223-93M.These documents should also be consulted for additional information concerning the suitability of this product for specific applications. Return_to_Hardipanel James Hawke Return to the Home Page James Hardie Building Products Inc. Copyright O 1997-2001.All Rights Reserved. E-mail: info(d)JamesHardie.com Hardie,Hardy,Hardiplank,Hardiboard,siding,backerboard,fiber cement,building products,siding,fiber cement,building products,siding,siding,tile underlayment,ceramic tile,wallboard,drywall,gypsum,Hardie,Hardy,Hardiplank,Hardiboard,siding,backerboard,fiber cement,building products, siding,fiber cement,building products,siding,siding,tile underlayment,ceramic tile,wallboard,drywall,gypsum,backerboard,backerboard, backerboard http://www.jameshardie.com/hardipanelinstallation.htm 4/4/2002 r APPROVED CITY OF ATLANTIC BE National Evaluation S&Vke; Ynle. Ln 5203 Leesburg Pike,Suite 600, Falls ChurclAA)ANir()1202"t01 INTERNATIONAL Phone:703/931-2187 Fax:703/931-6505 CODE COUNCIL. website:www.nateval.org NATIONAL EVALUATION REPORT Report No. NER-405 Copyright©2000,National Evaluation Service,Inc. Reissued December 1, 2000 SIDING AND SOFFIT BOARDS,LINING BOARD AND 3.0 DESCRIPTION UNDERLAYMENT,AND SUBFLOOR PANELS 3.1 GENERAL JAMES HARDIE BUILDING PRODUCTS,INC. The exterior siding and soffit boards, interior lining and 26300 LA ALAMEDA,SUITE 250 underlayment, and subfloor panels are single-faced, MISSION VIEJO,CALIFORNIA 92691 cellulose fiber-reinforced cement (fiber-cement) building www.jameshardie.com boards.The TitanTm-FR panel is a composite panel com- posed of a 1/8 inch(3.2 mm)thick fiber-cement skin lami- nated to 1/2 inch (12.7 mm) thick proprietary Type X 1.0 SUBJECT gypsum board. 1.1 SIDING AND SOFFIT BOARDS All fiber-cement planks and panels are produced from the same components and differ in surface treatments and 1.1.1 Hardiplank® board configurations. Exterior siding and soffit boards are identified as HardiplankO(HardihomeTm,SentryTM,Colonial 1.1.2 HardiflexTM Smooth®, Colonial Roughsawn0, and Shingleside® 1.1.3 Hardipanel® HeritageTm), HardiflexTM Hardipanel@), Harditex@ base- board,HardisoffitO boards,Shingleside®HeritageTm panel 1.1.4 Harditex® and Hardie®Shingleside®cladding. Interior lining boards and underlayments are identified as TitanTm(tapered edge), 1.1.5 Hardisofr'it® Hardibacker0(square edge),Hardibacker®(Multilay®),and 1.1.6 Hardie®Shingleside®cladding TitanTm-FR panel. Subfloor panels are identified as Com- pressed Sheet. The planks, panels, and shingles are 1.1.7 Shingleside®Heritage TM panel manufactured by the Hatschek process and cured by high- pressure steam autoclaving.All products are cut to shape 1.1.8 Hardipanel®Shiplap on-site bythe score-and-snap method using a tool available 1.2 LINING BOARD AND UNDERLAYMENT from the manufacturer, a hand guillotine or a handsaw utilizing a carbide blade. 1.2.1 TitanTm (tapered-edge)panel The fiber-cement products have a flame-spread index of 0 1.2.2 HardibackerO(square edge)underlayment and a smoke developed index of 5 when tested in accor- dance with ASTM E84. The products are classified as 1.2.3 Hardibacker®(Multilay0) noncombustible when tested in accordance with ASTM 1.2.4 TitanTm-FR panel E136. The siding and soffit products comply with ASTM C1186, Standard Specification for Grade ll, Type A, Non- 1.2.5 Hardibacker 5000(square edge) Asbestos Fiber-Cement Flat Sheets. The subfloor panels comply with ASTM C1 186,Standard Specification for Grade 1.3 SUBFLOOR PANELS IV, Type A, Non-Asbestos Fiber-Cement Flat Sheets. The 1.3.1 Compressed SheetTM interior lining products, Hardibacker and Titan,comply with ASTM C1288, Standard Specification for Grade II Discrete Non-Asbestos Fiber-Cement Interior Substrate Sheets.The interior lining product Hardibacker 5000 complies with ASTM 2.0 PROPERTIES FOR WHICH EVALUATION IS SOUGHT C1288, Standard Specification for Grade I Discrete Non- 2.1 Exterior Wall Covering Asbestos Fiber-Cement Interior Substrate Sheets.All interior lining boards comply with ANSI All 18.9 as cementitous 2.2 Structural Performance backer units.When tested in accordance with ASTM C177, 'K"and"R"values for the products are as shown in Table 4 2.3 Noncombustible Construction of this report.When tested in accordance with ASTM E96, 2.4 Fireresistive Construction products with a thickness of 1/4 inch(6.4 mm)or greater have demonstrated the permeance values given in Table 5 of this 2.5 Thermal Resistance report. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report.No independent tests were performed by the National Evaluation Service,Inc. (NES),and NES specifically does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to,merchantability. This report is also subject to the limitation listed herein. Page 1 of 32 z Page 2 of 32 Report No.NER-405 3.1.1 James Hardie Trade Names two planks align.The metal device is located centrally over Hardiplank@ HardihomeTM' the joint. Restrictions on the"off-stud splice device"loca- tions are as follows: SentryTM Hardipanel@ • Splices shall be located a minimum of two stud cavities Colonial Smooth@ HardiflexTm from wall corners. Colonial Woodgrain® Harditex@ • Successive splices within the same plank course shall be Hardisoffit@ Hardie@ located no closer than 48 inches (1219 mm) from one another. Shingleside® James Hardie® e Splices shall be staggered at minimum 24 inch(610 mm) HeritageTm TitanTm-FR intervals when located in the same wall cavity. Hardibacker® Multilay@ • Splices shall be at least one stud cavity away from door TitanTm Max"C"m or window openings. Hardirock@ Hardibacker 500® Where a specified level of wind resistance is required, plank lap siding shall be attached to solid panel sheathing 3.2 SIDING AND SOFFIT BOARDS or framing members, appropriately spaced,with fastener Hardiplank@, HardiflexTm, Hardipanel@, Harditex@ base- types,lengths,and spacing described in Tables 2b and 9 of board,Shin leside@ Herita eT"" this report. g g panels,Hardie®Shingle- side cladding,and Hardisoffrt@ boards are used as siding 3.2.2 HardiflexTm Siding(Hardipanel@ Smooth) on exterior walls and soffits.The exterior siding and soffit products are supplied sealed with an acrylic sealer for HardiflexTm siding is used as an exterior wall cladding.The subsequent application of a compatible primerand exterior- siding has a smooth unsanded surface.Dimensions are as grade topcoat(s). noted in Table 1 of this report.Fasteners are installed with a minimum 3/8 inch(9.5 mm)edge distance and a minimum Nominal dimensions are noted in Table 1 of this report, 2 inch(51 mm)clearance from comers.Joints are fastened maximum basic wind speeds in Table 2a, 2b, 6, 7, 8, and at abutting sheet edges and optionally protected by polyvi- 9 of this report, and maximum shear values in Table 3 of nyl chloride (PVC) joint treatment, lumber battens or this report. sealant. 3.2.1 Hardiplank@(HardihomeT"",SentryTm,Colonial Where a specified level of wind resistance or shear resis- Smooth@,Colonial Roughsawn@,and Shingle- tance is required, the HardiflexTAd panel is attached to side@ HeritageTA4)Lap Siding framing members, appropriately spaced, with fastener types, lengths, and spacing described in Table 2a and 3.2.1.1 General: Lap siding is available in various finish Table 3 of this report. textures. The siding is applied horizontally commencing from the bottom course of a wall with minimum 1 1/4 inch 3.2.3 Hardipanel@ Siding (32 mm)wide laps at the top edge.Vertical joints butt over Hardipanel@ siding is available in various surface textures studs except where the"off-stud splice device"is utilized as i Section li of this report, where the including smooth. Dimensions are noted in Table 1 of this described ireport.Fasteners are installed with a minimum 3/8 inch 9.5 planks are installed oveerr solid panel sheathing. mm)edge distance and a minimum 2 inch(51 mm)clear- When installed on wood-framing members,the siding shall ance from corners. Joints are fastened at abutting sheet be fastened either through the overlapping planks (face edges and optionally covered by polyvinyl chloride(PVC) nailed) or through the top edge of single planks (blind joint treatment, lumber battens or sealant nailed) with corrosion-resistant nails into each wood- Where a specified level of wind resistance or shear resis- framing member. The lap conceals the fasteners in the tance is required, the Hardipanel@ siding is attached to n previous course when idnailed.When attached to metal framing members, appropriately spaced, with fastener framing members,the siding fastened either through the types,lengths,and spacing described in Table 2a and 3 of overlapping planks with 1 sib inch(41 mm)long No.8-18 by 0.323 inch (8.2 mm) HD Hi-Lo@ or S-12Tm, self-drilling, this report. corrosion-resistant,ribbed buglehead screws orwith 0.100 3.2.4 Harditex@ Baseboard in.(2.54 mm)shank by 0.25 in.(6.4 mm)HD by 1 1/2 in.(38 mm)long ET&F brand pin fasteners at each metal framing Harditex@ baseboard is for exterior applications to walls member, or through the top edge of single planks with and soffits.Dimensions are noted in Table 1 of this report. minimum 1 1/4 inch (32 mm) long No. 8-18 by 0.375 inch Harditex@ baseboard has a smooth finish and is available (9.5 mm) HD Hi-Lo@ or S-12T"" self-drilling, corrosion- with either tapered edges on the two long sides for joint resistant,ribbed Phillips waferhead screws orwith 0.100 in. treatment or all square edges. Harditex@ baseboard is (2.54 mm)shank by 0.25 in. (6.4 mm) HD by 1 112 in. (38 supplied either sealed or unsealed for the subsequent mm)long ET&F Panelfast brand fasteners at each metal application of a primer or sealer by the end user as a framing member. Planks may also be fastened to a wall component in an exterior coating or finish system. Joints constructed of concrete masonary units complying with shall be sealed with a sealant specified by the coating ASTM C90 with 0.14 in. (3.5 mm)shank by 0.300 in. (7.6 manufacturer. Other installation details are in accordance mm)HD by 1 1/4 in.(32 mm)long ET&F brand Stud Nails. with Section 3.2.2 of this report.Harditex@ baseboard has The lap conceals the fasteners in the previous course. been evaluated for water-resistive qualities but its use as an alternative to a weather-resistive barrier is outside the 3.2.1.2 Off-Stud Splice Device: Vertical joints of the scope of this report,see Section 7.4 of this report. planks shall butt over framing members or between the framing members when an"off-stud splice device"is placed Where a specified level of wind resistance or shear resis- on each plank end.The splice device's bottom lip is placed tance is required,the Harditex@ baseboard is attached to over the adjacent solid course of planks.The plank is then framing members, appropriately spaced, with fastener fastened to the framing. The abutting plank is positioned types, lengths, and spacing described in Table 2a or 3 of and fastened into place ensuring that the lower edges of the this report. Report No.NER-405 Page 3 of 32 3.2.5 Hardisoffn Board noted in Table 1 of this report.The siding is applied horizon- tally to braced wall framing complying with the applicable Hardisoffit@)board is for use as exterior vented or unvented code commencing from the bottom course of a wall. Install soffits. Hardisoffit®board is available with either a wood- Shingleside@ HeritageTm panels with joints in moderate grain texture or a smooth unsanded surface. Vented contact. Due to the overlapping of the panels,joint sealant Hardisoffit@ provides 5 square inches of net free ventilation is not required. Fasteners are a minimum 0.083 inch(2.1 per lineal foot of soffit. Dimensions are noted in Table 1 of mm)shank by 0.187 inch(4.7 mm)HD by 1 1/2 inch(33 mm) this report.All Hardisoffit@ board edges are supported by long corrosion-resistant siding nail.For application to open framing with fasteners installed with a minimum Sia inch(9.5 braced framing,vertical joints butt over studs. mm)edge distance and minimum 2 inch(51 mm)clearance from comers. Hardisoffit@ boards are attached to framing Where a specified level of wind resistance is required, members with fastener types, lengths, and spacings Heritage panel sidings are attached to framing members described in Table 2a and 3 of this report. appropriately spaced or to solid wall sheathing, with fastener types, lengths, and spacing described in Table 2 3.2.6 Hardie@ Shingleside@ Cladding of this report. Hardie@ Shingleside@ cladding shall be installed oversolid Secure a 1/4 inch(6.4 mm)thick lath strip and a minimum wall sheathing which complies with the applicable code. 91/4 inch(235 mm)wide Hardiplank@ starter course.Trim Dimensions are as noted in Table 1 of this report.The wall the first panel so the end aligns with the furthest stud.Allow sheathing shall be protected by a weather-resistive barrier trimmed panel 118 inch (3.2 mm) from the trim board for which complies with the applicable code. caulk and secure above keyways[approximately 8 inches (203 mm) clearance from butt edge of panel] on 16 inch When Hardie@ Shingleside@ cladding is installed over (406 mm) or 24 inch (310 mm) centers [13 3/4 inch (349 minimum 15132 inch(11.9 mm)thick plywood complying with mm)centers maximum for application only to minimum 7/16 the applicable code,with two corrosion resistant roofing inch (11.1 mm) thick APA rated Oriented Strand Board nails[0.121 inch(3.1 mm)shank diameter by 0.371 inch sheathing].Work across the wall allowing 118 inch(3.2 mm) (9.4 mm)head diameter by 1 1/4 inch(32 mm)long]spaced gap from trim. a maximum of 1 inch(25.4 mm)from each edge and the nails positioned to be covered 1 inch(25.4 mm)nominally Start the second course,and every following even number by the succeeding course, the maximum allowable wind course(i.e.fourth, sixth)by moving the equivalent of one loads, building heights, and exposure categories for the full stud cavity from the straight edge end (the left side). systems installed with 8,7,and 6 inch(203, 178, and 152 Save this piece for the other end of the wall. Secure the mm)weather exposures,shall be as indicated in Table 6A, beginning panel leaving 118 inch(3.2 mm) clearance from 6B,and 6C of this report.Nails shall secure siding but shall the trim board for caulking. Position nails to penetrate not be overdriven. through the previous course and into the framing members or Oriented Strand Board. When Hardie@ Shingleside@ cladding is installed over minimum 7/16 inch(11.1 mm)thick Oriented Strand Board When a course is broken by a window or doorway,continue (OSB), complying with the applicable code, with two the application as ifthe wall was complete.Trimming for the corrosion resistant siding nails [0.091 inch (2.3 mm) opening and using the resulting piece may throw off the shank diameter by 0.221 inch(5.5 mm) head diameter by spacing above the break. 1 112inch(38 mm)long]spaced a maximum of 1 inch(25.4 3.2.8 Hardipanel@ Shiplap Panel Siding mm)from each edge and the nails positioned to be covered 1 inch(25.4 mm)nominally by the succeeding course,the Hardipanel@ Shiplap panel siding is used as an exterior maximum allowable wind loads, building heights, and wall cladding. The siding is available in various surface exposure categories for the systems installed with 8,7,and textures including smooth. Dimensions are noted in Table 6 inch(203,178,and 152 mm)weather exposures,shall be 1 of this report.Fasteners are installed with a minimum 318 as indicated in Table 7A, 7B, and 7C of this report. Nails inch (9.5 mm) edge distance and a minimum 2 inch (51 shall secure siding but shall not be overdriven. mm)clearance from corners. When Hardie@ Shingleside@ cladding is installed over Where a specified level of wind resistance or shear resis- minimum 7/16 inch(11.1 mm)thick Oriented Strand Board tance is required, the Shiplap panel siding is attached to (OSB), complying with the applicable code, with three framing members, appropriately spaced, with fastener corrosion resistant siding nails [0.091 inch (2.3 mm) types,lengths,and spacing described in Table 2a and 3 of shank diameter by 0.221 inch(5.5 mm)head diameter by this report. 1 112 inch(38 mm) long]for 12 inch (305 mm)wide shin- 3.3 LINING BOARD AND UNDERLAYMENT gles and two corrosion resistant siding nails for 6 and 8 inch(152 mm and 203 mm)wide shingles,the maximum TitanTm(tapered-edge)panel,Hardibacker@(square edge), allowable wind loads, building heights, and exposure Hardibacker 5000 (square edge), and Hardibacker@ categories for the systems installed with 8, 7, and 6 inch (Multilay@) underlayments are used as wet or dry area (203, 178, and 152 mm) weather exposures, shall be as lining/underlayment substrates applied to the interior of indicated in Table 8A,8B,and 8C of this report.One siding buildings.TitanTm-FR(tapered-edge)panel is only intended nail shall be spaced a maximum of 1 inch(25.4 mm)from for dry interior wall and ceiling applications. each edge on the panel,with the third siding nail installed midspan of the 12 inch (305 mm) wide shingles.All nails 3.3.1 Titan TM (Tapered Edge)Panel shall be covered 1 inch (25.4 mm) nominally by the suc- TitanT"' (tapered-edge)ceeding course. Nails shall secure siding but shall not be ( P g ) panel is only intended for interior overdriven. walls and ceilings including shower and bath areas.Subse- quent finishing using paint,wallpaper or tile is required as 3.2.7 Shingleside@ Heritage rm Panels indicated in Sections 3.3.1.1 and 3.3.1.2 of this report.The panel has a smooth finish with tapered edges on the two Shingleside@ Heritage TM panels have a woodgrain texture long dimensions forjoint treatment. Dimensions are noted and are available in three configurations: half-round©, in Table 1 of this report.Maximum shear values are noted staggered-edge©, and square-edge©. Dimensions are as in Table 3 of this report. y Page 4 of 32 Report No.NER-405 3.3.1.1 Paint or Wallpaper Finish:TitanTm(tapered-edge) clearance from the floor surface.This gap shall be free of panel is installed with the long dimension either vertical or adhesive and grout and filled with a flexible sealant. On horizontal to nominal 2 x 4 wood framing members or large tiled areas,movementjoints are provided in the walls minimum No. 20 gage (0.0329 inch) steel framing mem- in accordance with ANSI A108,Section AN-3.7. bers,spaced a maximum of 24 inches(610 mm)on center with end joints staggered from adjacent courses in both A flush-joint procedure is permitted on TitanTm (tapered- vertical and horizontal applications. To fasten to wood edge)panel.The same type of tile adhesive or mortar used framing members, minimum 13/8 inch (35 mm) long to set the tiles shall be troweled into joints as a joint gypsum board nails or minimum 1 inch(25.4 mm)long No. compound.Joints shall be reinforced with 2 inch(51 mm) 8-18 by 0.323 inch (8.2 mm) HD Hi-Loe S8, self-drilling, wide, high-strength, coated, alkali-resistant, glass fiber corrosion-resistant,ribbed buglehead screws are used and reinforcing joint tape embedded into the wet tile adhesive spaced a maximum of 8 inches(203 mm)on center at all and allowed to dry thoroughly. supports.To fasten to metal framing members,minimum 1 Internal corners are finished by filling with the adhesive, inch(25.4 mm) long No. 8-18 by 0.323 inch(8.2 mm) HD Hi-Loe S8 or S-12TM, self-drilling, corrosion-resistant, a second coat tale adhesivent nd allowing n it to and dry thor- ribbed buglehead screws are used and spaced a maximum a second coat of the adhesive and allowing it to dry thor- of 6 inches(152 mm)on center at all supports. Fasteners oughly. shall be located at least 3/8 inch (9.5 mm) from board External corners are treated by filling the joint with the edges,and 2 inches(51 mm),minimum,from lining board adhesive and allowing it to dry thoroughly. Corrosion- corners. Panels are placed with a minimum 1/4 inch (6.4 resistant metal or PVC comer angles are then fastened in mm)clearance from the floor surface.Metal or PVC corner place, followed by a second coat of tile adhesive. Tile angles are attached with the above described nails or adhesive is also applied over all fastener heads in interme- screws placed approximately 12 inches (305 mm) on diate locations. center. Wall tiles complying with ANSI A137.1 are attached to the A flush-joint procedure is permitted on TitanTm (tapered- board with flexible Type I,mastic adhesives complying edge)panels.Gypsum board joint compounds,complying with ANSI A136.1, or acrylic or latex-modified thinset with ASTM C474 and C475, shall be troweled into the mortars complying with ANSI A118.4, in accordance with joints. Paper joint tape is embedded into the wet joint ANSI A108.The same adhesives are permitted to fill and compound and allowed to dry thoroughly.A second coat of level the sheet joints. joint compound,approximately 8 inches(203 mm)wide,is then applied across the joint and allowed to dry.Athird coat 3.3.2 Hardibacker@(Square Edge)and Hardibacker of topping compound, 10 inches(254 mm)wide,is applied 5008(Square Edge) across the joint. Topping compound shall also be applied over all fastener heads in intermediate locations. Hardibackere(square-edge)underlayment is only intended for interior walls and floors, including shower and bath Internal corners are finished by filling with joint compound, areas (excluding the shower floor). Hardibacker 5008 working the joint tape into the joint,and applying a second (square-edge) underlayment is only intended for interior coat of joint compound.A third coat of topping compound walls, including shower and bath areas. Subsequent is applied over the area. finishing with the is required. The square-edge underlay- ment has a smooth-finished surface and square edges for External corners are treated by filling the joint with joint closely butted joints. Dimensions are noted in Table 1 of compound and allowing it to thoroughly dry. Corrosion- this report.Maximum shear values are noted in Table 3 of resistant metal or PVC corner angles are then fastened to this report. the corner,followed by a second coat of joint compound. When the second coat is completely dry, a third coat of 3.3.2.1 Floors:When Hardibackere(square-edge)under- topping compound is applied over the area. Topping layment is used on floors, the subfloor assembly shall compound is also applied over all fastener heads in inter- consist of a minimum 5/8 inch (15.9 mm) thick, Exterior mediate locations. Grade, Group 2 or 3 species plywood or equivalent thick- ness of subfloor and shall be designed such that the 3.3.1.2 Tile Finish: TitanTm (tapered-edge) panel is in- maximum deflection in a plane, including live and dead stalled with the long dimension either vertical or horizontal loads,is 0360 of the span,in accordance with the applica- to nominal 2 x 4 wood-framing members or minimum No. ble code.Movementjoints shall be provided where existing 20 gage(0.0329 inch, 0.84 mm) metal framing members structural joints (building control joints) occur and where spaced 24 inches(610 mm)on center,maximum,with end changes in direction occur such as in "L"-shaped rooms. joints staggered from adjacent courses in both vertical and For large tiled areas, movement joints are provided in horizontal applications. To comply with ANSI A108.11, accordance with ANSI A108,Section AN-3.7. framing members are spaced 16 inches (406 mm) on The subfloor is then covered with a minimum 3/32 inch(2.4 center, maximum. To fasten to wood framing members, mm)thick latex,or acrylic-modified thinset setting material. minimum 1 1/4 inch (32 mm) long, corrosion-resistant Hardibacker(square-edge)underlayment is then installed (galvanized or stainless steel)roofing nails,or 1 1/4 inch(32 in a staggered brick pattern at right angles to the subfloor mm)long No.8-18 by 0.375 inch(9.5 mm)HD Hi-Loe S8, and fastened before the setting material films over. self-drilling, corrosion-resistant, ribbed Phillips waferhead screws are used and spaced a maximum of 6 inches(152 The underlayment is fastened with 1 1/4 inch(32 mm)long, mm)on center at all supports.To fasten to metal framing corrosion-resistant(galvanized or stainless steel) roofing members, minimum 1 v4 inch (32 mm) long No. 8-18 by nails or 1 inch(25.4 mm)long No.8-18 by 0.323 inch(8.2 0.375 inch(9.5 mm)HD Hi-Loe S8 or S-12TM self-drilling, mm)HD Hi-Loe S8,self-drilling,corrosion-resistant,ribbed corrosion-resistant, ribbed Phillips waferhead screws are buglehead screws. To meet the requirements of ANSI used and spaced a maximum of 6 inches (152 mm) on Al 08.11, minimum 1 1/4 inch (32 mm) long No. 8-18 by center at all supports. Fasteners are located at least 3/8 0.375 inch(9.5 mm)HD Hi-Loe S8,self-drilling,corrosion- inch(9.5 mm)from board edges, and 2 inches (51 mm), resistant ribbed Phillips waferhead screws are used. minimum,from board corners.Corner gaps are filled with a Fasteners shall be located a maximum of 8 inches (203 flexible, silicone sealant compatible with fiber-cement. mm) on center around the perimeter and in the field. Panels are placed with a minimum 1/4 inch (6.4 mm) Fasteners shall be located a minimum of 3/8 inch(9.5 mm) Report No.NER-405 Page 5 of 32 and a maximum of 314 inch (19.1 mm)from the underlay- removed and/or replaced as necessary to create a smooth ment edges, and 2 inches (51 mm) minimum, from and level surface.The ability of the existing floor structure underlayment corners.For latex or acrylic modified thinset and subfloor to support the additional loads of the under- mortars,the joints shall be reinforced with 2 inch(51 mm) layment and new floor finish shall be substantiated.Alter- wide, high-strength, coated, alkali-resistant, glass fiber ations shall comply with applicable codes. reinforcing tape embedded into the wet mortar and allowed The underlayment boards are laid in a staggered end joint to dry thoroughly. pattern at right angles to the subflooring.Joints are offset Floor tiles complying with ANSI Al 37.1 are attached to the 1/8 inch (3.2 mm) from walls and cabinet bases and cut board with flexible Type I mastic adhesives complying with edges turned to the outside,wherever possible. ANSI A136.1, or acrylic or latex-modified thinset mortars 3.3.3.1 Resilient Flooring: With the side marked for complying with ANSI A118.4, in accordance with ANSI resilient flooring face up, HardibackerO(MultilayO)under- A108.The same adhesives are also used to fill and level layment is placed over the prepared subflooring and the sheet joints. fastened to support framing with either 3d, corrosion- 3.3.2.2 Walls:HardibackerO(square-edge)and Hardibacker resistant, ring-shank nails, or No. 18 gage, (0.0475 inch) 5000(square edge) underlayments are installed with the corrosion-resistant staples with a 1/4 inch(6.4 mm)crown, long dimension either vertical or horizontal to nominal 2 x 4 located a maximum of 3 inches(76 mm)on center around wood framing members or minimum No. 20 gage(0.0329 the board perimeter and 6 inches(152 mm)on center in the inch,0.84 mm)metal framing members spaced a maximum field. Fasteners shall be located at least 318 inch(9.5 mm) of 24 inches(610 mm)on center with end joints staggered from the underlayment edges and 2 inches (51 mm), from adjacent courses in both vertical and horizontal minimum,from underlayment corners.Fastener heads shall applications.To comply with ANSI Al 08.11,framing mem- be flush with the surface. Fasteners shall be of sufficient bers shall be spaced a maximum of 16 inches(406 mm)on length to penetrate at least 1 inch (25.4 mm) into sound center.To fasten to wood framing members,minimum 1 1/4 subflooring or framing. inch (32 mm) long, corrosion-resistant (galvanized or stainless steel)roofing nails or 1 1/4 inch(32 mm)long No. To minimize the possibility of surface irregularities in the 8-18 by 0.375 inch (9.5 mm) HD Hi-Lo0 SO, self-drilling, underlayment and fastener heads penetrating through the corrosion-resistant, ribbed Phillips waferhead screws are resilient flooring, the boards shall be installed flush and used and spaced a maximum of 8 inches (152 mm) on level. Height variations are treated by filling joints,gouges center at all supports.To fasten to metal framing members, and low spots with a water-resistant,cementitious leveling minimum 1 114 inch(32 mm) long No. 8-18 by 0.375 inch compound recommended by the floor-covering manufac- (9.5 mm)HD Hi-Lo0 SO or S-12Tm,self-drilling,corrosion- turer.Afterthe leveling compound has dried,filled areas are resistant ribbed Phillips waferhead screws are used and sanded level to the surrounding subfloor. spaced a maximum of 8 inches (152 mm)on center at all Priorto the application of the resilient flooring,the prepared supports. Fasteners are located at least 3/8 inch(9.5 mm) surfaces shall be free of dust, grease and other foreign from board edges and 2 inches (51 mm), minimum, from material. board corners.Corner gaps are filled with a silicone sealant compatible with fiber-cementundedayments.Underlayments Finish floor coverings are installed in accordance with the are placed with a minimum 1/4 inch(6.4 mm)clearance from flooring material manufacturer's published instructions, the floor surfaces and other horizontal tile termination which shall include application procedures, compatible locations,such as above tub edges.This gap shall be free of adhesives and recommended accessories. adhesive and grout and filled with a flexible sealant.For large tiled areas,movementjoints are provided in accordance with 3.3.3.2 Tile:With the side marked for tile face up,follow the ANSI Al 08,Section AN-3.7. additional instructions described in Section 3.3.2.1 of this Wall tiles complying with ANSI A137.1 are attached to the report. underlayment with flexible Type I mastic adhesives comply- 3.3.4 TitanTm-FR Panel ing with ANSI A136.1, or acrylic or latex-modified thinset mortars complying with ANSI Al 18.4, in accordance with Titan TM-FR (tapered-edge) panel is only intended for dry ANSI A108.The same adhesives are used to fill and level interior wall and ceiling applications. The panel has a the sheet joints. Joints shall be reinforced with 2 inch(51 smooth finish with tapered edges on the two long dimen- mm)wide,high-strength,coated,alkali-resistant,glass fiber sions for joint treatment.Dimensions are as noted in Table reinforcing tape embedded into the wet mastic or modified 1 of this report. thinset mortar and allowed to dry thoroughly. 3.3.4.1 Paint or Wallpaper Finish: TitanTm-FR tapered- 3.3.3 HardibackerO(MultilayO) edge panel is installed with the long dimension eithervertical or horizontal to nominal 2 x 4 wood framing members or Hardibacker®(MultilayO)underlayment is only intended for minimum No.20 gage(0.0329 inch,0.84 mm)steel framing interior floors including shower and bath areas(excluding members, spaced a maximum of 24 inches (610 mm) on the shower floor). Subsequent finishing with resilient floor center with end joints staggered from adjacent courses in coverings or tile is required.The underlayment face has a both vertical and horizontal applications.To fasten to wood smooth(sanded)surface,an opaque acrylic seal coat and framing members, minimum 17/8 inch (47.6 mm) long square edges for close-butted joints.The face of the sheet gypsum board nails or minimum 1 112 inch (38 mm) long, is identified for resilient flooring. The reverse side of the Type W, gypsum board screws are used and spaced a underlayment has a smooth (unsanded) surface, is un- maximum of 8 inches(203 mm)on center at all supports.To sealed and has square edges for close-butted joints.The fasten to metal framing members, minimum 1 inch (25.4 reverse side of the sheet is identified for tile. Dimensions mm)long,Type S or S-12,self-drilling gypsum board screws are noted in Table 1 of this report. are used and spaced a maximum of 12 inches(305 mm)on The underlayment shall be installed over a structurally center at all supports.Fasteners shall be located at least 3/8 sound subfloor assembly designed to limit the maximum inch (9.5 mm) from board edges, and 2 inches (51 mm), deflection in a plane,including live and dead loads,to L/360 minimum,from board corners.wall panels are placed with a of the span,in accordance with the applicable code. minimum 1/4 inch(6.4 mm)clearance from the floor surface. Metal or PVC corner angles are attached with the above When the underlayment is installed on existing floor con- described nails or screws placed approximately 12 inches struction, floor finishes and subflooring shall be repaired, (305 mm)on center. s Page 6 of 32 Report No.NER-405 Aflush-joint procedure is permitted on Titan TM-FR(tapered- of adhesive is "buttered" to the leading edge of the first edge)panels.Gypsum board joint compounds,complying installed sheet and the next sheet laid against it ensuring with ASTM C474 and C475, shall be troweled into the that an adequate film of adhesive is present. Forcing joints.Paper joint tape or equivalent is embedded into the adhesive into the joint after the sheets have been fastened wet joint compound and allowed to dry thoroughly. A is not permitted.After the joint is filled,any excess adhesive second coat of joint compound, approximately 8 inches shall be removed from the surface of the sheet. (203 mm)wide,is then applied across the joint and allowed Use as a diaphragm is outside the scope of this report. to dry.A third coat of topping compound, 10 inches(254 mm)wide, is applied across the joint.Topping compound Allowable loads are as follows: shall also be applied over all fastener heads in intermediate locations. ALLOWABLE UNIFORM LOAD AT DEFLECTION LIMIT=L/360' Internal comers are finished by filling with joint compound, working the joint tape into the joint,and applying a second JOIST SPACING coat of joint compound.A third coat of topping compound PRODUCT 16 inches o.c. 24 inches o.c. is applied over the area. External comers are treated by filling the joint with joint Compressed Sheet II 190 psf 105 psf compound and allowing it to dry thoroughly. Corrosion- (1/2 and 5/8 inch thick) resistant metal or PVC corner angles are then fastened to Compressed Sheet II 300 psf 145 psf the corner,followed by a second coat of joint compound. 3/4 inch thick) When the second coat is completely dry, a third coat of For SI: 1 inch=25.4 mm, 1 psf=47.88 Pa topping compound is applied overthe area.Joint compound is also applied over all fastener heads in intermediate 1. L=length of span(inches) locations. 3.5 FIRE-RESISTANCE RATED ASSEMBLIES 3.4 SUBFLOOR PANELS 3.5.1 Assembly 1 Compressed sheet is used as subfloohng over complying The nonsymmetrical nonloadbearing,1 hour,fire-resistance wood or metal floor joists spaced a maximum of 24 inches rated wall assembly consists of minimum 3 5/8 inch(92 mm) (610 mm)on center.The panels have a smooth unsanded deep,No.20 gage(0.0359 inch,0.91 mm),steel"C"studs surface. Cutouts for plumbing and electrical shall be at 24 inches(610 mm)on center with corresponding top and oversized.Floor opening penetrations shall be protected in bottom tracks.One layer of 5/8 inch(15.9 mm)thick Type"X" accordancewith the applicable code.Dimensions are noted gypsum board, 48 inches (1219 mm) wide, is applied in Table 1 of this report. vertically to the studs and secured with 11/4 inch(32 mm) Panels are installed over two or more spans,with the long long,Type S,gypsum board screws,spaced 8 inches(203 dimension perpendicular to supports. The sheets are mm)on center at board edges and 12 inches(305 mm)on fastened to wood framing members by counterstriking center at intermediate framing members.The 5/8 inch(15.9 minimum No. 10 by 0.350 inch(8.9 mm)HD wood screws mm) thick gypsum board joints and screw heads require spaced a maximum of 12 inches(305 mm)on center at all treatment consisting of jointcompound followed by jointtape supports.The sheets are fastened to metal framing mem- and a second layer of joint compound.The opposite face of bers by counterstriking minimum No. 9-18 by 0.350 inch the wall is covered with one layer of 1/2 inch(12.7 mm)thick (8.9 mm)HD S-12Tm,self-drilling,corrosion-resistant ribbed Hardirock®Max"C"Tm(Type"X")gypsum board,followed by buglehead screws spaced a maximum of 6 inches (152 one layer of either 1/4 inch(6.4 mm)thick TitanT°"(tapered- mm)on center around the sheet perimeter and 12 inches edge), Hardibacker® (square-edge), or Harditex® board. (305 mm)on center at immediate joist locations.Fasteners Boards are applied vertically to framing members with shall be of sufficient length to penetrate at least 1 inch(25.4 vertical edges staggered 24 inches(610 mm).The 1/2 inch mm)into wood framing members or 1/4 inch(6.4 mm)into (12.7 mm)thick HardirockO Max"C" m (Type"X")gypsum metal framing members. Holes are drilled in compressed board is fastened to the framing members with 11/4 inch(32 sheet with a masonry bit, allowing a 0.04 inch(1.02 mm) mm)long,Type S,gypsum board screws spaced 24 inches clearance over diameter of screw to be used.Fasteners are (610 mm) on center. TitanT"' Hardibacker®or HarditexO located a minimum of 3/8 inch(9.5 mm)and a maximum of boards are fastened through the gypsum board to the 3/4 inch(19.1 mm)from sheet edges,and 2 inches(51 mm) framing members with minimum 15/8 inch(41 mm)long by minimum from sheet corners.Fastenerheads areflush with minimum 0.323inch(8.2mm)HDHi-Lo@)S®orS-12TMself- the surface.Edges shall be blocked or the panels shall be drilling, corrosion-resistant, ribbed buglehead or ribbed covered with minimum 1/4 inch(6.4 mm)thick underlayment Phillips waferhead screws located a maximum of 8 inches or 3/4 inch(19.1 mm)thick wood strip finish flooring. (203 mm) on center. Board joints and fasteners require treatment similar to that described in Sections 3.3.1.1, As an alternative,sheets are field glued in conjunction with 3.3.1.2, 3.3.2.2 and 3.2.4 of this report mechanical fastening with a structural adhesive(APAIHUD AFG-01)applied to joints. Framing members shall be free 3.5.2 Assembly 2 of surface moisture,dirt,cement and otherforeign materials The nonsymmetrical nonload bearing,1 hour,fire-resistant prior to application of the adhesive. Adhesives shall be rated wall assembly consists of minimum 3 5/8 inch(92 mm) applied in accordance with the adhesive manufacturer's deep,No.25 gage(0.0209 inch,0.53 mm),steel"C"studs instructions. The application rate shall be a 1/4 inch (6.4 at 16 inches (406 mm) on center with corresponding top mm) diameter bead applied to each joist or blocking and bottom tracks. One layer of 5/8 inch (15.9 mm) thick member,except two 1/4 inch(6.4 mm)diameter beads are Type "X" gypsum board, 48 inches (1219 mm) wide, is applied where sheets abut on a joist. Installation of the applied vertically to the studs and secured with minimum 1 sheets shall be within the time limit designated by the inch (25.4 mm) long, Type S, gypsum board screws, adhesive manufacturer. spaced 8 inches(203 mm)on center at board edges and Where more than one sheet is used,an effective seal shall 12 inches (305 mm) on center at intermediate framing be provided between sheets.The bonded surfaces shall be members.The 5/8 inch (15.9 mm) thick Type"X"gypsum clean and an approved structural adhesive (APA/HUD board joints and screw heads require treatment consisting AGF-01) shall be used. Edges of the sheets to be joined ofjoint compound followed byjoint tape and a second layer shall be thoroughly cleaned and the dust removed.A layer of joint compound. The stud cavities are insulated with Report No.NER-405 Page 7 of 32 minimum 3 inch(76 mm)thick, 3 pcf(48 kg/m3), unfaced, water-resistant core gypsum sheathing and one layer of friction-fit, mineral fiber insulation complying with ASTM maximum 12 inch (305 mm) wide Hardiplank@ lap siding C665,Type I.The opposite face of the wall is covered with lapped a minimum of 1 1/4 inches (32 mm). The 1/2 inch one layer of 7n6 inch(11.1 mm)thick Hardibacker@(square (12.7 mm) thick Type "X" water-resistant core gypsum edge)or Titan TM (tapered edge)or Harditex@ boards.The sheathing is applied vertically to framing members with boards are applied vertically to framing members with vertical edges staggered 24 inches(610 mm)from thejoints vertical edges staggered 16 inches (406 mm). Hardi- on the opposite side.The 1/2 inch(12.7 mm)thick Type"X" backer®,Titan TM or Harditex@ boards are fastened through water-resistant core gypsum sheathing is fastened to the to the framing members with minimum 1 inch (25.4 mm) framing members with 13/4 inch(44 mm)long roofing nails long No. 8-18 by 0.323 inch (8.2 mm) HD self-drilling, spaced 7 inches (178 mm) on center in the field and 4 corrosion-resistant, Hi-Lo@ SO ribbed buglehead (or inches (102 mm) on center along the perimeter of each equivalent) screws located a maximum of 6 inches (152 board. An outer layer of 5n6 inch (7.5 mm) thick, 12 inch mm)on center.Board joints and fasteners require treatment (305 mm)wide Hardiplank®lap siding is applied overthe 1/2 similar to that described in Sections 3.3.1.1, 3.3.1.2 or inch(12.7 mm)thick Type"X"water-resistant core gypsum 3.3.2.2 of this report, and using the glass fiber reinforcing sheathing by attaching a 1 1/2 inch (38 mm) wide Hardi- tape. plank@ starter strip attached through the gypsum sheathing 3.5.3 Assembly 3 into the bottom plate and 12 inch (305 mm) wide Hardi- plank@ lap siding applied horizontally with a minimum The nonsymmetrical limited loadbearing,1 hour fire-resistant nominal 1 1/4 inch (32 mm) headlap and fastened with a rated wall assembly consists of nominal 2 x 4 wood studs at single 6d corrosion resistant common nail driven through the 16 inches (406 mm) on center with two top plates and a lapped planks at each stud. single bottom plate.The lesser of 800 pounds per stud or 31 percent of full design load is permitted to be superimposed, 3.5.5 Assembly 5 provided structural consideration for axial, flexural and The symmetrical nonload bearing,1 hour,fire-resistant rated accordance with Part 1.11 oof grain the National Design Specification, bearing perpendicular stresses are resolved in wall assembly consists of minimum 3 5/8 inch(92 mm)deep, f 1997 edition, published by the American Forest & Paper No.20 gage(0.0359 inch,0.91 mm),steel"C"studs at 24 Association.One layer of 5/8 inch(15.9 mm)thick Type"X" inches (610 mm) on center with corresponding top and gypsum board, 48 inches (1219 mm) wide, is applied bottom tracks. Both sides of the wall are covered with one vertically to the studs and secured with minimum 17/8 inch layer of 1/2 inch (12.7 mm) thick Hardirock@ Max "C"m (22 mm)long cup-head gypsum board nails,spaced 7 inches (Type"X")gypsum board,followed by one layer of either 1/4 (178 mm)on centerat board edges and intermediate framing inch(6.4 mm)thick Titanlm (tapered-edge), Hardibacker@ members. The 5/8 inch (15.9 mm) thick Type"X" gypsum (square-edge), or Harditex@ boards. Boards are applied board joints and nail heads require treatment consisting of either perpendicular(horizontally) or parallel (vertically)to joint compound followed by joint tape and a second layer of framing members.Base layer and face layer board joints of joint compound.The stud cavities are insulated with minimum both wall sides are offset by 24 inches (610 mm).The 112 3 inch(76 mm)thick,3 pcf,unfaced,friction-fit,mineral fiber inch (12.7 mm) thick Hardirock@ Max "C"TM' (Type "X") insulation complying with ASTM C665,Type I.The opposite gypsum board is fastened to the framing members with face of the wall is covered with one layer of 7/16 inch (11.1 minimum 1 inch (25.4 mm) long, Type S, gypsum board mm)thick Titan TM(tapered-edge)or Hardibacker@(square- screws spaced 24 inches (610 mm) on center. TitanTm, edge)fibercement underlayment.The fiber cement board is Hardibacker@ or Harditex@ boards are fastened through the applied vertically to framing members with vertical edges gypsum board to the framing members with minimum 15/8 staggered 16 inches (406 mm) from the gypsum board inch(41 mm)long by minimum 0.323 inch(8.2 mm)HD Hi- edges.Boards are fastened through tothe framing members Lo@ S@ or S-12Tm self-drilling, corrosion-resistant, ribbed with minimum 1 1/2 inch (38 mm) long, corrosion-resistant buglehead or ribbed Phillips waferhead screws located a roofing nails located a maximum of 6 inches(152 mm) on maximum of 8 inches(203 mm)on center.Board joints and center.Board joints and fasteners require treatment similar fasteners require finish treatment similarto that described in to that described in Section 3.3.2.2 of this report.The side of Sections 3.3.1.1,3.3.1.2,3.3.2.2,or 3.2.4 and of this report. the wall clad with fiber-cement board is covered with stan- dard grade ceramic tile, nominal 1/4 inch (6.4 mm) thick . 3.5.6 Assembly 6 Tiles,any expansion or control joints,and grout are installed The symmetrical nonload bearing, 1 hour, fire-resistant in accordance with ANSI A108.4 when Type I organic rated wall assembly consists of minimum 3 5/8 inch(92 mm) adhesive is used,or ANSI Al 08.5 if dry set,acrylic-modified deep,No.20 gage(0.0359 inch,0.91 mm),steel"C"studs or latex-modified portland cement mortar is used. at 24 inches (610 mm) on center with corresponding top 3.5.4 Assembly 4 and bottom tracks. Both sides of the wall are covered with one layer of 5/8 inch (15.9 mm) thick TitanT°-FR panel. The nonsymmetrical loadbearing 1 hour fire-resistant rated Boards are applied either perpendicular (horizontally) or wall assembly consists of nominal 2 x 4 wood studs at 24 parallel (vertically) to framing members. Panel joints are inches(610 mm)on center with two top plates and a single offset by 24 inches(610 mm).The 5/8 inch(15.9 mm)thick bottom plate.Full design loads are permitted to be superim- TitanTm-FR panel is fastened to the framing members with posed, provided structural consideration for axial flexural minimum 1 inch (25.4 mm) long, Type S, gypsum board and bearing perpendicular-to-grain stresses are resolved in screws spaced 12 inches(305 mm)on center.Board joints accordance with Part 111oftheNationa/Design Specification, and fasteners require finish treatment similar to that 1997 Edition, published by the American Forest& Paper described in Sections 3.3.1.1 or 3.3.1.2 of this report. Association. One layer of 5/8 inch (15.9) thick Type "X" gypsum board, 48 inches (1219 mm) wide, is applied vertically to the studs and secured with minimum 1 3/4 inch 4.0 INSTALLATION (44 mm) long cup-head gypsum board nails, spaced 7 inches(178 mm)on center at board edges and intermediate Installation shall comply with this report and a copy of this framing members. The 5/8 inch (15.9 mm) thick Type "X" report shall be available at all times on the jobsite during gypsum board joints and nail heads require treatment installation.Additional details are in the applicable manufac- consisting of joint compound followed by joint tape and a turer's product information sheets issued December 1993. second layer of joint compound.The stud cavities are either Where non-editorial differences occur between the manu- insulated or uninsulated. The opposite face of the wall is facturer's product information sheets and this report, this covered with one layer of 1/2 inch(12.7 mm)thick Type"X" report shall be null and void. Page 8 of 32 Report No.NER-405 5.0 IDENTIFICATION 6.6 Ramtech Laboratories,Inc.,Test Report No.8047-87, dated April 6, 1987,containing testing in accordance James Hardie Building Products, Inc., Hardiflex@, Hardi- with ASTM E72,Conducting Strength Tests of Panels panel® and Hardisoffit@ boards; Harditex® baseboards; for Building Construction - Section 9, Transverse TitanTv,TitanTA°-FR,Hardibacker@,Hardibacker500®and Load;and Section 14, Racking Load. Multilay@ lining boards and underlayments; Compressed Sheet subflooring; pallets of Hardiplank® lap siding; 6.7 Structural Calculations for "Determination of Wind Hardie@ Shingleside@ cladding and Shingleside@ Heri- Speed"by Ronald 1.Ogawa,P.E.,in accordance with tageTm panels shall bear a label identifying the manufac- Section 1205 of the 1988 Standard Building Code. turer's name and telephone number,the product name,and 6.8 The following test reports were issued by Inspection the name of the quality control agency, Intertek Testing Concepts for'Transverse Load Tests"of panels: Services,Inc.(NER-QA219),and this report number(NER- 405)for field identification. Report No. Date IC-1021-88 May, 1988 6.0 EVIDENCE SUBMITTED IC-1022-88 May, 1988 6.1 The following test reports issued by the Building IC-1042-88 February, 1989 Research Association of New Zealand (BRANZ) in IC-1054-89 September, 1989 accordance with ASTM E72,Conducting Strength Test IC-1055-89 September, 1989 of Panels of Building Construction, Section 9,Trans- IC-1121A-91 March 20,1991 verse Load,and Section 14, Racking Load: IC-1121B-91 March 20, 1991 IC-1201-92 January 22, 1993 Report ASTM Standard IC-1203-92 January 22, 1993 No. Date Section IC-1228-93 July 2, 1993 S100 June, 1984 g IC-1270-94 April 20, 1994 S101 June, 1984 9 IC-1271-94 April 20, 1994 S102 June, 1984 9 6.9 The following test reports were issued by Inspection S103 June, 1984 9 Concepts for"Racking Tests"of panels: S104 June, 1984 9 S105 June, 1984 14 Report No. Date S106 June, 1984 14 IC-1013-88 January, 1988 S109 July, 1984 9 IC-1014-88 January, 1988 S112 August, 1984 14 IC-1030-88 September, 1988 5113 August, 1984 9 STR122 April, 1985 9 IC-1032-88 September, 1988 IC-1037-88 November, 1988 STR123 April, 1985 14 IC-1038-88 November, 1988 STR127 April, 1985 9 IC-1057-89 September, 1989 STR128 May, 1985 14 STR131 May, 1985 9 IC-1062-89 November,1989 STR132 May, 1985 1 14 1 IC-1100-90 October 30, 1990 IC-1107-91 January 5, 1991 6.2 The following test reports issued by the Building IC-1108-91 January 6, 1991 Research Association of New Zealand (BRANZ) in IC-1109-91 January 8, 1991 accordance with the weatherability test procedures IC-1110-91 January 8, 1991 noted: IC-1120A-91 March 20, 1991 IC-1120B-91 March 20, 1991 Report IC-1120C-91 March 20, 1991 No. Date Procedure IC-1120D-91 March 20, 1991 MTR658 November, 1983 U.B.C.Standard IC-1202-92 January 22, 1993 32-12 IC-1202-92 January 22, 1993 MTR662 November,1983 FreezeiThaw IC-1237-93 August 5, 1993 MTR709 June, 1984 Percolation Test IC-1273-94 April 20, 1994 MTR723 May, 1984 ASTM G26, D2616, IC-1274-94 April 29, 1994 FD-714 6.10 The following test reports were issued by Inspection MTR778 June, 1985 NSZ3204;Wet/Dry Concepts for"Transverse Load Tests"of planks: Cycling MTR787 June, 1985 U.B.C.Standard Report No. Date 47-17 T176 June, 1984 ASTM E96 IC-1020-88 May, 1988 T177 I June, 1984 I ASTM E96 IC-1011-88 January, 1988 IC-1034-88 October, 1988 6.3 Quality control procedural manual signed by James IC-1035-88 October, 1988 Hardie and Company(November 5, 1993), and ETL 6.11 The following test reports were issued by Southwest Testing Laboratories(November 8, 1993). Research Institute for 1 hour Fireresistant Assem- 6.4 Manufacturer's descriptive literature blies": 6.5 United States Testing Company,Test Report No.LA Report No. Date 50049-1,dated February 7,1985,containingtesting in 01-2602-802 March, 1989 accordance with ASTM E84, Test of Surface Burning 01-2602-803 March, 1989 Characteristic of Building Materials. r Report No.NER-405 Page 9 of 32 6.12 Structural calculations verifying design values for 6.28 Ramtech Laboratories, Inc.,Test Report No.8108C- Table 2 and 3 of this report, prepared by Inspection 87, dated June 24, 1987, in accordance with ASTM Concepts dated March 7,1990,signed and sealed by E72, Section 9, transverse load on 1/2 inch and 3/4 Ronald I.Ogawa, P.E. inch thick compressed sheet panels. 6.13 Inspection Concepts,Test Report No. IC-1093A-90, 6.29 Inspection Concepts, Test Report No. IC-1257-94, dated October 18, 1990, in accordance with ASTM dated January 13, 1994, in accordance with ASTM E136. E331 for water penetration of 1/4 inch thick Hardi- panel®vertical siding. 6.14 Smith-Emery Company,Test Report No.L-87-1732, 6.30 Inspection Concepts, Test Report No. IC-1243-93, dated October 8, 1987, in accordance with ANSI dated August 26, 1993, in accordance with ASTM A118.9. E228 for linear-thermal expansion of 1/4 inch thick 6.15 United States Testing Company,Inc.,Test Report No. James Hardie fiber cement products. 176842, dated September 14, 1990, in accordance 6.31 Ramtech Laboratories,Inc.,Laboratory No.9778-93, with ASTM D1037. IC-1225-93, dated June 4, 1993,. The Hardibacker 6.16 Truesdail Laboratories,Inc.,Test Report No.30240-1, board was tested in accordance with ASTM C177 dated March 1, 1989, revised March 28, 1991, in Test for Steady-StateThermalTransmissionProper- accordance with ASTM G21. ties by Means of the Guarded Hot Plate.The results are listed in Table 4 of this report. 6.17 Truesdail Laboratories,Inc.,Test Report No.30240-2, 6.32 Ramtech Laboratories,Inc.,Test Report No.IC-1230- dated March 1, 1989, revised March 28, 1991, in 93, Laboratory No. 9778-93, dated June 1993. The accordance with ASTM G22. Hardibacker®board materials were tested in accor- 6.18 Inspection Concepts, Report No. IC-1131-91, dated dance with ASTM E96-90 to determine the water vapor transmission properties. The average perm- May 8, 1991,in accordance with ASTM C947, C666 eance(perms)of the panels are shown in Table 5 of Procedure B,and ANSI-136-1. this report. 6.19 ETL Testing Laboratories,Report No.497742,dated 6.33 Ramtech Laboratories, Inc.Laboratory No. 10367A- March 5, 1990, in accordance with ASTM E84. 95/1363, dated September 18, 1995. The 7 1r2 inch and 91/2 inch wide HardiplankO lap sidings were 6.20 Inspection Concepts, Report No. IC-1039-89, dated tested in accordance with ASTM E330 Transverse January 6, 1989, revised May 11, 1990, containing Load Test.The panels were installed on nominal 2 x comparative fastener pullout and pull-through testing 4 wood structural members spaced 16 inches on results. center(o.c.). 6.21 James Hardie Building Products,Inc.product informa- 6.34 Structural Calculations verifying design values for tion sheets issued October 1991. Table 3 of this report, prepared by Inspection Con- cepts dated October 6, 1995, signed by Ronald I. 6.22 Structural calculations verifying design values for Ogawa, P.E. Table 2 and 3 of this report, prepared by Inspection Concepts dated October 20, 1993,signed by Ronald 6.35 Wind analysis and calculations for Hardishingle and 1.Ogawa,P.E. Hardislateroofing and Hardie@ShinglesideOcladding installed with 8, 7, and 6 inch weather exposures. 6.23 Letter correcting structural calculations for BRANZ Analysis and calculations conducted by Ronald 1. Reports S106 and STR128 prepared by Inspection Ogawa,P.E.dated March 28, 1997;March 31, 1997; Concepts dated February 14, 1993, signed and and April 2, 1997. sealed by Ronald I.Ogawa, P.E. 6.36 Structural calculations to determine design wind load 6.24 Letter reviewing "Racking Tests" and "Transverse on 8.25 HardiplankO,dated October24,1996,signed Load Tests"for Group III wood species verification for and sealed by Ronald I. Ogawa, P.E. of Inspection Table 2 and 3 of this report, prepared by Inspection Concepts Inc.. Concepts dated October 14,1993,signed and sealed 6.37 Structural calculations to determine design values for by Ronald I.Ogawa, P.E. Table 2a,2b,and 3 of this report,prepared by Inspec- tion Concepts dated July 16,1997,July 19,1997,and 6.25 The following test reports were issued by Omega Point August 19, 1997, signed and sealed by Ronald I. Laboratories for"l hour Fireresistant Assemblies": Ogawa,P.E. 6.38 Ramtech Laboratories,Inc., Report Lab. No. 10868- ReportNo. Date 97/1475, dated June 26, 1997. The report contains 11710-92783 February 13,1992 results of testing in accordance with ASTM E72 and 11710-92851 September 9,1992 ASTM E330 on 5/16 inch thick Hardipanel. 11710-98414 May 1, 1995 6.39 Ramtech Laboratories, Inc., Report Lab. No. 10869- 11710-105198 August 2, 1999 97/1482, dated July 14, 1997 containing results of 11710-105199 August 3, 1999 transverse load testing in accordance with ASTM E72 on 9 112 inch wide Hardiplank®lap siding. 6.26 Ramtech Laboratories,Inc.,Test Report No.8108A- 6.40 Applied Research Laboratories,Lab No.29278-UD1, 87, dated May 20, 1987, in accordance with ASTM dated September 1, 1994, containing reports of C725 for flexural strength tests conducted on 1/2 inch tensile pull-out testing of fasteners. and 3/4 inch thick compressed sheet panels. 6.41 Structural calculations to determine the allowable 6.27 Ramtech Laboratories,Inc.,Test Report No.810813- fastener spacing based on a wind speed of 110 mph, 87, dated May 26, 1987, in accordance with ASTM Exposure Category C, prepared by Inspection Con- E72,Section 18,concentrated load on 1/2 inch and 3/4 cepts,dated November 2,1994,signed and sealed by inch thick compressed sheet panels. Ronald 1.Ogawa, P.E. Page 10 of 32 Report No.NER-405 6.42 Ramtech Laboratories,Inc.,Laboratory Number 10794- 24 inch centers and fastened with 1 1/2 inch long x 97/1458,dated March 13, 1997,containing results of 0.083 inch shank x 0.187 inch HD nails spaced at 8 an Uplift Resistance Test of 18 inch long by 12 inch inches o.c. perimeter and intermediate framing wide by 1/4 inch thick HardishingleTm roofing installed members. on 15/32 inch thick,4 ply,3 layer CDX plywood. 6.52 Wind analysis and calculations for 24 inch wide 6.43 Ramtech Laboratories, Inc., Laboratory Number vented Hardisoffit®panel for exposure categories B, 10794-97/1460, dated March 13, 1997, containing C, and D. Analysis and calculations signed and results of an Uplift Resistance Test of 18 inch long by sealed by Ronald(.Ogawa,P.E.,dated May 4,2000. 12 inch wide by 1/4 inch thick Hardie@ Shingleside@ as siding roofing installed on 7/16 inch thick Oriented 6.53 Ramtech Laboratories, Inc., Laboratory Number Strand Board utilizing 2 siding nails per 12 inch wide 11436-99/1602,dated October 29, 1999, containing panel. results of an ASTM E330 Transverse Load Test of 1/4 inch thick x 19 inch long x 48 inch wide HeritageTm 6.44 Ramtech Laboratories, Inc., Laboratory Number (half round) panel siding installed on 7/16 inch thick 10794-97/1464, dated March 13, 1997, containing APA rated Oriented Strand Board sheathing only with results of an Uplift Resistance Test of 18 inch long by 1 112 inch long x 0.083 inch shank x 0.187 inch HD 12 inch wide by 1/4 inch thick Hardie@ Shingleside@ nails spaced at 13 3/4 inch o.c. as siding roofing installed on 7/16 inch thick Oriented Strand Board utilizing 3 siding nails per 12 inch wide 6.54 Ramtech Laboratories, Inc., Laboratory Number panel. 11436-99/1603,dated October 27, 1999, containing results of an ASTM E330 Transverse Load Test of 1/4 6.45 Ramtech Laboratories, Inc., Laboratory Number inch thick x 19 inch long x 48 inch wide HeritageTm 11149-98/1554, dated October 7, 1998, containing (half round) panel siding installed on nominal 2 x 4 results of an ASTM E330 Transverse Load Test of 6 framing members spaced at 16 inch centers and 114 inch wide Hardiplank@ siding installed on 20 ga. fastened with 1 1/2 inch long x 0.083 inch shank x metal framing members spaced at 16 inch and 24 0.187 inch HD nails to each framing member. inch centers and fastened with ET&F pin fasteners through the lap to each stud. 6.55 Ramtech Laboratories, Inc., Laboratory Number 11436-99/1604, dated October 28, 1999, containing 6.46 Ramtech Laboratories, Inc., Laboratory Number results of an ASTM E330 Transverse Load Test of 1/4 11149-98/1554A,dated October 7, 1998,containing inch thick x 19 inch long x 48 inch wide HeritageTm results of an ASTM E330 Transverse Load Test of 12 (half round) panel siding installed on nominal 2 x 4 inch wide Hardiplank@ siding installed on 20 ga.metal framing members spaced at 24 inch centers and framing members spaced at 16 inch and 24 inch fastened with 1 1/2 inch long x 0.083 inch shank x centers and fastened with ET & F pin fasteners 0.187 inch HD nails to each framing member. through the lap to each stud. 6.56 Letter justifying horizontal application of panels in 6.47 Ramtech Laboratories, Inc., Laboratory Number accordance with Table 3 of this report,based on Table 11149-98/1554B,dated October 7, 1998,containing 23-II-1-1 of the 1997 Uniform Building Code and similar results of an ASTM E330 Transverse Load Test of tables in the BOCA National Building Code/1999 and 8 1/4 inch wide Hardiplank@ siding installed on 20 ga. 1999 Standard Building Code,prepared by Inspection metal framing members spaced at 16 inch and 24 Concepts Inc., dated October 20, 1999, and signed inch centers and fastened with ET&F pin fasteners and sealed by Ronald I.Ogawa,P.E. blind nailed to each stud. 6.57 Wind analysis and calculations for Hardiplank@ lap 6.48 Ramtech Laboratories, Inc., Laboratory Number siding installed with ET&F pin fasteners for exposure 11284-99/1580, dated April 15, 1999, containing categories B, C, and D. Analysis and calculations results of an ASTM E72 Racking Shear Test of 5/16 signed and sealed by Ronald I. Ogawa, P.E., dated inch thick x 48 inch wide x 96 inch long Hardipanel@ December 14, 1998. siding installed on 20 ga. metal framing members spaced at 16 inch and 24 inch centers and fastened 6.58 Wind analysis and calculations for Hardiplank@ lap with ET & F pin fasteners spaced at 4 inches o.c. siding based on various test reports of installations perimeter and 8 inches o.c. intermediate framing with nail and screw fasteners.Analysis and calcula- members. tions signed and sealed by Ronald I. Ogawa, P.E., 6.49 Ramtech Laboratories, Inc., Laboratory Number dated July 7, 1998. 11149-98/1554D,dated September 14,1998,contain- 6.59 Underwriters Laboratories Inc. letter, dated May 29, ing results of an ASTM E330 Transverse Load Test of 1997, recognizing James Hardie Gypsum's 1/2 inch 5/16 inch thick x 48 inch wide x 96 inch long Hardi- thick Hardirock@ Max "C"TA° gypsum board as an panel@ siding installed on 20 ga. metal framing alternative to Super Fire X gypsum board. members spaced at 16 inch and 24 inch centers and fastened with ET&F pin fasteners spaced at 4 inches 6.60 Underwriters Laboratories Inc.letter,dated February o.c.perimeter and 8 inches o.c.intermediate framing 23, 2000, recognizing James Hardie@ Gypsum's 1/2 members. inch thick Hardirock@ Max"C"Tm gypsum board as an alternative to Super Fire X gypsum board. 6.50 Wind analysis and calculations for Hardipanel@ panels for exposure categories B,C,and D.Analysis 6.61 Underwriters Laboratories, Inc., File R8701, Project and calculations signed and sealed by Ronald I. 96NK16606, dated December 19, 1996, containing Ogawa, P.E., dated March 26,2000. results of ANSI/UL 263 (ASTM E119, NFPA 251), Fire Tests of Building Construction and Materials,for 6.51 Ramtech Laboratories, Inc., Laboratory Number 1/2 inch thick x 8 feet long x 4 feet wide gypsum board 11552/1636,dated April 20,2000,containing results installed on steel columns of 25 MSG steel studs of an ASTM E330 Uplift Resistance Test of 1/4 inch spaced at 12 inch centers and fastened with 3 inch thick x 24 inch wide vented Hardisoffit@ panel in- long Type S self-drilling, self-tapping board screws stalled on nominal 2 x 4 framing members spaced at spaced at 12 inch centers in a UL G512 assembly. a Report No.NER-405 Page 11 of 32 6.62 Underwriters Laboratories, Inc., File R8701, Project 6.73 Omega Point Laboratories, Report Number 11710- 96NK35820, dated July 23, 1997, containing results 106315, dated March 7, 2000, containing results of of ANSI/UL 263(ASTM E119,NFPA 251),Fire Tests surface burning characteristic testing, indicating of Building Construction and Materials, for 5/8 inch compliance with ASTM E84 forthe Hardibacker500® thick x 144 inch long x 48 inch wide gypsum board backerboard. installed in a UL X515 floor-ceiling assembly. 6.74 Ramtech Laboratories, Inc., Laboratory Number 6.63 Wind analysis and calculations for Shingleside® 11569/1647,dated June 2,2000,containing results of HeritageTA° panels for exposure categories B,C,and watertightness testing performed in accordance with D. Analysis and calculations signed and sealed by ASTM C1185 on Hardibacker 500@. Ronald I.Ogawa, P.E.,dated December 3, 1999. 6.75 Ramtech Laboratories, Inc., Laboratory Number 6.64 Ramtech Laboratories, Inc., Laboratory Number 1156913/1655,dated June 27,2000,containing results 11436-99/1612,dated December 20,1999,containing of falling ball impact testing performed in accordance results of an ASTM E72 Racking Shear Test of 5/16 with ASTM D1037 on Hardibacker 500®. inch thick x 48 inch wide x 96 inch long Hardipanel® Shiplap siding installed on nominal 2 x 4 wood fram- 6.76 Ramtech Laboratories, Inc. Laboratory Number ing members spaced at 16 inch centers and fastened 11569A/1654,dated July 10,2000,containing results with 0.092 inch shank by 0.225 inch HD by 2 inch of flexural strength testing performed in accordance long nails spaced at 3 inches o.c. perimeter and 8 with ASTM C947, freeze thaw testing performed in inches o.c.intermediate framing members. accordance with ASTM C666,and bacteria resistance 6.65 Ramtech Laboratories, Inc., Laboratory Number testing performed in accordance with ASTM G22 on 11436-99/1616,dated December 27,1999,containing the Hardibacker 500®. results of an ASTM E72 Racking Shear Test of 5n6 inch thick x 48 inch wide x 96 inch long Hardipanel® 7.0 CONDITIONS OF USE Shiplap siding installed on nominal 2 x 4 wood fram- ing members spaced at 16 inch centers and fastened The National Evaluation Service finds that the James with 0.092 inch shank by 0.225 inch HD by 2 inch Hardie Building Products described in this report comply long nails spaced at 8 inches o.c. perimeter and 8 with,or are an alternative to materials noted in the BOCA inches o.c.intermediate framing members. National Building Code/1999,the 1999 Standard Building 6.66 Wind analysis and calculations of Ramtech Laborato- Code,the 1997 Uniform Building Code,and subject to the ries, Inc., Test Reports Laboratory Number 11436- following conditions: 99/1612 and 11436/1616, prepared by Inspection 7,1 Products shall be installed in accordance with this Concepts dated January 14,2000,signed and sealed report. by Ronald I.Ogawa, P.E. 6.67 Wind analysis and calculations for Hardipanel 7.2 HardiplankOlap,Hardie@Shingleside®cladding,and installed on steel studs spaced 16 and 24 inches o.c. Shtalled one Heritage panel sidings shall be Analysis and calculations signed and sealed by installed on exterior walls braced in accordance with Ronald I.Ogawa, P.E.,dated June 15, 1999. the applicable building code: 6.68 Ramtech Laboratories, Inc., Laboratory Number • Section 2305.7 of the BOCA National Building 11436-99/1619,dated January 19, 2000, containing Code/1999. results of a Uniform Negative Transverse Load Test • Section 2308.2 of the 1999 Standard Building Of 5/16 inch thick x 48 inch wide x 96 inch long Hardi- Code. panel@ Shiplap Panel installed on nominal 2 x 4 wood framing members spaced at 16 inch centers and • Section 2320.11.3 and 2320.11.4 of the 1997 fastened with 0.092 inch shank by 0.225 inch HD by Uniform Building Code. 2 inch long ring shank nails spaced at 3 inches and 8 inches o.c.perimeter and 8 inches o.c.field. 7.3 Maximum wind pressures and allowable loads for 6.69 Wind analysis and calculations of Ramtech Laborato- panel shear walls shall comply with Table 2a and 3 of ries, Inc., Test Report Laboratory Number 11436- this report,respectively. 99/1619, prepared by Inspection Concepts dated 7.4 In jurisdictions adopting the Uniform Building Code February 4, 2000, signed and sealed by Ronald I. and the Standard Building Code, Harditex® base Ogawa, P.E. board is acceptable for use as water repellant panel 6.70 Ramtech Laboratories, Inc., Laboratory Number sheathing. The weather-resistance performance of 11443/1613, dated February 10, 2000, containing joints and terminations has not been evaluated. results of testing, in accordance with ASTM C36, of 7.5 Compressed sheet of equivalent thickness to Species 5/8 inch thick x 48 inch wide x 120 inch long TitanTm- Group 1 plywood is an acceptable alternative to FR panel consisting of 1/2 inch thick Hardirock®Max plywood subflooring specified in: "C"TM gypsum board and 3/32 inch thick Hardie®fiber- cement board adhered with PVA adhesive. • Section 2307.3.3 of the BOCA National Building 6.71 Ramtech Laboratories, Inc., Laboratory Number Code/1999,Table 2307.3.3. 11443/1613,dated March 25,2000,revision to report • Section 2307.6 of the 1999 Standard Building to additionally show compliance with ASTM C1278. Code,Table 2307.6C. 6.72 Ramtech Laboratories, Inc., Laboratory Number • Section 2320.9.2 and Table 23-11-F-1 of the 1997 11443/1629,dated March 22,2000,containing testing Uniform Building Code. of Hardibacker 5008 in accordance with ASTM C1288, Standard Specification for Discrete Non- 7.6 Use of compressed sheet subfloor as a component of Asbestos Fiber-Cement Interior Substrate Sheets. a floor diaphragm is outside the scope of this report. M Page 12 of 32 Report No. NER-405 7.7 5/8 inch (15.9 mm) thick TitanTm-FR panel is recog- • Plant City, Florida nized as an alternative to 518 inch (15.9 mm) thick ASTM C36,Type"X",gypsum board,or 5/8 inch thick • Tacoma,Washington ASTM C1278,Type"X"gypsum fiber panel for use in • Rose Hill, NSW,Australia fireresistive construction recognized in the above referenced codes. • Carole Park,Queensland,Australia 7.8 The exterior siding panels installed on exterior walls • Brooklyn,VIC,Australia shall be installed over a water-resistive barrier in accordance with the applicable code. • Welshpool,WA,Australia 7.9 Flashing shall be installed at all penetrations and • Penrose,Auckland, New Zealand terminations in accordance with the applicable code. 7,11 This report is subject to re-examination on a periodic 7.10 The products shall be manufactured at the following basis. For information on the current status of this locations with quality control inspections by Intertek report consult the NES product evaluation listing or Testing Services, Inc.(NER-QA219): contact the NES. • Fontana,California • Cleburne,Texas Table 1 STANDARD NOMINAL PLANK& PANEL DIMENSIONS Product Thicknesses Type Width Length (Inches) Hardi lank 4, 5-1/4, 6, 6-1/4, 7-1/4, 7-1/2,8, p 8-1/4,9-1/4, 9-1/2 11-1/4 & 12 inches 12, 14 feet 5/16 Hardisoffit 4, 6, 12, 16, 24&48 inches 8& 12 feet 3/16& 1/4 (unvented) Hardisoffit 4, 6, 12, 16&24 inches 12 feet 1/4 (vented) Hardiflex 48 inches 8, 9& 10 feet 3/16, 1/4, 5/16&3/8 Hardipanel 48 inches 8, 9& 10 feet 1/4&5/16 Harditex 48 inches 8,9& 10 feet 1/4, 5/16, 3/8&7/16 Hardipanel Shiplap 48-3/4 inches 8,9& 10 feet 5/16 Hardibacker 36&48 inches 4, 5, 8 feet 1/4 &7/16 (square edge) Hardibacker 500 48 inches 8, 9, 10 feet 13/32 (square edge) Titan 48 inches 8, 9& 10 feet 1/4&7/16 (tapered edge) Hardibacker 48 inches 4&8 feet 1/4&5/16 (Multilay) Titan-FR 48 inches 8, 9& 10 feet 5/8 Hardie®Shingleside® 6, 8, & 12 inches 18 inches 1/4 cladding Shingleside®Heritage panel 48 inches 16 inches 1/4 (square&staggered edge) Shingleside®Heritage panel 48 inches 19 inches 1/4 (half round) Compressed Sheet 48 inches 8, 9 ,10 feet 1/2, 5/8&3/4 Notes to Table 1: 1. Plank and panel products are also available in other lengths,widths, and thicknesses by special arrangement. 2. 1 inch =25.4 mm, 1 ft=304.8 mm Report No.NER-405 Page 13 of 32 Table 2a—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Uniform Standard BOCA National Product Fastener Stud Height Building Code Building Code Building Code Product Thick. Fastener Spacing Frame Spacing of Bldg Type (in.) Type (in.) Type' (in.) (ft) B C D <60 ft C D B C D Hardiflex 4d common 20 90 70 - 90 70 - 90 70 - Hardisoffit 1-1/2 in.long 40 80 80 80 (unvented) 3/16 6 2 x 4 wood 16 60 70 70 70 100 70 70 Hardipanel 4d common 20 90 - 90 - 90 - Hardiflex 1-1/2 in.long 16 40 80 80 80 Harditex 1/4 8 2 x 4 wood 60 70 70 70 Hardisoffit 20 70 70 (unvented) 24 40 Hardisoffit 0.083"shank x 2 x 4 0-15 150 140 120 150 150 140 110 (vented) 0.187'HD 22.5 20 150 130 120 140 150 130 110 1/4 ringshank nail - SG=0.40 40 150 130 110 130 150 120 100 at 8"o.c.at all max 60 150 120 110 120 150 110 100 bearing 100 140 105 100 105 90 130 105 90 Hardipanel 6d common 20 120 100 - 120 120 - 120 100 - Hardiflex 2 in.long 40 120 95 120 110 120 90 Harditex 1/4 6 2 x 4 wood 16 60 110 90 120 110 120 90 100 100 85 70 95 70 200 90 80 70 80 70 Hardipanel No. 11 ga. 20 110 80 - 110 80 - 110 80 - Hardiflex 1-1/4 in.long 16 40 105 80 105 80 105 80 Harditex galvanized 100 90 70 70 90 70 roofing nail 150 80 70 70 80 70 1/4 6 2 x 4 wood 200 80 80 20 80 80 24 40 80 80 100 70 70 Hardipanel No. 11 ga. 20 120 90 - 120 90 - 120 90 - Hardiflex 1-1/4 in.long 4 edge 40 120 90 120 90 120 90 Harditex 1/4 galvanized 2 x 4 wood 16 60 110 roofing nail 12 field 100 100 80 80 100 80 200 90 70 70 90 70 Hardipanel 0.091 in.shank, 0-15 110 100 - 100 80 - 115 85 Hardiflex 0.225 in.HD, 4 edge 2 20 110 95 95 75 110 80 Harditex 5/16 1.5 in.long ring 8 field 2 x 4 wood 16 40 95 85 85 70 95 75 shank nail 60 90 80 80 85 70 100 80 70 70 Hardipanel 4d common 40 110 80 - 110 80 110 80 Hardiflex 1-1/2 in.long 16 100 90 70 70 90 70 Harditex 150 80 80 5/16 8 2 x 4 wood 200 70 70 20 90 90 24 40 80 80 60 70 70 Hardipanel 6d common 20 120 110 - 120 120 - 120 100 - Hardiflex 2 in.long 40 120 100 120 120 120 90 Harditex 5/16 6 2 x 4 wood 16 60 110 95 120 100 120 80 100 100 90 90 95 70 200 90 80 80 Hardipanel 6d common 20 110 80 - 120 110 - 120 80 - Hardiflex 2 in.long 40 100 80 105 90 105 80 Harditex 5/16 6 2 x 4 wood 24 60 90 70 95 90 95 70 100 80 70 80 200 70 70 Hardipanel 6d common 20 120 120 - 120 120 - 120 100 - Hardiflex 2 in.long 40 120 120 120 120 120 100 Harditex 5/16 4 2 x 4 wood 16 60 120 120 120 110 120 90 100 120 110 80 120 80 200 120 100 70 105 70 4 Page 14 of 32 Report No.NER-405 Table 2a—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Uniform Standard BOCA National Product Fastener Stud Height Building Code Building Code Building Code Product Thick. Fastener Spacing Frame Spacing of Bldg Type (in.) Type (in.) Type' (in.) (ft) B C D <60 ft C D B C D Hardipanel 6d common 20 120 105 - 120 120 - 120 105 - Hardiflex 2 in.long 40 120 100 120 110 120 95 Harditex 5/16 4 2 x 4 wood 24 60 110 90 120 110 120 90 100 100 85 80 100 80 200 1 90 80 70 80 1 70 Hardipanel 6d common 40 120 90 - 120 90 - 120 90 Hardiflex 5/16 2 in.long 6 edge 2 x 4 wood 16 60 110 Harditex 12 field 100 100 80 80 100 80 200 90 70 70 90 70 Hardipanel 0.092"shank x 0-15 140 110 95 125 150 110 90 Shiplap 2"x 0.225"HD 3 edge 2 x 4 20 130 105 95 120 150 105 85 Panel 5/16 ringshank nail 8 field 16 40 120 95 90 110 130 95 80 SG=0.40 60 115 90 85 100 120 90 75 100 105 85 80 80 - 95 80 - Hardipanel 0.092"shank x 0-15 130 100 90 120 150 105 85 Shiplap 2"x 0.225"HD 4 edge 2 x 4 20 130 100 90 115 140 100 80 Panel 5/16 ringshank nail 8 field 16 40 115 95 85 100 125 90 75 SG=0.40 60 110 90 80 95 115 85 75 100 100 80 75 75 - 90 75 - Hardipanel 0.092"shank x 0-15 130 95 85 115 140 90 80 Shiplap 2"x 0.225"HD 5 edge 2 x 4 20 120 95 80 110 140 90 80 Panel 5/16 ringshank nail 16 40 110 85 80 95 120 85 75 8 field SG=0.40 60 100 80 75 90 110 80 - 100 90 80 70 - - 90 75 - Hardipanel 0.092"shank x 0-15 120 90 80 105 140 95 75 Shiplap 2"x 0.225"HD 6 edge 2 x 4 20 115 90 80 100 130 90 70 Panel 5/16 ringshank nail 8 field 16 40 110 85 75 90 110 80 70 SG=0.40 60 100 80 75 85 100 75 - 100 95 75 - - - 80 - Hardipanel 0.092"shank x 0-15 110 85 75 100 130 90 70 Shiplap 2"x 0.225'HD 7 edge 2 x 4 20 110 80 70 95 120 85 70 Panel 5/16 ringshank nail 8 field 16 40 100 80 70 85 100 80 - SG=0.40 60 90 75 - 80 90 70 100 85 70 - - - 75 - Hardipanel 0.092"shank x 0-15 105 80 70 90 120 80 70 Shiplap 2"x 0.225'HD 8 edge 2 x 4 20 100 80 70 90 110 80 - Panel 5/16 ringshank nail 8 field 16 40 90 70 - 80 95 70 SG=0.40 60 85 70 - 75 90 - - 100 80 - - 75 - - Hardiflex No. 11 ga 20 120 120 - 120 120 - 120 120 - Harditex 1-3/4 in.long 40 120 110 120 110 120 110 7/16 galvanized 6 2 x 4 wood 16 60 120 110 120 100 120 100 roofing nail 100 110 110 90 110 90 200 110 100 80 100 80 Heritage 0.083"shank 0-15 100 70 - 80 110 70 - Panel x0.187'HD 20 90 70 - 80 105 70 - Straight 1/4 ringshank nail 13.75 40 85 70 - 70 90 70 - Installation into OSB only 60 80 - - 70 80 - - 100 70 - - - 70 - - Heritage 0.083"shank 0-15 90 70 - 80 90 70 Panel x0.187'HD 20 90 70 - 80 90 - - Staggered 1/4 ringshank nail 13.75 - 40 80 - - 70 80 - - Installation into OSB only 60 70 - - - 70 - - 100 - - - - - - - _ Heritage 0.083"shank x 0-15 150 120 110 150 150 120 100 Panel 0.187'HD 2 x 4 20 150 120 100 150 150 120 100 1/4 ringshank nail - 16 40 140 110 100 130 150 110 90 at each stud SG=0.40 60 130 105 95 120 140 100 90 100 120 100 90 90 80 110 90 80 Report No.NER-405 Page 15 of 32 Table 2a—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Uniform Standard BOCA National Product Fastener Stud Height Building Code Building Code Building Code Product Thick. Fastener Spacing Frame Spacing of Bldg Type (in.) Type (in.) Type' (in.) (ft) B C D <60 ft C D B C D Heritage 0.083"shank x 0-15 115 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 1 85 70 1 - I - - 80 - Hardiflex Min.No.8-18, 20 80 70 - 80 70 - 80 70 - Hardisoffitt 1 in.long x n.No.20 40 80 80 80 Mi (unvented) 0.323 in.HD 60 70 70 70 3/16 Hi-Lo®S®or 6 iga.x x3/8 3-5/8 16 100 70 70 S-12Tm ribbed metal 3/8C-sin. buglehead ud screws Hardipanel Min.No.8-18, 20 120 90 N/A 120 90 N/A 120 90 N/A Hardiflex 1 in.long x 16 40 110 90 110 90 110 90 Harditex 0.323 in.HD 60 100 80 100 80 100 80 Hi-Lo®S®or Min.No.20 100 90 80 80 90 80 1/4 S-12Tm ribbed 6 ga.x 3-5/8 150 90 70 70 90 70 buglehead etal t3/8 in. 200 80 70 90 70 80 70 screws metal C-stud 20 90 70 80 70 90 70 24 40 80 80 100 1 70 1 1 70 Hardipanel ET&F Min.No.20 0-15 150 115 100 130 150 120 100 0.100 x 1.5 x 4 edge ga.x 3.62 x 20 140 110 100 130 150 110 90 5/16 25'HD 8 field 1.375'Metal 16 40 130 105 90 120 140 100 90 ES 4144 C-stud 60 120 100 90 110 130 100 80 100 110 95 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 x 20 110 85 75 100 130 90 70 5/16 25"HD 8 field 1.375'Metal 24 40 100 80 70 90 110 80 70 ES 4144 C-stud 60 95 75 70 85 100 75 70 100 85 70 - - - 80 - - Hardiflex Min.No.8-18, 20 120 120 - 120 120 - 120 120 - Harditex 1 in.long x 40 120 120 120 120 120 120 0.311 in.HD Min.No.20 60 120 110 120 120 120 110 7/16 Hi-Lo®S®or 6 9a.x 3-5/8 16 100 120 110 90 120 90 S-12Tm ribbed in.xl-3/8 in. 200 110 110 80 100 80 buglehead metal C-stud screws Notes to Table 2a: 1. Values are for species of wood having a specific gravity of 0.42 or greater,unless otherwise noted. 2. Values are for species of wood having a specific gravity of 0.36 or greater. t Page 16 of 32 Report No.NER-405 Table 2b-MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in.) Fastener Stud Height Building Code Building Code Building Code Product Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B CID <60 ft C D B I C I D Hardiplank 5/16 4.00 ET&F pin Through Min.No.20 ga. 16 0-15 150 150 150 150 150 150 150 0.100 x 1.5" Overlap x 3.62"x 1.375" 20 150 150 150 150 150 150 150 x 0.25"HD Metal C-stud 40 150 150 150 150 150 150 150 60 150 150 150 150 150 150 140 100 150 150 150 11401120 150 140 120 Hardiplank 5/16 6.00 ET&F pin Through Min.No.20 ga. 16 0-15 150 150 140 150 150 150 130 0.100 x 1.5" Overlap x 3.62"x 1.375" 20 150 150 140 150 150 150 130 x 0.25"HD Metal C-stud 40 150 140 130 150 150 140 120 60 150 130 120 150 150 130 110 100 150 1130 1120 110 100 140 110 100 Hardiplank 5/16 6.25 ET&F pin Through Min.No.20 ga. 16 0-15 150 150 140 150 150 150 130 0.100 x 1.5 Overlap x 3.62"x 1.375" 20 150 150 130 150 150 150 120 x 0.25'HD Metal C-stud 40 150 140 130 150 150 140 120 60 140 130 120 150 150 130 110 100 130 130 1201 110 100 130 110 100 Hardiplank 5/16 7.50 ET&F pin Through Min.No.20 ga. 16 0-15 150 140 120 150 150 140 110 0.100 x 1.5" Overlap x 3.62"x 1.375' 20 150 130 120 150 150 130 110 x 0.25'HD Metal C-stud 40 150 120 110 130 150 120 105 60 140 120 110 130 150 110 110 100 1130 110 100 100 80 120 100 80 Hardiplank 5/16 8.00 ET&F pin Through Min.No.20 ga. 16 0-15 150 130 110 150 150 130 110 0.100 x 1.5" Overlap x 3.62"x 1.375' 20 150 130 110 150 150 130 110 x 0.25'HD Metal C-stud 40 150 120 110 130 150 120 100 60 130 110 105 12 150 110 90 100 130 110 100 95 90 120 95 85 Hardiplank 5/16 8.25 ET&F pin Through Min.No.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 0.25'HD Metal C-stud 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.No.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 Metal 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 3.62"x 1.375' 20 140 105 90 120 150 110 90 x 0.25'HD Metal C-stud 40 120 100 90 110 130 100 80 60 110 95 85 100 120 90 80 100 1105 90 1 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" Overlap x 3.62"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 60 150 125 115 140 150 125 105 100 140 120 100 100 90 130 100 90 Hardiplank 5/16 6.00 ET&F pin Through Min.No.20 ga. 24 0-15 150 120 100 140 150 120 100 0.100 x 1.5" Overlap x 3.62"x 1.375' 20 150 115 100 135 150 120 100 x 0.25'HD Metal C-stud 40 130 110 95 120 140 105 90 60 125 100 90 110 130 100 85 100 115 1001 90 80 70 110 80 75 Hardiplank 5/16 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 90 60 120 100 90 110 120 100 80 100 110 95 90 80 70 90 90 70 Hardiplank 5/16 7.50 ET&F pin Through Min.No.20 ga. 24 0-15 130 100 90 120 150 100 85 0.100 x 1.5" Overlap x 3.62"x 1.375' 20 125 100 85 110 140 100 80 x 0.25'HD Metal C-stud 40 115 90 80 100 120 90 75 60 110 85 80 95 110 80 75 100 11001 80 1 75 1 1 75 1 - 1 90 1 70 1 - Report No.NER-405 Page 17 of 32 Table 2b-MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in) Fastener Stud Height Building Code Building Code Building Code Product Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) FB7 C D <60 ft C D B C I D Hardiplank 5/16 8.00 ET&F pin Through Min.No.20 ga. 24 0-15 130 100 85 115 150 100 80 0.100 x 1.5 Overlap x 3.62"x 1.375" 20 120 95 80 110 140 100 80 x 0.25'HD Metal C-stud 40 110 90 80 100 120 90 75 60 105 85 75 95 110 80 70 100 95 80 70 1 70 1 90 70 - Hardiplank 5/16 8.25 ET&F pin Through Min.No.20 ga. 24 0-15 125 95 85 110 140 100 80 0.100 x 1.5" Overlap x 3.62"x 1.375' 20 120 90 80 105 140 90 80 x 0.25"HD Metal C-stud 40 110 85 80 95 120 85 70 60 100 80 75 90 110 80 70 100 90 80 70 70 - 90 70 - Hardiplank 5/16 9.50 ET&F pin Through Min.No.20 ga. 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 85 110 80 - 100 85 70 - - - 80 - - Hardiplank 5/16 12.00 ET&F pin Through Min.No.20 ga. 24 0-15 100 80 - 90 120 80 - 0.100 x 1.5" Overlap x 3.62"x 1.375' 20 100 80 - 90 110 80 - x 0.25'HD Metal C-stud 40 90 70 - 80 90 70 - 60 85 70 - 75 90 - - 100 80 - - - - 70 - - Hardiplank 5/16 4.00 ET&F Through Min.No.20 ga. 16 0-15 150 150 150 150 150 150 150 Panelfast top edge x 3.62"x 1.375' 20 150 150 150 150 150 150 150 0.100 x 1.5" 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 1150 15011501 150 150 150 150 140 Hardiplank 5/16 6.00 ET&F Through Min.No.20 ga. 16 0-15 150 110 100 130 140 110 90 Panelfast top edge x 3.62"x 1.375' 20 150 110 100 140 140 105 85 0.100 x 1.5' of plank Metal C-stud 40 130 100 90 120 130 95 80 x 0.25'HD 60 120 100 90 110 120 90 80 100 110 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 85 105 110 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 80 110 130 90 70 Panelfast top edge x 3.62"x 1.375' 20 120 90 80 100 120 85 70 0.100 x 1.5" of plank Metal C-stud 40 110 80 75 95 105 75 - x 0.25'HD 60 100 80 70 90 95 70 - 100 90 75 70 - - 75 - i - Hardiplank 5/16 8.00 ET&F Through Min.No.20 ga. 16 0-15 110 90 80 100 120 80 70 Panelfast top edge x 3.62"x 1.375' 20 110 85 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 8.25 ET&F Through Min.No.20 ga. 16 0-15 110 90 70 100 120 80 Panelfast top edge x 3.62"x 1.375' 20 110 80 70 95 110 80 - 0.100 x 1.5" of plank Metal C-stud 40 100 80 70 85 100 70 - x 0.25'HD 60 90 70 - 70 90 - - 100 80 70 - - - 70 - Hardiplank 5/16 4.00 ET&F Through Min.No.20 ga. 24 0-15 150 150 150 150 150 150 150 Panelfast top edge x 3.62"x 1.375' 20 150 150 150 150 150 150 150 0.100 x 1.5" of plank Metal C-stud 40 150 150 150 150 150 150 140 x 0.25'HD 60 150 150 150 150 150 150 130 100 150 1150 1150 11301110 150 130 110 Hardiplank 5/16 6.00 ET&F Through Min.No.20 ga. 24 0-15 130 100 90 110 140 95 80 Panelfast top edge x 3.62"x 1.375' 20 120 100 85 110 130 90 70 0.100 x 1.5" of plank Metal C-stud 40 110 90 85 100 110 80 70 x 0.25'HD 60 110 85 80 90 105 80 - 100 100 80 70 80 - I - Page 18 of 32 Report No.NER-405 Table 2b—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in.) Fastener Stud Height Building Code Building Code Building Code ProductFastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60 ft C D B C D Hardiplank 5/16 6.25 ET&F Through Min.No.20 ga. 24 0-15 120 95 80 110 130 90 70 Panelfast top edge x 3.62"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 0.25'HD 60 100 80 70 80 90 75 - 100 90 70 1 70 1 70 - - Hardiplank 5/16 7.50 ET&F Through Min.No.20 ga. 24 0-15 110 90 70 100 120 80 70 Panelfast top edge x 3.62"x 1.375' 20 110 85 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 75 70 80 90 70 - 100 85 70 - - - 70 - - Hardiplank 5/16 8.00 ET&F Through Min,No.20 ga. 24 0-15 100 80 70 90 110 70 - Panelfast top edge x 3.62"x 1.375' 20 100 75 70 90 100 70 - 0.100 x 1.5" of plank Metal C-stud 40 90 70 - 80 85 - - x 0.25'HD 60 80 - - 75 80 - - 100 75 - I - I - - - - Hardiplank 5/16 8.25 ET&F Through Min.No.20 ga. 24 0-15 90 70 80 100 - - Panelfast top edge x 3.62"x 1.375' 20 90 70 80 90 - - 0.100 x 1.5' of plank Metal C-stud 40 80 - - 70 80 - x 0.25'HD 60 75 - - 70 70 - - 100 70 - - - - - - Hardiplank 5/16 4.00 6d common 2" Through 2 x 4 16 0-15 150 150 150 150 150 150 150 long Overlap 20 150 150 150 150 150 150 150 40 150 150 150 150 150 150 150 60 150 150 150 150 150 150 130 100 150 15011401 130 120 150 130 120 Hardiplank 5/16 6.00 6d common 2" Through 2 x 4 16 0-15 150 150 135 150 150 150 130 long Overlap 20 150 150 130 150 150 150 130 40 150 150 120 150 150 140 120 60 150 150 120 150 150 130 115 100 150 150 120 110 100 140 110 100 Hardiplank 5/16 6.25 6d common 2" Through 2 x 4 16 0-15 150 150 120 150 150 150 130 long Overlap 20 150 150 120 150 150 150 120 40 150 150 120 150 150 140 120 60 150 130 120 150 150 130 115 100 150 130 110 110 100 150 110 100 Hardiplank 5/16 7.50 6d common 2" Through 2 x 4 16 0-15 150 150 120 150 150 140 120 long Overlap 20 150 150 120 150 150 140 120 40 150 130 110 140 150 120 120 60 150 120 110 130 150 120 115 100 130 110 110 110 90 140 100 90 Hardiplank 5/16 8.00 6d common 2" Through 2 x 4 16 0-15 150 130 120 150 150 140 110 long Overlap 20 150 130 115 150 150 140 110 40 150 120 110 130 150 120 100 60 140 120 105 130 150 115 100 100 130 110 100 95 85 120 95 85 Hardiplank 5/16 8.25 6d common 2" Through 2 x 4 16 0-15 150 130 115 150 150 140 110 long Overlap 20 150 130 110 150 150 130 100 40 150 120 110 130 150 120 100 60 140 115 105 120 150 110 100 100 130 110 100 95 80 130 95 80 Hardiplank 5/16 9.50 6d common 2" Through 2 x 4 16 0-15 150 120 110 140 150 130 105 long Overlap 20 150 120 110 140 150 120 100 40 140 110 100 120 140 120 95 60 130 105 100 120 120 120 90 100 120 100 95 90 80 115 90 80 Hardiplank 5/16 12.00 6d common 2" Through 2 x 4 16 0-15 140 110 95 130 150 110 95 long Overlap 20 140 105 95 120 150 110 90 40 120 100 90 110 140 100 85 60 115 95 85 105 120 95 80 100 11101 90 1 80 1 1 80 1 70 1100 1 80 1 70 Report No.NER-405 Page 19 of 32 Table 2b—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in.) Fastener Stud Height Building Code Building Code Building Code Product Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60 ft C D B I C D Hardiplank 5/16 4.00 6d common 2" Through 2 x 4 24 0-15 150 130 115 150 150 130 110 long Overlap 20 150 130 110 140 150 130 110 40 150 120 110 130 150 120 100 60 140 120 100 120 150 115 95 100 130 110 100 95 1 80 1120 95 80 Hardiplank 5/16 6.00 6d common 2" Through 2 x 4 24 0-15 140 110 95 130 120 110 90 long Overlap 20 140 100 95 120 120 110 90 40 130 100 95 110 120 100 80 60 115 95 85 105 120 90 80 100 105 90 80 80 70 100 80 70 Hardiplank 5/16 6.25 6d common 2" Through 2 x 4 24 0-15 120 105 95 120 120 110 90 long Overlap 20 120 100 90 120 120 100 85 40 120 95 85 110 120 95 80 60 110 90 80 100 120 90 80 100 105 85 80 80 70 100 80 70 Hardiplank 5/16 7.50 6d common 2" Through 2 x 4 24 0-15 120 95 85 110 120 100 80 long Overlap 20 120 95 85 110 120 95 80 40 110 85 80 100 120 90 75 60 100 65 75 95 120 85 70 100 95 80 70 70 70 90 70 - Hardiplank 5/16 8.00 6d common 2" Through 2 x 4 24 0-15 120 95 80 110 120 100 80 long Overlap 20 120 95 80 105 120 90 70 40 105 85 70 100 110 80 70 60 100 85 70 90 105 80 70 100 90 75 70 70 - 85 70 - Hardiplank 5116 8.25 6d common 2" Through 2 x 4 24 0-15 115 95 80 110 120 95 80 long Overlap 20 115 95 80 100 120 90 75 40 105 85 70 95 110 80 70 60 100 85 70 90 105 75 70 100 90 75 70 85 - - Hardiplank 5/16 9.50 6d common 2" Through 2 x 4 24 0-15 110 85 75 100 120 90 70 long Overlap 20 110 85 70 95 120 85 70 40 95 75 70 85 100 80 - 60 90 75 - 85 100 70 - 100 85 70 - - - 80 - - Hardiplank 5116 12.00 6d common 2" Through 2 x 4 24 0-15 70 75 - 90 110 80 - long Overlap 20 95 70 - 85 110 75 - 40 90 70 - 80 95 70 - 60 80 - - 75 85 - - 100 70 - - - - 70 - - Hardiplank 5/16 4.00 No.8-18 x Through Min.No. 16 ga. 16 0-15 150 150 150 150 150 150 150 1-5/8"long x Overlap x 3.62"x 1.375" 20 150 150 150 150 150 150 140 0.323"HD Metal C-stud 40 150 150 140 150 150 150 140 HiLo or ribbed 60 150 150 140 150 150 150 130 bungle head 100 150 150 130 150 130 115 screw 130 115 Hardiplank 5116 6.00 No.B-18 x Through Min.No. 16 ga. 16 0-15 150 150 140 150 150 150 120 1-5/8"long x Overlap x 3.62"x 1.375' 20 150 140 140 150 150 140 120 0.323"HD Metal C-stud 40 150 130 130 150 150 130 115 HiLo or ribbed 60 150 130 130 140 150 120 110 bungle head 100 140 120 120 135 105 95 screw 105 95 Hardiplank 5116 6.25 No.8-18 x Through Min.No. 16 ga. 16 0-15 150 140 120 150 150 150 120 1-5/8"long x Overlap x 3.62"x 1.375" 20 150 140 120 150 150 140 120 0.323"HD Metal C-stud 40 150 130 110 140 150 130 110 HiLo or ribbed 60 150 120 110 140 150 120 105 bungle head 100 140 120 110 130 105 90 screw 105 90 Page 20 of 32 Report No.NER-405 Table 2b—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in.) Fastener Stud Height Building Code Building Code Building Code Product Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60 ft C D B I C I D Hardiplank 5/16 7.50 No.8-18 x Through Min.No. 16 ga. 16 0-15 150 130 110 150 150 130 110 1-5/8"long x Overlap x 3.62"x 1.375" 20 150 120 110 140 150 130 105 0.323"HD Metal C-stud 40 140 110 105 130 150 115 100 HiLo or ribbed 60 130 110 100 120 150 110 90 bungle head 100 120 100 95 115 90 80 screw 90 80 Hardiplank 5/16 8.00 No.8-18 x Through Min.No. 16 ga. 16 0-15 150 130 110 150 150 130 110 1-5/8"long x Overlap x 3.62"x 1.375" 20 150 120 110 140 150 130 105 0.323"HD Metal C-stud 40 150 110 105 130 150 115 100 HiLo or ribbed 60 150 110 100 120 140 110 90 bungle head 100 130 100 95 115 90 80 screw 90 80 Hardiplank 5/16 8.25 No.8-18 x Through Min.No. 16 ga. 16 0-15 150 120 110 140 150 130 110 1-5/8"long x Overlap x 3.62"x 1.375' 20 150 120 110 140 150 120 105 0.323"HD Metal C-stud 40 140 110 105 120 150 115 100 HiLo or ribbed 60 120 110 100 120 140 105 90 bungle head 100 120 100 95 115 90 80 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 1-5/8"long x Overlap x 3.62"x 1.375' 20 150 110 100 130 150 115 95 0.323"HD Metal C-stud 40 130 110 95 120 140 105 90 HiLo or ribbed 60 120 110 90 110 130 100 85 bungle head 100 115 95 85 110 85 75 screw 85 75 Hardiplank 5/16 12.00 No.8-18 x Through Min.No. 16 ga. 16 0-15 130 100 90 120 150 110 90 1-5/8"long x Overlap x 3.62"x 1.375' 20 130 100 90 120 150 105 80 0.323"HD Metal C-stud 40 120 90 80 100 120 95 80 HiLo or ribbed 60 110 90 80 100 120 90 75 bungle head 100 100 85 80 95 75 - screw 75 - Hardiplank 5/16 4.00 No.8-18 x Through Min.No. 16 ga. 24 0-15 150 150 130 150 150 150 120 1-5/8"long x Overlap x 3.62"x 1.375' 20 150 140 130 150 150 140 120 0.323"HD Metal C-stud 40 150 130 120 150 150 130 110 HiLo or ribbed 60 150 130 110 140 150 120 110 bungle head 100 140 110 110 135 105 90 screw 105 90 Hardiplank 5/16 6.00 No.8-18 x Through Min.No. 16 ga. 24 0-15 150 130 105 140 150 120 100 1-5/8"long x Overlap x 3.62"x 1.375' 20 150 130 100 130 150 120 100 0.323"HD Metal C-stud 40 150 110 100 120 140 110 95 HiLo or ribbed 60 140 105 90 115 130 100 90 bungle head 100 130 100 90 110 85 75 screw 85 75 Hardiplank 5/16 6.25 No.8-18 x Through Min.No. 16 ga. 24 0-15 150 120 100 135 150 150 100 1-5/8"long x Overlap x 3.62"x 1.375' 20 150 110 100 130 150 140 95 0.323"HD Metal C-stud 40 130 105 90 120 140 130 90 HiLo or ribbed 60 120 100 90 110 130 120 85 bungle head 100 110 95 90 110 85 75 screw 85 70 Hardiplank 5/16 7.50 No.8-18 x Through Min.No. 16 ga. 24 0-15 140 110 90 120 150 110 90 1-5/8"long x Overlap x 3.62"x 1.375" 20 130 100 90 120 150 105 90 0.323"HD Metal C-stud 40 120 95 85 110 130 95 80 HiLo or ribbed 60 110 90 80 100 120 90 80 bungle head 100 100 90 80 115 80 70 screw 80 70 Hardiplank 5/16 8.00 No.8-18 x Through Min.No. 16 ga. 24 0-15 130 105 90 120 150 110 90 1-5/8"long x Overlap x 3.62"x 1.375' 20 130 100 90 115 150 105 85 0.323"HD Metal C-stud 40 120 95 80 105 130 95 80 HiLo or ribbed 60 110 90 80 100 120 90 75 bungle head 100 100 85 80 95 75 - screw 75 - Report No.NER-405 Page 21 of 32 Table 2b—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National Fastener Stud Height Building Code Building Code Building Code Product (�n.) Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60 ft C I D B C D Hardiplank 5116 8.25 No.8-18 x Through Min.No. 16 ga. 24 0-15 130 100 90 120 150 105 90 1-5/8"long x Overlap x 3.62"x 1.375' 20 130 100 90 115 150 105 85 0.323"HD Metal C-stud 40 120 90 80 105 120 90 80 Hito or ribbed 60 110 90 80 100 115 85 75 bungle head 100 100 85 75 95 75 - screw 1 1 75 Hardiplank 5/16 9.50 No.8-18 x Through Min.No. 16 ga. 24 0-15 120 95 80 110 140 100 80 1-5/8"long x Overlap x 3.62"x 1.375' 20 120 90 80 105 140 95 80 0.323"HD Metal C-stud 40 110 85 75 95 120 85 75 HiLo or ribbed 60 100 80 70 90 110 80 70 bungle head 100 90 80 70 90 70 - screw 70 - Hardiplank 5/16 12.00 No.8-18 x Through Min.No. 16 ga. 24 0-15 115 80 70 100 130 90 70 1-5/8"long x Overlap x 3.62"x 1.375' 20 110 80 70 95 120 85 70 0.323"HD Metal C-stud 40 95 75 70 85 100 75 - HiLo or ribbed 60 90 70 - 80 95 70 - bungle head 100 80 70 - 80 - - screw I I I - Hardiplank 5/16 4.00 No. 11 ga. Through 2 x 4 16 0-15 150 150 150 150 150 150 150 1-1/4"long top edge wood 20 150 150 150 150 150 150 150 Galv.roofing of plank 40 150 150 150 150 150 150 150 nail 60 150 150 150 150 150 150 150 100 150 150 150 140 120 150 140 120 Hardiplank 5/16 6.00 No. 11 ga. Through 2 x 4 16 0-15 150 150 130 150 150 150 130 1-1/4"long top edge wood 20 150 150 130 150 150 150 120 galv.roofing of plank 40 150 140 120 150 150 130 115 nail 60 150 130 120 140 150 130 110 100 150 120 110 110 95 140 110 95 [Hardiplank 5116 6.25 No. 11 ga. Through 2 x 4 16 0-15 150 150 130 150 150 150 120 1-1/4"long top edge wood 20 150 140 120 150 150 140 120 gals.roofing of plank 40 150 130 120 150 150 130 110 nail 60 150 130 110 140 150 120 110 100 140 120 110 100 95 135 100 95 Hardiplank 5/16 7.50 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 galv.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 85 120 95 85 Hardiplank 5/16 8.00 No.11 ga. Through 2 x 4 16 0-15 150 130 110 150 150 130 105 1-1/4"long top edge wood 20 150 120 110 140 150 120 100 galv.roofing of plank 40 140 115 100 130 150 115 95 nail 60 130 110 100 120 140 110 95 100 120 110 95 90 80 115 90 80 Hardiplank 5/16 8.25 No. 11 ga. Through 2 x 4 16 0-15 150 120 110 140 150 130 105 1-1/4"long top edge wood 20 150 120 105 140 150 120 105 galv.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 80 1151 90 80 Hardiplank 5116 9.50 No. 11 ga. Through 2 x 4 16 0-15 150 110 100 130 150 120 100 1-1/4"long top edge wood 20 140 110 100 130 150 115 95 galv.roofing of plank 40 130 100 90 115 140 100 90 nail 60 120 100 90 110 130 100 85 100 110 95 80 80 70 105 80 1 70 Hardiplank 5/16 12.00 No. 11 ga. Through 2 x 4 16 0-15 130 100 90 115 150 105 85 1-1/4"long top edge wood 20 120 100 80 110 140 100 80 galv.roofing of plank 40 110 90 80 100 120 95 75 nail 60 110 80 80 95 110 85 75 100 11001 80 1 75 1 1 75 1 - 1 90 1 75 Page 22 of 32 Report No.NER-405 Table 2b—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National Fastener Stud Height Building Code Building Code Building Code Product (in.) Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60 ftC D B C D Hardiplank 5/16 4.00 No. 11 ga. Through 2 x 4 24 0-15 150 150 140 150 150 150 130 1-1/4"long top edge wood 20 150 150 140 150 150 150 130 galv.roofing of plank 40 150 150 130 150 150 140 120 nail 60 150 140 130 150 150 140 120 100 150 130 120 115 105 150 115 105 Hardiplank 5/16 6.00 No. 11 ga. Through 2 x 4 24 0-15 150 120 110 140 150 130 105 1-1/4"long top edge wood 20 150 120 105 140 150 120 105 galv.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 Hardiplank 5/16 6.25 No. 11 ga. Through 2 x 4 24 0-15 150 120 110 140 150 125 100 1-1/4"long top edge wood 20 150 120 100 130 150 120 100 gals.roofing of plank 40 130 110 100 120 150 110 95 nail 60 120 110 95 110 130 105 90 100 120 100 90 85 80 110 85 80 Hardiplank 5/16 7.50 No. 11 ga. Through 2 x 4 24 0-15 140 110 95 120 150 115 90 1-1/4"long top edge wood 20 140 105 90 120 150 110 90 galv.roofing of plank 40 120 100 90 110 130 100 80 nail 60 120 95 85 100 120 95 60 100 110 90 70 80 70 100 80 70 Hardiplank 5/16 8.00 No. 11 ga. Through 2 x 4 24 0-15 130 100 90 120 150 110 90 1-1/4"long top edge wood 20 130 100 90 115 150 105 80 gaiv.roofing of plank 40 120 95 80 105 120 95 80 nail 60 120 95 80 100 110 90 75 100 110 90 70 90 - 95 90 - Hardiplank 5/16 8.25 No. 11 ga. Through 2 x 4 24 0-15 130 100 90 120 150 110 85 1-1/4"long top edge wood 20 130 100 90 110 140 105 85 gaiv.roofing of plank 40 120 95 80 100 120 90 80 nail 60 110 95 80 95 110 90 75 100 100 90 75 75 - 90 70 - Hardiplank 5/16 9.50 No. 11 ga. Through 2 x 4 24 0-15 120 95 80 110 140 100 80 1-1/4"long top edge wood 20 120 90 80 105 130 90 75 gaiv.roofing of plank 40 110 90 70 95 115 85 70 nail 60 100 85 70 90 105 80 70 100 95 75 70 70 - 85 70 - Hardiplank 5/16 12.00 No.11 ga. Through 2 x 4 24 0-15 110 80 70 90 120 85 70 1-1/4"long top edge wood 20 110 80 70 90 120 80 70 galv.roofing of plank 40 100 80 70 80 105 75 - nail 60 80 80 - 80 90 70 - 100 80 80 - - - 80 - - Hardiplank 5/16 4.00 0.089"shank x Through 2 x 4 16 0-15 150 115 100 130 150 120 95 0.221" overlap 20 140 110 95 125 150 110 95 HD x 2"long 40 130 105 90 115 140 100 90 gaiv.siding nail 60 120 100 90 110 130 95 85 100 110 90 85 80 70 105 80 70 Hardiplank 5/16 6.00 0.089"shank x Through 2 x 4 16 0-15 120 90 85 110 140 95 80 0.221" overlap 20 120 90 80 100 130 90 70 HD x 2"long 40 105 80 75 90 110 85 70 galv.siding nail 60 100 80 70 90 105 80 70 100 90 75 70 - 90 - - Hardiplank 5/16 6.25 0.089"shank x Through 2 x 4 16 0-15 120 90 80 100 140 95 70 0.221" overlap 20 105 90 80 100 130 90 70 HD x 2"long 40 105 85 70 90 110 80 70 gaiv.siding nail 60 95 80 70 85 105 75 - 100 90 75 - 90 - - Hardiplank 5/16 7.50 0.089"shank x Through 2 x 4 16 0-15 110 80 70 90 120 85 70 0.221" overlap 20 100 80 70 90 120 80 70 HD x 2"long 40 90 75 - 80 100 75 - gaiv.siding nail 60 85 70 - 80 95 70 - 100 80 70 - - - 75 - Report No.NER-405 Page 23 of 32 Table 2b-MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in) Fastener Stud Height Building Code Building Code Building Code Product Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C I D <60 ft C D B I C I D Hardiplank 5/16 8.00 0.089"shank x Through 2 x 4 16 0-15 100 80 70 90 120 80 70 0.221" overlap 20 100 80 70 90 115 80 - HD x 2"long 40 90 70 - 80 100 70 - galv.siding nail 60 80 70 - 75 90 70 - 100 75 - - - - 70 - Hardiplank 5/16 8.25 0.089"shank x Through 2 x 4 16 0-15 100 80 70 90 120 80 - 0.221" overlap 20 100 80 70 90 110 80 - HD x 2"long 40 90 70 - 80 100 70 - galv.siding nail 60 80 70 - 75 90 70 - 100 75 - - - - 70 1 - - Hardiplank 5116 9.50 0.089"shank x Through 2 x 4 16 0-15 100 70 - 80 110 75 0.221" overlap 20 90 70 - 80 105 70 - HD x 2"long 40 80 - - 75 90 - - gaiv.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 - - galv.siding nail 60 70 - - - 70 - 100 - - - - - - I - Hardiplank 5116 4.00 0.089"shank x Through 2 x 4 24 0-15 120 90 80 110 140 95 80 0.221" overlap 20 120 90 80 105 130 90 75 HD x 2"long 40 105 85 75 90 110 85 70 galv.siding nail 60 100 80 70 90 105 80 70 100 90 75 1 - I - - 90 - - Hardiplank 5/16 6.00 0.089"shank x Through 2 x 4 24 0-15 100 70 - 90 115 80 - 0.221" overlap 20 90 70 - 85 115 75 - HD x 2"long 40 85 70 - 75 90 70 - galv.siding nail 60 80 - - 70 85 - - 100 70 - - - - 70 - - lardiplank ardiplank 5/16 6.25 0.089"shank x Through 2 x 4 24 0-15 100 70 - 85 110 750.221" overlap 20 90 70 - 80 105 70HD x 2"long 40 85 - - 75 90 -galy.siding nail 60 80 - - 70 80 -100 70 - - - 70 - 5/16 7.50 0.089"shank x Through 2 x 4 24 0-15 90 70 - 80 105 70 0.221" overlap 20 85 70 - 75 100 70 - HD x 2"long 40 80 - - 70 85 -galv.siding nail 60 70 - - 80 - - 100 70 - - - - - - Hardiplank 5/16 8.00 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 - - galv.siding nail 60 70 - - - 70 - - 100 - - - - - - - - Hardiplank 5/16 8.25 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 - - gaiv.siding nail 60 70 - - - 70 - - 100 - - - - - - Hardiplank 5/16 9.50 0.089"shank x Through 2 x 4 24 0-15 80 - - 70 90 - 0.221" overlap 20 70 - - - 80 HD x 2"long 40 - - - 70 - - galv.siding nail 60 - - - - 70 - - 100 1 - - - - - - - Hardiplank 5/16 12.00 0.089"shank x Through 2 x 4 24 0-15 70 - - - 80 - - 0.221" overlap 20 - - - - 80 - - HD x 2"long 40 - - - - -galv.siding nail 60 - - - - - - 100 - - - - - - - Page 24 of 32 Report No.NER-405 Table 2b-MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in) Fastener Stud Height Building Code Building Code Building Code ProductFastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60 ft C D B I C I D Hardiplank 5/16 4.00 0.093"shank x Through 2 x 4 16 0-15 150 130 110 150 150 130 110 0.222" top edge 20 150 120 110 140 150 130 105 HD x 2"long of plank 40 140 115 100 130 150 115 100 galv.siding nail 60 140 110 100 120 140 110 95 100 12511001 95 90 80 110 90 80 Hardiplank 5/16 6.00 0.093"shank x Through 2 x 4 16 0-15 130 100 80 110 150 100 80 0.222" top edge 20 120 95 80 110 140 95 80 HD x 2"long of plank 40 110 90 80 100 120 90 75 galv.siding nail 60 100 85 75 90 110 85 70 100 95 80 70 75 - 90 75 Hardiplank 5116 6.25 0.093"shank x Through 2 x 4 16 0-15 120 90 80 110 140 100 80 0.222" top edge 20 120 90 80 100 130 95 75 HD x 2"long of plank 40 105 80 75 95 115 85 70 gals.siding nail 60 100 80 70 90 110 70 70 100 90 75 70 70 - 95 70 - Hardiplank 5/16 7.50 0.093"shank x Through 2 x 4 16 0-15 110 85 75 100 130 90 70 0.222" top edge 20 110 80 70 95 120 85 70 HD x 2"long of plank 40 95 80 70 85 105 80 - galv.siding nail 60 90 75 - 80 95 70 - 100 80 70 - - - 85 - - Hardiplank 5/16 8.00 0.093"shank x Through 2 x 4 16 0-15 100 80 70 90 120 85 70 0.222" top edge 20 100 80 70 90 115 80 70 HD x 2"long of plank 40 90 75 - 80 100 75 - galy.siding nail 60 80 70 - 80 90 70 - 100 80 - - - - 80 - - Hardiplank 5/16 8.25 0.093"shank x Through 2 x 4 16 0-15 100 80 70 90 120 80 70 0.222" top edge 20 100 80 - 90 115 80 - HD x 2"long of plank 40 90 75 - 80 100 70 - galy.siding nail 60 80 75 - 75 90 70 - 100 75 - - - - 80 - - Hardiplank 5/16 9.50 0.093"shank x Through 2 x 4 16 0-15 100 75 - 80 110 80 - 0.222" top edge 20 90 70 - 80 110 75 HD 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 Through 2 x 4 16 0-15 90 - - 70 100 70 - 0.222" top edge 20 80 - - 70 90 - - HD x 2"long of plank 40 75 - - - 80 - - galv.siding nail 60 70 - - - 70 - - 100 - - - - - - - - Hardiplank 5/16 4.00 0.093"shank x Through 2 x 4 24 0-15 140 105 95 120 150 110 90 0.222" top edge 20 130 100 90 115 150 105 85 HD x 2"long of plank 40 120 95 85 105 130 95 80 galv.siding nail 60 115 90 80 100 120 90 75 100 105 85 80 75 - 95 75 - Hardiplank 5/16 6.00 0.093"shank x Through 2 x 4 24 0-15 100 80 70 90 120 80 - 0.222" top edge 20 100 80 - 90 110 80 - HD x 2"long of plank 40 90 70 - 80 100 70 - galy.siding nail 60 85 70 - 75 90 70 - 100 75 - - - 75 - - Hardiplank 5/16 6.25 0.093"shank x Through 2 x 4 24 0-15 100 80 70 90 120 70 0.222" top edge 20 100 75 - 85 110 70 - HD x 2"long of plank 40 90 70 - 80 95 - - galv.siding nail 60 85 - - 75 85 - - 100 75 - - - 70 - Hardiplank 5/16 7.50 0.093"shank x Through 2 x 4 24 0-15 90 70 - 80 100 70 - 0.222" top edge 20 90 - - 75 100 70 - HD x 2"long of plank 40 80 - - 70 85 - galy.siding nail 60 70 - - - 75 - Report No.NER-405 Page 25 of 32 Table 2b—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in.) Fastener Stud Height Building Code Building Code Building Code Product Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60 ft C D B C I D Hardiplank 5/16 8.00 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 - 70 80 - - galy.siding nail 60 70 - - - 75 - - 100 1 - - - - I - - - - Hardiplank 5/16 8.25 0.093"shank x Through 2 x 4 24 0-15 85 - - 70 100 70 - 0.222" top edge 20 85 - - 70 95 - - HD x 2"long of plank 40 70 - - - 85 - - galy.siding nail 60 70 - - - 75 - - 100 - - - - - - - - Hardiplank 5/16 9.50 0.093"shank x Through 2 x 4 24 0-15 80 - - 70 90 - - 0.222" top edge 20 80 - - 70 90 - HD x 2"long of plank 40 70 - - - 75 - - galv.siding nail 60 - - - - 70 - 100 1 - - - - - - - - Hardiplank 5/16 12.00 0.093"shank x Through 2 x 4 24 0-15 70 - - - 70 - - 0.222" top edge 20 - - - - 80 - - HD x 2"long of plank 40 - - - - - - - galv.siding nail 60 - - - - - - 100 - - - - - - - Hardiplank 5/16 9.50 0.091"shank, Face 7/16"thick APA - 0-15 100 80 - 90 115 80 - 0.221"HD, nailed rated OSB 20 95 75 - 85 110 75 - 1.5'long through sheathing or 40 85 70 - 80 - 90 70 - corrosion the equivalent solid 60 80 - - 75 - 85 - - resistant nail overlap sheathing 100 70 - - - - 70 - @ 12" - o.c. - - Notes to Table 2b: 1. Values are for species of wood having a specific gravity of 0.42 or greater,unless otherwise noted. Page 26 of 32 Report No.NER-405 Table 3 SHEAR VALUES ALLOWABLE LOADS IN POUNDS PER LINEAL FOOT FOR PANEL SHEAR WALLS 1,2 Product Fastener Stud Shear Product Thickness Fastener Spacing Frame Spacing Value Type (inch) Type (inch) Types (inch) (plf) Hardiflex 3/16 4d common 1-1/2 in.long 6 2 x 4 wood' 16 145 Hardisoffit Hardipanel 1/4 4d common 1-1/2 in. long 8 2 x 4 wood' 16&24 120 Hardiflex Hardisofft Hardibacker 114 0.086 in. x 1-3/8 in. 6 2 x 4 wood' 16&24 140 Titan long gypsum wall board nail Hardipanel 1/4 6d common 2 in. long 6 2 x 4 wood 5 16 190 Hardiflex Hardipanel 114 No. 11 ga. 1-1A in.long 6 2 x 4 wood' 16&24 180 Hardiflex galvanized roofing nail Harditex Hardibacker Titan Hardipanel 1/4 No. 11 ga. 1-1A in.long 4 edge 2 x 4 wood' 16&24 265 Hardiflex galvanized roofing nail 12 field Harditex Hardibacker Titan Hardipanel 1/4 No. 11 ga. 1-1/4 in.long 3 edge 2 x 4 wood' 16&24 295 Hardiflex galvanized roofing nail 6 field w/48 in. Harditex mid-height Hardibacker block Titan Shiplap 5/16 0.092 in.shank,0.225 in. HD,2 in. 3 edge 2 x 4 wood" 16 268 long ring shank nail 8 field Shiplap 5/16 0.092 in.shank,0.225 in. HD,2 in. 4 edge 2 x 4 wood 4 16 238 long ring shank nail 8 field Shiplap 5/16 0.092 in.shank,0.225 in.HD,2 in. 5 edge 2 x 4 wood" 16 208 long ring shank nail 8 field Shiplap 5/16 0.092 in.shank,0.225 in. HD,2 in. 6 edge 2 x 4 wood 16 179 long ring shank nail 8 field Shiplap 5/16 0.092 in.shank,0.225 in. HD,2 in. 7 edge 2 x 4 wood 4 16 149 long ring shank nail 8 field Shipiap 5/16 0.092 in.shank,0.225 in. HD,2 in. 8 edge 2 x 4 wood" 16 119 long ring shank nail 8 field Hardipanel 5/16 0.091 in.shank,0.225 in.HD, 1.5 in. 4 edge 2 x 4 woods 16 198 Hardiflex long ring shank nail 8 field Hardipanel 5/16 4d common 1-1/2 in. long 8 2 x 4 wood 5 16&24 120 Hardiflex Hardipanel 5/16 6d common 2 in. long 6 2 x 4 wood' 16 200 Hardiflex Hardipanel 5/16 6d common 2 in.long 6 2 x 4 wood 5 24 153 Hardiflex Hardipanel 5/16 6d common 2 in. long 4 2 x 4 wood 5 16 233 Hardiflex Hardipanel 5/16 6d common 2 in. long 4 2 x 4 wood 5 24 212 Hardiflex Hardipanel 5116 6d common 2 in.long 6 edge 2 x 4 wood' 16 157 Hardiflex 12 field Hardipanel 5/16 6d common 2 in. long 6 edge 2 x 4 wood' 24 145 Hardiflex I 1 1 12 field A Report No.NER-405 Page 27 of 32 Table 3 SHEAR VALUES ALLOWABLE LOADS IN POUNDS PER LINEAL FOOT FOR PANEL SHEAR WALLS 1,2 Product Fastener Stud Shear Product Thickness Fastener Spacing Frame Spacing Value Type (inch) Type (inch) Types (inch) (plf) Hardipanel 5/16 No. 11 ga. 1-112 in.long 6 2 x 4 wood 5 16 200 Hardiflex galvanized roofing nail Harditex Hardibacker Hardipanel 5116 No. 11 ga. 1-1/2 in.long 4 edge 2 x 4 wood'9 16 280 Hardiflex galvanized roofing nail 12 field Harditex Hardibacker Hardipanel 5116 No. 11 ga. 1-1/2 in.long 3 edge 2 x 4 wood 5 16 340 Hardiflex galvanized roofing nail 6 field w/48 in. Harditex mid-height Hardibacker block Hardiflex 7/16 No. 11 ga. 1-3/4 in,long 6 2 x 4 wood 5 16 280 Hardipanel galvanized roofing nail Harditex Hardibacker Titan Hardiflex 3/16 Min. No.8-18, 1 in.long x 0.323 in. 6 Min.No.20 16 1406 Hardisoffit HD Hi-Lo®S®or S-12Tm ribbed ga. x 3-5/8 in. buglehead screws x 1-3/8 in. metal C-stud Hardipanel 1/4 Min. No.8-18, 1 in.long x 0.323 in. 6 Min.No.20 16&24 1256 Hardiflex HD Hi-LoO S®or S-12Tm ribbed ga. x 3-5/8 in. Harditex buglehead screws x 1-3/8 in. Hardibacker metal C-stud Titan Hardipanel 5/16 Min. No.8-18, 1 in.long x 0.323 in. 6 Min.No.20 16 1608 Hardiflex HD Hi-Lo®S®or S-12Tm ribbed ga. x 3-5/8 in. Harditex buglehead screws x 1-3/8 in. Hardibacker metal C-stud Hardipanel 7/16 Min.No.8-18, 1 in.long x 0.311 in. 6 Min. No.20 16 1626 Hardiflex HD Hi-Lo®S@ or S-12Tm ribbed ga. x 3-5/8 in. Harditex buglehead screws x1-3/8 in. Hardibacker metal C-stud Titan Hardipanel 5/16 ET&F 1-1/2 in. long x 0.10"knurled 4 edge Min.No.20 16 154 Hardiflex shank x 0.25"HD pin fastener 8 field ga. x 3-5/8 in, x Harditex (AKN100-0150NA) 1-3/8 in. metal C-stud Hardipanel 5/16 ET&F 1-1/2 in.long x 0.10"knurled 4 edge Min. No.20 24 133 Hardiflex shank x 0.25"HD pin fastener 8 field ga. x 3-5/8 in, x Harditex (AKN100-0150NA) 1-3/8 in. metal C-stud 1. All board edges shall be supported by framing.Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2. The maximum height-to-length ratio for construction in this Table is 2:1. 3. Values are for species 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. 1 inch=25.4 mm, 1 plf= 14.59 N/m Page 28 of 32 Report No.NER-405 Table 4 "K" and "R"VALUES FOR FIBER-CEMENT PRODUCTS Product Thermal Thermal Actual Thermal Actual Thermal Thickness Conductivity' Resistance' Conductivity2 Resistance (inch) Keff= Btu/hr-ft2-°F R= 1/Keff (Keff) (R) 1/4 1.95 0.51 7.80 0.13 5/16 2.07 0.48 6.62 0.15 3/8 2.18 0.46 5.81 0.17 7116 2.30 0.44 5.26 0.19 Notes to Table 4: 1. Based on 1 inch of panel thickness. 2.Actual value for panel thickness shown. 3. 1 inch=25.4 mm, 1 Btu/h-ft2-°F= 5.678 W/m2-K Table 5 PERMEANCE VALUES FOR FIBER-CEMENT PRODUCTS Product Thickness Permeance (inch) (perms) 1/4 1.75 5/16 1.54 3/8 1.32 7/16 1.10 1 inch =25.4 mm, 1 perm = 57 mg/(s•m2•Pa) ,w Report No.NER-405 Page 29 of 32 Table 6A BOCA National Building Code/1999 ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR) FOR HARDIE@ SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) B C 0-15 110 95 8 inch exposure 20 110 90 2 roofing nails 40 110 80 9 inches from butt edge 60 110 75 100 80 200 70 0-15 110 110 Minimum 15/32 inch Min.0.121 in. shank 20 110 105 7 inch exposure thick plywood x 0.371 in.HD x 1-1/4 40 110 95 2 roofing nails complying with DOC in. long corrosion 60 110 90 PS 1-95 resistant roofing nail 8 inches from butt edge 100 95 75 200 80 70 0-15 110 110 6 inch exposure 20 110 110 2 roofing nails 40 110 105 7 inches from butt edge 60 110 100 105 85 85 200 90 75 Table 6B SBCCI- 1999 Standard Building Code ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR) FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building(feet) Standard Coastal 8 inch exposure 0-15 105 105 2 roofing nails 20 100 100 9 inches from butt edge 40 90 90 Minimum 15132 inch Min.0.121 in.shank 60 85 85 thick plywood x 0.371 in. HD x 1-1/4 7 inch exposure 0-20 110 110 complying with DOC in.long corrosion 2 roofing nails 40 100 100 PS 1-95 resistant roofing nail 8 inches from butt edge 60 95 95 6 inch exposure 0-605 7 1 755 10 2 roofing nails 100 75 7 inches from butt edge 200 70 70 Table 6C ICBO- 1997 Uniform Building Code ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR)FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) B C 0-20 110 90 8 inch exposure 40 100 80 2 roofing nails 60 95 75 9 inches from butt edge 100 90 70 200 80 70 Minimum 15/32 inch Min.0.121 in.shank 0-20 110 105 thick plywood x 0.371 in. HD x 1-1/4 7 inch exposure 40 110 95 complying with DOC in.long corrosion 2 roofing nails 60 110 90 8 inches from butt edge 85 PS 1-95 resistant roofing nail 2 5 00 95 80 0-20 110 110 6 inch exposure 40 110 105 2 roofing nails 60 110 100 7 inches from butt edge 100 110 95 200 100 90 Notes to Tables 6A,66 and 6C: 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 Page 30 of 32 Report No.NER-405 Table 7A BOCA National Building Code/1999 ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) B C 8 inch exposure 0-15 110 75 2 siding nails 20 110 75 9 inches from butt edge 40 90 70 60 85 Minimum 7/16 inch Min.0.091 in.shank x 7 inch exposure 0-15 110 90 2 siding nails 20 110 85 thick OSB sheathing 0.221 in. HD x 1-1/2 8 inches from butt edge 40 105 80 complying with DOC- in.long corrosion 60 100 75 PS 2-95 resistant siding nail 0-15 110 100 6 inch exposure 20 110 95 2 siding nails 40 110 90 7 inches from butt edge 60 110 80 100 85 70 200 75 Table 7B SBCCI- 1999 Standard Building Code ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) Standard Coastal 8 inch exposure 0-20 85 85 2 siding nails 40 75 75 9 inches from butt edge 60 70 70 Minimum 7/16 inch Min.0.091 in.shank 7 inch exposure 0-15 100 100 thick OSB sheathing x 0.221 in. HD x 1-1/2 2 siding nails 20 95 95 complying with DOC- in. long corrosion 8 inches from butt edge 40 85 85 PS 2-95 resistant siding nail 60 80 80 6 inch exposure 0-20 110 110 2 siding nails 40 105 105 7 inches from butt edge 60 100 100 100 1 70 70 Table 7C ICBO- 1997 Uniform Building Code ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR) FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) B C 0-15 100 75 8 inch exposure 20 90 70 2 siding nails 40 85 9 inches from butt edge 60 80 100 70 0-15 110 90 Minimum 7/16 inch Min.0.091 in.shank 7 inch exposure 20 110 85 thick OSB sheathing x 0.221 in. HD x 1-1/2 40 100 80 complying with DOC- in. long corrosion 2 siding nails 60 90 75 PS 2-95 resistant siding nail 8 inches from butt edge 100 85 70 200 70 0-20 110 95 6 inch exposure 40 110 85 2 siding nails 60 105 80 7 inches from butt edge 100 80 200 1 70 Notes to Tables 7A,7B,and 7C: 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 I Ic -. Report No. NER-405 Page 31 of 32 Table 8A BOCA National Building Code/1999 ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR) FOR HARDIE®SHINGLESIDE@ CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) B C 8 in.exposure 0-15 110 90 3 siding nails per 12 in.wide,9 in. 20 110 85 from butt edge,2 siding nails per 6 40 100 75 &8 in.wide 60 95 70 100 75 Min.0.091 in.shank 0-15 110 105 Minimum 7/16 inch 7 in.exposure 20 110 100 thick OSB sheathing x 0.221 in. x 1- 3 siding nails per 12 in.wide,8 40 110 90 complying with DOC- 1/2 in. long inches from butt edge,2 siding nails 60 110 85 PS 2-95 corrosion resistant per 6&8 in.wide 100 90 70 siding nail 200 80 6 in.exposure 0-20 110 110 3 siding nails per 12 in.wide,7 40 110 100 inches from butt edge,2 siding nails 60 110 90 per 6&8 in.wide 100 100 80 200 85 70 Table 8B SBCCI- 1999 Standard Building Code ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) Standard Coastal 8 in.exposure 0-15 100 100 3 siding nails per 12 in.wide, 20 95 95 9 in.from butt edge,2 siding 40 85 85 nails per 6&8 in.wide 60 80 80 Minimum 7/16 inch thick Min.0.091 in.shank x 7 in.exposure 0-15 110 110 OSB sheathing 0.221 in. HD x 1-1/2 in. 3 siding nails per 12 in.wide, 20 105 105 complying with DOC-PS long corrosion resistant 8 inches from butt edge,2 40 95 95 2-95 siding nail siding nails per 6&8 in.wide 60 90 90 6 in.exposure 0-15 110 110 3 siding nails per 12 in.wide, 20 110 110 7 inches from butt edge,2 40 110 110 siding nails per 6&8 in.wide 60 105 105 100 70 70 Table 8C ICBO- 1997 Uniform Building Code ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) B C 0-15 110 85 8 in.exposure 20 110 80 3 siding nails per 12 in.wide, 40 100 75 9 in.from butt edge,2 siding 60 90 70 nails per 6&8 in.wide 100 80 70 200 70 0-15 110 110 Minimum 7/16 inch thick Min.0.091 in.shank x 7 in.exposure 20 110 105 OSB sheathing 0.221 in. HD x 1-1/2 in. 3 siding nails per 12 in.wide, 40 110 100 complying with DOC-PS long corrosion resistant 8 inches from butt edge,2 60 110 95 2-95 siding nail siding nails per 6&8 in.wide 100 100 80 200 90 75 0-15 110 110 6 in.exposure 20 110 105 3 siding nails per 12 in.wide, 40 110 100 7 inches from butt edge,2 60 110 95 siding nails per 6&8 in.wide 100 105 90 200 95 85 Notes to Tables 8A,813,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 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 a'6.. • : PERMIrT_tRtFORMATIUN Permit Number: 23816 Address: 150 PINE STREET Permit Type: SIDING ATLANTIC BEACH, FL 32233 Class of Work: SIDING Township: Range: Book: Proposed Use: DUPLEX Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 1,500.00 LyF� T. .=:OWNER INFaRMATlOi1[ > , Date Issued: 4/09/2002 Name: KOPP, CHRISTOPHER Total Fees: 30.00 Address: 150 PINE STREET Amount Paid: 30.00 ATLANTIC BEACH, FL 32333 Date Paid: 4/09/2002 Phone: (904)242-0301 Work Desc: RE-SIDE DUPLEX PROPERTY OWNER R!I x 30.00 - 3� ,,gip. .^•^ "i' v: qr a�"� �'p„ ..fir ,..�',.„ s3' 4�.«,."""S +r7ed- ..•— 53 �1 � _ J.. � � # *f.5.Ya " ^� � t M �'A�4�r8ltriS''iNT• p ��. Tfa�h n_�`�'�Jf� .� .q NOTIC jW.-I''EO - I41JETEI �' LEABT„ IURf TO l# SP CTION BUILDING MATERIAlr1fS 1x TIR7 � ' EIS p LIC SPACE,AND MUST BE CLEARED A fi1T1R GC3lt`€ ATOR IIR p .. FAILURE TO COMP> T IN THE PROPERTY OWNER P ICQING. IMRF: ISSUED ACCORDING TO APPND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE P Opet:.DSMITH Typet OC Drag: I Date: 4/17/82 81 Receipt not 5M 14 PERMITS-DUILDINS i f38.88 158 PINE ST CK NECKS 1315 IN.89 ATLA IC BEACH BUI DING DEP . Trans date: 4/17/82 Time: 14:44:12 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address I-so \ 1 ou7 LLt ®Z Date Heated Square Footage _� c\ $ per sq ft = $ Garage/Shedper sq ft = $ Carport/Porch per sq ft = $ Deck $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALU TION: $ Soo, _ , Total Valuation 1st $ l4n00•00 CD -S $ �. Remaining Value $S'.. `' per thousand or portion thereof ey, TOTAL BUILDING FEE $ 7+ ea + 1/2 Filing Fee $ 10. ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ 3o ' WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( } $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : 3echanical ; _Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: C RECE /vo ,-�k '12 jo4- cc I Cry UAP\ n '' e rRoe K- to Cr 'w-y of Atlantic C'u ,� � s �a/`CC'. �� 1� 06 3(-000o "J. City of Atlantic Beach- 800 Seminole Road - Atlantic Beach,Florida 32233-5445 Phone: (904) 247-5800 • FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION DATE l Z APPLICANT � S Zr � ADDRESS /,5id n, s i. /3c14, � PHONE: Uc � � - o3O ADDRESS WHERE WORK IS TO BE PERFORMED 4-�—fj LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER,� R ZONING DISTRICT CONTRACTOR S�� i= STATE LICENSE NUMBER ADDRESS 1 S�y (� nJ t ST-- PHONE _(9 O q) 2 g Z -O 3o CITY STATE JCC- ZIP Z Z FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE �Fs %k ,m G— PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION /s 0 d Is this an addition? /V U If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 01/02/02 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IIS CORRECT. SIGNATURE OF OWNER DATE 7 /n I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR / 'v DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME "Ap MAILING ADDRESS 1 u PHONE (7f�f)Zq Z ' a 301 FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS r DAY OF .I STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE �ajl _J AS TO OWNER: ❑ Personally known Produced identification �-w E CATHY WILSON Type of identification produced Ft ie ANNotary Public,State of Florida My comm.expires Feb.15,2005 I No.CC716824 AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced 01/02/02 CITY OF veazz - 51 aaa aziymrcLz R0AI) ATLADMC BEACR,FLORIDA 32233-54 5 TELEPHONE(9041247-5800 F:ai.Y(904)247�i805 SUNCOM 852-5800 CHAPTER 489, FLORIDA STrTUTrs. PART I 'CONSTRUCT1o14 CONTRACnNG' REOUIRZ3 OWN>=RIBUILCGR TO AGXNOwLrMGE:TriE LAW. DISCLOSURE STATEMENT FOR SF-CTION 489. 103(71, FLORIDA STATUTES: STATE LAW REQUIRES CDNSTRUCTION TO OE DONE BY LICENSED CONTRACTORS. YOU HAYS APPLIED FOR A PERMIT UNDER AN E•<EMFMCN TO THAT LAW. THE EXEMPTION ALLows YOU, AS THE OWNER OF YOUR PROPERTY, TO A{:r AS YOUR OWN CONTRACTOR EVEN TI-fOUGH YOU DO NC7r HAVE A ucemsE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY aUJLD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR . IMPROVE A CCMMEF2CIAL BUILDING AT A COST OP $25,000.00 OR LSSS. THe au1LJ]ING MUST Be FOR YOUR USE AND OCCUPAMCy. tT MAY N(= Be BUILT FOR SALE OR LEASE. IF YOU SELL. OR LLASE A BUILDING YOU HAVE BUILT YOURSL`LF WITHIN ONE YEAR APTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT rr FOR SALE OR LCASE. WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY MOT HIRE AN UNUCMNSED P RSON AS YOUR CONTRACTOR.. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE MUILDiNG CODES AMC ZONING REGULATIONS, tr IS YOUR RESPONSIMIUTY TO MAKE SURE THAT PCOPLE EMPLOYED BY 70U MAUL' LIGENS£�^ REQUIRED 6Y STAT'E LAW ANO BY COUMT-f OR MUNICIPAL. UCE'LSING ORDINANCES. 0-2MMANCE.S ALSO ALLOW AN OWNER TO IMPf?CVC 7-MelR 41NN PRQPERn' wMEN rr IS FOR PERSONAL OR FAMILY USE, AND LJ)MVASE RITOUIRE.ILL WORK (EXC£P'r MAIMTF1dANCS UNOCR $Z.COO) HE UNOERA BUILDING P£FMrT AND PASS ALL NORMAL INSPECTIONS, 714E ORDINANCE SThTFS OWNERS,MAY PHYSICALLY DO WORK T>•IL.M5ELVlS: OR MAY."ORA UNLICENSED WORKERS PROVICCO SUCH WORKERS Be UNDER 'OIR=CT SUPCRWslcm OF THjr OwNCR, WHO MUST BE ON THE.IOD AT ALL TTMES WHILE WORK IS IN PROGRESS AY UNUCEJ"15ED TRADES PSOPLC-' 11-Its DOES NQT ALLOW USE OF UNUCENSEC CDNTI4ACTORS. SINCE OWNERS MAY ae LLSOL.L' FOR INJURIL•S TO WORKERS THEY HIRE:. THS BUILDING DE?ARTTICNr SUGGESTS VVOAK.L''R's COMPENSAYIOrI INSURANCE BE PIJRCHASE:D UNDER THE HOMCOWNCRSINsupANCL" POLICY C r- ALY PRQTEGTs THE OWNER. OWNERS HIRING 'AOAKERS BECDME E,VIPLOYERs AND 3HOULJB ALSO OaSEFtVL' IRS WrTHHOLJ71N0 TAX Am CICIR FopoI 1099 R=UIRCMQYIS ON Tl-IE WORKERS THEY EMPLOY ON THEIR IMPROVCMQIT TRADES. UNLICENSLTD CONTRACTORS CANMOT BE "F'LOYED UNDER ANY CIPR u- TAN ,E:S, OWNERS 9E1NG SUmJFcr .a $5,000 PwTY uNDeR FLORIDA STATU C NO, 455-229(11. AN 'OCC PATONAL LICL'NSe' Is NOT ADEQUATE. . THE OWNER SHOULD PHYsiCAL.L.Y sen THE COUNTY 'CERnFICATE OF COMPlLTL?ICY' OR THE FLORIDA 'CoNrR^c=RS CEFTIFcATE' TO ASCERTAIN jr A pv:mON IS A uc=4SGD CON'rRAcTOR. TeLaPMONE THE BUILDING DEPAFMMENr (247 582®) IF IN Douai, I HIMCWY AGQrOWL= =THAT I HAVE READ THE AIBOVE DISCLOSURE STATEMENT.ANO THAT I COMPLY wrTH ALL THC REOUIREMENTS FOR THE LSSUANcE OF AM OWNCR$UIL-DER PL'RMIT. ' ATHYWILSON Notary Public,State of Florida. Pk7ftiTY OWNER/9UILDER My comm.expires Feb.15,2005 / 2 Z 3�� No.00716824 l � P"y y 1 ADOR TELEPHONE SWORN TO AND SL185CRI8ED BEFORI:'ME THM AY _ WIA NOT RY PUB 1 NOTE. PHRASES UNDERUMCM ASOYE MY COMM1S510N EXPIRES: D v ARE ED-4PHASIZ73D HY TME SUILDING .lames Harare budding Products - 1-888-JHAKI)IE - HAR01FANEL rage i of4 James Hardie: North America: Building Products: Product Information: Installation Instructions: Hardipanel Installation (HTML) APPROVED CITY OF ATLANTIC BEACH HARDIPANELP BUILDING OFFICE Installation Instructions for Wood Framing APR 0 4 2002 March 2000 Up ► Installation Instructions also available in PDF format SMOOTH -SELECT CEDARMILL©-SIERRA 4" -SIERRA 8" -STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH HARDIPANEL®IN ACCORDANCE WITH APPLICABLE BUILDING CODE COMPLIANCE REPORTS AND JAMES HARDIE'S WRITTEN APPLICATION INSTRUCTIONS. MAY AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES REQUIREMENTS, AND VOID THE PRODUCT ONLY WARRANTY. HANDLING &STORAGE: CUTTING OPTIONS: r rX Circtrtar saw with Cir ar saki"gads Eloricc'pneurnalic Carbide swe and dugcodector with cataide.bpped teeth hand ftar snap knife Store flat and keep dry prior to installation. • JH recommends Makita®#5044KB 4" or#5057KB 7-1/4" saw with Installing siding wet or dust collection. Call 8004MAKITA. saturated may result in • Hitachi®HARDIBLADETm w/4 PCD Diamond Teeth. Call Hitachi® shrinkage at butt joints. at 800-546-1666 for nearest dealer. Carry panels on edge. • SNAPPER SHEARTM electric or pneumatic hand shear. Call 800- 297-7487 for tool information. Always wear safety glasses and dust protection when operating power tools. For more information on avoiding inhalation refer to the MATERIAL SAFETY DATA SHEET. FRAMING REQUIREMENTS: JOINT DETAIL Hardipanel vertical siding can be installed • Keep fasteners 3/8" back from panel edges. to studs spaced a maximum of 24"o.c. • Place fasteners 2" in from all corners; don't nail Irregularities in framing can mirror through into corners. the finished application. A weather- • Joints may also be covered with lumber batten, resistive barrier is required. PVC "H" or"T"type joint treatment. Applying Hardipanel Siding: • When caulking vertical panel joints, space panels accordingly to caulking manufacturer's required bead size, but not to exceed 1/8" • Start Hardipanel vertical siding at maximum. middle of stud. • Horizontal Joints-use 7-Bar"or similar type • Keep nails 2"away from corners. flashing for all horizontal joints. http://www.jameshardic.com/hardipanelinstallation.htm 4/4/2002 James HardieBuildingProducts - 1-888-JHARll1L - HARll1PANLL Page2 of4 • Start at edge and work across. figure 2 Caulk Joint 'H"Joint • Follow caulk and paint 2x4sbA requirements. 10 figure 1 stud wear-rtvwa barrier* wetter restive Carrier" weatimr-resslue barrier keep nails , Batten Joint YS'min. tA�-f2sism 2'x 4 stud krom panel Hardipanel siding e u " A�bfigure 3 eaoatium to JOINT DETAIL keep fasteners 2" allow a n�tar,1 away from gap br CPA 'Use a weather-resistive barrier in accordance with: i BOCA National Building Code Section 1403.3;SBCCI SuWesfion: o" UxgadskdatparelioirdsvAalk birlastenerplerrwAto Standard Building Code Section 2303.3;ICBO Uniform beOLIofpanelTweslSSiarmC881triinprcivedeppe rmce. Building Code Section 1402.1;or CABO One-and-Two Family Dwelling Code Section 703.2.1. Suggestion: Using a double stud at panel joints will NOTE:Some Building Codes exempt the use of weather- allow for fastener placement to be out of panel grooves resistive barriers over"water-repellent panel sheathing" (Sierra 4"&8")for improved appearance. or exterior panels classified as"weather-resistive barriers".Therefore James Hardie recommends the use of"building paper type"weather-resistive barriers with all siding products.James Hardie will assume no responsibility for water infiltration within the wall. WARNING: AVOID BREATHING SILICA DUST Product contains Silica. Inhalation of respirable silica dust can cause silicosis a potentially disabling lung disease, and is known to the State of California to cause lung cancer. When drilling, cutting, or abrading product during installation or handling. (1)Work outdoors where feasible, otherwise use mechanical ventilation, (2)Wear a dust mask or, if dust may exceed PEL, use NIOSH/MSHA approved respirator, (3)Warn others in area. For further information, refer to material safety data sheet or consult employer. FAILURE TO ADHERE TO WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY. GRADE CLEARANCE ROOF CLEARANCE CONCRETE CONSTRUCTION figure 4 figure 5 figure 6 Install At the juncture of the roof and Hardipanel siding can be installed Hard ipanel/Hard iplank in vertical surfaces, flashing and directly to masonry block. Hardipanel compliance with local counterflashing shall be provided siding can also be installed to concrete Building Code per the roofing manufacturer's construction, when the wall is furred out requirements for clearance instructions. Provide a 1"-2" with wood framing or minimum No. 20 between the bottom edge clearance between the roofing gauge steel framing anchored to the of panel/framing and the and bottom edge of siding or as wall. Framing can be spaced up to 24" adjacent finished grade. recommended by the roofing OC. Consult National Evaluation manufacturer. Service report NER7405 for recognized http://www.jameshardie.com/hardipanelinstallation.htm 4/4/2002 James HardieBuildingProducts - 1-888-JHARDIE - HARDIPANEL Page 3 of 4 Hardael - stud '. applications to masonry block and wood '*Ing or metal framing.A weather-resistive weather- barrier* is recommended between the b8I framing and the siding. 0 1 E o0o �gWIIWither- tVB t Imo• lou""ion flashing � 3' noon rlat 2*xr riardip siding wend fra�cring PNEUMATIC FASTENING: FASTENING REQUIREMENTS: Hardipanel vertical siding can be • Consult Tables 2 and 3 of James Hardie's hand nailed or fastened with the National Evaluation Service report NER-405 use of a pneumatic tool. Set your STPLE for correct fastener type and placement to air pressure so that the fastener is achieve specified design wind loads and driven snug with the panel surface. shear values. • NOTE: Published shear values and wind RECOMMENDED: loads may not be applicable to all areas where Local Building Codes have specific Use a flush mount attachment on pneumatic jurisdiction. Consult James Hardie Technical tool. This will help control the depth that the Services if you are unsure of applicable nail is driven. This will be especially helpful Building Code Jurisdiction. when more than one pneumatic tool is driven • Drive fastener perpendicular to siding and off the same compressor. framing. • Fastener heads should fit snug against siding NAIL TYPE: (no air space). (Fig.A&B) • Do not over-drive nail heads or drive nails at Fasteners must be corrosion resistant, an angle. galvanized or stainless steel. Electro- • If nail is countersunk, caulk nail hole and add galvanized nails are acceptable for use with a nail. (Fig. C) James Hardie Siding Products, but may exhibit premature corrosion. James Hardie Countersunk, recommends the use of quality, hot-dipped SnugFlush Caulkg galvanized nails. (James Hardie is not kV iliIIIo add nail figure for the corrosion resistance of cure A ure s figure C do notunder fasteners.) drrl nails a Is FINISHING HARDIPANEL: Caulking: Painting: A high quality, paintable James Hardie products must be painted.For best Patching: caulk is recommended. For results use Hardipanel sidings with our exclusive Dents, chips and cracks can best results use caulks that Prime PIusTM factory approved 100%acrylic top- be filled with a cementitious comply with either ASTM C coats)**.If our Prime PIusTM factory priming is not patching compound. 834 or ASTM C 920. being used,Hardie k C) Caulkin should be a lied recommends the application of Caulking PP an alkali-resistant primer along a' '�z I in accordance with caulking with 100%acrylic topcoat(s). T manufacturers written (For paint manufacturers paint instructions. (Leave 1/8"gap ��fications,refer to JH Technical Bulletin No.S- at trim for caulk. Caulking at *Note:Please refer to paint manufacturer's butt joints is optional.) specifications for application rates. http://www.jameshardie.com/hardipanelinstallation.htm 4/4/2002 fames naraie tsuiiaing rroclucts - 1-688-MAKDIE - HAKU1rANt',L rags'+ u� APPROVALS:HARDIPANELO Vertical Siding is recognized as an exterior wall cladding in National Evaluation Report No.NER-405 (BOCA,ICBG,SBCC):City of Los Angeles,Research Report No.24882;Metro-Dade County,Florida,Acceptance No.99-0223.07,US Dept.of HUD Materials Release 1263x,California DSA PA-019 and City of New York MEA 223-93M.These documents should also be consulted for additional information concerning the suitability of this product for specific applications. Return to Hardipanel James Hardie Return to the Home Page James Hardie Building Products Inc. Copyright© 1997-2001.All Rights Reserved. E-mail: iinfo@JamqsHardie.com Hardie,Hardy,Hardiplank,Hardiboard,siding,backerboard,fiber cement,building products,siding,fiber cement,building products,siding,siding,tile underlayment,ceramic tile,wallboard,drywall,gypsum,Hardie,Hardy,Hardipiank,Hardiboard,siding,backerboard,fiber cement,building products, siding,fiber cement,building products,siding,siding,tile underlayment,ceramic tile,wallboard,drywall,gypsum,backerboard,backerboard, backerboard http://www.jameshardic.com/hardipanelinstallation.htm 4/4/2002 a National Evaluation E Anc. 5203 Leesburg Pike,Suite 600,Falls Chur*? �i�2994I-3401 INTFRNATIONAL Phone:703/931-2187 Fax:703/ 1-65,05 �,.) CODECOUNCIL website:www.nateval.org A U 4 Oui NATIONAL EVALUATION REPORT gyf (� '"Report No. NER-405 Copyright©2000,National Evaluation Service,Inc. Reissued December 1,2000 SIDING AND SOFFIT BOARDS,LINING BOARD AND 3.0 DESCRIPTION UNDERLAYMENT,AND SUBFLOOR PANELS 3.1 GENERAL JAMES HARDIE BUILDING PRODUCTS,INC. The exterior siding and soffit boards, interior lining and 26300 LA ALAMEDA,SUITE 250 underlayment, and subfloor panels are single-faced, MISSION VIEJO,CALIFORNIA 92691 cellulose fiber-reinforced cement (fiber-cement) building www.jameshardie.com boards.The TitanTM-FR panel is a composite panel com- posed of a vs inch(3.2 mm)thick fiber-cement skin lami- nated to 1/2 inch (12.7 mm) thick proprietary Type X 1.0 SUBJECT gypsum board. 1.1 SIDING AND SOFFIT BOARDS All fiber-cement planks and panels are produced from the same components and differ in surface treatments and 1.1.1 Hardiplank® board configurations. Exterior siding and soffit boards are identified as Hardiplank@(HardihomeTm,SentryTm,Colonial 1.1.2 HardiflexTm Smooth@, Colonial Roughsawn@, and Shingleside@ 1.1.3 Hard'+panel® Heritage'), HardiflexTM Hardipanel@, Harditex@ base- board,Hardisoffit@ boards,Shingleside@ HeritageTm panel 1.1.4 Harditex® and Hardie@ Shingleside@ cladding. Interior lining boards and underlayments are identified as Titanrm(tapered edge), 1.1.5 Hardisoffit@ Hardibacker@(square edge),Hardibacker@(Multilay@),and 1.1.6 Hardie@ Shingleside@ cladding TitanTm-FR panel. Subfloor panels are identified as Com- pressed Sheet. The planks, panels, and shingles are 1.1.7 Shingleside@ Heritage TM panel manufactured by the Hatschek process and cured by high- pressure steam autoclaving.All products are cut to shape 1.1.8 Hardipanel@ Shiplap on-site by the score-and-snap method using a tool available 1.2 LINING BOARD AND UNDERLAYMENT from the manufacturer, a hand guillotine or a handsaw utilizing a carbide blade. 1.2.1 TitanTm (tapered-edge)panel The fiber-cement products have a flame-spread index of 0 1.2.2 Hardibacker@(square edge) underlayment and a smoke developed index of 5 when tested in accor- dance with ASTM E84. The products are classified as 1.2.3 Hardibacker®(Multilay@) noncombustible when tested in accordance with ASTM 1.2.4 TitanTM-FR panel E136. The siding and soffit products comply with ASTM C1186, Standard Specification for Grade 11, Type A, Non- 1.2.5 Hardibacker 5000(square edge) Asbestos Fiber-Cement Flat Sheets. The subfloor panels comply with ASTM C1186,Standard Specification for Grade 1.3 SUBFLOOR PANELS IV, Type A, Non-Asbestos Fiber-Cement Flat Sheets.The 1.3.1 Compressed SheetTm interior lining products, Hardibacker and Titan,comply with ASTM C1288, Standard Specification for Grade II Discrete Non-Asbestos Fiber-Cement Interior Substrate Sheets.The interior lining product Hardibacker 5008 complies with ASTM 2.0 PROPERTIES FOR WHICH EVALUATION IS SOUGHT C1288, Standard Specification for Grade I Discrete Non- 2.1 Exterior Wall Covering Asbestos Fiber-Cement Interior Substrate Sheets.All interior lining boards comply with ANSI Al 18.9 as cementitous 2.2 Structural Performance backer units.When tested in accordance with ASTM C177, "K"and"R"values for the products are as shown in Table 4 2.3 Noncombustible Construction of this report.When tested in accordance with ASTM E96, 2.4 Fireresistive Construction products with a thickness of 1/4 inch(6.4 mm)or greater have demonstrated the permeance values given in Table 5 of this 2.5 Thermal Resistance report This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report.No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 1 of 32 S Page 2 of 32 Report No. NER-405 3.1.1 James Hardie Trade Names two planks align.The metal device is located centrally over Hardi lank® HardihomeT"" the joint. Restrictions on the"off-stud splice device" loca- P tions are as follows: SentryTm Hardipanel@ • Splices shall be located a minimum of two stud cavities Colonial Smooth@ HardiflexTm from wall corners. Colonial Woodgrain® Harditex@ • Successive splices within the same plank course shall be Hardisoffit® Hardie@ located no closer than 48 inches (1219 mm) from one another. Shingleside® James Hardie@ • Splices shall be staggered at minimum 24 inch(610 mm) HeritageTm TitanTm-FR intervals when located in the same wall cavity. Hardibacker@ Multilay@ e Splices shall be at least one stud cavity away from door TitanTv Max"C"TM' or window openings. Hardirock@ Hardibacker 500@ Where a specified level of wind resistance is required, plank lap siding shall be attached to solid panel sheathing 3.2 SIDING AND SOFFIT BOARDS or framing members, appropriately spaced,with fastener types,lengths,and spacing described in Tables 2b and 9 of Hardiplank@, HardiflexTmHardipanel@, Harditex@ base- this report. board,Shingleside@ HeritageTm panels, Hardie@ Shingle- side cladding, and Hardisoffit@ boards are used as siding 3.2.2 Hardiflexl Siding(Hardipanel@ Smooth) on exterior walls and soffits.The exterior siding and soffit products are supplied sealed with an acrylic sealer for HardiflexTm siding is used as an exterior wall cladding.The subsequent application of a compatible primerand exterior- siding has a smooth unsanded surface.Dimensions are as grade topcoat(s). noted in Table 1 of this report.Fasteners are installed with a minimum 3/8 inch(9.5 mm)edge distance and a minimum Nominal dimensions are noted in Table 1 of this report, 2 inch(51 mm)clearance from corners.Joints are fastened maximum basic wind speeds in Table 2a, 2b,6,7,8,and at abutting sheet edges and optionally protected by polyvi- 9 of this report, and maximum shear values in Table 3 of nyl chloride (PVC) joint treatment, lumber battens or this report. sealant. 3.2.1 Hardiplank@(HardihomeTM,SentryTm, Colonial Where a specified level of wind resistance or shear resis- Smooth@,Colonial Roughsawn@,and Shingle- tance is required, the HardiflexTm panel is attached to side@ HeritageTm)Lap Siding framing members, appropriately spaced, with fastener types, lengths, and spacing described in Table 2a and 3.2.1.1 General: Lap siding is available in various finish Table 3 of this report. textures. The siding is applied horizontally commencing from the bottom course of a wall with minimum 1 1/4 inch 3.2.3 Hardipanel@ Siding (32 mm)wide laps at the top edge.Vertical joints butt over Hardipanel@ siding is available in various surface textures studs except where the"off-stud splice device"is utilized as including smooth. Dimensions are noted in Table 1 of this described in Section 3.2.1.2 of this report, or where the report.Fasteners are installed with a minimum Sia inch(9.5 planks are installed over solid panel sheathing. mm)edge distance and a minimum 2 inch(51 mm)clear- When installed on wood-framing members,the siding shall ance from corners. Joints are fastened at abutting sheet be fastened either through the overlapping planks (face edges and optionally covered by polyvinyl chloride(PVC) nailed) or through the top edge of single planks (blind joint treatment, lumber battens or sealant nailed) with corrosion-resistant nails into each wood- Where a specified level of wind resistance or shear resis- framing member. The lap conceals the fasteners in the tance is required, the Hardipanel@ siding is attached to previous course when blind nailed.When attached to metal framing members, appropriately spaced, with fastener framing members,the siding is fastened either through the types,lengths,and spacing described in Table 2a and 3 of overlapping planks with 15/8 inch(41 mm)long No.8-18 by 0.323 inch (8.2 mm) HD Hi-Lo@ or S-121m, self-drilling, this report. corrosion-resistant,ribbed buglehead screws or with 0.100 3.2.4 Harditex@ Baseboard in.(2.54 mm)shank by 0.25 in.(6.4 mm)HD by 1 112 in.(38 mm)long ET&F brand pin fasteners at each metal framing Harditex@ baseboard is for exterior applications to walls member, or through the top edge of single planks with and soffits.Dimensions are noted in Table 1 of this report. minimum 1 1/4 inch (32 mm) long No. 8-18 by 0.375 inch Harditex@ baseboard has a smooth finish and is available (9.5 mm) HD Hi-Lo@ or S-12Tm, self-drilling, corrosion- with either tapered edges on the two long sides for joint resistant,ribbed Philhpswaferhead screws orwith 0.100 in. treatment or all square edges. Harditex@ baseboard is (2.54 mm) shank by 0.25 in. (6.4 mm) HD by 1 1/2 in. (38 supplied either sealed or unsealed for the subsequent mm)long ET&F Panelfast brand fasteners at each metal application of a primer or sealer by the end user as a framing member. Planks may also be fastened to a wall component in an exterior coating or finish system. Joints constructed of concrete masonary units complying with shall be sealed with a sealant specified by the coating ASTM C90 with 0.14 in. (3.5 mm)shank by 0.300 in. (7.6 manufacturer. Other installation details are in accordance mm)HD by 1 114 in.(32 mm)long ET&F brand Stud Nails. with Section 3.2.2 of this report.Harditex@ baseboard has The lap conceals the fasteners in the previous course. been evaluated for water-resistive qualities but its use as 3.2.1.2 Off-Stud Splice Device: Vertical joints of the an alternative to a weather-resistive barrier is outside the p 1 scope of this report,see Section 7.4 of this report. planks shall butt over framing members or between the framing members when an"off-stud splice device"is placed Where a specified level of wind resistance or shear resis- on each plank end.The splice device's bottom lip is placed tance is required,the Harditex@ baseboard is attached to over the adjacent solid course of planks.The plank is then framing members, appropriately spaced, with fastener fastened to the framing. The abutting plank is positioned types, lengths, and spacing described in Table 2a or 3 of and fastened into place ensuring thatthe lower edges of the this report. E t Report No.NER-405 Page 3 of 32 3.2.5 Hardisoffit0 Board noted in Table 1 of this report The siding is applied horizon- tally to braced wall framing complying with the applicable Hardisoffit®board is for use as exterior vented or unvented code commencing from the bottom course of a wall. Install soffits. Hardisoffit®board is available with either a wood- Shingleside® HeritageTm panels with joints in moderate grain texture or a smooth unsanded surface. Vented contact. Due to the overlapping of the panels,joint sealant Hardisoffit®provides 5 square inches of net free ventilation is not required. Fasteners are a minimum 0.083 inch (2.1 per lineal foot of soffit.Dimensions are noted in Table 1 of mm)shank by 0.187 inch(4.7 mm)HD by 1 1/2 inch(33 mm) this report.All HardisoffitO board edges are supported by long corrosion-resistant siding nail.For application to open framing with fasteners installed with a minimum 3/8 inch(9.5 braced framing,vertical joints butt over studs. mm)edge distance and minimum 2 inch(51 mm)clearance from corners. Hardisoffit®boards are attached to framing Where a specified level of wind resistance is required, members with fastener types, lengths, and spacings Heritage panel sidings are attached to framing members described in Table 2a and 3 of this report. appropriately spaced or to solid wall sheathing, with fastener types,lengths,and spacing described in Table 2 3.2.6 Hardie®Shingleside®Cladding of this report. Hardie®Shingleside®cladding shall be installed oversolid Secure a 1/4 inch(6.4 mm)thick lath strip and a minimum wall sheathing which complies with the applicable code. 91/4 inch(235 mm)wide Hardiplank®starter course.Trim Dimensions are as noted in Table 1 of this report.The wall the first panel so the end aligns with the furthest stud.Allow sheathing shall be protected by a weather-resistive barrier trimmed panel 1/8 inch (3.2 mm) from the trim board for which complies with the applicable code. caulk and secure above keyways[approximately 8 inches (203 mm) clearance from butt edge of panel] on 16 inch When Hardie® Shingleside® cladding is installed over (406 mm) or 24 inch (310 mm) centers [13 314 inch (349 minimum 15/32 inch(11.9 mm)thick plywood complying with mm)centers maximum for application only to minimum 7/16 the applicable code,with two corrosion resistant roofing inch (11.1 mm) thick APA rated Oriented Strand Board nails[0.121 inch (3.1 mm)shank diameter by 0.371 inch sheathing].Work across the wall allowing 1/a inch(3.2 mm) (9.4 mm)head diameter by 1 1/4 inch(32 mm)long]spaced gap from trim. a maximum of 1 inch (25.4 mm)from each edge and the nails positioned to be covered 1 inch(25.4 mm)nominally Start the second course,and every following even number by the succeeding course, the maximum allowable wind course(i.e.fourth, sixth)by moving the equivalent of one loads, building heights, and exposure categories for the full stud cavity from the straight edge end (the left side), systems installed with 8,7,and 6 inch(203, 178,and 152 Save this piece for the other end of the wall. Secure the mm)weather exposures,shall be as indicated in Table 6A, beginning panel leaving 1/8 inch(3.2 mm) clearance from 6B,and 6C of this report.Nails shall.secure siding but shall the trim board for caulking. Position nails to penetrate not be overdriven. through the previous course and into the framing members or Oriented Strand Board. When Hardie® Shingleside® cladding is installed over When a course is broken by a window or doorway,continue minimum 7/16 inch(11.1 mm)thick Oriented Strand Board the application as if the wall was complete.Trimming for the (OSB), complying with the applicable code, with two copening and using the resulting piece may throw off the corrosion resistant siding nails [0.091 inch (2.3 mm) shank diameter by 0.221 inch(5.5 mm)head diameter by spacing above the break. 1 1/2inch(38 mm)long]spaced a maximum of 1 inch(25.4 3.2.8 Hardipanel®Shiplap Panel Siding mm)from each edge and the nails positioned to be covered 1 inch(25.4 mm)nominally by the succeeding course,the Hardipanel® Shiplap panel siding is used as an exterior maximum allowable wind loads, building heights, and wall cladding. The siding is available in various surface exposure categories for the systems installed with 8,7,and textures including smooth. Dimensions are noted in Table 6 inch(203,178,and 152 mm)weather exposures,shall be 1 of this report.Fasteners are installed with a minimum 3/8 as indicated in Table 7A, 7B, and 7C of this report. Nails inch (9.5 mm) edge distance and a minimum 2 inch (51 shall secure siding but shall not be overdriven. mm)clearance from corners. When Hardie® ShinglesideO cladding is installed over Where a specified level of wind resistance or shear resis- minimum 7116 inch(11.1 mm)thick Oriented Strand Board tance is required, the Shiplap panel siding is attached to (OSB), complying with the applicable code, with three framing members, appropriately spaced, with fastener corrosion resistant siding nails [0.091 inch (2.3 mm) types,lengths,and spacing described in Table 2a and 3 of shank diameter by 0.221 inch(5.5 mm) head diameter by this report. 1 1/2 inch(38 mm) long]for 12 inch (305 mm)wide shin- 3.3 LINING BOARD AND UNDERLAYMENT gles and two corrosion resistant siding nails for 6 and 8 inch(152 mm and 203 mm)wide shingles,the maximum TitanTM(tapered-edge)panel,Hardibacker®(square edge), allowable wind loads, building heights, and exposure Hardibacker 5000 (square edge), and HardibackerO categories for the systems installed with 8, 7, and 6 inch (MultilayO) underlayments are used as wet or dry area (203, 178, and 152 mm) weather exposures, shall be as lining/underlayment substrates applied to the interior of indicated in Table 8A,8B,and 8C of this report.One siding buildings.TitanTM'-FR(tapered-edge)panel is only intended nail shall be spaced a maximum of 1 inch(25.4 mm)from for dry interior wall and ceiling applications. each edge on the panel,with the third siding nail installed midspan of the 12 inch (305 mm)wide shingles.All nails 3.3.1 TitanTM' (Tapered Edge)Panel shall be covered 1 inch (25.4 mm) nominally by the suc- Titan TM (tapered-edge) panel is only intended for interior ceeding course. Nails shall secure siding but shall not be walls and ceilings including shower and bath areas.Subse- overdriven. quent finishing using paint,wallpaper or tile is required as 3.2.7 ShinglesideO HeritageTm Panels indicated in Sections 3.3.1.1 and 3.3.1.2 of this report.The panel has a smooth finish with tapered edges on the two Shingleside®HeritageTTM panels have a woodgrain texture long dimensions for joint treatment. Dimensions are noted and are available in three configurations: half-round©, in Table 1 of this report.Maximum shear values are noted staggered-edge©, and square-edge©. Dimensions are as in Table 3 of this report. r Page 4 of 32 Report No.NER-405 3.3.1.1 Paint or Wallpaper Finish:Titan TM(tapered-edge) clearance from the floor surface.This gap shall be free of panel is installed with the long dimension either vertical or adhesive and grout and filled with a flexible sealant. On horizontal to nominal 2 x 4 wood framing members or large tiled areas,movementjoints are provided in the walls minimum No. 20 gage (0.0329 inch) steel framing mem- in accordance with ANSI A108, Section AN-3.7. bers,spaced a maximum of 24 inches(610 mm)on center with end joints staggered from adjacent courses in both A flush-joint procedure is permitted on TitanTm (tapered- vertical and horizontal applications. To fasten to wood edge)panel.The same type of tile adhesive or mortar used framing members, minimum 13/8 inch (35 mm) long to set the tiles shall be troweled into joints as a joint gypsum board nails or minimum 1 inch(25.4 mm)long No. compound.Joints shall be reinforced with 2 inch(51 mm) 8-18 by 0.323 inch (8.2 mm) HD Hi-Lo0 SO, self-drilling, wide, high-strength, coated, alkali-resistant, glass fiber corrosion-resistant,ribbed buglehead screws are used and reinforcing joint tape embedded into the wet tile adhesive spaced a maximum of 8 inches(203 mm)on center at all and allowed to dry thoroughly. supports.To fasten to metal framing members,minimum 1 Internal corners are finished by filling with tile adhesive, inch(25.4 mm) long No. 8-18 by 0.323 inch(8.2 mm) HD workingthe reinforcing joint tape intothejoint,and applyingM Hi-Lo0 SO or S-12 , self-drilling, corrosion-resistant, a second coat of tile adhesive and allowing it to dry thor- ribbed buglehead screws are used and spaced a maximum oughly. of 6 inches(152 mm)on center at all supports. Fasteners shall be located at least 3/8 inch (9.5 mm) from board External corners are treated by filling the joint with tile edges,and 2 inches(51 mm),minimum,from lining board adhesive and allowing it to dry thoroughly. Corrosion- corners. Panels are placed with a minimum 1/4 inch (6.4 resistant metal or PVC corner angles are then fastened in mm)clearance from the floor surface.Metal or PVC corner place, followed by a second coat of tile adhesive. Tile angles are attached with the above described nails or adhesive is also applied over all fastener heads in interme- screws placed approximately 12 inches (305 mm) on diate locations. center. Wall tiles complying with ANSI A137.1 are attached to the A flush-joint procedure is permitted on Titan TM (tapered- board with flexible Type I, mastic adhesives complying edge)panels.Gypsum board joint compounds,complying with ANSI A136.1, or acrylic or latex-modified thinset with ASTM C474 and C475, shall be troweled into the mortars complying with ANSI All 18.4, in accordance with joints. Paper joint tape is embedded into the wet joint ANSI A108.The same adhesives are permitted to fill and compound and allowed to dry thoroughly.A second coat of level the sheet joints. joint compound,approximately 8 inches(203 mm)wide,is then applied across thejoint and allowed to dry.A third coat 3.3.2 Hardibacker0(Square Edge)and Hardibacker of topping compound, 10 inches(254 mm)wide,is applied 5000(Square Edge) across the joint. Topping compound shall also be applied over all fastener heads in intermediate locations. Hardibacker0(square-edge)underlayment is only intended for interior walls and floors, including shower and bath Internal corners are finished by filling with joint compound, areas (excluding the shower floor). Hardibacker 5000 working the joint tape into the joint,and applying a second (square-edge) underlayment is only intended for interior coat of joint compound.A third coat of topping compound walls, including shower and bath areas. Subsequent is applied over the area. finishing with tile is'required. The square-edge underlay- ment has a smooth-finished surface and square edges for External corners are treated by filling the joint with joint closely butted joints. Dimensions are noted in Table 1 of compound and allowing it to thoroughly dry. Corrosion- this report.Maximum shear values are noted in Table 3 of resistant metal or PVC corner angles are then fastened to this report. the corner,followed by a second coat of joint compound. When the second coat is completely dry, a third coat of 3.3.2.1 Floors:When Hardibacker0(square-edge)under- topping compound is applied over the area. Topping layment is used on floors, the subfloor assembly shall compound is also applied over all fastener heads in inter- consist of a minimum 5/8 inch (15.9 mm) thick, Exterior mediate locations. Grade, Group 2 or 3 species plywood or equivalent thick- ness of subfloor and shall be designed such that the 3.3.1.2 Tile Finish: Titan"A (tapered-edge) panel is in- maximum deflection in a plane, including live and dead stalled with the long dimension either vertical or horizontal loads,is 0360 of the span,in accordance with the applica- to nominal 2 x 4 wood-framing members or minimum No. ble code.Movement joints shall be provided where existing 20 gage (0.0329 inch, 0.84 mm) metal framing members structural joints (building control joints) occur and where spaced 24 inches(610 mm)on center,maximum,with end changes in direction occur such as in V-shaped rooms. joints staggered from adjacent courses in both vertical and For large tiled areas, movement joints are provided in horizontal applications. To comply with ANSI Al 08.11, accordance with ANSI A108,Section AN-3.7. framing members are spaced 16 inches (406 mm) on The subfloor is then covered with a minimum 3/32 inch(2.4 center, maximum. To fasten to wood framing members, mm)thick latex,or acrylic-modified thinset setting material. minimum 1 1/4 inch (32 mm) long, corrosion-resistant Hardibacker(square-edge)underlayment is then installed (galvanized or stainless steel)roofing nails,or 1 1/4 inch(32 in a staggered brick pattern at right angles to the subfloor mm)long No.8-18 by 0.375 inch(9.5 mm)HD Hi-Lo0 SO, and fastened before the setting material films over. self-drilling, corrosion-resistant, ribbed Phillips waferhead screws are used and spaced a maximum of 6 inches(152 The underlayment is fastened with 1 114 inch(32 mm)long, mm)on center at all supports.To fasten to metal framing corrosion-resistant(galvanized or stainless steel) roofing members, minimum 1 1/4 inch (32 mm) long No. 8-18 by nails or 1 inch(25.4 mm)long No.8-18 by 0.323 inch(8.2 0.375 inch(9.5 mm)HD Hi-Lo0 SO or S-12 TM,self-drilling, mm)HD Hi-Lo0 SO,self-drilling,corrosion-resistant,ribbed corrosion-resistant, ribbed Phillips waferhead screws are buglehead screws. To meet the requirements of ANSI used and spaced a maximum of 6 inches (152 mm) on Al 08.11, minimum 1 1/4 inch (32 mm) long No. 8-18 by center at all supports. Fasteners are located at least 3/8 0.375 inch(9.5 mm)HD Hi-Lo0 SO,self-drilling,corrosion- inch (9.5 mm)from board edges, and 2 inches (51 mm), resistant ribbed Phillips waferhead screws are used. minimum,from board corners.Corner gaps are filled with a Fasteners shall be located a maximum of 8 inches (203 flexible, silicone sealant compatible with fiber-cement. mm) on center around the perimeter and in the field. Panels are placed with a minimum 1/4 inch (6.4 mm) Fasteners shall be located a minimum of 3/8 inch(9.5 mm) e r Report No.NER-405 Page 5 of 32 and a maximum of 3/4 inch (19.1 mm)from the underlay- removed and/or replaced as necessary to create a smooth ment edges, and 2 inches (51 mm) minimum, from and level surface.The ability of the existing floor structure underlayment corners.For latex or acrylic modified thinset and subfloor to support the additional loads of the under- mortars,the joints shall be reinforced with 2 inch(51 mm) layment and new floor finish shall be substantiated.Alter- wide, high-strength, coated, alkali-resistant, glass fiber ations shall comply with applicable codes. reinforcing tape embedded into the wet mortar and allowed The underlayment boards are laid in a staggered end joint to dry thoroughly. pattern at right angles to the subflooring.Joints are offset Floor tiles complying with ANSI A137.1 are attached to the 1/8 inch (3.2 mm) from walls and cabinet bases and cut board with flexible Type I mastic adhesives complying with edges turned to the outside,wherever possible. ANSI A136.1, or acrylic or latex-modified thinset mortars 3.3.3.1 Resilient Flooring: With the side marked for complying with ANSI A118.4, in accordance with ANSI resilient flooring face up, Hardibacker®(Multilay®) under- A108. The same adhesives are also used to fill and level layment is placed over the prepared subflooring and the sheet joints. fastened to support framing with either 3d, corrosion- 3.3.2.2 Walls:Hardibacker®(square-edge)and Hardibacker resistant, ring-shank nails, or No. 18 gage, (0.0475 inch) 500®(square edge) underlayments are installed with the corrosion-resistant staples with a 1/4 inch(6.4 mm)crown, long dimension either vertical or horizontal to nominal 2 x 4 located a maximum of 3 inches(76 mm)on center around wood framing members or minimum No. 20 gage(0.0329 the board perimeter and 6 inches(152 mm)on center in the inch,0.84 mm)metal framing members spaced a maximum field. Fasteners shall be located at least 3/8 inch(9.5 mm) of 24 inches(610 mm)on center with end joints staggered from the underlayment edges and 2 inches (51 mm), from adjacent courses in both vertical and horizontal minimum,from underlayment corners.Fastener heads shall applications.To comply with ANSI Al 08.11,framing mem- be flush with the surface. Fasteners shall be of sufficient bers shall be spaced a maximum of 16 inches(406 mm)on length to penetrate at least 1 inch (25.4 mm) into sound center.To fasten to wood framing members,minimum 1 1/4 subflooring or framing. inch (32 mm) long, corrosion-resistant (galvanized or stainless steel)roofing nails or 1 1/4 inch(32 mm)long No. To minimize the possibility of surface irregularities in the 8-18 by 0.375 inch (9.5 mm) HD Hi-Lo®S®, self-drilling, underlayment and fastener heads penetrating through the corrosion-resistant, ribbed Phillips waferhead screws are resilient flooring, the boards shall be installed flush and used and spaced a maximum of 8 inches (152 mm) on level. Height variations are treated by filling joints,gouges center at all supports.To fasten to metal framing members, and low spots with a water-resistant,cementitious leveling minimum 1 1/4 inch(32 mm) long No. 8-18 by 0.375 inch compound recommended by the floor-covering manufac- (9.5 mm) HD Hi-Lo@ SO or S-12Tm,self-drilling, corrosion- turer.Afterthe leveling compound has dried,filled areas are resistant ribbed Phillips waferhead screws are used and sanded level to the surrounding subfloor. spaced a maximum of 8 inches(152 mm) on center at all Priorto the application of the resilient flooring,the prepared supports. Fasteners are located at least 3/8 inch(9.5 mm) surfaces shall be free of dust, grease and other foreign from board edges and 2 inches (51 mm), minimum, from material. board corners.Corner gaps are filled with a silicone sealant compatible with fiber-cementunderlayments.Underlayments Finish floor coverings are installed in accordance with the are placed with a minimum 1/4 inch(6.4 mm)clearance from flooring material manufacturer's published instructions, the floor surfaces and other horizontal the termination which shall include application procedures, compatible locations,such as above tub edges.This gap shall be free of adhesives and recommended accessories. adhesive and grout and filled with a flexible sealant.For large tiled areas,movementjoints are provided in accordance with 3.3.3.2 Tile:With the side marked for tile face up,follow the ANSI A108,Section AN-3.7. additional instructions described in Section 3.3.2.1 of this Wall tiles complying with ANSI A137.1 are attached to the report. underlayment with flexible Type I mastic adhesives comply- 3.3.4 TitanT'-FR Panel ing with ANSI A136.1, or acrylic or latex-modified thinset mortars complying with ANSI A118.4, in accordance with Titan"v-FR (tapered-edge) panel is only intended for dry ANSI A108.The same adhesives are used to fill and level interior wall and ceiling applications. The panel has a the sheet joints.Joints shall be reinforced with 2 inch(51 smooth finish with tapered edges on the two long dimen- mm)wide,high-strength,coated,alkali-resistant,glass fiber sions for joint treatment.Dimensions are as noted in Table reinforcing tape embedded into the wet mastic or modified 1 of this report. thinset mortar and allowed to dry thoroughly. 3.3.4.1 Paint or Wallpaper Finish: TitanT"-FR tapered- 3.3.3 Hardibacker®(Multilay®) edge panel is installed with the long dimension eithervertical or horizontal to nominal 2 x 4 wood framing members or Hardibacker®(Multilay®)underlayment is only intended for minimum No.20 gage(0.0329 inch,0.84 mm)steel framing interior floors including shower and bath areas(excluding members, spaced a maximum of 24 inches (610 mm) on the shower floor). Subsequent finishing with resilient floor center with end joints staggered from adjacent courses in coverings or tile is required.The underlayment face has a both vertical and horizontal applications.To fasten to wood smooth(sanded)surface,an opaque acrylic seal coat and framing members, minimum 1 7/8 inch (47.6 mm) long square edges for close-butted joints.The face of the sheet gypsum board nails or minimum 1 1/2 inch (38 mm) long, is identified for resilient flooring. The reverse side of the Type W, gypsum board screws are used and spaced a underlayment has a smooth (unsanded) surface, is un- maximum of 8 inches(203 mm)on center at all supports.To sealed and has square edges for close-butted joints.The fasten to metal framing members, minimum 1 inch (25.4 reverse side of the sheet is identified for tile. Dimensions mm)long,Type S orS-12,self-drilling gypsum board screws are noted in Table 1 of this report. are used and spaced a maximum of 12 inches(305 mm)on The underlayment shall be installed over a structurally center at all supports.Fasteners shall be located at least 3/8 sound subfloor assembly designed to limit the maximum inch (9.5 mm) from board edges, and 2 inches (51 mm), deflection in a plane,including live and dead loads,to L/360 minimum,from board corners.wall panels are placed with a of the span, in accordance with the applicable code. minimum 1/4 inch(6.4 mm)clearance from the floor surface. Metal or PVC corner angles are attached with the above When the underlayment is installed on existing floor con- described nails or screws placed approximately 12 inches struction, floor finishes and subflooring shall be repaired, (305 mm)on center. Page 6 of 32 Report No.NER-405 Aflush-joint procedure is permitted on Titan TM-FR(tapered- of adhesive is "buttered" to the leading edge of the first edge) panels.Gypsum board joint compounds,complying installed sheet and the next sheet laid against it ensuring with ASTM C474 and C475, shall be troweled into the that an adequate film of adhesive is present. Forcing joints. Paper joint tape or equivalent is embedded into the adhesive into the joint after the sheets have been fastened wet joint compound and allowed to dry thoroughly. A is not permitted.Afterthejoint is filled,any excess adhesive second coat of joint compound, approximately 8 inches shall be removed from the surface of the sheet. (203 mm)wide,is then applied across the joint and allowed Use as a diaphragm is outside the scope of this report. to dry.A third coat of topping compound, 10 inches (254 mm)wide, is applied across the joint.Topping compound Allowable loads are as follows: shall also be applied over all fastener heads in intermediate locations. ALLOWABLE UNIFORM LOAD Internal corners are finished by filling with joint compound, AT DEFLECTION LIMIT=L/360' working the joint tape into the joint,and applying a second JOIST SPACING coat of joint compound.A third coat of topping compound PRODUCT 16 inches o.c. 24 inches o.c. is applied over the area. External corners are treated by filling the joint with joint Compressed Sheet II 190 psf 105 psf compound and allowing it to dry thoroughly. Corrosion- (1/2 and 5/8 inch thick) resistant metal or PVC corner angles are then fastened to Compressed Sheet II 300 psf 145 psf the corner,followed by a second coat of joint compound. (3/4 inch thick) When the second coat is completely dry, a third coat of topping compound is applied overthe area.Joint compound For Si: 1 inch=25.4 mm, 1 psf=47.88 Pa is also applied over all fastener heads in intermediate 1. L=length of span(inches) locations. 3.5 FIRE-RESISTANCE RATED ASSEMBLIES 3.4 SUBFLOOR PANELS 3.5.1 Assembly 1 Compressed sheet is used as subflooring over complying The nonsymmetrical nonloadbearing,1 hour,fire-resistance wood or metal floor joists spaced a maximum of 24 inches rated wall assembly consists of minimum 3 5/8 inch(92 mm) (610 mm)on center.The panels have a smooth unsanded deep, No.20 gage(0.0359 inch,0.91 mm),steel"C"studs surface. Cutouts for plumbing and electrical shall be at 24 inches(610 mm)on centerwith corresponding top and oversized.Floor opening penetrations shall be protected in bottom tracks.One layer of Sia inch(15.9 mm)thick Type"X" accordance with the applicable code.Dimensions are noted gypsum board, 48 inches (1219 mm) wide, is applied in Table 1 of this report. vertically to the studs and secured with 11/4 inch(32 mm) Panels are installed over two or more spans,with the long long,Type S,gypsum board screws,spaced 8 inches(203 dimension perpendicular to supports. The sheets are mm)on center at board edges and 12 inches(305 mm)on fastened to wood framing members by counterstriking center at intermediate framing members.The Sia inch(15.9 minimum No. 10 by 0.350 inch(8.9 mm)HD wood screws mm) thick gypsum board joints and screw heads require spaced a maximum of 12 inches(305 mm)on center at all treatment consisting ofjointcompound followed byjointtape supports.The sheets are fastened to metal framing mem- and a second layer of joint compound.The opposite face of bers by counterstriking minimum No. 9-18 by 0.350 inch the wall is covered with one layer of 1/2 inch(12.7 mm)thick (8.9 mm)HD S-12Tm,self-drilling,corrosion-resistant ribbed Hardirock®Max"C"T"'(Type"X")gypsum board,followed by buglehead screws spaced a maximum of 6 inches (152 one layer of either 1/4 inch(6.4 mm)thick TitanTm (tapered- mm)on center around the sheet perimeter and 12 inches edge), Hardibacker® (square-edge), or Harditex® board. (305 mm)on center at immediate joist locations.Fasteners Boards are applied vertically to framing members with shall be of sufficient length to penetrate at least 1 inch(25.4 vertical edges staggered 24 inches(610 mm).The v2 inch mm) into wood framing members or 1/4 inch(6.4 mm)into (12.7 mm)thick Hardirock®Max"C"m (Type"X")gypsum metal framing members. Holes are drilled in compressed board is fastened to the framing members with 11/4 inch(32 sheet with a masonry bit, allowing a 0.04 inch (1.02 mm) mm)long,Type S,gypsum board screws spaced 24 inches clearance over diameter of screw to be used.Fasteners are (610 mm) on center. TitanTm, Hardibacker®or Harditex® located a minimum of 3/8 inch(9.5 mm)and a maximum of boards are fastened through the gypsum board to the 3/4 inch(19.1 mm)from sheet edges,and 2 inches(51 mm) framing members with minimum 15/8 inch(41 mm)long by minimum from sheet corners.Fastener heads are.flush with minimum 0.323 inch(8.2 mm)HD Hi-Lo®S®or S-12Tm self- the surface.Edges shall be blocked or the panels shall be drilling, corrosion-resistant, ribbed buglehead or ribbed covered with minimum 1/4 inch(6.4 mm)thick underlayment Phillips waferhead screws located a maximum of 8 inches or 3/4 inch(19.1 mm)thick wood strip finish flooring. (203 mm) on center. Board joints and fasteners require treatment similar to that described in Sections 3.3.1.1, As an alternative,sheets are field glued in conjunction with 3.3.1.2,3.3.2.2 and 3.2.4 of this report. mechanical fastening with a structural adhesive(APA/HUD AFG-01)applied to joints.Framing members shall be free 3.5.2 Assembly 2 of surface moisture,dirt,cement and otherforeign materials The nonsymmetrical nonload bearing,1 hour,fire-resistant prior to application of the adhesive. Adhesives shall be rated wall assembly consists of minimum 3 5/8 inch(92 mm) applied in accordance with the adhesive manufacturer's deep,No.25 gage(0.0209 inch,0.53 mm),steel"C"studs instructions. The application rate shall be a 1/4 inch (6.4 at 16 inches (406 mm) on center with corresponding top mm) diameter bead applied to each joist or blocking and bottom tracks. One layer of 5/8 inch (15.9 mm) thick member,except two 114 inch(6.4 mm)diameter beads are Type "X" gypsum board, 48 inches (1219 mm) wide, is applied where sheets abut on a joist. Installation of the applied vertically to the studs and secured with minimum 1 sheets shall be within the time limit designated by the inch (25.4 mm) long, Type S, gypsum board screws, adhesive manufacturer. spaced 8 inches(203 mm)on center at board edges and Where more than one sheet is used,an effective seal shall 12 inches (305 mm) on center at intermediate framing be provided between sheets.The bonded surfaces shall be members.The 5/8 inch (15.9 mm) thick Type"X"gypsum clean and an approved structural adhesive (APA/HUD board joints and screw heads require treatment consisting AGF-01) shall be used. Edges of the sheets to be joined of joint compound followed byjoint tape and a second layer shall be thoroughly cleaned and the dust removed.A layer of joint compound. The stud cavities are insulated with t ' Report No.NER-405 Page 7 of 32 minimum 3 inch(76 mm)thick, 3 pcf(48 kg/m3), unfaced, water-resistant core gypsum sheathing and one layer of friction-fit, mineral fiber insulation complying with ASTM maximum 12 inch (305 mm) wide HardiplankO lap siding C665,Type I.The opposite face of the wall is covered with lapped a minimum of 1 1/4 inches (32 mm). The 1/2 inch one layer of 7n6 inch(11.1 mm)thick Hardibacker@(square (12.7 mm) thick Type "X" water-resistant core gypsum edge)or TitanT" (tapered edge)or Harditex@ boards.The sheathing is applied vertically to framing members with boards are applied vertically to framing members with vertical edges staggered 24 inches(610 mm)from thejoints vertical edges staggered 16 inches (406 mm). Hardi- on the opposite side.The 112 inch(12.7 mm)thick Type"X" backer@,TitanTm or Harditex@ boards are fastened through water-resistant core gypsum sheathing is fastened to the to the framing members with minimum 1 inch (25.4 mm) framing members with 13/4 inch(44 mm)long roofing nails long No. 8-18 by 0.323 inch (8.2 mm) HD self-drilling, spaced 7 inches (178 mm) on center in the field and 4 corrosion-resistant, Hi-Lo@ SO ribbed buglehead (or inches (102 mm) on center along the perimeter of each equivalent) screws located a maximum of 6 inches (152 board. An outer layer of 5/16 inch (7.5 mm) thick, 12 inch mm)on center.Board joints and fasteners require treatment (305 mm)wide Hardiplank@ lap siding is applied over the 112 similar to that described in Sections 3.3.1.1, 3.3.1.2 or inch(12.7 mm)thick Type"X"water-resistant core gypsum 3.3.2.2 of this report, and using the glass fiber reinforcing sheathing by attaching a 1 1/2 inch (38 mm) wide Hardi- tape. plank@ starter strip attached through the gypsum sheathing into the bottom plate and 12 inch (305 mm) wide Hardi- 3.5.3 Assembly 3 plank@ lap siding applied horizontally with a minimum The nonsymmetrical limited loadbearing,1 hour fire-resistant nominal 1 1/4 inch (32 mm) headlap and fastened with a rated wall assembly consists of nominal 2 x 4 wood studs at single 6d corrosion resistant common nail driven through the 16 inches (406 mm) on center with two top plates and a lapped planks at each stud. single bottom plate.The lesser of 800 pounds per stud or 31 percent of full design load is permitted to be superimposed, 3.5.5 Assembly 5' provided structural consideration for axial, flexural and The symmetrical nonload bearing,l hour,fire-resistant rated bearing perpendicular-to-grain stresses are resolved in wall assembly consists of minimum 3 5/8 inch(92 mm)deep, accordance with Part III of the National Design Specification, No.20 gage(0.0359 inch,0.91 mm),steel"C"studs at 24 1997 edition, published by the American Forest & Paper inches (610 mm) on center with corresponding top and Association.One layer of 5/8 inch(15.9 mm)thick Type"X" bottom tracks. Both sides of the wall are covered with one gypsum board, 48 inches (1219 mm) wide, is applied layer of 1/2 inch (12.7 mm) thick HardirockO Max "C"T"" vertically to the studs and secured with minimum 17/8 inch (22 mm)long cup-head gypsum board nails,spaced 7 inches (Type"X")gypsum board,followed by one layer of either 1/4(178 mm)on center at board edges and intermediate framing inch(6.4 mm)thick TitanTm (tapered-edge), Hardibacker@ members. The 5/8 inch (15.9 mm) thick Type"X" gypsum (square-edge), or Harditex@ boards. Boards are applied board joints and nail heads require treatment consisting of either perpendicular(horizontally)or parallel (vertically)to joint compound followed by joint tape and a second layer of framing members.Base layer and face layer board joints of joint compound.The stud cavities are insulated with minimum both wall sides are offset by 24 inches(610 mm). The 1/2 3 inch(76 mm)thick,3 pcf,unfaced,friction-fit,mineral fiber inch (12.7 mm) thick Hardirock@ Max "C"T"" (Type "X") insulation complying with ASTM C665,Type I.The opposite gypsum board is fastened to the framing members with face of the wall is covered with one layer of 7/16 inch(11.1 minimum 1 inch (25.4 mm) long, Type S, gypsum board mm)thick Titan T*"(tapered-edge)or Hardibacker@(square- screws spaced 24 inches (610 mm) on center. Titan T11, edge)fibercement underlayment.The fiber cement board is Hardibacker@or Harditex@ boards arefastened throughthe applied vertically to framing members with vertical edges gypsum board to the framing members with minimum 1 5/8 staggered 16 inches (406 mm) from the gypsum board inch(41 mm)long by minimum 0.323 inch(8.2 mm)HD Hi- edges.Boards are fastened through to the framing members Lo@ SO or S-12Tm self-drilling, corrosion-resistant, ribbed with minimum 1 1/2 inch (38 mm) long, corrosion-resistant buglehead or ribbed Phillips waferhead screws located a roofing nails located a maximum of 6 inches(152 mm)on maximum of 8 inches(203 mm)on center.Board joints and center.Board joints and fasteners require treatment similar fasteners require finish treatment similar to that described in to that described in Section 3.3.2.2 of this report.The side of Sections 3.3.1.1,3.3.1.2,3.3.2.2,or 3.2.4 and of this report. the wall clad with fiber-cement board is covered with stan- dard grade ceramic tile, nominal 1/4 inch (6.4 mm) thick . 3.5.6 Assembly 6 Tiles,any expansion or control joints,and grout are installed The symmetrical nonload bearing, 1 hour, fire-resistant in accordance with ANSI A108.4 when Type I organic rated wall assembly consists of minimum 3 5/8 inch(92 mm) adhesive is used,or ANSI Al 08.5 if dry set,acrylic-modified deep,No.20 gage(0.0359 inch,0.91 mm),steel"C"studs or latex-modified portland cement mortar is used. at 24 inches (610 mm) on center with corresponding top 3.5.4 Assembly 4 and bottom tracks.Both sides of the wall are covered with one layer of 5/8 inch (15.9 mm) thick TitanTM"-FR panel. The nonsymmetrical loadbearing 1 hour fire-resistant rated Boards are applied either perpendicular (horizontally) or wall assembly consists of nominal 2 x 4 wood studs at 24 parallel (vertically) to framing members. Panel joints are inches(610 mm)on center with two top plates and a single offset by 24 inches(610 mm).The 5/8 inch(15.9 mm)thick bottom plate.Full design loads are permitted to be superim- TitanTm-FR panel is fastened to the framing members with posed, provided structural consideration for axial flexural minimum 1 inch (25.4 mm) long, Type S, gypsum board and bearing perpendicular-to-grain stresses are resolved in screws spaced 12 inches(305 mm)on center.Board joints accordance with Part 111 of the National Design Specification, and fasteners require finish treatment similar to that 1997 Edition, published by the American Forest& Paper described in Sections 3.3.1.1 or 3.3.1.2 of this report. Association. One layer of 5/8 inch (15.9) thick Type "X" gypsum board, 48 inches (1219 mm) wide, is applied vertically to the studs and secured with minimum 13/4 inch 4.0 INSTALLATION (44 mm) long cup-head gypsum board nails, spaced 7 inches(178 mm)on center at board edges and intermediate Installation shall comply with this report and a copy of this framing members. The 5/8 inch (15.9 mm) thick Type "X" report shall be available at all times on the jobsite during gypsum board joints and nail heads require treatment installation.Additional details are in the applicable manufac- consisting of joint compound followed by joint tape and a turer's product information sheets issued December 1993. second layer ofjoint compound.The stud cavities are either Where non-editorial differences occur between the manu- insulated or uninsulated. The opposite face of the wall is facturer's product information sheets and this report, this covered with one layer of 1/2 inch(12.7 mm)thick Type"X" report shall be null and void. I Page 8 of 32 Report No.NER-405 5.0 IDENTIFICATION 6.6 Ramtech Laboratories,Inc.,Test Report No.8047-87, James Hardie BuildingProducts, Inc., Hardiflex®, Hardi- dated April 6, 1987,containing testing in accordance with ASTM E72,Conducting Strength Tests ofPanels panel® and Hardisoffit® boards; Harditex® baseboards; for Building Construction - Section 9, Transverse Titan TM Titan TM-FR,Hardibacker®,Hardibacker 5000 and Load;and Section 14, Racking Load. Multilay® lining boards and underlayments; Compressed Sheet subflooring; pallets of Hardiplank® lap siding; 6.7 Structural Calculations for "Determination of Wind Hardie® Shingleside® cladding and Shingleside® Heri- Speed"by Ronald 1.Ogawa,P.E.,in accordance with tageTm panels shall bear a label identifying the manufac- Section 1205 of the 1988 Standard Building Code. turer's name and telephone number,the product name,and 6.8 The following test reports were issued by Inspection the name of the quality control agency, Intertek Testing Concepts for"Transverse Load Tests"of panels: Services,Inc.(NER-QA219),and this report number(NER- 405)for field identification. Report No. Date IC-1021-88 May, 1988 6.0 EVIDENCE SUBMITTED IC-1022-88 May, 1988 6.1 The following test reports issued by the Building IC-1042-88 February, 1989 Research Association of New Zealand (BRANZ) in IC-1054-89 September, 1989 accordance with ASTM E72,Conducting Strength Test IC-1055-89 September, 1989 of Panels of Building Construction, Section 9,Trans- IC-1121A-91 March 20,1991 verse Load, and Section 14, Racking Load: IC-11218-91 March 20, 1991 IC-1201-92 January 22, 1993 Report ASTM Standard IC-1203-92 January 22, 1993 No. Date Section IC-1228-93 July 2, 1993 S100 June, 1984 9 IC-1270-94 April 20, 1994 S101 June, 1984 9 IC-1271-94 April 20, 1994 S102 June, 1984 9 6.9 The following test reports were issued by Inspection S103 June, 1984 9 Concepts for"Racking Tests"of panels: S104 June, 1984 9 S105 June, 1984 14 Report No. Date S106 June, 1984 14 S109 July, 1984 9 IC-1013-88 January, 1988 S112 August, 1984 14 IC-1014-88 January, 1988 S113 August, 1984 9 IC-1030-88 September, 1988 STR122 April, 1985 9 IC-1032-88 September, 1988 STR123 April, 1985 14 IC-1037-88 November, 1988 STR127 April, 1985 9 IC-1038-88 November, 1988 STR128 May, 1985 14 IC-1057-89 September, 1989 STR131 May, 1985 9 IC-1062-89 November,1989 STR132 May, 1985 14 IC-1100-90 October 30, 1990 IC-1107-91 January 5, 1991 6.2 The following test reports issued by the Building IC-1108-91 January 6, 1991 Research Association of New Zealand (BRANZ) in IC-1109-91 January 8, 1991 accordance with the weatherability test procedures IC-1110-91 January 8, 1991 noted: IC-1120A-91 March 20, 1991 IC-1120B-91 March 20, 1991 Report IC-1120C-91 March 20, 1991 No. Date Procedure IC-1120D-91 March 20, 1991 MTR658 November, 1983 U.B.C.Standard IC-1202-92 January 22, 1993 32-12 IC-1202-92 January 22, 1993 MTR662 November, 1983 Freeze/Thaw IC-1237-93 August 5, 1993 MTR709 June, 1984 Percolation Test IC-1273-94 April 20, 1994 MTR723 May, 1984 ASTM G26, D2616, IC-1274-94 April 29, 1994 FD-714 6.10 The following test reports were issued by Inspection MTR778 June, 1985 NSZ3204;Wet/Dry Concepts for"Transverse Load Tests"of planks: Cycling MTR787 June, 1985 U.B.C.Standard Report No. Date 47-17 T176 June, 1984 ASTM E96 IC-1020-88 May, 1988 T177 I June, 1984 I ASTM E96IC-1011-88 January, 1988 IC-1034-88 October, 1988 6.3 Quality control procedural manual signed by James IC-1035-88 October, 1988 Hardie and Company(November 5, 1993),and ETL Testing Laboratories(November 8, 1993). 6.11 The following test reports were issued by Southwest Research Institute for"l hour Fireresistant Assem- 6.4 Manufacturer's descriptive literature blies": 6.5 United States Testing Company,Test Report No. LA Report No. Date 50049-1,dated February 7,1985,containingtesting in 01-2602-802 March, 1989 accordance with ASTM E84, Test of Surface Burning 01-2602-803 March, 1989 Characteristic of Building Materials. Report No. NER-405 Page 9 of 32 6.12 Structural calculations verifying design values for 6.28 Ramtech Laboratories,Inc.,Test Report No.8108C- Table 2 and 3 of this report, prepared by Inspection 87, dated June 24, 1987, in accordance with ASTM Concepts dated March 7,1990,signed and sealed by E72, Section 9, transverse load on 112 inch and 314 Ronald I.Ogawa, P.E. inch thick compressed sheet panels. 6.13 Inspection Concepts,Test Report No. IC-1093A-90, 6.29 Inspection Concepts, Test Report No. IC-1257-94, dated October 18, 1990, in accordance with ASTM dated January 13, 1994, in accordance with ASTM E136. E331 for water penetration of 114 inch thick Hardi- panel®vertical siding. 6.14 Smith-Emery Company,Test Report No. L-87-1732, 6.30 Inspection Concepts, Test Report No. IC-1243-93, dated October 8, 1987, in accordance with ANSI dated August 26, 1993, in accordance with ASTM A118.9. E228 for linear-thermal expansion of 1/4 inch thick 6.15 United States Testing Company,Inc.,Test Report No. James Hardie fiber cement products. 176842, dated September 14, 1990, in accordance 6.31 Ramtech Laboratories,Inc.,Laboratory No.9778-93, with ASTM D1037. IC-1225-93, dated June 4, 1993,. The Hardibacker 6.16 Truesdail Laboratories,Inc.,Test Report No.30240-1, board was tested in accordance with ASTM C177 Test for Steady-State Thermal Transmission Proper- dated March 1, 1989, revised March 28, 1991, in ties by Means of the Guarded Hot Plate.The results accordance with ASTM G21. are listed in Table 4 of this report. 6.17 Truesdail Laboratories,Inc.,Test Report No.30240-2, 6.32 Ramtech Laboratories,Inc.,Test Report No.IC-1230- dated March 1, 1989, revised March 28, 1991, in 93, Laboratory No. 9778-93, dated June 1993. The accordance with ASTM G22. Hardibacker@ board materials were tested in accor- dance with ASTM E96-90 to determine the water 6.18 Inspection p p vapor transmission properties. The average perm- May 8, 1991, in accordance with ASTM C947, C666 eance(perms)of the panels are shown in Table 5 of Procedure B,and ANSI-136-1. this report. 6.19 ETL Testing Laboratories,Report No.497742,dated 6.33 Ramtech Laboratories, Inc. Laboratory No. 10367A- March 5, 1990, in accordance with ASTM E84. 95/1363, dated September 18, 1995. The 7 112 inch and 91/2 inch wide Hardiplank® lap sidings were 6.20 Inspection Concepts, Report No. IC-1039-89, dated tested in accordance with ASTM E330 Transverse January 6, 1989, revised May 11, 1990, containing Load Test.The panels were installed on nominal 2 x comparative fastener pullout and pull-through testing 4 wood structural members spaced 16 inches on results. center(o.c.). 6.21 James Hardie Building Products,Inc.product informa- 6.34 Structural Calculations verifying design values for tion sheets issued October 1991. Table 3 of this report, prepared by Inspection Con- cepts dated October 6, 1995, signed by Ronald I. 6.22 Structural calculations verifying design values for Ogawa, P.E. Table 2 and 3 of this report, prepared by Inspection Concepts dated October 20,1993,signed by Ronald 6.35 Wind analysis and calculations for Hardishingle and I.Ogawa, P.E. Hardislateroofing and Hardie@)Shingleside®cladding installed with 8, 7, and 6 inch weather exposures. 6.23 Letter correcting structural calculations for BRANZ Analysis and calculations conducted by Ronald I. Reports S106 and STR128 prepared by Inspection Ogawa,P.E.dated March 28, 1997;March 31, 1997; Concepts dated February 14, 1993, signed and and April 2, 1997. sealed by Ronald I.Ogawa, P.E. 6.36 Structural calculations to determine design wind load 6.24 Letter reviewing "Racking Tests" and "Transverse on 8.25 Hardiplank®,dated October 24,1996,signed Load Tests"for Group III wood species verification for and sealed by Ronald I. Ogawa, P.E. of Inspection Table 2 and 3 of this report, prepared by Inspection Concepts Inc.. Concepts dated October 14,1993,signed and sealed 6.37 Structural calculations to determine design values for by Ronald I.Ogawa, P.E. Table 2a,2b,and 3 of this report,prepared by Inspec- tion Concepts dated July 16,1997,July 19,1997,and 6.25 The following test reports were issued by Omega Point August 19, 1997, signed and sealed by Ronald I. Laboratories for"1 hour Fireresistant Assemblies": Ogawa, P.E. 6.38 Ramtech Laboratories, Inc., Report Lab. No. 10868- Report No. Date 97/1475, dated June 26, 1997. The report contains 11710-92783 February 13,1992 results of testing in accordance with ASTM E72 and 11710-92851 September 9,1992 ASTM E330 on 5116 inch thick Hardipanel. 11710-98414 May 1, 1995 6.39 Ramtech Laboratories,Inc., Report Lab. No. 10869- 11710-105198 August 2, 1999 97/1482, dated July 14, 1997 containing results of 11710-105199 August 3, 1999 transverse load testing in accordance with ASTM E72 on 9 1/2 inch wide Hardiplank®lap siding. 6.26 Ramtech Laboratories,Inc.,Test Report No.8108A- 6.40 Applied Research Laboratories,Lab No.29278-UD1, 87, dated May 20, 1987, in accordance with ASTM dated September 1, 1994, containing reports of C725 for flexural strength tests conducted on 112 inch tensile pull-out testing of fasteners. and 314 inch thick compressed sheet panels. 6.41 Structural calculations to determine the allowable 6.27 Ramtech Laboratories, Inc.,Test Report No.810813- fastener spacing based on a wind speed of 110 mph, 87, dated May 26, 1987, in accordance with ASTM Exposure Category C, prepared by Inspection Con- E72,Section 18,concentrated load on 112 inch and 314 cepts,dated November 2,1994,signed and sealed by inch thick compressed sheet panels. Ronald I.Ogawa, P.E. Page 10 of 32 Report No.NER-405 6.42 Ramtech Laboratories,Inc.,Laboratory Number 10794- 24 inch centers and fastened with 1 112 inch long x 97/1458,dated March 13, 1997,containing results of 0.083 inch shank x 0.187 inch HD nails spaced at 8 an Uplift Resistance Test of 18 inch long by 12 inch inches o.c. perimeter and intermediate framing wide by 114 inch thick HardishingleT1 roofing installed members. on 15/32 inch thick,4 ply,3 layer CDX plywood. 6.52 Wind analysis and calculations for 24 inch wide 6.43 Ramtech Laboratories, Inc., Laboratory Number vented Hardisoffit@ panel for exposure categories B, 10794-97/1460, dated March 13, 1997, containing C, and D. Analysis and calculations signed and results of an Uplift Resistance Test of 18 inch long by sealed by Ronald 1.Ogawa,P.E.,dated May 4,2000. 12 inch wide by 114 inch thick Hardie@ Shingleside@ as siding roofing installed on 7116 inch thick Oriented 6.53 Ramtech Laboratories, Inc., Laboratory Number Strand Board utilizing 2 siding nails per 12 inch wide 11436-99/1602, dated October 29, 1999, containing panel. results of an ASTM E330 Transverse Load Test of 114 inch thick x 19 inch long x 48 inch wide HeritageTm 6.44 Ramtech Laboratories, Inc., Laboratory Number (half round) panel siding installed on 7116 inch thick 10794-97/1464, dated March 13, 1997, containing APA rated Oriented Strand Board sheathing only with results of an Uplift Resistance Test of 18 inch long by 1 112 inch long x 0.083 inch shank x 0.187 inch HD 12 inch wide by 114 inch thick Hardie@ Shingleside@ nails spaced at 13 314 inch o.c. as siding roofing installed on 7n6 inch thick Oriented Strand Board utilizing 3 siding nails per 12 inch wide 6.54 Ramtech Laboratories, Inc., Laboratory Number panel. 11436-99/1603,dated October 27, 1999, containing results of an ASTM E330 Transverse Load Test of 114 6.45 Ramtech Laboratories, Inc., Laboratory Number inch thick x 19 inch long x 48 inch wide HeritageTm 11149-98/1554, dated October 7, 1998, containing (half round) panel siding installed on nominal 2 x 4 results of an ASTM E330 Transverse Load Test of 6 framing members spaced at 16 inch centers and 114 inch wide Hardiplank@ siding installed on 20 ga. fastened with 1 112 inch long x 0.083 inch shank x metal framing members spaced at 16 inch and 24 0.187 inch HD nails to each framing member. inch centers and fastened with ET&F pin fasteners through the lap to each stud. 6.55 Ramtech Laboratories, Inc., Laboratory Number 11436-99/1604, dated October 28, 1999, containing 6.46 Ramtech Laboratories, Inc., Laboratory Number results of an ASTM E330 Transverse Load Test of 114 11149-98/1554A,dated October 7, 1998,containing inch thick x 19 inch long x 48 inch wide Heritage TM results of an ASTM E330 Transverse Load Test of 12 (half round) panel siding installed on nominal 2 x 4 inch wide Hardiplank@ siding installed on 20 ga.metal framing members spaced at 24 inch centers and framing members spaced at 16 inch and 24 inch fastened with 1 112 inch long x 0.083 inch shank x centers and fastened with ET & F pin fasteners 0.187 inch HD nails to each framing member. through the lap to each stud. 6.56 Letter justifying horizontal application of panels in 6.47 Ramtech Laboratories, Inc., Laboratory Number accordance with Table 3 of this report,based on Table 11149-98/1554B,dated October 7, 1998,containing 23-II-1-1 of the 1997 Uniform Building Code and similar results of an ASTM E330 Transverse Load Test of tables in the BOCA National Building Code/1999 and 81/4 inch wide Hardiplank@ siding installed on 20 ga. 1999 Standard Building Code,prepared by Inspection metal framing members spaced at 16 inch and 24 Concepts Inc., dated October 20, 1999, and signed inch centers and fastened with ET&F pin fasteners and sealed by Ronald I.Ogawa,P.E. blind nailed to each stud. 6.57 Wind analysis and calculations for Hardiplank@ lap 6.48 Ramtech Laboratories, Inc., Laboratory Number siding installed with ET&F pin fasteners for exposure 11284-99/1580, dated April 15, 1999, containing categories B, C, and D. Analysis and calculations results of an ASTM E72 Racking Shear Test of 5116 signed and sealed by Ronald I. Ogawa, P.E.,dated inch thick x 48 inch wide x 96 inch long Hardipanel@ December 14, 1998. siding installed on 20 ga. metal framing members spaced at 16 inch and 24 inch centers and fastened 6.58 Wind analysis and calculations for Hardiplank@ lap with ET & F pin fasteners spaced at 4 inches o.c. siding based on various test reports of installations perimeter and 8 inches o.c. intermediate framing with nail and screw fasteners.Analysis and calcula- members. tions signed and sealed by Ronald I. Ogawa, P.E., 6.49 Ramtech Laboratories, Inc., Laboratory Number dated July 7, 1998. 11149-98/1554D,dated September 14,1998,contain- 6.59 Underwriters Laboratories Inc. letter, dated May 29, ing results of an ASTM E330 Transverse Load Test of 1997, recognizing James Hardie Gypsum's 112 inch 5n6 inch thick x 48 inch wide x 96 inch long Hardi- thick Hardirock@ Max "C"TM gypsum board as an panel@ siding installed on 20 ga. metal framing alternative to Super Fire X gypsum board. members spaced at 16 inch and 24 inch centers and fastened with ET&F pin fasteners spaced at 4 inches 6.60 Underwriters Laboratories Inc.letter,dated February o.c.perimeter and 8 inches o.c.intermediate framing 23, 2000, recognizing James Hardie@ Gypsum's 112 members. inch thick Hardirock@ Max"C"Tm gypsum board as an 6.50 Wind analysis and calculations for Hardipanel@ alternative to Super Fire X gypsum board. panels for exposure categories B,C,and D.Analysis 6.61 Underwriters Laboratories, Inc., File R8701, Project and calculations signed and sealed by Ronald I. 96NK16606, dated December 19, 1996, containing Ogawa, P.E.,dated March 26,2000. results of ANSI/UL 263 (ASTM E119, NFPA 251), Fire Tests of Building Construction and Materials,for 6.51 Ramtech Laboratories, Inc., Laboratory Number 112 inch thick x 8 feet long x 4 feet wide gypsum board 11552/1636,dated April 20,2000, containing results installed on steel columns of 25 MSG steel studs of an ASTM E330 Uplift Resistance Test of 114 inch spaced at 12 inch centers and fastened with 3 inch thick x 24 inch wide vented Hardisoffit@ panel in- long Type S self-drilling, self-tapping board screws stalled on nominal 2 x 4 framing members spaced at spaced at 12 inch centers in a UL G512 assembly. I Report No.NER-405 Page 11 of 32 6.62 Underwriters Laboratories, Inc., File R8701, Project 6.73 Omega Point Laboratories, Report Number 11710- 96NK35820, dated July 23, 1997, containing results 106315, dated March 7, 2000, containing results of of ANSI/UL 263(ASTM E119,NFPA 251),Fire Tests surface burning characteristic testing, indicating of Building Construction and Materials, for 518 inch compliance with ASTM E84fortheHardibacker 500@ thick x 144 inch long x 48 inch wide gypsum board backerboard. installed in a UL X515 floor-ceiling assembly. 6.74 Ramtech Laboratories, Inc., Laboratory Number 6.63 Wind analysis and calculations for Shingleside@ 11569/1647,dated June 2,2000,containing results of HeritageTm panels for exposure categories B,C,and water tightness testing performed in accordance with D. Analysis and calculations signed and sealed by ASTM C1185 on Hardibacker 5000. Ronald 1.Ogawa,P.E.,dated December 3, 1999, 6.75 Ramtech Laboratories, Inc., Laboratory Number 6.64 Ramtech Laboratories, Inc., Laboratory Number 115698/1655,dated June 27,2000,containing results 11436-99/1612,dated December 20,1999,containing of falling ball impact testing performed in accordance results of an ASTM E72 Racking Shear Test of 5n6 with ASTM D1037 on Hardibacker 5000. inch thick x 48 inch wide x 96 inch long Hardipanel@ Shiplap siding installed on nominal 2 x 4 wood fram- 6.76 Ramtech Laboratories, Inc. Laboratory Number ing members spaced at 16 inch centers and fastened 11569A/1654,dated July 10,2000,containing results with 0.092 inch shank by 0.225 inch HD by 2 inch of flexural strength testing performed in accordance long nails spaced at 3 inches o.c. perimeter and 8 with ASTM C947, freeze thaw testing performed in inches o.c.intermediate framing members. accordance with ASTM C666,and bacteria resistance testing performed in accordance with ASTM G22 on 6.65 Ramtech Laboratories, Inc., Laboratory Number the Hardibacker 5000. 11436-99/1616,dated December 27,1999,containing results of an ASTM E72 Racking Shear Test of 5n6 inch thick x 48 inch wide x 96 inch long Hardipanel@ 7.0 CONDITIONS OF USE Shiplap siding installed on nominal 2 x 4 wood fram- ing members spaced at 16 inch centers and fastened The National Evaluation Service finds that the James with 0.092 inch shank by 0.225 inch HD by 2 inch Hardie Building Products described in this report comply long nails spaced at 8 inches o.c. perimeter and 8 with,or are an alternative to materials noted in the BOCA inches o.c.intermediate framing members. National Building Code/1999,the 1999 Standard Building 6.66 Wind analysis and calculations of Ramtech Laborato- Code,the 1997 Uniform Building Code,and subject to the ries, Inc., Test Reports Laboratory Number 11436- following conditions: 99/1612 and 11436/1616, prepared by Inspection 7,1 Products shall be installed in accordance with this Concepts dated January 14,2000,signed and sealed report. by Ronald I.Ogawa,P.E. 7.2 Hardiplank@lap,Hardie@Shingleside@cladding,and 6.67 Wind analysis and calculations for 4 incHardhes o.c. Shingleside0 HeritageTm panel sidings shall be installed on steel studs spaced n and d inches oby installed on exterior walls braced in accordance with Analysis and calculations signed and sealed by Ronald 1.Ogawa,P.E.,dated June 15, 1999. the applicable building code: 6.68 Ramtech Laboratories, Inc., Laboratory Number • Section 2305.7 of the BOCA National Building 11436-99/1619,dated January 19, 2000,containing Code/1999. ,results of a Uniform Negative Transverse Load Test • Section 2308.2 of the 1999 Standard Building Of 5n6 inch thick x 48 inch wide x 96 inch long Hardi- Code. panel@ Shiplap Panel installed on nominal 2 x 4 wood framing members spaced at 16 inch centers and • Section 2320.11.3 and 2320.11.4 of the 1997 fastened with 0.092 inch shank by 0.225 inch HD by Uniform Building Code. 2 inch long ring shank nails spaced at 3 inches and 8 inches o.c.perimeter and 8 inches o.c.field. 7.3 Maximum wind pressures and allowable loads for panel shear walls shall comply with Table 2a and 3 of 6.69 Wind analysis and calculations of Ramtech Laborato- this report,respectively. ries, Inc., Test Report Laboratory Number 11436- 99/1619, prepared by Inspection Concepts dated 7.4 In jurisdictions adopting the Uniform Building Code February 4, 2000, signed and sealed by Ronald 1. and the Standard Building Code, Harditex@ base- Ogawa, P.E. board is acceptable for use as water repellant panel 6.70 Ramtech Laboratories, Inc., Laboratory Number sheathing. The weather-resistance performance of 11443/1613, dated February 10, 2000, containing joints and terminations has not been evaluated. results of testing, in accordance with ASTM C36, of 7.5 Compressed sheet of equivalent thickness to Species 518 inch thick x 48 inch wide x 120 inch long TitanTm- Group 1 plywood is an acceptable alternative to FR panel consisting of 112 inch thick Hardirock0 Max plywood subflooring specified in: "C" m gypsum board and 3132 inch thick Hardie@ fiber- cement board adhered with PVA adhesive. • Section 2307.3.3 of the BOCA National Building Code/1999,Table 2307.3.3. 6.71 Ramtech Laboratories, Inc., Laboratory Number 11443/1613,dated March 25,2000,revision to report • Section 2307.6 of the 1999 Standard Building to additionally show compliance with ASTM C1278. Code,Table 2307.6C. 6.72 Ramtech Laboratories, Inc., Laboratory Number • Section 2320.9.2 and Table 23-II-F-1 of the 1997 11443/1629,dated March 22,2000,containing testing Uniform Building Code. of Hardibacker 5000 in accordance with ASTM C1288, Standard Specification for Discrete Non- 7.6 Use of compressed sheet subfloor as a component of Asbestos Fiber-Cement Interior Substrate Sheets. a floor diaphragm is outside the scope of this report. q Page 12 of 32 Report No. NER-405 7.7 5/8 inch (15.9 mm) thick Titan TM-FR panel is recog- • Plant City, Florida nized as an alternative to 5/8 inch (15.9 mm) thick • Tacoma,Washington ASTM C36,Type"X",gypsum board,or sr8 inch thick ASTM C1278,Type"X"gypsum fiber panel for use in • Rose Hill, NSW,Australia fireresistive construction recognized in the above referenced codes. a Carole Park,Queensland,Australia 7.8 The exterior siding panels installed on exterior walls • Brooklyn,VIC,Australia shall be installed over a water-resistive barrier in accordance with the applicable code. • Welshpool,WA,Australia 7.9 Flashing shall be installed at all penetrations and • Penrose,Auckland, New Zealand terminations in accordance with the applicable code. 7.11 This report is subject to re-examination on a periodic 7.10 The products shall be manufactured at the following basis. For information on the current status of this locations with quality control inspections by Intertek report consult the NES product evaluation listing or Testing Services,Inc.(NER-QA219): contact the NES. • Fontana, California • Cleburne,Texas Table 1 STANDARD NOMINAL PLANK&PANEL DIMENSIONS Product Thicknesses Type Width Length (Inches) Hardiplank 4, 5-1/4, 6, 6-1/4,7-1/4,7-1/2,8, 12, 14 feet 5/16 8-1/4,9-1/4, 9-1/2 11-1/4& 12 inches Hardisoffit 4, 6, 12, 16, 24 &48 inches 8& 12 feet 3/16& 1/4 (unvented) Hardisoffit 4, 6, 12, 16 &24 inches 12 feet 1/4 (vented) Hardiflex 48 inches 8, 9& 10 feet 3/16, 1/4, 5/16&3/8 Hardipanel 48 inches 8, 9 & 10 feet 1/4&5/16 Harditex 48 inches 8, 9& 10 feet 1/4, 5/16, 3/8 &7/16 Hardipanel Shiplap 48-3/4 inches 8, 9& 10 feet 5/16 Hardibacker 36 &48 inches 4,5, 8 feet 1/4&7/16 (square edge) Hardibacker 500 48 inches 8, 9, 10 feet 13/32 (square edge) Titan 48 inches 8, 9& 10 feet 1/4&7/16 (tapered edge) Hardibacker 48 inches 4 &8 feet 1/4&5/16 (Multilay) Titan-FR 48 inches 8, 9 & 10 feet 5/8 Hardie®Shingleside® 6,8, & 12 inches 18 inches 1/4 cladding Shingleside®Heritage panel 48 inches 16 inches 1/4 (square&staggered edge). Shingleside®Heritage panel 48 inches 19 inches 1/4 (half round) Compressed Sheet 48 inches 8, 9 ,10 feet 1/2, 5/8 &3/4 Notes to Table 1: 1. Plank and panel products are also available in other lengths, widths, and thicknesses by special arrangement. 2. 1 inch = 25.4 mm, 1 ft=304.8 mm Report No.NER-405 Page 13 of 32 Table 2a—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Uniform Standard BOCA National Product Fastener Stud Height Building Code Building Code Building Code Product Thick. Fastener Spacing Frame Spacing of Bldg Type (in.) Type (in.) Type' (in.) (ft) B C D <60 ft C D B C D Hardiflex 4d common 20 90 70 - 90 70 - 90 70 - Hardisoffit 3/16 1-1/2 in.long 6 2 x 4 wood 16 40 80 80 80 (unvented) 60 70 70 70 100 70 70 Hardipanel 4d common 20 90 - 90 - 90 Hardiflex 1-1/2 in.long 16 40 80 80 80 Harditex 1/4 8 2 x 4 wood 60 70 70 70 Hardisoffit 20 70 70 (unvented) 24 40 Hardisoffit 0.083"shank x 2 x 4 0-15 150 140 120 150 150 140 110 (vented) 0.187'HD 22.5 20 150 130 120 140 150 130 110 1/4 ringshank nail - SG=0.40 40 150 130 110 130 150 120 100 at 8"o.c.at all max 60 150 120 110 120 150 110 100 bearing 100 140 105 100 105 90 130 105 90 Hardipanel 6d common 20 120 100 - 120 120 - 120 100 - Hardiflex 2 in.long 40 120 95 120 110 120 90 Harditex 114 6 2 x 4 wood 16 60 110 90 120 110 120 90 100 100 85 70 95 70 200 90 80 70 80 70 Hardipanel No. 11 ga. 20 110 80 110 80 - 110 80 - Hardiflex 1-1/4 in.long 16 40 105 80 105 80 105 80 Harditex galvanized 100 90 70 70 90 70 1/4 roofing nail 6 2 x 4 wood 150 80 70 70. 80 70 200 80 80 20 80 80 24 40 80 80 100 1 70 1 70 Hardipanel No. 11 ga. 20 120 90 - 120 90 - 120 90 - Hardiflex 1-1/4 in.long 4 edge 40 120 90 120 90 120 90 Harditex 1/4 galvanized 12 field 2 x 4 wood 16 60 110 roofing nail 100 100 80 80 100 80 200 90 70 70 90 70 Hardipanel 0.091 in.shank, 0-15 110 100 - 100 80 - 115 85 - Hardiflex 0.225 in.HD, 20 110 95 95 75 110 80 Harditex 5/16 1.5 in.long ring 4 edge 2 x 4 wood' 16 40 95 85 85 70 95 75 shank nail 8 field 60 90 80 80 85 70 100 80 70 70 Hardipanel 4d common 40 110 80 - 110 80 - 110 80 - Hardiflex 1-1/2 in.long 16 100 90 70 70 90 70 Harditex 150 80 80 5/16 8 2 x 4 wood 200 70 70 20 90 90 24 40 80 80 60 70 70 Hardipanel 6d common 20 120 110 - 120 120 - 120 100 - Hardiflex 2 in.long 40 120 100 120 120 120 90 Harditex 5/16 6 2 x 4 wood 16 60 110 95 120 100 120 80 100 100 90 90 95 70 200 90 80 80 Hardipanel 6d common 20 110 80 - 120 110 - 120 80 - Hardiflex 2 in.long 40 100 80 105 90 105 80 Harditex 5/16 6 2 x 4 wood 24 60 90 70 95 90 95 70 100 80 70 80 200 70 70 Hardipanel 6d common 20 120 120 - 120 120 - 120 100 - Hardiflex 2 in.long 40 120 120 120 120 120 100 Harditex 5/16 4 2 x 4 wood 16 60 120 120 120 110 120 90 100 120 110 80 120 80 200 120 100 70 105 70 Page 14 of 32 Report No. NER-405 Table 2a—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Uniform Standard BOCA National Product Fastener Stud Height Building Code Building Code Building Code Product Thick. Fastener Spacing Frame Spacing of Bldg Type (in.) Type (in.) Type' (in.) (ft) B C D <60 ft C D B C D Hardipanel 6d common 20 120 105 - 120 120 - 120 105 - Hardiflex 2 in.long 40 120 100 120 110 120 95 Harditex 5/16 4 2 x 4 wood 24 60 110 90 120 110 120 90 100 100 85 80 100 80 200 90 80 70 80 70 Hardipanel 6d common 40 120 90 - 120 90 - 120 90 - Hardiflex 5/16 2 in.long 6 edge 2 x 4 wood 16 60 110 Harditex 12 field 100 100 80 80 100 80 200 90 70 70 90 70 Hardipanel 0.092"shank x 0-15 140 110 95 125 150 110 90 Shiplap 2"x 0.225"HD 3 edge 2 x 4 20 130 105 95 120 150 105 85 Panel 5/16 ringshank nail 16 40 120 95 90 110 130 95 80 8 Field SG=0.40 60 115 90 85 100 120 90 75 100 105 85 80 80 - 95 80 - Hardipanel 0.092"shank x 0-15 130 100 90 120 150 105 85 Shiplap 2"x 0.225"HD 4 edge 2 x 4 20 130 100 90 115 140 100 80 Panel 5/16 ringshank nail 8 field 16 40 115 95 85 100 125 90 75 SG=0.40 60 110 90 80 95 115 85 75 100 100 80 75 75 - 90 75 - Hardipanel 0.092"shank x 0-15 130 95 85 115 140 90 80 Shiplap 2"x 0.225"HD 5 edge 2 x 4 20 120 95 80 110 140 90 80 Panel 5/16 ringshank nail 16 40 110 85 80 95 120 85 75 8 field SG=0.40 60 100 80 75 90 110 80 - 100 90 80 70 - - 90 75 - Hardipanel 0.092"shank x 0-15 120 90 80 105 140 95 75 Shiplap 2"x 0.225'HD 6 edge 2 x 4 20 115 90 80 100 130 90 70 Panel 5/16 ringshank nail 16 40 110 85 75 90 110 80 70 8 field SG=0.40 60 100 80 75 85 100 75 - 100 95 75 - - - 80 - - Hardipanel 0.092"shank x 0-15 110 85 75 100 130 90 70 Shiplap 2"x 0.225'HD 7 ed2 x 4 20 110 80 70 95 120 85 70 edge Panel 5/16 ringshank nail 16 40 100 80 70 85 100 80 - 8 field SG=0.40 60 90 75 - 80 90 70 - 100 85 70 - - - 75 - - Hardipanel 0.092"shank x 0-15 105 80 70 90 120 80 70 Shiplap 2"x 0.225"HD 8 edge 2 x 4 20 100 80 70 90 110 80 - Panel 5116 ringshank nail 16 40 90 70 - 80 95 70 - 8 field SG=0.40 60 85 70 - 75 90 - - 100 80 - - 75 1 - - Hardiflex No. 11 ga 20 120 120 - 120 120 - 120 120 - Harditex 1-3/4 in.long 40 120 110 120 110 120 110 7/16 galvanized 6 2 x 4 wood 16 60 120 110 120 100 120 100 roofing nail 100 110 110 90 110 90 200 110 100 80 100 80 Heritage 0.083"shank 0-15 100 70 - 80 110 70 - Panel x0.187"HD 20 90 70 - 80 105 70 - Straight 1/4 ringshank nail 13.75 - 40 85 70 - 70 90 70 - Installation into OSB only 60 80 - - 70 80 - 100 70 - - 70 - Heritage 0.083"shank 0-15 90 70 - 80 90 70 Panel x0.187 HD 20 90 70 - 80 90 - Staggered 1/4 ringshank nail 13.75 - 40 80 - - 70 80 - - Installation into OSB only 60 70 - - - 70 - 100 - - - - - - - Heritage 0.083"shank x 0-15 150 120 110 150 150 120 100 Panel 0.187'HD 2 x 4 20 150 120 100 150 150 120 100 1/4 ringshank nail - 16 40 140 110 100 130 150 110 90 at each stud SG=0.40 60 130 105 95 120 140 100 90 100 120 100 90 90 80 110 90 80 Report No.NER-405 Page 15 of 32 Table 2a—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Uniform Standard BOCA National Product Fastener Stud Height Building Code Building Code Building Code Product Thick. Fastener Spacing Frame Spacing of Bldg Type (in.) Type (in.) Type' (in.) (ft) B C D <60 ft C D B C I D Heritage 0.083"shank x 0-15 115 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 80 70 - 80 70 - 80 70 - Hardisoffitt 1 in.long x 40 80 80 80 (unvented) 0.323 in.HD Min.No.20 60 70 70 70 3/16 Hi-Lo®SO or 6 ga. x 3-5/8 16 100 70 70 S-12TM ribbed in. C-stud 3/8 in. buglehead metal screws Hardipanel Min.No.8-18, 20 120 90 N/A 120 90 N/A 120 90 N/A Hardiflex 1 in.long x 16 40 110 90 110 90 110 90 Harditex 0.323 in.HD 60 100 80 100 80 100 80 Hi-Lo®S®or Min.No.20 100 90 80 80 90 80 1/4 S-12 T11 ribbed 6 ga. x 3-5/8 150 90 70 70 90 70 buglehead in.x1-3/8in. 200 80 70 90 70 80 70 screws metal C-stud 20 90 70 80 70 90 70 24 40 80 80 100 1 70 1 1 1 70 Hardipanel ET&F Min.No.20 0-15 150 115 100 130 150 120 100 0.100 x 1.5"x 4 edge ga.x 3.62"x 20 140 110 100 130 150 110 90 5/16 25"HD 1.375"Metal 16 40 130 105 90 120 140 100 90 ES 4144 8 field C-stud 60 120 100 90 110 130 100 80 100 110 95 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"x 20 110 85 75 100 130 90 70 5/16 25"HD 1.375'Metal 24 40 100 80 70 90 110 80 70 ES 4144 8 field C-stud 60 95 75 70 85 100 75 70 100 85 70 - - - 80 - - Hardiflex Min.No.8-18, 20 120 120 - 120 120 - 120 120 - Harditex 1 in.long x 40 120 120 120 120 120 120 0.311 in.HD Min.No.20 60 120 110 120 120 120 110 7/16 Hi-Lo®S®or 6 ga.x 3-5/8 i 16 100 120 110 90 120 90 metal S-12Tm ribbed e 200 110 110 80 100 80 buglehead metal /8 in.C-stud screws Notes to Table 2a: 1. Values are for species of wood having a specific gravity of 0.42 or greater,unless otherwise noted. 2. Values are for species of wood having a specific gravity of 0.36 or greater. Page 16 of 32 Report No.NER-405 Table 2b-MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in) Fastener Stud Height Building Code Building Code Building Code Product Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60 It C D B C D Hardiplank 5/16 4.00 ET&F pin Through Min.No.20 ga. 16 0-15 150 150 150 150 150 150 150 0.100 x 1.5" Overlap x 3.62"x 1.375" 20 150 150 150 150 150 150 150 x 0.25"HD Metal C-stud 40 150 150 150 150 150 150 150 60 150 150 150 150 150 150 140 100 1150 15011501 140 120 150 140 120 Hardiplank 5/16 6.00 ET&F pin Through Min.No.20 ga. 16 0-15 150 150 140 150 150 150 130 0.100 x 1.5" Overlap x 3.62"x 1.375" 20 150 150 140 150 150 150 130 x 0.25"HD Metal C-stud 40 150 140 130 150 150 140 120 60 150 130 120 150 150 130 110 100 150 130 120 110 100 140 110 100 Hardiplank 5116 6.25 ET&F pin Through Min.No.20 ga. 16 0-15 150 150 140 150 150 150 130 0.100 x 1.5" Overlap x 3.62"x 1.375" 20 150 150 130 150 150 150 120 x 0.25"HD Metal C-stud 40 150 140 130 150 150 140 120 60 140 130 120 150 150 130 110 100 1130 13011201 110 100 130 110 100 Hardiplank 5/16 7.50 ET&F pin Through Min.No.20 ga. 16 0-15 150 140 120 150 150 140 110 0.100 x 1.5" Overlap x 3.62"x 1.375" 20 150 130 120 150 150 130 110 x 0.25"HD Metal C-stud 40 150 120 110 130 150 120 105 60 140 120 110 130 150 110 110 100 130 110 100 100 80 120 100 80 Hardiplank 5/16 8.00 ET&F pin Through Min.No.20 ga. 16 0-15 150 130 110 150 150 130 110 0.100 x 1.5" Overlap x 3.62"x 1.375" 20 150 130 110 150 150 130 110 x 0.25"HD Metal C-stud 40 150 120 110 130 150 120 100 60 130 110 105 12 150 110 90 100 130 110 100 95 90 120 95 85 Hardiplank 5/16 8.25 ET&F pin Through Min.No.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 0.25"HD Metal C-stud 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.No.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 Metal 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 3.62"x 1.375" 20 140 105 90 120 150 110 90 x 0.25"HD Metal C-stud 40 120 100 90 110 130 100 80 60 110 95 85 100 120 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" Overlap x 3.62"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 60 150 125 115 140 150 125 105 100 140 1120 1100 1100 90 130 100 90 Hardiplank 5/16 6.00 ET&F pin Through Min.No.20 ga. 24 0-15 150 120 100 140 150 120 100 0.100 x 1.5" Overlap x 3.62"x 1.375" 20 150 115 100 135 150 120 100 x 0.25"HD Metal C-stud 40 130 110 95 120 140 105 90 60 125 100 90 110 130 100 85 100 115 100 90 80 70 110 80 75 Hardiplank 5/16 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 90 60 120 100 90 110 120 100 80 100 1101 95 90 1 1 80 70 90 90 70 Hardiplank 5/16 7.50 ET&F pin Through Min.No.20 ga. 24 0-15 130 100 90 120 150 100 85 0.100 x 1.5" Overlap x 3.62"x 1.375" 20 125 100 85 110 140 100 80 x 0.25"HD Metal C-stud 40 115 90 80 100 120 90 75 60 110 85 80 95 110 80 75 100 100 80 75 75 - 90 70 - Report No. NER-405 Page 17 of 32 Table 2b-MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in.) Fastener Stud Height Building Code Building Code Building Code Product Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60 ft C D B I C D Hardiplank 5/16 8.00 ET&F pin Through Min.No.20 ga. 24 0-15 130 100 85 115 150 100 80 0.100 x 1.5" Overlap x 3.62"x 1.375" 20 120 95 80 110 140 100 80 x 0.25"HD Metal C-stud 40 110 90 80 100 120 90 75 60 105 85 75 95 110 80 70 100 95 80 70 70 - 90 70 Hardiplank 5/16 8.25 ET&F pin Through Min.No.20 ga. 24 0-15 125 95 85 110 140 100 80 0.100 x 1.5" Overlap x 3.62"x 1.375' 20 120 90 80 105 140 90 80 x 0.25'HD Metal C-stud 40 110 85 80 95 120 85 70 60 100 80 75 90 110 80 70 100 90 80 70 70 - 90 70 - Hardiplank 5/16 9.50 ET&F pin Through Min.No.20 ga. 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 85 110 80 - 100 85 70 - - 80 - Hardiplank 5/16 12.00 ET&F pin Through Min.No.20 ga. 24 0-15 100 80 - 90 120 80 - 0.100 x 1.5" Overlap x 3.62"x 1.375' 20 100 80 - 90 110 80 - x 0.25'HD Metal C-stud 40 90 70 - 80 90 70 - 60 85 70 - 75 90 - 100 80 - - - 70 - - Hardiplank 5/16 4.00 ET&F Through Min.No.20 ga. 16 0-15 150 150 150 150 150 150 150 Panelfast top edge x 3.62"x 1.375" 20 150 150 150 150 150 150 150 0.100 x 1.5" 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 6.00 ET&F Through Min.No.20 ga. 16 0-15 150 110 100 130 140 110 90 Panelfast top edge x 3.62"x 1.375' 20 150 110 100 140 140 105 85 0.100 x 1.5" of plank Metal C-stud 40 130 100 90 120 130 95 80 x 0.25'HD 60 120 100 90 110 120 90 80 100 110 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 85 105 110 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 80 110 130 90 70 Panelfast top edge x 3.62"x 1.375' 20 120 90 80 100 120 85 70 0.100 x 1.5" of plank Metal C-stud 40 110 80 75 95 105 75 - x 0.25"HD 60 100 80 70 90 95 70 - 100 90 75 70 - - 75 - - Hardiplank 5/16 8.00 ET&F Through Min.No.20 ga. 16 0-15 110 90 80 100 120 80 70 Panelfast top edge x 3.62"x 1.375' 20 110 85 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 8.25 ET&F Through Min.No.20 ga. 16 0-15 110 90 70 100 120 80 - Panelfast top edge x 3.62"x 1.375' 20 110 80 70 95 110 80 - 0.100 x 1.5" of plank Metal C-stud 40 100 80 70 85 100 70 - x 0.25'HD 60 90 70 - 70 90 - - 100 80 70 - - - 70 - - Hardiplank 5/16 4.00 ET&F Through Min.No.20 ga. 24 0-15 150 150 150 150 150 150 150 Panelfast top edge x 3.62"x 1.375" 20 150 150 150 150 150 150 150 0.100 x 1.5" of plank Metal C-stud 40 150 150 150 150 150 150 140 x 0.25'HD 60 150 150 150 150 150 150 130 100 150 150 150 130 110 150 130 110 Hardiplank 5/16 6.00 ET&F Through Min.No.20 ga. 24 0-15 130 100 90 110 140 95 80 Panelfast top edge x 3.62"x 1.375" 20 120 100 85 110 130 90 70 0.100 x 1.5" of plank Metal C-stud 40 110 90 85 100 110 80 70 x 0.25'HD 60 110 85 80 90 105 80 - 100 100 80 70 - - 80 - - Page 18 of 32 Report No.NER-405 Table 2b—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in.) Fastener Stud Height Building Code Building Code Building Code Product Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B I C D <60 ft C I D B I C I D Hardiplank 5/16 6.25 ET&F Through Min.No.20 ga. 24 0-15 120 95 80 110 130 90 70 Panelfast top edge x 3.62"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 0.25'HD 60 100 80 70 80 90 75 - 100 90 70 70 - - 70 - - Hardiplank 5/16 7.50 ET&F Through Min.No.20 ga. 24 0-15 110 90 70 100 120 80 70 Panelfast top edge x 3.62"x 1.375' 20 110 85 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 75 70 80 90 70 - 100 85 70 - - - 70 - - Hardiplank 5/16 8.00 ET&F Through Min.No.20 ga. 24 0-15 100 80 70 90 110 70 - Panelfast top edge x 3.62"x 1.375' 20 100 75 70 90 100 70 - 0.100 x 1.5" of plank Metal C-stud 40 90 70 - 80 85 - - x 0.25'HD 60 80 - - 75 80 - - 100 75 - - - - - - - Hardiplank 5/16 8.25 ET&F Through Min.No.20 ga. 24 0-15 90 70 - 80 100 - - Panelfast top edge x 3.62"x 1.375" 20 90 70 - 80 90 - - 0.100 x 1.5" of plank Metal C-stud 40 80 - - 70 80 - - x 0.25'HD 60 75 - - 70 70 - - 100 70 - - - - - - - Hardiplank 5/16 4.00 6d common 2" Through 2 x 4 16 0-15 150 150 150 150 150 150 150 long Overlap 20 150 150 150 150 150 150 150 40 150 150 150 150 150 150 150 60 150 150 150 150 150 150 130 100 150 150 140 130 120 150 130 120 Hardiplank 5/16 6.00 6d common 2" Through 2 x 4 16 0-15 150 150 135 150 150 150 130 long Overlap 20 150 150 130 150 150 150 130 40 150 150 120 150 150 140 120 60 150 150 120 150 150 130 115 100 150 150 120 110 , 100 140 110 100 Hardiplank 5/16 6.25 6d common 2" Through 2 x 4 16 0-15 150 150 120 150 150 150 130 long Overlap 20 150 150 120 150 150 150 120 40 150 150 120 150 150 140 120 60 150 130 120 150 150 130 115 100 150 130 110 110 100 150 110 100 Hardiplank 5/16 7.50 6d common 2" Through 2 x 4 16 0-15 150 150 120 150 150 140 120 long Overlap 20 150 150 120 150 150 140 120 40 150 130 110 140 150 120 120 60 150 120 110 130 150 120 115 100 130 110 110 110 90 140 100 90 Hardiplank 5/16 8.00 6d common 2" Through 2 x 4 16 0-15 150 130 120 150 150 140 110 long Overlap 20 150 130 115 150 150 140 110 40 150 120 110 130 150 120 100 60 140 120 105 130 150 115 100 100 130 110 100 95 85 120 95 85 Hardiplank 5/16 8.25 6d common 2" Through 2 x 4 16 0-15 150 130 115 150 150 140 110 long Overlap 20 150 130 110 150 150 130 100 40 150 120 110 130 150 120 100 60 140 115 105 120 150 110 100 100 130 1110 1100 95 80 130 95 80 Hardiplank 5/16 9.50 6d common 2" Through 2 x 4 16 0-15 150 120 110 140 150 130 105 long Overlap 20 150 120 110 140 150 120 100 40 140 110 100 120 140 120 95 60 130 105 100 120 120 120 90 100 120 100 95 90 80 115 90 80 Hardiplank 5/16 12.00 6d common 2" Through 2 x 4 16 0-15 140 110 95 130 150 110 95 long Overlap 20 140 105 95 120 150 110 90 40 120 100 90 110 140 100 85 60 115 95 85 105 120 95 80 100 11101 90 1 80 1 80 1 70 100 80 70 m Report No.NER-405 Page 19 of 32 Table 2b—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National Fastener Stud Height Building Code Building Code Building Code Product (m.) Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60 ft C D B C D Hardiplank 5/16 4.00 6d common 2" Through 2 x 4 24 0-15 150 130 115 150 150 130 110 long Overlap 20 150 130 110 140 150 130 110 40 150 120 110 130 150 120 100 60 140 120 100 120 150 115 95 100 130 110 1100 95 1 80 120 95 80 Hardiplank 5/16 6.00 6d common 2" Through 2 x 4 24 0-15 140 110 95 130 120 110 90 long Overlap 20 140 100 95 120 120 110 90 40 130 100 95 110 120 100 80 60 115 95 85 105 120 90 80 100 105 90 80 80 70 100 80 70 [Hardiplank 5/16 6.25 6d common 2" Through 2 x 4 24 0-15 120 105 95 120 120 110 90 long Overlap 20 120 100 90 120 120 100 85 40 120 95 85 110 120 95 80 60 110 90 80 100 120 90 80 100 105 85 80 80 70 100 80 70 Hardiplank 5/16 7.50 6d common 2" Through 2 x 4 24 0-15 120 95 85 110 120 100 80 long Overlap 20 120 95 85 110 120 95 80 40 110 85 80 100 120 90 75 60 100 85 75 95 120 85 70 100 95 80 70 70 70 90 70 - Hardiplank 5/16 8.00 6d common 2" Through 2 x 4 24 0-15 120 95 80 110 120 100 80 long Overlap 20 120 95 80 105 120 90 70 40 105 85 70 100 110 80 70 60 100 85 70 90 105 80 70 100 90 75 70 70 - 85 70 - Hardiplank 5/16 8.25 6d common 2" Through 2 x 4 24 0-15 115 95 80 110 120 95 80 long Overlap 20 115 95 80 100 120 90 75 40 105 85 70 95 110 80 70 60 100 85 70 90 105 75 70 100 90 75 70 85 - - Hardiplank 5/16 9.50 6d common 2" Through 2 x 4 24 0-15 110 85 75 100 120 90 70 long Overlap 20 110 85 70 95 120 85 70 40 95 75 70 85 100 80 60 90 75 - 85 100 70 - 100 85 70 - - - 80 - - Hardiplank 5/16 12.00 6d common 2" Through 2 x 4 24 0-15 70 75 , - 90 110 80 - long Overlap 20 95 70 - 85 110 75 - 40 90 70 - 80 95 70 - 60 80 - - 75 85 - - 100 70 - - - - 70 - - Hardiplank 5/16 4.00 No.8-18 x Through Min.No. 16 ga. 16 0-15 150 150 150 150 150 150 150 1-5/8"long x Overlap x 3.62"x 1.375' 20 150 150 150 150 150 150 140 0.323"HD Metal C-stud 40 150 150 140 150 150 150 140 HiLo or ribbed 60 150 150 140 150 150 150 130 bungle head 100 150 150 130 150 130 115 screw 1 1 11301115 Hardiplank 5/16 6.00 No.8-18 x Through Min.No.16 ga. 16 0-15 150 150 140 150 150 150 120 1-5/8"long x Overiap x 3.62"x 1.375' 20 150 140 140 150 150 140 120 0.323"HD Metal C-stud 40 150 130 130 150 150 130 115 HiLo or Fibbed 60 150 130 130 140 150 120 110 bungle head 100 140 120 120 135 105 95 screw 105 95 Hardiplank 5/16 6.25 No.B-18 x Through Min.No.16 ga. 16 0-15 150 140 120 150 150 150 120 1-5/8"long x Overlap x 3.62"x 1.375' 20 150 140 120 150 150 140 120 0.323"HD Metal C-stud 40 150 130 110 140 150 130 110 HiLo or ribbed 60 150 120 110 140 150 120 105 bungle head 100 140 120 110 130 105 90 screw 105 90 Page 20 of 32 Report No.NER-405 Table 2b—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National Fastener Stud Height Building Code Building Code Building Code Product (�n) Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60 ft C I D B C D Hardiplank 5/16 7.50 No.8-18 x Through Min.No. 16 ga. 16 0-15 150 130 110 150 150 130 110 1-5/8"long x Overlap x 3.62"x 1.375' 20 150 120 110 140 150 130 105 0.323"HD Metal C-stud 40 140 110 105 130 150 115 100 HiLo or ribbed 60 130 110 100 120 150 110 90 bungle head 100 120 100 95 115 90 80 screw 90 80 Hardiplank 5/16 8.00 No.8-18 x Through Min.No. 16 ga. 16 0-15 150 130 110 150 150 130 110 1-5/8"long x Overlap x 3.62"x 1.375" 20 150 120 110 140 150 130 105 0.323"HD Metal C-stud 40 150 110 105 130 150 115 100 HiLo or ribbed 60 150 110 100 120 140 110 90 bungle head 100 130 100 95 115 90 80 screw 90 1 80 Hardiplank 5/16 8.25 No.8-18 x Through Min.No. 16 ga. 16 0-15 150 120 110 140 150 130 110 1-5/8"long x Overlap x 3.62"x 1.375" 20 150 120 110 140 150 120 105 0.323"HD Metal C-stud 40 140 110 105 120 150 115 100 HiLo or ribbed 60 120 110 100 120 140 105 90 bungle head 100 120 100 95 115 90 80 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 1-5/8"long x Overlap x 3.62"x 1.375' 20 150 110 100 130 150 115 95 0.323"HD Metal C-stud 40 130 110 95 120 140 105 90 HiLo or ribbed 60 120 110 90 110 130 100 85 bungle head 100 115 95 85 110 85 75 screw 1 85 75 Hardiplank 5116 12.00 No.8-18 x Through Min.No. 16 ga. 16 0-15 130 100 90 120 150 110 90 1-5/8"long x Overlap x 3.62"x 1.375" 20 130 100 90 120 150 105 80 0.323"HD Metal C-stud 40 120 90 80 100 120 95 80 HiLo or ribbed 60 110 90 80 100 120 90 75 bungle head 100 100 85 80 95 75 - screw 75 - Hardiplank 5/16 4.00 No.8-18 x Through Min.No. 16 ga. 24 0-15 150 150 130 150 150 150 120 1-5/8"long x Overlap x 3.62"x 1.375" 20 150 140 130 150 150 140 120 0.323"HD Metal C-stud 40 150 130 120 150 150 130 110 HiLo or ribbed 60 150 130 110 140 150 120 110 bungle head 100 140 110 110 135 105 90 screw 105 90 Hardiplank 5/16 6.00 No.8-18 x Through Min.No. 16 ga. 24 0-15 150 130 105 140 150 120 100 1-5/8"long x Overlap x 3.62"x 1.375' 20 150 130 100 130 150 120 100 0.323"HD Metal C-stud 40 150 110 100 120 140 110 95 HiLo or ribbed 60 140 105 90 115 130 100 90 bungle head 100 130 100 90 110 85 75 screw 85 75 Hardiplank 5/16 6.25 No.8-18 x Through Min.No. 16 ga. 24 0-15 150 120 100 135 150 150 100 1-5/8"long x Overlap x 3.62"x 1.375" 20 150 110 100 130 150 140 95 0.323"HD Metal C-stud 40 130 105 90 120 140 130 90 HiLo or ribbed 60 120 100 90 110 130 120 85 bungle head 100 110 95 90 110 85 75 screw 85 70 Hardiplank 5/16 7.50 No.8-18 x Through Min.No.16 ga. 24 0-15 140 110 90 120 150 110 90 1-5/8"long x Overlap x 3.62"x 1.375' 20 130 100 90 120 150 105 90 0.323"HD Metal C-stud 40 120 95 85 110 130 95 80 HiLo or ribbed 60 110 90 80 100 120 90 80 bungle head 100 100 90 80 115 80 70 screw 80 70 Hardiplank 5/16 8.00 No.8-18 x Through Min.No. 16 ga. 24 0-15 130 105 90 120 150 110 90 1-5/8"long x Overlap x 3.62"x 1.375' 20 130 100 90 115 150 105 85 0.323"HD Metal C-stud 40 120 95 80 105 130 95 80 HiLo or ribbed 60 110 90 80 100 120 90 75 bungle head 100 100 85 80 95 75 - screw I I 1 1 75 - Report No. NER-405 Page 21 of 32 Table 2b—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in.) Fastener Stud Height Building Code Building Code Building Code Product Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60 ft C I D B C D Hardiplank 5/16 8.25 No.8-18 x Through Min.No. 16 ga. 24 0-15 130 100 90 120 150 105 90 1-5/8"long x Overlap x 3.62"x 1.375' 20 130 100 90 115 150 105 85 0.323"HD Metal C-stud 40 .120 90 80 105 120 90 80 HiLo or ribbed 60 110 90 80 100 115 85 75 bungle head 100 100 85 75 95 75 - screw 75 Hardiplank 5/16 9.50 No.8-18 x Through Min.No. 16 ga. 24 0-15 120 95 80 110 140 100 80 1-5/8"long x Overlap x 3.62"x 1.375' 20 120 90 80 105 140 95 80 0.323"HD Metal C-stud 40 110 85 75 95 120 85 75 HiLo or ribbed 60 100 80 70 90 110 80 70 bungle head 100 90 80 70 90 70 - screw 70 _ Hardiplank 5/16 12.00 No.8-18 x Through Min.No. 16 ga. 24 0-15 115 80 70 100 130 90 70 1-5/8"long x Overlap x 3.62"x 1.375' 20 110 80 70 95 120 85 70 0.323"HD Metal C-stud 40 95 75 70 85 100 75 - HiLo or ribbed 60 90 70 - 80 95 70 - bungle head 100 80 70 - 80 - - screw _ Hardiplank 5/16 4.00 No. 11 ga. Through 2 x 4 16 0-15 150 150 150 150 150 150 150 1-1/4"long top edge wood 20 150 150 150 150 150 150 150 Galv.roofing of plank 40 150 150 150 150 150 150 150 nail 60 150 150 150 150 150 150 150 100 150 150 150 140 120 150 140 120 Hardiplank 5/16 6.00 No. 11 ga. Through 2 x 4 16 0-15 150 150 130 150 150 150 130 1-1/4"long top edge wood 20 150 150 130 150 150 150 120 galv.roofing of plank 40 150 140 120 150 150 130 115 nail 60 150 130 120 140 150 130 110 100 150 120 110 110 95 140 110 95 Hardiplank 5/16 6.25 No. 11 ga. Through 2 x 4 16 0-15 150 150 130 150 150 150 120 1-1/4"long top edge wood 20 150 140 120 150 150 140 120 galv.roofing of plank 40 150 130 120 150 150 130 110 nail 60 150 130 110 140 150 120 110 100 140 120 110 100 95 135 100 95 Hardiplank 5/16 7.50 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 galv.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 85 120 95 85 Hardiplank 5/16 8.00 No. 11 ga. Through 2 x 4 16 0-15 150 130 110 150 150 130 105 1-1/4"long top edge wood 20 150 120 110 140 150 120 100 galv.roofing of plank 40 140 115 100 130 150 115 95 nail 60 130 110 100 120 140 110 95 100 120 110 95 90 80 115 90 80 Hardiplank 5/16 8.25 No. 11 ga. Through 2 x 4 16 0-15 150 120 110 140 150 130 105 1-1/4"long top edge wood 20 150 120 105 140 150 120 105 gals.roofing of plank 40 140 110 100 125 150 110 95 nail 60 130 110 100 120 140 105 90 100 120 100 95 90 80 115 90 80 Hardiplank 5/16 9.50 No. 11 ga. Through 2 x 4 16 0-15 150 110 100 130 150 120 100 1-1/4"long top edge wood 20 140 110 100 130 150 115 95 gals.roofing of plank 40 130 100 90 115 140 100 90 nail 60 120 100 90 110 130 100 85 100 110 95 80 80 70 105 80 70 Hardiplank 5/16 12.00 No. 11 ga. Through 2 x 4 16 0-15 130 100 90 115 150 105 85 1-1/4"long top edge wood 20 120 100 80 110 140 100 80 galv.roofing of plank 40 110 90 80 100 120 95 75 nail 60 110 80 80 95 110 85 75 100 11001 80 1 75 1 1 75 1 - 90 75 - Page 22 of 32 Report No. NER-405 Table 2b—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in.) Fastener Stud Height Building Code Building Code Building Code Product Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60 ft C D B C D Hardiplank 5/16 4.00 No. 11 ga. Through 2 x 4 24 0-15 150 150 140 150 150 150 130 1-1/4"long top edge wood 20 150 150 140 150 150 150 130 gals.roofing of plank 40 150 150 130 150 150 140 120 nail 60 150 140 130 150 150 140 120 100 150 13011201 115 1105 150 115 105 Hardiplank 5/16 6.00 No. 11 ga. Through 2 x 4 24 0-15 150 120 110 140 150 130 105 1-1/4"long top 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 Hardiplank 5/16 6.25 No. 11 ga. Through 2 x 4 24 0-15 150 120 110 140 150 125 100 1-1/4"long top edge wood 20 150 120 100 130 150 120 100 galv.roofing of plank 40 130 110 100 120 150 110 95 nail 60 120 110 95 110 130 105 90 100 120 100 90 85 80 110 85 80 Hardiplank 5/16 7.50 No. 11 ga. Through 2 x 4 24 0-15 140 110 95 120 150 115 90 1-1/4"long top edge wood 20 140 105 90 120 150 110 90 galv.roofing of plank 40 120 100 90 110 130 100 80 nail 60 120 95 85 100 120 95 80 100 110 90 70 80 70 100 80 70 Hardiplank 5116 8.00 No. 11 ga. Through 2 x 4 24 0-15 130 100 90 120 150 110 90 1-1/4"long top edge wood 20 130 100 90 115 150 105 80 gals.roofing of plank 40 120 95 80 105 120 95 80 nail 60 120 95 80 100 110 90 75 100 110 90 70 90 - 95 90 - Hardiplank 5/16 8.25 No.11 ga. Through 2 x 4 24 0-15 130 100 90 120 150 110 85 1-1/4"long top edge wood 20 130 100 90 110 140 105 85 gals.roofing of plank 40 120 95 80 100 120 90 80 nail 60 110 95 80 95 110 90 75 100 100 90 75 75 - 90 70 - Hardiplank 5116 9.50 No. 11 ga. Through 2 x 4 24 0-15 120 95 80 110 140 100 80 1-1/4"long top edge wood 20 120 90 80 105 130 90 75 gals.roofing of plank 40 110 90 70 95 115 85 70 nail 60 100 85 70 90 105 80 70 100 95 75 70 70 - 85 70 - Hardiplank 5/16 12.00 No. 11 ga. Through 2 x 4 24 0-15 110 80 70 90 120 85 70 1-1/4"long top edge wood 20 110 80 70 90 120 80 70 galv.roofing of plank 40 100 80 70 80 105 75 - nail 60 80 80 - 80 90 70 - 100 80 80 - - - 80 - - Hardiplank 5/16 4.00 0.089"shank x Through 2 x 4 16 0-15 150 115 100 130 150 120 95 0.221" overlap 20 140 110 95 125 150 110 95 HD x 2"long 40 130 105 90 115 140 100 90 galv.siding nail 60 120 100 90 110 130 95 85 100 110 90 85 80 70 105 80 70 Hardiplank 5/16 6.00 0.089"shank x Through 2 x 4 16 0-15 120 90 85 110 140 95 80 0.221" overlap 20 120 90 80 100 130 90 70 HD x 2"long 40 105 80 75 90 110 85 70 gals.siding nail 60 100 80 70 90 105 80 70 100 90 75 70 - - 90 - - Hardiplank 5116 6.25 0.089"shank x Through 2 x 4 16 0-15 120 90 80 100 140 95 70 0.221" overlap 20 105 90 80 100 130 90 70 HD x 2"long 40 105 85 70 90 110 80 70 gale.siding nail 60 95 80 70 85 105 75 - 100 90 75 - - 90 - - Hardiplank 5/16 7.50 0.089"shank x Through 2 x 4 16 0-15 110 80 70 90 120 85 70 0.221" overlap 20 100 80 70 90 120 80 70 HD x 2"long 40 90 75 - 80 100 75 - galy.siding nail 60 85 70 - 80 95 70 100 80 70 - - - 75 - Report No.NER-405 Page 23 of 32 Table 2b-MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in) Fastener Stud Height Building Code Building Code Building Code Product Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C I D <60 ft C D B I C I D Hardiplank 5/16 8.00 0.089"shank x Through 2 x 4 16 0-15 100 80 70 90 120 80 70 0.221" overlap 20 100 80 70 90 115 80 - HD x 2"long 40 90 70 - 80 100 70 - galy.siding nail 60 80 70 - 75 90 70 - 100 75 - - 1 - - 70 - Hardiplank 5/16 8.25 0.089"shank x Through 2 x 4 16 0-15 100 80 70 90 120 80 0.221" overlap 20 100 80 70 90 110 80 - HD x 2"long 40 90 70 - 80 100 70 - galv.siding nail 60 80 70 - 75 90 70 - 100 75 - - - - 70 - Hardiplank 5/16 9.50 0.089"shank x Through 2 x 4 16 0-15 100 70 - 80 110 75 - 0.221" overlap 20 90 70 - 80 105 70 - HD x 2"long 40 80 - - 75 90 - galy.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.siding nail 60 70 - - - 70 - 100 - I - I - - - - - Hardiplank 5/16 4.00 0.089"shank x Through 2 x 4 24 0-15 120 90 80 110 140 95 80 0.221" overlap 20 120 90 80 105 130 90 75 HD x 2"long 40 105 85 75 90 110 85 70 gals.siding nail 60 100 80 70 90 105 80 70 100 90 75 - - 90 - - Hardiplank 5/16 6.00 0.089"shank x Through 2 x 4 24 0-15 100 70 - 90 115 80 - 0.221" overlap 20 90 70 - 85 115 75 - HD x 2"long 40 85 70 - 75 90 70 - galy.siding nail 60 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 90 70 - 80 105 70 - HD x 2"long 40 85 - - 75 90 - - galy.siding nail 60 80 - - 70 80 - - 100 70 - - - - 70 - - Hardiplank 5/16 7.50 0.089"shank x Through 2 x 4 24 0-15 90 70 - 80 105 70 - 0.221" overlap 20 85 70 - 75 100 70 - HD x 2"long 40 80 - - 70 85 - - galy.siding nail 60 70 - - - 80 - - 100 70 - - - - - - Hardiplank 5/16 8.00 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 - - galy.siding nail 60 70 - - - 70 - - 100 - - - - - - Hardiplank 5/16 8.25 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 - - galy.siding nail 60 70 - - - 70 - 100 - - - - - - - Hardiplank 5/16 9.50 0.089"shank x Through 2 x 4 24 0-15 80 - - 70 90 - - 0.221" overlap 20 70 - - - 80 - - HD x 2"long 40 - - - - 70 - - galy.siding nail 60 - - - - 70 - - 100 - - - - - - - - Hardiplank 5/16 12.00 0.089"shank x Through 2 x 4 24 0-15 70 - - 80 - - 0.221" overlap 20 - - - - 80 - - HD x 2"long 40 - - - - - - galy.siding nail 60 - - - - - - 100 1 - - I - - - Page 24 of 32 Report No.NER-405 Table 2b-MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in.) Fastener Stud Height Building Code Building Code Building Code Product Fastener Spacing Frame Spacing of Bldg Type ThicType (in.) Type' (in.) (ft) B C D <60 ft C D B C Q k. Width Hardiplank 5116 4.00 0.093"shank x Through 2 x 4 16 0-15 150 130 110 150 150 130 110 0.222" top edge 20 150 120 110 140 150 130 105 HD x 2"long of plank 40 140 115 100 130 150 115 100 gaiv.siding nail 60 140 110 100 120 140 110 95 100 125 100 95 90 80 110 90 60 Hardiplank 5/16 6.00 0.093"shank x Through 2 x 4 16 0-15 130 100 80 110 150 100 80 0.222" top edge 20 120 95 80 110 140 95 80 HD x 2"long of plank 40 110 90 80 100 120 90 75 galv.siding nail 60 100 85 75 90 110 85 70 100 95 80 70 75 90 75 Hardiplank 5/16 6.25 0.093"shank x Through 2 x 4 16 0-15 120 90 80 110 140 100 80 0.222" top edge 20 120 90 80 100 130 95 75 HD x 2"long of plank 40 105 80 75 95 115 85 70 gaiv.siding nail 60 100 80 70 90 110 70 70 100 90 75 70 70 - 95 70 - Hardiplank 5/16 7.50 0.093"shank x Through 2 x 4 16 0-15 110 85 75 100 130 90 70 0.222" top edge 20 110 80 70 95 120 85 70 HD x 2"long of plank 40 95 80 70 85 105 80 - gaiv.siding nail 60 90 75 - 80 95 70 - 100 80 70 - - 85 - Hardiplank 5/16 8.00 0.093"shank x Through 2 x 4 16 0-15 100 80 70 90 120 85 70 0.222" top edge 20 100 80 70 90 115 80 70 HD x 2"long of plank 40 90 75 - 80 100 75 - gaiv.siding nail 60 80 70 - 80 90 70 - 100 80 - - - 80 - - Hardiplank 5/16 8.25 0.093"shank x Through 2 x 4 16 0-15 100 80 70 90 120 80 70 0.222" top edge 20 100 80 - 90 115 80 - HD x 2"long of plank 40 90 75 - 80 100 70 - galy.siding nail 60 80 75 - 75 90 70 - 100 75 - - - 80 - - Hardiplank 5/16 9.50 0.093"shank x Through 2 x 4 16 0-15 100 75 - 80 110 80 - 0.222" top edge 20 90 70 - 80 110 75 - HD x 2"long of plank 40 80 - - 70 90 70 - galv.siding nail 60 80 - - 70 80 - - 100 70 - - - - - - - Hardipiank 5/16 12.00 0.093"shank x Through 2 x 4 16 0-15 90 - 70 100 70 - 0.222" top edge 20 80 - - 70 90 - - HD x 2"long of plank 40 75 - - - 80 - - gaiv.siding nail 60 70 - - - 70 - - 100 - - - - - - - - Hardiplank 5/16 4.00 0.093"shank x Through 2 x 4 24 0-15 140 105 95 120 150 110 90 0.222" top edge 20 130 100 90 115 150 105 85 HD x 2"long of plank 40 120 95 85 105 130 95 80 galv.siding nail 60 115 90 80 100 120 90 75 100 1105 85 1 80 1 75 - 95 75 Hardiplank 5/16 6.00 0.093"shank x Through 2 x 4 24 0-15 100 80 70 90 120 80 - 0.222" top edge 20 100 80 - 90 110 80 HD x 2"long of plank 40 90 70 - 80 100 70 - galv.siding nail 60 85 70 - 75 90 70 - 100 75 - - - - 75 - - Hardiplank 5116 6.25 0.093"shank x Through 2 x 4 24 0-15 100 80 70 90 120 70 - 0.222" top edge 20 100 75 - 85 110 70 - HD x 2"long of plank 40 90 70 - 80 95 - - galv.siding nail 60 85 - - 75 85 - - 100 75 - - - - 70 - Hardiplank 5116 7.50 0.093"shank x Through 2 x 4 24 0-15 90 70 - 80 100 70 - 0.222" top edge 20 90 - - 75 100 70 - HD x 2"long of plank 40 80 - - 70 85 - galy.siding nail 60 70 - - - 75 - 100 - - - - - - - Report No. NER-405 Page 25 of 32 Table 2b—MAXIMUM WIND SPEED Maximum Basic Wind Speed(Mph)for Exposure Category Product Uniform Standard BOCA National (in.) Fastener Stud Height Building Code Building Code Building Code Product -- Fastener Spacing Frame Spacing of Bldg Type Thick. Width Type (in.) Type' (in.) (ft) B C D <60 ft C D B C D Hardiplank 5/16 8.00 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 - - 70 80 - galv.siding nail 60 70 - - - 75 - 100 - - - - - Hardiplank 5/16 8.25 0.093"shank x Through 2 x 4 24 0-15 85 - 70 100 70 0.222" top edge 20 85 - 70 95 - - HD x 2"long of plank 40 70 - - - 85 - galy.siding nail 60 70 - - - 75 - 100 - - - - - - Hardiplank 5/16 9.50 0.093"shank x Through 2 x 4 24 0-15 80 - - 70 90 - - 0.222" top edge 20 80 - - 70 90 - HD x 2"long of plank 40 70 - - - 75 - galy.siding nail 60 - - - 70 - 100 - - - - - - Hardiplank 5/16 12.00 0.093"shank x Through 2 x 4 24 0-15 70 - - - 70 - - 0.222" top edge 20 - - - 80 - - HD x 2"long of plank 40 - - - - - - - galy.siding nail 60 - - - - 100 - - - - - - - Hardiplank 5/16 9.50 0.091"shank, Face 7/16"thick APA 0-15 100 80 90 115 80 - 0.221"HD, nailed rated OSB 20 95 75 - 85 110 75 - 1.5"long through sheathing or 40 85 70 80 - 90 70 - corrosion the equivalent solid 60 80 - 75 - 85 - - resistant nail overlap sheathing 100 70 - - - - 70 - @ 12" - o.c. - - Notes to Table 2b: 1. Values are for species of wood having a specific gravity of 0.42 or greater,unless otherwise noted. Page 26 of 32 Report No.NER-405 Table 3 SHEAR VALUES ALLOWABLE LOADS IN POUNDS PER LINEAL FOOT FOR PANEL SHEAR WALLS 112 Product Fastener Stud Shear Product Thickness Fastener Spacing Frame Spacing Value Type (inch) Type (inch) Types (inch) (plf) Hardiflex 3/16 4d common 1-1/2 in. long 6 2 x 4 wood' 16 145 Nacdisoffit Hardipanel 1/4 4d common 1-1/2 in. long 8 2 x 4 wood 5 16&24 120 Hardiflex Hardisofft Hardibacker 1/4 0.086 in. x 1-3/8 in. 6 2 x 4 wood 5 16&24 140 Titan long gypsum wall board nail Hardipanel 1/4 6d common 2 in. long 6 2 x 4 woods 16 190 Hardiflex Hardipanel 1/4 No. 11 ga. 1-1/4 in. long 6 2 x 4 wood 5 16&24 180 Hardiflex galvanized roofing nail Harditex Hardibacker Titan Hardipanel 1/4 No. 11 ga. 1-1/4 in. long 4 edge 2 x 4 wood 5 16&24 265 Hardiflex galvanized roofing nail 12 field Harditex Hardibacker Titan Hardipanel 1/4 No. 11 ga. 1-1/4 in.long 3 edge 2 x 4 wood' 16&24 295 Hardiflex galvanized roofing nail 6 field w/48 in. Harditex mid-height Hardibacker block Titan Shiplap 5/16 0.092 in.shank,0.225 in. HD,2 in. 3 edge 2 x 4 wood` 16 268 long ring shank nail 8 field Shiplap 5/16 0.092 in.shank,0.225 in. HD,2 in. 4 edge 2 x 4 wood' 16 238 long ring shank nail 8 field Shiplap 5/16 0.092 in.shank,0.225 in. HD,2 in. 5 edge 2 x 4 wood" 16 208 long ring shank nail 8 field Shiplap 5/16 0.092 in.shank,0.225 in. HD,2 in. 6 edge 2 x 4 wood° 16 179 long ring shank nail 8 field Shiplap 5/16 0.092 in.shank,0.225 in. HD,2 in. 7 edge 2 x 4 wood 16 149 long ring shank nail 8 field Shiplap 5/16 0.092 in.shank,0.225 in. HD,2 in. 8 edge 2 x 4 wood° 16 119 long ring shank nail 8 field Hardipanel 5/16 0.091 in.shank,0.225 in. HD, 1.5 in. 4 edge 2 x 4 wood 3 16 198 Hardiflex long ring shank nail 8 field Hardipanel 5/16 4d common 1-1/2 in. long 8 2 x 4 wood' 16&24 120 Hardiflex Hardipanel 5/16 6d common 2 in. long 6 2 x 4 woods 16 200 Hardiflex Hardipanel 5/16 6d common 2 in. long 6 2 x 4 wood' 24 153 Hardiflex Hardipanel 5/16 6d common 2 in.long 4 2 x 4 wood 5 16 233 Hardiflex Hardipanel 5/16 6d common 2 in. long 4 2 x 4 wood 5 24 212 Hardiflex Hardipanel 5/16 6d common 2 in. long 6 edge 2 x 4 wood 5 16 157 Hardiflex 12 field Hardipanel 5/16 6d common 2 in. long 6 edge 2 x 4 wood' 24 145 Hardiflex 12 field A Report No.NER-405 Page 27 of 32 Table 3 SHEAR VALUES ALLOWABLE LOADS IN POUNDS PER LINEAL FOOT FOR PANEL SHEAR WALLS 1,2 Product Fastener Stud Shear Product Thickness Fastener Spacing Frame Spacing Value Type (inch) Type (inch) Types (inch) (plf) Hardipanel 5/16 No. 11 ga. 1-1/2 in.long 6 2 x 4 wood' 16 200 Hardiflex galvanized roofing nail Harditex Hardibacker Hardipanel 5116 No. 11 ga. 1-1/2 in.long 4 edge 2 x 4 wood' 16 280 Hardiflex galvanized roofing nail 12 field Harditex Hardibacker Hardipanel 5/16 No. 11 ga. 1-1/2 in.long 3 edge 2 x 4 woods 16 340 Hardiflex galvanized roofing nail 6 field w/48 in. Harditex mid-height Hardibacker block Hardiflex 7/16 No. 11 ga. 1-3/4 in. long 6 2 x 4 woods 16 280 Hardipanel galvanized roofing nail Harditex Hardibacker Titan Hardiflex 3/16 Min. No.B-18, 1 in. long x 0.323 in. 6 Min. No.20 16 1406 Hardisofft HD Hi-LoO SO or S-12Tm ribbed ga. x 3-5/8 in. buglehead screws x 1-3/8 in. metal C-stud Hardipanel 1/4 Min. No.8-18, 1 in.long x 0.323 in. 6 Min. No.20 16&24 1256 Hardiflex HD Hi-Lo0 SO or S-12Tm ribbed ga.x 3-518 in. Harditex buglehead screws x 1-3/8 in. Hardibacker metal C-stud Titan Hardipanel 5/16 Min.No.8-18, 1 in.long x 0.323 in. 6 Min. No.20 16 1606 Hardiflex HD Hi-Lo0 SO or S-12Tm ribbed ga. x 3-5/8 in. Harditex buglehead screws x 1-3/8 in. Hardibacker metal C-stud Hardipanel 7116 Min.No.8-18, 1 in. long x 0.311 in. 6 Min. No.20 16 1626 Hardiflex HD Hi-Lo0 SO or S-12"m ribbed ga. x 3-5/8 in. Harditex buglehead screws x1-3/8 in. Hardibacker metal C-stud Titan Hardipanel 5/16 ET&F 1-1/2 in.long x 0.10"knurled 4 edge Min. No.20 16 154 Hardiflex shank x 0.25"HD pin fastener 8 field ga. x 3-5/8 in. x Harditex (AKN100-0150NA) 1-3/8 in. metal C-stud Hardipanel 5/16 ET&F 1-1/2 in.long x 0.10"knurled 4 edge Min. No.20 24 133 Hardiflex shank x 0.25'HD pin fastener 8 field ga. x 3-5/8 in. x Harditex (AKN100-0150NA) 1-3/8 in. metal C-stud 1. All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2. The maximum height-to-length ratio for construction in this Table is 2:1. 3. Values are for species 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. 1 inch=25.4 mm; 1plf= 14.59 N/m Page 28 of 32 Report No.NER-405 Table 4 "K" and "R"VALUES FOR FIBER-CEMENT PRODUCTS Product Thermal Thermal Actual Thermal Actual Thermal Thickness Conductivity' Resistance' Conductivity2 Resistance (inch) Kell=Btu/hr-ft2-°F R= 1/Kell (Kell) (R) 1/4 1.95 0.51 7.80 0.13 5/16 2.07 0.48 6.62 0.15 3/8 2.18 0.46 5.81 0.17 7/16 2.30 0.44 5.26 0.19 Notes to Table 4: 1. Based on 1 inch of panel thickness. 2. Actual value for panel thickness shown. 3. 1 inch =25.4 mm, 1 Btu/h-ft2-°F = 5.678 W/m2-K Table 5 PERMEANCE VALUES FOR FIBER-CEMENT PRODUCTS Product Thickness Permeance (inch) (perms) 1/4 1.75 5/16 1.54 3/8 1.32 7/16 1.10 1 inch =25.4 mm, 1 perm = 57 mg/(s•m2•Pa) Report No.NER-405 Page 29 of 32 Table 6A BOCA National Building Code/1999 ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) B C 0-15 110 95 8 inch exposure 20 110 90 2 roofing nails 40 110 80 9 inches from butt edge 60 110 75 100 80 200 70 0-15 110 110 Minimum 15/32 inch Min.0.121 in.shank 20 110 105 7 inch exposure thick plywood x 0.371 in. HD x 1-1/4 40 110 95 complying with DOC in. long corrosion 2 roofing nails 60 110 90 PS 1-95 resistant roofing nail 8 inches from butt edge 100 95 75 200 80 70 0-15 110 110 6inch exposure 20 110 110 40 110 105 2 roofing nails 7 inches from butt edge 60 110 100 105 85 85 200 90 75 Table 66 SBCCI- 1999 Standard Building Code ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) Standard Coastal 8 inch exposure 0-15 105 105 2 roofing nails 20 100 100 9 inches from butt edge 40 90 90 Minimum 15/32 inch Min.0.121 in.shank 60 85 85 thick plywood x 0.371 in. HD x 1-1/4 7 inch exposure 0-20 110 110 complying with DOC in.long corrosion 2 roofing nails 40 100 100 PS 1-95 resistant roofing nail 8 inches from butt edge 60 95 95 6 inch exposure 0-60 110 110 2 roofing nails 100 75 75 7 inches from butt edge 1 200 1 70 70 Table 6C ICBO- 1997 Uniform Building Code ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) B C 0-20 110 90 8 inch exposure 40 100 80 2 roofing nails 60 95 75 9 inches from butt edge 100 90 70 200 80 70 Minimum 15/32 inch Min.0.121 in.shank 0-20 110 105 thick plywood x 0.371 in. HD x 1-1/4 7 inch exposure 40 110 95 complying with DOC in. long corrosion 2 roofing nails 60 110 90 8 inches from butt edge PS 1-95 resistant roofing nail 200 95 80 0-20 110 110 6 inch exposure 40 110 105 2 roofing nails 60 110 100 7 inches from butt edge 100 110 95 200 100 90 Notes to Tables 6A,6B and 6C: 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 Page 30 of 32 Report No.NER-405 Table 7A BOCA National Building Code/1999 ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) B C 8 inch exposure 0-15 110 75 2 siding nails 20 110 75 9 inches from butt edge 40 90 70 60 85 Minimum 7/16 inch Min.0.091 in.shankx 7 inch exposure 0-15 110 90 2 siding nails 20 110 85 thick OSB sheathing 0.221 in. HD x 1-1/2 8 inches from butt edge 40 105 80 complying with DOC- in.long corrosion 60 100 75 PS 2-95 resistant siding nail 0-15 110 100 6 inch exposure 20 110 95 2 siding nails 40 110 90 7 inches from butt edge 60 110 80 100 85 70 200 75 Table 7B SBCCI- 1999 Standard Building Code ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) Standard Coastal 8 inch exposure 0-20 85 85 2 siding nails 40 75 75 9 inches from butt edge 60 70 70 Minimum 7/16 inch Min.0.091 in. shank 7 inch exposure 0-15 100 100 thick OSB sheathing x 0.221 in. HD x 1-1/2 2 siding nails 20 95 95 complying with DOC- in. long corrosion 8 inches from butt edge 40 85 85 PS 2-95 resistant siding nail 60 80 80 6 inch exposure 0-20 110 110 2 siding nails 40 105 105 7 inches from butt edge 60 100 100 100 70 70 Table 7C ICBO- 1997 Uniform Building Code ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) B C 0-15 100 75 8 inch exposure 20 90 70 2 siding nails 40 85 9 inches from butt edge 60 80 100 70 0-15 110 90 Minimum 7/16 inch Min.0.091 in.shank 7 inch exposure 20 110 85 thick OSB sheathing x 0.221 in.HD x 1-1/2 40 100 80 complying with DOC- in.long corrosion 2 siding nails 60 90 75 PS 2-95 resistant siding nail 8 inches from butt edge 100 85 70 200 70 0-20 110 95 6 inch exposure 40 110 85 2 siding nails 60 105 80 7 inches from butt edge 100 80 200 70 Notes to Tables 7A,713,and 7C: 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 Report No.NER-405 Page 31 of 32 Table 8A BOCA National Building Codel1999 ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) B C 8 in. exposure 0-15 110 90 3 siding nails per 12 in.wide,9 in. 20 110 85 from butt edge,2 siding nails per 6 40 5 75 9 &8 in.wide 60 95 70 100 75 Min. 0.091 in.shank 0-15 110 105 Minimum 7/16 inch 7 in. exposure 20 110 100 x 0.221 in. HD x 1- thick OSB sheathing 3 siding nails per 12 in.wide,8 40 110 90 complying with DOC- 112 in.long inches from butt edge,2 siding nails 60 110 85 PS 2-95 corrosion resistant per 6&8 in.wide 100 90 70 siding nail 200 80 6 in.exposure 0-20 110 110 3 siding nails per 12 in.wide,7 40 110 100 inches from butt edge,2 siding nails 60 110 90 per 6&8 in.wide 200 85 00 100 70 Table 813 SBCCI- 1999 Standard Building Code ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) Standard Coastal 8 in.exposure 0-15 100 100 3 siding nails per 12 in.wide, 20 95 95 9 in.from butt edge,2 siding 40 85 85 nails per 6&8 in.wide 60 80 80 Minimum 7/16 inch thick Min.0.091 in.shank x 7 in.exposure 0-15 110 110 OSB sheathing 0.221 in. HD x 1-1/2 in. 3 siding nails per 12 in.wide, 20 105 105 complying with DOC-PS long corrosion resistant 8 inches from butt edge,2 40 95 95 60 90 90 2-95 siding nail siding nails per 6&8 in.wide 6 in. exposure 0-15 110 110 3 siding nails per 12 in.wide, 20 110 110 7 inches from butt edge,2 40 110 110 105 105 siding nails per 6&8 in.wide 0 0 0 70 70 Table 8C ICBO- 1997 Uniform Building Code ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDIE®SHINGLESIDE®CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building (feet) B C 0-15 110 85 8 in. exposure 20 110 80 3 siding nails per 12 in.wide, 40 100 75 9 in.from butt edge,2 siding 60 90 70 nails per 6&8 in.wide 100 80 70 200 70 0-15 110 110 Minimum 7/16 inch thick Min.0.091 in.shank x 7 in.exposure 20 110 105 OSB sheathing 0.221 in. HD x 1-1/2 in. 3 siding nails per 12 in.wide, 40 110 100 complying with DOC-PS long corrosion resistant 8 inches from butt edge,2 60 110 95 2-95 siding nail siding nails per 6&8 in.wide 100 100 80 200 90 75 0-15 110 110 6 in.exposure 20 110 105 3 siding nails per 12 in.wide, 40 110 100 7 inches from butt edge,2 60 110 95 siding nails per 6&8 in.wide 100 105 90 200 95 85 Notes to Tables 8A,88,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 Page 32 of 32 Report No.NER-405 Table 9A SBCCI- 1999 Standard Building Code Allowable Fastener Spacing (in.) Hardiplank Lap Siding fastened to ASTM C-90 Concrete Wall Height of Building 6-1/4 and 6 inch wide 7-1/2 inch wide 8-1/4 and 8 inch wide 9-1/2 inch wide (feet) Hardiplank Hardiplank Hardiplank Hardplank 0-15 18.25 14.5 13.75 11.5 20 16.5 13.25 12.25 10.5 30 14.75 11.75 11 9.25 40 13.5 10.75 10.25 8.5 50 12.75 10.25 9.5 8 60 12.25 9.75 9 7.5 Table 9B BOCA National Building Code/1999 Allowable Fastener Spacing (in.) Hardiplank Lap Siding fastened to ASTM C-90 Concrete Wall 6-114 and 6 inch wide 7-1/2 inch wide 8-1/4 and 8 inch wide 9-112 inch wide Height of Hardiplank Hardiplank Hardiplank Hardplank Building Exposure Exposure Exposure Exposure Exposure Exposure Exposure Exposure (feet) B C B C B C B C 0-15 24.0 15.0 24.0 12.0 24.0 11.25 20.25 9.5 20 24.0 13.75 23.0 11.0 21.5 10.25 18.25 8.75 40 21.0 11.25 16.75 9.0 15.75 8.5 13.25 7.25 60 17.75 10.0 14.25 8.0 13.25 7.5 11.25 6.25 100 14.0 8.75 11.25 7.0 10.5 6.5 8.75 5.5 Table 9C ICBO- 1997 Uniform Building Code Allowable Fastener Spacing (in.) Hardiplank Lap Siding fastened to ASTM C-90 Concrete Wall 6-1/4 and 6 inch wide 7-1/2 inch wide 8-114 and 8 inch wide 9-1/2 inch wide Height of Hardiplank Hardiplank Hardiplank Hardplank Building Exposure Exposure Exposure Exposure Exposure Exposure Exposure Exposure (feet) B C B C B C B C 0-15 24.0 14.25 19.25 11.25 18.0 10.5 15.25 9.0 20 22.5 13.25 18.0 10.5 16.75 9.75 14.25 8.25 40 17.75 11.5 14.25 9.25 13.5 8.5 11.25 7.25 60 15.75 10.5 12.75 8.5 11.75 8.0 10.0 6.75 100 13.25 9.25 10.5 7.5 9.75 7.0 8.25 5.75 Notes to Table 9A,9B,and 9C: 1. Fasteners shall be ET&F Fastening Systems,Inc.Erico Stud nail, ET&F No.ASM-144-125,head dia.=0.30 in., shank dia.=0.14 in. 2. Maximum basic wind speed shall be 110 mph. 3. Exposure Category C(for Table 9A). 4. 1 inch=25.4 mm, 1 foot=305 mm. Page 32 of 32 Report No.NER-405 Table 9A SBCCI-1999 Standard Building Code Allowable Fastener Spacing (in.) Hardiplank Lap Siding fastened to ASTM C-90 Concrete Wall Height of Building 6-1/4 and 6 inch wide 7-1/2 inch wide 8-1/4 and 8 inch wide 9-1/2 inch wide (feet) Hardiplank Hardiplank Hardiplank Hardplank 0-15 18.25 14.5 13.75 11.5 20 16.5 13.25 12.25 10.5 30 14.75 11.75 11 9.25 40 13.5 10.75 10.25 8.5 50 12.75 10.25 9.5 8 60 1 12.25 9.75 9 7.5 Table 9B BOCA National Building Code/1999 Allowable Fastener Spacing (in.) Hardiplank Lap Siding fastened to ASTM C-90 Concrete Wall 6-1/4 and 6 inch wide 7-1/2 inch wide 8-1/4 and 8 inch wide 9-1/2 inch wide Height of Hardiplank Hardiplank Hardiplank Hardplank Building Exposure Exposure Exposure Exposure Exposure Exposure Exposure Exposure (feet) B C B C B C B C 0-15 24.0 15.0 24.0 12.0 24.0 11.25 20.25 9.5 20 24.0 13.75 23.0 11.0 21.5 10.25 18.25 8.75 40 21.0 11.25 16.75 9.0 15.75 8.5 13.25 7.25 60 17.75 10.0 14.25 8.0 13.25 7.5 11.25 6.25 100 14.0 8.75 1 11.25 7.0 10.5 6.5 8.75 5.5 Table 9C ICBG- 1997 Uniform Building Code Allowable Fastener Spacing(in.) Hardiplank Lap Siding fastened to ASTM C-90 Concrete Wall 6-1/4 and 6 inch wide 7-1/2 inch wide 8-1/4 and 8 inch wide 9-1/2 inch wide Height of Hardiplank Hardiplank Hardiplank Hardplank Building Exposure Exposure Exposure Exposure Exposure Exposure Exposure Exposure (feet) B C B C B C B C 0-15 24.0 14.25 19.25 11.25 18.0 10.5 15.25 9.0 20 22.5 13.25 18.0 10.5 16.75 9.75 14.25 8.25 40 17.75 11.5 14.25 9.25 13.5 8.5 11.25 7.25 60 15.75 10.5 12.75 8.5 11.75 8.0 10.0 6.75 100 1 13.25 9.25 10.5 7.5 9.75 7.0 8.25 5.75 Notes to Table 9A,9B,and 9C: 1. Fasteners shall be ET&F Fastening Systems, Inc. Erico Stud nail, ET&F No.ASM-144-125, head dia.=0.30 in., shank dia.=0.14 in. 2. Maximum basic wind speed shall be 110 mph. 3. Exposure Category C(for Table 9A). 4. 1 inch=25.4 mm, 1 foot=305 mm. //�/� //CITY OF //}}//�__ �� 4&4 /3 e4c.4-"9&u*J4 Office of Building Official C REQUEST FOR INSPECTION Date 3 / Permit No. r 70 Time Received Job ddr Locality Owner's C Name Contractor _ BUILDING CONCRETE ELECTRICAL �PLUM MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ oug1t'Y"'_..._.___t� Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑I Final ❑ Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. / r A.M. Inspection Made r P.M. Inspector Final Inspection El Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION :-/-5-0 OWNER OF PROPERTY : PLUMBING CONTRACTOR �� Pau M dE ,4 CONTRACTOR' S ADDRESS: 12922 d ez,119 STATE L I CEN SE NUMBER: C/:C' Qp2a 3-'9,7 TELEPHONE: 2,47 3-rf-r HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS ,2 LAVATORY ' I WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS oZ CLOSETS i WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER]^ ,xC6 1'?• -►H�S� t��QI TOTAL FIXTURES:_ x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 .00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: I a�KL. ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 RECEIVED MAR 9 1999 City of Atlantic Beach Building and Zoning j - CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING i 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT —�- - PERMIT INFORMATION. LOCATION INFORMATION 4 - Permit Number: 17892 Address: 150 PINE STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: _ Improv. Cost: _ OWNER_INFORMATION Date Issued: 3/09/1999 f Name: LIGGERO - Total Fees: 53.50 Address: 150 PINE STREET Amount Paid: ATLANTIC BEACH, FL 32233 Date Paid: 3/09/1999 Phone: (OQO)QQQ-QOQO _ ---_____------_-_ _--- ork Desc: INSTALL PLUMBING CONTRACTORS) APPLICATION FEES 8 & G PLUMBING PERMIT 53.50 i Inspections Required UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT I FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC j SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER I "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW j I I j ATLANTIC BEA BUILDI EPT. 6ITY OF Office of Building Official REOUEST FOR INSPECTION Date / Permit No. Time3 A.M. Received District No. Job Address lity Owner's Name Contractor BUILDING CONCRETE ELECTRICA PLUMBING MECH ICAL Framing ❑ Footing ❑ Rough Wiring ❑ oug ❑ Air.Con .& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ / Pre Fab Fire Place ❑ READY FOR INSPECTI N 7 GA.M. Tues. Wed. Th Friday P.M. a W10 Made ` �! Inspector E, AoFinal Inspection Certificate of Occupancy Date 777 UM 0 to MONT Of 8 1-4011 J�A At `Y0 djT F ATLANT16 Fo RUT '134 q ddv t, 141 lk'!,DA' A LAK, T PLO "T t rc: IT, 09 77, -y� t If 04 PAM L vi Zu Palo s 0 01 — c aix t $4 do 2- 2 4�00 -D VifERS wo "APPLI, AT,' T, ------- .90 -CT' VEE '00 WAT"o -I A 7� A *0.Oo IV "Al rl wl All 1 FORtIATTO TAi *0-.00, Adi, 00" Ity �00, Al po"; 9 00: ske0l IN ACT fU 0, *0 , 4�!" ftv 4 MOT114" jo, A" F ONTHS A: Tr AND MI J 0 I " , I ; i ls�l lir E, ORK MUSTN PUS or D SfROK4,TH IS W! TRACTOR OR" -"A E�!::A, 4"q pl� 4 or,14, J#94,1AIN te 4 MOTWIC' '7 cal u 'A $VHICfi ARE T�OfjHi Pp. u g 'LAW. AjC-4#Uj, N ARM BE T ENT, - IN �ij 1, 1212 271 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION 146 & 150 Pine Street PLUMBING CONTRACTOR B & G Plumbing Company LICENSE NUMBERS CFCO22593 OWNER _ Mr. :Heimen BUILDING CONTRACTOR Mr. Heimen TYPE OF BUILDING Residentail (Duplex) SINKS SHOWERS LAVATORY 2 WATER HEATERS BATH TUBS — DISHWASHERS URINALS DISPOSALS �CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. t a , pCPARTMENT OF Sul, NO l x" � tTlff ATLAN'FtCtCt"' aptim{' AT 001 NNT , ' rw . ►. yrs t " 1. Mjjop a t l , ?. _ mea t. *22 -50 E Dti . 4 :AG sff' G GA t7N� 1 .r toN 7WA, RR " T F 40 C � . a . 1 401 SAPo. SAO I " : 322 NAwN ;, 04 t „. . 'sN � 'C' L . 1 so,.0 4-1 77 `F Y s htt T#tom'-- ALLC N i � too AND fC�1QTtNo$111�t j3 PERMttT VOIDWMONTH AFTER ELATE 0, tS8UE tl DING utA T A ,"R1 8#t H�At�t 1 t BR1 ,f'RQM,THIS WORK "UST�tt�T�3E Et?IN F�ktHLtC S�'ACE,ANtt. ,E1ST BE . I.EAREa 11t�AtL1:ttAULC AU11YY t tHR CONTRACTQt ©R C71+�NE _ r RES UrAt 0L 01 �tJEt3.A GC N 11+�G'TC PF t?t 0Pt.M48:tIVHICRRA DAFT OF'THfS F't imi AIC Sly �? R V : 3ILATt©N OF1 Pt.IGI P M fiat$-,0FLAW. " E n -M AMTtC BEAGt BU1LatN�pEPART�A�N'T � b e z M: :.?n X a:•5'r-s f ',ty 3V `- a- 60 v s,,,.u.. .._.._ . .: 'r w* fir.,. " <�� a.✓; 5q� CITY OF ATLANTIC BEACH PERMIT APPLICATION ROOFING Owner(s) : H �ENEr f Address: iyto, 66 �t NE 5k{ Phone: Lot # Block or Unit # Subdivision Contractor: S(-h.j1 tz Inc �r^jc� rv► �N� 1 Address: -)-16 Iii oe'kPhone: State License No. L C C0 3 (,qq Describe work to be done: yft� Yore Materials to be used: G INv1E. .��Mee fi e6 cwTv� Signature OWNER: Date: Signature CONTRACTOR: 00027�iG DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH I' fl1 I"It`-IHI 3I�!!A1` Oli --------- GoC4Tl0fi INFORMA'I.10114 . r �► r , pr*lc STREET :72Addraw s xEt u brtst.�I,..ca►�_ t ; :ATJ.ANTC. FAC ' Al Per # T MECHANICAL vtSCRipTi l p w 1aPAlt _-- -- . - II AL f41ppk f Csstr ThO roppowd U & DfJPLEX . + lilrssO�et a Gads m O. Subd*viwf*tr'tr ' t rt+sd value t *01 00 so.po lrrx APPLICATION FEES - € � MA, 438.60 MV ,01 C"t7►NN f" "H I�` � " r I IS fl>EIT Ifs II"y �` '� N Ad d Ia co, pua�a�"� WATER METER =Y i �q� ftAO0 DASl H. fit. . illDO1 O#� *O00 . �►oI'� "OI �ZAVOII i3 A +fl Hs�ass �s Cll� fElt "I N1 0. 00 ;�ddar+r�80 t 11 ., CH 'BLVD. �1�11r llt `�'AIn` e atlbt HR f LOIfiCIA 32250 # ' FOl9k .tG.IsC► HILA3 .: .00 0 X00 Z0, ?,u2,? 5',4"'' s c:,,a„;EyN.ry",•3u^z;., ", F.,� sT�r.edn,. a ,,..a.�M�% " *i.' �� OTHER KBO.,00 NOTES: t NOTICE ALLCONCRETE FORMS AND fOOTI NOS MUST BE INSPECTED BEFOREz POURING PERMIT VOID SIX MONTH AFTER DATE OF ISSUE a MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE �UILDING LEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER . FAILURE; TO COMPLYWITH THE MECHANICS' I. EN LA►W CAN RESULT IN t'HE PROPERTY OWNER PAYING TWICE F`CR BUILDING IM T c N ISSUE ACCORpING TO APPRLVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJ REUOCATIII�tR N to ION OF APPLICABLE PROVISIONS OF LAW. A LBEAEI=I.BUILDI ;G Dj?kRTMEtft v w d c0 BUILDING AND ZONINGINSPECTION DTVI ON CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82283 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT Applicant to complete all items in sections I, 11, 111, and IV. DATION Street Address: OF I Intersecting Streets: Between And BUILDING Subdivision II. IDENTIFICATION' To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance with the attechpd plans and specifications which are a part hereof and in accordance with the City af.Jacksonville ordinances and standards of good-practice listed therein. Nossw of Mechanical Contractors Cofwocter (Print) C�`C�.4.f+—�ti z / a t'oo Master Name of ,Property Owner / AA1,A y // y Xmr,4 d' 'PAW Signature of Owner Signatureof or A sthorizod Agent Architect or Engineer "GENERAL INFOWAATION A, "Type of heating W B. IS OTI4ER CONSTRUCTION BEING'DONE ON >�Eleehist, THIS BUILDING OR SITE? Id/19 Q Bee—r❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION CQ Oil PERMIT _0"r Specify IW'01111110114AN" EQUIPMENT TO RE INSTALLED NATURE OF WORK (PmvW*complete Net of components on beck of this form I Residential or ❑ Commercial Q' Meat ❑ 'Space C3Recessed 0"Centrel O Fbor Q New Building I Air Conditioning: ❑ Room Q�"Centrel 2 Existing Building Q Duct System:. Material ThiekMu Replacement of existing system Mesimgm capacity e.f.m, C] New Installation(No system previously Inst>sltled) ❑ Refrigs+retioel ❑ Extension or add-on to existing system ❑ Other Specify ❑ ;Cooling tower:`Capacity 941.1%. Q Fire sprinklers: Number of heads Q 'Ekwator ❑, Menfift ❑- Escalatoa__.._.__(numbe ) THIS SMCE POR OFFICE DISE ONLY ❑ Gasoline pumps (numbat) (Ro""iU000 I3 Tem (numbed Remarks ❑ us cwoinere` (number) Q Unfired pressw o vessel C3Permit Approved ❑ Other— Specify Permit F.e LIST ALL EgUIPMENT AM CONDITIONING AND REFRIGERATION EQUIPMENT 2bmber units Description Model Number Yanufacturor (TO") -2 Co.✓i! a�/s: W iv:r/r�sksJ4 ccL µ 000274 , DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH 1��+i +✓+mow] .yw�wn+T-' ` �7 ��✓�R t�rRQ �YF1'i 50 prj�i f"+pNrr t Tg+ i Ems CTRYC.A,L ATUA 24` ItIE i?CH, FL.i ittTL1A, 323 Ca!►A� ► �Frk s RL:PAIE M w L` DE;SCPTIGIN aeest�i . Types s INCA Lost s lsll s B+�c ier Bus 0 ropos*d Uma > I+113LiCt: PAtI LY. �re+ lrrB 1 CodesSubsi + enx t: ss t +clt i-aluo s .'O0 g lopr '. .'Ctt s MM+t3 Tots *201100 � AIuAIr *20i.tom? 7/19/00, p or A Q Hsi NIcAT P1 "ps NE! IHC>I E�gBIE� 2N SERVICE t �e APPLICATION FEES � fiF g "I I E' WATI� x)fpACT FEES 00100m � m f�a jy�M r �r}�y }y w�d� y�y� y�,0 t i v° fY�/7.FtiY AfMJ d�.77 � #'�M'£ 'gR{.I,�t .. n�'4 4ke�� '` �'" a,� »� ,A ,�Aw�"'ii r �..r'P r � �w; �'�O♦ ��' F s � # _. �. NFfl>ptlfA'I` Ef#Ir R1400" ELAS '.. 5% Nwx r IttG v ' { C''RZO p" pANY _ WA'IF'EINt TlAP #� fXiflaft- AP FL. 3224401-1368 BI#AP+tB fir#]. Ir.i ern esr i 4a Typ'e's 2 1?E�-j"$ZCT FEE 4q . ACT FEE �Ir: w'4 t w trF .�d�� NOES: 999a 3, NOTICE:—ALL CONCRETE,FORMS AND FOOTINGS MUST BE INSPECTED SEFORE;POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,=AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. FAILURE TQ COIVIPLIf WITH THE MECHANICS' LIEN LAW CAN RESU T IN ER RAYING TWICE FUR suILbmo IMPAMI W, armTOT THE PRIOrrPERTY OWN ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT`AND `gUB,IEC VOCATI )AOLA ION OF APPLICABLE PROVISIONS OF LAW. AN C BEACH BUILDING PARTMENT r A lY, R TIC BEACH FLORIDA CITY 4F ATLANTIC � Apv.owd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 7219 19_2 IIAPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CI'T'Y OF ATLANTIC BEACH ORDINANCES. ER 0008818 ELECTRICAL FIRM: Mcclu re jF I gn CTI I NAME Susan Lewis ADDRESS: 148 150 Magnolia St- _RFD BOX..+._._ BLDG.SIZE BETWEEN: RES.(29 APT.( ! COMM.( 1 PUBLIC( 1 INDUS.1 I NEW( ) OLD OCt REW.( I ADDITION 1 1 TRAILER ( ) TEMP.( 1 SIGNS ( i SO. FT. SERVICE: NEW( 1 INCREASE I 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ALUM. $WITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV SIZE AMPS PH W VOLT RACEWAY -FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. over; APPLIANCES BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT a 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS HOUSE l CTION TU'Ari4tonit1urm! ANDER 600 V. OVER 600 V. K CITY OF ATLANTIC BEACH, FLORIDA Appy by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: July 18 19 90 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING,' WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATI614S, -WHICH ARE A PART HEREOF,AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITE' OF ATLANTIC BEACH ORDINANCES. ER 0008818 4,/r-ei Z 15R E JOURNEYMAN ELECTRICAL FIRM: McClure Elec R E T ICI NAME Randal Heinen ADDRESS: 150 Pine Street RFD BOX BLDG.SIZE BETWEEN: RIES.(X► ' APT.( P COMM.1 ► PUBLIC( 1 INDUS.1 1 NEW( ) OLD X ) REW.I 1 TION 1 I TRAILER ( ► TEMP.( ) SIGNS ( ) SQ. FT. SERVICE: NEW 1 ► INCREASE( ► REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER I ALUM. TCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE 150 AMPS 1 PH 3 W 230 VOLT SEU RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED- OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0-100 AMPS, OVER APPLIANCES BELL TRANSF. AIRH.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KWHEAT 2 2 `Zon 5KW 0.1t1VER MOTORS H.P. VOLTAGE PHS NO. ?M.P. VOLTAGE PHS MISCELLANEOUS Provide circuits and connection for two (2) new heat pumja systems TRANSFORMERS: UNDER 6Q0 V. OVER 600 V. V - CITY OF 4&s4-c BmaAf Office of Building Official REQUEST FOR INSPECTION Date �F l Permit No. Time / A.M Received ! ®' P, District No. Job Address ! Locaiit Owner's Name BUILDING CONCRETE ELECTR PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ flw READY FOR INSPECTION A. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made P,M, Inspector Final Inspection❑ /� j� �/ l / Geri panty 6 �!� 1_ }� ��( `_ U� Date 9a P t r ' res� CITY OF ATLANTIC BEACH �; SJ1 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028709 Date 7/21/04 Property Address . . . . . . 1A7 PINE ST Tenant nbr, name . . . . . . INSTALL 3 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ JONES, RUSSELL WILLIAMS BIG BOY PLUMBING INC 147 PINE STREET 516 11TH AVENUE S ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-1880 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 56 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 56 . 00 56 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 56 . 00 56 . 00 . 00 . 00 r PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 0 BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000877 Date 6/17/09 Property Address . . . . . . 146 PINE ST Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1063 ---------------------------------------------------------------------------- Application desc 2 REPLACEMENT WINDOWS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ O' CONNER, RICHARD LINDY BUILT CONTRACTORS 146 PINE STREET PO BOX 518 ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS GREEN COVE SPRINGS FL 32043 (904) 591-2950 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1063 Expiration Date . . 12/14/09 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. V S CITY OF ATLANTIC BEACH .�7 - h ,t 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 ®� �•,- } OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1,JOB ADDRESS: 2.VALUATION OF WORK 3:50.Fr.UNDER ROOF /,/✓ J,o63,�' ='4.LEGA!DESCRIPTION 5,CLASS OF WORK :i :`. 6:USE OF STRUCTURE ❑NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL ❑REPAIR El POOL 1 SPA ❑YES ❑N/A <7.DESCRIPTION OF WORK WALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER:`.• ^� lam/E°/, ✓ `'/�a�� (,J �F�/�� /,� l<( J' V• .S J'"H�r (j' 13 MOVE ❑OTHER NO PROPERTY OWNER. CONTRACTOR. ARCHITECT/ENGINEERh 9.NAME: 15.COMPANY NAME 23.COMPANY NAME TGfVonrae. z ,�� bili111SC-l" 16 ME 24.LICENSEE NAME: BrowAt 100.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 61 18.ADDRESS (� 8O� C 26.ADDRESS: r 71 "ted GODS A . 2-01 11.OFFICE PHONE 12.FAX NO.: 19.OFFICE PHONE.' 5 20.FAX NO.: 27.OFFICE PHONE: ---j 28.FAX NO.: 2y 1- 7 -7 L 29ra- LL-,�rOo 13.CELL PHONE: 21,CELL PHONE: 29.CELL PHONE- 2, HONE2,1-(.- 90 2-1Ll 9-7-2'11/a 14.EMAIL ADDRESS: 22 EMAIL ADDRESS: 30.EMAIL ADDRESS: Idu evr'eW n,COM r-; FEE S!WLE SfTLE HOLDER. •c BONDING CONfPA1�Y ` NLORTi GAGE LENDER ,. piro7+�iTEwiow 31.NAME 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of sic(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. Hr WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOURr NG YOUR NOTICE OF COMMENCEM CONTRACTOR LENDER OR AN ATTORNEY BEFORE RECORDING OWNER or AGENT=: (NAgent Power'a<Atl Agency Lefler Required) Signed: Date: 'A-7 Signed: Date: C Before me this '13d)ay Jam- 2009 in the county of Before me this day of �� C� 2009 in the uofW I,State of Florida,has personally appeared Duval,Sta of Florida,has personally appeared O P 1' 0. EA U c�o A herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declaral n^ A true and accurate. true and accurate. Frl A2ttary Public at Large,State of _,County of I� � Notary Public at Large,State of� County of a) ".1LPUSEersonally Known Personally Known �y ❑Produced Identifica' - 13Produced Idenfficati MSM 7 Notary Signature: Notary Signature: / PRISCILLA CLAYMAN +W d NOTARY PU9lC Commission DD 675915 �.."°:.r..+wn-a?o,a.r,•.�.+..T...M..u;;xc.•,.e.• IWIARY YJlItC PRISCILLA CLAYMAN pins May 20,2011 }� - � Commission DD 675915 a SLDG01-P Am a pt / &0.365.70ip- Expires May 2Q2011 A � FILE C • gkAPf§Tia.0�1M 1'en�ThNT,p,I Fain lnsusance 800-3&4'7019 Ik "MMw.nn�,+lvRro•:.+wiwDwr„p.,.n..wwiarr.........,�. " / CQ 43k A € top". 17 q 9 t. E _ d' ti r.S x ssak s L"Tv .., .', a n Y7at a5 ) s € £ At a aY gr € r Y a€r.- ; a& 9 C x { t of a - a t; All x�s-''-'77� r�t ,s drta.: PIT d � Ppb J f` S Aj �. C• P Lf 11 s. 1 s l S � E 3 �:' -.� t c + s t 44 Soh' + d r a E}g j i .€IiC Y} ' t cob 4, r' n� tm m �j. , is ,rr3k ii Owl ti:c C �(„ > S r J r d l N ((( 3 a r. 2{t i s a r -,.p" Uc— MMr ,t «..a eu £.,fir..,,.s• Ci 3 £.: b r , TYPICAL El FVATION YANUPACTURER �. PANELS CAN BE INSTALLED VERTICALLY Wayne—Dalton OR HORIZONTALLY USING APPLICABLE Corporation a' ANCHORING DETAILS 3395 ADDISON DRIVE I N E v, —r0r WAx.PANE x�or.+— -I ENSACOLA. F� 32314 SHS +� - GENERAL NOTES 6 TYPICAL ELEVATIONS, ALLOWABLE YY.VAYNE-DAL'3N.COM DESIGN PRESSURES TABLE i uw.- 1 /2 --�)Rtiu_L sR�u--I Tet.. 0) 575-7734 Fox. ((8563 SHEET 2 - ANCHOR SPACING TABLE 2A, 2B/C, 2D, 2E MAX. 5 :/2 ' 0)) a75-6093 SHEET 3 - TABLE 3 ANCHOR SCHEDULE, BILL OF MATERIALS, 9, Bi, 7,OMPONENTS DETAILS B2, B3 PRODUCT, SHEET 4 - OVERLAP ANCHOR TABLES 4A, 43/C, 4D, 4E FABRIC—SHIELD SHEET 5 - MOUNT TYPES A AND Al DETAILS STORM PANEL SHEET 6 - SIDE CLOSURE SECTION B, 31, B2, B3 A Al ' A, Al TABLE 1 — PANEL 0.037•MnCK"C cosxm ALLOWABLE DESIGNED *OM POLYWO12 TAHBIC PRESSURES: Engineering: S PANEL k14 i`rnijLII JTTL'. GENERAL NOTE S; �� W� J SPAN C 1n) CA ails Nom.. s n a 1- THIS PRODUCT IS DESIGNED AND TESTED CTAS 201, 202, 203, �� Y 104 SSTD12-99, ASTM E33C, E1996, E1886) IN ACCORDANCE WITH THE i o $96 1 4 $971 W. Sunn''se Blvd, ICA THE FLORIDA BUILDING CODE 2004 EDITION AND APPLICABLE FOR Plantation, F. 33313 USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ)• ��oPno ' 72 Tsl.: (854) 585-0304 fax: (954).585-0305 2- PANELS SHALL BE MARKED WITH A MINIMUM OF ONE LABEL PER 60 PANEL. LABEL INFORMATION SHALL CONTAIN THE MANUFACTURER'S k 4$ NAME, INFORMATION DESCRIBING THE PRODUCT AND APPROVED i 36 1 128 AGENCY'S IDENTIFICATION. 3- MATERIAL- STORM PANELS SHALL BE 0.037' PVC WOVEN POLYESTER FABRIC WITH A AVERAGE Fu= 16 Ksl AND Fy= 1.6 Ks;. B, B1, B2, B3 4- ANCHORS SHALL BE AS SHOWN ON THIS APPROVAL. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING. ALL BOLTS 6 WASHERS SHALL BE ZINC COATED, GALVANIZED OR VERTICAL. INSTALLATION STAINLESS STEEL N 5- THE SHUTTER SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE DETAILS & SPECIFICATIONS HEREIN, MAR 0 2 2006 A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE LLY U E3 PANEL LENC' SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS ANCtiORS SPACED AS PER DOCUMENT, �, A� 2A, 23/C,20,2: 2 6- THE CONTRACTOR, ENGINEER OR ARCHITECT SHALL VERIFY THE > > > Pedro De F quedndo, PE ADEQUACY OF THIS PRODUCT WITH THE PROJECT WIND LOADS AND A, Al THE ADEQUACY OF THE EXISTING STRUCTURE IN SUSTAINING THE SHUTTER_IMPOSED LOADS. c DRAFTING 3 PK DRUM a MORE B_ 7- MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL/ METAL 2,, B3 33 8, BI, N y B?, 33 1 SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FBC SECTION I Date: 02/04/06 ?003.8.4. Scale: NA Design by: PPWF 8- PANELS ARE TO BE INSTALLED ONLY DURING HURRICANE YEATHER . CONDITIONS. WHEN NOT IN USE THE PANEL SHALL BE STORED INA QrO winCJ Number PLACE NOT EXPOSED TO THE WEATHER AS PER MANUFACTURER'S > > > > ,---- RECOMMENDATIONS. >A, Al > > i ' S > 06-03B 'OVERLAP- 0PT;OUA1 OVER"-' CiUS73 O:3 04 5 ANCNOis AS or S��eat TAe'S 4 HORIZONTAL INSTALLATION 1 0 f 6 MANUFACTURER, TABLE'2A - MAXIMUM ANCHOR SPACING ON CENTER TABLE 2B/C - NIAXIMUM ANCHOR SPACING ON CENTER Wayne-Dalton PANEL SPAN IN INCHES /-AN-1104 TYPE L= PANG_ SPAN IN INCHES Corporation A, A1, A2 3395 ADDISON DRIVE L 96 1 84 72 6 48 3 / , 5 NSACOLA. FL. 32514 A A A A AI A2 A Al A A Al A A A A Al A2 A Al A2 S== TABLE 3 L� 96 B1 al BI 48 35 B 1 H B1 H 3 C I C B 3 BI vvM.vAYN_-DALTON.CAM 30 12 10 9112 11 10'12 12 11 12 12 12 12 12 12 12 12 12 12 12 12 ANCH:R TAPE 30 12 9 4 12 10 5 i2 12 6 12 12 7 12 12 9 12 12 10 12 12 10 Tel (9001 676-773= 35 12 9 8 12 9 8 12 11 10 2 12 12 12 12 12 12 12 12 12 12 12 B HI G 35 12 8 4 12 9 4 12 10 5 12 12 6 12 12 8 l2 12 9 I2 12 9 ax.: C350) 475-6093 40 12 8 712 8 8:12 10 9 12 12 11 12 12 12 12 12 12 12 12 12 40 11 7 3 I2 8 4 12 9 4 12 1! 5 12 12 7 12 12 9 I2 12 8 45 12 7 6 12 8 7 12 9 8 12 11 10 12 12 12 12 12 12 12 12 12 SEE TABLE 3 45 10 6 3 11 7 3 12 8 4 12 10 5 12 12 6 12 12 7 12 12 7 50 12 b b 12 7 6 12 8 7 12 10 9 12 12 11 12 12 12 12 12 12 50 9 6 3 10 6 3 12 7 3 12 9 4 12 11 5 12 12 6 12 12 7 'PRODUCT: 55 12 6 5 12 6 6 12 7 7 12 9 8 12 11 10 12 12 12 12 12 12 55 8 5 - 9 6 3 11 7 3 12 8 4 12 SO 5 12 12 6 12 12 6 FABRIC—SHIELD 60 l t 5 S 12 6 5 12 7 6 12 8 8 12 10 10 12 12 11 12 12 11 I 60 8 5 - 9 5 - 10 6 3 12 7 4 12 9 S 12 11 5 12 12 6 STORM PANEL 65 10 5 4 12 5 5 12 6 6 12 8 7 12 10 9 12 11 10 12 12 11 65 7 4 - B 5 - 9 b B S I 7 3112 9 4 12 10 5 12 12 5 66 10 5 4 11 5 5 12 6 6 12 9 7 12 9 9 12 l I 10 12 12 11 ' 66 7 4 - 8 5 - 9 6 3 11 7 3 12 8 4 12 10 5 12 12 5 11 5 5 12 6 5 12 7 7 12 9 8 12 10 9 12 11 i0 70 7 5 - 9 5 - 10 6 3 12 8 4 12 9 5 12 11 5 D.037*TMGX Pvc CosTED 71 11 5 4 12 6 5 12 7 6 12 9 8 12 10 9 12 11 10 71 7 4 - 8 5 - 10 6 3 12 9 4 L2 9 4 12 it 5 TOMPOLYESf6R 718BIC 80 11 5 5 12 6 b 12 B 7 12 9 8 12 30 9 80 8 5 2 9 6 3 11 7 3 12 8 4 12 10 4 81N 111 5 5 12 6 6 12 8 7 12 9 8 12 l0 9 81 7 5 2 9 6 3 11 7 3 12 8 4 12 10 4 95 1 11 5 5 12 7 6 12 8 7 12 9 8 95 8 5 - 9 6 3 11 7 3 12 8 4 En mesrin 105 DESIGNED 12 6 6 12 7 7 12 8 7 105 9 5 3 10 6 3 12 8 3 g g' PRESSURE 114 8 5�96 11 7 3 TEngLD Jnr. 114 c ,. 12 b 5 12 7 b 12 7 7tT � !19 IN 'S` a 6 6 12 7 6 119 11 7 3 125 i2 b 6 12 7 5 t25 l❑ 6 3 CA 8'tE 128 12 7 6 129 10 6 3 8971 W. Sunrise Blvd. 104 i Plantation, Fl. 33,313 EXAMPLE: EXAMPLE Tel.: (954) 585-0304 PANEL SPAN: 48' PANEL SPAN: 49' Fax: (954) 585-0,305 DESIGNED PRESSURE, Pd= 125 PSF DESIGNED PRESSURE: Pd= 125 PSF ANCHCR TYPE A - SEE TABLE 3_,,1X ANCHOR TYPE H - SEE TABLE 3 MAXIMUM ANCHOR SPACING: 12' 0C MAXIMUM ANCHOR SPACING: 9' OC EDGE DISTANCE - 2 1/2' EDGE DISTANCE - 3' EMBEDMENT: 1 3/4' EMBEDMENT: 7/9' TABLE 2D - MAXIMUM ANCHOR SPACING ON CENTER TABLE 2E - MAXIMUM ANCHOR SPACING ON CENTER L= PANEL SPAN IN INCHES /-ANCHCRTYPE L= PANEL SPAN IN INCHES L 105 96 4 72 0 48 36 / =a ITABLE 3 L' 105 96 84 72 60 48 36 Pd D Di D2 1 2 D D1 D S__ Pd E E1 E2 E i E EI E21 E2E El EPI F El E 3C 12 6 9 12 7 10 12 8 !2 12 SO 12 12 12 12 L2 12 12 12 12 12 ANCHOR TYP= 30 5 4 5 5 4 5 6 5 6 8 6 8 10 8 10 it 9 11 11 9 11 35 L2 5 8 12 6 9 12 7 10 12 8 12 12 10 L2 12 12 12 12 12 12 E Et E2 �/ 35 4 3 4 5 4 5 5 4 5 7 5 7 9 7 9 10 8 10 9 8 9 40 12 5 7 12 5 8 12 6 9 12 7 11 12 9 12 12 11 12 12 12 12 SEE TABLE 3� 40 4 3 4 4 3 4 5 4 5 6 5 6 8 b 8 8 7 8 8 7 8 MAR 0 2 1006 45 12 4 6 12 5 7 l2 5 8 12 6 10 12 8 12 12 10 12 12 11 12 45 3 - 3 4 3 4 4 3 4 5 4 5 7 5 7 8 6 8 8 6 8 50 11 4 6 12 4 S 12 5 8 12 6 9 12 7 11 12 9 12 12 10 12 50 3 - 3 3 - 3 4 3 4 5 4 5 6 5 6 7 5 7 7 6 7 55 10 3 5 11 4 6 12 4 7 '2 5 8 12 7 10 12 8 12 12 9 12 55 3 - 3 3 - 3 4 3 4 4 3 4 6 4 6 6 5 6 7 5 7 60 9 3 5 10 3 5 12 4 6 12 5 8 12 5 10 12 7 11 12 8 12 60 - - - 3 - 3 3 - 3 4 3 4 5 4 5 5 5 6 6 5 6 65 8 3 4 9 3 5 11 4 6 12 4 7 12 6 9 12 7 10 12 8 11 65 - - - 3 - 3 3 - 3 4 3 4 5 4 5 5 4 5 6 5 6 66 8 3 4 9 3 5 11 4 6 12 4 7 12 6 9 12 7 10 12 8 It 56 - - - - - - 3 - 3 4 3 4 5 4 5 5 4 5 6 5 6 70 9 3 5 10 3 5 12 4 7 12 5 8 12 6 10 12 7 l0 70 - - - 3 - 3 3 3 3 4 3 4 5 4 5 5 4 5 Pedro Ds FIguelroda, PE 71 9 3 5 10 3 5 12 4 7 l2 5 B L2 6 10 i2 7 10 71 - 3 - 3 3 3 3 4 3 d 5 4 5 5 4 5 Pt 52609 80 9 3 5 I1 4 6 12 5 7 12 5 9 12 6 9 BO - - - 3 - 3 4 3 4 4 3 4 5 4 5 DRAFTING: 81N 9 3 5 11 4 6 12 5 7 12 5 8 12 6 9 BI - - - 3 - 3 4 3 4 4 3 4 5 4 5 95 9 3 5 11 4 6 12 5 7 12 5 8 95 3 - 3 3 - 3 4 3 4 4 3 4 PK DRAFTING&MORE 105 -DESTGNcD i0 3 b 12 4 7 12 5 7 105 3 - 3 3 3 3 4 3 4 114 PRESSURE 10 3 5 it 4 6 12 5 7 114 3 -�3 - 3 3 3 119 IPI 2SF 11 4 6 12 4 7 119 3 3 3 Dote: D2/04/08 125 !03 6 12 4 6 125 3 - 3 Seals: NA 128 12 4 6 128 3 - 3 Design by: PPMF XAMPLE / Drawing Number PANEL SPAN: 48' / PANEL S=.AN: 49' .CESIGNED PRESSURE: Pd= 125 PSF PRESSURE! 25 o - �. DESIGNS"� 2ESS R- Pd= 1_� S: 06-038 ANS-10R TYPE S E TA3 C-3� ANCr'LR YPE TA3E 3 MAX-M N ANCHOR S ACLVC ,C MAx!MUM ANCHORS 40TNG 3 UC EDGE D S ANC_ P 1/2' ::GE DISTANCE - 2 i/2' MBELM ,, 2• E13EDu N:: 2' Sheet 2 of 6 MANUFACTURER; Wayne-Dalton TABi_E 3 - ANCHOR SCHEDULE: Corporation 3395 ADDISON DRIVE TYPE DESCRIP7:ON 'Embed. Edge PENSACQLA, FL. 32514 Dist VYW.YAYNE-DALTON.COM A 1/ aocons 7T into Conc:-e e fc'= se) /4 TeL� (800) 676-7734 A. 1/4' Tnocons SG into CMU 11/4' 2 1/_' ax.� (850) 475-6093 A2 1/4' Ta cons Su Into Stood (SG>=. 53) 1 1/2' 3/4' B 1/4-20 Lend shield into Concrete (Fc'=2416os.) 7/8' 3' PRODUCT, B1 1/4-20 Lead shield into CM 7/8' 3' FABRIC—SHIELD C Anchors Type A ➢ E into Wood (SG>=. 42) 1 1/2' 3/46- MINIMUM 3'X4' PATCH REINFORCEMENT STORM PANEL D 1/4' Panelmate Pro Into Concrete (Fc'=335Cos;) 2' 2 1/2' MADE OF 2 PLIES .037' PVC COATED WOVEN D1 1/4' Pan imate Pr into CM 1 1/4' 2 1/2' POLYESTER WELDED FABRIC D2 1/4' Paneinate Pro into Wood <SG>=,54) 1 3/4' 3/4' (TO BE USED ON DETAIL B3) 0.099'TH=F'9C COATED VENEER into concrete c = os:) IMVLR POLY19M FABRIC El 1/4' TVAS THRU BRICK VENEER Into CMU 1 1/4' 2 1/2' 1/4' TVA9 TH U BRICK VENEER into wood (S >=. 4 1 3/4 4' votes Engine®ring: I- Embedment is beyond wall dressing. 4.000 En-gTII Jnr, 2- Use this anchor schedule with Tables 2a, 2b/c, 26, 2e �7 3- Usz this anchor schedule with Tables 4a, 4b/c, 4d, 4e CA Bile 6971 W. Sunrise Blvd. 104 3 Plantation, Fl. 33313 A o 6 (�7 Tel.: (954) 585-0304 Fax: (954) 585-0305 4 A- I/4' TAPCON SG B- 1/4-20 LEAD SHIELD BY ALL POINTS I' �2 �� L 0.037 F.aBR:C 0- 1/4' PANELMAT= PRO C"_3 PATCH 7 1/4' PANEL:MATE TVAS (THROUGH BRICK VENEER WALL SYSTEM) SEE DETAIL Al MAR 0 2 2006 —,;1•HOLE Pedro On Figuelredo, PE o 4_ PE 52609 o _ DRAFTIN0 1- FABRIC SHIELD PR DRAMNG 6 MORE 0,037 PVC COATED WOVEN 2- NICKEL PLATE TRADE POLYESTER FABRIC SIZE k4 GROMMET Data: 02/04/06 AND GROMMET WASHER Scala: NA Design by: PPMF BILL OF MATERIALS PART DESCRIPN Drawing Number MATERIAL 06-038 e_0 3 8 1 0.037 PANEL llEL PYC COATED WOVEN POLYESTER FABRIC U �j 3 1/4- NICKEL PLATE WASHERED STING NU' ZINC ALLOY /4- SS EWA R- STAINLESS STEEL Shoe', 1/4-20 SS TH MACHINE SCREWS STAINLESS STEEL 6 3X4 PATCH REINFORCEMENT 2 PLY's PVC COATED WOVEN POLYESTER FA3RIC 3 of 6 MANUFACTURER: TABLE 4A - NUMBER OF ANCHOR REQUIRED AT OVERLAP TABLE 4B/C - NUMBER OF ANCHOR REQUIRED AT OVERLAP Wayne-Dalton L: PANG SPAN IN INCHES --ANCHOR TYPE L- P4NEL SPAM 1N INCHES. Corporation A, At. A2 3395 ADDISON DRIVE L 105 96 84 72 60 48 36 SEE TABLE 3 L 105 96 84 72 60 48 36 PENSACOL.A, FL. 32514 Pd AAL A_ A A A_ A Al A A A AAL 2 AAI A A Al A2 Pd i B1 C d B I C H C 1 C H 1 YVY.9AYNE-DALTON.CCM 30 3 3 5 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 ANCHOR TYPE 30 3 3 nn 3 3 no 3 3 3 3 3 5 3 3 5 3 3 3 3 3 3 Tela C8CO) 676-7734 35 3 5 5 3 3 5 3 3 3 3 3 3 3 3 3 3 3 3 3 3 38, 35 3 5 no 3 3 no 3 3 nn 3 3 5 3 3 5 3 3 5 3 3 5 Fax.: (850) 475-6093 C 40 3 5 3 3 5 3 3 3 5 3 3 3 3 3 3 3 3 3 3 3 3 SEE TABLE 3 Bi, /� 40 3 5 na 3 5 nn 3 3 n 3 3 5 3 3 5 3 3 5 3 3 5 45 3 5 5 3 5 5 3 3 5 3 3 3 3 3 3 3 3 3 3 3 3 45 3 5 no 3 5 na 3 5 no 3 3 no 3 3 5 3 3 5 3 3 5 PRODUCT: 50 3 5 5 3 5 5 3 5 5 3 3 5 3 3 3 3 3 3 3 3 3 50 3 5 no 3 5 nn 3 5 nn 3 3 no 3 3 5 3 3 5 3 3 5 55 3 5 no 3 5 5 3 5 5 3 3 5 3 3 3 3 3 3 3 3 3 55 5 5 no 3 5 no 3 5 na 3 5 na 3 3 na 3 3 5 3 3 5 FABRIC-SHIELD 60 3 5 na 3 5 nn 3 5 51 3 5 5 3 3 3 3 3 3 3 3 3 60 5 no nn 3 5 nn 3 5 nn 3 5 na 3 3 no 3 3 5 3 3 5 STORM PANEL 65 3 no no 3 5 no 3 5 5: 3 5 5 3 3 5 3 3 3 3 3 3 65 5 n n 5 5 no 3 5 no 3 5 no 3 3 no 3 3 no 3 3 nn 66 3 nn na 3 5 na 3 5 5! 3 5 5 3 3 5 3 3 3 3 3 3 66 no na 5 nn na 3 5 nn 3 5 no 3 3 no 3 3 no 3 3 no, 70 3 nn na 3 5 5' 3 5 5 3 3 5 3 3 3 3 3 3 ' ' 70 5 na no 3 5 nn 3 5 na 3 5 no 3 3 no 3 3 no 0.057'THICK PVC COATKD 71 3 no no 3 5 5 3 5 5 3 3 5 3 3 3 3 3 3 71 5 no no 3 5 no 3 5 no 3 5 no 3 3 no 3 3 no R096.Y POLYKSTKB FABRIC BO 3 5 nn 3 5 5 3 5 5 3 3 5 3 3 5 80 5 no no 3 5 na 3 5 no 3 5 no 3 3 no at,, 3 5 nni 3 5 5 3 5 5 3 3 5 3 3 5 81 5 no nn 3 5 na 3 5 no 3 5 no 3 3 no 95 3 5 nn 3 5 5 3 5 5 3 5 5 95 5 na na 3 5 na 3 5 nn 3 5 nn En meerin 105 DESIGNED 3 5 5 3 5 5 3 5 5 1 105 3 5 no 3 5 no 3 5 no 9 g PRESSURE I1 i 114 3 5 na 3 5 5 3 5 5 114 5 5 nn 3 5 no 3 5 na ngTI D Jnr. 119 IN PSF 5 5 3 5 5 119 3 5 no 3 5 na 125 5 - 3 5 5 125 3 5 na 3 5 na CA 8118 128 3 5 5 I 128 3 5 nn 6971 W. Sunrise Blvd. 104 Plantation, Fi. 33313 EXAMPLE: EXAMPLE Tel.: (954) 585-0304 PANE'_ SPAN: 48' • PANEL SPAN: 49' Fax: (954) 585-0305 DESIGNED PRESSURE: Pd= 125 PSFI DESIGNED ?RESS;3v Ptl= 125 PS, ANCHOR TYPE A - SEE TABLE 3 15' ANCHOR TYPE B - SEE TABLE 3-,,,z NUMBER OF ANCHORS: 3 AT 6' OC OPTIONAL OwauY _OVESRNUMBER OF ANCHORS. 3 AT S' OC EDGE DISTANCE - 2 1/2' - EDGE DISTANCE - 3' EMBEDMENT: 1 3/4' CLUSTER O:3 OR 5 EMBEDMENT 7/8' AACc DRS AS P-MR TABLES a TABLE 4D - NUMBER OF ANCHOR REQUIRED AT OVERLAP TABLE 4E - NUMBER OF ANCHOR REQUIRED AT OVERLAP L= PANEL SPAN IN INCHES ANCHOR TYPE L= PANEL SPAN IN INCHES 0, Dl, D2 L 1 105 1 96 84 72 60 1 48 36 / SEE TABLE 3 L 105 96 84 72 60 48 36 i Pd DDI D2 D D1 D2 D ! D2 D D1 ➢2 D DI D2 D Dl D2 D D1 D Pd E EL E2 E El E2 E El 2 1 E E1 E E i ? 30 3 5 5 3 5 3 3 5 3 3 3 3 3 3 3 3 3 3 3 3 3 A,NCHCR TYPE i 30 no no no no no no 5 no 5 5 5 5 3 5 3 3 5 3 3 3 3 1 35 3 5 5 3 5 5 3 5 3 3 5 3 3 3 3 3 3 3 3 3 3 E, El, -2 35 no no no no no na 5 no 5 5 5 5 5 5 5 3 5 3 3 5 3 40 3 nn 5 3 5 5 3 5 3 3 5 3 3 3 3 3 3 3 3 3 3 J 40 no no no no na na no no na 5 na 5 5 5 5 5 5 5 5 5 5 45 3 no 5 3 no 5 3 5 5 3 5 3 3 5 3 3 3 3 3 3 3 SEE TA3LE 3 45 no no no no no na no no no 5 no no 5 5 5 5 5 5 5 5 5 MAR2 2006 50 3 no 5 3 no 5 3 no 5 3 5 3 3 5 3 3 3 3 3 3 3 50 no no no ne nn na no no no na na na 5 na 5 5 5 5 5 5 5 55 3 no 5 3 no 5 3 no 5 3 5 5 3 5 3 3 5 3 3 3 3 55 na no no no na na no no no no no na 5 no 5 5 no 5 5 5 5 60 3 no no 3 no 5 3 nn 5 3 no 5 3 5 3 3 5 3 3 5 3 60 na no na no no na no na no no no no no no no 5 no 5 5 no 5 65 5 no no 3 no no 3 no 5 3 nn 5 3 5 3 3 5 3 3 5 3 65 nn no nn nn no na no na nn na no na no na no 5 no 5 5 no 5 66 5 no no 3 no no 3 no 5 3 no 5 3 5 5 3 5 3 3 5 3 66 no no na na no no na no nn no no na na na no, 5 na 5 5 no 8 Pedro D• Flqudndo, PF 70 3 no no 3 no 5 3 no 5 3 5 5 3 5 3 3 5 3 70 Ina no na no no no no no no no no na no na no 5 na 5 71 5 no na 3 no 5 3 no 5 3 5 5 3 5 3, 3 5 3 71 no no na na no no no no no no no no no nn no 5 no 5 P- 52609 80 3 no no 3 no 5 3 no 5 3 ` 5i 3 5 3 80 na no nn no no nn no no no no nn na no no no ORAFTIN■G,, t 81' 3 no no 3 no 5 3 na 5 3 5 5 3 5 3 at na no na na nn nn na na na na na no na na na pIi DBAfflN6�MORE 95 3 no na 3 no 5 3 no 5I 3 5 5 9S na na nn na na na na na nn no na no 105 DE SIGNED 3 na 5 3 na 5 3 na 5 105 nn ➢SES na na na nn no no na PRESSLR_ i14 3 IN PSnn 5 3 no Si 3 no 5 ll4 na-rtn na nn na nn no na. na : 119 na 5 3 no 5 1t nn na na na no na Date: 02/04/05 125 3 na 51 3 no 5 125 no na nn no no na Scale: NA 128 / 3 no S 128 no na no Design by: PPMf EXAMPLE, / cXAM?'- PANEL SPAN: 48' ?ANEL SPAT. 43' '(]wing Number DESIGNED PRESSURE Pd= 125 PSF DESIGNED PRESSURE: Pd= 66 PSF 06-038 .ANCHOR TYPE 3 - SEE TAKE 3 ANCHOR -Y?E _ - SEE TA3_E I-. NUMBER OF ANCHORS: 3 AT 6' DC NUMBER ANC''-=RS: 5 AT 3' C EDGE D:STAANCE - 2 1/2' EDGE DISTANCE - 2 11i2' EMBEDMENT, a' EXKDMEN.: 2' Slee L' of 6 MANUFACTURER Wayne—Dalton Corporation 3395 ADDISON DRIVE ENSACOLA, F-. 32314 WWW.W4YNE-DAL-CN,CDM Teta :800) 676-7734 nx., (950) 475-6093 Al WALL MOUNT INSTALLATION PRODUCT: OVER BRICK VENEER FABRIC—SHIELD STORM PAINEL STANDARD WALL 0.037'TMCZ PTC COATED MOUNT ATTACHMENTEDGE DISTANCE AND )rOM POLYESTER TAER[C —E`4BcDMENT AS PER TA3LE 3 'z z ' /' Engineering: L, ///WALL (ED) os / DR_SSING m CA 6118 / EXISTING s 6971 W. Sunrise Blvd. 104 w / STRUCTURE Plantation, FI. 33313 Tel.: (954) 585-0304 ?— Fax: (954) 585-0305 (ED) EDGE DISTANCE AND EMBEDMENT AS PER TABLE 3 :�7SELECT ANCHORS z 4 -TYPE E ANCHORS 1,, AS ?ER TABLES 2A, a AS PER TA3LES 2E 2B/C, 2D 3 3 / w � / AND TA3LE 3 � I Lj I I I 2 o 1 2� �3 n 1 PANEL SPAN MIN.= 1 1/2' 0 1 -3 MAX.= 5 1/2' i" MAR 0 2 2006 6.375' EDGE- REINFORC=MINT =--?ANE_ SPAN W/ 2 EXTRA PLIES OF FABRiC - MAX.= 5 1/2' PVC WE'_DED TO THE MAIN 16.375' EDGE R=:NF0RC7MENT Pedro De Pguelredo, PE PANEL SIZE ---W/ a EXTRA PLIES OF FABRIC PE 252609 PVC WELDED 72 THE MAIN DRAFTING PANEL SIZZ - - PK DRAMNG&MORE Date: 02/04/06 Seale: NA Design by: PPMF Drawing Number Os-038 Sheat 5 of 6 MANUFACTURER - �_ ) Wayne—Dalton v Corporation EXISTING 3393 ADDISON DRIVE STRUCTURE PENSACOL.A, F'. .325±4 A.NC^OR A JZ OR 10YV.Y4YNE-DALT,2&CCN j TYPE SPAC ING Tel.. (800) 575-7734 DETAIL I L B 3, Fax, <s(850) 475-5093 ` D IS'oc ,,-WALL INSET CLOSURE A' ' ' A-,D2 1-'oc O,I1t DR_SSING 9'. 12'oc V PRODUCT, C,Dl,E,EI,E2 s'oc i'�\ FABRIC—SHIELD r \ + STORM PANEL EXISTING y WALL a= X'u A /_S STRUCTURE z 4�„ 0.0,77'TWCL FTC COATED DRESSING c :� L=�; TOVKN FOLYESM TA8E1C wax. _ Lj Z i =Ez - F- u¢ u X a Engineering: Z a / v S 2w ' TilttgL DETAIL B1 J xC3 1 CA alts WALL CLOSURE ¢ M` / 6971 W. Sunrrse Blvd. tot a EDGE DISTANCE AN Plantation, FI. 33313 EXsSTI,vG EMBEDMENT AS PER TABLE 3 ;(STRUCTURE I Tal.: (954) 585-0304 Fax: (954) 585-0305 �— DETAIL B3 ❑PTI❑NAL SIDE CLOSURE WITH WALL ATTACHMENT X 0.037 1 `WALL —UNUNIT:D PANE'_I G, DRESSING —� Au+oas saaceo AS a_a Zi 23/C.20. 2__ _�y; Y EXISTLNG 30 S-RUC%RE �T _ MAR 0 2 2006 DETAIL B2 a. L— Bl e:. B2 WALL OVERLAP DRESS., Pedro Dr Fiqus'rsdo. PE PE .y2629 tjPilJINA_ I ` ' DRAFTING B3 o_ s PK ORAMNO&MORE j MIN. OVERLAPDate: 02/04/08 I BUILT-CUT X 1.5 Scale: NA A, Al Design by: PPMF FDC 2004 SECTIDN 2413T 'STORM SHUTTERS MUST COMPLETE,Y COVER AN OPENING IN ALL z DIRcCrIONS. THE MAX''MUM SIDE CLEARANCE 3ETWEEN THE S-.UTTER AND A HGRIZ�NT,AL INSTALLATIGIN z Drawing Num :er WALL OR INSET SURFACE SHALL BE '/d' (CETAILS 9 3 91). .ANY DISTANCE 06-038 IN EXCESS u'F 1/4' SHAL': REQUIRE END CLOSURE (DETAIL 33) 7R SHUT7_R OVERLAP (DETAIL 92), WHERE 4PPLICA3LE. SHUTTER OVERLAP S4ALL BE A MINIMUM OF L5 TIMES THE SID= CLEARANCE 3ETW_EN THE S'*iUTTER AND WALL.' ' S fS88" 6 of 6 f City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 3 800 Seminole Road 7 7 Atlantic Beach, Florida 32233-5445 C/ Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Daterouted: A City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address- 10 f/71�i d-T Department review required Yes No Lay 6171W& Applicant: lii L� anning &Zoning Tree Administrator Project: ��Ey�>✓/y]�rlT �(�//1�d I,c�S Public Works +`1 Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept of Transportation St Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.L Comments: FBUILDIN PLANNING &ZONING �i Reviewed by: /7� Date: 6-16-02! TREE ADMIN. Second Review: ❑Approved as revised. ❑ enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 06/14109 FROM :Jax Beach Winnelsan 904-249-63 FAX NO. Jul. 21 2004 08:44AM CITY OF ATLANTIC BE, PLUMBING PERMIT APPLICATION .• IS�fTY• Date: 7 d (/64 Property Address: 7 Owner: 05!5 �arwvs Telephone#: w - � Gh-iti Contractor: ��L 6 1" .- Telephone#: Contractor Address: _7 L0 S°A• I Fax#• In con.lidcration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Deitch ordinance atod standards of,good practice listod therein. Installation of plumbing and fixtures must be in awordancc with the most recent odition of the Southern Standard Plumbing Codc. Plumbing Type: if other construction is being done on this building or site, Q New list the building permit numbor. O Re-Pipe a+lr►e r~ Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00= 800 Seminole Road-Atlantic Beach,Florida 322334446 Phone: (944)247-5800- Fax: (904)247-6846- http:1twww-cl-atlantic-beaeh.fl.Revised 1/04 Q1# 0 Anwc 8604 M JR4 WW BIUVARA "AACH, FLCIP40A MR Miami am 2� '#'rhes ettedowl plana for the 00018 IWI ldinb Is •APC*V+W A*JsC't' to sa Wtleg 't'Iw ClM1Z 11d'SaW#is conw`Iue"an rop1rowaft: e e1shall 1 be caatln o" wool hitt empgreto www aowtt'artaar wsi IS.. ie d ul" lim WWI dwanud ralstaming rwb *` Gm*-OwT reel#+dim" dyed 'lhr"ae Sw #00 lr11A'!'i'Qr'y 1MIt1 141104004 Try,,� #atiae� aAe-"lb#and#,oW140; fir► newlal wn0dl�wa with wb-4. o#r"now titeaal 01 be six ltwleaes rri Mah side 4hM► t wa## aaw. 1 t be off' ice° o1jot I mi is 16144 **11 nest do #1 rw sol! at i awt twelve #"*oo Miler WWI~bed salt. 4846 *At Cos# shm# bo reEotaw o0 ut iii at i+tet am No. 5 briar at at$ ce marls, pear od and tojwA with cam reft; a*16lavl>f} Mow`i 1 be prowiy tied Into the Ottaeg suit ftw main batt``. 01011 be sa mrrsl Y fostarowd to fte meter#crr ws l is Wit approval hrrrl cows meows ar a l l ps. d �,,,,,alp tl a" of wmor a e fa m l y rar�o i#afrg�c4•�rr1+.hich +arwai+�,�. i l emt <w www ►#y .. sk4lar, dm6 8 I' aer'/ dod. s#il tartly ecimIders ilk j ioi/1 is anal &Vpowa t 1.a., rmt, a~ w#! wtrto 1*1 so art armor s#zo and dost go, 1!kap dorwtwi stlC,sD oe struchww, i n +rr rd x# forerw Mot ot#aar or d*I seam`` i omm **f 3 wt be �e ?ad w1 th#re claw p-ml ovAtV of oft* `starer„ and sw# be a t'l aaaoart 904 #leant awt if aaw Ow stat#for *ml i#mg #s As#bi* #r m aq ai#aaar sari for dwtill*#I, �4 Smw satr'1 I ce cmiuc ti ms mmot bo pre%wl wtib c l aorar-goat remix )a "be proomwe Of a C#IV I meq~. # Tasrt f i aw i ccMectl e" b*twwm lgewt o P1 dro l a and sir i ca eaaaen4>"Oft ( at %* propar"!y l l+aw) w"t i of�aa Bial n0 c,wam od. i Cl - Tho wwors,go" Corti it`rat toles+ he !tees m d tAe aabow and lo as precsWaa►aa arm- my cowhvn dat e#l s to rtes planet and qqftjfjmtjww 40d sprow to fly te#th flies #rrhtrrt of this ad*aertteaae., 1 too rawest" DEPARTMENT OF BUILDING 3951 at CITY OF ATLANTIC BEACH, FLORIDA PERM17 NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 1/9/7 )_19 Valuation$ 6 2, 5 0 8 Fee$ 162.00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of lay. 4 This is to certify that G c& � Construction Co. has permission to build a duplex Classification 2 family dwelling 7,nne Owned by Construction Co. Lot 669 Block S/Dk.Sa1tiir House No 146, 150 Pirie Street According to approved plans which are part of this permit NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS �1 AFTER DATE OF ISSUE ♦_ ► .1 ► O Building material, rubbish and debris from this work must not be placed in public space, and meat be cleared up and hadled away by either contractor or owner. Bill H. Df,1;jTIa TL Butldi FOR OFFICE PERMIT DATE CONTR91t Olt"` t1 USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER 7,T!T,H T!A72 MECHANICS FOR OFFICE SE ONLY 4 A IN THE PROPERTY Date............/. .................19/..1 Permit #----��....../..Fee 0 . 00 PATUMMEACH Valuation $..... ....................... 162 - 00 + FLORIDA H" #--/`z-( -D........... 1 800 . 00 + 3 B 0 - 0 0 + )N FOR BUILDING PERMIT I Zzl:11, eel-4---------------- ' 170 . 00 + .............. Of) + ......7�7&...... ........ 2 516 . 00 * the approval of the detailed statement of the plans and specifications herewith submitted for the 2 514 - 00 + "4 scribed. This application is made in compliance and conformity with the Building Ordinance of rida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic ULL ruwb --.)ns of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. ....................................... 1 . Owner----------- -------64-1-paoe-4 ......---------------------------Address_;;.i./m7x"�' P.........Telephone No2ky1fZ?..._ Architect..........-------...........................__----------------------------------------------Addres&..........................................................Telephone No............................. ContractorBuilder............................................................................Address............................................................Telephone No.----------•--•--•----------- LotNo...."111--6-2............................Block No..-..----- --------------Sub Division.... .........................................--Zone............... ...... f....•...........................Street-.................-----Side Between--------•------••-----...--•--•-----•----•--•----...and......................................................Sta. Valuation $.. For what purpose will building be used_-D�4 'elL--------------Type of construction_.&,'. - / Dimensions of Building-3/...lf.YQ.................Dimensions of Lot_.......f ---------4" --------------------------Size of Footings._...ZVA---------------- Size of Piers------------------------------------Size of Sills--------------- Greatest Sill Span in ft......_.....___• Type Roof... How will Building be Heated?--- P.,.........................-----Will Building be on Solid or Filled Ground?-_ 0AV.W.A.C.4r.-ri_�& Size of Ceiling Joists.------------------ .......... Distance on Centers....__.......-..............._._..........._. Greatest Span_........_.................................. .. ................... Greatest Span .............. Size of Floor Joists----- ----------------------- Distance on Centers...... .................... Size of Rafters-.--- -------------_----- Distance on Centers. ....._.__.._.•_.___._...._... Greatest Span..._.._......_._........................ This rectangle is to represent the lot. APPROVED Locate the building or buildings in the CITY OF LAIYTIC BEAC[i right position. Give distbuildings. nce n feet from E3UIL NG OFFICE: all lot-lines and existing buildings. REAR LOT LINE right "TIC '�ACH G OFFICE: Two copies of plans and specifications shall 9 be submitted with application. Inspections required. By 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. 3. When steel is in place and ready to pour beam. 4. When framing Is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. W S. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after /0 corrections are made. F OF LO 0 In consideration of permit given for doing the work as described in the above stateme we he y agree to work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with regulations of the City of Atlantic JJeach. Signature of Builder..do?.% ................................. Address...47: 1.. 1912' Signatureof Owner....... ............................................................... Address.......................................................................... `r'1EPARTMENT OF BUILDING 3953 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 1/10/79 19 Valuation$ PLURAM Fee$ 20.00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of Le. This is to certify that F• W• Fair Flumbin a has permission to bui1to install Z sinksh IM , avatories , at 4 eater closets , 2 vwter heaters , c �sazwas��ers, Z cTis� ana 2 wastitng Classification regi Apnt—i n1—du',.)1 ex Zone Owned by G Kx M Buildirm Lot 669 Bloc S/D Saltair House No. 146, 190 .Ci� According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS +I AFTER DATE OF ISSUE �-- ► ► 0 Building material, rubbish and debris Z from this work must not be placed is � public apace, and must be cleared up and hauled away by either contractor or owner. ist�ls % B.114 Offit"�"` FOR OFFICE PERMIT DATE CON� �ALITOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER CITY OF' ATIANTI C BEjAr_H APPLICATIOW FOR PLUMBING PER141T X059 4ASTE2 PL04BER C-1-TY/COUNTY OCCURATIONIAL LICENSE NO. //1-1? Q'I'Af%0E CERTIFICATE 110 BUY-LIDER OR CONTRAC"lOR__. T-Irf'r., or BulLDllqG---arAL-- SHOWERS Z WATER HEATERS VUBS DISMASHERS URINALS DISPOSALS —&LOSETS 2 WP.SHMG MACHINE FLOOR DRAms OTHM( 6TOTAL FIXTURE COM v[KML'ATION OF PLUMBING AND F=rURES b4UST BE IN ACCORDANCE WITH THE MOST IW-CWT EDITION 01" THE SOUTHERN STANDARD PLUMBING CODE® (2) .ITS �i F'Rlf l MUIF sl�Vl? 3/4�� Tap R/A 7 R' ��" �4 AT' 4"VARfrw Cv=170 . 00 + 6� 00const . water " FEY 401 146 150 Pine Street s 669, ,:FPC"Y 5 e ur � K, 229 Magnolia St. , AB V 4 / P Alrssf�f `�r'� �i �{�ri:s; o•.<,� .�/� _� ,....,,.,�... -3 1/9/79 146 , 150 Pine Street 669 Saltair G & M Construction Co. Duplex �A1 C IVY OF ATLANTIC BEACH WATER CONNECT ION CHARGE DA` _�X LOCATION 1C a� ✓ �-�- PLUMBING FIRM � �..... PAS'S'ER PLUMBER BUILDER. OR CONTRACTOR TYPE OF BUILDING BATHROOM GROUP CONSISTING OF SHOWER STALL, DOMESTIC 2uni- WATER CLOSET. LAVATORY & BATHTUB OR SHOWER STALL (6 units) SHOWERS GROUP PER HEAD 3uni, BATHTUB (WITH OR WITHOUT OVER ,SURGEONS SINK (3 units) HEAD SHOWER) (2 units) FLUSHING RIM Sl% f K knits) BIDET (.3 units) SERVICE SINKTRAP STAND 3un,.Il COMBINATION SIM AND TRAY (3 units) POT. SCALLERY SINK (4 unitsS COMBINATION SANK & TRAY W/FOOD DIS. (4 units) URINAL, PEDESTAL, SYPHON JM - DENTAL UNIT OR CUSPIDOR (I unit) BLOWOUT (8 units) DENTAL LAVATORY (1 unit) ,URINAL. WALL LIP (4 units) DRINKING P07U STAIN (3I unit) .....__ xra y ;,�.*LL, WASHOUT 4 unif DISHWASHER ( units) URINAL TROUGH EACH 2-Ft.SECl 2 units FLOOR DRAINS (I unit) �.._. WASHING MACHINE RES. (3unit KITCHEN SINK (2 units) SH SINK, EACH SET OF TAUC`f iViTCHEN SINK W/FOOD WASTE GRINDER (2units) (3 units) LAVATORY (i unit) WATER CLOSETS, TANK OP,.(4unj P6(4unj PATER CLOSETS, VALVE OP.Buni LAVATORY. E:iRBER, BEAUTY PARLOR (2 units) LAUNDRE TRAY (2 upitf), VAT1011, SURGEONS (2 units)